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HomeMy WebLinkAboutTruss66'4" 8' 57'8.1 50'8"-7' yv> U U U U U U �3� f�f CJ1 CJ1 cV yam& v CJ3 CJ3A CJ1A CJ5A N � 0 D1 O CJ1A IPA W U U 'qco W W 00 ►'7 Do M O N N DO - N A— r- CJ5 1 HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HU526•. � g'-g• ELEV. 1107 TRI7 e®aT anvu T.CIl. 20 paf. FIDeI TU8 ff101 a.mu Trl l 40 p.ac rc9.L 7 par. rrnl m pac aGDt. 10 par. pr'nl s pac TOTAL 55 pac rmAL 37 pac DIRATI01 FACIU( 1.25 DR(A71011 FACf01 1.00 !D SINOARBtmWG D ASCE 7-10 RAa( TRUSS MAY BE ADJUSTED !O � 180 mph 2• FOR PLUMBING IF NESSARY � �E G FLOOR TRUSS SPACIN.r a� r-a• uN1Ess HOIED. APPROVED TRUSS ANCHOR BY BUILDER 2(4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � 18 HE3 8" 1' — 0' BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. 00 NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING o>xWNnaK mYmac Darna AND/DH PEIYIANDTf auoxc m xm TIE Rma- 9®lIY s 1rE mU53 OF9G'hH, PIAIE YNIIIFADNWA. DY mU59 iABeuroR PFASua eTaxlcm muss Ara wmawn ro su Pauc�DXAL AOWa REGTmWO Tear rs Kars RmrsYn ro Erawlr TAD Arm ODIe1Rm 01R8W: ERFCIIbl: Alm PDLIHaIIT BRA@IG NDGI YAY 6E Ia9tGRD D! �EB1C APn1GDe6 SFE TRlAD]m !Dm TRIffi W WRNiIRY Arm fa@NFNGl10LY (B�-B1) FOri Mii1RR tbUEIATW. 1Wri45 SITYL ff DETAMID N A SmA101i AND PWYB P09RDtt NRIa ND 9ffAlXND 6 APPIE9 OWEDRY ro rW AND/OR BDTIPI 010ADS 11aY 4WL BE RRA® A9 SHDilE9 W mE FNGD✓FF1dD OF9bL iRU55E3 9iALL DE NWDIID MIx IEASQIA�E wa rnAexD rREcna ro Ftavwr DAYArc m PDmlAL ralmY. NOTE IT Is THE RESPON9BNTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROMDE AN APPROPRIATE CONNECnON FOR TRUSSES 70 SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CON90ERAAONS FOR MECHANICAL EWIPYQIT AND/OR PWIIBING (AND THEIR CONNECTIONS) IN iPo154 SPACE MUST BE DIAGRAMMED BY BUILDER @T APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBIUnES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPON9BIUnES•. ACCOROINCLY, R DISCLAIMS ANY RESPONSIBILITIESAND/Oft LIABILITY FOR THE CONSDTUCnON OE9CN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLAnON AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE W61 ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED Po7H FABRICATION. 2) VFRIFlCATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGM75, ROOF PITCH, REEL HEIGHT, OVERHANGS. LFIUNGS ETC.. 3) TRUSSES WILL BE MADE m STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) I HAVE READ AND UNDERSTAND ALIS L NOTES AND WARNINGS ON n/15 PAGE AND AGREE 70 BE BOUND BY THEM. SIGNED TITLE DATE REO}1ESIED 71LDS9 SHIPMENT DATE ( ACTUAL TRUSS SWP DATE IS BASED ON OUR CURRENT DEUYIIiY SCHEDULE ) R E V I s I 0 C "s RANEY COMPONENTS, LLC 1C9ROVOELANU FLe3�4738 � � SRAEY OFFICE. 352-429-9429 ® CO PO�EN FAX 352-429-7429 E-NAIL• TrveePlantOreneyeompmente.eem H Orton LDT/BUf/91BDV: Creekside Lot 67 A R®fN2 4EAB Aria 1672 "D" LL OL n DAIE MA BY: DRAMWD NIY9DL 04 CJ1A O CJ1A w 6'4" I 57'8" 58'4" ' N1 �1�r�eA� QI'v�1QQiiv �� REVIEWED 7' CJ3A CJ5A I -' HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED 07HERMM ALL HANGERS ARE USP 'HUS28'. B'—B• ELEV. POW mw OEM CRTM ROOT MM OEM IAA Tau. 20 Par. T.cu 40 Pat TCDL 7 Pat T.C.D.L. 10 pat acm 10 Paf. B.CD1. 5 Rat TOTAL 55 Pat TOTAL 37 pat DURATIO( FACTOT 1.25 DORATIO)1 FACMR 1.00 F!D SfNRAItO ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED 010 wm 160 mph 2' FOR PLUMBING IF NESSARY amWIG BF09RE c FLOOR TRUSS SPACING BIALONi TIFF cum 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER AND 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT 12 6 4-3 16 HE 8" 0' BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL BE HONORED. WARNING CdHWTin(NAl ENMNG F]ffCRQN ANO/w PFRYAVdT Bwma IS NOT TIE RETON- 9IIeR'! K_ME.lIm55.OFBThR PGTEMANOFA .R N-TRUSS iAROGIIA—PERSONS FSFDR.S 1gO550 ARE GUROrAD TO SEf1I PR6F90r1A1 IDVI2 IiE0AROW0 ETAcnw muolc Ixa a AUArs Rmlo¢D ro PRHNT TOPPIATO Alm DamTaec TARaNK ERECIIQ4 Arm PDWUTFNT aRA�Ta react uAr � REaemn IR SPEmIc awwnvs sEf T4UOl0 Imm tRll_@i oaDKNTARr Arm RemnmmAros (I14eI) ITxI EORTlKR FavaAno4 1RIISSE591AIL RE INSTADID e A SiRAWR Arm PIINe P=ft W— NO SHwTIem IS APPDro O Ml TO TIP —/OR wTTau G1OLmS 1MEY SHALL BE IIAAI£D AS SPE0IED ON ME Ql@1D>✓m Dpw. TW155F4 SHIM � HANOIID WIM RE.lSOHABLE rAPE GRtP:O eEtTIDfN ro PRETENi DAN•s m PE167rTAL WAaTr. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROWDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGNEERING. SPECIAL CONSDFRATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUM®NG (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR 70 FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UMITED TO THOSE DESCRIBED IN WICA 1-1995'DESIGN RESPONSIBILITIES% ACCORDINGLY. ITDISCLAIMS RESPONS"I AND/OR LIASIUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE-. 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSONS AND CONDITION$ INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT. OVERHANGS. CEILINGS. ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIP DATE IS BASED ON OUR CURRENT DELWAY SCHEDULE ) R E V I S 0 C N D RANEY COMPONENTS, LLC 1' &ndL 8v. D RANEY OFFICE 359 ® CO P NNEN S FAX 352-429-7429-7429 E-MAIL, TrwlaPlantOmneyeompenentmeom Horton LOTAHU(/SIBOW de Lot 67 A L4EABAria 1672 DLL OLATE:mA Br.OWNO Nue�I CJ RANEY COMPONENTS ane1J 19900 Independence Blvd. Groveland, FI 34736 omponents, uc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0067A Printed: Fri, Oct 11 2019 —Job Information: Address: Creekside Lot 67/A FOR Name and License Number: Customer Name: DR Norton 3205 Trinity Cir Description: City, State, Zip: 4EAB Aria "D" LL OL Fort Pierce, FL I 0%!204inn fi^n• Roof Loads: Floor Loads: TC Uve., TC Dead: BC Live: BC Dead., TC Live: TC Dead., BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: wind Std: wind Speed: Bldg. Useage. Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT 11 C MWFRC & C&C w/M rages or sheets Covered by this seal from: 1 thru 35 Total 35 0 DESCRIPTION SEQNO # DESCRIPTION SEQNO 9 DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 6 A7 9 A8 10 A9 11 19G 12 A11G 13 B1 14 B2GE 15 D1 16 D2G 17 C1GE 16 V6 19 V4 20 MV6 21 MV4 22 MV2 23 EH 24 ERA 25 ERB 26 EJ3 27 CJ5 26 CJ5A 29 CJ5B 30 CJ3 31 CJ3A 32 CJ1 33 CJ1A 34 HJ7 35 HJ3 `',.;`w u e Digitally signed by sa*sea�a '-� �• Manuel Martinez • allo 047i/1 ` na: 2019.10.11 14:49:24-04'00' IWO, M STATE OF as" A 0 R !'��_"e'er'► m' 40015E 56235D3D9C 3C A4DE DE 7965 CO F9 rnueux.Rasmmacn estate¢cayrrgaxaamaaaamee4iaararei Pt {41.tit. Pi%1lli � t`�a 0'>ie tt+�ta aLrn w3ia i SNhi A�tltlYi4W14024. PA53� cept(i Gi t♦$ Quoi$ePa �6 C W attlfeaC 4Fhiw:al.wNatfmtMia cIIpi¢s. Page 1 of 1 SEQN: 668182 / T8 / COMN Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 7 4EAS Aria "D" LL OL /OR Horton MEAB Aria "D" LL OL ,DR Horton DRW. Will: 224.0 Ibs Truss Label: Al .. / ... 10/11/2019 6'4"9 T10 p 14'4"8 19'4" , 24'3"8 30'9'7 32'3'7 r 6'4"9 +1'6 t- 6'S"15 + 4'11"B 4'11"8 6'5"15 1'6" 6'4"9 F=5X6 1023(4 m X6 m3X4 =3X8 =3X4 m4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 6'213 5'9"3 2'1" 53" 5'3" 2'1" 59"3 6'2"13 1' 6'2"13 12' 14'1" 194" 24'T' 26'8" 32'5"3 38'B" Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL`: 10.00 Risk Category: II EXP: C Kzt NA Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2. psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4' T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 Lu: NA Cs: NA VERT(CL): 0.315 N 999 180 Snow Duration: NA HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.645 TPI Std: 2014 Max BC CSI: 0.584 Rep Fac: Yes Max Web CSI: 0.573 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw I U / RL B 1606 /- A /936 /692 /433 J 1606 /- /- /936 /692 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1089 -1841 B - C 1449 - 2955 G - H 1211 - 2320 C - D 1183 - 2359 H - I 1184 - 2359 D - E 1210 -2320 I - J 1449 -2956 E-F 1089-1841 J-K 27 0 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2583 -1155 O - N 2009 -786 R - Q 2580 -1155 N - M 2581 -1159 Q - P 2580 -1155 M - L 2581 -1159 P - 0 2098 - 763 L - J 25M -1159 4g9�tf Maximum Webs Web Forces Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. "+ R - C 278 -5 O - G 486 -756 G 047102 C - P 419 -604 G - N 460 -164 Z' P - E 460 -164 N - I 419 - 604 «. E-0 486 -755 I-L Z78 -6 F - 0 1372 -763 OF STATE, � a btMAr+c; 4001585828 5D3U9C SC A4DE DE 796E FA F9 mn aem rac mdn a axaeave�y fie.: sm �raae e9 rer�ax rAaneea, pr {Po.. uc.Ocxi871cn (Ea�rxtAaaaaBm aS7Wi aaAa.tcumnsxa .. ir�iteAecUO'icdCivdocucew ■art�tznil4exaC�neffand sailxS r t vAc fkai a�hanimvaitoia m,st@e sorted onaa{steCiwd� aGias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty qqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 87 or 810, He. Apply Agates to each face of truss and position as shown above and on the JoinflDetails, unless noted otherwise. (refer to 60A-Z for standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nee with ANSI PI 1, or for handling '� shippingg, installation and bracing of trusses.A seal on this drawing or cover page, . In indicates acceptance of pro as one engineering responsibility solely for the design shown. The suitability drawing for any structure is a responsibility of the uildina Desianar oar ANSirrpi a sew 9 rurey omporrents. uc SEQN: 6681B4 % T19 ! COMN Ply: 1 Job Number. 36CSOO67A ,. FROM: AH Qty: 2 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 260.4 Ibs Truss Label: AIIA / ... 10/11/2019 1�9'4"" 1' 2 9 T10" 141T10"4 �21'1"1�2 26'3"8 30'10" 32'3 38'8° 6'4"9 15 6'6"8 3'5°12 1'9"1 5'1"12 + 4'6"8 +1'S" fi4. II12x4 =ax6 =5X10 IliA4 MA4 =8x1s 6(4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" F1' 6'2"13 5'9"3 2'2'12 3'9"4 3' 5'8" 5'9"4 6'2"12 1� 6'2"13 12' 142"1 18' 21' 26'8" 32'5"4 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N< TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.185 H 999 240 VERT(CL): 0.347 H 999 180 HORZ(LL): 0.092 N - - HORZ(TL): 0.172 N - - Creep Factor. 2.0 Mex TC CSI: 0.596 Max BC CSI: 0.596 Max Web CSI: 0.821 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 A A /935 /691 /433 L 1523 A A /935 1691 A Wind reactions based on MWFRS B Brg Width = 0.0 Min Req = 1.8 L Big Width = 8.0 Min Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1435 - 2347 B - C 1445 - 2779 H - 1 1328 - 2398 C - D 1177 - 2167 I - J 1269 - 2251 D - E 1205 -2130 J - K 1251 -2288 E - F 1348 - 2343 K - L 1428 - 2747 F- G 1362 - 2250 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2427 -1151 R - P 1844 - 645 V-U 2424 -1151 Q-O 16 -6 U - T 2424 -1151 O - N 2389 -1136 T- S 11 - 5 N- L 2392 -1135 }° , Maximum Web Forces Per Ply (Ibs) lr� Ee► Webs Tens.Comp. Webs Tens. Comp. C 0.471,82` � V - C 282 -6 G - P 1002 -663 C-T 419 -618 P-Q 85 -1 T - E 295 - 729 P - H 255 -170 *' T-R 2156 -888 P-1 318 -211 - � (� b STATE E - R 282 -13 P - O 2130 - 932 F-R 110 -13 1-0 204 -456 x R - S R- G 22 -1 924 - 594 O - K K- N 322 229 -463 - 9 4001355829 5D3D 9C X A4DE DE 7965 E0 F9 rns�msasaaan¢u,rvaraas¢p�z�,asa xa nrzan q.rzsrva�aavtrsa. eY iid.tfc tlirt]iten �Am Yxm eEam»ahr a �sYega sN.&i +rMA�stcatxws�s. arSs.You,riaze{tTm6awaru�aasctcsavferrt tB�d zrakQ ardH�f'itnd suit+enekav�todYrr�tlaY VY+itien on mystcumraz scgics **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 87 or 810, >le. Aoogv plates to each face of truss and Dosition as shown above and on the Joint' Details, unless noted otherwise. Defer to a division of any us drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rmey onrpouenrs. uc n SEQN: 668180 / T7 / SPEC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 2 4EAS Aria "D" LL OL /DR Horton /4EAB Aria D" LL OL ,DR Horton DRW: Wgt: 224.0 Ibs Truss Label: A2 / ... 10/1112019 r 6'4"9 7�109 14'4"8 30'9'7 +32'3'7 38'8" 6'49 1'6" 6'5"15 4'T'8 5'3"8 6'5"15 1'6" 6'4"9 102X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'213 5'9"3,„ }' 10 6 2'1" I 5'9"3 6'2"13 +1 6'213 12' 141 24'T' 26'8" 32'S"3 3B'B" 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 It Loc.'from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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 Bid Box or Gun (0.113"x2.5",min.)nails 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.176 N 999 240 VERT(CL): 0.315 N 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Creep Factor: 2.0 Max TC CSI: 0.645 Max BC CSI: 0.584 Max Web CSI: 0.577 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 4OM53 5829 5D309C 3C A4r7E DE7963'EO F9 -R4ffi YE0CK6U4�dYVY HY&FfMH�f1'Y�fC"L �II+� � 1d�0fY3' lf+YEu81 ]Ae[TYdII& ac �€e. tom. de7xa3i � t6s dim aP4wm abvat �sR a t ai�rnc"aarticntcCa s�ifristtWcnc! thisdtcac-.cntseaactwvtwvadu: an15mk8 and sn u�A-x x�hIInuatltir�oeturaM wiicd on xngdcsirvrac asks. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1606 /- A /934 /684 /427 J 1606 A A /934 /684 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings 3 & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 106B -1841 B - C 1429 - 2955 G - H 1191 - 2320 C - D 1163 - 2359 H - I 1164 - 2359 D - E 1190 -2320 I - J 1430 -2956 E-F 1068 -1B41 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2583 -1137 O - N 2009 - 772 R - Q 2560 -1137 N - M 2501 -1144 Q - P 2580 -1137 M - L 2581 -1144 P - O 2008 -744 L - J 2584 -1144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 278 -5 O - G 492 -755 C - P 419 - 604 G - N 460 -164 P - E 460 -164 N - I 420 - 604 E - O 492 - 754 I - L 278 - 6 O - F 1370 -768 ••IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anti SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted a herwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a progperyy did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, Ile, Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z far standard plate positions. a division of any failure to build the g or cover page, rn. The suitability rnrcy rnnpmrenrs. uc SEQN: 668178 / T6 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 2 4EAS Aria "D" LL OL %DR Horton 14EAB Aria "D" LL OL ,DR Horton DRW. Wgt: 236.6 Ibs Truss Label: A3 / ... 10/11/2019 b m =4X6 i 6'4"9 7'10"g 12'4"8 17' 21'B" 26'3"8 30'9'7 32'3' 38'8" r 6'4"B '{' 1,6't' 4'5"15 4 F% 4'6" 4'7"8 4'5"15 F 1'6" 6'4"9 { io5X5 =6X6 F G 1112X4 =3X4 ===_ X6 ==-3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 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 Duratt; x 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing 6'2"13 I 12'1'3 + 114 , „ i` 218" '�- 24'6" 5,10.,3 + 6.2„t3 '{'1'{ 3112 1'132'S"3 38'8" 1F T1"12 i .11"� Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.157 P 999 240 VERT(CL): 0,288 P 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.123 M - - Creep Factor: 2.0 Max TC CSI: 0.372 Max BC CSI: 0.454 Max Web CSI: 0.690 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40015B 562S 5D3D 9C X A4 DE DE 796E E0 F9 TJ463&FMhaYbfPCs6iN(f4QNF3Tfi�NlC34S i3�d=Y NpdSri ASbt�.ft,. Ecirt. cb:. eanuyon �c aaa. a9sxa�i�^x.s�ga sata�.s Ma'>fCYti*if{Cif 4 W''Q ss�s�:'cip�aoi tkixcacaaccr�+t 3a�arxaex'ID-XgAr�S mnA easla4 xa3 �ssa+.kxaat:en+ena�Yaec�ctS�sst�it�ee mrwyelearm�s waica. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1562 /- A /940 /695 /385 K 1566 /- A /940 /695 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1218 -1969 B - C 1499 - 2833 H -1 1345 - 2347 C - D 1326 - 2377 I - J • 1326 -2386 D - E 1344 -2338 J - K 1500 -2842 E-F 1213 -1951 K-L 27 0 F - G 1153 -1697 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2468 -1194 P - O 2055 - 953 T - S 2466 -1194 O - N 2055 - 953 S - R 2047 - 924 N - M 2474 -1221 R - Q 2047 - 924 M - K 2476 -1221 Q - P 1702 - 702 Maximum WEb Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 230 -6 G-P 619 -331 C - S 322 -465 P - H 416 - 584 S - E 389 -159 H - N 388 -160 E - Q 415 - 585 N - J 322 - 464 F - Q 596 -343 J - M 230 -B Q - G 227 - 221 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny did ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or B10, Ile, Apply plates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. �eferto 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page. ie design shown. The suitability rmey omponenrs. uc SEQN: 668176 / T5 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 2 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 253.4 Ibs Truss Labol: A4 .. / ... 10/11/2019 1 �4X6 i 6'4"9 0"� 12'4"7 1 15' T 19'4" 23'8" + 2655+ 30'9"7 +32'3'7 36'8" 6'4"9 1'6" 4'S"14 2'7"9 4,4„ 4'4" 2'9"5 44"2 1'6" R12X4 =5X6 1112X4 =3X4 =3X6=3X4 =3X6 =3X4=3X6 =3X4 1112X4 SEAT PLATE REQ. �1 + 6'2"13 + 12'0" 5 38'8" + 11- 4 1 19 4„ 23 8" 24 „ 2 0„1 r 32'5 3 + SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 Loc R+ / R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.278 G 999 180 B 1523 /- A /938 /697 /345 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 N - - L 1523 /- !- /938 /697 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.118 N - - Wind reactions based on MWFRS IJCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep: 2.0 Factor B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.381 L Brg Width = 8.0 Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI. 0.470 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A- B 27 0 G - H 1272 -1856 Lumber B - C 1525 - 2751 H -1 1331 - 2009 C - D 1358 -2288 1-1 1382 -2257 Top chord 2x4 SP #1 D - E 1377 -2249 J - K 1364 -2296 Bot chord 2x4 SP #1 Webs 2x4 SP 93 E - F 1336 -2009 K - L 1524 -Z749 F- G 1272 -1856 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2395 -1227 R - Q 1754 - 818 V - U 2393 -1227 Q - P Wt4 - 985 U - T 1965 - 949 P - O 1974 - 985 ��lil;iYr�p T - S 1965 - 949 O - N 2391 -1255 MAP ;A 5 - R 1754 - 769 N - L 2393 -1255 14%':` W. �iA Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. .• o 04 « 1 V- C 235 - 6 R- H 262 -170 C - U 327 - 475 H - Q 537 - 362 U - E 355 -161 Q -1 397 - 522 N OF E-S 404 -529 I-O 352 -161 - F - S 545 -372 O - K 321 -465 g; F - R 262 -169 K - N 232 -9 G-R 223 -257 40015E 5628 5D3D 9C 3L A4DE DE 79fi8E0 F9 tnxrsmaxesan autvmcEs�rvgziaa min cxma � xsacsse� mmsmny F[ {Ei. � 917I81ict9 tdti i1i@c�l�AiLVYa are'Ss�a SNA+1 AdACgtKi?b:BfLC:9 vrY�mMccy�so! tHsBacremta<aa�icenstCax:c+�e?:�4:s�kd mi at,s sz+a-1acnhmlwaetmss�sae:�l3eeuurJ on mye3exz�z -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vt ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporaryrnray BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to oraponinrs. uc 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability SEQN: 668174 / T4 / HIPS Ply: 1 Job Number. 36CS0067A . FROM: AH Qty: 2 4EAB Aria "D" LL OLD/DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: AS / ... 10/11/2019 '86'31 38'8" F 32764499 677 694. 2654" �- 6'4"9 -' 05X8. 1112X4 =5X8 D E F ih :6(A2) 012X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 6'9"3 1' 5'4" 5'4" 1' 69"3 6'2"13 1' 6'2"13 13' 14 19'4" 24'8" 25 " 32'5"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 Loc R+ / R- / Rh / Rw / U / RL B 1616 A A /931 /699 /304 BCLL: 0.00 Enclosure: Closed I Lu: NA i Cs: NA VERT(CL): 0.324 E 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - H 1616 /- A /931 /699 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ 0.131 J - - ( )TL: Wind nd reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 It CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.9 Soffit: 2.00 TCDL: 4,2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 H Brg Width = 8.0 Min Req = 1.9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: G.576 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.02.1208.15 A - B 27 0 E - F 1430 -2366 B - C 1572 -2952 F - G 1372 -2452 Wind Duration: 1.60 WAVE Lumber C - D 1373 - 2451 G - H 1572 - 2953 Top chord 2x4 SP #1 Bot chord 2x4 SP *I D - E 1430 -2366 H - 1 27 0 Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2576 -1273 M - L 2118 - 961 P - O 2573 -1273 L - K 2118 -961 O - N 2118 - 931 K - J 2574 -1303 N - M 2118 - 93.1 J - H 2577 -1302 �rl Maximum Web es Per Ply (Ibs) b�11E�0i Webs Ten Tens.Comp. Webs W Tens. Comp. 4� **y Vim« P-C 247 -4 M-F 355 -215 1' No 1 "" C - O D-O 379 - 505 437 -171 K - G F-K 378 - 505 437 -171 °ems' D - M 356 -215 G - J 247 -6 Y . E - M 272 - 344 STATE'OF 40015B S829 5D309C.X AIDE DE 796E-EA F9 rnn�umnxnazrtemava,�<sryzy�.crtarc:a�auy rau raumtrsag t?c ts.�. �<nru{mv rn® cu�xrsamna5�sw m swe=i m�a�cWa ar�rxsa�ra! tlas9asuvacra�ar�tsaa��rca�ud zvs�A and A�-3aati<tnaitaticna95*mRStiH beu#±od 9n xayd¢arsaau aa+ira. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrney bracingTer BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propeify attache Srigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )tefer to otnpotrenta, uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro#essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the 9uilding Designer per ANSI1TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpinettw.com; TPI: w .tpinst.om; SBCA: v .sb6ndustrv.com: ICC: wwu J=safe.oro SEQN: 668170 / T3 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL !DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: A6 .. / ... 10/11/2019 t 6'4"9 11' '1"5I'22'0"1'' 2T832'37 38'8" 2166�481 57"14,7"74"7 r 5'61 2r 6'4"9 '1 =6X6 1112X4 =3X6 =3X4 =6X6 D E F G H 12 6 p go3X4C 1 Z3X4 c r In 1 =4X6(A2) B J=q S R Q P O N M L 1112X4 =3X4 =3X6 ==-3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"13 4'9"3 3' 2'6"1 5'9"8 2'4"7 3' 4'9"3 67'13 1� 6'2"13 11, 14' 16'6"1 22'3"9 24'B" 27'81. 325"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.177 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.331 E 999 180 B 1523 /- A 1918 f701 /263 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - J 1523 /- A /918 f701 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0,124 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.357 J B Width = 8.0 Brig Min Re q = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.415 Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1605 -2478 Lumber B - C 1593 -2734 G - H 1598 -2467 Top chord 2x4 SP #1 C - D 1470 -2360 H -1 1470 -2360 Bot chord 2x4 SP #1 D - E 1605 -2478 1-1 1592 -2734 Webs 2x4 SP 93 E - F 1605 -2478 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2377 -1286 O - N 2057 -1068 S - R 2375 -1287 N - M 2057 -1068 R - Q 2057 -1038 M - L 2375 -1316 Q - P 2057 -1038 L - J 2377 -1316 �1Afliit6#� P - O 2483 -1295 A Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 04710 " 1� S-C 202 -8 G-O 263 -311 a: gT C - R 301 -386 O - H 589 -366 D - R 364 -178 H - M 361 -176 �„* '} D-P 598 -374 M-I 300 -385 "� STATE W E - P 259 -307 I - L 203 -10 . 6. 'L P-G 109 -107 40D25B 53285D3D 9C X A4DE DE 796B'ED F9 r+�acrsras�ms®u�uonFeaegv�naaaay xamxupy xts�vasuas2scsa, 4f iff.> W. fl892�iffia ffiQ ctaan,xOmra�° sgz sawl a�e•:z>axtcnccds. ncepanwitaseerniara,smcailx^raaat�6snd ¢s,ka xd ttn saga-x a+,�sxssw-sump coa nw:e M w usi m ar�raomn�z **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rmtl bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. itefer to ornnoilents. ur. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingghippinq, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro Mona engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's rieneral notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or ; SBCA: www.sbcindust .com; [CC: www.iccsafe.org_ SEQN: 668168 / T2 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 201.6 Ibs Truss Label: A7 / ... 10/11/2019 r "8 "1 19, '833 29'8" I 8 328 3227 I 638 115 6'11"13 484 297"651001 " 11 to 0 v =4X6 =5X8 1112X4 =3X6 =3X4 =5X8 D E F G H �3X4C 1�3X4 ;6F_1 (a) A2) B J=-4; 1EBSI SEAT PLATE REQ. S R Q P 0 N M L III2X4 =3X4 =3X6=3X10 =3X4=3X6 =3X4 1112X4 SEAT PLATE REQ. 38'8" 22 '212 1'10" 7'1"10 1'8"5 5' 2'9"4 6'2"12 1� 6'2"12 9' 14' 15'10' 22'11"11 .24'8' 29'8" 325"4 38'8" 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 Kzt: NA Des Ld: 37.00 D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum'Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.221 E 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.414 E 999 180 B 1523 /- /- /900 f703 /222 Snow Duration: NA HORZ(LL): 0.070 L - - J 1523 1- !- /900 f703 /- HORZ(TL): 0.131 L - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.519 J Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J are a rigid surface. Rep Yes Max Web CSI: Bearings B & J require a seat plate. :2 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. 17.02.02.1208.15 A - B 27 0 F - G 1896 -3011 B - C 1616 - 2723 G - H 1884 - 2992 C - D 1577 - 2495 H - 1 1577 - 2494 D - E 1896 -3011 1-1 1616 - 2723 E-F 1896 -3011 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2365 -1303 O - N 2207 -1182 S - R 2363 -1303 N - M 2207 -1182 R - Q 2206 -1152 M - L 2363 -1332 Q - P 2206 -1152 L - J 2364 -1332 P - 0 3017 -1633 '**•a.��ly� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V. No 047182° S - C 140 -12 G - 0 318 - 393 � C - R 235 -243 0 - H 949 -566 m D - R 340 -190 H - M 335 -188 D - P 967 - 579 M -1 233 - 242 STATE, Z E - P 316 - 389 I - L 142 -14 21_ ,9a P-G 97 -93 40015B 5828 51)309CK A40E DE T96B Ell F9 —ttIDMRitbOM 6444XYNLSRj cvY—At8@06y'/A —I uSR ', xvlmto lcrwwl. �tb,'cecc�Erxolttas4oratceau�rmvtcsersE�aa1'3aIIs�4 xaw#d a4d tYaR..t*Sacothrnsizevcnzrrla_ bo—W.1-my4icaM k .14m **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �id ceiling Locations shown forpermanentlateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i e. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise, kefer to 60A-Z for sandard plate positions. a division of any )!s drawing,any failure to build the on this drawing or cover page ie design shown. The suitability ratty nmpot:tnrs, uc SEQN: 668186 / T20 / SPEC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 217.0 Ibs Truss Label: A8 .. / ... 10111/2019 6'4"8 +7'10"9� 13'10" 16'B" 22'2" + 27'8" + 32'3"8 + 38'8" 6'4"8 1'6"{ 5'11"7 2'10" 5'6" 5'6" 4'T'8 6'4"8 E=5X6 n :6(A2)1 1112X4 =3X6=_ X10 1112X4 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. 1' 6'2"12 5'9"4 6'212 12' 38'8" 1'10" 5'4"4 4'6" 1' 13"10 211 12 22'2" 26'8" 27' " �2'i SEAT PLATE REQ. 4'9"4 6'2"12 1' 32'5"4 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.360 P 999 180 B 1523 A !- /921 /695 /321 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 L - - J 1523 A /- /916 /698 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.128 L -- - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.540 J Brg Width = 8.0 Min Re 1.8 q = Bearings Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.557 B & J are i rigid surface. Bearings B & J require a peat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.960 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1645 -2484 Lumber B - C 1635 -2773 G - H 1645 -2484 C - D 1381 -2189 H - 1 1494 -2359 Top chord 2x4 SP #1 D - E 1406 -2150 I - J 1617 -2735 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1440 -2101 J - K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T' reinforcement. 80% length of B - S 2420 -1302 O - N 2055 -1089 web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.11 TW.5",min.)nails S - R 2420 -1302 N - M 2055 -1089 @ 6" oc. R - Q 2417 -1302 M - L 2376 -1338 Q - P 2462 -1308 L - J 2378 - 1338 Wind P - 0 2463 -1308 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp.' Webs Tens. Comp. #�s �d31.. S - C 273 -4 G - O 277 -335 C - Q 412 -590 O - H 60B -398 E - Q 1523 - 979 H - M 363 -178 Q - F 913 -1293 M - I 302 - 388 F-P 109 -2 I-L 203 -10 40015BS9285D3D9C3CA4CE DE 796B'EO F9 rren ams rai ceaa a acv�xcmaf c.Xraa am aamea ay raarrs� au�:msc� P[ Ri.6t2. Qi7rl7f ss97Aa cta�Aiass��a s4k.1 act�sniaaocnsaia. dttgbzatdssrfawcaanaram�sar::ck@aoadg'u8�5 snsrmr aAd ld# £�.165 J`u'titSlt9;9Uan6�P'!a mv9i6a awdltmi ar rapafa�lfaaae[ sspEca., **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T• IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricating, handling9 _shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building vent Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryry rnr� y per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty p rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr Torrent:. uc cable. Apply plate. to each face of truss and position as shown above and on the JoinfADatails, unless noted otherwise. defer to / Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling# shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability is of this thawing for any structure is the responsibility of the u!Iding Designer per ANSUTPI 1 Sec.2. SEQN: 668188 / T10 / SPEC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton %4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: A9 / ... 10/11/2019 6'4"8 7'10" 13'10" 18'8" 24'2" 29'8" 323"8 38'8" 6'4"8 1'5" 6' 41'0'" S 6" 5'6" 27"8 6'4"8 1112X4 =3X6 =4X10 1112X4 =3X10 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"12 5'9"4 1'10" 4'11"12 5'4"4 2'6" 3' 2'9"4 6'2"82 1' 6'2"12 12' 13'101 16'9"12 r 24'2" + 26'6"+ 29'8" + 32'S"4+ 388" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSl Criteria PP Deflection in ]cc Udell U# VERT(LL): 0.231 P 999 240 VERT(CL): 0.433 P 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.138 L - - Creep Factor: 2.0 Max TC CSI: 0.551 Max BC CSI: 0.630 Max Web CSI: 0.861 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 o 0.47,11012 STATS O a 40015B 5628 5DBD9C 3t A4DE DE 796E ED F9 rm um+rax aems traumesxsy sera a� uxY.� m{ izxrzrr maxerey Pt fii. LLt i473E1f M thi �ntEAas'Axmt v.ffi$a SNtul sc'A«ai�uda esa�exd W¢W5 6! t?$i $c4N'cent $"itKrt4CatSLi�'t0ffi$irt4 �$ snx�6 IfJr lin2`Q�A•t •ta'ttiMYa'At1�C"x:Q PC'tCttFl6w�'i{� �Y H�y?YiS4if61$L avfxa T,I ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 /- /- /910 /695 1321 J 1523 /- /- /904 /69B /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Req = 1:8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1891 - 2900 B - C 1650 -2772 G - H 1891 -2900 C - D 1397 -2190 H - I 1607 -2487 D - E 1423 - 2153 I - J 1649 - 2725 E-F 1451 -2141 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2419 -1302 O - N 2190 -1201 S-R 2416 -1302 N-M 2190 -1201 R - Q 2416 -1302 M - L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 P - O 3067 -1720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 272 -4 G - O 270 -331 C - Q 409 - 588 O - H 921 - 587 E - Q 1498 - 932 H - M 314 - 202 Q - F 1125 -1633 M -1 251 - 274 F-P 172 -2 I-L 158 -14 F - O 166 -217 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, by TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly ;;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 53, B7 or t310, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to 60A-Z for standard. plate positions. a division of any .is drawing,any failure to build the on this drawing or cover page Li design shown. The suitability rtnzy� ontpoaentr-. Uc SEQN: 668166 / T31 / HIPS Ply: 2 Job Number: 36CS0067A FROM: GM Qty: 1 =13 Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 270.2 Ibs Truss Label: A9G .. / ... 10/11/2019 3372 17+ '"4 LT _ "194' 3'3" + TY 2+ 3+'0"4+ 311"8'144 0512 3'11" 4'0"12 14"4 354"4 1'7144 44 2 fi =3X4 =4X4 =7X8 =3X8 =4X4 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 4'0"12 + 4'0"12 F 4'2"8 + 3'11" + 4'4"4 + 4'0"12 + 7 +1 7' 11'0"12 15'1,8 19'4" 23'3" 27'7"4 31'8" 38'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def tCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.247 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.467 G 986 180 B 3058 /- /- A /1391 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 D - - L 3059 /- A A /1392 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.095 D - - Wind reactions based on MWFRS NCBCLL: 0,00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 gCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.227 L Br Width = 8.0 g Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.276 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: No Max Web CSI: 0.273 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: 17.02.02.1208.15 A- B 13 -10 G - H 2O45 -4568 Lumber B - C 1413 -3094 H - 1 1949 -4356 Top chord 2x4 SP 91 :TC2 2x6 SP #1: C - D 1366 - 3050 I - J 1684 - 3758 Bot chord 2x6 SP M-26 D - E 1683 -3757 J - K 1366 -3051 Webs 2x4 SP #3 :W3 2x4 SP #1: E - F 1949 -4355 K - L 1414 -3095 F - G 2045 -4568 L - M 13 -10 Nailnote Nail Schedule:0.128'W", min. nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Chords Tens.Comp. Chords Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. B - T 2742 -1246 Q - P 4390 -1971 Use equal spacing between rows and stagger nails T - S 2729 -1216 P - O 3822 -1719 in each row to avoid splitting: S - R 3822 -1719 O - N 2730 -1217 �d8� R - Q 4389 -1971 N - L 2743 -1247 Loading��116 #1 hip supports 7-0-0 jacks with no webs. ��m.wr ��ai Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads and reactions based on MWFRS. a • : �, NO 047182 m C - T 34 -15 Q - H 236 -98 D - T 300 - 67 H - P 253 - 395 o D - S 1343 - 609 P -1 717 - 309 ' 4 Y S - E 428 -764 1-0 428 -764 Or° STATIEas E-R 718 -309 O-J 1343 -609 }+ R - F 254 -395 J - N 300 -68 OR V '+'4 F - Q 236 - 98 N - K 34 -15 G - Q 179 - 223 40o15B 5828 5D309C 3C A4 DE DE796B'EO P9 rnuer�aznexmsdsoasuausr��gnva ara caxascmY we ar snsaxaaeg, ft int_ 0411WIM tM dY Ah*»bM MI:95Nb1 az3-0Cnt+:stik>at�a 6Yk3'adk€98[xR{Sid.4Sld ffi011014M.iH,CStlES(rj°dl� � Su.d ita16TD Sf+A.2 wYntrxiaSfP11�O5t tP.r2 A9 9adY J Ot. tmy't1Cit# "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an c3 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ancy bracing per BCSI. Unless noted oltherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro any attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ora rouenr,. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i?efer to F drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabdrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE: www.ai ineitw.com• TPI: www.t inst.o ; SBCA: www.sbcindust .com• ICC: www.iccsafe.o SEQN: 706258 / T9 / SPEC I Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL %DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 198.8 Ibs Truss Label: All .. / ... 10/11/2019 7-10" + 13'10" + 20'8" + 26'04 + 31'8" I 38'8" 7-10" 6' 6'10" 5'4"4 5'7"12 7' D 12 6 � C =3X4 =6X6 E F G t T (a) 0 =3X6(AA1) B H=3X6(A1) j 1112X4 = X8 = X6 M=3X4 L =4X4K 1113X4 1 =3X6 SEAT PLATE REQ. SEAT PLATE REQ. 20'8" 5'8" 12'4" 1' 7'B"12 6'1"4 2'2" 4'11"8 1'8"8 52"8 7'1"12 .11' 7'812 1310" 16' 20'11"B 22'8' r 31'6"4 + 3818" r 3'7"12 i r 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.027 P 999 240 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.050 P 999 180 g 797 /_ /_ /_ /392 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.015 J - - M' 452 !- A /- /213 /- EXP: C Kzt: NA Des Ld: 37.00 HORZ(7L): 0.028 J - - H 820 /- /- /- /403 /- Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 P Wind reactions based on MWFRS TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.704 B Brg Width = 8.0 Min Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.519 M Brg Width = 68.0 H Brg Width = 8.0 Min Req = - Min Req = 1.5 Spacing: 24.0 " C&C. Dist a: 3.87 ft Rep Fee: Varies by Ld Case Max Web CSI: 0.574 Bearings B, M. & H are a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B & H require a seat plate. GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A - B 27 - 20 E - F 302 -138 Top chord 2x4 SP #1 In lieu of structural panels use puffins to brace all flat g _ C 556 -1120 F - G 285 -102 Bot chord 2x4 SP #1 TC @ 24" oc. C - D 296 - 573 G - H 564 -1170 Webs 2x4 SP #3 D - E 299 - 576 H - 1 27 -20 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 'T' reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better, B - P 927 -434 M - L 70 -259 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. P - 0 924 -435 L - K 70 -259 O - N 96 -230 K - J 996 -444 Special Loads; fly N - M 96 -230 J - H 965 -437 -(Lumber DurFac. 1.25 /Plate DurFac.=1.25j • � TC: From 56 If at -1.00 to 56 If at 27.60 pp �-A. ..., 7 o«« � Maximum Web Forces Per Ply (Ibs) TC: From 28 plf at 27.60 to 28 pIf at 31.67 a '« �' Webs Tens.Comp. Webs Tens. Comp. TC: From 56 plf at 31.67 to 56 plf at 39.67 4 ° BC: From 4 pIf at -1.00 to 4 pIf at 0.00 O P - C 289 0 M - F 82 -140 BC: From 20 pIf at 0.00 to 20 plf at 26.67 q a C - 0 272 -577 F - K 377 -511 BC: From 10 pIf at 26.87 to 10 plf at 31.64 • k "ar O - E 756 - 342 K - G 654 -1472 BC: From 20 pIf at 31.64 to 20 pIf at 38.67 a " D - O 245 0 J - G 754 -171 BC: From 4 pIf at 38.67 to 4 pIf at 39.67 TC: 174 lb Conc. Load at 27.60 , STATE E - M 512 - 876 TC: 160 lb Conc. Load at 29.60 ¢'V%�*14 Al °« *4' TC: 190 lb Conc. Load at 31.64 �� *** .»,� a°�+•3"° BC: 128 lb Conc. Load at 27.60 «:«*"' 1512 24lb Conc. Load at .60 BC: Ib Conc. Load at 31.64 SERALIth Plating Notes 40015858285D3D"9CUA4DEDE7949EOF9 All plates are 5X6 except as noted. PS tR.tfL ff°]38Sien W4°vcs&:x9 a9a�G ��i S: h:1 Wind 8X.'dSenfasSt�CW0. Wind loads and reactions based on MWFRS. �d°cygn vt t!&s9aurr°naatr°anlcaxaEnx�mn9 rm'�d MA04towaxan win cas°«w etre Mwgf°am* M. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire extreme care in fabricating, handlin shipping, for installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall temporary have a progeny rrwsy, attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, kefer om oiienrs, u P as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, or for handling shipping, installation bracing trusses.A this drawing conformance with and of seal on or listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. cover page_ , The sulfa and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's general notes page and these_web sites: ALPINE: www.alpineitw.com; TPI; www.tpinst.org; SBCA: www.sbcindusW.com; IM www.icesafe.org SEQN: 668191 / T16 / COMN Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 3 .4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 137.2 Ibs Truss Label: 131 .. / ... 10/11/2019 m On F- as Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: - 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing SEAT PLATE REQ. T10"9 13'10" 21'3"9 1'6"2 F 5'117 T5"9 E N4X&R1 1113X4(R) H 102X4 =3X4 =3X0 m3X4 192XBN 21' SEAT PLATE REQ. SEAT PLATE REQ. — i 5'4" 1' 0'21'10" + T9"1 4'8"15 ; r—T- B'2"11 12' 13'10° 217"1 26'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to hit C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 (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. 1 13"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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefUCSl Criteria PP Deflection in loc Udefl U# VERT(LL): 0.047 L 999 240 VERT(CL): 0.085 L 999 180 HORZ(LL): 0.016 H - - HORZ(TL): 0.031 H - - Creep Factor: 2.0 Max TIC CSI: 0.481 Max BC CSI: 0.455 Max Web CSI: 0.346 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 40015058205D3D9C3C.A4➢EDE 796BEO F9 rrm E:ax+enasmttn e�c�va�u�#:�srn maaaa aY mace,�ai ma�x:ea, �a � �, ta�lan ma Bsutta:a»a�x�a ssu"t x�A�:zsaua�suta Rkfte UZd Mi 6C tm araaacita:3st a'r4f8$fl¢9.4 Mhd mxt6.4.axaa�kamwmc am=ba�,uw-l"doon'k CVW1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 933 /- /- /578 /429 /274 M 640 /- /0 /388 /273 /0 N 480 /- /- /245 /227 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 M Brg Width = 8.0 Min Req = 1.5 N Brg Width = 8.0 Min Req = 1.5 Bearings B, M, & N are a rigid surface. Bearings B, M, & N require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 563 - 853 B - C 790 -1512 E - F 572 - 893 C - D 538 - 893 F - G 361 - 584 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1296 - 660 J -1 1051 - 552 L - K 1293' - 660 I - H 41 - 34 K - J 1293 - 660 Maximum Web Forces Per Ply fibs) Webs Tens.Comp. Webs Tens. Comp. L - C 285 - 8 F - I 362 - 585 C - J 425 - 626 I - G 450 - 230 E - J 376 -153 G - H 292 - 404 J - F 386 -182 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! T' •'IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an� SBCA) for salPety practices prior to performing these functions. Installers shall provide temporarryy ane� BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty KK. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, . Apply dates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (iefer to ompanenrs. uc 60A-Z for s ndard plate positions. a division of ITW BuildinlComponents Group Inc. conformance with ANSI PI 1, or for handling sh this drawing indicates acceptance of profes. to of this drawing for any structure is the rest lis drawing,any failure to build the on this drawing or cover page, is design shown. The suitability SEQN: 668194 / T17 / GABL Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D' LL OL /DR Horton 14EAB Aria "D" LL OL ,DR Horton DRW: Page 1 of 2 Wgt: 240.8 Ibs Truss Label: 82GE / ... 10111/2019 i 6'4"8 , 13'10" _ _ 21'3"9 _ i 26'4" r' 6'4"8 T5"8 7'S"9 5'07 2'6"+.� 2'8" 2'8" (7YP) .. 1. fi'2"12 6'2"l2 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W2 2x4 SP #1: Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 26'4" 13,10" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPIStd: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T9"1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.044 U 999 240 VERT(CL): 0.038 U 999 180 HORZ(LL): 0.023 U - - HORZ(TL): 0.025 U - - Creep Factor: 2.0 Max TC CSI: 0.232 Max BC CSI: 0.162 Max Web CSI: 0.586 Mfg Specked Camber: VIEW Ver. 17.02.02.1208.15 4001585823 503M3[ A40E DE 796E E0 F9 rnnaamnaaoemxear�mvtxa^i�VV�4 a� aasu,� cg�axcuar teazta.ea. Ff (Fi, t#. tli7187#� L9e t"araERA1nA1 o�s�a SbIN1 ma�cnrzatvmsaia isdec9tas o3 ti�doteazcat aaccterasf�cr�ss4a�,l:sab>& andrie 4+�1 2 r.�et,teaUatta3at�mt W VYSi� mcaay:8carralc m I 3X4(R) 1 SEAT PLATE REQ. 4'8"_ 15 -{- 26 4 ♦Maximum Reactions (Ibs), or•=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B' 86 /- A /45 /40 /13 BF 218 /- A /139 /80 A Wind reactions based on MWFRS B Brg Width = 256 Min Req = - BF Brg Width = 8.0 Min Req = 1.5 Bearings B & BF are a rigid surface. Bearing BF requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 L-M 251 0 B-C 25 -68 M-N 241 0 C-D 68 -18 N-O 222 0 D-E 111 -13 O-P 162 -25 E-F 152 -8 P-Q 114 -45 F-G 71 -79 Q-R 93 -67 G-H 79 -78 R-S 92 -76 H-I 76 -45 S-T 135 -75 1-1 124 -24 T-U 127 -98 J-K 173 -4 U-V 69 -137 K - L 232 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AK 163 -50 AD -AC 177 -54 AK-AJ 171 -52 AC -AB 93 -21 AJ-AI 174 -53 AB -AA 93 -21 AI-AH 176 -54 AA-Z 93 -21 AH-AG 177 -54 Z-Y 93 -21 AG-AF 177 -54 Y-X 185 -43 AF-AE 177 -54 X-W 25 -34 AE-AD 177 -54 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH-F 26 -61 AW-AX 273 -152 F -AL 207 -76 AY -AZ 270 -151 AM -AN 214 -78 BA -BB 263 -148 AO -AP 215 -79 BC- S 269 -150 AQ-AR 221 -81 S-X 178 -85 AS -AT 208 -77 X-BD 114 -30 AT -AC 236 -85 BD -BE 113 -29 M -AC 0 -120 BE- V 96 -26 -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, handlingsh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary mrey bracing per BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1o, onr rents. uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabdrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.a ; SBCA: www.sbcindust .com; ICC: www.iocsafe.org SEQN: 668194 / T17 / GABL Ply: 1 Truss obNumber: 36CS0067A FROM: AH Qty: 1 EABAria "D" LL OL /DR Horton MEAB Aria,D" LL OL,DR Horton Page 2 of 2 Wgt: 240.8 Ibs Label: 132GE o 047,182 `0 ff 1,, STATE OF DRW: ... / ... 10/11/2019 AC -AU 281 -156 V - W 243 -174 AU -AV 266 -148 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AK 164 -95 AU- N 71 -40 D -AJ 95 -68 AV -AB 251 -111 E-AI 85 -68 AW-O 212 -88 H-AL 98 •77 AX-AA 105 -66 AG -AM 93 -75 AY- P 114 -72 1-AN 100 -72 AZ- Z 97 -62 AF-AO 101 -72 BA- Q 107 -72 J-AP 114 -71 BB-Y 41 -49 AE-AQ 103 -65 BC- R 31 -35 K-AR 212 -88 BD-T 20 -18 AD -AS 252 -111 BE- U 122 -51 L -AT 71 - 40 4Do15B 58285D3D9C3C AIDE DE 796BEO f9 rnmummrtasseamesccerasaca>r .4 came04raa 1manxea, 8'CtrL 17k. 81641 W At dIM fib�ftA*aw.k@a Wk 2 cet�nsms�c�c. 119inixEap�s eri3f:Ca�cPQYfaM4CeaYiStaCi�NSmu9 SSSICd .4 u. S:M2JbNY4eYiEfMMiM asmdw_&"M."4wwk eW�W. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary andy bracing per BCSI. Unless noted olhenxise,top chord shall have properly attached structural sheathingand bottom chord shall have a propeily attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to onrponenr.<, uc drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlinWhipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of ppro ssionall engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. ;:­ mn.e ini—fine eee 16ie iWh nnn 1 nnfnc nano end o.o—..,or, eHn Al PINE wunu nWn ih — TPI- uxm. fnin f — CRCA uw.0 e6ninduefry nnm ICf4 .ww iro fe nm SEQN: 706230 / T26 / COMN Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 2 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: D1 .. / ... 10111/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit. 2.00 Load duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 R 5' 5' C=4X4 IIILA4 10, 5' SEAT PLATE REQ. SEAT PLATE REQ. 10' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.501 GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 5, 0, 1 Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 /- A /287 /202 /134 Snow Duration: NA HORZ(LL):-0.003 F - - D 438 A A /287 /202 A HORZ(TL): 0.005 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = B.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.214 D Brg Width = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.209 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Rep Fac: Yes Max Web CSI: 0.081 FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 C - D 359 -492 B- C 358 -492 D- E 27 0 40015B S828 5D 304C 3C A4DE DE 7B6BE0 F4 rnuaer�sccaxxeexr eracuteuc�tc�yxeasea �sxemfwsrsl xeuxaes„ Pt di$.tl:. aaJiaaien tic V3Q6P2#s®a'�YY tm&' �ifNA<i n�a3te;aticncr.�"e. ztmaac a3 tYdy4cttsttaH a�aatvlaea�,6.++¢L ra�+e3�9 cxa�d Ahdti4 S:t 28cfh4rtiRetic4t<09l3C+6t�i KfliiEvi piMrtl4tJf6�?C �{e3. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 395 -183 F - D 395 -183 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 213 -2.8 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temposrryy BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly oiId ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, e. Appiy Agates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for sp nclgrd plate positions. a division of any its drawing,any failure to build the on this drawing or cover page, ie design shown. The suitability anc1. onrponents,uc SEQN: 706265 / T33 / HIPS Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton rW-/ Wgt: 50.4 lbs Truss Label: D2G 10/1 112019 3' 5' 7' I 10, 3' 2' 2' 3' III 4 6 2 C=4X6 =4X6 E n 2X4(A1) B F=2X4(A1) as A Li LiG J I H 1112X4 =3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 10' A M LV 1 3'1"12 1'10"4 1'10"4 3T'12 1 1 1 + 1 31"12 5' 6'10"4 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf., NA Ce: NA VERT(LL): 0.012 D 999 240 Loc R+ / R- / Rh / Rw / U / RL B 499 A A A /237 A BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 D 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 H - - F 499 A /- A /237 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.008 H - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Brg Width = 8.0 Min Re q = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.079 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.117 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.050 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. VIEW Ver: 18.02.01A.0205.20 A- B 27 -20 D - E 287 -676 B - C 294 -669 E - F 294 -669 Wind Duration: 1.60 WAVE Lumber C - D 287 -676 F - G 27 -20 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading #1 hip supports 3-0-0 jacks with no webs. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 565 - 237 I - H 572 - 235 J -1 572 - 235 H - F 565 - 237 Maximum Web Forces Per Ply (!be) Webs Tens.Comp. Webs Tens. Comp. C-J 83 0 I-E 131 -65 C-1 131 -65 H-E 83 0 D- I 95 -116 4DDi5658285D3D�3C A4DE DET4fiB'EA r9' rcre�an»azrasnrsea+uetgt�XsY.uc rm ntmasyaaaeu�rawtaeca; P[ti£, t�, 9d7191j�f �@ ukLSsk2t'054vi� �dRy SaiA+l iR2�Ks£#SE3Cs54io1:. itidliLlSC£giti5Grt3'i599S4YfCN dtOltG1Cp15SLG;50d S$YC4i3n1541kd �31afFW f a:CnduuaBmcaSaruxtEe ar¢+iti¢S or.a6^(Ritttr9a� -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 fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary aney bracing per BCSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om �on�nrs. uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this g'rawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Fnr mnm infnnnatinn sae this inh's eeneral nnfes na"e and these w h sites- AI PINE- w alnineihm rnm• TPF w tninstnm- SACA- ­hnindustrv_m Irr- w it fe nm SEQN: 668144 / T1 / GABL Ply: 1 Job Number: 36CS0067A : ; FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton I4EAB Aria "D" LL OL ,DR Horton DRW. Wgt: 43.4 Ibs Truss Label: C1GE .. / ... 10/1112019 4'2" 8'4" I' 47' 47' (TYP) E=4X4 T 12 T 6 p D F C G u� fV C 2X4(A1) B H=2X4(A1) iv A (lN M L K J SEAT PLATE REQ. SEAT PLATE REQ. 8'4" I 1' 8'4" 8,4„ 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 K 999 180 B 375 /- /- /251 /173 /118 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - H 375 /- /- /251 /173 /- Des Ld: 37.00 EXP: C Kzt: NA TL HORZ 0.009 D - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 H Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Bearings B & H are i rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.058 Maximum Top Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords T Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEWVer:17.02.02.1208.15 A-B 27 0 E-F 573 -349 Lumber B - C 499 -386 F - G 531 -368 C - D 530 -368 G - H 500 -386 Top chord 2x4 SP #1 D - E 573 -349 H - I 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. B - N 316 -282 L - K 313 -272 Loading N-M 315 -276 K-J 315 -278 M-L 313 -272 J-H 316 -285 Gable end suppurts 8" max rake overhang. Top chord must not be cut or notched. Maximum Gable Forces Per Ply (Ibs) Wind�o 1lliiJt"'A{B Gables Tens.Comp. Gables Tens. Comp. Member design based on both MWFRS and C&C. 4 it+ 4+` C - N 91 -15 K - F 148 -36 ��nmzs,• ,it .,N N,, 4 �e D - M 148 -36 J - G 91 -15 Additional Notes �® i r �► E - L 152 - 237 See DWGS A16015ENC101014 & GBLLETIN0118 for" �® `ar 047182 gable wind bracing and other requirements. ' +SOO MI582ffOMCKUDEDE7989EOF9 rms"err� "as seen suxuaneasr ggrxx sra uzsce ay rzner:xi aunvsea, ec Ca-tx, oanarpan �e dsra stems �a sys.i aacAmaaR�sr�. "SEeep�sof tits§ttucent�aranexn 'dc�sca��d s�aakd and ma b+4A•2 a+.�.rsairaticmtc?asrwabq ues9z3 maA•paitttrev3z CEc1M **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen( Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryrrrtcy bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attacheTrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, onr orrenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (?efer to W drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing indicates acceptance of prot'essionag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. For more information see 1his'ob's aeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com• IM www.iccsafe.ar SEQN: 668146 / T18 / VAL Ply: 1 Eb.Numbsr. 36CS0067A FROM: GM Oty: 1 B Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL,DR Horton DRW: Wgt: 25.2 Ibs s Label: V8 / ,,, 10/11/2019 L 3'11"8 7111" i r- 3'11"8 3'11"8 12 E D 1112X4 r— 7'11" 3'11"8 3'11"8 r 3'11"8 7-11" B=4X4 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Additional Notes See DWG VAL160101014 for valley details. Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.009 D 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 D 999 180 E* 73 /- /- /34 /28 /8 Snow Duration: NA HORZ(LL): 0.004 D - - Wind reactions based on MWFRS HORZ(TL): 0.005 D - - E Brg Width = 95.0 Min Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing E is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.141 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Comp. Rep Fac: Yes Max Web CSI: 0.109 A - B 200 -178 B - C 200 -178 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bat Chord Forces Per Ply (Ibs) WAVE VIEWVer.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. STATE OF 40015E 5828 SD3D5C3C A40E DE 7963 ED F9 iflf: rCd"S "dimF4R e�snemwe. ^}e aetars assisa V­n..k, P[fE4 OL 94riWim ut Sdsb» Hr. Ra §NRel ECMto1p�9BilIID4t(ti{A sa��dcrgkxo0�cra �tarcmttrrasEEc�x�icQsnd zaaLsS amd ltm4a+A4 auYn4reiavmvcmta myst�a � atisrtyelaYr+�x� A - D 235 -146 D - C 235 -146 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 366 -309 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tempora BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, Ile. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippin,7, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmcT� ompanenrs. uc SEQN: 6681471 T11 / VAL Ply: 1 Job Number. 36CS0067A FROM: GM Qty: 1 4EAR Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: V4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 1111"8 3'11" 1'11"8 ' 1111"8 12 6 B= 3X4 T A 3X4(D1) =3X4(Di) C 1� D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. i � 3'11" _i Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'11" 3'11" DefUCSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.004 999 240 VERT(CL): 0.006 999 180 HORZ(LL): 0.001 - - HORZ(TL): 0,002 - - Creep Factor: 2.0 Max TC CSI: 0.058 Max BC CSI: 0.069 Max Web CSI: 0.000 Mfg Specked Camber: ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D' 70 A A /31 /22 /6 Wind reactions based on MWFRS D Brg Width = 47.0 Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 188 -162 B-C 188 -162 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A-C 158 -149 40015858285D3D9C3CA40EDE795e E0F9 rn+susmrtxrrrsscuttx:eu.xrpagseca� saasagY�+nmar�au"ee¢r� n4p—utrN>19S1m At dsrcf&cwaa wf WAS SM4 mA%fnt�auw,faa3m: �6tLgxsof tt�cawcsat �'f actcrnd»�afC figrm9s�9 ¢afWd � efa S.�azm.exfnst.BassaAae�xaeaf vuttai w msyeiwrcnsr —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro pperylr y did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or B10, 'le. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of iri 9, or Tor acceptance any structure its drawing,any failure to build the on this drawing or cover page_ Le design shown. The suitability mrey omponenrs, m SEQN: 706248 / T30 / VAL Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt:21.0lbs Truss Label: MV6 / ... 10/11/2019 R —W Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: -ASCE 7-1D TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. 5'10"8 5'10"8 5'10"8 Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.011 C - HORZ(TL): 0.016 C - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.326 TPI Std: 2014 Max BC CSI: 0.253 Rep Fac: Yes Max Web CSI: 0.207 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 No 047102 s. 10 ". TAT . O 40M5058285D3D9CXA4DEDE7960E0 F9 mn ear!, nn Dees aunzaac�y p era eazrra sy aaseeri masrceg PE (Yt. iM. tl47183i ciw Us9 4htlkY,�wa.�rga 3&[R�I mi'4��.56kxtY.°n rtaiffi, V�4�4LQM56r tii$CMUL4YM 3S8DG:GCn^.f3.itE r4i: S14 [Likd aaai tdN iA-i.kShIIttSka4ioAt0�E1ms2tl0Wit�masyAxiror3z ecn&n. 1 1 ♦Maximum Reactions (Ibs), or•=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D• 74 /- A /53 /30 /19 Wind reactions based on MWFRS D Brg Width = 70.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Cornp. A-B 46 -116 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 188 -20 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 232 -137 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building f Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or p10, 'Ie._ Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise, kefer to a division of any failure to build the g or cover page, in. The suitability rnrey omponenrs. uc SEQN: 706250 / T22 / VAL Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 14.0 Ibs Truss Label: MV4 / ... 10/11/2019 �f II-` 3'10°8 - —I 1112X4 3'10"8 3' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI 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 T _90 T r' r ♦ Maximum Reactions (Ibs), or •=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA D' 73 A /- 151 /16 /12 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.004 C - - D Brg Width = 46.5 Min Req = - NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.153 Maximum To Chord Forces Per PI Ibs p y ( ) Luad Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.117 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.090 A - B 32 -75 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. o 0471.02,ix STATE + w Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 142 -13 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 157 -88 40015B 58283D3D 4C 3C A4DE DE 795E ED F9. aN4 R41i tt6i 4244h 4Y4ttSCIdfYY{ S'�ni# 2LS At5tt6 6y' YASPe:FI LJLt W GA. i {53.. tiL 8S.1a1 r en iL@ Nua cLswa ahcva IGk� 9 54A.1 td.'�tCA�tKakk 94Xb.�f, 79�s�d[tp�3tli ttlYdf�#aGard a?rarwtanst6.^�rsa.�$uSsr,S sslbd ' and tAo S M2a�stfianee'ss3ar�6�icM..s:t6e sra#i� r� MrykdaeYiaxila fXp413 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary ru7�• bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny attachedgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nix �ouenrs. uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of rofessionat engmeerin responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the B9uilding Designer per ANSVTP11 Sec.2. Fnr mnm ininrmafinn ern fhie inh'e nr ml nnfre nanr and fhrer w h vitae• Al PINF• � afninaifw - TPF wane fnincf n­CRr.A• Irr- unnAv im fr nm SEQN: 706252 / T14 / VAL Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 11.2 lbs 'rruss Label: MV2 .. / ... 10/1112019 12 6 B 3X4(D 1) T A 00 V177CD iv 1' 10"8 m 1110,18 1110,18 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph PP. NA Ce: NA VERT(LL): -0.007 B 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.008 B 999 180 D• 75 /- A /47 112 /9 BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Snow Duration: NA HORZ(LL): -0.003 B - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.003 B - - D Brg Width = 22.5 Min Req = - NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.034 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.066 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -19 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Lumber A-C 58 -6 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 forvalley details. o 047102 'STAT15 O 4OM535928 SD309C 3C A4DE DE 7968 E0 F9 TRM_..% DM 4WkL^6MtSP,fgjnCa M wwoOV fAS 1ARHt " 140— U1, 94nwi4w at digsAR 5W-rBtie&s 5Wl Sc'394'it>:itiGff t4d0 c�Nsdtcpits �Mkts4acmt�msarmts�arb."vops�g,ed�,4 exak�6 a d 4f® S'�+AA it.+�st(tV°BLCTiaCda sAiYdM �v6 a, atpniSZtrof6 a�fcx **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! T• ••IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy aney per BCSI. Unless noted o herwise,top chord shall -have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, 87 or 910, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2eferto onrponents, uc Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not Le responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing Indicates acceptance of professiona engineering responsibility solely, for the design shown. The suitability is of this drawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. SEQN: 668151 / T15 / EJAC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 10 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 23.8 Ibs Truss Label: EJ7 / ... 10/11/2019 C 12 6 77 c� 7- o � -v 2X4(A1) B 13 A D SEAT PLATE REQ. 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 Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TO CSI: 0.496 TPI Std: 2014 Max 60 CSI: 0.368 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE 4001565628 SD3I) SMA4DE DE7960 E0 P9 ma sam sines ems rrxucaa eat zgrsa � tiea�s ny wswi wn axes, Br �. tFw B171r7}@a� fdt�ktaSP,�flaiaswa ag�SNdw1 xsacnzcxumc�a rfa,;r3csp7xxct ttb�ott°neM.aarcGivansPffsrn6ttpugma4 uuk4 ud U4a#S audstncu caw ea-tto wak40o-V'duvwg -VIM ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 336 A A /259 /117 /173 D 127 A A /101 /20 /- C 171 A /- /91 /133 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nre extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anr7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathing and bottom chord shall have a progpeny aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to 60A-Z for standard plate positions. a division of Fivi t,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page, ie design shown. The suitability [llt�y nnrponents, uc SEQN: I FROM: AH 544 / T24 / EJAC Qty. 2 4EAB Aria" D 3 LL OL DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 26.6 Ibs Truss Label: EJ7A / ... 10111/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 H �— 2'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.16 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.010 D - - HORZ(TL): 0.017 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.544 TPI Std: 2014 Max BC CSI: 0.348 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40015B 5829 SD309C3LA4DE DE-7968'E0 F9 tt Mmnxenms y 'esfm me ata>bmex, PtVL.UL 04yiw)- a* �sta at�a�ro6m.Ysta SSW i mh.atKaGiai wtE A#ftaccp�. a3 ti8a4ac csstasamvtaaad3t^xoC iS,xn4 ssafb &",iftswamdhaNYaU 4v""At*6Yxirk.3ManyeiSctfcA±L c01- C 0 U) 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 438 /- A /370 /178 /202 D 124 /- A /101 /12 A C 160 /- A 778 /125 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shiping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) :o,rsa'oty practices prortoperforming these functions. Installers shallprovide temporryyBCSI. Unless noted otherwisetop chorsall have properly attached structural sheathin and bottom chord shallhave aprorlid ceng Locationsshownfoermannt lateral restraint of webs shall have bracing insalled per BCSI sections B3, 87 or 810, Ile. Apply plates toeach face of truss and position as shown above and on the Join Details, unless noted otherwise. fJ.fer to 60A-Z for standard plate positions. a division of any failure to build the g or cover page, in. The suitability r7nu�y' onrpo7renrr: ❑c SEQN: Numbr I FROM: AH 260 / T13 / EJAC Qty. 5 4EAS Aria" D 3 LL OL R Horton AEAB Aria "D" LL OL ,DR Horton I DRW:/ 10/11/2019 I Wgt: 21.0 Ibs Truss Label: EJ7B T 2X4(A' SEAT PLATE REQ. Z B 20 o_ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA A 270 A A 1188 179 /151 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - - C 128 A A /104 /21 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.027 C - - B 174 A A /95 /135 A NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf A Br Width = 8.0 Min Re Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.505 g q = 1.5 P C Brg Width = 1.5 Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes' Max Web CSI: 0.000 Bearing A is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing A requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Lumber A-B 78 -152 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. A-C 0 0 021. " 'a ` ° F • ° Inil Mi vim 61:RAL * 40D15658285D309C3C M DE DE 796E E0 F9 rnaufmnxeemsamnrr+u�s^#,gsrs ara xza�aaY r�ar.�isvnee,� Pt• ux, a472a7i"n lLsxcecEav �sta�ire s�ga S4i�1 xtLsntemiisne'se3c. nscrgakxnE tics6ocs.+xmt aancictnsis..<asYpxsand casks soil do Wt Ixr..rt.cntuatieneo#aszrs6a vaaiisei on sayalaeexezuc cs4tas. **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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI an SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary mr�y bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, oni orients. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. (Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professrona 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 ANSUTPI 1 Sec.2. SEQN: 706232 / T29 / EJAC Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 3 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: EJ3 .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. Snow Criteria (Pg,PfinPSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C 31 3' DetUCSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.003 D - HORZ(TL): 0.003 D - - Creep Factor: 2.0 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specked Camber: VIEW Ver. 18.02.01A.0205.20 40015B 5828 5D30 9C 3C A4DE DE 7968 ED F9 fiSS&tASN3Dttn tHi w4=1 cw� ="k Py aE.beua1D1&it ' F1 PL uL 54:37C1)_ FEt d'i&a4tsCisP.Am wzta M4 AOCRi s?iLJivjd3 Pis'r,ffidu. !tlftt sttrw¢en2a'mtaslcrnsi�sa5Vold'wl mbi X404 VA'1x44fAaratmmk er+ Ibo mi&d tnmyreltt4m* ma- T ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 193 /- A /162 [76 /86 D 51 A A /41 /6 A C 64 A A /30 /51 A Wind reactions based on MWFRS B Brg Width - 8.0 Min Req = 1.5 D Brg Width — 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling, shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building S Safety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty d�id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 'le. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. (Refer to 60A-Z for sp ndard plate positions. a division of any ris drawing,any failure to build the on this drawing or cover pa Lege. design shown. The suitability rmc�y nnrpouenm ur. SEQN: 668154 / T38 / JACK Ply: 1 Job Number: 36CS0067A . FROM: AH Qty: 4 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton Wgt: 16.8 lbs Truss Label: CJ5 T/ SEAT PLATE REQ. 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 5' A Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Std: 2014 Max BC CSI: 0.182 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 w 'x ` o 047102 W 7 ,9 STATE OF 40015B 5828 5D3D 9C X A4DE DE 7966 ED F9 mffie�smnasmemxauaurm€zrete�rrra�na zma�s a9 avn�.f &unwsa; Ht€i.t&.947287fen lflz dua�C�sm�Lsat u^.xsxa SN/ i ac�cnS�a?lcssw3a. 03�i.1"6fc$''Ic�tlf tltli�aaxtfll3Ca+oGit»4d�cEaf�te� sn! tiaz5a$ Millt4MEOW a MI'a" Xdi trsC�a. C DRW: .. / ... 10/11/2019 —17 ch fV io ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 263 /- /- /208 /96 /129 D 90 /- /- /70 /13 /- C 119 /- /- /62 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shi�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building yen Safety Information, byy TPI an SBCA) foF sa ety practices prior to performing these functions. Installers shall provide temporerryy per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeAy p rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face o truss and position as shown above and on the Joinf Details, unless noted otherwise. �tefer to Is 160A-Z fo: standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippingg, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance ofpro fessronat engineering responsibility solely for the design shown. The suitabdrty ;e of this yawing for any structure is a responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. aney omponents. uc 0 SEQN: 668153 / T23 / JACK Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 19.6 Ibs Truss Label: CJ5A / ... 10/11/2019 C 12 6 o_ N LL7 2X4(A1) B A D SEAT PLATE REQ. 2a4aa A— 5' i 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 373 /- A /330 /162 /158 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 D - - D 85 /- A /77 /13 /- EXP: C Kzt: NA HORZ TL A ADes Ld: 37.00 ( ): 0.008 D - - C 103 /42 /82 /- NCBCLL: 10.00 Mean Height; 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 P D Brg Width = 1.5 Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.171 C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 63 0 B-C 46 -115 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. _ Member design based on both MWFRS and C&C. B - D 0 0 �a,4i4itt11DitI d%t� 4. 47182 T' O �i0l. V! � 40D25858295D3D 9CX A4 DE DE798e-EO F9 Hass✓mrmnnzresn® mkarastsapnasar.7saaaea evwsa_. rnm m ra{n.uLasnaxim atisxmot a twwkRasews I aa�crtzanca u7s. M�'ada91aso1 thtsCacufcou aramfecnsiftrca:ff�+aBand sxaOd u4d /14a VA-1 aaiQicflc'SAum 4YF$4 ma artaA" al]i edtawft tsgks- "WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! T• •'IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rniet bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to ornpouenrs. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. SEQN: 668155 / T28 / JACK Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wilt: 15.4lbs I Truss Label: CJ58 .. / ... 10/11/2019 2X4(A' SEAT PLATE REQ. r+� B Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity P TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA A 195 /- A 1135 /56 /107 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 C - - C 91 /- A 174 /15 A EXP: C Kzt: NA HORZ TL 0.010 C - - B 123 /- A /67 /96 A Des Ld: 37.00 Mean Height: 15.00 ft ( ) NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.psf A Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Mt;x TC CSI: 0.319 C Brg Width = 1.5 Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.187 B Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing A requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumber A - B 55 -122 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. A - C 0 0 IE r' OF 1`Z � AN sue: 4001SB 5828 SD 3D 9C 3C A4DE DE 796E EA F9. rMieepPSRl4l64N GktH�'G(fSp2'�MC 25:IISY3YCpyf� K3LSb1tl51d, Yt{rl,{�, �dY281"jcfl tE�vk�¢Abb'A�u° r0+r.�f ysiA•i R.2ACfltKat3tnScd4. av��dtegHIs o! t#�dsusecTS�^ar:rtts�d:�eCatgdd�d usfzd xd 7AC %tAS2u6asat4za2ira'tt�#muzi3se vtNi49 M zcy,A¢chaaxk c�ko. ••WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an c3 SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm JoIIB�lr9, ur as applicable. Appty Agates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Defer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingghippinq, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawingg indicates acceptance of pro ssiona77 engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwwApinst.org; SBCA: www.sbcindustry.com; ICC: www.i=afe.org SEQN: 668157 / T25 / JACK Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 5 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ3 .. / ... 10/11/2019 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf , Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parellei Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a SEAT PLATE REQ. 3' 31 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Sid: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 400153 5828 5D3139C 3C A4 DE DE 7960 Ee F9, rre _Mftetbesssastav�am^*W.. ash. —by +a3avtt 4 r4Vc.OL#471WIeatAcCxccEaaan S4 r�Rz i m9arnei:aacncF3a. ft'l iaa crtindamstxametcsrWm4tscG C�',4 msskC ars Ica.WA4 dtL&N001iM<". t^. &to WAT.l a.uv 4.0Mrk 00m 1 M CD LO M N ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 193 A A /162 f76 /86 D 51 A /- /41 /6 A C 64 A /- /30 /51 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D D 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bY TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, Ile. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. rTPI 1, or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page, ie design shown. The suitability J nrrey omporrenra, uc SEQN: 698330 / T21 / JACK I Ply: 1 1-job Number. 36CS0067A FROM: AH Qty: 1 14EAB Aria "D' LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 15.4 Ibs Truss Label: CJ3A .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C n 6 V M 0 =3X4(A1) B rr' 1 A D (V Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCph 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' 2,4° -i 3' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPIStd: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.009 D - HORZ(TL): 0.009 D - Creep Factor: 2.0 Max TC CSI: 0.938 Max BC CSI: 0.231 Max Web CSI: 0.000 Mfg Specked Camber: VIEW Ver. 17.02.02.1208.15 SP�!At. 40015B 5928 5D3D 9C3C A4DE DE7968'EA F9 irtrseumnasaaas emzum;< spcyg�narm mauaeYrsarui �a'ta-ca, Pc ti3.Uz, aa7f9ui�rc tF.m z!at cE�waib2we er�ksga sa4W1 aei4cnFkatitntw3a w�ti�IIet�taa W t#sacccaarcniaaaaa�ttca�cea r�tsndan6 axak3 xrdt3as fLi4aNfimilatSc?L�66}t¢�6tb9 �tiri �sayetcc'�ieak mgias. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 324 A A /309 /157 /115 D 44 A !- /57 /25 /- C 34 A A /32 /30 /- Wind reactions based on MWFRS B Brg Width = 0.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 15 -83 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly a;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this yawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. cntey ntnportenrs, ur. Numbr FROM: AH 159 / T32 /JACK Qty. 6 14EAB Aria" D 3 LL OL //DR Horton MEAB Aria "D" LL OL ,DR Horton DRW. Wgt: 11.2 Ibs Truss Label CJ1 / ... 10/11l2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 4"3 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 12 6 C 2X4(A1) B SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA - Ce: NA VERT(LL): NA Lu: NA .Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 TPI Std: 2014 Max BC CSL 9.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40M5656285D3D 9C 3C A4DE DE 796E ED F9 viVLUl #@7=j7 0.ftvA p.bm Wnga SNA�l aq+'AmS wkn W'0. '!?"bi:YEAfQ�90et1i5Q#4d'GCflI+VAYrCAt�tl1E16Ed#Q e�S�#Q+'� 1� A'dj d$r9 LMA•.2 �11..WsBt3L)<C�I F..iGlbi Wli:A2# M 1�#t4Yt(#,i�L fCPG:3. M ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 150 /- A /145 f77 /42 D 11 /-1 A /18 /10 A C - /-14 A /25 /28 A Wind reactions based on MWFRS B Brg Wirth = 8.0 Min Req = 1.5 D Brg Wift = 1.5 Min Req = - C Brg Widih = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "T` IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary nnc5 bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to onrpoucnrs. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility. of the 9uilding.Designer per ANSVTPI 1 Sec.2. SEQN: 706234 / T27 /JACK Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 4 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ1A .. / ... 10/11/2019 4"3 0 12 6 C 2X4(A1) B SEAT PLATE REQ. 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria TOLL: 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(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.000 D - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C 40015B58285D3D9C3CA4DEDE798SEDF9 mawmmaasmamkera¢a�aesa^g�;nmsaaearaca eyrrarczlzvnme� PB {:LGc. fl47ISdie+f � �awaPzxnaisror �sga SNh.i xtAcmiat3oncaa sr��.E.�o! dfscutozcnc are+rf tttasL4xada�nrEand vwfsd dRd IYn f.: A -A �Lficoa6 rs'++zt:re YHd�. u� urjdW.?tYNC Coln M III ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 150 !- A /145 f77 /42 D 11 Al /- /18 /10 /- C - A14 /- /25 /28 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate, Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Ile. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to 60A-Z for standard plate positions. a division of l i-i 1, or tor acceptance any a ructure its drawing,any failure to build the on this drawing or cover page- - le design shown. The suitability rutty nnrpontnt,; uc FROM: JAH 42 / T41 /HIP_ 11gi�yt 42.0 Ibs I Truss Lab ID" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW% 10l11/2019 T 4°3 1 SEAT PLATE REQ. 6'3" 6'3" 9'10"1 3'7" 6'1"4 i 1 "1 6'1"4 9'5"5 '1 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: Any FT/RT:20(0)/10(0) " GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 0 pif at -1.41 to 55 pif at 0.00 TC: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 plf at -1.41 to 4 pif at 0.00 BC: From 2 pif at 0.00 to 2 plf at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 242 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 180 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Def1/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.015 G 999 240 Loc R+ / R- / Rh / Rw / U / RL B 332 !- A /- /210 A VERT(CL): 0.028 G 999 180 HORZ(LL): 0.004 F - - E 388 A /0 A /178 /0 HORZ(TL): 0.00E F - - D 30 A A /- /15 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.243 B Brg Width = 10.6 Min Req = 1.5 Max BC CSI: 0.327 E Brg Width = 1.5 Min Req = - Max Web CSI: 0.258 D Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Mfg Specified Camber: Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 56 -73 B - C 335 - 655 40015B SS283D3D9C3C WE DE 795E EO F9 rra aon nax rastm cw.aum,:,caa�! e+geiaa ae� xaxase ev rasrua3 manrcca, or t¢t. ea:, asrtazi�+n ua �aut�a�ne�rems2a ss�.wi tt£Aant�.ittsn c�x3s. rs��i.dccr�xal ttakdwras�aaaax at<c,�s��e[d�a�'°,a3ar95nnlad as Y tkm lle+R*S avCk4rfral3mst�Ye at�af vsr31� �neyadsKLc�Y cc4fa. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp: Chords Tens. Comp. B- G 609 - 294 F- E 0 0 G - F 596 -292 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 287 -49 C - F 350 -715 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shi�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and SBCA) toy sa sty practices prior to pertorming these functions. Installers shall provide temposrryy � per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly :d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t310, icabge. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise:' Defer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely, for the design shown. The sulfa bdrty 3e of this drawing, for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. 1rney onrponenrs. ur. SEQN: 706263 / T12 / HIP_ Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 2 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs I Truss Label: HJ3 .. / ... 10/11/2019 �-- 1'6"12 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 Kzt: NA Des Ld: 37.00 D Mean Height: 15.00 It NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C$C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Loading Hipjsck supports 2-10-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. .17 SEAT PLATE REQ. 4'0"6 4'0"6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.083 TPI Sid: 2014 i Max BC CSI: 0.044 Rep'Fac: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 4001555828SD3D XA4DEDE7968E0F9. manmxvansiaeeneaaxv[eacx r.gnra,ma nrxvaey rtz+.:o-�reanase� N iTL uL#4913g-tAm r3tacha+vn ¢9a ,aiRa owl r.U'�cnFkailcre<xda. a1sa�1#3ccq>Asot U35$acw�cav#raafGltcnl3,h'z#C ats8m9 s.�bE Ltd i 4Nlul EsslitfS6kiUGY6'GJQ 6114t9 YfliiaC$ @fl iIly K8M1fi`d'va" .pk, C T ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 83 /- /- A /45 /- D 26 A /- /8 /- A C 59 A /- A /45 A Wind reactions based on MWFRS B Brg Width = 8.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 10 -7 B-C 20 -15 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 require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenq Safety Information, by TPI ang SBCA) o'r safety practices prior to performing these functions. Installers shall provide temposrY an�v per BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathing and bottom chord shall have a prope'yy U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, caie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to onrpoftanr;: uc Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iri i,orforr acceptance any structure g or cover page_ in. The suitability Gable Stud_ Reinforcement Detail_ ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed', Exposure C', Kzt = 100 Or. 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,45' ,Mean Height,. Enclosed, Exposure D) Kzt = 1.00 Elri 120 moh Wind Sneed. 15' Mean Helnht.. Partlatly- Enclosed. Exposure D. Kzt = 1.00 2x4 Brace Gable Vertical pacing Species Grade No Braces <1) ix4 'L' 'Brace A!: <0 2x4 'L' Brace ■ (2) 2x4 'L' Brace, I 6) 2x6 'L' Brace,.,( <2) 2x6' 'L' Brace to Group A Group B Group A Group B Group A Group B, Group A Group. B Group A Group B ' n #1 / #2 3' 10' 6' 7' 6' 10' .. 7' 9' 8', 11 9' 3'- 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' U - Q S P F #3 3' 8' 5' 9' 6' 2' T 8' 7' 11' 9' 1' 9' 61, 12' 0' 12' 6' 14',0` 14, 0' Stud' 3' 8' 5' 9:1- 6' 1' 7' 8' 71,111 91 V 91. 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8• 4' 11' 5' 3' '6' 7' T 1' 81 '11' 9', 6' 10' 4' it, 1' 14' 0' 14' 0' #L 40' 6' a" 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S.P #2 3' 10' 6' 7' 61101. T "9' 8' 1'• 9' 3' 9' 7' 12' 2' 12' B' 14," 0' 14' 0` 03 3' 9' 5' 3' 5' 7' 6' 11' 7' ,5' 9' 21 9' 7' 10, 11' ill' 8' 14' o, 14'.0' 0i D F L1 Stud 3' 9' 5' 3' 5' 7' 6' 11' T 5' 9' 2' 9' 7' 10, 11' 11' B' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 61.71 8' 4" e' 11' 9' 8' 10' 4' 13' f' 14' 0' _.. U #1 / #2 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' it, 'a, 13, it, 14' 0' 14' 0' 14' 0' U S P F (J H .#3 4' 2' 7' _ 1' 7' 9' 81" 9' 9' 1' 10' 5' 10' 10' 13' 9' .14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10, B' 10` 10, 13, 9' 14' 0' 14.' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' V 8' 8' 10, S' 10, to, 12, 8' 13' 71 14' 0' 14' 0'. Q. ..._ #1 4' 7` T T ' T 11' 91, 0' 9` 4' 10' 8' 11' 1' 14:' "0' 14' 0' 14' •0' 1.4 0" S P #2 41" S' 7' 6' 7' 9' e' 10, 9' :3' 10' 7' 11' 0' 13' 11' 14' 0' 1.4' 0' 14' 0' . #3 4' AR 6' 5' . 6' 10' e' 6' 9' 1'• 10' "6' _ 10, 11' 13' 4' t4' 0' 14' 0' 14' .0` —'I D F L . Stud 4' 4' 6' 5' 6' 1& 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' e' 0= 10' 2' 10, 10, 111 10, 12' 71 14' 0' 14' 0' U O S P F 1—I H F #1 /, 42 4' 40' B' 3' 81 7' 9'.9' 101.2' 101.7' 12' 1' 14' 0' 14' 0' 14' 0' 14''0' #3 41• 7' 1 8' 2' 8' 5- 9' 8' 10, 0' 11` 6' la' 0' 14', 0" 14' 0' 14".0' 14' 0' Stud 4' 7' B' 2' 8' 5' 9' 8' 10, 0' 11' 6' le 0' 14' 0' 1"4' 0' 14' 0' 14' 0' Standard 4' 7' 7' C' 7' 5' 9' 4'�. 10, 0' 11'. 6' 12., 0' 14' 0' 14' 0.' 14' 0' 14' 0'. X #1. 51.1' B' S.'" B' 8' 9' Ill t0' 3' it, 9' 12, 3' .14' 0' 14" 0` 14' 0' 14' 0' d P #2 4' 10' B.., 3' 8' 7' , 91.91 to, 2' il' T 12, 1' 14' 0' 14' 0' 14' 0' 14'`0' #3 4' 9' 7' 4' 7' 10' 9"' 8' 10' 1' 11' 7' 12' 0' '14' 0' 14' 0' .14' 0' 14 0' D F L Stud 4' '9 11, 12' 0' :14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6'Y 6' It' 8' 8' 9' 3' 11' 61 12'.0' 13, 7' 14' 0' 14' 0' 14' 0.' Bracing Group Species 'and Grades - Group At S ruce-Pine-Fir Hen -Fir #1 / #2 .Standard #2 .Stud #3 Stud #3' Standard. Dou Ins Fir -Larch Southern Pinexxlt L13. 3 #3 tud Stud Standard -. ._5tnndard Group Bt Hen -Fir #t & Btr #1 Dou tas Flr-Larch Southern Pinexxr: #t #I #2 #2 lx4 braces shot( be SRB (Stress -Rated Board). ■wFor Ix4 So. Pine use only Industrial 55 or. Industrial 45 Stress -Rated Boards. Group B11 values- may be used with these grades. Gabte Truss Detail Notes, Wind Load, deflection criterion IS L'I!.. Provide uplift connections for 75 pV over 'continuous. bearing (5 psf TC Dead Lond), Goble emd supports toad from 4' 0' outlookers With 2' 0' overhang; or 12' plywood,overhnng;. • ' Symm' Aboutl Attach IV braces. with 10d (0.128'0:0' min) nails; iK For (1) 'L' brace, space naits at 2' o.c. ,Gable TrUss 7 In 18' end zones and 4' o.c. between. zones. Diagonal brace option- ilOKFor (2) 'L' braces, space malls at 3' o,c. 'In'IB' verticat length may be T end zones and. 6' o.c. betreeh zones doubled when dlagonat 18' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect L r member length, dingona[ brace for .600#' ! ,,L, -{I- Gable Vertical Plate Sizes at each end. Max web i. Br ce total length 1s 14'. - )K)K 11r,11 hi, Vertical Length No .S lice DF-L#2 or Less than 4' 0' 2X3 .2x6 better. dl iagona 'r"�` Greater than 4' 0', but 3%4 Vertical length shown : brocel single or double cut. 8, - less than li';6' Greater than 1. 6' 4n in table above, 45' (as shown). at ..'� * Refer to common truss design for upper end. - peak; spllce, and heel plates. at Y ontinuous Bearing it itn 1� itt,/j1 to the for conditions Refernot IthlsD Connect tliagonat. midpoint of vertical web: �+ Refer to edBby detail, chart above for .,#it L ngth: wxVaR7mMCse READ aim fIW.DV aLL NOTE= a[ THIS. WAWM wwiHPa2TaHTwx ft1RNIS11 tTgs DRnv3Ne TO au: tXWTR1TCTOHS 1eraunn(e THE n+sTAu.ERs, ��� � `�c.A`S >=ML' _N , -0- REF ASCE73AB16015 DATE 10%01/14 Trussas re re extreme care N fabrlcati handUn ,•sWppMg, instomn and bra ;Refer° to nail faUor the latest-editbn'of BCSI (BulatnD Caponent. Safety Infornatbn, by TP,I o dSSBCA) fa `safety > - " practices prior to, perfaming these furxtlors, installers sholl provide Umporarryy bracing per Pest, Unless noted otherwise, top chord shall have property attached structurat sh=wrig and bottom chord DRWG A16015ENG101014 w, shall have a properly attached rigid celling. Locations sham for pernone,it lateral restraint of webs ��� as antes.. o Apply plates to each face shall ilci; bracing Installed own BCSI seC'd — the Ins all shah above and an the Joint ➢ID, IE'111GG opted otherwise.a•fYF1-t of I = and. br bracingB7 or Details, Refer to drawMgs for standard plate positid - ': y ry_ ,l^ R, AN ITWCOMPANY Al)ine, i tlt any of re Building he tr ke I Group Inc, shall not be TPI 1, o (ale for '—di tleW ippin from f ITV Inc c this drawing, any failure to build the truss h confornanx with ANSI/TPI 1 or for ha mAtrg, shPD�B, ^ 's, II Q 9 �• ate* 0'^a� ' MAX, T❑T..LD, 50 PSF hstallation S. bracing of trusses. A seal on this iliawb�g or cover {wee IlstA•g this drar4,p, indicates acceptance of pwfesslaul design slw'wn. The of this dm f , <L.• `a � engineering responsB,Glty solely, for the sultabaity and use for any Aruetwe is the rtspans681ty of tIM Bu OV Designer• Per ANSI/TPI I Sect. 13389 For this and these web sites,. .lama. tyk MO630fironl 5 Earth City,M063045 role mt., atbn see job's general notes page ALPINE, wsiaatpinoltw.canl. TPA rwe.tp7nstargl. SBCAi, wwvsbWAustryorgi 1CG mlccsofenrg �a."Sc°tplptt\ MAX, SPACING 24,0' Gable Stud Rein'F-or.cerlent Detail AS'CE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH 'Wind Speed, 30' Mean Height, Partla#ty Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 126 mph Wind. Sneed. 30' Mean. Helaht, Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species IGrade No Braces a) Ix4 'L' Bracer (1) 2x4 IL' Brace x (2) 2x4 'L' Brace rr (1>'2x6 'L',Brace r <6 2x6-'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4f U p r S 1 f 3'. B' 6' 3' 6' 6` 7' 5' 5' 7' ' B' 9' 9' 2' 11' T 12' 0' 13' 9f 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' i' 11' '31, 11' It- 13' 7' 14' 0' I_f,r Stud 3' 6' 5' 4' 5' B' 7' 2' 7' 7' 8' 8' 9' 1' it, 2' it, w 13' 7' 14' 0' O rl r _ Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4'. 8' it' 9' 8' 10' 4' 13' 1' 14' 0' #1 3' IV 6' 4' 6' '7' 7' 6' 7' 9' e' 11' 9' 3' 11' 9' 12' 2' . 113, 11' 14' 0' J : a S P #2 3' 8' 6'.d' 6' 6' 7' S' 7' 8' 8' 9'1 9' 2' 11' 7' 1 12' 0' .13' 9' 14' 0' #3 3' "7' 4' 10' 5' 2' 6' 5- 61. Ill 8' 9' 91' 1' to, 1' 10, 10, 13, 8' 14' 0' (1a I D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' to, 1' '10, to, 13, 8' . 14, V Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' T 9' 813 8' 1l' 9' 7' 12' 2' 13, 0' n #1 / #2 4' 2' 7' 2' 7' ,5' 8' 5' 8" 9' 10, 1' 10' 6' 13, 3' 13' 9', '14' 0' 14' 0' S P F #3 4' 0' 6' 7' 71 5' 8' 4' 8' e' 9' 111 10' 4' 13, 1' 13' 7' '14' O' 14' 0' U H 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' 11' 10' 4' 13' 1' 13' 7' 14' Of 14' 0' O 1 Standard 4' 0' 5' 8' 6' 0' 7' 6' 8` 0` 9' It' to' 4' 11' 10' 12, 81' 14' 0' 14' 0' #1 4' 5' T 3' 7' 6' 8' T 8' .11' 10' 2' 40' 7' 13' S' 13' it' 14' 0'. .14' 0' 0 S #2 4' 2' 7' 2' " 7' 5' 8' 5' 8' 9' 10, 1'_ to, 6' 13 3' 13' ,9' 14' 0' 14' 0' #3 4' V 5' It' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3'- 1 14' 0' 14' 0' QJ D F L Stud 4,.1' 51 11' 6' .4' 7' it' B' 5' 10, 0'' 10' 5' 1 12' .5' 13' 3' 14' 0' 14' 0' Standard 4' 0' T 3' 5' 7' 71' 0' 7' 6' 9' 5' 10` 2' 111.01 11' 9' 14' 0' 14' 0' _Q ( p #1 / #2 4'' B' 7' .11' 8' 2' 9' 4' 9' e' 10, 1' 11, 6' 14' 0' 14' 0' 14' 0' 14' 0' CS S f F #3 4' 5' 7' 7' B' 1' 9' 2' 9' 61 10, 11' Ill S' 14.''0' 14' 0' 14' 0' 14' V U I J Stud 4' 5' 7' 7' 8' 1' 9' -2' 9' 6' 10, 11' I1' 5' 14' 0' 14' 0' 14' 0', 14' 0' I� Standard 4' 5' 6' 6' 6' '11' 8' 8' 9' 3' 10, Ill It' 5' 13' 7'' 14' 0' 14' D' 14' 0' X #1 4' 10' 8' 0' 6' .3' 9' 5' 9' 9' 11121 Al' 8' 14' 0' 14' 0. 14' 0' 14' 0' #2 4' 8' 7' 11' a, 2' 9' 4' 9' 8' 11' 1' 11' .6' 14' 0' 14' '0' 14' 0' 14' 0' #3 4' 6' 6' :SO' 7' 3' 9' 1' 9' 7f it, 0' Ill 6' 14' 0' 14' Of 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' '3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' . " 14' 0' 14' Standard 1 4' 5' 6' .1' 6' 5' 1 8' V 8' 7' 10' ;11' Ill 5' 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hen-Flr #1 /'#2 Standard 1 02': Stud.- #3 Stud 1 1 #3 Istandard Douglas Fir -torch Southern Pinersa #3 #3 Stud Stud Standard Stnndnrd Group Bl Hen -Fir #1-& Btr #1 Dou las Fir -Larch Southern Pnerrr #1 #t - #2 #2 El I Ix4 Braces shall be SRB (Stress -Rated Board). rwFor Ik4 So.. Pine Use only Industrl6t'55 or Industrial 45 Stress -Rated Boards, Group B values may be used with these grades, Gable Truss De'talt Notes, Wind Load- deflection criterion Is L/240, 'Provide uplift connections for 135 plf over continuous. hearing (5 psf TC Dead' Load), Gable end supportsfond. from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. .. ..- . symm /'. Lout Attach IL' braces with 10d (0.1280.0' min) naps. .. 3IE .For (1) 'L' bracer space palls nt 2'' o,eIn nhle.�Truss Is' end zones and 4' o c, between zones. at, 31 oc space nbetween eand Diagonalbrace'optiornalts 6's, no18.2ed•zonesoc.zones. vertical length nay bedoubled r when diagonal 18, 'L' bracing must be a ,minimum of 807 of web brace Is used. Connect L member length, :diaganol brace for 6900 'L' Gable Vertical Plate Sizes at each end. Hox web Br ce total, length Is 14'( Vertical Len th No S lice Fi 2.6 DF-L #2 or Less than 4' 0_ 2),4 better diagonal r + Greater than 4' 0', but 04 Vertical length .shown brace) sngte 8; � less than In table :above. 45' or double'cu't <as shown) at �— + Refer to cannon truss design for .j upper end, _ peak, splice, and heel plates. 16 ontnuous Bearing77777 Refer to the Building Designer for conditions Connect diagonat at l IMi 11 1 not addressed,by this detail. midpoint of vertical we Refer to chart above ... for ,tax ga�`t� ref@ey length. . wwvARtllNc" READ ANIJ FIHtuW ALL WTES CN THIS. DRAVINM 'wwt)iPotTAMI— FVRNM TWS BRAVING TD ALL CIMPACTORS R CLUDINI Tiff DitTa:LeRs. ��` '�i ` �'. REF ASCE7-10-.5016030 Tresses require estrene care In fablooting, handlbg. WpPMQ, b+ tatting and bracing. Refer to and foltow the latent edition of SCSI Ceultiv,g ranponSafety Mfoination, by TPI and SBCA) For safety � e� ���[r{tJS� \`_ J DATE 10/01/14 _ eremt preetices prior to performing these functions. Instotls shall provide temporary bracBC ng per SL DRWG. A16030ENC101014 Unless noted otherwise, top chord shall ha a property attached structwat sheathing and bottom Chard snail :hale piwperly attacker Locations shorn for permanent lateral estft �O� a O SHoldCSI SelCtio e h =Q shad nave and p..I l n _..ea per SCSI bee d om Hai J or Eta; a , nppe ss to.no dApply61t plates wlsV. to each face and pI oqs 1 n -Z shorn -dar and to the .Iaali DetalL, U1leS5 noted otherwise. ReFer to drorings 160A-Z for stndard. plate posltlPns, Refer ' - Aipine, a Nslon of ITV Beetling Components Grouupp Inc. shntt not be responsible for any deviation Cron ATE O�. AN fTW�MPANY this droning, any fa0.0 a to build the truss n confornoncr with ANSI/TPt 1, or for Fw W trg, shVpp nB, installation 6 bracing Trusses. .� Q �rt w MAX, TOT, LD. 60 PSF of A seat on this drawing ar cover pace Usttr* this drawing, Indicates accePtance of professional. e respanstbuty solely for the deslgn sham. The siltoWlity and rase of this drawing 1398B l3keiron[-0rive for anyN.C. is the respans"ty of the b Adkv ➢—Vwr per ANSIMI 1 S-cZ For pore Infornadon see this s ener l notes a and these b sites i;¢ry - Earin Ci , MO 63045 N AiPwF1 _,Ipneitw.coni TPH nw.tpinstiorg, SHCAr wwr.cbc(�naustrycrg) ICCr pwrtccwfe:drg f96t . �1� l MAX. SPACING 24,0s Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of member Length. lnC., i. 16 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnfol Mem^ Gn Tr Gable vertical length greater than 4B' 'L' Dr 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area, of the overlapped plates to span the web. Exnmplei 2X4 2X4 4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi IOd Common (0,148'x 3,',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords, Toenalled Nalls, 10d Common (0,148'x3',min) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine Goble detail for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014o A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A2OD30ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -null - Or - End-noll To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 ovARNBISM READ AM Fniry ALL NUM a arts DRAVDrI --MWMRTANT" fII MH THIS DRAWM TD ALL CWTRACTfltS DAMIU Bas THE INSTALLERS ,,.,,,_,,, p•�,'ysj4a;; REF LET -IN VERT DATE 10/01/14 Trusses requhe extreme core In fobrtcnth�p, handling, ahpptnp, Instal Iboncd spsClJefor to fallShe latest etlltlon of HCSI CBultling Comporont Safety Infornotbn, nFeiy ` P;:1,i9 A'5 - g ppolios Ices dbother Ir to se, performingry p these �Hmw eattacmhed provide UMass psheatMnp cared b�otton ^e, Na 0471$2 s noteo chord sFnproperly structu^al chord _ ^ DRWG GBLLETIN1014 l� 111� shall have a properly attached rl Id celllnp. Locations Atom for permanant lateral restraint of websJr. shop haw bracing or DSO, ils Apply to each fan asslled eand 'wp3 ILfI�\vl I I �lL�— ionIns per above unlessbriole. plsie. of truss and os form nbow and on the Joint unless rioted otherwise, on the S€ATu of + +« «fl4. ��� kpWo 16D is.Details, Refer to drowV�ps 160A-Z forddsrr�t�ppandard plate pofluutpplrns. ,� 1'�s �oplt�r�Ve AN IIw COMPANY notany SVTresponsible, Mndla,p� hlpp from fallure to bull the components thl.pdfuwinR, In conformmaancee '%oa;<Aa` 4iv+' ny with ror metrllaZ'.' L brncNg of frusta=, i�aascasre MAX. TOT. LD, 60 PSF A seal on tlds drnskp or cover pope tleting this drawYp, I dcates acceptance of professional me,saenus DUR, FAC, ANY srpMOWp n mlNy for the des�n tla.n. TT,w WtabUty nM use of this drawkg far is iTx BuildFp Designer ANS!/IPI I Sect - �` 133891ake6ontO he ory siruciu a reapormtl,Aky oP per ��� �Y��p W e MAX, SPACING 24.0 EelthCly,MO6W - - for more Information see this ,lob's general notes ppange and thesw eeb shot, -ALPINE, sww.alpineltw.coni TPL mtpirst.orp, SBCN wwwsbe: dustryora ICc� WNJCcsafe.orp W4X4, Min, W1.5X3 Typ. _'� 2x4 Chards l W3X4, Min. )K Hip Frame, 'R' ,Hip frame stops at plumb cut of jacks to maintain pitch continuity. X Hip Frame Details B Hip Frame 24,-`�--- ------ Common Typ" ZHIp System Trusses 2x4 Purlins Setback] n(l dc 1 "Hip Pitched and Sheathed Chord Area Hip Frame.w. Bottom :Chord o- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with (2) 0.131'x3.5.' nails. Bottom. chord of hip frame to. .be attached to #1 hip with 0,131'x3.5' nails @ 6'' o.c. maximum spacing. Hip Frame Section. B-B Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See _Engineer's seated design for setback,, Lumber, ptat'ing, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached.----�—= Stepped Hip System Trusses Use this detail fort ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt; Par't.ialty Enclosed, Exp D, or Hip frame is designed to provider bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enctosed, 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. Structur panels must be properly attached directly Residential, Wind TC DL=4i2 psf, Kzt=1A0 To hiR.v lliY(orlins, -VAWmiGu. READ AND FCUMV ALL NDTES a THIS WAVM ` l % REF HIP FRAME waWORTANTo. FUMSN n� IIMAVING m au. C KWMTGRS BVCUISWG Tiff INSTALLERS. ^�`` Q �GEIV _y Trusses regi,4-e ererene wren fabrl�ntins�, hnnain9..¢wppin9. InstotUn9 Intl urneinU. Refer to and Vrj DATE 10/0,1/14 follow the lotest edition of SCSI (Mang Component Safety [M'orrmtlon, by TP[ and SBCA) for safety NO practices prior to performing these functions. Installers shall Provide ienporory bradsg per SCSL Unless noted otherwise, top Chord shall hovrpropenty attached strueti,ral sheathing vtl bottom chord = _ = DRWG HIPFR1801014 y rhnll have a propeNy attached rigkt cINl4p. Lacntkms shown for permanent t¢terol rastrnin4of'rebs _ shall have and position i Instas s per abo sections the J or BIO, ns eppli s no Apply plates to enchi face �/`� i Re eruto and position as foorn above and on osi ios. Ueta0.s, unless rested otherotse. e�+9A E.OF. �U- Refer to drnr4ps 160A-2 for standard plate positions, .0 - Alpha, a dlvisbn of ITV BuU hn Components Group Inc. shall rest be responsUile for anyy devintlon from A' nN.rtwaorIPnMr this drlring, any flAure to build the truss In confornance with MISI/TP! t, or for hnnang, sWpping, /�� b.stallntlon 6 tmoclne of trusses. A sent on CMS drawing or cover page US" this drnwh9; tndcates nsceptanca of professional � q��et� � ' �14' englneertrg responsWUty solNy for the, design aitowrt The sustnfiAlty and use of 13389 Lakefront Drive for any �stnc . is the rrspammAlty of the BuAding Designer pe`r ANSI/TPI I Seel. Eailh Ciy,M063g15 for note Infdrhatlon see this Jab's general notes !page and these web s(tes. fbff&fNd/AB+1I1164A1j1t" ALPINE, rwealpMeitr.com, TPD wn tptnstargl SSCAj" vww.sbchdustry.ergt ICO wvwICC56fdArg Valley Detail - ASCE 7-10: 160 mph, 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 2ic4 SP #3, SPF #i/#2, DF=L. #2 or, better. X�6 Attach each valley to every supporting truss, 'with, (2) 16d box (0.135' x3,5') nails toe -nailed for ASCE 7-10 160, mph, 30' Mean Height," Enclosed BuAding, Exp, C, 'Wind tC :bL=5 psf,. Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed` Building, Exp, D, Wind TC 1)1-=5 psi, 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.. At( plates shown are ITW BCG Wave Plates, 3X4 12 12 Max. \ 2X4 \ X4. �— 8-0-0 max -� 4X4 30' Mean Height, Enclosed, Exp. .C, Kzt=1.00 Unless specified otherwise .on engineer's sealed design, for vertical valley 'webs taller than 7'-9' 'apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at G' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral -Restraint applied at mid -length of web is permitted with diagonal. bracing as shown In DRWG BRCLBANC1014, Top chord of "truss beneath valley set must be braced with€ properly attached, .rated sheathing applied prior to valley truss Installation. Or PurUns 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 seated design. xxw Note that the pur.lin spacing for bracing the top chord of the truss beneath the vdtley is measured along the slope of the top chord. ++ Larger spans may be built as long as the. vertical height does not exceed 14'-0', Pitched Cut Bottom.Chord' Valley . 2X4 4X4 Vale Syncing 1 Square Cut Stubbed Valley Optional. Hip Bottom Chord End :Detail Joint Detail X4 I- SP4 _ - _ - - - - € _ wmmun l i u55rs Partial, Framing 20-0=0 (++) at 24' O.C. Plan Supporting trusses at 24' o,c, maximum spacing. 1t11lIllltl€l€rl,,, ■ralnBhM—'REAn MD,FUUllV ALL MXS ON IM MAnlm nMaRTA€ITrs: Ft/iet1.SH TKS gUWM TO ALL.. CUICI C"M RCUAm Me g6TAUMM ``.� �'- '� a TC LL 30 30 40 PSF REF VALLEY DETAIL DATE 10/01/2014 Trusses r ulre extreme care In fabrkoting; handling, sh'pphg, Installing and bracing. Refer to oM fouor the latest edltton. of SCSI (Building Component Safety Infornattan, by TPl and SBCN for safety practices prior to performing' these eunetlom Inatallers shalt provide temporary braehg; per RMI. �DL - 20 15 7 PSF DRWG VAL160101014 Unl ss noted other.lae, top chord shall have property att-_ched.sbruct-1 aheathhp and bottom chard for lateral of. zTM' € N. {; DL 10 10 10; PSF r Q A ��� sdoit have.. property att..h.d Nppid ..IW�a. Locations sh n pamanent restraint eetis .sections th 97_o Bit'' uniassbla. Apply plates. to ench face shalt haveand pose btstat sheer above of truss and cing lon .s shiner above emud on the .Joint Batons, unless noted otherrlse, _ ) _�- y(( B.0 LL 0 0 c� 0 PSF ReF r to drarhg. 16U-Z for standard plate positions 55 / re f1W ODMPANY Alpine,: a dNisbn of ITV Bulidln 'Conpoinnts Group Inc, aWl. not be responsible for any dev€ot€on from this, drae6,g, any fall—. to b. the trues h conformance Nth ANSI/TPI 1, or far hd,4 p aNpping, € �• E OF T(jT; LD. 60 57PSF Installation .& bracing of trusses�a�LL A sanl om tints draring or cover. Pjie list" tlis d—irng, kWcates' acceptance of profesabnal- a Nre re solely for the destq, .dam' The sutabtlty and' use of Ws dmVN �n -,,- h'�. �,e' r. 1.25/1.33 1.15 S.IS For any strvcQre is tiu resportsYoAFty of tl,e Bvrdi,g Designer Per ANSI/IPI 1 SsG2. ("i t t., ,r�* /�' .e�`4` �i UR'TAC. SPACING 24,0' 133fl9 Lalietroniprrve Earth C,ly,.MO 63046 for mama Informatim see this Job's general rates� pIwage and these eeq sites 'ALPINEr ►reaipinelYe,con€ TP4 esrtpinstar0, SBCN' rensbcintlustrY org1 IC6 rar,kcenPe.arg (� rii �ti. er L'l�^ ��� /i tx( v 1^ �* a Piggyback .Detail ASCE 7-.101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph. Wind, 30.00 ft. Mean Hgt, ASCE 7-10, Enclosed Btdgg.� located anywhere In roof, Exp C, Wind DL 5..0 sf (min), Kzt=1.0, Or '140 mph wind, 30.00 ft Mean Hgt; ASCE 7-10, Enclosed Btdg, located anywhere In roof; Exp D, wind DL= 5P0 psf <min), Kzt=1.0. Note, Top chords of trusses supporting piggyback -cap, trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restr.ain,purlins, and lateral bracing fo'r out of plane toads over gable ends, Maximum truss spacing Is 24' o.c. detail. Is not. applicable if cap supports additlonal loads ,such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's seated truss desion drawino For oloovback and: base truss soecifications. Detail A 1 Purlin Spacing = 24' o,c, or less Up to 12 17 I I 11 l--Top Chord Scab. <Typical Each End)- Flat top chord purlins required at both ends and at 24' max o;c, spacing In between, Detail B Purlin Spacing > 24' o,,c., P!g3y: x ck cap truss slant nailed to all top chord. ,purlin bracing with (2) 46d box malts <043510,59 and secure top chord wltli 2x4 U. grade scab CI side only at each end) attached; with 2 rows of 10d box nags (0,128'4') at 4' o,c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) I6d box nails (0.135'x3.51). Up to 12 V/ I I i I \\ 4' 1 I \\ 1 I \\ ( I I // 1 1 24' :o.c. max Full Flat top chord purlins required at Top Chord Scab (Typical Each End) hold Depth both ends, purlin, spacing > 24' o,c, 'Note, If purlins or sheathing are not speclfied on the flat top of the base .... truss, purlins must be Installed at 24' o,c. max, and use Detall A. .. .. .. .. - ■sVARNDiaiu READ AND FOLLOV ALL NOTES a THIS a4AVDiCif ..�`` `.� 'l rvDI WANTxa. FLOCISH THIS WAVING TO ALL CDNTRACT13RS WIMLIDe,IG THE INSTALLERS, Trusses require extreme care In Febricoting, handHng,. snipping•. InstAtUn d bra*q. Refer to and' any . foltar the !.test edtiam of 'SCSI (Bufdng Component,S.Fety Informati.., bTPI and.SBCA) for sefety DCSL praetk:es prior to perfarntng'tmese functions. Iretpllers stall provWe" tenpororryy mincing per Unless not¢d other Is top chord shalt have p pe ly ottnched struct,irai zh¢otWrg and button <tiortl < n !hull Fmve" d properly nttochetl rl tl eeithg Lacotlon!r shorn for pernnnent lateral resthaMt o£ vebs. Apply to face �" 1 d L�� sane hav¢ firoclrig MrtniledHSI sections H3 S7 or BiO, ne npplkable. plotes each of truss and ppasmbn as stwvn obov¢ and on the bit D¢ta0.z, lelt¢se wt¢o oShenlse. Refer t drnrings 160A-Z for stand¢rtl pint. positions C� /1Dl.tTinIOOMPANY Alp4ie, a dvlslon of ITV tAi4tling Components Group Inc. shot! not be responsible for nn deviation, iron tNs drav4,g, anY Faaure to bu0.d thi! truss N conformance rich ANSLTPI 1, or for & stdppng: �U� a �1 A�' V' Idstnllotion 6 hrncH,g of trusses A sent on ,fits droring er cover page Rstf+e this drarYg, lndcnt s oecepiance of profeooldral engo-,eertng responslMlty solely for the design shorn. The sidtabllity and use. of lids tlrarxiA�.I for ony structure b the responsralitY-of th¢ BuRc&q Desigrw'r p¢r ANSLTPI ! Snc2: ,6 t lu, r !tg 13369.Lakeiranl Drive Eailh City, MO 63045 a For .are Informationsee this Jotis gen�rnl notea'poge and these M1 eb shesire /♦�y pp aEt e6I,ftiAl i.Q�Fi Piggyback cap truss slant nailed to all top chord purlln bracing_ with (2) 16d box nails (7.1351x3.5') and secure top chord with 2x4 #3 grade scab Q side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o:c. Attach purtin bracing to the flat top chord using (2) 16d box nails <0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate .attached with (8) 0.120'x1,375' nags, (4) Into cap TC 6 <4) Into base truss TC or <I) 28PB wave piggyback plate platedto the piggyback truss 'TC and attached to the'base truss TC with, (4) 0.120'xl.375' nails. Note, Nailing thru holes of wave plate Is acceptable. : In addition, .provide connection with one of the following methods, Trulox use Re Trulox plates for 2x4 .chord member., and 3XIO Trulox ptates for 2x6 and Larger chord.. members. Attach to each face 2 8' o.c. with (4) 0120'x1.375' nails into cap bottom ,chord and (4) In base truss top chord. 'Trulox plates may be staggered 4' o.c. front to back Faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathingg ggussets (each face), Attach a 8' o.c. with (8) 6 I 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 k2, full chord depth scabs <each -face);. Attach 0 8' o,c. with (6) 16d box nails (0.128'x7) 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 26PB wave piggyback plate to each face 2 e, o,c. Attach Eeeth to piggyback .at time of fabrication, Attach to supporting truss with (4) 0120'4i375' nails per face per ply. Piggyback 'plates may be staggered 4 o.c. front to back faces, PACING 24,0' REF PIGGYBACK DATE '10/01/14' DRWG PB160101014 CLR Rein Forcing Member Subs-ttution This detail Is to be used when a Continuou's 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 seated 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 Rein forecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1=2x4 24 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1=2x6 `2x6 2 rows 2x6 2-2x4010 2x8 `l row 2x6 1-2x8 2x8 2:rows 2x6 2-2x6w T-reinforcement, L-reinforcement, or scab reinforcement to be same species and- grade: or better than web member unless specified otherwise on'Engineer's sealed design, OtEi ;Center scab on wide face of web, Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Re:inf orcementi or \\ L-Reinf. Apply to either side of web. narrow face. Attach with 10d {0.128x3.0',min) nails at 6' o.e. Reinforcing member Is a minimum '80% of web member length,, T-Reinf, L-Reinf, Scab R,einforcerlent, Apply scab(s) to wide face of web. No' more, than (1) scab per face. Attach with 10d (Ofl28'OV,min) nails at, 6'' o.c, Reinforcing member is a minimum. 80% of web member length. Scab :Reinf, rz�,z —WA IW"H MC FM. °" ALL NnU °1 T1W HRAt@tC71 .�``'. 'v TC LL PSF REF CLR Subst, ■■nar TANT- mtWM TIM DMVI e m "-CQ TWTats nia: = n+E nutAutRs Trusses require extrene care In fatrcating; handling, shipping, tnstatft had taracing. Refer to and `,.� I '. TG DL PSF DATE 10/Ol/14 fouow the latest etptlon of 11 7P�4tl1 Cantwnent Safety Info-mtlon, by 11 and saeAI far safety. to these fwwtlons. Installers shall te'porary brotlng HCSL Q� e+ A �'/ys �� DRWG BRCLBSUB1014 practices prior perforro* pmvtdt per Unless mted otherwise, top chord shau have property attached: structural sheath4g..ard button chard For "pernanent lateral `� �t11 � i� ""PC DL PSF wa d O_ (� shall have a property Attached;Ngld telling. Locutions shorn restraint oP weps H7 o— H(H, a,.app .ka Appty plates to wall Pone shnU.have bracing installed p'wr, Hbo sections the, f truss and PPasition ae shown ohava and on the Joint Detnis, uNess Hated other.lsc. �. = A; � 7K5 $C LL PSF Refer to drawtri0s 16OA-Z for stond-d plate positbns. Alpine dlvLston oP tTV Hu¢dinp Conpanents Uroup fnc shalt not'. be respons;ble•fa nny devlatbn iron he, AN frWOOMMNY tHs this fug nny fo lure tq bdtl the truss In conPornahce with ANSIRPI 1, or for hn xA ng, sh ppng '' p� 0 §-OT, LD. PSF goon 6 braeNg of twsses. A srnl o- tfds drnwMp o— enver pope llstLg tWs drnring, lndeates acteptence oP proPessloml eng g responsmtllty solely for fhe design shorn: The sWtaWity and use of ttds rLvwlnp 1 c, - - DURR, F"AC. 13369 Lakefront Drive Earth City, MO 63045 far onYstnritve L^ the respanffiHlty of the ButldFp 1loetgner per AHSUTPI See2 For none InPormtion see this Jab'e ,general• notes pope and these web cites. ALPINE. wwnloineltr.cant TPIt wrr.toMst:orm SHCA, rn sotmtlustry orot MO earlccsofaaro ��!f� ;'�� SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid orilyy for single ply trusses with 2x4 or 2x6 broken Members, No More than one break per chord pane.) and no .more than two breaks per truss are allowed. Contact the truss manufacturer for any' repairs that do not comply with this detalL 0) '= Damaged area, 12' max length of damaged section (L) = Minimum malting distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side. members, .same size,, grade, •and specles as damaged member. Apply one scab per face. Minimum side member length(s) = (2XL) + (B) Scab member length (S) must be. within the broken panel. Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nalt into 2x6 members using three (3). rows at 4' o;c., rows staggered. Nail using 10d box or gun nails (0.128'x3', thin) Into .each side member. 'The maximum . permitted lumber grade for use with this detait is limited to Visual. grade #1 and ,MSR grade 165.0f:. This repair detail may be used for ;broken connector plate' at grid -panel splices. This repair detait 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. -01111 L ���, _ .L 4' o,c �Typicai ~ + o + o + o + o o + o + o + o + St2� agge + = Back Face lOd Box (0,1�28' x 3', min) Nailsl O Front Face 2x4 ,Member - Doubte Row Stagger( 2x6 Member - Tripte Row Staggere Nai[ Spacing Detail. Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730#' 800# Web ❑nty 2x4 18' 9754 1055# 1295# 1415# Web or Chord 2x4 24' 975.# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord' 2x4 30' 1910# 1960# 2315# 25554 Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord, 2x4 36, 24.70# 2530# 2930# 3210# Web or Chord :2x6 35354 3635# 42954 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# 1 4070# 1 4445# Web or Chord 2x6 5165.# 5280# 1 6095# 1 6660# Hininum L Distance i1 VARNRC- READ Alm FOILOV ALL NDIES IH THIS DRAVDIGI `��� -- rpr - REF MEMBER REPAIR vDWMTANT— FWUSH THIS MAVM TO ALL CaRTRACTORS INIX.IIDIHG THE INSTALLFJIB. r (y Trusses require extreme care In fabricdNng, K-Aing, sHpolmg, MstolanC and bracing, Refer. to dad V ��T folio. the latest edition of Bcsl cDaaWme Component Safety Informatlan.-by TPt and seen) far safety �� ° . DATE 10/01/14 produces prior to performing these functions. Installers shall provide tonporary 46=9 per BCSL No,. onleas noted otherwise, top chard shall have property ottoehed structu Y.t.eotyI and batten dean DRWG REPCHRD1014. (T shod.. have o property attached rigid ceeinp,. LDCatbnS swan for permanent lateral restraint of webs Q I� shell hove br dmg io t 0ed per above sections B3 87 0 Dr as. urdesstile.no Appt h plates to each face Y� a IU' of truss and, position as shown above. and on the Joint Deta4s, unnlless rated otherwise. Refer to drowingi 160A 2 For standard plate positions Alpine a dlvlslon of ITV BUIdfng Components Group Ina shalt not be resoonsible for any deviation from �0�.I AN ITW COMPANY Sys drawing, any foiure to bAd the truss h conformance With ANSIRPI 1, or for hondang, sh ppMg, but a bracing of trusses. >o Y t � A seat m this drawing or cover page tl.t this dra.Mg, 4xecates acceptance of professional pp a englneert;g responxUlty solely for the design shown. The sWWA[ty and use of this drawing E AhCitY.M063CJ5 for any Structure Is the resp—Sibitty of the B&A&V Deslpner pen page MI these I Sseb sites p °Ss��r�E1 SPACING 24,0' MAX Far none information see this Job's: general notes ALPINE, Yww.aipMaitr:con) TP11 vvetpinst.orgt SBCA, www.sbUntlustry.orgl IM wwrlccsafearg !)i tI1 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4; 0' CC MAX LENGTHTO�ILLER I EXISTING FILLER SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, USE #2 OR BETTER (1450f•FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD <960f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS• AT 4'-0' O.C-. MAX,, OR, SEE NEXT OPTION, IF FALSE FRAME CHORD I9 THE SAME' SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE 'LOCATED WITHIN + OR - 12` OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX, PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY"BE USED 'UP' TO 24' MAX, "FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD :SECTIONS OF A T.R.USS>. *LATERAL :BRACING IS NORMALLY REQUIRED. ON THE STRUCTURAL -BOTTOM CHORD OF THE ❑RIGINAL TRUSS: SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS CUMBER SIZE AND GRADE, WIND LOADS; BEARING LOCATIONS,,_ETC, IT IS NOT POSSIBLE. TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS, DESIGNS TO; DETERMINE. THE REQUIRED. BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-O' O.C.'IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION.OF ANSI/TPI. _ THIS .DETAIL APPLIES TO ANY PITCH, ANY SPAN; ANY TOP CHORD LOADING AND ANY TRUSS WEB CONF-GURAT10N FOR 24' D.C. MAX. SPACING AND 10PSF"MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET ➢O NOT. USE THIS DETAIL F❑RP 1. STRUCTURAL BEARINGS UNDER THE FALSE, FRAME (NOT PARTITIONS). 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS, 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME, 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, 7, VERTICALS SPACED APART -MORE THAN PANEL POINTS (IF24'-0'). .8, FALSE FRAMES ON CANTILEVER .SECTIONS OF A TRUSS, WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MO NOT INVOLVE CUTTING OR. DAMAGING "STRUCTURAL MEMBERS, LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIRE - USE, AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ❑N BOTH FACES OF EACH JOINT - IF NEEDED, ;A 2x4,FALSE FRAME, 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). 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 ❑F.THE TRUSS WITH (3) lod BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK MAY USE A 12' LONG;7116'.PLYWOOD (OR OSB)"GUSSET TO EACH FACE AND 8d NAILS <0,113x2,5'> @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED :BY (2) 3x6 TRULQX PLATES WITH W 11 GAUGE <0.120') x1.375' NAILS INTO. EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS),: IF NEEDED, THE FALSE FRAME :BOTTOM CHORD- MAY BE SPLICED WITH AN IS' LONG MIN, BLOCK SCAB, CENTERED ON, THE SPLICE JOINT, ATTACHED WITH <6)-10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). .UNIRT� f DRDAWWIiNG m ALL MNRDiRA'�jDU INCLUDING TTHE,BUTAu.ens \�o�` cy,1:. �vadl j� f+�4 REF BC FILLER Trusses require. extreme care in fnbrkaUrig handUng shippingg "UlUng,and braUngg Refer to and `���:� +tCjEa fi r DATE iD/01/14 Follow the Wtest. eatmn of, BCSI MdLdng Corpo ent Safety Inf'rmatmn by TPI and SBCA) far safety 4. practices Prior to perfornbig these functtons. Installers shot( provide" temporary Br.= par BCSL � ess noted otherwise, top chord shaU have .properly attached siructu�rd sneer and Batton char DR.WG REPBCFIL'1Q14 s shau have a properly attached rigtd,ceRhg, Locations sham far ,pernnncrt lateral restraint of webs. - - © ��Q r� sMlt have b"11 a+sinlled Pe'�' BCSI sections B3, B7 or 810, as apPtica6le: Appty. plates to each far- tL.�� of "truss and position as: shorn chow and on the Joint Dctals, unless noted otherwise, i46 Refer to drawings 16OA-Z for standard plate positions. Alpine,..n dvkto. of ITV Budding Cptponents Grottpp Inc. shoU nat-be rosponsmle for any dewathn F A AN.OW WO IRWY this d-awmg any Falture to bald the ir„ss in canfornance with ANSIFTPI 1, r for hand ing sfdpping, -0 instolmtmn L Irac6,g of trusses. All A seal on if 1. dwvbg or cover page ((sting this draw§fp, indleates acceptance of professlanal engineering respnnshNty solely far the despn shown: Thn suttoWlty and user of this droving t3389'Lakefrant Drive for' any. struct re m tha respals"ity of the BuedwY). Do�er .per AMSI/TPS 1. SecH. Fornorel�f�rnat(on see general notes w 'page. aeb stes.Ea'IhC,M063D45 aa . . _ ;, rrr....1..­. n,. kfit#i�AIk1 i_ SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 80,00 ft-mean. hgt, located anywhere in roof, 20,00. ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf; Kzt = 1,00. wind TC. DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 8X4 scab, same grade and species as top chord designated on En'gineer's sealed A'esign 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 t), NOTEi #2 is the minimum lumber grade allowed for all species; NOTE: Add 210# uplift (max.) to reported truss up(ift for wall connections, •.na> Twr""f s »°nY"Mu� mLOui ,t1ucTaRALL 0 �s Iu un°�>xc T` ig auTALLPns `�O` py �it/k -, TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE 10/01/14 Trusses require' extreme care fn fobrknting, h—dit, Shlpping, bistalft and brnc Refer to and folios the Intent edltlon of HCSI GBu0.d4rg Corpotient`Safety Inforrntlan, by TPI ontl SBCA> for safety GeNa !� Q' , - �� %4 s: L❑AD. NOT TO EXCEED: 40 PSF prattk¢s prior topaifarNng these ftTctbms. installm6 shnU ProWtl¢ tanporary YrncNp Per HCSL Uniass noted otl+er•lse, tap chord ahpu hnvn properly attached rtructu�>fsh¢gthing ond.b.ttam chard for'pertmnmt taternl No (DEAD PLUS LIVE) DRWG OHSC132X410.14 shall Have a pm` erly attached Ngtd cellbi® Locatl shorn -strotnt -F robs e hll . th j or 810,. esapptknWv. nppty plokas to @nU. fnce shalt have brotlng b,statted per 6CSI ... of tivss 4nd positbn as shorn abare and on the. JOMt Detats, uMass notetf othents¢. �. y -- Refee'to dm.Ll gs 16aA-2 for st-dord plote positlons. Alpine, o dbRsfoh of ITY- BUNdng Components Group Ne` ehnll-not be responsW6 for. any- d-fttlan. from _ S A OF ` AN ITW COMBW tills d- ng, arty f* - to build the truss N conformance M ANSI/711 I, or for handUng, ewpPino. .!(� �r �k.���©.. • hstolWtlon t. bwcotg of trucses. A seal on tills drewho or cover page ItstYtg *is dmwWM Inmcates acceptance of professbrol englneertng respmislhRlty sdNy for the deft shCen. The stdtdbRity and tin¢ of this dra.hg for structure is the resports6Ulty of +he Bullmp IIesigmer ANSI/TPI 1:E�ltlli4'{p`- iI DUR, FAC,. 1,15/1.25 SPACING 24' 43Jfi9 Laketrant Drive 5arthCity.taosso45 ury ppio0r6�. these rob sites eb sitsaPv.or v pinsto aj SBCM fd2 43(VNAL ;,,ytiv -sbClndUSC y ALPME, swralpirielt•.com TPI, 8 Ygrgi ICp g 12 (2) 16d TOE .NAILS O VARIES, OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE !NAILS TYPICAL. END JACK (Ed) N.T.S. 12 . .VARIES E:: TYPICAL CORNER JACK (CJ) N.T.S. •—(4) 16d NAILS, See Connection 'Detail —(4) 16d NAILS See Connection Detail Jack EJ CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION, SHOWN TOP & BOTTOM �J 2x4 SYP Nailer 16" long 8'0• Top. & Bottom use 16d Nails 4" O.C. 'staggered TYPCCAL .CORNER SET LAYOUT N.T.S. OPTIONAL 12 VARIES (4) 16d PAILS 5/� See Connection Detail TYPICAL 'SC(SSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNEA SET INSTALLATION TYPICAL LOIADING nte.•S.FSHINGLES: TOP LIVE LOAD: 20 20NO a MANUEL MARTINEZ, P'.E. TOP DEAD. LOADI 15 7 BOTTOM ,DEAD LbAD: 10 i o: + ' TOTAL: 45 .37. FLORIDA REGISTERED ENGINEER STRESS INC. 1.25 1.2s- �-� �-''t LICENSE # PE 47182 WIND DESIGN: M' 160 MPH. PER �� STATE OF 14!d ASCE 7-10 . •24" O.C. o. • �: **WARNING** Read & F Ilow all Dotes on this drawing, '�� 5 C" o� Furnish this drawing to all Contractors including the installers. Bed iS fG I lRlddA09B RANEY COMPONENTS anCJ/ 19900 Independence Blvd. Groveland, FI 34736 oM nents LLc one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429 •_ t_ .�r_ _� _ae Cover Sheet Order # JOB # 36CS0067A Printed: Fri, Oct 112019 JOO 1"iOrmcl uun Address: FOR Name and License Number. Customerxame: Creekside Lot 67/A OR Horton 3205 Trinity) Cir Description: City, State, Zip: SEAR Aria "D" U. OL Fort Pierce, FL Loading Information: Roof Loads: Roar Loads: TC Uve: TC Dead' BC Live: BC Dead: TC Uve: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. MOW: Building Type: Wind Type. FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 35 Total 35 8 DESCRIPTION SEQNO f DESCRIPTION SEQNO / DESCRIPTION SEQNO S DESCRIPTION SEQNO .1 Al 2 A1A 3 A2 4 A3 5 A4 8 A5 7 AS 8 A7 9 A8 10 A8 11 ASG 12 A11G 13 al 14 B2GE 15 D1 16 D2G 17 C1GE 18 v8 19 V4 20 MVB 21 MV4 22 ,1w 23 E17 24 ERA 25 EAB 28 E13 27 W5 28 CJSA 29 CJ5B 30 CA 31 QMA 32 CA 33 CAA 34 HR 35 HA I e I Digitally signed by Manuel Martinez n e.2019.10.11 14:4� 24-04'00' Page 1 of 1 SEQN: 668182 / TB / COMN Ply: 1 I Job Number. 36CS0067A FROM: AH City: 7 4EAB Aria "D" LL OL /DR Horton /4EAS Aria "D" LL OL ,DR Horton DRW. Wgt: 224.0 Ibs I Truss Label: Al ... / ... 10/11/2019' 8'4"8 T10"9 14'4"8 194" + 24'3"8 + 30'9'7 +32'37 35'8" 84"9 16" 6'5"15 4'11"8 4'11"8 &5"15 18" 8'4"9 112x4 e4X6 =3X4 e3x8 03x4 g4X6 m?X4 SEAT PLATE REQ, SEAT PLATE REQ. F7' 8'2"13 5'9"3 Z 63" 63" Z1" SB"3 8'2"13 1� 8'2"13 12 14'1" 18'4" 247" �'1 32'S"3 388^ Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des d:: Des Ld: 37,00 D EXP. C Kzt NA Mean Height 15.00 it .00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 4.50 ft GCpt: 0.18 Wind Duration:1.60 Lumber Top chord 2x4 SP #1 Sot chord 20 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psi additional bottom chord live load in 9reas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee. Yes FT/RT:20(Ou10(0) Plate Type(s): WAVE Detf/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.176 N 999 240 VERT(CL): 0.315 N 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Creep Factor 2.0 Max TC CSI: 0.645 Max BC CSI: 0.564 Max Web CSI: 0.573 Mfg Specified Camber. VIEW Ver. 17.02.02.1208.15 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1606 A A /936 1692 /433 J 1608 /- /- /936 1692 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1089 -1841 B - C 1449 -290 G - H 1211 -2320 C - D 1183 -2359 H -1 1184 -2359 D - E 1210 -2320 I - J 1449 -2956 E- F 1039 -1841 J- K 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2583 -1155 O - N 2009 -766 R - Q 2580 -1155 N - M 2581 -1159 Q - P 25M -1155 M - L 2581 -1169 P - O 2008 -763 L - J 2584 -1159 MAA�gi►�laf/r��� �! 40 Maximum Web Forces Per Ply (Ibs) V ..ne+wra. j Webs Tens.Comp. 'Webs Tens. Comp. R - C Z78 -5 O - G 486 -756 NO, 047162 a. C - P 419 -604 G - N 460 -164 P - E 460 -164 N -1 419 -604 .". E - 0 486 -755 1- L 278 -6 Ili F-0 1372 -763 STAT'IE OF F664-48— 40DL5856785D3D'9C3{A40E�7969WF9 ' rmt L. notrrunamtmxsa�rogm�,umpmgrmew�rffnema, N{A.t1t. itRSZftli 61IIdt9f d91sfffi34. V.`AEiiNM! ac"ammtX (wo. ' waandtop=dit64 MAlow W @e aafts annythtm.K MOM "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin ,handling, shipping , installing end bracing. Refer to and follow the latest edition of BCSI (Building [Safe IInformation, bL� TPI an SBCA)1or safety practices prior to performing t(�ese functions. Installers shell provide temporary r BCSillnless noted otherwisep chord shall have propelY attached s�r.�rel sheathin ka�nit bottom chord shell have a proppoily �id cer(ingg. Locations shown forennanent lateral restraint of webs shell have braoing ms�alled per BCSI sections B3, 87 or 810, r e.- Apply Metes to each face Q. truss and position as shown above and on the Joinf Details, unless noted otherwise. itefer to L:omponents uroyp Inc. shag not be responsibie for any deviation from this drawing,an failure to build the PI 1, or for he dlmg shi pin ,installation and brecin of busses A Sal on this drewiwr or cover Pa e acceptance o�rogfesa�onai engineering responsibility sole)y t�orthe design shown. The suitability any a eture.is a responsibility of the building Designer per ANS 11 Sec; 2. aney ompanenrs. ur AH 184 / T19 / COMN PQty: 2 14FAB Aria" D 3 LL OL //DR Horton MEAB Aria "D" LL OL ,DR Horton I DRW: Wgt: 260.4lbs Truss Label: A1A / ... 19'4" 64 "4 1�211"1 26'3"30'10" 2'3 69 T' 41'94"1S4611 .T112 51"146"8 35AN G=SXs 10?X4 =ax6 =5X70 i02X4 Ma4 =8x16 m2X4 SEAT PLATE REQ. 38'8" 10/11/2019 SEAT PLATE REQ. 1' 6'2"13 5'9"3 22"12 3'9"4 3' 5'8" 594 6'2".2 1' 6'213 12' 14'2"1 18' 21' 26'8" � 32'5"4 38'8" Loading Criteria (psf) I 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 Kzt: NA Des Ld: 37.00 D Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf , Soffit: 2.00 BCDL:5:0 psf Load Duration: 1.25 MWFRS Parallr;i Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.185 H 999 240 Lu: NA Cs: NA VERT(CL): 0.347 H 999 180 Snow Duration: NA HORZ(LL): 0.092 N - - HORZ(TL): 0.172 N - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.596 TPI Std: 2014 Max BC CSI: 0.596 Rep Fac: Yes Max Web CSI: 0.821 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40015B5829SD3D9C3CA4DEDE796B'EDF9 twss aem rtaa zc¢n cracLrasear� c>ynm � aZ2b1¢ ptP SAatuml tdL taoza, Pi{rL.Ofz. QASifl2}e91$9'JaTcaGtt�A;a6mn uaXS(a41?d�i at2AaMYaYonco3c.• P(mi9Cd cp+�a Ci tt'� �MI&a£R4 ffidloG1 SCriSt�'etd HI� � :08t3$ ae� li» Sa+A-x wasamXaucnco#a anuaxiM Fs+iliP$ asxayeiutfetr� aa9� ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 A /- /935 /691 /433 L 1523 /- /- /935 /691 A Wind reactions based on MWFRS B Big Width = 6.0 Min Req = 1.8 L Big Width ='8.0 Min Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1435 - 2347 B - C 1445 -2779 H -1 1328 -239B C - D 1177 -2167 I-J 1269 -2251 D - E 1205 -2130 J - K 1251 -2288 E - F 1348 - 2343 K - L 1428 - 2747 F- G 1362 - 2250 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - V 2427 -1151 R - P 1844 - 645 V-U 2424-1151 Q-0 16 -6 U - T ' 2424 -1151 O - N 2389 -1136 T- S 11 - 5 N- L 2392 -1135 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V - C 282 -6 G - P 1002 - 663 C-T 419 -618 P-Q B5 -1 T - E 295 - 729 P - H 255 -170 T - R 2156 - 888 P -1 318 - 211 E - R 282 -13 P - 0 2130 - 932 F - R 110 -13 1-0 204 -456 R - S 22 -1 O - K 322 -463 R - G 924 - 594 K - N 229 - 9 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, inand bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown forpemtana. lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Ile. Apply plate. to each face of truss and position as shown above and on the Join f Details, unless noted othervvise. defer to 60A-Z for standard plate positions. _ a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The swtability le of this drawing for any structure is the responsibility of the engineering Designer per ANSIITPI 1 Sec.2. rntey nttfpatrents, uc SEQN: 668180 / T7 / SPEC Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 2 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 224.0 Ibs Truss Label: A2 I .. / ... 10/11/201 30'9'7 +317334515 669 654 II12X4 =4XX6 =3X4 =3X8 = X4 =4X6 11]2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1 62"13 5'y'3 2'1" i 10'6" + 2'1"+ 6'2 13 T 12, r 141 24'T' 268" 32'5"3 38'8" 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 Kzt: NA Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous iateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.176 N 999 240 VERT(CL): 0.315 N 999 180 HORZ(LL): 0.074 L - - HORZ(TL): 0.132 L - - Creep Factor: 2.0 Max TC CSI: 0.645 Max BC CSI: 0.584 Max Web CSI: 0.577 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 &ER/ALM 40015B 582E 5D3D9C X A4 DE DE 296B ED F9 mmes�messAsms ea ti^mtecs�rapua is: samsmP+asr airnsrcaes; Pt t#9 UL 04nnf"th 1"I =-OmIK8i MtoggA V&V.Td4W13aitYd5Gua4esaffiattc1CSA3L'�:�aCa PotBa'�:aak8 II4��CSNA»S YtTF.MTYitl(xE16O�`Q tRt62DA cb tNif�rn MN'd&Litgtris cbs�n. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1606 A A /934 /684 /427 J 1606 A A /934 /684 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.9 J Brg Width = 8.0 Min Req = 1.9 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1068 -1841 B - C 1429 - 2955 G - H 1191 - 2320 C - D 1163 - 2359 H - I 1164 - 2359 D - E 1190 -2320 I - J 1430 -2956 E- F 1068 -1841 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2583 -1137 O - N 2009 -772 R - Q 2580 -1137 N - M 2581 -1144 Q - P 2580 -1137 M - L 2581 -1144 P - O 2008 -744 L - J 2584 -1144 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 278 -5 O - G 492 -755 C-P 419 -604 G-N 460 -164 P - E 460 -164 N - I 420 - 604 E - O 492 -754 I - L 278 -6 O - F 1370 - 768 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) o'r safety practices prior to performing these functions. Installers shall provide temposrY r BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a grope y gid ceiling Locations shown for ennanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, Apply plates to each face. ofPtruss and position as shown above and on the JoinDatails, unless noted otherwise. kefer to of any its drawing,any failure to build the on this drawing or cover page Lq design shown. The suitability Criiev omponents. uc f SEQN: 668178 / T6 / HIPS Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 2 4EA8 Aria "D" LL OL /DR Horton ME4B Aria "D" LL OL ,DR Horton DRW: Wgt: 236.6Ibs Truss Label: A3 .. / ... 10/11/2019 r 4 +r '3"8 r 309'7 T'8 45 2'B "9 6"�4S4 4T482s32'3'ar A'89 i o5X6 `=6X6 F G 1112X4 =3X4 =_ X6 =3X8 =-3X4 =3X6 ==_ X4 116(4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �.1..f. 6'2"13 + 12'1'3 + 11� , ., r 218"rL- 5,10.3 I' 6'2"13 1 3I 1 32'5"3 38'8" 1T1"12 26'T' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 D Des d:: .00 Mean Height: 15.00 ft 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: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.157 P 999 240 Lu: NA Cs: NA VERT(CL): 0.288 P 999 180 Snow Duration: NA HORZ(LL): 0.067 M - - HORZ(TL): 0.123 M - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.372 TPI Std: 2014 Max BC CSI: 0.454 Rep Fac: Yes Max Web CSI: 0.690 FT/RT:20(0)/l0(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40015B 582S 5D30 K X A4DE DE Z9SB E9 F9 rnnssmxasxume�xuaaa�fcgaxcav xFsatabyraneua3mmeaat; rr {R. th, fli7IE1{Ui tba L"axaaA9eA�5}f raa�rgi SNA=1 aalAmtkxiKwta9e. rrgivrdtcp�xol tt ga+samt awaetam:t6. 3u ne4�dMIA cnk-. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1562 A A /940 /695 /385 K 1566 A A /940 /695 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Rey = 1.8 K Brg Width = 8.0 Min Req = 1.8 Bearings 6 & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1218 -1969 B - C 1499 -2833 H - 1 1345 -2347 C - D 1326 - 2377 I - J 1326 - 2386 D - E 1344 - 2338 J - K 1500 - 2842 E-F 1213 -1951 K-L 27 0 F - G 1153 -1697 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2468 -1194 P - O 2055 - 953 T - S 2466 -1194 O - N 2055 - 95:; S - R 2047 - 924 N - M 2474 -1221 R - Q 2047 - 924 M - K 2476 -1221 Q - P 1702 - 702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp T-C 230 -6 G-P 619 -331 C - S 322 -465 P - H 416 -594 S- E 389 a 159 H- N 388 -160 E - Q 415 -585 N - J 322 -464 F - Q 596 - 343 J - M 230 - 8 Q - G 227 - 221 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Ire Information, by TPI an SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly Kcd�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, . Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. eefer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, . this drawing indicates acceptance ofrofessiona� engineering responsibility solely for the design shown. The suitability .e of this towing for any structure is a responsibility of the wilding Designer per ANSI/TPI 1 Sec.2. cmey omponenrs. uc I SEQN: 668176 / T5 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 2 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 253.4 Ibs Truss Label: A4 I ... / ... 10/11/2019 i_ 6'4"9 i 7'10"� 12'4"7 19'4" + 23'8" + 26'S"5+ 30'9"7 132'3'7 36'8" ; fi'4"9 1'6" 4'VI4 2'7"9 4'4" 4'4" 29"5 4'4"2 1'6" fi'4"9 SEAT PLATE REQ. 1112X4 =5X6 1112X4 3X4 =3X6=3X4 =3X8 =3X4=3X6=3X4 1112X4 3B'B" 5'025+1'11, 4'4" 4'4"" 241 0114' 9'4" 3'8fi'22"13 220N1'2� F Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37:00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.148 G 999 240 VERT(CL): 0.278 G 999 180 HORZ(LL): 0.063 N - - HORZ(TL): 0.118 N - - Creep Factor: 2.0 Max TC CSI: 0.381 Max BC CSI: 0.439 Max Web CSI: 0.470 Mfg Specified Camber: VIEW Ver. 17.02.02.1208.15 SEAT PLATE REQ. 5'B"6 32'5"3 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 /- /- /938 /697 /345 L 1523 /- A /938 /697 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 L Brg Width = 8.0 Min Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1272 -1856 B - C 1525 - 2751 H - 1 1331 - 2009 C - D 1358 - 2288 I - J 1382 - 2257 D - E 1377 - 2249 J - K 1364 - 2296 E - F 1336 - 2009 K - L 1524 - 2749 F- G 1272 -1056 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2395 -1227 R - Q 1754 - 818 V - U 2393 -1227 Q - P 1974 - 985 U - T 1965 - 949 P - 0 1974 - 985 T - S 1965 - 949 O - N 2391 -1255 S - R 1754 - 789 N - L 2393 -1255 k gv*­V, Q fv U "P 4 •Ci Maximum Web Forces Per Ply (Ibs) .. Webs Tens.Comp, Webs Tens. Comp. o' 4710 V-C 235 -6 R-H 262 -170 C - U 327 -475 H - Q 537 -362 10 U - E 355 -161 Q -1 397 - 522 **y STATE P4Z E - S 404 -529 1-0 352 -161 F - S 545 - 372 O - K 321 -465 F- R G - R 262 -169 223 -257 K- N 232 - 9 40015B S929 5D3D 9C 3L MDE DE 796E E0 F9 rnssfmnett6ssr.eraivasaey��egnca aa7aaazwnY�ruaf anmace2, Rt (r4. tat. dt71ffi) *R �4 a9owmn WWs*.�xdi SWvl a>.i�tc1lNT:aY�f 6�15 TeAted"VM d ahown WA.Vmamaxd —4 a,,ned snd wud and U4 AYA%r:,ehcna�satirmarxfa rwz :tom sxrlY,� a«aayelmfank CS Im **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI' (Building ComponentSafety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rmey bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to omparrcnrs. �r drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building.Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbeindus .com; [CC: www.icesafe.cra t SEQN: 668174 / T4 / HIPS Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 2 4EAB Aria "D" LL OL /DR Horton .1AEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: AS .. / ... 10/11/2019 t• 6'4' + 13' + 19'4" + 25'8" + 32-3-7 38'8" 6'4"9 6'7"7 6 4" 6,4" 6'7'7 64"9 g55X8 1112X4 =5X8 D E F HI2X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"13 3 1' 5'4" 5'4" 1' 6'9"3 6'2"13 1 6'213 13' 14 19'4" 24'8" 25' " 32'5"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.324 E 999 180 B 1616 /- /- /931 /699 /304 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - H 1616 /- /- /931 /699 /- Des EXP: C Kzt: NA HORZ( TL) 0.131 J - - Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B B Width = 8.0 Min Req = 1.9 r9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 H Brg Width = 8.0 Min Reg = 1.9 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h!2 TPI Sid: 2014 Max BC CSI: 0.576 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.555 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked 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: 17.02.02.1208.15 A - B 27 0 E - F 1430 -2366 Lumber B - C 1572 -2952 F - G 1372 -2452 C - D 1373 -2451 G - H 1572 -2953 Top chord 2x4 SP #1 D - E 1430 -2366 H - I 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss passed check for 20 psf additional bottom B - P 2576 -1273 M - L 2118 -961 chord live load in areas with 42"-high x 24"-wide P - O 2573 -1273 L - K 2118 -961 clearance. O - N 2118 - 931 K - J 2574 -1303 Wind N - M 2118 -931 J - H 2577 -1302 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Aq Webs Tens.Comp. Webs Tens. Comp. 1t Ne .' "* `r or P-C 247 -4 M-F 355 -215 C - O 379 - 505 K - G 378 - 505 " 0471,02 m � D-O 437 -171 F-K 437 -171 : o D-M 356 -215 G-J 247 -6 E - M 272 - 344 STATE 0 40015B 58285D3D 9C3C A4DE DE 796E EO F9 Hassxamr W_ aueuaraearjara am to eY�-i�n ACK�saXCat6an4 zC ' decpiesn32P 6escaecra #asncted r#aa °mSar,dwi-d and � 1 ��tnsce5a ewuu 6t tarYkd oA aaryeialrax� cs IM -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rnrty bracing per BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3, B7 or B10, as applicable. Apply Agates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. defer to onr/>ouenrs. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this mob's aeneral notes page and these web sites: ALPINE: www.al ineitmmm; TPI: www.t inst.o ; SBCA: www.sbcindustry.com• ICC: wwwkes_afe.org_ SEQN: 668170 / T3 / HIPS Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: A6 / ... 10/11/2019 6'4"9 214273"7 63'84"896215+20"1+5'8"+3 =6X6 1112X4 =3X6 =3X4 =6X6 D E F G H 12 6 m go3X4C 13X4 0 iIn 1 =4X6(( )B J=_4 � A S R Q P 0 N M L 012X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4 T ED m X6(A2) i K SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 43 3' 2'6"1 5'9"8 2'47 3' 4'9"3 6'2"13 1' 13 + 11' 14' r 16'6"1 } 22'3"9 24'6"+ 27'8" + 32-53 + 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.177 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.331 E 999 180 B 1523 A /- /918 /701 /263 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - J 1523 /- /- /918 1701 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.124 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code! Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 9 Min Re q = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.357 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & J are a rigid surface. Bearings 8 & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CSI: 0.415 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked 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 VIEWVer:17.02.02.1208.15 A-B 27 0 F-G 1605 -2478 Lumber B - C 1593 -2734 G - H 1598 -2467 Top chord 2x4 SP #1 C - D 1470 -2360 H - 1 1470 -2360 Bot chord 2x4 SP #1 D - E 1605 -2478 1- J 1592 -2734 Webs 2x4 SP #3 E - F 1605 -2478 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - S 2377 -1286 O - N 2057 -1068 S - R 2375 -1287 N - M 2057 -1068 R - Q 2057 -1038 M - L 2375 -1316 Q - P 2057 -1038 L - J 2377 -1316 P - O 2483 -1295 g�t0;lit(til>�1i)fp�l Maximum Web Forces Per Ply .„� ,� � «a Webs Tens.Comp. (Ibs) Webs Tens. Comp. �y��"�, s40\0E : `s" t o. D3) w S-C 202 -8 G-O 263 -311 s ,°",e C - R 301 - 386 O - H 589 - 3fi6 D - R 364 -178 H - M 361 -176 „ g D - P 598 - 374 M -1 300 - 385 VAT .o raw E-P 259 -307 I-L 203 -10 !tA« P-G 109 -107 40D15858295D3D9CXA4DEDET968EOF4. matter+.swsasmsa�rrrav<aQyc�aaaam es�neysx�sua�weaast; tt {'fl.. tdz, aa7�t�s t5s.cwaxaa»a9ew,sssgaata&i �tAcneiazcF�nsr3o, 4s��3cc9ga altt�4auaerstararrotect>i�eau4an6 sas6d SM era INA-1 auu.tnsYavasea#ae ta—Wo-asy.fw- z cm� **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy rmr bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, llc7lrS, uc O7/1 O as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to /' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI: 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professrona engineeringg responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.lpinst.om: SBCA: www.sbcindusirv.com: ]CC: wwmicesafe.om r SEQN: 668168 / T2 / HIPS Ply: 1 Job Number: 36CS0067A ' FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 201.6 Ibs Truss Label: A7 .. / ... 10/11/2019 T 0 v =4X6 6'4"8 9' 15'10"1 19' 22'8"3 29'B" 32'3"8 38'8" 27"8 6'10"1 3'1 "15 '} 3,8"3 6'11 "13 27"8 64"8 =5X8 1112X4 =3X6 =3X4 =5X8 D E F G H 'I L 6 03X4C 1 ',3X4 (a) A )B J=4 T io rn X6(A2) 1 K S R Q P 0 N M L 1112X4 =3X4 =3X6 =3X10 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"12 2'9"4 5' 1'10" 7'1"10 1'B'5 5' 29"4 6'2"12 1� 6'2"12 9' 14' 15'10' 22'11"11 24'8 AW 32'5'4 38'" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria I ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.414 E 999 180 B 1523 !- A /900 f703 1222 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - J 1523 !- /- /900 1703 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.131 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.519 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Fac: Yes Max Web CS 1: 0.710 Maximum Top Chord Forces Per Ply (Ibs) Loc. from ondwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1896 -3011 Lumber B - C 1616 -2723 G - H 1884 -2992 C - D 1577 -2495 H -1 1577 -2494 Top chord 2x4 SP #1 D - E 1896 -3011 I - J 1616 -2723 Bat chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1896 -3011 J - K 27 0 Bracing Maximum Bat Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 'T' reinforcement. 80% length of B - S 2365 -1303 O - N 2207 -1182 web member. Same species & SRB grade or better, attached with Bid Box or Gun (0.113"x2.5",min.)nails S - R 2363 -1303 N - M 2207 -1182 @ 6" oc. R - Q 2206 -1152 M - L 2363 -1332 Q - P 2206 -1152 L - J 2364 -1332 Wind P - 0 3017 -1633 Member design based on both MWFRS and C&C.�X"ff� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 0471+' a+ S - C 140 -12 C R 235 243 G - 0 0 H 318 - 393 949 566 - - - - D - R 340 -190 H - M 335 -188 D - P 967 - 579 M -1 233 - 242 a STATE E-P 316 -389 I-L 142 -14 ra a + w P - G 97 - 93 40015B 582Z 5D309C3C WE DE796B EO F9 mm�zannaa�tazasarccursaer S � zmyaarq ratrrutlrxaatam PE (#L. Ui, ea7i3Jien t$s cirvtAsr.»a#aa*sa 6a saal iGtAC3rC.2N,lA4G3Q. 7YbY1�CW'sTStl("�84BG44P6CTR $SIItlS5A�S1)Yraa"��C t�f6��' II:3'b$ and Idn farA•.3ay.AttfltkBtfCtsM�e�miM uaritiT:l as uyaittUeris rap�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 fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rrrt s bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nnr �oWnr:, uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.ai ineitw.com• TPI: www.t inst.o ; SBCA: www.sbcindust .mm; ICC: www.iccsafe.o I Wgt217.0 Ibs Truss Label: A8 SEQN: 668186 / T20 / SPEC PI : : 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EA8 Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: / ,,, 10/11/2019 "8 7'10 13'10" 16'8" 222" 27'8" 32'3"8 38.8" 6'4"8 1'6" 5'11„7 -I- 2'10" -f- 5,6" -� 5'6" 4'78 -� 64"6 i' 1 -4X6i SEAT PLATE REQ. E=5X6 1112X4 3X6=4X10 1112X4 =_ X8 =3X6=3X4 1116(4 SEAT PLATE REQ. 38'8" �1+ 6'2"12 5'9"4 +1'117 54"4 4'6" 1' 4'9"4 6'2"12 6'2"12 12' 13'10 2� 1"12 22'2" 26'6" 27' " 32'5"4 38'8" 16'9"12 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP 91 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 Lu: NA Cs: NA VERT(CL): 0.360 P 999 180 Snow Duration: NA HORZ(LL): 0.068 L - - HORZ(TL): 0.128 L - - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.540 TPI Std: 2014 Max BC CSI: 0.557 Rep Fac: Yes Max Web CSI: 0.960 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 r VW. STATE OF 0111.5858285D DSMA4DEDE796BEOF9, teas eura ras namxs eiuva�tex.7 e�wn � a pp uei enm �wez 2>i (F4„ tls, a47'18ipen i$e Lltffi6CCr'Aai.�Y°d erstga LN.LS tt�crSC'sUcenct�4. Qtcpialafiias>gouaccra araawet�;c#basEnexahE cnatsd aut tte Sa+.R�a '. �ssmdaervuat6��va„a�a9¢urarax a9�s„ ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1523 A /- /921 /695 /321 J 1523 A /- /916 /698 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Brg Width = 8.0 Min Reg = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1645 - 2484 B - C 1635 -2773 G - H 1645 -2484 C - D 1381 -2189 H - I 1494 -2359 D - E 1406 -2150 1- J 1617 -Z735 E-F 1440-2101 J-K 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2420 -1302 O - N 2055 -1089 S - R 2417 -1302 N - M 2055 -1089 R - Q 2417 -1302 M - L 2376 -1338 Q - P 2462 -1308 L - J 2378 -1338 P - O 2463 -1308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 277 -335 C - Q 412 - 590 O - H 608 - 39B E - Q 1523 - 979 H - M 363 -178 Q - F 913 -1293 M -1 302 - 388 F-P 109 -2 I-L 203 -10 F - O 115 -113 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T• •`IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SBCA) ia'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e._ Apply plates to each face of truss and position as shown above and on the Join c Details, unless noted otherwise. (Refer to a division of any its drawing,any failure to build the on this drawing or cover page re design shown. The suitability rmey omponems. uc I SEQN: 668188 / T10 / SPEC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW. Wgt: 212,8 Ibs Truss Label: A9 .. / ... 10/11/2019 6'4"8 7'10" 13'10" 18'8" 24'2" 29'8" 323"8 38'8" 6'4' 1'5" 6' 4'10" 5'6" 5'6" 27"6 6'4"8 E=5X6 1112X4 =3X6 =4X10 1112X4 =3X10 =3X6 =3X4 1112X4 T1 �So o � v (6(A2) 1 SEAT PLATE REQ. SEAT PLATE REQ. 38,81, "12 5'9"4 1'10" 4'11"12 5'4"4 2'6" 3' 2'9"4 6'2"12 i 1' 6'2"12 + 12' +13'10' 18'9"12 + 24'2" + 26'8"+ 29'8" f 32'5"4 38'8" 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T' reinforcement. 60% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.231 P 999 240 Lu: NA Cs: NA VERT(CL): 0.433 P 999 180 Snow Duration: NA HORZ(LL): 0.074 L - - HORZ(TL): 0.138 L - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.551 TPI Std: 2014 Max BC CSI: 0.630 Rep Fac: Yes Max Web CSI: 0.861 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40D1585928 5D 3D 9C 3C A4 DE DE 795BE0 F9 rnu cum nn �xari aystetm� cra7 a ¢naa:mss urn e�y ranruv��'mmtaet:;; Pt i'�Y. tbL eQ53mf aq �4<cttaalaawmaiave s SNbi xdAcntzater,tc�'w 7'fUt'.S(d CtY 104 S?{ti%6Ct2A�LC1t 3ti NZSSSGCi53'.�.dt: ffipf:Q1�3� RIDk16 and 0.36IWa-E tui3tgdMiksttcnt�a e�d}H vatic a. mpt9altCrAL ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1523 A A /910 /695 /321 J 1523 A /- /904 /698 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 J Big Width = 8.0 Min Req = 1.8 Bearinsa B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1891 -290D B - C 1650 -2772 G - H 1891 -2900 C - D 1397 -2190 H - I 1607 -2487 D - E 1423 - 2153 I - J 1649 - 2725 E-F 1451 -2141 J-K 27 D Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2419 -1302 O - N 2190 -1201 S - R 2416 -1302 N - M 2190 -1201 R - Q 2416 -1302 M - L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 P - 0 3067 -1720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 272 -4 G-0 270 -331 C - Q 409 -588 0 - H 921 -587 E - Q 1498 - 932 H - M 314 -202 Q - F 1125 -1633 M - 1 251 - 274 F-P 172 -2 I-L 158 -14 F - 0 166 - 217 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safe Information, byv TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 11e, Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of pro essional engineering responsibility solely, for the design shown. The suitability is of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. rimy orrrpoverrr,; uc SEQN: 668166 / T31 / HIPS Ply: 2 Job Number. 36CS0067A FROM: GM City: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 270.2lbs Truss Label: A9G .. / ... 10/11/2019 337''4 1194 } '2 3"35'0'444 '0"1311'7"12 4"4 1 44 3313412 144 3,4"4 + 3'7"12 =3X4 =4X4 =7X8 =3X8 -4X4 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1 L T 4'0"12 r _ i 4'0"12 i 4'2"8 1 3'11 + 4'4"4 �t 40 12 -f- 7' L-1 7' 11'0"12 1 15 8 19'4" 23'3" 27'7"4 31'8" 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DetUCSI 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/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.247 G 999 240 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.467 G 986 180 B 3058 /- /- A /1391 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 D - - L 3059 /- /- A /1392 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.095 D - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 gCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC C51: 0.227 L Br Width = 8.0 9 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.276 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Fac: No Max Web CSI: 0.273 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: 17.02.02.1208.15 A - B 13 -10 G - H 2O45 -4568 Lumber B - C 1413 -3094 H - 1 1949 -4356 Top chord SP #1 :TC2 2x6 SP #1: C - D 1366 - 3050 I - J 1684 - 3758 x6 chord 2x6 D - E 1683 -3757 J - K 1366 -3051 We2x4 SP #1: Webs 2x4 SP #3:W3 E - F 1949 -4355 K - L 1414 - 3095 F - G 2D45 -4568 L - M 13 -10 Nailnote Nail Schedule:0.128"x3", min, nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" O.C. Chords Tens.Comp. Chords Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. B - T 2742 -1246 Q - P 4390 -1971 Use equal spacing between rows and stagger nails T - S 2729 -1216 P - O 3822 -1719 in each row to avoid splitting. S - R 3822 -1719 O - N 2730 -1217 ti43 �0jr R - Q 4389 -1971 N - L 2743 -1247 Loading #1 hip supports 7-0-0 ti jacks with no webs, e . Maximum Web Forces Per Ply (Ibs) Wind ��1.ti' �a„'�_.'1,+ •�. Webs Tens.Comp. Webs Tens. Comp. p Wind loads and reactions based on MWFRS. t3 C - T 34 -15 Q - H 236 -98 D - T 300 -67 H - P 253 -395 ' D - S 1343 -609 P -1 717 -309 :+ . x S - E 428 - 764 1-0 428 - 764 .�"� STATE � + � E - R 718 -309 O - J 1343 -609 * R - F 254 - 395 J - N 300 - 68 '��� '.- h § F - Q 236 - 98 N - K 34 -15 G - Q 179 -223 4001585828 SD 3D9C 3X A40E DE 796E EA F9 rran cmaa spa siesta 1st tt{bMzri mmtmsc4-, Pt inLW- #Anw?"As ftu"wAltawt ngs 184,1 sw44s354i[ntKntr�. sYSltcdaoDazo(t1�9w�caniasaauta�iu8na��iszfa!¢d aAd isc AA11a,0Pffi M"Werode mat* a axti" mmrperttir.0 avfaa. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrircl bracing per BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro any attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, nm v7re»ts. Uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, refer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr) E siona7 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. For more information see this job's aerieral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o •SBCA: www.sbcindust .com; ICC: www.icesafe.or SEQN: 706258 / T9 / SPEC Ply: 1 Job Number: 36CS0067A FROM: JAH City: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 198.8 Ibs Truss Label: A11G .. / ... 10/11/2019 1 =3X61 SEAT PLATE REQ. 7-10" + 13'101. + "10:: '8" + 26'0"4 + 31'8" + 38'8" 7'10" 6' 6'10" 5'4"4 5'7"12 7' 20'8" D =3X6 5'8" 1' 7'e"12 6'14 2'2" 4'11"8 1,6"8 7'812 13'10.. 16' 20'11"8 22'8' r 316"4 3'7"12 r 26'3"12 "I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 pit at 27.60 TC: From 28 plf at 27.60 to 28 plf at 31.67 TC: From 56 plf at 31.67 to 56 plf at 39.67 BC: From 4 pIf at -1.00 to 4 pif at 0.00 BC: From 20 pIf at 0.00 to 20 plf at 26.67 BC: From 10 plf at 26.67 to 10 plf at 31.64 BC: From 20 pIf at 31.64 to 20 plf at 38.67 BC: From 4 pIf at 38.67 to 4 pIf at 39.67 TC: 174 lb Conc. Load at 27.60 TC: 160 lb Conc. Load at 29.60 TC: 190 lb Conc. Load at 31.64 BC: 128 lb Conc. Load at 27.60 BC: 124 lb Conc. Load at 29.60 BC: 512 lb Conc. Load at 31.64 Plating Notes All plates are 5X6 except as noted. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.027 P 999 240 Lu: NA Cs: NA VERT(CL): 0.050 P 999 100 Snow Duration: NA HORZ(LL): 0.015 J - - HORZ(TL): 0.028 J - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.704 TPI Std: 2014 Max BC CSI: 0.519 Rep Fac: Varies by Ld Case Max Web CSI: 0.574 FT/RT:20(0)110(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. ' o 047182, e �a T 400158 5828 5D309C 3C A4 DE DE 796E EO F9 m�swnasase®crccasruavt�yra me xt�aey wcuae vuwvea; F[CFi..iK. 387Sffifdf iG993i¢FPBao'aiiA'�0t55R1••5Nk+3 ati tA¢.1SkAtirn KfS'@. rrSi;edecgtxxo{tl�dataswmanotansi,:z+eE a�xB�3 zralnd "4I$'G sgfit43fir4 fLA{- SEAT PLATE REQ. 7'1"12 +1 38'8" ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 797 /- A /- /392 A M` 452 /- A /- /213 A H 820 /- A /- /403 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 M Brg Width = 68.0 Min Req = - H Brg Width = 8.0 Min Req = 1.5 Bearings B, M, & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 E - F 302 -138 B - C 556 -1120 F - G 285 -102 C - D 296 - 573 G - H 564 -1170 D - E 299 - 576 H -1 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 927 - 434 M - L 70 - 259 P - O 924 - 435 L - K 70 - 259 O - N 96 -230 K - J 996 -444 N - M 96 -230 J - H 965 -437 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 289 0 M-F 82 -140 C - O 272 - 577 F - K 377 - 511 O - E 756 - 342 K - G 654 -1472 D-O 245 0 J-G 754 -171 E - M 512 - 876 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrnay bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, oin vnenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. SEQN: 668191 / T16 / COMN Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 3 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 137.2 Ibs Truss Label: Bi .. / ... 10/11/2019 '7 �I 264" 5'1174161 7"9 E 104X6(R1 !9 m F m3X4(R) H SEAT PLATE REQ. L 1' 6'2"11 21' 5'9"5 1'10" SEAT PLATE REQ. SEAT PLATE REQ. 5'4!' T9"1 4'8"15 8'2"11 12' 13'10° 21'T'1 26-4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.047 L 999 240 Loc R+ / R- / Rh ! Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.085 L 999 180 B 933 A !- /578 /429 /274 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 H - - M 640 A /0 /388 /273 /0 Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.031 H - - N 480 /- /- /245 /227 /- NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: psf Bldq Code: FBC 2017 RES Max TC CSI: 0.481 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 . MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.455 M Brg Width = 8.0 Min Req = 1.5 N Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.346 Bearings B, M, & N are rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specied Camber: Bearings B, M, & N require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 A - B 27 0 D - E 563 -853 Bot chord 2x4 SP #1 B - C 790 -1512 E - F 572 -893 Webs 2yA co wv C - D 538 -893 F - G 361 -584 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1296 -660 J -1 1051 -552 I L-K 1293 -660 1-H 41 -34 K - J 1293 -660 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 285 - 8 F - I 362 - 585 C - J 425 -626 1- G 450 -230 E - J 376 -153 G - H 292 - 404 J - F 386 -182 4DM5B 5S2S.5D3D 9C 3C A4DE DE 796B'EA F9 rwa sum nac asx.rre�c�t .�nss arc aa�aso mjr raznuar rnma¢.; CE (FG tR. DeYiaiim" tRa �:rffLEaxw aL3Vt w.@x6 a 4Nh+2 MY�[rsSKd'pwt C44iC 74�rd'ccptxz Ksf ti�da(asrsuawrnetccnsEaxaEs�rng �9 xetlti4 VA ft VA.i ffia2ii5Mi9Sf9JS1d7Q OvAtt WOW m,I vaw(ark **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrrrcy bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 'or' roperly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133, B7 or 810, ntn �ouenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to / drawings 160A-Z for sp ndard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates' acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this Strewing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this iob's oeneral notes oane and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SBCA: www.sbcindusW.com: ICC: www.iccsafe.oro Job Number: 36CS0067A I FROM:AH 6Page I f62194 / T17 / GABL I Q y:1240,8 Ibs 14EAB AriaLab"D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton I DRW:/ 10/11/2019 I Truss 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 " 6'4"8 6'4"8 13'10" 7'S"8 21'3"9 + 26'4" 7'5"9 5'0"7 �---- 2,6„ T4- F-- 2,8" (TYP) M SEAT PLATE REQ. 26'4" 1' 6'2"12 _ I _ 7'74 7'9 1 4'8"15 _ I F + 6'2"12 13'10" + 21'7°t + 26'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: G.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W2 2x4 SP #1: Bracing (a) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Loading Gable end supports 8" max raise overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.044 U 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.038 U 999 180 B' 86 /- /- /45 /40 /13 Snow Duration: NA HORZ(LL): 0.023 U - - BF 218 /- /- /139 /80 /- HORZ(TL): 0.025 U - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 256 Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.232 BF Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.162 Bearings B & BF are a rigid surface. Rep Fac: Yes Max Web CSI: 0.5 Bearing BF requires a seat plate. FT/RT:20(0)/10(0) Mfg Specked Camber: er: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 L - M 251 0 B-C 25 -68 M-N 241 0 C-D 68 -18 N-O 222 0 D-E 111 -13 O-P 162 -25 E-F 152 -8 P-Q 114 -45 F-G 71 -79 Q-R 93 -67 G-H 79 -78 R-S 92 -76 H-1 76 -45 S-T 135 -75 1-1 124 -24 T-U 127 -98 J-K 173 -4 U-V 69 -137 K - L 232 0 4001565S28 SD3D 9C 30 A4DE DE 7968-EA F9 rresaxamnaaasraeeutuamxayey�neaars:sou nYrareurarammny t[ P... uc oi71a71en tnc aivaAamoa�+n ucnyts s+r&a xs#�cntexitr.�,sc4a e�°raecwRsrrtixsauasssrsaa*anatwv�v�..ranrgnes�9 zm,aa aM tbn SW 3 xxhcm[vatl,tccc3� es�t�e u�itims7 or aay,zdreeti¢nK Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AK 163 -50 AD -AC 177 -54 AK-AJ 171 -52 AC -AB 93 -21 AJ-AI 174 -53 AB -AA 93 -21 AI-AH 176 -54 AA-Z 93 -21 AH-AG 177 -54 Z - Y 93 -21 AG-AF 177 -54 Y - X 185 -43 AF-AE 177 -54 X - W 25 -34 AE-AD 177 -54 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH- F 26 -61 AW-AX 273 -152 F -AL 207 -76 AY -AZ 270 -151 AM -AN 214 -78 BA -BB 263 -148 AO -AP 215 -79 BC-S 269 -150 AQ-AR 221 -81 S-X 178 -85 AS -AT 208 -77 X-BD 114 -30 AT -AC 236 -85 BD -BE 113 -29 M -AC 0 -120 BE- V 96 -26 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an � SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope y lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, le._ Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. fifer to a division of ivi 7,ortor r acceptance any structure failure to build the g or cover page in. The suitability r7ltcy rnnpouanrs uc SEQN: 668194 / T17 / GABL Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAS Aria "0" LL OL /DR Horton 14EAB Aria "D" LL OL ,DR Horton Page 2 of 2 Wgt: 240.8 lbs Truss Label: 132GE 40015B S823 5D3D 9C BC A4DE DE 7965 BD F9 KitiS DXfn D0Y H9Y4#YYYD%f5Df fJ$n[»3B3 wmt Dy'i$Y Wm8 fa, FLOL1&. $673$!{fi!$94'LSaSS:tl4a�IUUlIY Y;2 SMk=1 mM4'SkStYA[sx;w r�6rstlrrga.erttFsdasrtraYtm^arcttrrtEL#puB�! sfsia@ zadtdn Lkwarathvia:stimittc'a rsact6o fsEiiac+i w m{'4ILQ(fDiL teaks. DRW: ... / ... 10/11/2019 AC -AU 281 -156 V - W 243 -174 AU -AV 266 -148 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AK 164 -95 AU- N 71 -40 D-AJ 95 -68 AV -AB 251 -111 E-AI 85 -68 AW O 212 -88 H -AL 98 -77 AX-AA 105 -66 AG -AM 93 -75 AY- P 114 -72 1-AN 100 -72 AZ-Z 97 -62 AF-AO 101 -72 BA- Q 107 -72 J-AP 114 -71 BB-Y 41 -49 AE-AQ 103 -65 BC- R 31 -35 K-AR 212 -88 BD-T 20 -18 AD -AS 252 -111 BE-U 122 -51 L -AT 71 -40 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handl!n shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Q Safety Information, bar TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, e. Apply Agates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise, (Refer to 60A-Z for standard plate positions. a division of 'TPI T, or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability mrc�t,, omporrarrra. w SEQN: 706230 / T26 / COMN Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 2 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: D1 .. / ... 10/11/2019 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 i 5' 10, J f 51 } 5. C=4X4 1114AV SEAT PLATE REQ. 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 5' 5' fQ SEAT PLATE REQ. 5' i 1 10, Snow Criteria (Pg,Pf in PSF) Defl/CSICriteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.006 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 F 999 180 B 438 /- /- /287 /202 /134 Snow Duration: NA HORZ(LL):-0.003 F - - D 438 /- /- /287 /202 /- HORZ(TL): 0.005 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.214 D Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.209 Bearings B & D are a rigid surface. Rep Yes Max Web CSI: 0.081 Bearings B & D require a seat plate. FT/RT:2:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 18.02.01A.0205.20 A - B 27 0 C - D 359 -492 B- C 358 - 492 D- E 27 0 o . �+ q STATS OF Y Y Y � 4001585828.5D3D9CXA4DE DE 7968EA F9 muttsronasaamcrcissmstiarc�ra aee�meay usr aszsz�in:y, er{�.,rx.sc7iaifsntaaCu¢ata�naSas�rc �RsS9R�1 xM�txtrxtYr*sczv'a mft C"10r tZ'bdC0 ffa.3'0001C%'i5{6:ii9 f'�.4 ib W in+itrx iairt�laclnersxaacncare ex�tsw �n1oi a� mla3ecucras myaea- Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 395 -183 F - D 395 -183 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 213 -28 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 4 Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary arty r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny Wppid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm onents, uc e. Apply plate. to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to F' 60A-Z for standard plate positions. a division of lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability, SEQN: 706265 / T33 / HIPS Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 50.4 Ibs Truss Label: D2G .. / ... 10/11/2019 3' 5' 7' 10, r3' 2' 2' 3' 'II 12 C=i T 6 0 O -=2X4(A1) B�e r if 1 A J 1112X4 SEAT PLATE REQ. 1117,,C4 =aA0 111 ZA4 SEAT PLATE REQ. 10' I 3'1"12 1'10"4 1'10"4 3'1"12 {'1 3'1"12 5, 6'10„4 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): ' 0.012 D 999 240 Loc R+ / R- / Rh / Rw / U / RL B 499 /- A /- /237 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.021 D 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 H - - F 499 A A /- /237 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.008 H - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.079 F Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.117 Bearings B & F are rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.050 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 27 -20 D - E 287 -676 B - C 294 -669 E - F 294 -669 Wind Duration: 1.60 WAVE Lumber C - D 287 -676 F - G 27 -20 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading #1 hip supports 3-0-0 jacks with no webs. Purlins In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 565 -237 I - H 572 -235 J -1 572 -235 H - F 565 -237 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 83 0 I-E 131 -65 C-I 131 -65 H-E 83 0 D- I 95 -116 40015E 5B28 5D3D9C 3C A4DE DE 7988EO F9 "4§Yl2gri, "aT�Mn:0HI14Y�8K.Y:.y6+�@:;# 3irt9IISY�C C'4'AAb2aa3I848,tHSg Btirb.t&,�{7387it�s7SE 6"iat2As»9a3x�vt,c&tga'iNk.i msWenSast9IInsG39.. rr�r!eCteVlcs W Waffasz�ram-a m^a"aresrs�&zmtl g bni xtabd and tdw S�.AA"nt�satiC"�^iax,ttr2!lt,rru�so a, xry�datr **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building nen Safety Information, byy TPI and SBCA) foF safety practices prior to pertormmg these functions. Installers shall provide tempo rarryy aney tier BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty u rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinQ installed per BCSI sections B3, 87 or 810, orrr ouenrs uc cable. Apply plate. to each face . truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to P s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSUTPI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ,e of this drawing for any structure is the responsibility of the uiiding Designer per ANSUTPI 1 Sec.2. 1 — SEQN: 668144 / T1 / GABL Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton'/4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 43.4lbs Truss Label: C1GE .. / ... 10/1112019 4'2" 8'4" f 47- 4 2„ I �- - 1'6" --}— V4" �{ (TYP) E=4X4 T 12 T 6 p D F O7 C G ILD in N O 2X4(A1) B Fi=2X4(A1) N 43 A I N M L K J SEAT PLATE REQ. SEAT PLATE REQ. 8'4" _I 1' 8'4" 8'4" - 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 K 999 180 B 375 A A /251 /173 /118 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - H 375 /- . A 1251 /173 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL ( ): 0.009 D - - Wind nd reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.1F7 H Br Width = 0.0 Min Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Bearings B & H are rigid surface. Bearings B & H require a seatatplate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.058 p Chord Maximum Topd Forces Per Ply (Ibs) hormp. Loc, from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords TensC Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A- B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 C - D 530 -368 G - H 500 -386 Top chord 2x4 SP 91 D - E 573 -349 H - 1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Rot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. B - N 316 -282 L - K 313 -272 Loading N - M 315 -276 K - J 315 -278 M-L 313 -272 J-H 316 -285 Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Maximum Gable Forces Per Ply (Ibs) Wind Gables Tens.Gables Tens. Comp. Member design based on both MWFRS and C&C.0��2g CN 5 KtF148 s Additional Notes �� rr'*� �`•r'i� '� D - M 148 - 36 J - G 91 -15 & for s `ro E-L 152 -237 See DWGS A16015ENC101014 GBLLETIN0118 No 047,182 gable wind bracing and other requirements. z °mSTATE SEPA4L #: 40015B S929 51)3139C 3C WE DE 796B E0 F9. mnnamrtasesa¢eresvtsm°{e�:n� a�a aruss �raaraertiunwmL ftjSL t&. 949fta iRa.+`St56t 0iY:r140u sBz SMR+1 anific!awn�caw 11bRa3tep�s e3 ttaxQaarcrst�aos2srn6�C7ai�t¢9 an6 sxzla0 aadia}c fi+iai awfsmcastlGi6via �tYro urt3l� cn aaysiasisxdc conks. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an r7 SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary rarer bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, nrn �onents. uc as applicable. Apply gates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinNComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/1 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing, indicates acceptance of professrona engineering responsibility solely for the design shown. The suitabrirty and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 7 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.t inst.o • SBCA: www.sbcindust .com• ICC: www.iccsafe.o SEQN: 668146 / T18 / VAL Ply: 1 TJobumber. 36CS0067AFROM: GM Qty: 1 EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL,DR Horton DRW:Wgt: 25.2 lbsruss Label: V8 ... / ... 1011112019 3'11"8 7�11" 3111"8 3'11"8 12 B=4X4 N =3X4(D1) A E 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 Kzt NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. D 1112X4 7-11" 311 "8 3'111 "8 3'11"8 7-11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in Ice L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.009 D 999 240 Loc R+ / R- / Rh / Rw / U / RL E• 73 /- A /34 128 /8 Lu: NA Cs: NA VERT(CL): 0.011 D 999 180 Snow Duration: NA HORZ(LL): 0.004 D - - Wind reactions based on MWFRS HORZ(TL): 0.005 D - Creep Factor: 2.0 - E Brg Width = 95.0 Min Req = - Bearing E is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.141 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Ccrnp. A - B 200 -178 B - C 200 -178 Rep Fee: Yes Max Web CSI: 0.109 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens ComPChords Tens Comp D y041.162 a Vt . s ,a STATE O SERIAL M 400158 5328.5D 3D"9C 3C A4DE DE 7968 ED F9 reins�nvrttae xeuzesmmex�isY.rsaa acassaeyrhaarrrxoan 4 Mfit.tiM, d57391taTclEads+�s6aesatasw uw to WPt x�cmtestWnts�A. r4r"& "dift8am cmarorMc L&WO �d "Ad >!A-E Am644ci�ucn<o3c earGtka �xNicdmmysicst+xrdr � mt+taa � • • A - D 235 -146 D - C 235 -146 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 366 - 309 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord !shall have a proppery did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Ile. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,ariy failure to build the conformance with ANSI�t PI 1, or for handlingehipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of pro ssrona engineering responsibility solely for the design shown. The suitability is of this drawing for any structure is the responsibility of the uilding Designer per ANSUTPI I Sec.2. rurey om/�ottenrs. uc SEQN: 668147 / T11 / VAL Ply: 1 Job Number. 36CS0067A FROM: GM Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs I Truss Label: V4 / ... 10111/2019 1111"8 1 3'11" 1111,18 11111,18 12 6 Q= 3X4 T A 3X4(D1) =3X4(D1 D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BC"L: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Luc, from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. r 3-11" 3'11" 3'11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): -0.004 999 240 Lu: NA Cs: NA VERT(CL): 0.006 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL): 0.002 - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.058 TPI Std: 2014 Max BC CSI: 0.069 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40015B.%283D3D 9C3C A4DE DE795B E0 F9 'TR44 W)M B4AR GBtM1 G�H�df�f t�£5i4 ifx�t tC�� mj t#bmill B02fttlit8. n it, a-047M)"ot W'l II44itMS>:iti:4a SCLa0. sz€n�dcsgxPos�stt#ln4asazsc,+�r asmmnraa�,rErss�,a a�kd xe� rtc fain-irKhu�s,^atl�ca�a�ms3n aan + m ur{c9atmrdr ccDEaa. A, Maximum Reactions (Ibs), or"=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D` 70 /- A /31 /22 /6 Wind reactions based on MWFRS D Brg Width = 47.0 Min Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B' 188 -162 B-C 188 -162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 158 -149 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, a. Aooly plates to each face of truss and oosition as shown above and on the Join f Details, unless noted otherwise. Refer to a division of any its drawing,any failure to build the on this drawing or cover page _ . ,e design shown. The suitabrlrty array mrrpvnenrs, m I SEQN: 706248 / T30 / VAL Ply: 1 Job Number. 36CS0067A I FROM: JAH Qty: 1 4EAB Aria "D" LL OL /OR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 21.0 Ibs Truss Label: MV6 ... / ... 10/11/2019 R i - 5'10"8 ; i 5'10"8 5'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl iU# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA I HORZ(LL): -0.011 C - HORZ(TL): 0.016 C - - Creep Factor: 2.0 D' 74 /- A /53 /30 Wind reactions based on MWFRS D Brg Width = 70.5 Min Req = - Bearing A is a rigid surface. Code I Mise Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.326 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.253 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.207 A - B 46 ' -116 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Com VIEW Ver: 18.02.01A.0205.20 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Note3 See DWG VAL160101014 for valley details. ' 0471OZA' STATIE OF. P• A - C 188 - 20 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 232 -137 i I /19 i 40015B 5829 SD 3D9CX A4 DE DE 796B'EO F9 'lMS P3Ct3SFC"-a W lAdffif it AfAft@ k i "r,L LV_14nu{4Bf tRR c�at¢stc3'�maGvna sga5Nk+2 mlriart�asscnccCsd v,bxdsey�raxr{t?8s4sc�ecM �aa,6texatlf&xaL i vM.1,4 WA araiswU; anaa�esMatLa�ilasfaw�ga8ar�r�Ac 64,n£ai.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7 SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, orn �ou�nr , uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professiona engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the luilding Designer per ANSI/TPI 1 Sec.2. SEQN: 706250 / T22 / VAL Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton MEAS Aria "D" LL OL ,DR Horton DRW: Wgt: 14.0 Ibs Truss Label: MV4 / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 YY Wind Criteria Wind Std: ASCE 7-1D Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 3'10"8 3'10"8 3'10"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 1112X4 Def11CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.004 C - - HORZ(TL): 0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.153 Max BC CSI: 0.117 Max Web CSI: 0.090 Mfg Specked Camber: VIEW Ver. 18.02.01A.0205.20 40015B 5828 5D 309C 3C WE DE 796aE0 F9 n�mamamurw"tu+atrss+c.Vjup" m4n =4ry�3mmmea; Pt PLW_ 04nwi" 66afAv a z AShsve�Aa VsW% iRbradecyia: oitMsdacovs®v x^axaiccneiS�tC�+e3an4 wand MidBD A.A^.1aYIAa9zaat3l9ts�tiin uiLa who Mmgtlw k sestes. T ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D• 73 /- A 151 /16 /12 Wind reactions based on MWFRS D Brg Width = 46.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) t Chords Tens.Comp. A-B 32 -75 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 142 -13 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 157 - 88 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! T' "'IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) ion safety practices prior to performing these functions. Installers shall provide temporary rmey bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nm �orrenrs, uc as applicable. Apply Agates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pr) ssiona engineering responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindus .com• ]CC: www.iccsafe.or n SEQN: 706252 / T14 / VAL Ply: 1 Job Number. 36CS0067A FROM: JAH Qty: 1 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: MV2 ... / ... 10/11/2019 12 6 B 3X4(D 1) T A 1 - 1'10"8 ft 1110,18 Loading Criteria (psf) Wind Critaria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.007 B 999 240 Loc R+ / R- / Rh / Rw 11.11 / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.008 B 999 180 D- 75 A /- /47 /12 /9 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.003 B - - D Brg Width = 22.5 Min Req = - NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Bearing A d surface. a rigid is 9 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.034 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 20 i4 Max BC CSI: 0.066 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3:00 ft Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -19 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Lumber A - C 58 -6 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 4DD15B 5828 SD SDU WE DE 7968 E'D F9 rasas znmeracmt+cnara[��ceat�,nsaaeasz�ea r+f"xanus3assneaaa, Yt frL tk. Yt71a7{mf tAm si4scmrw.fis;a SNA.2 n33scnSxaIIact Vh'�w rYw�9cgmxrAihbdau+�smim•ardatesett�eabaguSra�A ¢�a1a9 tw 04 i•Wix2hmtiazi3ess6ws sawtha wrattic5 anaryadtttren.Y cmm -WARNING** READ AND FOLLOW ALL NOTES,ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS tuire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of o n ra ceum Locations snown rot ermanem iarerai resrrainr or weos snap nave oracin instanea per ewi sections rsa, rsi or ril u, cab e. A .p y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability is of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmey rnxpatenrs. uc SEQN: 668151 / T15 / EJAC Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 10 4EAB Aria "D" LL OL /OR Horton MEAB Aria "D" LL OL ,DR Horton DRW- Wgt: 23.8 Ibs Truss Label: EJ7 .. / ... 1011112019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 C 12 6 c+� o_ Lo in -v 2X4(A1) B A D SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 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 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 0 7' I Def 1CSI Criteria PP Deflection in loc Well U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.014 D - HORZ(TL): 0.025 D - - Creep Factor: 2.0 Max TC CSI: 0.496 Max BC CSI: 0.368 Max Web CSI: 0.000 Mfg Specked Camber: VIEW Ver. 17.02.02.1208.15 4001555828 5DBD 9C 3C A4DE DE 796E EO F9 rnm�nneesrraanrraa�-mtsesafry�nss mra ars�:+W r�swa�nwxaru, :stncnsKatkmsaa arr�:¢&tt{�icaWt?ds6ocesecnt �'mrprsase�SanmCs�a�5 sm�kd andld�f�wimtif.�t&aiianmtal3tLlin aetiik2U ot. �1 ESatktiTdC -Vt. . ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 336 /- /- /259 /117 1173 D 127 /- /- /101 /20 1- C 171 /- /- /91 /133 Wind reactions based on MWFRS B Brig Width = 8.0 Min Req = 1.5 D Brig Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 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 qquire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 'le. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ,Ira i,ortorn acceptance any structure ris drawing,any failure to build the on this drawing or cover page is design shown. The suitability mrey oml�wrenrs, uc I u SEQN: 698544 / T24 / EJAC I Ply: 1 I Job Number. 36CS0067A FROM: AH City: 2 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW., Wgt: 26.6 Ibs Truss Label: EJ7A ... / ... 10/11/2019 G 2,4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NC13CLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 7' 7' Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.010 D - - HORZ(TL): 0.017 D - - Code / Misc Criteria Creep.Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.544 TPI Std: 2014 Max BC CSI: 0.348 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40015858285D3D9CXA4DEDE7950E0F9 ret�e�mnacxrsease�seresaa:sayc�nceama�sneay rsmr s�mawvsr iff�6&. 91715Ake�Rhs �Sffi6ilnkA51�18 �a SNt 1 sus. sty'aOcegHIcaltism$asramrnt�attctaa-�S.hsgC 6�d zrxfd � et a4.?�1 Saxshsu4atlnnaarta tmrxtsa w+fAAati m aap'ciatr cemtes. C i ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 438 A /- 1370 /178 /202 D 124 A /- /101 /12 A C 160 A A /78 /125 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing. B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabncating, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) faF safPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted othe- se,top chord shall have properly attached structural sheathin and bottom chord shall have a pro�e y ;id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, 8 7 or 10, Ile. Apply plate. to each face of truss and position as shown above and on the Join f Details, unless,noted otherwise. Defer to 60A-Z for standard plate positions. a division of 'IF,i 1,orrofn acceptance any structure its. drawing,any failure to build the on this drawing or cover page is design shown. The suitability rnrc�� rnnponanm u SEQN: 706260 / T13 / EJAC Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 5 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 21.0 Ibs Truss Label: EJ7B .. / ... 10/11/2019 fit3 -2X4(A' SEAT PLATE REQ. 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 9CDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/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(CL): NA Snow Duration: NA HORZ(LL): -0.017 C - HORZ(TL): 0.027 C - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.505 TPI Std: 2014 Max BC CSI: 0.373 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 4001555828 5D 3D9C3[ A4DE DE 7968 EA F9 '[fi�tC9PlSRai6E4d%C%YtEY dLY::d muo C#£?ni8 �lM_W pa tfl., t3L 44=j" tht daMs "t.aamn toga VW1 actAsnteati:eict�a ftW4aPVVW ftdawesslt V440tm 4SZM OJX;t �9 talked a d 04 tuWlavYncniYs?iCScaiaVAaha wIi" or. MIFO UWU (SvhL B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 270 /- !- /188 f79 /151 C 128 /- /- /104 /21 /- B 174 /- !- /95 /135 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 910, Ile. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to BOA-Z for standard plate positions. a division of TPI 1; orfor h acceptance any structure lis drawing,any failure to build the on this drawing or cover page re design shown. The suitability mrey om111nenrs, uc A J SEQN: 706232 / T29 / EJAC Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 3 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: EJ3 .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 12 6.� th O '0 2X4(A1) B N A D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' 3' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - HORZ(TL): 0.003 D - - Code / Mise Criteria Creep Factor: 2.0 ' Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE No 047182. 40415B 5828.5D3D 9C 3C A9DE DE796B-EO F9. rras�r�naasxsmsse ccrtsamse t�+��:aemmtmseb p[fa. GC Y4n=j4A Pk!dY'�C@bNA rtC.3.ja SMA+1 a Ah.wat mc"r aa3:9447 ,ms#wntlaUc+°it aes ati 9iti Rq4oampk c Vq _ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 193 A /- 1162 776 /86 D 51 /- /- /41 A 64 A A /30 /51 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vt qire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) arse fety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, e. Apply Agates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {defer to 60A-Z for standard plate positions. a division of rrr 1,ortorr acceptance any structure its drawing,any failure to build the on this drawing or cover page_ ie design shown. The suitability anc1., orttporrenrs, uc SEQN: 668154 / T38 / JACK Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 4 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJ5 .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 12 6 rn o iV ch B 2X4(A1) A D SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.007 D - HORZ(TL): 0.008 D - Creep Factor: 2.0 Max TC CSI: 0.309 Max BC CSI: 0.182 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 o 041182 A *011 "1;:r. STATE OF 40015E 5828 5D3D 9C 3C MDE DE 796E E0 F9 rasseM_btdxass — Dyrx -um M n VL. tic. 947mi. at elvih�atmws vwl a;�saska�nwis. m sdttp sai tix traan9tttnil:Ltct.Vdwd MW ani i3'¢ fYYia �MaNatlCn<Gi9 e!�tdt 4stKiG$ a. rajeictlhV3c 4�#RS ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 263 A A /208 /96 /129 D 90 A /- 170 /13 /- C 119 /- /- 162 /93 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate, Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, byy TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oTherwise,top chord shall have property attached structural sheathingand bottom chord shall have a pro any ggid cei!ingg Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or 810, rle, Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of rFPI 1, or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page Le design shown. The suitability rnrcy onq:onenrs,uc SEQN: 666153 / T23 / JACK Ply: 1 Job Number: 36CS0067A FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 19.6 Ibs Truss Label: CJ5A / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0,00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10,00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 12 6 m O_ LV � 2X4(A1) B in A D I— 2'4" Windt. Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 D - HORZ(TL): 0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.544 Max BC CSI: 0.171 Max Web CSI: 0.000 Mfg Specked Camber: VIEW Ver. 17.02.02.1208.15 4001SB 5828 SD3DW 3C A4DE DE 7963 ED F9 r�"ea "esrsmr a+acuotaaa;*�gnasarx sz�eat+��+etzwiRaa (wi IFR.. LK.OttllS}�f tPxII sakaSt 7m+a4cmasbs�z s+bUl nzkimtaxztanta.a vY��?a3czuism cl tKs sosuxsasu �^a xmst aav�siffxaC a:�+z,l snd .ma am s'.d l:'f akA�l cta'7a As�Gtaa 6Ytlf�d GY My47attlfila?C ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 373 /- A /330 1162 /158 D 85 /- A /77 /13 A C 103 A A /42 /82 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate, Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 46 -115 Maximum Bat 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 Ire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anc3 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro any C�id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or 810, 'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, refer to 60A-Z for standard plate positions. a division of nce witn ANbil i rrl 1, or for nanoling . ing indicates acceptance -of rote, 3 drawing for any structure is the re see this job's general notes page and these web failure to build the g or cover page,. rn. The suttabdrty an�e omporrents, uc more I SEQN: 668155 / T28 / JACK Ply: 1 Job Number: 36CS0067A I FROM: AH Qty: 1 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 15.4 lbs Truss Label: CJSB .. / ... 10/11/2019 T 2X4(A' SEAT PLATE REQ. 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 01 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 5' '41 Snow Criteria (Pg,Pf in PSF) DetUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.008 C - - HORZ(TL): 0.010 C - - Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.319 TPI Sid: 2014 Max BC CSI: 0.187 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No w ,V1 STATE Of Af 40013B 5829 5D 3D 9C 3C WE DE 796E EDF9 trex�zamrraimacharmxu�xcasgaasaaaara mP ss�euat eannee, M,t' fllaiiAtirsda 6x3A Di91.11i5LQi0f C9lfaid4CrzSs>;tSSdfV aa1tlV'sY"a�.dOC t�t4ffi�1C; SlV� -M 114 SF lx4hfaatnvm4ofa mat$8WAAi Gw crapeegtwoz 4 in, B ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 195 A A /135 /56 /107 C 91 , A A 174 /15 /- B 123 /- A /67 196 A Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 55 -122 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properiy ,iid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, 137 or t 10, le. APDIY plates to each face of truss and position as shown above and on the JoinCDetails. unless noted otherwise. defer to a division of ITW Building�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. rrney oarpor7enrs. ur SEQN: 668157 / T25 / JACK I Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 5 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ3 .. / ... 10/11/2019 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' 3, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 D - - HORZ(TL): 0.003 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 TPI Std: 2014 Max BC CSI: 0.072 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 STATE q .40D15858295DSD 9C X WE DE 7965 E0 F9 re^aaunrexasmzcetumsaex^aY*+6 s!•_ta dcyM_Mmm ..k Pt(M.LPL 047wiy of LAa%rta94if w.i'sRa fowl aatB�cTiv+ariatK43a VYGC,3dtzr,+Yc of l;fi544tNSCfd�IIiYvttGafifa'IId 4�3C�*Vw) tIIlh�9 9t3 ih S?Wl laihlRSXitltlltCtII tit tCfira`5S Cs 9R�'trttBffAE.' CdA�'3. T AMaximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 193 A A /162 176 186 D 51 /- /- /41 /6 /- C 64 /- A /30 /51 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Red = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bat 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 vqice extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a properyy gid ceiling Locations shown for permanent lateral restraint of webs shall have bracintq installed per BCSI sections B3, B7 or 810, r e. Apply gates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for s�andard plate positions. a division of TPI 1; orfor h acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rnray 11 ponenM Uc Ply: I FROM: AH 330 / T21 / JACK I Qtyt 115.4 Ibs 4EAB Aria "D LL OL //DR Horton MEAB Aria "D" LL OL ,DR Horton I DRW:/ 10/11/2019 Truss Lab C 6 O =3X4(A1) B � �3 J— A D fV 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bat chord Zx4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. .2'4n 3' Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 324 /- /- 1309 /157 /115 Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.009 D - D 44 /- /- /57 /25 /- HORZ(TL): 0.009 D - - Creep Factor: 2.0 C 34 /- /- /32 /30 /- Wind reactions based on MWFRS Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.938 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.231 D Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 15 -83 4DD15B 582.5D3D9C 3C A4DE DE 796BED F9 rra �m nai mmsn ¢xttucs�exr{ a+{•nem asa saaua �q must xausmera, Pi VL W_#471a1j" ft eawfbnvi b 9W g. SNWl �kt',ad' CWEOimft�i$kadRfi3x40'dFttlbECdt9i?..M"tiS'&16��i&16O MMlhO S: A.1 6�6 ilSLL16a wf�L{'tlP� M x1aYc30tttC1�&: �s91a9. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS f require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, byv TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrryy rrrrty Ser BCSI. Unless noted oihelwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, am 111enr,. uc cable. Apply plate. to each face of truss and position as shown above and on the JoinC Details, unless noted otherwise. 12efer to 1 Is 160A-Z for standard plate positians . a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, , this drawing indicates acceptance of professionak engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. infomation see this inh's general nntes nano and these w h sites- AI_PINF www_alnineitar_— TPL a ininstnm- SACA- ­hnind—tw — ICC• umiw_ir fe.nm SEQN: 668159 / T32 / JACK Ply: 1 Job Number. 36CS0067A FROM: AH Qty: 6 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ1 / ... 10/1112019 T W 12. 6 � C 2X4(A1) B SEAT PLATE REQ. -F Tco o In M 1' Loading Criteria (psf) Wind Crteria Snow Criteria (Pg,Pf in P6F7 DefUCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000.1) - Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.000 D - - CodeI Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.015 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C * A.STATE-. 4001SB58295D3D 9C3CA4DEDE 796E EG F9 [assstrametsaamsmt eraauotiexz7z�r}ma are siawna/wr �aawt¢:rz, atia. Ut 114111wita tat Owl av rmA4 . FeAtrdookid tttsCw=.Mxaakd UA M. lei aud.4nt4adm ad. —At. wVcII m. anyedataesiz minks. ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 150 A A /145 !77 /42 D 11 /-1 A /18 /10 !- C - /-14 A /25 128 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a'rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bat 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 Ira extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ;id ceiIin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, Ile. Apply plates to each fare oftrussand position as shown above and on the Joint Details, unless noted otherwise. i2efer to BOA-Z for standard plate positions. a division of 'TPI 1; or for h acceptance. any structure failure to build the g or cover page in. The suitability nnBl• omponenm u a SEQN: 706234 / T27 / JACK Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 4 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL ,DR Horton DRW: Wgt: 11.2lbs Truss Label: CJ1A / ... 10/11/2019 4"3 1 0 12 6 [_�- C 2X4(A1) B SEAT PLATE REQ. i i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - Des EXP: C Kzt: NA HORZ TL 0.000 D ( ) Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Sa'tit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.015 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specked Camber: GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Sot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. No 0471,02, r 40015B 5828009C K A4 DE DE796B EO F9 nasn¢m ews z�¢er+¢mzu¢re¢.�,r a�;n¢�x a¢a m¢a�n myaaz¢wxi mmme4, FrVL W. 0471=je at&VAc"armaaa nv,a%Mki M"VgKaiMd vd€ ,�Cecgta4nE t��cawe4mt �"aa3at4ti�id?i �t,42ar3 ctakQ 1sRd 3h� 5Nt 2 m�&fiNY+'E23�ad� eaxs3E4 sat1?xa3o8� 7kp'ai�lram+2 c¢yka. M 1 ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 150 /- A /145 777 /42 D 11 /-1 /- /18 /10 /- C - /-14 A /25 /28 /- Wnd reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building y Component Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary 1// m1es bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached d id'ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to rs. uc drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SEQN: 706242 / T41 / HIP_ Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 3 4EAB Aria "D" LL OL /DR Horton 14EA8 Aria "D" LL OL ,DR Horton DRW: Wgt: 42.0 Ibs Truss Label: HJ7 ... / ... 10/11/2019 SEAT PLATE REQ. 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 Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 242 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 180 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 6'3" 6'3" 9'10"1 37" D 6'1"4 3'4"1 "1 6'1"4 9'5"5 '1 "1 Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.028 G 999 180 B 332 A /- /- /210 A Snow Duration: NA HORZ(LL): 0.004 F - - E 3B8 A /0 /- /17B /0 HORZ(TL): 0.008 F - - D 30 /- /- /- /15 /- Cade / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.243 B Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.327 E Brg Width = 1.5 Min Req = - Rep Fac: Varies by Ld Case Max Web CSI: 0.258 D Brg Width = 1.5 Min Req = - FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B is a rigid surface. Bearing B requires a seat plate. Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 56 -73 B - C 335 - 655 o 08�2 U 400150562551)MC K WE DE7950-ED F9 mai¢rme�cafas e�atuaed€.sayxearaamn�asgrauuairna tense$, PE g4�. tA:. tlA775�i t6a �ixee €Rmwn af+aaq cz�sg s s3iW i A{dCtaSK3l�litl24k M. "W own of sacad and Mkd aeai Bfm W.i Sm�thmsb2llwfcoSam=vd@t4datM$asaapcOCRYmr� cs9fsa, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 609 -294 F-E 0 0 G - F 596 -292 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 287 -49 C - F 350 -715 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, b TPI anc7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e, App!i plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ,iri 1,ortorn acceptance any structure failure to build the g or cover page in. The suitability aney rnnpbnenrs. oZ SEQN: 706263 / T12 / HIP_ Ply: 1 Job Number: 36CS0067A FROM: JAH Qty: 2 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D". OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: HJ3 / ... 10/11/2019 C .17 SEAT PLATE REQ. T r6rr� 2 4'0"6 410116 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 83 A A A /45 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - D 26 /- /- /8/- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.001 D - - C 59 /- /- /- /45 /- NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf p Bldg Code: FBC 2017 RES Maz TC CSI: 0.083 B Brg Width = 8.8 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 : TPI Std2014 Max BC CSI: 0.044 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - S Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 10 -7 B - C 20 -15 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Hipjack supports 2-10-4 setback jacks with no webs. B - D 0 0 Wind Wind loads and reactions based on MWFRS. 40M5B 5828 5D3D 9C 3C A4DE DE'796B ED F9 iNMftx1 ttiY45Ln QA LSD7K<SS'�q�§.4Q $T1:I YY'Li' Lt 6i�9a'WAiMYYYt42i M {<i, t&. ¢i7F83jCN 4&e�°i+C6lisysnaBTYf l.�ga SNR+i QCVA PNiu4ccptasc£ tiYsda4 emtarmaxctcca�sk5aaa G�x4 and inabd and tfn$A-3m.2k<MYaxaY<aaa rswsM cmW�i maay<iaumr�s rs�ks. **WARNING " READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling sh!pping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrncy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om anenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely forthe design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTP1 1 Sec.2. a0112 9NI9ddS dSd 09 'Ql '1D1 i,VTO/01 31VC[ SI09TaV9-01-L30SH 336 •try}ap S141 Aq passaippo ;ou suot}Ipuoo ro; rau8lsaa Bulpllna aµ} o} jeod •sa}old laaµ put •an1lds !„oad ro3 u8lsap ssnvT, uowwoD o} radaa + sazlS a4Dld 1Dot}uah algog •y}Bual ragwaw qam 3o Zoe do unululu a aq "nu @up�ovq ,-I, •s$uoz uaadT.aq •on 9 :puo sauoz Pue ,81. ul, 'va It }o's➢ou aoads ,saDv4q ,-1, 2) 40-MW 'sauoz uaarw}aq •o•o ,b puo sauoz. ,pua ,81 ui. -b•o ;Z ;o spou azods ,azwq ,-I; (t) iod: )K 'spou (Ulu ,o'Ex,eal•o): POT 441a sazoaq ,*i, yao}}y :•6uo4r8no pooadid ,at ro '6uay,�ano ;o ,1 y;t.a. svaitool}no o b uor; pool s}roddns pwa atgvD •(PDO-1 Pu3D 31 isd S) Buiraaq snontq}uoD .iano ild SL ro,1 suol}oauuoo }igdn aplRord '02/1 51 uolJa}la� uol}7al;ap pooI pulM Isa:ToN libnall ssn.4l algo jo �JL 4X4 ,9 Al uoµ; va}oa.aD uoy} ssal inq va}oarD . 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It ,tr, i# ,0 ,47 .0 :4i =L ,ES ,8 .BT ,OI ,OI .S .DT ,8 18 =I ,8 =S ,9 .? ,9 :z ,b PuDPuL1.S 0 � .0 ;41 :D' ;4t .0 ;bi ,6 ,ET .OI ,Ot =S .Ol A :6 ,8 13 ,G :1 It =z :4 pniS A 1 n � .0 .4i A .71 .0 ,bt: ,6 .Et AT ,OT :S 101 ;[ ,6 ,6 ,8 :6 ,L .i ,L .a ,b E# � ,0 .41 :0 .4't =D ,4,T Al ,El: ,0 Al it ,DI ,E ,6 .01 ,B .6 ,L .9 It IS It, Z# ! t# n .0 ,4T .S ,£T ;4 ,Ot ,8 16 ,iT ,B .b ,8 .L 9. ,Z 19. .. ,tT ,t± It ,4 ,4 ;E p.aopuo;S .0 :bl :0 ,4T ,8 ,it ,tt At it ,6 dZ .6 .S It .TT ,9. it ,S .£ ,S ;6 ,E pnkS I _-j Q .0 All 10 ,4T =8 ,lt AT, AI It ,6 =Z 16 ,L :IT 19 =L ,S .£ ,S =6 ,E $# J -Q 10 All A;bT ,8 ,ZI ,Z .6 ,Zt It ,£ ,6 -,l ,6 6 ,.�L .Ol :9 It 19 .Ot ,E O Z# S ,0 All .0 All ,6 ,ZY ,4. ,ZI ,8 .6: Al .6 ,Z .8 .OI It dT .9 ,.S ,9 .0 ,tr .0 .trl .0 All .T ITT ,4 AI 19 .6 =TT 16 ,l ,L It 19 =E ,S =Ti ,4 . ,8 .£ PyDPuo4S �,.J O ,0 All :0 All .9 ,zt ,0 ;ZT ,9 ;6 :1 ,6 ,II .L ,8 ,L ,T ,9 6 ,S ;8 ,£ Pn}S' �� t 10 411 =0 .4I .9.,Zt 10 ,Zl . ' ,9 :6 ,i ,6 _ ..TT .G 18 ,G .2 ,9 :6 is ,8 ,E E# � d S - ,0 All A ,trT .8 121 .2 ,Z .L ,fi ,E ,6 ,1 .8 .6 ,L' .Ot 19 It >9 Al g dnoag y dnoag g dno,ag y dnoag g dno,a!) y dnoag g .dnoag d dnoag ,H dro.ag a dnoag saw.,ig apn.jg sahadS Buhod S _ ON. 1D�I4•Iaj� algD9, ■ wo.l8 ,'1, 9X2 (Z> x-avn;aH .�, 9XZ (i).r>A aoo.IH,.I: 4xZ CZ> aK�aoo.IH','I. 6xZ (1> R a:)'o;aH ,'i. 4xt (i) a7o..lg trXd 00'1 = }zN 'Q aansodx3 'pasohu3 npvl}.and ''}yolaH uoak ,ST •paaa$ PUIM you OZT wQ 001 = }zN 'Q aansodx3 Ipasopu3 •}tjBjaH uoap ,SV,'paadS PUIM ydu 64T W0 007 = }z)i ':) aansodx3 'pasolo63 AliDl;.aod '}NBiaN uoaW ;ST 'PaadS PUIM ydW Otrl +j0 00't _ 4.z j{ '3 aansodx3 'pasopu3 '---L1:6PH unaW ,Sj 'paadS puiM L{dw 09T 101-L 33:Sd 11'oD-aQ J-'uawa:D�ioJuia�j .pn-I-S alq'og 00'1 = }zN 'Q aansodx3 'pasohu3 npvl}.and ''}yolaH uoak ,ST •paaa$ PUIM you OZT wQ 001 = }zN 'Q aansodx3 Ipasopu3 •}tjBjaH uoap ,SV,'paadS PUIM ydu 64T W0 007 = }z)i ':) aansodx3 'pasolo63 AliDl;.aod '}NBiaN uoaW ;ST 'PaadS PUIM ydW Otrl +j0 00't _ 4.z j{ '3 aansodx3 'pasopu3 '---L1:6PH unaW ,Sj 'paadS puiM L{dw 09T 101-L 33:Sd 11'oD-aQ J-'uawa:D�ioJuia�j .pn-I-S alq'og Gable Stud Reinforcement Detail ASCE 7-10.1 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOD Or, 140 mph Wind Speed, 30' Mean. Height, Enclosed, Exposure D, Kzt = 1,00 Ort 12d mch Wind Sneed. 30' Mean Helaht, Partially Enclosed, Exoosure D, Kzt = 1.00 S .2x4 ., BraCe Gable Vertical ,pacing Species Grade' No Braces <13.,lx4 'L' Brace. ■ (1) 2x4 'L' Brace x (2) 2x4,'L;' Brace No (1)2x6 'L' .Brace wl (2) 2x6 'V Brace r Group A 'Group B Gr,oup A Group B Group A Group B Group A Group B Group A Group B p #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S f F 03 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' _ . B' 8' 9' 1' It' 3' 11' 11'. 13' 7' 14' 0' rn U N Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' I1' 11' 13' 7' 14' 0' Q Sta#"1 3' 0' 6' 4' 6' 7' 7'N6'7' 9' 8' It' 9' 3' 1' 9' 12' 2' 13' 11' 14' 0' _j S P #2 3' 81. 6' 1' 6' 6' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' .13, 9' 14' 0' #3 3'7' 4' 19' 5' .2' 6' 11' 8'9'9'' 1' to, I' to, 10' 13' 8' 14' 0'DF L Stud 3' 7' 4' to' 5' 2' 6' 11' S' 9' 9'1' 10, 1' 10, 10, 13, 8' 14, 0Standard 3' 3' 4' 3` 4` 7' 6' 1' T 9'. 8' 3' 8' 11' 9' T 12' 2' 13' 0' #1 / #2 4' 2' 7'' 2' '7' S' 8' 9' 10, 1' '10, 6'"13, 3' 13, 9' 14' 0' 14' 0' SPF #3 4' 0' 6' 7' 7' 5' B' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' <J F Stud 4" 0' 6' T_ . 7' 0'„ 8' 4' 8' 8' 9' 11" , 10' 4' 13' 1' 13' T 14' 0' 14' 01' 0J 0 H f Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' it' t0" 4' "' 11' 10' 12' 8", 14' 0" 14'_0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' it, to, ;? W 7' 13' S' 43' 1t, 14' 0'' 14' 0' #2 4' 2' 7" 2' 7' 5' 8' 5' 8' 9' 10, 11, 10, 6' 13' 3' 13' 9' 44' 0' 14' 0' 03 4' 1' 51'11' 6' 4' 7' 11' 8' 5' YO' 0' IO' S' ' 12, 5' 13, 3' .14 0' 14' 0' D F L Stud 4' 'V 5' 11'. 6' .4' 7' iP e' 5' 10' 0' 10' 5' 1 12' 5' 13' 3' 14 O' 14' 0' Standard 4' 0' S' 3' � 5' 7' 7' .0' 7' .6' 9' 5' to, 2' IS' 0' 11' 9' 14' 0' 14' 0' �• #1 / #2 4'' B' 7' 11' 8' 2' 9' 4' 9' e' le' 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' 11'.5' 14' 0' 14' 0' 14' 0' 14' 0' U 1-I Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10` 11' 11' 5' 14' 0' 14, 0' 114' 0' 14' 0' 0 P Standard 4' 5' 6' 61. 6' 11' 8 8' _. 9' 3' _ '10' 11' It'- 5' 13' 7' 14' 0' - 14' 0' 14. 0' X #1 4' 10' 8' 0' 8' 3' 9 5' 9' 9' 11` 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S #2 4' B' 7' 11' 8'.2' 9'' 4' 9' 8' it, 1' 11' 6' 14' 0' 14" 0' 14' 0' 14' 0' #3 4' 6' 6' 40' 7' 3' 9' 1' 9' 7' It? 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' . -t D F L Stud 4' 6' 6' 10' T 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard . 4' 5' 6' r 6' 5' 8' If 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and, Grades, Group AI S ruce-Plne-Fir Hen -Fir at / #2 IStandard #2 Stud #3 Stud #3 JStandard Dou las Flr-Larch Southern Pinewww #3 #3 Stud. Stud Standard Standard Group B, Hen -Fir & Btr #1 .Dou-tas Flr-Larch Southern Pinesm #2 #2 iz4 Braces shall be 'SRB (Stress -Rated Board). awfor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group'H values may be used with these rades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load), Gable end supports. load. from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. SymC. About L' Attach ' braces with 10d (0.12810.0' min) malts. ' .... - 31E for <i) brace, space Calls e` "able. Truss zones. n In 18' andtl . Tones and 4' a.c, between zones. n 2 ,zones eand 3betweenzones. Diagonal brace option- T' In18.end 6' os.n vertical length may be doubted when diagonal 18' 'V bracingg must be n.mininum of 80% of web brace Is used. Connect L member length.. diagonal. brace .for 6900 'L' Gable Vertical Plate Sizes at each end. Max web l Br ce total length Is 14'i IIE 3iE Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2X4 better. :diagonal Greater than 4' 0',. but 4X4 Vertical length .shown brace, single 8 less than i2' 0• In toble.above. 45' ' or double cut (as shown) at I L I 1. +Refer to common truss design for I upper, and. peak, splice,: and heel plates. ontinuous Bearing Refer to the 8uliding Designer for conditions Connect diagonal at i 1 titllllli.r �N(U, not addressed�by this detall. midpoint, of vertical web: Refer to chart above for max gnwlp r length, -WARMG" STEAD AHD FOLLDV ALL NOTES UN TIDE OKAYING w-VCKRTAHT1u FURNISH ntGS-DRAVMG' TU ALL CONTRACTORS UfCLUDSNG THE'DISTXJ_MS. ,���� �ii� � p� `aT. REF ASCE7-10-GAH1603b- DATE l0/01/14 Trusses require extee- care In fabricating, hmdUng, Chipping, rMSWUng'and brac4Tg• Refer to and fgUov theInfect ¢dtaon of SCSI <&)ading .component' Safety tnformntlan,. by TP.I and SBCA) far safety `� Q„ � ey � Y1� J ` \' _ .; practicvd prior, to performing these' functions. Instollerc sMtl provide temporary br^n[ing per BCSL llntess noted otherwise, top chord shot( have properly attached str,ttt,iral shenYning and bottom chord shalt ha ve Properly IlLed per KSI cecVo Locations shorn For porn ne t lateral trestrainttof ebs shall have brodng installed per BCSI eections H3, 87 or as Appiy to each face ppp,,,/// - t ///'444"" DRWG. A16030ENC101014 d O DBIG,et upkessbn melmg. of truss and sitbn as shorn above and on the Joint Detals, uuess n tea othentse. Refer to drawings 160A-Z for standard. plate positions.. - ,- AN mcomPANY Alpine dtvislon of ITV Bulding Components Group Sae shatl not be responsible fo ry d vlatlon from tMs drowa0, any'fa&ure to bWd the truss n—Fornanee with ANSI ,714, or for hanKa` hti• shppng, n f�'�.E v, F % .p (� J�" ; MAX, TOT, LD, 60 PSF Mstallatlon 6 brncIr g of trusses. A. seat on this drawing or cover page UsUm the drnw►+g, WL-tes acceptance of professional for the design slam. sWtmMty 'and use of this drs"V Fl 13389 Lole.1 ni 0!ive er eer4g responsmRity solely, .The for nI strueiure is, the responsa,9lty'oF the @Sd4p Doslgner per A14SLITPI 1 Sec2. i 'EaMC,A063045 For more Mfortatlon see, this Jobs general notes page and these web sites,, ALPINE, wwealpinaitw.com, TPD.www.tp6+st.arg, SBCIU wwrsbcV,dustry.org) ICC, wrvScccofe.org.. �nf 9.�, ll�l'"� MAX, SPACING 24,0 IT Relnfol Memk Gn Tr Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace Is 90% of , member length. Gable vertical length greater than 48' 'L' 3r 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, t'+JRefer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 2XB U No or, ,( s bracee required \ + In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nallss 10d Common (0.148'x 31,min) Nails at 4' o,c, plus (4) nails In the top and bottom chords, Toenalled Nallss 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11D15051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. •T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 241o.c. SP #3 'T' Reinforcing Member Size = 2x4 •T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 Y. 2x6 20 A G / \ /7 �r—�� ^ II I� /�,//j�l II LJ�J lutes\vl I I ILA. L L AN rrw COMPANY 13389 Lakefmnt Ddie Earth C4, MO 63045 wVARN&UM READ AND FMLOV ALL NOTES ON THM DRA1fDIGl 11DIP TANTo FIRIIISH THIS DRAVDri TO ALL COlTRACTOtS DCL.UDD� THE DISTALLERS. Trusses require extreme care h fabricating, follow the latest edition of BCSI ow handling, Safety shipping, lnstnlDnp end baoctla. Refer to eM ldlnO component Safety Infornntbn, by TPI ontl SDCA) For safety prncticss prior to prrfor.Nnp these functions. Lnstnllwrs slnll ProvldL temporary �brnctnp per BCSL Unless noted otherwise, top chord shall have property attached etructwat shwtFenp arm bottom chard shall have a properly attached rigid cellera. Locations dam for permanent lateral restraint of webs n Apply patesrwIse. -to each fats shell have and Imsion as d per above J or Det as unless sections the position poFaltlo^lit DetaLs, unless meted otherwise. Refs to drowaips�tl�6➢A 2 for �tnlord and a�sr,a� �upp any npfron ohaling, deviation thispd'awing. a lynfai a to bulld the truss In Gcc orn nce with ANSI/TPI responsible Installation L bracing of trusses. A seal an this drawing or cover Pape Ustina this drawbo Indicates acceptance of professional aripineeM�o rewrcmhev eolsty far t!r df shown. Pwr Atsvr I I f this drawing Par is respoml LHy of For more Information gee this •Jobe grmeral notes pogo and these web spec. ALPIND www.alpineltw.coml TPIr mt In.%;w SBCIu msbc oral Icc. wwJccsafe.orp ��YSxnHly ,_ r4ti� gp`r, ; r an e471e2 •T+ -`;k,. .. E_ - ^mil ^p: STATE morvaae�nnw»�ussra .. W. --" ... �`•�• a.y .- .. . MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24,0' W4X4, Min, W1;5X3 Typ, 2x4 Chords W3X4, Min, Hip Frame, 'R' Hip frame stops, at ptumb cut of jacks to maintain pitch continuity. Hip Frame Details BHip Frame . 24°-- Common .. _ Trusses Typ Stepped Hip \\ System Trusses 2x4 Purlins Setback n c 1 Hip Pitched and Sheathed Chord Area Hip Frame.w B Bottom Chord. W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5 nails. Lhlp rd of hip frame to be attached to .6 0,131N8.5' nails @ 6' o.c, maximum spacing. Hip Frame Section. B=B Hip frame lumber is. SPF, So, Pine, HF; or DFL. Standard, Stud grade, or better. See Engineer's sealed design for setback,. lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip purlirs must be intact and properly attached. �- — Setback --'--System Trusses Use this detail fort Hip Frame - provided by truss manufacturer, ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip frame is designed to provide bracing for flat top ASCE. 7-10; 160 mph; 30 Me.an Hgt; .Partially Enclosed, Exp D, or 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, Structur anels must be property attached directly Residentiat, Wind TC DL=4;2 psf, Ktt"=1,00 To hiR!l1 ���1�; lip %Ons, .:vARNnVGP. WO MD FD=W ALL NGiES ON TBts BRAVM C A REF HIP FRAME MIKKIRTANT....FURNISH THIS BRAVMG TQ 1U:.1. CLHTRACTIM INCLUBDiG THE RiSt'ALLERS. 4� @` �Cj L:IVS 1 ''iV _ Trusses-req,re ertrene —re in P.b,k un9, handUnO;.shlpp4g, I—Wil� nntl brpclnB• Refer to.and �� - DATE 10/01�14 follor. She' Infest edit(m oP BCSI ll"fl!nB Con In' Snfety tnforwtlon; by It and S J for safety IAT G , practices prior to per fo Lfta these iunctlons, Installers sMU provitlo tenpor hr per BCSI. _ �, unless noted otherwise, top chord shall have property attcched structural shen'htne a� bdtton hard = �fi: = DRWG HIPFR1801014 �.� shall have n properly ntmchad HOW cellkip. Lacatm,s sineit for Pernanent tot eral restraint of yetis _ _ L�IJ of t hove .d p slt inst4. s per BCSI sections the B7 ar Det as npptISS no Applyy" "Ise, to aocti Fnce a of truss and ppoo-16O as shorn above and to She ll , Detolls, unless noted otherrise. pi=Refer tdroreps 260A-2 for standard plate posllbns. r• � Alpine, a division of ITV BWldl , C-ponents Group Inc shall not be responstole for any davintba fr- A- API gTW00MPANY Ws dra !ng any fa6ure to build the trwa in Conforn = filth ANSI/TPI 1, or for h-t4h0, shippinp, Installotlon 6, bracing of trusses. A seat err this draring or cover page UsttrlB this drartlg, 4idwtes ncceplonce of proPesslorala for�uny �str a ISUty sdely for the design s��9 The Iner peryAtin mi 1 f this , draelma the respolmGrUlty of the 193091ake(ronl Drive For�nare infdrnation see this b's general notes a and <hese reb sites.- Ea th City, M063915 pppg Ng1g812111T1 Alp]tiC� rrralpinelir.coni'TPlr rn.tptrstargi SBCN rrr.dbelndustry.or81 ICp wtieJeesnftrorg Valley Detail - ASCE 7-10'i 160 mph, 30' Mean. Height, Enclosed, Exp, C, Kzt=l,0.0 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on englnee,Ws. sealed design, for vertical Bbt Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 8Q% length of Webs 2x4 SP #3, SPF 41/#2; DE-L #2 or better, web, same species and grade or better, attached with lOd box <0328' x 3.0') nails at Ge' o.c. In lieu of 'T' reinforcement, 2x4 Continuous )KW Attach each valley to every supporting truss wltht Lateral Restraint applied at mid -length of web is. permitted wlth diagonal <2) '16d b <0135` x 3 5e o') Il t - it d f r bracing as shown In DRWG BRCLBANC1014, ox na s onae ASCE 7-10 160 mph. 30' Mean Height, Enclosed, Building, Exp. C, 'Wind TC DL=5 psf,. Kzt = 1.00, ❑r- ASCE 7-10 140 mph, 30' Mean Height, Enclosed` Building, Exp, D, Wind. TC ;DL=5 psf, Kz_t = 1.00 - Bottom chord may be square or pitched' cut as shown, Valleys short enough to be cut, as solid triangular members from a sirngle 2x6, or larger as required,. shall be permitted in Lieu of fabricating from separate 2.x4 members. All plates shown_ are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 �- - 8-0-0 max 4X4 Top chord of truss beneath valley set must be braced with) properly attached, rated sheathing applied prior to valley truss Installation. Or Pur(lris 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. )Kxw Note that the put -Lin spacing for bracing the top chord of the truss beneath the valley is measured. along the slope of the top chore;. ++ Larger spans may be built as long as the vertical height does not exceed 1,4'-6', Pitched 'Cut Bottom Chord Valley 20-0-0 (++) _I' Supporting trusses at 24' o.c. maximum spacing. Valle Spacing WTAt18R& 4X4, 2X4 e Cut Stubbed Valley Optional. 'Hip m' Chord End Detail Joint Detail �7 ��7� fi� shntt hnve W posJ Instel slicer above seetbns the J or Bea; U, 'n a.z ra. Apply Plates. to each face i' y' I� t(Jl��vll of ruto ord In r. 16a os kw —dor and on the ;7otrrt IIaLnas, vtssc noted otharNw. Refer- to Brae gs l6nA-Z for standvd plate Positions• Alpine di ttla. of IIV Bopdhe -Conoa Mr-ts Gr—o, Inc. shop not be responsible For' any devlotion fron � . AP1 fIWOOMPMJY this draehp,*a y FaBwe to Wid the truss h—Pornnnce eith ANSI1 I I -or for handtlnp. sWPphg, hstal�atbn 6 bra hg of br ssea �, A sent on this d,.W,* ar. cft.pamoven page Usting this dra ft, htIcates acceptdnce of profasstorml fear �oxry/r�st theVyrosPat`M`W Y of 111W smtbng DesipnerWPier ANSo7/M 1 S--P- ''; f�' �'; 13388LApeRonl D've ! for More Infernation see tMs Job's general notes ppoupe antl tFiase web sites; !r , EaM City. PA089048 ALPINE,.eee.alpirneltv,eoni. TPB �rirtpinstargl SBCAt. eee.slatlMustry.orgi 1CO V"JCCsafe,arB... _—_�� �i�'f ?.3 ,'Jfl3!!3'i ()ilii':i fxh� T Partial. Framing Plan TC LL 30 30 40PSF REF VALLEY DETi f, TC DL 20 157PSF DATE 10/01/2014. `y 'H DL 10 10 10.PSF DRWG VAL160101014 tt y BG ;LL 0 0 0 PSF TA..T, LD. 60 55 57PSF PURIFAC.1.25<1.33 11,1511.1- SPACING 24.0' Piggyback .Detail -- ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160. mph. Wind, 30.00 Qt Mean Mgt, ASCE 7-10, Enclosed Bidg located anywhere In roof, Exp C, Wind ➢L=. 5,0sf Cmin), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= S.0 psf (min), Kzt=1.0. Notet Top chords of trusses supporting piggyback cap. trusses must be adequately braced by sheathing or purtins. The bullding Engineer of Record shall provide ,diagonal bracing or any other .suitable anchorage to permanently restrain purlins, and laterat. bracing for out of plane loads over. gable ends. Maximum truss spacing Is 24' o.c. -detail, is not, applicable if cap supports additional, toads such as cupola, steeple, chimney or drag strut loads. xx Defer to Enalneer's seated truss design drawinofor oioovback and base truss soecificatlons. Detai A i Purlin Spacing = 24' o,c, or less 12 Up to 12 L —Top. Chard: Scab (Typ(cat Each End) Flat top chord purlins required at both - ends .and at 24' max o.c. spacing In between, Detail D , Purlin Spacing > 24' o-.c, Piggyback cap truss slantnailed to all top chord purlln bracing with (2) 16d box nails (0,1351x3.5') and secure top chord with 2x4 k3 grade scab (I side only at each end) attached with 2 rows of 10d box nalls <0128'x3'> at 4' o.c. 12 Attach purUn bracing to the flat top chord using .a minimum of (2) 16d box nalls (0.135'x3.51). Up to 12 V I I I I \\ To Chord Scab CT lcal Each ;End) Full P YP Chord Depth Notes If purlins or sheathing :or truss, purlins must be ins 6LA0 AN_ITW MMPANY 133119:Lakelrool D68 Ea!Ih City, Mo 63045 • 4' 1 1 z4' O.C. Max Flat top chord . pUrtins required at both ends, purlln spacing > 24' o.c. not specified on the flat top of the base ,lied at 24' o.c, max, and use "Detail A. tj�p�FJtlhJj FbLLDV Ail WTES IX THIS DRAVM c M ALL CONTRACTORS DiCLUEM THE INSTALLERS 9, handUhg,.shippinp,, InstalUng and tireckip, Refer to anti po Wii,eat Safety , at1.% 6y TPI and SBCA) for safety s. Installe r Sian .provide tempo- ry br crop per EML V� pr Pe ly ttached structural n hea ling —d b ttan d- Lerntoor>v sham for pen,µnent In�eral restraint oaf a efx ,f ITV &,riding CanPa ft GrpUp Imp shaU,not Ua responsl6te far wyy deWatlon f Aure to buttd the truss In c-Fa--o with ANSUTPI 1, or for hwXmg, shipphg; 9 of Trusses. awk,g or cover page Ustk,g tHs dr lvK, b,dlcates ac eptance oP professbnol bRlt solely for the deslgn�shw The sLdtabOty, and use. of Oft "wing Is the respansmlUty of thu 'B.Kv9,a Deslgner per ANSVTPI 1 See2. ore [Iren,aHon see this Job's gee-1 notespage and these web sites, '.alpknettw.ca+i IF], www.tpinstorg7 SSCA, wwsbCMdusteyargt IM weelccsaFe:org IFiIk 0Ffiy Piggyback cap truss slant malted to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab U side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purtin bracing to the fiat top chord using (2) 16d box malts (0.135'x3.5'>. The top chord p3 grade 2x4 ;scab may be replaced with either of the following, <1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or <U 28PB wave piggyback plate plated to the piggyback truss, TC and attached to the base truss, TC with (4) 0.120'xL375' nails. Note, Nailing thru holes of wave plate Is acceptable. It In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4_ chord member, and 3X10 Trutox ptates for 2x6 and larger chord members, Attach to each face @ 8' o.c. with (4) 0.120'x1.375' halls 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 8'x8'x7/16' <min) APA rated sheathing gussets (each :face). Attoch @ 8' o.c. with <8) 6d common (0.113'x2') nails, per gusset, (4) In cap bottom chord and <4) In base truss 'top chord. Gussets may be staggered 4' o.c. Front to back faces. 2x4 Vertical Scabs. 2x4 SPF 112, full chord depth scabs (each face),. Attach @ 8' o.c. with (6) 10d box nails (0.128'x7) per scab, <3) In cap bottom chord: and (3) In base truss top chord, Scats. may be staggered 4' o.c.. front to, back. faces. 28PB Wave -Piggyback Plate One 28PB wave pi gyback plate to each face @ B:.ac, Attach teeth to plggyback .at time. of fabrication, Attach to supporting truss with (4) 0:120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. PACING 24,0' REF PIGGYBACK DATE 10/01✓14 CLR Reinf orcing Member Substitution This detail is to be used when a Continuou''s Latera( 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 seated designs to T-reinforcement or L-relnforecement or scab reinforcement. Atternative refnforcement "specified in chart below may be conservative. For, minimum alternative reinforcement, re —run design with appropriate reinforcement type. Web Member, Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2X3 or 2x4 1 row 2x4 1-2x4 2x3.or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 f-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6w T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or ;better than web member unless specifled otherwise on Engineer's sealed design, M Center scab on wide face of web, Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf, L-Reinforcement; or L-Reinf. Apply to either side of web narrow face. Attach with: Wd (0.12Wx3.01,Min) palls at 6' o.c, Reinforcing member Is a minimum 80% of web member length: T—Reinf, L—Reinf, Scab Reinf orcementl Apply scabs) to wide .face of web, No` More. than (1) scab per face, Attach with 10d (0328'x3,0',min) naits at 6' o.c, Reinforcing member Is a minimum 80% of web member length., Scab Reinf, —VA' ' RM,A" FTOW ALL Nams.a1 TM DRAVINii �eOMTANT,u PJMM THIS DRAWi6 M ALL CWIRACT= D1G.lAlDifa. nC'VISTA JXRS. `�� �Lo.. =Y1/� TG LL PSF 'REF CLR Subst, DATE 10/01/14 -. Trusses require extr i care in fatsHcuting, handling, shipph,g, hstaift and broehg. Refer to and- foaoe the Intiest ednaan of 111 (DurtdingConponent Safetyinfornatlon, by TPI and 1A1 afar safety. practkes pHor to perfwft these fu chops. Installers shall provide te,orary bro=. per BCSL A,fi� � � � h / �� � TC. DL PSF DRWG BRCLBSUB1014 ` Unless noted otherOse, top chord sMU have properly attached structurat sheathing_ard button chord shalt Mve a attaehed`rigld Locations sham for lateral restraint of webs `; Vi���V� C DL (1( f� 'lam\ "Il``�' property "Ahg pernanent shall have tirnUnp Installed o- 83. B7 or 81a ns,ap kaale. APPty Plates to each Pace send tha. ,ou,t oaw.s: nacad ather.lse. these �, = _ B_ C LL PSF APSF AL�QP�, U v of — and Pq�ten a� �ha n awve and an u sn ab Refer to draehgs 160A-Z for stcmd-d plate positions. ". AN TT W COMPANY Alpine Iskn of ITV 8uttdtng Components Crr In shaft not be responsbte for any deviation fron tKs d-axhg ony fdture to hued the truss In confornonce s1th ANSI/TPI 1 at -for har4!ng, SMppng .2QT, 4 % IF OF LD. PSF 13388. 6QfiontDnve hetallat. R 6 brndmg of trusses, A soal on Ater d-.sing or mve Page llstln0 this drnehg,hdwte neceptnnce of proPessimmt engneeri :pa.smwty spiny for the design shorn The swtabWty and use of #ds dra.ing For ony s4r is the responsibUty oP the DtAclna Daaigner Per ANS /TK 1 % �� DUR. FAC. SPACING Eanh.riy'Mo M5 ... a.��or ^ i foremHonas a this Job [_general notes'page�nes ebysites e,,.,... `Pfr..,n1t�Ct$ w$`Y� I 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 2it6 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) 4S) = Two 2x4 or. two 2x6 side members, same size,, grade,, and species as damaged member. Apply one scab per face. Minimum. side member lengthCs) = (2 (L) + (B) Scab member length CS) must be, within the broken panel, Nail Into 2x4 members using 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 nallss (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visuat. grade #1 and MSR grade 1650f.. This, repair detail may 'be` used for broken connector plate at slid -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 _A L 4` a �Typicai 0 + 0 + O + O + St2, agger = Back Face 10d, Box Z0,128' x 3', min) Naitst = Front Face, '2x4 ,Member = Double Row Staggere 2x6 Member Triple Row Staggerec Nail. Spacing Detail Maximum Member Axial Force Member Size L SPF—C HF DF=L SYP Web Only 2x4 12'' 620# 635# 7,610# 800# Web Only 2x4 18e 9754 1055# 1295# 1415# .Web or Chord 2x4 24' 975.# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord' 2x4 , 30 1910# 1960# 2315# 25554 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 421 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# AHD TM,DRAWDO waII MTANTww rMUSH—VARNHTTiQS�]H2AYlNG TG, AIJ. CGNTRAL'TIRS DKLUDD6 DC INSTAJ:ERS. Trusses require extreme care to fairkatlnp, handling, sHpping, Instnllinp and frach0. Refer. to and fella. the latest eiAtlon of SCSI (Buatletg Component Softy Infornptbn, gy TPI and SBCAI for safety pr, tkes prior to perfarning these functions. Installers sMIL provide tenporery bradng per SCSI. Untess noted otherwise, top chord sfmU have properly attached structurd shenthlno and bottom what shad have a property attached rigid ceAlno, Locations shorn for permanent lateral restrolnt of webs shall ho'v¢ bracing InstaU¢d per SCSI sections H3, 87 or Ble: os. op�koble. Apply pietas to, each face Q. I I 1 L_J 111 1 of truss. and position as shown above arW an she Joint 8¢taas, un ess noted atherdse. ILI�ILI^--�U ILIA' fifer to drnwlnos J60A-2 for standard plate Pcsitbns: AIptne, a division of IN Huadino• Conponents Group Inc. shati not be esc wmUe for any devlatbn fri AN ffWCOMPANY Is drawing, any, faAwe to bL&d the truss In confornence .Nth ANSI/T I 1, or for hnrdunl.-1,10pin9. betallatbn 6 bracing of trusses. A seat 'on this drasing ar cover page tLting this droving, Mdkates acceptance of professt?nat engtneerho respo tUity solely for the design shorn The sAtabelty and'use of this drnwino 13389 Lak&,onl Drive, for any strtctrre Is the rcaponsll My of vt¢'&AdlnQ DQWW r• per ANSVTPI I Seel Earth City, MO 63045• for more Irnforlmtlon see this Job's' o?mora( notes poao-and these web sites _ ALPINE. www.atpineltax") TPP .w..tpbQt..rg) SBCA.. www.sbclnd-try-91 _IM .w.Jccs.PearO s L JUnihum B L Distance L NWnun L Blstnnce. B L v4 B L MEMBER REPAIR' 10/01/14 REPCHRD1014. STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4�, ��MAX. LENGTH TO TRIM r f EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR: BETTER (14501P-.FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE #3 OR BETTER OR STUD (960f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C.. MAX., OR SEE' NEXT OPTIDN. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE 'LOCATED WITHIN + OR - I2` OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX. PANEL LENGTH), APPLY REQUIRED P.RACING (SEE BELOW), - OPTIONAL PLANT SHELF ,MAY BE USED UP' TO, .24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES•<OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). !AL BRACING 'IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM .OF THE. ORIGINAL TRUSS._ SINCE MANY FACTORS, AFFECT THE ! OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND BEARING LOCATIONS,, ETC, IT IS NOT POSSIBLETO DEVELOP A iRD,FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE G EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. TO SPECIFIC TRUSS DESIGNS,T❑ D,ETERMIN,E THE REQUIRED BRACING iE STRUCTURAL BOTTOM CHORD,<MAY BE INDICATED AS, BOTTOM CHORD SPACING), BRACING SHOULD ALSO BE'APPLIED TO THE FALSE FRAME AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED LY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR :TIONS ARE THE SOLE RESPONSIBILITY [IF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN,; ANY TOP CHORD LOADING .AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS.DETAIL FOR, 1. STRUCTURAL BEARINGS UNDER THE FALSE, FRAME (NOT PARTITIONS), 2, INTERIOR BEARINGS AT ANY LOCATION. ON THE'TRUSSz, 3. LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME, 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (:IF>4'-O'), 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBEI LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQI - USE. AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2ic4 MIN; 'PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, IF NEEDED; A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5*5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). - 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 RED. JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH,(3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK r MAY USE A 12' LONG.7/16' PLYWOOD (OR OSW GUSSET TO EACH FACE AND 8d NAILS C0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE .JOINED .BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INTO :EACH MEMBER (ONE PLATE ON, EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). IF NEEDED, THE FALSE FRAME 'BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), Tw.1t6TA =VAlanNi1, WAD etm nUnii ALL NGTFS oN�MS'DttnvlKt'a - `������4. TAR;,,",, � REF BC FILLER oIMMrt2TANTM fT88 M, THIS DRAVIN4M ALL CmnpACTM �1Ta3UDDd•+. LLERS �� ' Trusses require extrene care In fabrkating, handN,, shipping, installing And bracing. Refer to and i r Shcoe the latest edition of IiCSI (Bulang Component Safety fnforriatton, hj. TP[ arM SDCA) Par safety = DATE 10/OI/14 practtees prior to perPorntr,g these Functions. .Installers shall provide temporn pratl ng par BCSI. W ess noted otherwise: top chord shall have properly attached structure shen hing and bptton chord N DRWG REPBCFIL1014 shall have o property attached Hgid.celelg. Locotians shorn for pernanent lateral restraint of webs - Q .halt hove bracing lost— per BCSI sections the 87 or 810,: os nntess no Apply plates to each face .A„ j .:A.. oc truss and bracing; hr, att sho n IS ' and on the Joint Detals, unless noted otherwise. Refer to drawings 16DA Z for standard plate positimm Atbhe, a divislon of ITV Bul'8ng Conpanents Group Inc shag not be responsible for on deviation f A E OF- AN.(TN/COfkiMNY this dravtrg, any failure to bWld the tn,ss to confornance .Hh ANSVTPI t, or for hnnd1kQ,-Kpping, installation 1,tiracng of trusses. A seat on the draw** w cover pa tistft tuts drm ing, indicates Acceptance of. professional 'p� .r t� [,7, mgh-ing napansbmy solely for. the de shown. The s*t4Wty and use of this dmehg �ir0i.0 ���} for'any strmt," is the respo "Ity of the Bugtltnp Designer :.per AHSI/TPI I. Sect 13389'Lakefmnl Dr'rve ,for. pore Infornavon.see thls job's general notes page And these web sites, Earth City, Mo M5 el orun w..nlnRr„I(�.�n., ran ..�..r,.r...�nr.,. care, ... wrwxnh-via. ICG ...Iccsefe.erw ''ire, l ✓ {SAL `:..r SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP 'C, Or 140 mph wind, EXP D, 30,00 ft mean hgt, located anywhere :in roof, 30.00. f-t Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind K DL=6,0 psf, Kzt = 1.00, wind TC. DL=4.2 psf, wind DC DL=6.0 psf, Kzt = 1,00, Minimum 2X4 .scab, same grade and species as top chord designated on - Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'•x3.0', mini) nails at. 8' o.c, plus clusters of four nails where shown in figure below (w). NOTE1 #.2 is the Minimum lumber grade allowed for all species, NOTEI Add 210# uplift (max. to reported truss uplift for wall connections, —VMMn- READ AND FII.WW ALL NO= DN TMDRAVDHi eeDWMTANTo FURNISH THIS LRAWW TO ALL CONPMCMIRSINCLUI)m TW'1NSTALLERS. In fabricating, handit, Insta(Ung and lamchg. Refer to and �'� J�r .. -I/j� ,'. �� ''i GEMS ' TOTAL TOP CHORD LOAD NOT TO REF 2X4 SCAB O.H. _ Trusses reoulre extrene core shipping, folk.. the: Infest etlttlon f HCS1 MAdtip Conponent.8afaty.lnfornadon, by TPI and SBCA) for safety. practtees prior to'perforMJ Q the.. fun"Jb InetalWrs shall provkio tenporary braCrig per DCSL `t" �! � •� =, = EXCEED 40 PSF DATE. 10/01/14 DRWG OHSCB2X41014 Unfeos noted others(se, top chard shall have prep.riy att-h of slr�w'ar shea4 and.batton shard have Locations shorn for'pernnnent lateral restraint of ebs No 3' (DEAD PLUS LINE) y 0 'UI A up r� shall a properly, attached rV4 cegln& shott hnva braZo Installed Per SCSI soctlons 93, 87 or HIO,. n; appticohla. , Apply plates to oath face of truss and Po Van ac-shorn above and on the. Jobnt Detn0.s, un{ess .noletl other.lse. � = - IIL.}f�, Refer to dradngs 16CA-Z for standard plate paeitlOm iieviatlon, from S A•` OF AN ITWCOMPANY Alphe, a dMslon of TTW-Mcgma Conponents Group Inc shall,nov be "spans le for. any" this drnring, arty fa0.ure to WId the truss In eonfon once rfth ANSIM] I, ar for hondU g, shipping, +CC ^ �QIt- • in.i(f bistnllntion f trusses. A seal on thL^ drc ropy or trove • page IdlsettkV this drasft; Indkntes nccuptonce cf professlorml or any strr l y f ltdit ncThe ; perB L am P ttInformation l�i fi` b'a} 4t`�e� '��,; p�} \.� DUR, FAC, 1.15/1,25 SPACING 24 E.dhLa l,aotOdve Earth City, A}063005 nre Qsp es`e2. IdroeM�O F job's goneratpog ✓4� 1QNY1 tP� -f;fa ALPUM ss.,alpinelt..eoea TPA rartpinstorgl SSCA, rn.stielndustryagf I= ►nJeesafQ.org .IiIYY1 pP i EJ Of End Jack EJ 1 12 VARIES :G OPTIONAL (2) 16d TOE NAILS SCISSORS BOTTOM CORD o iv eveled Jack (6J) GJ a _ a m. w (2) 16d TOE NAILS ci m o CONNECTION DETAIL 8-0-0 MAX._ SPAN (BJ) v = (2) T6d GUN NAILS m FOR EACH LOCATION TYPICAL, ENDJACK (EJ) SHOWN TOP & BOTTOM N.T.S. cm�GS 2x4 SYP Nailer 16" Long Got*l a-0� Top. & Bottom use 16d �pG Nails 4' D.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 VARIES � (4) 16d NAILS See Connection. 'Detail VARIES �712 - � (4) 16d NAILS See Connection Detail '\ OPTIONAL WEB CONFIGURATION i/ (4) 16d NAILS i See Connection Detail 11-3-12 MAX. SPAN 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNER, SET INSTALLATION ff"r s TYPICAL LOADING (P.S.F.) �`P e^'�.G�E N TOP LIVE LOAD: TILE SHINGI s 20 20. m �` N0 . "' MANUEL MARTINEZ, P.E. TOP. DEAD LOAD! BOTTOM' .DEAD LOAD: 15 7 10 10. `m W FLORIDA REGISTERED ENGINEER TOTAL ! 'STRESS 45 37 INC. 1.25 1.25 ,-Z r - LICENSE # PE 47182 WIND DESIGN: M' ASCE 7-10 160 MPH PER - STATE OF �C1 :4aO.C.*sWARNINGr* sr O ,`:�> Read & ffloll Furnish this drawing to all notes on this, drawing. :ontractdrs including the installers. ;V4 s