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HomeMy WebLinkAboutTrussIMAKE SURE LEDGER IS BRC ALLOW FOR USP-LGUM28-2 39'8" . R- Is -1 - 10' 27'10" 1914" 20 4" 18' 21'8" Joist Schedule/m 0 UMIAU� By B Boise Cascade Engineered Wood Labels ID) Length I Uspith I ProductType o eame Plies I Qty. J1 3B'-10" 16" BCI 4500s JOIST 1 5 J1A 38'-10' 16' eC14500s JOIST 1 1 J2 19'-11718' 16" BCI 4500s JOIST 1 6 J3 171-W 16" BC14500s JOIST 1 8 J3A 17'-8' 16" BCI 4500s JOIST 1 1' J4 16-1' 16" eC 4500s JO ST 1 10 J5 15'-2 3/4' 16" BCI 4500s JO ST 1 1 J6 1V-3 8' 16" BC14500s JOIST 1 3 J7 1 '31/2" 16" BC14500s JOIST 1 JB 3'4 1 2' 16" BCI 45005 JOIST 1 1 J8A 2'-1 2' 6" BC14500s JOIST 1 e 9'-10' 6" VERSA -LAM 2.0 3100 SP BEAM 2 Cat 6'-6' 16" 1-1168C RIM BOPRO OBB RIM BOARD 1 1 Cat 10'E 2' 16" 1-1IB'BCRI BOPAD OSB RIM BOARD 1 1 B'I VARIES - 16" BC14500S JOIST -BLOCKING 1 FOES Load bearingf—a amve (stacked over wan bei0w) BCIOJOIst Sb:&1 See Boise Idomtu for vertical bad rapacity. r 3S F10 Baarar brook (12'wlde mm.) InSaB wIN 1O-1 Od eat. tan light b top OaNe, Joist barge, Fin Naio-d dth O ttRau:. Backer block required whom top mount hanger bad exceeds 211 Its, Irletan Oghl to top Oa . REVIEWED "C- AIZOO P Ser HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEOCLE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP "HUS26'. 8,_8" ELEV. OA HUS26 , OB THDH26-2 © 7M1716 OD THF17157 ® N/A Int Brg N/A ELEV. .IN` HOOT=M ® MMIA F OM MM DEM amRIA Trl.i 20 paL TOHI 40 W tcm.. 7 TJ:BL 10 p E LCDL. -' 10 .pat :It. BMIL 5 p E TOTAL 55 par. TOTAL 37 PAL DDRATI N FACTO( 1.25 DUUITIO( FACIA( 1.00. N) SrANM ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED = SIM - 100 Mph 2 FOR PLUMBING IF NESSARY VJLDW Dplum. C FLOOR TRUSS SPACING 9LDIIG TAPE ael® 2'—(f UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V . . H to , HE _ �1 011 : 15' - UNLESS NOTED BRIG OTHERWISE TYPICAL TRUSS END ALLSPACING IS 24' O.C. EXCEPT AS SHOWN: DO NOT CUT OR ALTER TRCSSES WITHOCT AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN -COMPONENTS AND/OR MISSING PIECES NOBACKCHARGES WILL BE HONORED. WARNING mnwmauL RnaHwlG ERFLIIaH Ah0/al PFPLA.OTHT aNlmUc 6 HOT ll� RLssdl - 99LIIY OF TM TRISS DE WDIN PLA I-ACTU= ai nN S FA UTat PERsa15 E]ECipid rwNSSs ARE CAl19aSD To STD! PRCLFS9(WAL ADWLE RELWOwe B3CBaN mU�1G W1BW a ALAAY9 ts.w ro PRE. T6H➢ic AP0 Dd PODF pl Ic FASIIW; ANO PFR.'Oo BRAl4TG W1RW YAY BE REa1LRD w'sPEOnC AR a DI 4E'4tAaNC 1rOW nN54S fA1YWTARf At0 RE0Are10Allot✓4 ORcv-m) ma nmmEA wnalAnai ae, ff'refA TfR635 w A siRAlTm AI0 Pe9na1. THERE A9 SHGIHORG TOP R APPWll aRELT-Y-ro la' AtmATR Y G0 WTm 1 S TIHEr SIWL BE BIALDI As sPE9P1EW W ME fr1QS>mD a o TWISg9 SMALL BE HANaID tIH ISASdtUBIE rAEa InumHc ERELIIaH PRET4Hi DaEIA¢ a waau w,1xr. NOTE IT IS THE RESPONSBIIJTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS -LAYOUT PRIOR TO FABRICATION: THIS COMPANY 15 A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE, DESCRIBED IN WLCA 1-1995. 7DESIGN RESPONSIBILITIES'. ACCORDINGLY,- R DISCLAIMS ANY RESPONSIBILITIES AND/GR UABILRY FOR THE CONSTROCTION DESIGN. DRAWINGS, -DOCUMENTS INCLUDING THE INSTALLATION AND ' BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SCNATURE WILL ACIONOWLEDCE: 1) AUTHORIZATION TO PROCEED WITH FABRDCADok 2) VERMAMON OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH. HEEL HEIGHT, OVERHANGS, CEILINGS ETC- 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH.TNIS TRUSS LAYOUT. 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TO BE BOUND BY THEM. SIGNED - TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS Wds DATE IS BASEDON OUR aTRRENT O.a VRRY PMMULE ) R E V I S - 0 0 N S F'Lt OILY LLC 19890 1naependece. Blvd GROVELANO FL 34736 RANEY .352-429=9429 CO PA 09 NENJS FAM 3 FAX: 52-429-9429 E—MAIL TreeePlantOraneydompcnente.com W Horton LOT78lX/91BDY. Creekside Lot 53 A I✓E90FNNL 2605=4EHB Ha den "H" OL BALD DM Y: pMWNC NUYeER 4-0" B o- 9 JAH RANEY COMPONENTS alley 19900 Independence Blvd. Groveland, F134736 omporrerrts, uc one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429 Lover Sheet Order # JOB # 36CS0053A Printed: Thu, Oct 10 2019 moo ►nrormanon: Address: FOR Name and License Number., ;usromerldame: Creekside Lot 53/A )R Horton 3226 Trinity Cir 7escdpdon: City, State, Zip: IEHB Hayden-2605 "H" OL Fort Pierce, FL —Lowing lnrormarion: Roof Loads: Ffoor Loads: - TC Live: TC Dead: BC Live: BC Dead., TC Live., TC Dead: BC Live: BC Dead., 20 7 0 10 40 ' .10 0 5 Bldg. Code: Wlnd Std: Mad Speed., Bldg. Useage: 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 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al .2 A2 3 A3 4 A4 5 A5 6 A7 7 AB 8 ABG 9 A9G 10 Bt 11 B2G 12 L1 13 L2G 14 MEG 15 MG1 16 MV1 17 MV2 18 ER 19 EJ72 20 EJ6E 21 EJ3 22 EGE 23 CJ5 24 CJ52 25 CJ5E 26 CJ5A 27 CJ3 28 CJ3E 29 CJ32 30 CJ3A 31 CJ1 32 CJ1E 33 HJ7 34 HJ6E 35 HJ3 RECEry D FEB 0 4 2020 i ST. Lucie County, Permitting 01111ti OSSY& `' Digitally signed by ,�%N • V��•p u e Manuel Martinez 4� �[ ate„2019.10.10 s : Whin * 1,4:22:29-04'00' ,;. STATE O ; ' 40015856785rA4 IMS(tteH Ri1D�. 3E7yCwiax ecwlidobmY angelWiedw FILE COPY Page 1 of 1 - SEQN: 684181 / T2 / HIPS Ply: 1 Job Number. 36CS0063A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 226.8 Ibs Truss Label: Al / ... 10/10/2019 f TT'11 2 14'10"2 f' 18'3"4 + 21'4"12 1 24'9"14 1 31'S"13 $2f5 39'8" ; 77"11 6'6" 3'S"2 3'1"8 3'5"2 67"15 T7"11 5X6 4 r� 3T 1112X4 =4X6 =3X4 =3X4 =3X8 =3X4 =4X6 012X4 SEAT PLATE REQ. L � T5"15 4'6"1 7'5"15 12 26"10 3'8"10 14'6"1 18'3"4 39'8" 2'11"12 Ti10"6 2'T6 0 21'3" 21"6 2T8" SEAT PLATE REQ. 4' T5"15 1 32'2"1 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl(CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity - Non -Gravity TCDL: 7.00 Speed: 160 mph Ff., NA Ce: NA VERT(LL): 0.207 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.385 Q 999 180 B 1550 A A ASS 7786 /304 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 M - - K 1550 A A /866 7786 /- Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 22.09 ft HORZ(TL): 0.148 M - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B B Width = 8.0 Min Re 1.8 r9 q = Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CCi: 0.556 K B Width = 8.0 Min Re 1.8 � q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 MaxBC CSI: 0.602 Bearings B & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.817 Bearings B & K require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 0 G - H 1505 -2092 Lumber B - C 1949 -3186 H - 1 1646 -2495 Top chord 2x4 SP #1 C - D 1623 -2508 I - J 1623 -2507 Bot chord 2x4 SP #1 D - E 1647 -2496 J - K 1950 -3186 Webs 2x4 SP #3 E - F 1513 -2102 K - L 23 0 F - G 1432 -1893 Wind Member design based on both MWFRS and C&C. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp! B - T 2876 -1654 P - 0 2226 -1249 T - S 2872 -1654 O - N 2872 -1684 ' S - R 2872 -1654 N - M 2872 -1681 R - Q 2226 -1222 M - K 2876 -168'f <entt�iloit0,t wSA a E AAAEw Aff _ Q - P 1889 -976 1 1 0+�4k c% 2��sga4�.°I� ;0 Maximum Web Forces Per Ply (Ibs) r No. 047182 Webs Tens.Comp. Webs Tens. Comp. T - C 294 -16 P - G 642 -448 •° C - R 486 -693 P - H 513 -682 Y R - E 450 -210 H - O 448 -207 E - Q 516 -688 0-1 487 -694 ♦ F - Q F-P 645 -449 193 -186 J - M 294 -17 � �e15058285D3D�3C A4DE�T960E0 F9 (3SE[idM d8t4d� CYlY6AiE�ftq°f,4i3II �!-day WEfbIILSLIROj. �a 4H-tm.0173taien NadaucRaras4m aw�RaGW1 s41AcnWatis�to3a re.ftd pms ottimaauaeva �ddrn�nslaaaa ncamaecsSA 06 VQsn xA1iri4tS6IItia1602dlPFew2iP0 WC(ag¢0 amjdl4tL@T3L aw- "WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in febricatin ,handlingg, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building neh[ Safety Information, b TPI ah� SBCA) for salQety practices prior to performing these functions. Installers shall provide temporarryy an per BCSI Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeAy p riggid ceiling. Locations shown for permanent lateral restraint of webs shell have bracingg installed per BCSI sections B3, 8 7 or B10, om uenrs. uc cable. Apply late. to each face of truss and position as shown above and on the JoinfDetail. unless noted otherwise. - itefer to 7� 1s 160A-Z for s�andard 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 handlin%shipping, installation and bracing of trusses A seal on this drawing or cover page this drawing indicates acceptance of ppro ssf7onall engineering responsibility sale)y for the design shown. The suitability to of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI l Sec.2. 0 Al SEQN: 684175 / T8 / HIPS Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR. Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 226.8 Ibs Truss Label: A2 / ... 10/10/2019 i 7'7"12 "3 14'10"2 1T 22'B" 24'9"1 31'5"13 2'P"4 39'8" r 7'7"12 6'7"15„141- 5'8" 2114 1 „14' 6 7"15 " 7 7"12 r�- =4X6 33 i :5X8 =5X6 F G 1112X4 =H0308 =3X4 =3X4 =3XB =3X4 =H0308 1112X4 co 6(A2) SEAT PLATE REQ. SEAT PLATE REQ. 39'B" 7'6" 4'6" 2'6"10 2'5"6 5'6"4 2'7"2 2'6"10 4'6" T6" 7'6" 12' 14-6"1 17' 22'6"4 25'1"6 27'8" 32'2" 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 21.83 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 7' 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. 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 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.401 Q 999 180 B 1598 /- A /872 1787 /286 Snow Duration: NA HORZ(LL): 0.084 M - - K 1592 A A /872 7787 A HORZ(TL): 0.153 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.571 K Brg Width = 8.0 Min Req = 1.9 TPI Std: 2014 Max BC CSI: 0.607 Bearings B & K are a rigid surface. Rep Fac: Yes Max Web CSI: Bearings B & K require a seat plate. FT/RT:20(0)I10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 1617 -2320 B - C 1978 -3307 H - 1 1679 -2600 C - D 1656 - 2628 I - J 1656 - 2613 D - E 1679 - 2615 J - K 1978 - 3292 E- F 1627 - 2350 K- L 23 0 F - G 1519 -2121 40015B 58295D3D9C3CA4DEDE 796BEO F9 rem uam tut Beet asuxaataxy alga a �u �a! sy uarssa� manau� n tt4.U.O "Feat eseaam_Anaa_4ga owl tw'c. xYitsCupxsolitisdaatscca &aacicMaff�'ad an0 csafad S:MI63ffi V4A �4tttatYBtmw ft mali� W043 m Xy4jWMrU cGpfas. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2987 -1689 P - O 2324 -1277 T - S 2983 -1688 O - N 2970 -1715 S - R 2983 -1688 N - M 2970 -1715 R - Q 2338 -1251 M - K 2974 -1715 Q - P 2134 -1085 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T - C 296 -16 P - G 696 -430 C - R 486 -695 P - H 491 -609 R-E 413 -207 H-O 412 -206 E - Q 494 - 606 O - J 487 - 695 F - Q 728 -469 J - M 296 -17 F-P 193 -189 **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 an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary array bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attacheSri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BCSI sections B3, B7 or B10, om anarrrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to N 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 salons 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. i SEQN: 684177 / T7 / HIPS Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 207.2 Ibs Tmss Label: A3 / ... 10/10/2019 7711 3 15' L 19'1D" 24'8" 31'5"13 2' S 39'8" 7'7"11 6'9"13 r 4'10" 4'10" 6'9"13 7711 1 T 1 =4X6 _-5X8 012X4 =5X8 E F G 1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 7'5"15 4'10" 6'6"1 7'515 14' 15 19'10" 24'8" 25' " 3271 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 21.41 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.10 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 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 Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.393 F 999 180 B 1550 /- A /878 /788 /256 Snow Duration: NA HORZ(LL): 0.081 L - - J 1550 /- A /878 f788 A HORZ(TL): 0.150 L - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.580 J Brg Width = 8.0 Min Req = 1.8 TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J are a rigid surface. Yes Max Web CSI: 0.4 Bearings B & J require a seat plate. FT/RRep T:2 0(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 17,02.02.1208.15 A - B 23 0 F - G 1690 -2320 B - C 2018 - 3189 G - H 1679 - 2465 C - D 1655 -2477 H - 1 1655 -2477 D - E 1679 - 2465 I - J 2017 - 3189 E- F 1690 - 2320 J- K 23 0 No 047102 s•a ..STATE . Q 40015E S828 51)31) 9C K WE DE 796E ED F9 tarxswmeasaru ex znmrt[sr*az3,nma—rm Vy _�3waa ' Pxtn-uta171wfwr3aasa� a Eww.��aswci autacrsvYsit�cada. i(xiY,riSCW�z a! WdaC«itrecau �anvtetn+d:^C'aad�,d cnxka and can iiN...2 .at�ws�r.�m rststbr arras$« myatacurflts cc�Mrs. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2880 -1728 O - N 2210 -1215 R - Q 2876 -1728 N - M 2876 -1754 Q - P 2876 -1728 M - L 2876 -1754 P - O 2210 -1248 L - J 2880 -1754 Maximum Web Forces Per My (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 301 -14 O-G 245 -166 C-P 523 -724 G-N 476 -2181 E - P 476 - 218 N - I 522 - 724 , E-O 245 -166 I-L 301 -16 F - O 191 -213 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bg TPI an SBCA) fob safety practices pnor to performing these functions; ,Installers shall.proyide temporary 'Kacanin Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 'or B10; . .App y plates to each face of truss'and position as shown above and on the Joini�Details, unless noted otherwise. (Refer to a division of TPI 1; or for h acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rmc�y� omporrerrts. ❑c ` I , SEQN: 684167 / T6 / HIPS Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR.Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 204.4 Ibs Truss Label: A4 7'7"12 13' 19'10" 26'B" 32'0"4 t• 7'7"12 + 5'4"4 6'10" 6'10" F 5'4"4 T �I =4X6 c5X8 '1112X4 iz5X8 D E F DRW: / ... 10/10/2019 39'8" 77"12 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 5'6" 1' 5'10" 5'10" 1' " 5'6" TV 1 7'6" 13' 14 19'10" 25'8" 26' 32'2" 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CSI Criteria. ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:.NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.230 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.427 E 999 180 B 1550 A /- /879 7789 /226 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 J - - H 1550 /- A /879 7789 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.14E J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.99 ft Cnde / 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: 0.603 H Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.437 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 23 0 E - F 1927 -2716 Lumber B - C 2032 -3163 F - G 1800 -2636 C - D 1800 - 2636 G - H 2O31 - 3163 Top chord 2x4 SP 91 D - E 1927 -2716 H - I 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind 'Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2852 -1737 M - L' 2377 -1406 P - O 2848 -1737 L - K 2377 -1406 O - N 2377 -1380 K - J 2848 -1763 N - M 2377 -1380 J - H 2852 -1764 Maximum Web Forces Per Ply (Ibs) Akdf Webs Tens.Comp. Webs Tens. Comp. < xyasrrrrrpy� P-C 250 -17 M-F 434 -313 C-0 415 -50 F-K 443 -221 D - O 443 - 221 K - G 415 - 548 .,, D-M 434 -313 G-J 250 -18 E-M 351 -401 swe 40015858235D3DSC 3C A4DE DE 796E--EO F9 rftRH8H1R]40f4.tSGtddti�HY2°f GL,%4CmLY&3ifS9) iAYnYDt TAM64QQs rc t€a. c�. esna�{cn csm aso-, s�naQ¢ve;s sxat as�hcrrtsxiKrrcWa >,�dacpfisxo! ErYzdacr�atm,�ra�tcs�st:«s+csadm�d O xnd tf» �tAd ac�msaafe nautly vra�S ce4 ugtimma�x mp�x. **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, byy TPI anr7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracingTer BCSI. Unless noted olherwise,top chord shall have property attached structural sheathin and bottom chord shall have a properly attache Srigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inNalled per BCSI sections B3, B7 or B10, om onent;. me 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 shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suifabtltty and use of this rawing 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.at ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindus .com• [CC: www.imsafe.org t SEQN: 684161 / T5 / HIPS Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 204.4 Ibs Truss Label: A5 .. / ... 10/1012019 7'7"13 11' 17'1" 21 22'8" 2 28'8" 3203 39'8" 7'7"13 3'4"3 6'1" 3'11" 1'8"1 5'11"4 3'4"3 7'7"13 5�5X8 =3X4 =3X6 1112X4 =5X6 12 D E F G H T 5p 03X40 1 3X4 v =4X6' 2)B J=q 33 A S R Q P 0 N RRL 1112X4 =3X4 =4X6 =3X4 =3X8 =4X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'B" 315115 132F 181"4 ++23'BI32'"5 + T6"1 1' 39'8"761 699 224' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.260 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.484 G 977 180 B 1550 /- A /875 f790 /197 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.082 L - - J 1550 /- /- /875 f790 /- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.153 L - - Wind reactions based on MWFRS 10.00 Mean Height: 20.58 ItNCBCLL: TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.606 J Br Width = 8.0 g Min Re 1.8 q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J are rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.511 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEWVer.17,02.02.1208.15 A-B 23 0 F-G 2160 -3113 Lumber B - C 2052 -3156 G - H 2160 -3113 Top chord 2x4 SP #1 C - D 1922 -2790 H - I 1921 -2790 Bot chord 2x4 SP #1 D - E 2150 -3098 I - J 2052 -3156 Webs 2x4 SP #3 E - F 2160 -3113 J - K 23 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 2844 -1754 O - N 2534 -155t S - R 2640 -1754 N - M ' 2534 -1530 R - Q 2534 -1505 M - L 2841 -1780 Q - P 2534 -1505 L - J 2844 -1781 P - O 3118 -1880 r $���tgiffiffiiiafy�p4 '�1*.-tv''sID Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. � oa�F `�,+�� a* C47102� S-C 219 -20 G-O 296 -326 i' C - R 342 -420 O - H 734 -499 ;— " D - R 378 - 242 H - M 382 - 244 D-P 721 -488 M-1 343 -421 q STATV P - E 300 -330 I - L 217 -21 ' ,6 5 e1, +r yy E - O 102 - 98 o 40DL5B 582E SD3D 9C 3C A4DE DE 796B'FD F9 nm ttfmratraras e�stsra�rvata �s sasua cy raaruar axanora; P8 tm-U.' Y413ffi%m9 gYiE'EIICR�;A3SA'u8 �Ki 5Nh+1 t:LA6N9S51SY631 tEL�4 9�t'ffiCCCpitl9 tli tri+fdoCCRtStt �'3 YtWtMd:CldCL�iiE�3kt9 SCS�d #� r6ffi SYlvb MYShtrttkRV�9�p#0 Y;;b£34 � Yxmlte2$ Oh �iY�ttlfcdJ& "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 fabncatin , handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI an � SBCA) & sail ety practices prior to performing these functions. Installers shall provide temporarynr:cy bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, am o�renrs, 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 handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page; listing this drawing indicates acceptance of pro ssione 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 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.sbcindus .com; ICC: wwwkwafe.o 1 SEQN: 684157 / T3 / HIPS Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 190.4 Ibs Truss Label: A7 / ... 10/10/2019 4'9"14 9' 16'5" 1 21' I 23'4"12 30'8" _ 34'10"2 4'9"14 4'2"2 TS" 4'7" 2'4"12I 7'3"4 4'2"2 4'9"14 =5X8 =3X4 =4X6 1112X4 =5X8 12 D E F G H T -4X6 T K6(A2) Q P 0 N M L 1 =3X4 =4X6 =4X4 =4X10 =4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'B" 21"8 T3"4 2'3"4 5' 9' 9' 14' 16'1" 234"12 25'8" 30'B" 39'8" P�i a Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 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): 0.339 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.630 G 749 180 B 1550 /- A /867 /801 /167 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 L - - J 1550 /- /- /867 /801 A Des Ld: 37.00 � EXP: C Kzt: NA HORZ (TL): 0.167 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.16 It Code / Mise Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.741 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.706 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.950 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver, 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 Lumber B - C 2153 -3226 G - H 2555 -3778 C - D 2001 -2997 H - I 2000 -2996 Top chord 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 Bot chord 2x4 SP #1 E - F 2555 -3778 J - K 23 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - Q 2927 -1873 N - M 2736 -1673 Q - P 2737 -1648 M - L 2736 -1673 P - 0 2737 -1648 L - J 2928 -1899 O - N 3784 - 2321 Ott i 8sip't . 11 � Maximum Web Forces Per Ply (Ibs) ♦�4�, 04. 4.t � Webs Tens.Comp. Webs Tens. Comp. s '9e a N., C - Q 249 -211 G - N 349 -397 s® a No 0471,02, D - Q 360 -108 N - H 1174 -778 4< D - 0 1151 -760 H - L 363 -109 O - E 351 -401 L - I 251 -213 „ $ E-N 89 -94 STATE OF Jr 40M58 5829 5D3D9C X A4DE DE7965 ED F9 rrasnnrtse.�sas�seummme�^gsa�,nacaecuxTae nyrkanux�zxuiartr, ftft TF{Ft. tk. e~a72ffi{0e t3t dii@6t2ama&13t ¢:�Ygi SNkel BS�ACir2Ydt�iSLd9. dC%wof dlsdVARVdwoo" CavaE mdVVf.4X3la W NAM S3 SatditfrM#YtlSAM#1'43^ AN wfw M V40mm4c **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 and SBCA) safety practices pnor to performing these functions. Installers shall provide temporary rn2e5 bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a property ;f attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, om �ouei�rs, I c as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with 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 thawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's eneral notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t insto • SBCA: www.sbcindus .com; ICC: www.iccsafe.orq L t Ply: Job Number: I FROM: GLM 5 / T15 / SPEC I W t '210.0 Ibs I Truss Lab le -26 50' H30L /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton ! DRW; 10/10/2019 T o_ C 1� H'10"I" L 7'7"12 10,10" i 11818"9 22'8" 24'5" 1 30'8" 34'10"2 39'8" r 7'7"12 + 3'2"4 6'0"9 3'11'7 1'91 625 4'2"2 4'914 12 5 D=5X E 6X10(SRS) 1112X4 =4C'X6 =H4 03X4C T Jpp2X4 � N C iq 4X6(A2) B K=4L6(A2) I 1 AA T S R Q P O N M 1 1112X4 =5XB 1112X4=H0308 =3X8=4X4=4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 3'4" ; 1'2" 4'8"9 610"9 10"13 5' 9' 1 7'6" 1010" 1'11"1 14' 18'8"9 24'9"3 25' " 30'8" 39'8" 1' 2'912 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 L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.352 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.656 F 720 180 B 1550 A /- 1859 1788 /194 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.091 M - - K 1550 A A /862 /790 I - Des C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.169 M - - Wind reactions based on MWFRS Mean Height: 20.54 ft Code / Misc Criteria CreepFactor: 2.0 NCBCLL: 1D.00 B Brg Width = 8.0 Min Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: psf Bldg Code: FBC 2017 RES Max TC CSI: . 0.602 K Brg Width = 8.0 Min Req = 1.8 . Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.665 MWFRS Parallel Dist: h/2 to h Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: Yes Max Web CSI: 0.769 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 2668 -3869 Lumber B - C 2111 -3158 H - I 2503 -3623 C - D 1986 -2792 I - J 2024 -2985 Top chord 2x4 SP #1 D - E 1996 -2767 J - K 2186 -3229 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 2669 -3869 K - L 23 0 F - G 2668 -3869 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. ComV_ B - T 2846 -1791 P - 0 3659 - 2290 T - S 2842 -1791 O - N 2722 -1691 S - R 3345 - 2097 N - M 2722 -1691 #� R - Q 3348 - 2097 M - K 2931 -193.1 �% S � Q - P 3348 - 2097 � .• �, ✓ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. d3` 4710.2 T-C 242 -22 F-P 301 C - S 348 -435 P - H 252 -168 D-S 2018 -1422 H-0 389 -469 «(-w per. S - E 1331 -1867 0-1 1070 -733 E-R 183 -5 I-M 347 -112 �y .,% `,•° �� E - P 614 -407 M - J 265 -232 4 ��ff`�ttt S 400I5B 5829 5DWK X A4DE DE 7963'ED F9 rwn �mr:asrr4nexcumgcx:7n�naaarm aasaxiszpenrwa�muueey, PE(A-U.047ml-tat r5 Wdo—A— fta MWI ,a^t�cnziatkrcatr stst�apum of ftd'xr ataranownlcracvvmdgo wbd .da. uwan snstisucn<m a. tke 6avriscdrnam7eacc:rvr;�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, b TPI SBCA) to these functions. and for safety practices prior performing Installers shall provide bracing per BCSI. Unless noted ortherwise,top chord shall have property attached structural sheathing and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections temporary have a propperly B3, B7 or 810, onr onents. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, f fer to N 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 rofessronal 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: 704599 / T23 / HIPS Ply: 2 Job Number. 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR'Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wilt: 243.6 Ibs Truss Label: ABG ... / ... 10/1012019 7' 7' 12 5 p T P 1113X4 SEAT PLATE REQ H s'1o"a B 12'4"6 17'3"9 222"l1 27'3"10 32'8" 5'4"fi 4'11"2 4,11"2 5'0"14 + 5'4"6 TC2 p 4 11=4 =7FX8 —G 4 TC3 —H 6 0 N M L =7X8 =3X10 =3X4 =7X8 39'8" 5'210 F '30 + f2ii2,6 57"14 5710 11+204 1719 13 2072 + 32'9"12 K 1113X4 39'8" 7' T �64X�16(B3) ce) 1 SEAT PLATE REQ. 674 N„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.414 F 999 240 Loc R+ / R- / Rh / Rw / U ./ RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.777 F 607 180 Q 3119 A A /- /1572 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.080 K - - 1 3119 A A /- /1572 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.150 K - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 19.74 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Q Big Width = 8.0 Min Req = 1.6 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FB^ 2017 RES Max TC CSI: 0.375 1 Brg Width = 8.0 Min Req = 1.6 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.739 Bearings Q & I are a rigid surface. Bearings Q & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Fac: No Max Web CSI: 0.672 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: 18.02.01A.0205.20 A - B 11 -9 F - G 2814 -5672 Lumber B - C 1845 -3697 G - H 2442 -4918 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 2442 -4919 H - 1 1845 -3698 Bot chord 2x6 SP #1 D - E 2828 -5693 I - J 11 -9 Webs 2x4 SP #3 E - F 2828 -5693 Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Comp. Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. B - P 3393 -1683 M - L 4994 -2491 Webs : 1 Row @ 4" o.c. P - 0 3377 -1680 L - K 3377 -1679 Use equal spacing between rows and stagger nails O - N 4994 -2491 K - I 3393 -1683 in each row to avoid splitting. N - M 5702 -2840 Loading Maximum Web Forces Per Ply (Ibs) #1 hip supports 7-0-0 jacks with no webs.�y� Webs Tens.Comp. Webs Tens. Comp. Left side jacks have 7-0-0 setback with 0-0-0 cant 1-0-0 End have 7-0-0 : s P - C 316 -72 F - M 247 -290 and overhang. jacks setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks No -0C - O 1765 -872 M - G 786 -374 have 7-0-0 setback with 0-0-0 cant and 0-0-0 O - D 480 -739 G - L 481 -742 overhang. D - N 804 -388 L - H 1764 -872 E - N 245 -283 H - K 317 -72 Wind *"STATE N - F 13 -11 Wind loads and reactions based on MWFRS. 1, 1 4001505628 0309C 3C ODE DE 7960'ED F9 rnntremwseesnemestasaes fta�,raasa exam:o ®yuzr ¢rzaursea;, PtOL tl171a9icn tAY,..,.steam3fllMu gaHWi ,Ofti9dnnmt, Q vf�f,�II"VM1a! km ad M eaCSAS 61" VwdV9 W h 6 00k . "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 array bracing per BCSI. Unless noted othetwise,top chord shall have property 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 onenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. kefer to p drawings 16DA-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 handlingashipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro)ssiona7l 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. Far more information see this job's aeneral notes pane and these web sites: ALPINE: www.al ineitwxom• TPI: www.t inst.or • SBCA: www.sbcindusl xom; ]CC: www.ior.safe.org SEQN: 704591 / T19 / SPEC Ply: 2 Job Number. 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: I .5 Ibs Truss Label: A9G i 5'10"10 10'10" 14'8" + 17'11"141 21'2"1 1 24'10"14+ 28'9'7 32'8" r 5'10"1� r 4'11"6 3'10" 3'3"14 3'2"2 + 3'8"13 3'10"9 3'10"9 D=5X6 T 12 5 f% =8X10 =3X4 ='XB TC3 =3X4 TC4 N6XB(R) E F G H I =_ 4 J 0-3X4C III o W l =4X6(A1) B F��j A T S R Q P O N M 1112X4 =5X12 =-H0710 =4X4 =5X8 =H0710 =4X6 1112X4 SEAT PLATE REQ. e r DRW. / ... 10/10/2019 39'8" i 7' T. T� N M li7 111 i SEAT PLATE REQ. 39'6" �1T 5'B"14 5'1"2 3'8"4 3'2"2 3'510 405 310"9 3'8"13 6'2"4 1' 5'8"14 + 10'10" 14'6"4 + 17'B"7+ 21'2"1 + 25'2"6 + 29'0"15 + 32'9"12 + 39' ! 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): 0.477 G 990 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.884 G 534 180 U 2735 A A A /1565 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.110 D - - K 3740 /- /- A /2167 A EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.205 D - - Wind reactions based on MWFRS Mean Height: 20.54 ft U Big Width = 8.0 Min Re 1.6 NCBCLL: 0.00 I TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 q = Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.531 K Big Width = 8.0 Min Req = 1.9 BCDL: 5.0 psf Bearings U & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.878 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fac: No Max Web CS 1: 0.816 Bearings U & K require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WindDuration: 1.60 WAVE,HS VIEWVer:18.02.01A.0205.20 A-B 11 -10 G-H 4060 -6971 Lumber B - C 1800 -3154 H - 1 3779 -6498 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: C - D 1713 - 2975 I - J 3189 - 5500 Bot chord 2x6 SP #1 D - E 1708 -2973 J - K 2599 -4483 Webs 2x4 SP #3 :W4 2x4 SP #1: E - F 3607 -6230 K - L 11 -10 F - G 4060 - 6971 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 2888 -1641 P - O 6555 - 3820 Use equal spacing between rows and stagger nails T - S 2887 -1643 O - N 5597 -3252 in each row to avoid splitting. S - R 5369 -3094 N - M 4103 -2376 Special Loads 0} 1'.,htYl p� R - Q 5371 -3096 M - K 4118 -2379 R d Q - P 6306 - 3655 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) ;$�*� TC: From 55 pIf at -1.00 to 55 pIf at 21.17*y� TC: From 28 pIf at 21.17 to 28 pIf at 32.67 �s�' `•� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. TC: From 55 pIf at 32.67 to 55 pIf at 40.67 BC: From 4 pIf at -1.00 to 4 pIf at 0.00 �' �' - � .� T - C 49 0 G - P 103 -108 BC: From 20 plf at 0.00 to 20 pIf at 21.17 C-S 92 -180 P-H 519 -299 BC: From 10 pif at 21.17'to 10 pIf at 32.64 ; •� D - S 2142 -1187 H - O 393 - 550 BC: From 20 pIf at 32.64 to 20 pIf at 39.67 ° • a S - E 1907 -3288 0-1 1143 -668 BC: From 4 pIf at 39.67 to 4 plf at 40.67 � i'AT R-E 49 -26 I-N 618 -943 TC: 169 lb Conc. Load at 22.60,24.60,26.60j TC: 162 lb Conc. Load at 28.60,30.60� '•x r•� E - Q 1175 -698 N - J 1778 -1035 TC: 369 lb Conc. Load at 32.64Q - F 472 -738 J - M 286 -38 1126 lb Conc. Load at 22.60,24.60,26.60 � #y�4 F - P 885 -539 484 lb Conc. Load at 21.17 BC: BC: 124 lb Conc. Load at 28.60,30.60 S%fAL#[ BC: 492 lb Conc. Load at 32.64 40 5B58285D3D9C3CA4DEDE 796BFAF9 rrmxasixsnatiaeerssa�vrc4renaara � nq+nam,�a�me:ss; Windc{a uzac7ass6a ms�xasnrrna4srotwa,Rzssa scaAattscta Wind loads and reactions based on MWFRS. sus=wt}Ese«ss?:cuffia,wi«.,st�vre+.asra s�na and aim a+wsm9ae±ureiro s<+u�t m acyd�r mini "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reyuire 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� SBCA)10 sa ety practices prior to performing these functions. Installers shall provide temporary cnrey bracing er BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propedy attache�rii Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to nmpanenrs. uc 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 ANSIrTPI 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 'yawing for any structure is the responsibility of the uilding 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.tpinst.om: SBCA: www.sbcindustry.wm; ICC: wwmicesafe.om SEQN: 704515 / T16 / HIPS Ply: 1 1 Job Number: 36CS0053A , , FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 103.6 Ibs Truss Label: B1 .. / ... 10/10/2019 "14 9' 12'8" 16-10"2 21'08 F 4'9"14 -f- 4'2"2 3'8 4'2"2 4'z"6 SEAT PLATE REQ. =4x4 =5X6 =3X8 21'0"B 1 9' TV4 9, + 12VA 8'6"4 21'0"8 4X4(B2) I Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maxiirum 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): 0.058 H 999 240 Loc R+ / R- / Rh / Rw / U / RL B 858 A A /480 /520 /135 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.109 H 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.025 H - - G 783 /- A /406 /468 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.047 H - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.16 ft Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.289 G Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.491 Bearing B a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.149 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.20 A - B 23 0 D - E 814 -1068 B - C 1039 -1529 E - F 831 -1189 Wind Duration: 1.60 WAVE Lumber C - D 860 -1227 F - G 986 -1430 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP 93 :Rt Wedge 2x4 SP #3: Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1377 - 913 H - G 1265 - 834 I - H 1088 - 651 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 291 - 320 H - E 268 -132 D - I 306 -142 H - F 255 - 227 �:. D - H 106 -104 o 047t,020011 a ai e �« TAT O -'AU 400155 5829 5D3D 9C X A4DE DE-796B'ED F9 inn exstti nea rixas exeausascx t ernes a^a aa�e>w lam wmtera,. P4 trr» 6Pe, ft871H7#en rhs �'s�at uam '�aroa+�9sga S7N✓i . �4AtnSAat7«nta3a a5�s3tW3es �t}Fs4ausare aixawl¢tact€PxcL CD7ait�0 x�x�3 mkd uxi x+n-a awSsrAxStmrmcodo rwss w vcf ucu on aay: eaas ��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 ComponentSafety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary mr�, 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 a�entc, uc as applicable. Apply gates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to P drawings 16DA-Z for s�andard 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 professionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. P­ mnro ininrmnlinn ... ihic ,nh'c no 1 nnine noon Dori ihoen wnh cR. Al PIMP- un.wu W..ihv nnm• TPI- — W—f — CRf:A- u"n"u ehriv1i f- --- Irr.- wu,w. i—f. SEQN: 704619 / T10 / HIPS Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 1 4EH13 Hayden-2605 "H" OL /DR Horton 14EHB Hayden-2605 "H" OL ,DR Horton Wgt: 112.0 Ibs Truss Label: B2G T 10"t 14'8" T '�' 310" 'I 3'10" =5X8 1112X4 =5X8 C D E r S DRW: / ... 10/10/2019 21'0"8 6'4"8 T ,2 5 p � F- 1-4X6(A1)B ayi A J I H G 1114X4 =7X8 1114X4 SEAT PLATE REQ. 21'0"8 1, I 7'1"12 7'1"12 3'8"4 I 3'8"4 10,10" 14'6"4 6'6"4 21'0"8 Loading Criteria (psi) 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): 0.127 D 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.238 D 999 180 J 1614 /- /- /- /967 P BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.034 G - - F 1590 /- /- /- /932 /- Des Ld: 00 EXP: C Kzt: NA HORZ( TL) 0.063 G - - Wind reactions based on MWFRS NCBCLL: 0.0 Mean Height: 19.74 it Code / Misc Criteria Code Creep Factor: 2.0 J Br9 = 8.0 Min Req = 1.9 .00 Soffit: 2.00 TCDL: 4.2 psf TCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.568 F Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.704 Bearing J is a rigid surface. Bearing J requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.252 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A- B 23 -21 D - E 2011 -3429 Lumber B - C 2026 -3418 E - F 1904 -3205 C - D 2011 - 3429 Top chord 2x4 SP #1 #1 Botchord2x6We SP Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties B - I 3-18H - G 2-169 (J) Hanger Support Required, by others 4 I - H 3133 33 -1825 G - F 2888 88 -1694 Loading #1 hip supports 7-0-0 jacks at left and and 64-8 jacks Maximum Web Forces Per Ply, (Ibs) at right end. Jacks have no webs. Webs Tens.Comp. Webs Tens. Comp. Wind XtQ C - 1 662 -222 H - E 646 -3q,0 Wind loads and reactions based on MWFRS. A�� � 1< y C-HD - H 337740 _2G - E 461 -106 a Wo 047182.* 5 s � r w:am $TAB"- O 40035B S8285D 3D 9L X A4 DE DE 7968 E0 F9 retssttaaAttxrt�s arm€are,srsrg¢�,mta aan �aueuo)rwruaszxmeaa, aeSrf+AssYtzrsii.,rsvx3a 4t£n�decg�snf t3ssEurasssrtarmat,YaansfGraa s4�rmegx�d uafx8 NIj 11A SCR: J4'Sh4fRi;r1i30f Y M3t 11Y W2 LY P<I{IYA`S Gh S6 jt�aLi(fl1 t: ark . —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, b TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary mray, bracing per BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property site hetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,ouenrs, uc as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. kefer to Y drawings 16CA-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 ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al 1neitw.com• TPI: www.t insLor ; SBCA: www.sbcindus .com• ICC: www.iccsafe.org SEQN: 686472 / T33 / COMN Ply: 1 Job Number: 36CS0053A I FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR'Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 36.4 Ibs Truss Label: L1 .. / ... 10/10/2019 T 1 5' 10, 5' 5' d r� C=4X6 ii i cn•t T fV 1 SEAT PLATE REQ. SEAT PLATE REQ. 10' 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI 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): -0.016 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.023 F 999 180 B 433 /- A /272 /205 /79 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - D 433 /- A /272 /205 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.007 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.320 D Brg Width = 8.0 r Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.078 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FTlRT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 810 -638 Lumber B- C 609 -638 D- E 19 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 575 -620 F - D 575 -620 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 - 48 'No 04. , OF n T . ':_ . a ',. COS - $057:Sit'r6283t)3D�3CA4t7t?DE7968'Eiif9 :€weime.+ancasn{eggaea'a�nasma�ssasxeeA:sanxsoL F%ttA-��iYlffii�3 �' »aGnrtw:e�a L3N&1 SeA?+fin4sdx4klitGG:a P3bi?Y'34Ly�i� C�§f44+�Mi$0s96t4S4a"2�L �$3@,'. 9i'a`t aYStOd m°.d A3YsS+AMAttiAYYab`�i6�'@rt#aJ3Yb tisaA?ieII d6,i�S8&RAfki§SC "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, handiin 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 arr�v bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeAy attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insial!ed per BCSI sections B3, B7 or 810, otn �onanLs, uc as applicable. Apply plates to each face of truss and position as.shown above and on the Join f Details, unless noted otherwise. (tefer 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 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 ANSI/TP1 7 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 .mm' ICC: www.icrsafe.org 0 In SEQN: 704528 / T43 / HIPS Ply: 1 Job Number: 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 47.6 Ibs Truss Label: L2G .. / ... 10/10/2019 3' 5' 7' 10, 3' 2' I 2' 3' 12 4 III 4 C=4X6 =4X6 E Ul _ =2X4(A1) B F=2X4(A1) s � T 3"15 Li Li G J I H 1112X4 = 3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 10' 1' T' 3'1"12 1'10"4 "12 } 1'10"4 1 3'1"12 3' 1 5' 6,10"4 10, Loading Criteria (psi) 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): 0.023 D 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.042 D 999 180 B 493 /- /- /- /241 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 H - - F 493 A /- /- /241 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.011 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES 'Max TC C..1: 0.094 F B Width = 8.0 Min Re r9 q = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.172 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: 0.067 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: 18.02.01A.0205.20 A- B 19 -14 D - E 430 -986 Lumber B - C 390 - 885 E - F 390 - 885 Top chord 2x4 SP #1 C - D 430 -986 F - G 19 -14 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading #1 hip supports 3-0-0 jacks with no webs. B - J 818 -353 I - H 830 -351 J -1 830 -351 H - F 818 -353 Left side jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks Maximum Web Forces Per Ply (Ibs) have 3-0-0 setback with 0-0-0 cant and 0-0-0 Webs Tens.Comp. Webs Tens. Comp. overhang. y#� C- J so 0 I- E 176 -82 Wind C- 1 176 -88 H- E 80 0 Wind loads and reactions based on MWFRS. � 1. rg.a D - I 99 -116 .40615559283Q309C3CA4DEDF-796B'EG F9 ,.. -aH4 iRPYt9"94G1t3%QtL%RT�°k6�.�'44�sYffi�t.E4Std 6Y 3�h3 sviY.f34%b.'Ui Pita, OL �A7192jsat 46se �Bba YnPftSYm uss`sRz'd8�A.1 mc4AaraRfaa v,ow. AkCtPk%r4 W _d IM 5:A4... c, 94ft t6atierk ua.ssysacgrea :. **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, handlingshipping, installing and. bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) y saety practices prior to performing these functions. Installers shall provide temporary rnrey bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attache. 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 omronents: ur. 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/TPI 1, or for handling, shippih , installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of grog ssiona� 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. Far more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustrV.com; ]CC: www.iccsafe.om • SEQN: 704627 / T12 / HIPM Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DRHorton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 88.2 Ibs Truss Label: MEG / ... 10/10/2019 5'9"8 i 9'11"B 13'8"4 17'8"8 J1�i' r 519"8 47 3'8"12 } 4VA 12 =3�X4 1112X4 1112X4 =5X6 =5X10 SEAT PLATE REQ. 18, 1 + 5'11'A + 3'812 I 4'0"4 } 4'0"4 5'11"4 918.1 13'8"4 17'8"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wand 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): 0.116 J 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.216 J 984 180 B 1190 /- /- /- /567 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.02E H - - G 1233 A A /- /566 !- Des Ld: 37.00 EXP: C Kzt: NA HORZITL 0.053 FI - - ) Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft Code / Mir ;Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code:. BC 2017 RES Max TC CSI: 0.357 G Br Width = 3.0 Min Re 3.0 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.551 Bearings B & G are a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: No Max Web CSI: 0.839 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specked Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wand Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A- B 19 -14 D - E 965 -2117 Lumber B - C 1307 -2816 E - F 965 -2117 C - D 1325 -2902 Top chord 2x4 SP #1 Botchord 2x4 #1 3 Webs 2x4 SP #3 We Maximum Bot Chord Forces Per Ply(Ibs) :Rt Bearing Leg 2x4 SP #3: Chords Tens.Comp. Chords Tens. Comp. Loading B - K 2630 -1206 J-I 2900 -1344 K - J 2660 -1211 I - H 138 -75 #1 hip supports 5-9-8 jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Wand loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. C - K 412 -65 E -I 326 -395 s�fl$Y# C - J 271 -128 I - F 2203 - 990 6� ff+'AieWm< l J- D 129 0 G- H 71 0 D-I 429 -885 F-G B58 -1506 40 0151158 2851)31) 9C X A4DE DE796B'EO F9 rrmaasssratsmtataxt¢mnusaptyraaucs zzzan e1-1e 0,4 >R PL tx, a4e' 10%dteumlho abm wig sswi actaataenoentaia T.b=xategaenrftdwme'a mW1Cc»sb M4 eaw6 VA ex W wo eta IA,erAmtxatimn ft0"th4 VO.W-.4dttuwak **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 g SBCA)1o� safety practices prior to performing these functions. Installers shall provide temporary bracingTer BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, nm mlenm uc as applicable. Apply plates to each face of truss and position as shown above and on the Jpinf Details, unless noted otherwise. Refer to n drawings 16CA-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 processional 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 ANSI/TPI 1 Sec.2. For more information see this'ob's aeneral notes page and these web sites: ALPINE: www.al ineltw.mm; TPI: www.t inst.or • SBCA: www.sbcindus .com• ICC: www.icesafe.org I SEQN: 704621 / T18 / MONO Ply: 2 I Job Number: 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ;DR Horton DRW: Wgt: 37.1 Ibs Truss Label: MG1 .. / ... 10/10/2019 Loading Criteria (psf) TCLL: 20.00 TC D L: 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 2x6 SP #1 Webs 2x4 SP #3 r 4'215 A_ T 4215 2'9111 =2X4(r F SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.95 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Nailnote Nail Schedule:0.128"x3", min, nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Du;.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at 0.00 to 55 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 164 lb Conc. Load at 1.09 BC: 1590 lb Conc. Load at 3.06 BC: 783 lb Conc. Load at 5.06 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. 7' 41"3 + 21013 4'1"3 T Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): -0.015 E 999 240 Lu: NA Cs: NA VERT(CL): 0.027 E 999 180 Snow Duration: NA HORZ(LL):-0.005 E - - HORZ(TL): 0.009 E - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.175 TPI Std: 2014 Max BC CSI: 0.506 Rep Fac: Varies by Ld Case Max Web CSI: 0.387 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 40015B 5B285D3D9C3L A4DE DE 7980 E0 F9 :rosecgxrocmcroscnesxrmscsa}s�+gwrs am eszx�nnYasar�,asiaasxesea, Pr (s3. LY.9arsaf 6445 �4 showniikYYa as�5�x SNlk1 sv�cmtkaz�sc®ia sYc��dte�a3ea rA dsaetaua><rauara+usrcec:at;.:,ra sa3art uafsG mitCe.S'1A•3RQtttA�TatImSCCCal63Gt$a wdt� m azrs: <icctr¢nic i I ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 1509 /- A /169 /908 /124 D 1484 !- A /166 1914 A Wind reactions based on MWFRS F Brg Width = 8.0 Min Req = 1.5 D Brg Width = - Min Req = - Bearing F is a rigid surface. Bearing F requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 764 -1252 B - C 20 - 29 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 1151 - 697 E - D 1097 - 666 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 1017 -580 C-D 60 -28 B - D 777 -1279 "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 f Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o7herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 of p10, e._ Appy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise, refer to a division of any fis drawing,any failure to build the on this drawing or cover page Le design shown. The suitability mtey ornponenrs, uc SEQN: 704629 / T25 / VAL Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW. Wgt: 15.4 Ibs Truss Label: MV1 .. / ... 10/10/2019 12 R 4'1"14 i 4'1"14 J r 4'1"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PBF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl 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): -0.004 C - Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.005 C - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.68 ft TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: .0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.151 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.146 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.088 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified 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 #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. ♦ Maximum Reactions (Ibs), or'=PLF # Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 75 /- !- /45 /28 114 - Wind reactions based on MWFRS - D Brg Width = 49.9 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ihs) Chords Tens.Comp. A-B 26 -64 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 127 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 166 - 93 40015BS8285D3D9C3CA4DEDE796BEOF9, . mmxrsasa�as aruvaacasycBnnm mm aaz�ceYzaamssa�xnarcxet, PE {i%. t�.9471ffi21eri 15cvxtaaAaKa�L+Lv®s�11171i�.i siAcssi%'xUm�sQ9a i4ffi',�$Cspi:IICr Sii5Q4V32CCdd€iMACCASi.'�ABL tiBd9¢$� 5:1�5$ #dt �4NA*$MaYLSt,Y6ftIfBlCq'}IIlAuit�9 Wff�� M39(k90LU5Te"C Co9Fes• "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 ComponentSafety Information, by TPI an SBCA) ion sa ety practices prior to performing these functions. Installers shall provide temporary n»el bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeAy attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om onents, 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 Y 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 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.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .win; ICC: www.iccsafe.org FROM: JAH 31 / T27 / VAL Qty.11 14EHB Hayden-26 50' H3OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 11.2 Ibs TruJobss Label: MV2 12 5 L !- 2' 1"14 2' 1 "14 2' 1 "14 ii l 1 DRW: D. / ... 10/10/2019 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.010 B 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.011 B 999 180 D' 75 /- A /42 /21 /11 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): 0.004 B - - D Brg Width = 25.9 Min Req = - NCBCLL: 10.00 Mean Height: 21.10 ft Code / Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Suint: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.040 Maxinium'Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -17 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Lumber A-C 59 -1 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes t See DWG VAL160101014 for valley details. 40015S 5828 5D3D 9C 3C A4DE DE 796S'ED P9 :ramsrrarsnasreara�e7a^;yt�ar nrsaag az�rmas�s�uv� �$ gTi. tiC. #471ISE�Y'� SR.b�Aa@3�if,�25NA-.i �6?t5CdK314A3R. �dcc'?�im3 tF� ttarn�4 :gnx4an9 cxa�d —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) for safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per sections B3, B7 or 610, nm.orre»rs. 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 t 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 handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro ssiona engineering responsibility solely, for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For moreinformation see this mob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o • SBCA: www.sbcindust .com; ICC: wwwkwafe.o SEQN: 704587 / T14 / EJAC Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 22 4EHB Hayden-2605 "H" OL /DR Fl6rton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 22.4 lbs Truss Label: EJ7 .. / ... 10/10/2019 SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 19.74 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 #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deft/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):-0.015 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.497 TPI Std: 2014 Max BC CSI: 0.362 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 f:r 0 40M5858285D3D9CXA4DEDE I968E0 F9 rnn�mmansmsu eruua�sez ts�xs mm..awc aVmrruei rasnnat; R[ {it. i& 9{7377 f an ta@ E2M Si�wa a$a'ra w�iR a 5NR.1 xS�mtwatiantaa 7t`a��E W>�Citrl5Raaa�s�3i �^amc3es'nd:.ra& ffi�atBa�3 zar� mldva sue: sxpwaasauencakaasaa^aLe neaNxid on mpei�rsraz eat+€as. C in 1 ♦ Maximum Reactions (Ibs) Gravity - Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 334 A /- /234 /169 /174 D 126 A /- /98 /25 A C 169 A A /63 /155 A Wind reactions based on MWFRS B Brig Width = 8.0 Min Req = 1.5 D Big 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 23 0 B-C 65 -127 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, 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 BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properfy id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins �ailed per BCSI sections B3, B7 or 1 10, B. Aril olates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to a division of iri i,orfor.n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rrncy onrport�nt,, uc SEQN: 704607 / T22 / EJAC Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 23.8 Ibs Truss Label: EJ72 DRW: .. / ... 10/10/2019 C 12 5 co in ce) 0 B -v 2X4(A1) T 4"1 A D SEAT PLATE REQ. 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA ♦ Maximum Reactions (Ibs) Gravity Non -Gravity 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: 19.54 it Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.012 D - HORZ(TL): 0.020 D - - Creep Factor: 2.0 B 402 A A /308 /222 /194 D 124 A A /96 /19 /- C 162 /- /- /56 /147 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.472 B Br Width = B.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.352 D Brg Width = 1.5 Min Req = - C 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 B is a rigid surface. Loc, from endwall: not in 4.50 it 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: 18.02.01A.0205.20 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 B- C 62 -125 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Mi UG 047102�. w STATE OF 4 � SERIAL p 4OM555829 5D3D 9C X WE DE 7860'ED F4 ramatamnasmaensuataasx zv Al'ttam amnia Xjtweet manna: Min. tit"nai=taa dwab abmuzipOwl r ftdal'ul daged": Ai '" trm VA' ewAba vm tita of aapa8a nU" ayiaa. "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, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary array bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown forpennanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om �onants, uc as applicable, Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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 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 ANSUTPI 1 Sec.2. Fnr mom in/nrmnfinn mo this inh'e nnnnrnl nnlne noon noel Ihnm wnh cilne• Al PIMP- f.........• I 1........:.....,s., ..... SEQN: 704530 / T29 / EJAC Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 19.6 Ibs Truss Label: EJ6E 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 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: 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. iE1K • ., Snow Criteria (Pg,Pf in PSF) Defl/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): -0.008 D - - HORZ(TL): 0.014 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Cede: FBC 2017 RES Max TC CSI: 0.316 TPI Sta: 2014 Max BC CSI: 0.237 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 No 047182 a` m. STATE OF . 40M5B 58285D3D 9C 3C A4DE DE 796B'EO P9 Kffi4ELBYCand4a,II&i4 /G�if4h 94ri9M�'b,P L4L3�P3 LSMYffit£A PC iB..:ia. Y173S➢kan t38 aateaR »a ia. s�,a DWI asaEa�:xWa*it43m Pt' $atq.&5tl4 tr�Saa enS �a�scamaS:aeC 4ud VA MW �� &�Sa�anCeaumemfe entra26a vw kt� w myeiastmnY agd¢a 1 DRW: / ... 10/10/2019 C N zO N ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 288 /- /- /214 /124 /98 D 102 /- /- f79 /15 /- C 136 /- /- /60 /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 19 0 B-C 43 -82 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 sh!pping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeify ;;id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or t310, de. Apply Agates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 50A-Z for standard plate positions. any failure to build the g or cover page m. The suitability rnrey omp111111,•. ❑c SEQN: 686474 / T44 / EJAC Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 3 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" COL ,DR Horton Wgt: 12.6 Ibs Truss Label: EJ3 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: 1D.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: 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 Wind Member design based on both MWFRS and C&C. 12 4 F_� SEAT PLATE REQ. 31 3' C Snow Criteria (Pg,Pf in PSF) DefI/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): -0.002 D - - HORZ(TL): 0.002 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.171 TPI Std: 2014 Max BC CSI: 0.072 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 40015858285D3D9C 3C.A4DE DE796S ED P9. lY63!ffiTn84pibffiRri Qldi'ECa"ffi,4ES�`$9i99 iS91f�Ci¢ARi��3 ffi4&TY4S$j PS.{TS, iix. flS7fSljcn3%s StID�a3Yra�k s3a S5dg3 as3�cnWka'Gcmtalc. m9�rcd4��i�t�ts awadl4[f�eAs�na?�a@&�zSad Xm9 lS3.a'a1,@eA b:�fkx6�'d3i�x<HI�@ APllffit!s eWA7r'hJ OAtJBQyd�a2di`dA�S iL4�3. 11 LO Fh III DRW: D. / ... 10/10/2019 T ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 190 /- A 1151 /87 /57 D 49 /- A /38 /7 A C 62 /- A /25 /43 1- 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 19 0 B-C 20 -61 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 vqice extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the IFtest edition of BCSI (Building f Safety Information, b TPI an SBCA) fog 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 pro any ling gg!d' ceiLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 orB10, ale. 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 failure to build the g or cover page, in. The suitability uney omponern:+: ur Lee SEQN: 704540 / T17 / EJAC Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR,Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 14.0 Ibs Truss Label: EGE .. / ... 10/10/2019 1'6"12 2' 1'6"12 151141 12 4 � D 1112X4(** C T 2X4(A1) B y- HB 3"8 �s A � M 111112X4 F 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 Plating Notes (•') 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. �2'� 1' 51 1'6"12 121 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 F - - HORZ(TL): 0.000 F - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.130 TPI Sid: 2014 Max BC CSI: 0.013 Rep Fac: Yes Max Web CSI: 0.034 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 M 400155 SS285D3D 9CX A4DE DE 7963 EX) F9 ¢ Wmsasasaaaaraamrx Vfvr vm saars:a aV Mx 'mtuxaecA. nwa4nt%aaan4oia rt4t;rUwased tldadWXVMawaftticMdd=C ugntIZA sasb3 WA b4 S-wl a%hwduomcad4 m abb W&*9 Maaygu amk ♦ Maximum Reactions (Ibs), or "=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL E' 104 A A /80 /51 /21 Wind reactions based on MWFRS E Brg Width = 24.0 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Fiy (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 C-D 0 -5 B-C 7 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 2 -1 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 111 -39 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and SBCA) toy 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 propperty did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, Ile. Apply pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to 60A-Z for shandard plate positions. a division of ITW Buildin Componehts 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 ;e of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: w .alpineitw.eom; TPI: w Apinst.org; SBCA: ww.v.sbcinduslry.com; ICC: w .iecsafe (rift's/ onrponenrs. uc SEQN: 704581 / T11 / JACK Ply: 1 Job Number. 36CS0053A FROM: GLM City: 8 4EHB Hayden-2605 "H" OL /DR Horton /4EH13 Hayden-2605 "H" OL ,DR Horton Wgt: 16.8 Ibs I Truss Label: CJ5 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 T y SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.33 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.d0 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. :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):-0.007 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.287 TPI Std: 2014 Max BC CSI: 0.176 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 4001535628SD3D9C3CA40EDE796aE0r9 rc#Xt1i£iet8xbcche13tk5YatF - ?i��a2&a0y k9ada'z43 $tut&€&, e£�#i.i�, �9Yfl`yj 4DT9�k�ffiSP�5A�9YID i�aS&4&l ffiat�lpm'�k. @?"Si'.ffi@£�#T Ufth�L'GS44C6fl1?d'9 mA3 �ds''HI9 599�� CfR SPe&•: i }iLYP�{IR436k W5 ffi2 53 LYA�ffiS tti m569�1fWY3.: C DRW: D. / ... 10/10/2019 M CN 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /189 /133 /128 D 89 /- /- /68 /17 /- C 117 /- /- /43 /106 /- 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 23 0 B-C 45 -100 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 Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSF(Building Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy - BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, 'Ie. Appfy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. , L2efer to 60A-Z for standard plate positions. a division of ivi 1,ortor r acceptance any structure its drawing,any failure to build the on this drawing or cover page is design shown. The suitability unc4, ompotrents, uc Lee SEQN: 704597 / T9 / JACK Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR -Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 18.2 Ibs Truss Label: CJ52 .. / ... 10/1012019 T 6 SEAT PLATE REQ. C N M 2' 5' J rd 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI 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): NA Loc R+ / R- / Rh / Rw / U / RL B 335 A A /269 /190 /149 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 D - - D 86 A A /73 /10 A Des Ld: 37.00 EXP: C Kzt: NA TL HORZ 0.006 D - - ( ) C 107 A A /32 /96 /- Code / Misc Criteria NCBCLL: 00 Mean Height: 19.12 ft Creep Factor: 2:0 Wind reactions based on MWFRS Soffit: 2 . 00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.395 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: 0.169 D Brg Width = 1.5 Min Req = - C Brg Width = Min Req = - Spacing: 24.0 " P C&C Dist a: 3.00 ft 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 Spa c.i ied 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 s n m Cho . p. p. Lumber A-B 44 A B-C 41 -97 Top chord 2x4 SP 91 Bat chord 2x4 SP #1 Maximum eat Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 400153 5828 5D3D 9C3C FADE DE 796B Et) F9. n4II �Yi9TaiYffi'3E&9YC'£it2;%iLYu°}:�N'u:1.A��9#4'9 �f 0Rffi9'NS3lH2PYYd4tj aatre.a�. �s"sa�akeas she esraabc,enax�sga i 2rsrs:d aitAas�aa rmt a+t�a mfid ataoz - .. anzmaae*eh�aar#�a anu�ttdsx�c mays. **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 r3 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rm�r bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachetl rI id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, oar onenrs. 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 p drawings 16OA-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 drawingg 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 ANSI/TPI 1 Sec.2. Far mnm iafarmafian ear fhic iah'c nrnwral antra nano and fh— —h _ iHr Ai PINP wuw_aW..ilur_— TPI- w tninM am, SBCA vwnvsb6ndustm-eom, ]CC, Hrvw.ic afe-om SEQN: 704532 / T24 / JACK Ply: 1 Job Number. 36CS0053A FROM: JAH Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 16.8 Ibs Truss Label: CJSE 17 SEAT PLATE REQ. 1' 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA DRW: / ... 10/10/2019 C T ILO ♦Maximum Reactions (Ibs) Gravity Non -Gravity 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 pit Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.006 D - - HORZ(TL): 0.009 D - - Creep Factor. 2.0 B 259 A A /196 1113 /86 D 87 A A /67 /13 A C 116 A A/50 179 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES M,,x TC CSI: 0.245 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: 0.173 D Brg Width = 1.5 Min Req = - C 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 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: 18.02.01A.0205.20 Ch d T C Ch d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. or s ens. omp. or s ens. Comp. A-B 19 0 B-C 37 -73 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 $QU535828 030 K 3C"a DE new F9. rflMi'�HeR3fficM eaxsaa�n±�y�ysrzs ss�aay'rs+asima+svaas; P8.3F$• 63a.IId9FAa}� 4kc �arv+.6R�ana�a�cs 1 �i�P�D�zor£?�ff44racCE11�'aasciC�" es<`�z9 and 5&aSsd a�d�EFAi Gaco9II9z+z^.tffi�zaxit�5 asam7d¢t'drcx� **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)1o� safety practices prior to performing these functions. Installers shall provide temporary Gnler, bracing per BCSI. Unless noted o3herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, orn ouenn: us as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to P 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 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 gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this inh's nenami nnfps nanr. anti ihr_ea —h sif— At PIKIP — am -Nw — TPI• u IninO rim• RRr:A• uiunu ahrinriiiely nnm• Ir:r:• uiuw i—fa nrn I SEQN: 704512 / T34 / JACK Ply: 1 I Job Number: 36CS0053A FROM: JAH Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJSA , ... / ... 10/10/2019 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: 19.67 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: 0.10 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 :Lt Wedge 2x4 SP #3: Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. 19 B 4'44rr8 4'4"8 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 C - - HORZ(TL): 0.012 C - - Code / Misc Criteria Creep Factor: 2.0 13100 Code: FBC 2017 RES Max TC CSI: 0.256 TPi Std: 2014 Max BC CSI: 0.162 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 4DM5358283D3D 9C K A40E DE 7963 ED F9 tnxustnetxmams �$mina 4= traaecvnactra:aia ws� 9iVL"#47unjW tMdxaA—AA"*w9ta➢Ah4 A nSa'9fdatlCWM Rftadtopf"d"dwaadss#u MA W4 SVA3 #it34iPfdX#tlC 54O34 t*..4Stid#""a m w1d"Uwk -MI., C ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 164 A A /104 /70 /94 C 80 A A /64 /22 /- B 108 /- /- 143 /98 A Wind reactions based on MWFRS A Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 41 -90 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatin , handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, byy TPI an� SBCA) toF safety practices prior to performing these functions. Installers shall provide temposryry Ber BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins�alled per BCSI sections B3, B7 or t310, icable. Apply pplates to each face of truss and position as shown above and -on the Join�Details, unless noted otherwise. (Refer to Is 160A-Z for shandard 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 suitability 18 of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. rmty ✓✓✓ nnrporrents, uc SEQN: 704603 / T20 / JACK Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 8 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 12.6 Ibs Truss Label: CJ3 12 C SEAT PLATE REQ. 3' _i 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.003 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.91 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.145 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.085 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. 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40D1505020 5ND 9C3t.WE DE-7950 E0 F9 fRffi GSi9 tlilt EX49 6�ittft"6f56t .`�i$YII � tfi9&0 6i f 648Fu'@I L18f IQ.YR� �c{te. uc etrsmien tam eszsaE.oamaaava rases;a SttAai amtimczas� tw'a R�3E24kR{J6Y➢tsf (iffidQC61EClii �Y663C'd�63�HdffQld�a� fiVt`:ti &A� 9iamb3i$^i YeXi4tfaYat(cflC+YlQ Mu446a HtE'fNfP: M?AYkIKlLCBbL zgfilat. DRW: D. / ... 10/10/2019 T (M ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 191 /- A /147 /101 /84 D 51 /- A /40 /8 A C 63 /- /- /21 /57 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 D Big 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.Conip. Chords Tens. Comp. A-B 23 0 B-C 24 -86 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 byy TPI an� SBCA)1o� satQety 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 progpeny d�id 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 Join f Details, unless noted otherwise. hefer to a division of failure to build the g or cover page, m. The suitability ratty ontpaitttrs, nZ I SEQN: 704534 / T26 / JACK Ply: 1 I Job Number: 36CS0053A FROM: JAH City: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ3E / ... 10/10/2019 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. 12 4 E-,� SEAT PLATE REQ. C T T li min 3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L%# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 190 /- A /151 /87 /57 Snow Duration: NA. HORZ(LL):-0.002 D - - D 49 A /- /38 f7 /- HORZ(TL): 0.002 D - - C 62 /- /- /25 /43 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.132 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.076 D Brg Width = 1.5 Min keq = - Rep Fac: Yes Max Web CSI: 0.000 C Brg 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 (lbs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -61 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 0 04718 2.. ir _STATE 4 40D15559285D3D9C X A4DE DE 7969ED F9 rnss nm �a�x euavr�sssy rgsan a� arar� urr utacurr r�mi, . xdattantka�ccvc. arai 0R fYn-aafiara�tirstcodeesuwt�Es afJ'm°1 m x�deerxlvz "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 rmay bracing f�er BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, nentr, ur. om o as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise, kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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-fessronA 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 lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.ipinBt.org; SBCA: www.sbcindustrV.com; ICC: ww Jwsafe.ora SEQN: 704595 / T21 / JACK Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 1 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 14.0 Ibs Truss Label: CJ32 T i 2' 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: 18.70 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any 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. SEAT PLATE REQ. 3' Snow Criteria (Pg,Pf in PSF) Defl1CSI 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): 0.005 D - - HORZ(TL): 0.006 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: ,0.637 TPI Std: 2014 Max BC CSI: G.144 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 40015858285D3D90XA4DE DE 7968EA F9. rrorctmtteRasvausaaeeumcrtEaarfiE•g�aa nrm a.vsteV ��tutauaatetaa; 1'E{Tt.ik": aA73]3}� r�k�`x>41Aawr aWroa ce�s�a ENA+1 IR9'�tKnSeR4 f?b'P,rDCWtxselil�4aCarccn7 arartGltLMS�C.+aQffi�'iE�.t191az�Q u�i!$e.srl .}.. CS4atrsY3Df Ysrliad oteaRydalt asntas. A DRW: D. / ... 10/10/2019 T r _ti r ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 278 A A /243 1169 /104 D 47 A A /54 /18 /- C 45 A /- /18 /41 1- 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 44 0 B-C 17 -74 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, 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 mny bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attacheri ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, om nuenr:: 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 Y 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 gnawing for any structure is the responsibility of the Building Designer per ANSUTP11 Sec.2. PIy: Number I FROM: JAH 10 / T37 / JACK I �t111.2 Ibs Truss Label: -2605 H3OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: WgCJ3A/... 10/10/2019 V 12 B 5 ,. =2X4(P SEAT PLATE REQ. Ln 31 31 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 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): -0.003 C - Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.004 C - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.12 ft TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.186 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.099 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. 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. o 047162. x 0 x» TT 4001555928 5D3D 9C 3L A4DE DE 796E EO F9. crasenmrrxsroc+seuarreaex¢tc;raam:axszusmwar.��awiwaa, ►i;i�.Ifx.4l7t]a'faetAa2�clsamxi+aaraw.�a5xa.t xtAeaisatkmuea 'ar�stPdu9tasolti�eiucxeera�aootarmi�raa+�iu�ue sa�faa m�i t3M sNn-amxhrncKaalmsanda r�st5e �flfiei cry m�: eiseana�ic racka> ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 119 A A /74 /49 /63 C 52 /- /- /42 /12 A B 71 A A /28 /63 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 27 -91 Maximum Bat 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 qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, byy TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rnrey r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny ggid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, nnr orient;. uc rle. Apply Agates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. �tefar to P 60A-Z for standard plate positions. a division of ivi 1,Ortorn acceptance any structure us drawing,any failure to build the on this drawing or cover page. io design shown. The suitability SEQN: 704585 / T32 / JACK Ply: 1 Job Number. 36CS0053A FROM: DJH City: 10 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 11.2 Ibs Truss Label: CJ1 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: 18.49 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 Wind Member design based on both MWFRS and C&C. FI 12 5 � C 2X4(A1) B SEAT PLATE REQ. TT Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA . Ce: NA VERT(LL): NA co r DRW: D. / ... 10/10/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL Lu: NA Cs: NA VERT(CL): NA B 148 A /- /132 /96 /41 Snow Duration: NA HORZ(LL): 0.000 D - D 11 Al /- /19 /11 /- HORZ(TL): 0.000 D - C - A13 /- /27 /27 A Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES, , Max TC CSI: 0.145 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.016 D Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - gearing 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. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 25 -14 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4 41 v.. �. STATEO ,yarr 40015E 5828 5D3D9C3C A4DE DE 7968E0 F9 ram�maasrstnex.<rtm�ae�fia�tum smmraixf war+:asmsaxro,. Pt {f4. tk.9873L]fmti Wa ahicSEbid.�4#9'4 asks{a SSUui SttA.4kltGlt�.Stl�m 43°�P:BLCCgbttII{tf3"sdPtlisbitJYamG3 . q'1x1 4tuba sui S++A.la+nhrnt ailcw tm3c ea3mtLa antt�l m mykiear�ras **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) 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 property attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B1 D, om onenM as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. {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 professional engineerin 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 I Sec.2. P-- i,.f,.m.efln.. wee fhie i"h-e nonar.1 nnfne n— —1 these w h sites• Al PINF- ww Rinineitur— TPF v tninst-- SBCA�—hcindustm-- [CC, w i=afe.ore SEQN: 704613 / T4 / JACK Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 6 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton DRW: Wgt: 11.2lb. Truss Label: CJ1E / ... 10/10/2019 12 4 E-,� C 2X4(A1)B A D Loading Criteria (pst) 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 91 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl Ut 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 1 Bldg Code: FBC 2017 RES Max TC CSI: 0.133 TPI Std: 2014 Max BC CSI: 0.015 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 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 147 A A /133 /100 /29 - D 10 /0 A 119 /11 A - C - A13 A /26 /24 A Wind reactions based on MWFRS B Big 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 19 0 B-C 20 -9 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015B58283D3D9CXA4DE0E798BE0F9 .regsnasssers e�ura.re�ys�,asnaaA �sttaAv>aseyaf rnasaa� ptt�•• tu, 4a7iaiicA i4s 4smae�eaLviaw.asya sNa»i n�m�aticnca3a s�vsEatgUsol thz.dcrrwcararam�sez+nl�ss! u8ne?md €saks3 � � S:.tvi aufasuisezt7cnsWa rns�aEm veai{i+9 axs aayallatrea� s�m§ss. "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 bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty nney attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, ✓ as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. Refer to ompane»rs. uc drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any in deviation from this drawing,any failure to build the truss conformance with ANSI/TPI 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#essionaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTP11 Sec.2. cnr mn.e see fhie ;We nen 1 nnfn• e;'o Al WmI un.nu olninnilw rnm TPI- ,.w.n..fni—f nm• CRr:A• uunu ahrinrl„elry rnm• If:r• uw.wu ,meets nm SEQN: 704615 / T13 / HIP_ Ply: 1 Job Number: 36CS0053A FROM: GLM Qty: 5 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 37.8 Ibs Truss Label: HJ7 5'4"4 5'4"4 9'10"1 4'5"13 .1 DRW: / ... 10/10/2019 D 12 3.54 p - n N B =2X4(A1) a1 A =5X6F E 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: 19.74 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 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setbackjacks with no webs. Wind Wind loads and reactions based on MWFRS. 9 4"2 5"1 9'4"2 '1 &1 Snow Criteria (P9,Pf in PSF) DefI1CSI 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): 0.025 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 324 A A /- /198 A Lu: NA Cs: NA VERT(CL): 0.046 C 999 180 Snow Duration: NA HORZ(LL): 0.008 F - - E 368 A /- /- /121 A HORZ(TL): 0.015 F - - Creep Factor: 2.0 D 206 A /- A /216 A Wind reactions based on MWFRS Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.382 B Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.609 E Brg Width = 1.5 Min Req = - Rep Fac: No Max Web CSI: 0.311 D Brg 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. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 8 -6 C-D 65 -70 B - C 557 -673 40MSB 5828 SDBD9C X A41)E DE 7968 E0 F9 .rnasEtamroaameear ®g�uamz axsxceysaaruaiarsa.txff. nut. 111.u7mfi otm a6 maLavoaw gasipi acxAm-tyAtw. ftftdapmra tksdauems aza,xam sT CarowlArdmul MW exisxnzAlti Yaisene MWAb. W1W.S maa{elWW4 teaks. Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-F 647 -518 F-E 0 0 Maximum Web Forcers Per Ply (Ibs) Webs Tens.Comp. C - F 553 - 691 , —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "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, b TPI and SBCA) or 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 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 Joint- Details, unless noted otherwise. kefer to 60A-Z for standari plate positions. a division of irr •r,ortor n acceptance any structure .is drawing,any failure to build the on this drawing or cover page ie design shown. The suitability miey oraponenrs, uc it SBCA: A Job Number 36CS0053A I FROM: JAH 25 / T1 /HIP— I gt 11 Ibs Truss Label: -2605HJ6E H" OL /DR Horton 14EHB Hayden-2605 "H" OL ,DR Horton I DRW:/ 10/10/2019 I 12 C 2.83 p T I rn CV zo :Ei2MI(Al) B N N A E D SEAT PLATE REQ. 811119 �1 811119 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 E 247 A A A /126 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 D - - D 120 /- A /23 A A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.036 D - - C 261 /- /- /- /199 /- NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 . p Wind reactions based on MWFRS Soffit: 2.00 TCDL: 5.2 psf gCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.781 t E Brg Ndth = 10.6 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.468 D Brg Width = 1.5 win Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Bearing E is a rigid surface. Loc, from endwall: NA FT/RT:20(0)/10(0) Mfg Specked Camber: Bearing E 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 Chards Tens.Comp. Chords Tens. Comp. Lumber A - B 10 -7 B - C 60 -46 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chard Forces Per Ply (Ibs) Loading Chords Tens.Comp. Hipjack supports 5-9-0 setback jacks with no webs. B - D 0 0 Wind Wind loads and reactions based on MWFRS. g o 04718 �` � aft • .a STATE O * 40M5558295D3D9C3t A4DE0E 796SED F9 'reusiesm ttasrsexs sraYse�scrxyraynox mnm ees»s ey raar+aa� ananszra, pE (iR. UC, tl873b1 S � 3�s Catc iRfiwA Ana •:�'R a SkN 1 acwiattzaric�so3m i'16P,6Gt49iII3tl3 tfi5d`GW6G£f'$ardUOiCSltSi�Jri'L i�"fttla{t1 ¢@i$Pd and S31@ 5:,A4 tW}.YfrtKatfGn(C$an"Gt�6A VYtitsd or.wyYlcsvessk LCyfaa. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWNG 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) y safety practices prior to performing these functions. Installers shall provide temporary anc5 bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fZefer to onrparenr,, 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 engineerinBg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the uilding Designer per ANSUTPI 1 Sec.2. For more information see this 'ob's general notes page and these web sites: ALPINE: www.al ineitwxarn; TPI: www.t insLor ; SBCA: www.sbcindust .corn• ICC: wwmicesafe.cra SEQN: 704524 / T42 / HIP_ Ply: 1 Job Number. 36CS0053A FROM: GLM Qty: 2 4EHB Hayden-2605 "H" OL /DR Horton /4EHB Hayden-2605 "H" OL ,DR Horton Wgt: 15.4 Ibs Truss Label: HJ3 DRW: D. / ... 10/10/2019 2.83 p C N_ 2X4(A1) B 3 A E D SEAT PLATE REQ. VY 412113 4'2"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI 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 E 83 /- /- A /46 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - D 29 A A /5 /- A EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.002 D - - C 62 /- /- !- /47 /- Mean Height:.15.00 fitCode/ Misc Criteria CreepFactor: 2.0 Wad reactions based on MWFRS NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 TCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CS,I: 0.078 E Brg Width = 10.6 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CS!: 0.056 D Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing E 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 Top chord 2x4 SP 91 A - B 6 -4 B - C 14 -11 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Hipjack supports 2-11-8 setback jacks with no webs. B - D 0 0 Wind Wind loads and reactions based on MWFRS. gg yy"" ��ppyyxxy ♦ b ��3.�SDiI)f8$tp���� i1` Y No 047M. 'QSTATIt OF � 40015B SBU 0309C K A4DE M 746B FA Fe' WA alm B§Bs—eya znan�jov� - �cnuu rry+a�ru�ri uacr ' VE VL az 447mitb of 6"uQat�t". m "+pa W'l mRAcid�atic�SWa cHn�8tr4+wxo{tY3stiaussstaarw3ecv�3s�^xa1 ffpna.Bur4 saxtad mgti4&+V4.,! Yif4f3Y:3tlLLfCo?a itti32�l tYtl 3Ki3Ay'glatllG(44L' ccpka **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabriceting, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building non Safety Information, b TPI anc� SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporarryy rrrrey per BCSI. Unless noted ohenvise,top chord shall have property attached structural sheathin and bottom chord shall have a propeAy d rigid ceiling Locations shown for'permanent lateral restraint of webs shall have brecing insgalled per BCSI sections B3, B7 or 810, icable. Apply plate. to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. fZefer to omporrents, uc Is 160A-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 profess ona 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. Gable Stud Reinforcerient Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed; 'Exposure C, Kzt = 100 Or, 140 mph Wlnd Speed, 15' Mean Height, Partially Enc:osed, Exposure C; Kzt = 1.00 qr--' 140 mph Wlnd Speed,145' Mean Height,. Enclosed, Exposure D, Kzt = 1.00 fir, IPA nr,H Wln.d 'Q' a ,l 1C' Menn Wn1-&,+ Do +loll.., p'..-1--- A r-------- n Iles+ 1 nn S 2x4 Brace Gable Vertical Spacing Speeles Grade No Braces <i) .ix4. 'L' Hrace ■ ' (1) 2x4 'L' Brace,x (2) 2x4 '.L' ,Brace. x, 0) 2x6 '•L' Brace, m <2). 2x6' 'L' Brace ■ Group A Group B Group A Group B Group A Group B, Group A Group B Group A Group; #1 7 #2 3' 10' .6' 7' 6' to' _. 7' 9' 8 1' ._ 9' 3' 9'. 7' 12, of 121 8' 14' 0' 14' 0' U 0 S P F #3 3' a, 5' 9' 6' 2' 7" 8' 71 11' 9' 1' 9' 6' 12' 0' 12' 6' ' 14' 0' 14' 0' Stud 3' a, 5' 9'.. 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' Standard 3' 8' 4' Ill 5' 3' �6' 7' 7' 1' 8' li' 9' 6' 10' 4' Ill 1' 14' 0' 14' 0" Q% #1 4' 0'. 6' 85 6' 11' 7' 10' 8' c' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' —i S.P F #2. 3' 10' 6' 7' 6'.. IV 7''9' 8' 11• 9' 3' 91 71 la, 2: 1 18' 0' 14' -0' 14' 0" #3 3' 9' 5' 3' 5' 7' 6' 11' 7' .5 = 9' 2' 9' 7' 10' 11' Ill 8' 14' 0' 14' 0' .. Stud 3' 9! S' 3' 5' 71 6' Ill 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0'. 14' 0' Standard 3' 6' 4' 71 4' 11' 6' 2' 6' 7' 8' 4'.. 8' 11' 9' e' 10' 4' 13, 1' 14' 0' . U 4-> U O S P F L I H #1 / #2 4' S' 7' 6`. 7'_9' 8'.10'. 9' 3' to' 7' 11' 0' 131 il' 14' 0` 14' 0'- 14' 0' #3 4' 2' 7' i' 7' 9' 8' 9' 9' 1' 10, 5.' 10, 10, 13' 9' 14' 0• 14' 0' 14' Of Stud 4. 2' 7: 11 71 61 81 91. .9' P 10, Y to, 10, 13'' 9' 14' 0' 14' :0' 14.' .0' Standard 4' 2' 6' 1' 6' 5' 8' 1` 8'.8' 10'' S' 10, 10, 12, 8' 13, 7'� 14' Of 14' 0" #1 '4' 7' 7' 7" ' 7' 11' 91,p' 9` 4' 10, 8' llr 1' 14:' 0' 14' 0' 14' ;0' 14' 0' ` S P #2 4' 5' 7' 6' 71 9' 8' 10, 9' -3' 10, 7' 1 Ill 0' 13' 11' 14' '0' 1,4' '0' 14' 0' #3 4' 4' 6' S' 6' 10' 8' 6' 9:' 11• 10' 6' , 10< 11' 13' 4' Y4''0' 14' - 0' 14' 0': ICU-0-1 —' . D F L Stud 4' 4' 61' 5' 61 10' 8' 6' 9' 1" 10' V 10', Ill 131 4' 14' 0• 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 101,12, 10' 10' 111 10' 12' 7' "141' 0' 14' 0' #1 :/ #2 4' 10'_ 8' 3' 8' T 9' 9' to, 2.' 10' T t2' 1' 14' 0' 14' 0' 14.' 0' L4' .0' d S P F : #3 4" 7' 8' 2' 8' 5' 9' 8' 10, 0' 11" 6' 12' 0' 14'.0' 14'. 0' 14' 0' 14' 0' L� U O F Stud 4', 7' 8' 2' ' 8' 5' 9' 8' to, 0' Ill 6' 12, '0, 14' 0' 14' 0' 14. 0' 14' 0' Standard 4' T 7' 0' 7' 5' 9' 4' 10' 0' - 11' 6' 12' 0' 44' 0' 14' 0f . 14' 0' 14' 0' X #1. 5'.1' B' 5' 8' 8` 9' 11' 10' 3' 11' 9' 121`3' 14' 0'' 14' 0' 14' 0' 14' 0' S P #2 4' SO' B.' 3' 8' 7' 9' 9'. 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' L 0' 14' 0' CU 113 - 4' 9' 7' 4' 71 10' 9' 8' 10, 1' 11'-7' 12' 0' -'14'' 0' 14' 0' - 14' 0' 14' 0' �. D F L Stud 4' 9' 7' 41. 7' .10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14" 0' 14' 0' Standard 4' 7' 6 6' 61`11' 8' e' 9"3' 11' 6.' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0.' Bracing Group Species .and Tirades, Group At S ruce-Plne-Fir Hem -Fir. #1 / N2 .Standard 42 1 Stud. x3 1 Stud 1 1 03 Standard Dou las Fir -Larch Southern Pine*■s #3 #3 Stud Stud Standard -I Staridard Group Ell Hen -Fir lit 4 Btr xl. Bou rns FIr-Larch Southern Plnex" xl xl #2 x2 tx4 Braces shall be SRB (Stress -Rated Board). ■*For lx4 So. Pine use only Industrial 55'or Industrial 45 Stress-RatedBonrds. Group B 11 values may -Ise .used with these wades,. Gable Truss Detait Notes' Wind Load deflection criterion Is L/240, Provide uplift connections for 75 PIP over continuous. bearing CS psf TC Dead Load>, Goble end supports load. from 4' 0' outlodkers with 2' Of overhang, or 12' plywood overhang. Synnlitl.IVAttach ' braces with a0d'(0,128'x3.0' min) nails. Abo able Truss �. X For 41) 'L' braces space. malts at 2' o.c. In 18' end. zones 'and 4' o.c. between zones, )K )KFor (2) •L' braces, space malls at 3' o.c._ Diagonal brace option, -�- In'18' end' zones and 6' oz. between zones, Vertical length. may be doubted when diagonal 18' 'L' bracing must be a minimum of 8U% of web brace Is used Connect L member length. diagonal brace for 600#' 'L' at each end. `Ha x web I Br ce Gable Vertical Plate Slzes.• total length is 14; _ )K)K .Vertical Len th No -S lice 2x6 DF-L 02 or �_ Less than 4' 0'- 2X3 better diagonat' �' Greater than 4' 0', but 3X4 Vertical length shown bracer single 8, less than 11'16'. In table above. ;or, doubte cut. Greater than 1..6' 04 45' los shown) at L ..1. • Refer to common truss design for upper end. IL peok'spike, and heel plates. • ontinuous Beoring t1T' ill! 9hj Refer to the Building Designer for conditions Cornett tliagona•nt not addressed by this detalt. midpoint of vertical web; Refer to ch¢rt above for �k t ngth. wriARhUWda READ V"1 F'DLLOV ALL MALT DN' 1T¢S bIM THIl �+ ;`' a , - wwlteoRTAxr.. FtraN151tTtas:lnAvn+c m ALL cDRTRAcrmts-D+uunnfc TFE Dsra.lr?ts, �� V pj( ,(\ R-EF ASCE7 10 GAB16015' Trusses regtfnv extreme care {n fabricating, handling'. slipping, installing Intl bracce�p� ;Refer^ to and �C. foUowthe latest emtbn of HCSI. i8u8tling Component Safety InfornatMn,'by TPI nndSBCA7 f'arl<,safetY ,✓` "" DATE 10/0.1/14 practices prior to perforebV these functions. Installers shall provide.temporaryy b,u Ing' pee PcSI. , Unless no<etl otherwise, top chard shall .have properly attached structural sheath9 nn Mlon chord nshall have a property attached rigid trim& LocatIms sham for permanent.taterat restraht-of webs, DRWG A16015ENC101014 �l=1 LPO � shall have and. 1w Installed per HCSI earkd an the B7 for Bit, Rs Applicable. tetcrlo Apply plates to each face OR ALP of truss alai, ppoosition all shorn above tti on the Joint BIO, s, unlleecs noted, otherwise. Refer to draw= 160A 2 forstandard ptote'poskbns. Al a division of ITV HuRdtn Components Group InG shall not be re5pansftrle for ony devitNxl iron r AN rtWC�OWPANY tWs�oM1a hp, any feu re to buss the truss In canfornance with ANSI/TPI 4 o far +anima, shpp�9, '1� \'` MAX, TOT, LD, 60 PSF hstattatbn 6 bradng of trusses. •a \ A seal an this drawing or rover page UstYp this drasho, Indicates acceptance of professional englneertg respon.0%U y sotely far the design sham The sultabAlty and use of, this drawfiV 733891axofroni onve for onY structure Is the responsibility of the Binding Designer per A1SUM t sec2 Esnh City, M063046 For note MTvxomj see this job's penes' .notes page and .these web sites�OIg9s9tl4Ad*t\\ ALPINE, wwwdipwattw•cm+1..TPh vw.iynstaegl SBC4i. wwr.ebGndustryorgi ICG wwrfeesafvarg MAX, SPACING 24,0° Gable Stud Re.infor.cerlent. Deto.l ASCE 7-101 160 mph Wind Speed., 30' Mea.n Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wlnd Speed, 30' Mean- Height, Partially Enclosed, Exposure C, Kzt 1.00 Or, 140 Mph Wlnd Speed, 30' Mean Height, Enclosed; Exposure D, Kzt 1.00 nnp tali ,rl, Wired snood. am M>nn Hninht. Partially Enclosed. Exoosure D. Kzt = I.00 S 2x4 Brace Gable Vertcal pacing So Grnde No Braces (1) Ix4 'L• Brace ■ (1) 2x4 'L' Brace x "- (a> 2x4 'L' Brace rr (1) 2x6 'L' :Brace X (2) 2x6 'L' Brace r Group A Group B Group A Group H Group A Group B Group A Group B Group A Group p r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12, 0' 13' 9' 14'. 0' U S I C #3 3' 6' '5' 5' 5' 9' 7' 2' 7' 7' 8' . B' 9' V It' 3', Ill it, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' it, 2' tP it- 13' 7' 14' 0' Q �� Stdridard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' . 8' 4' 81;11, 9' 8f 40'. 4' 13' 1' 14' 0' . #1 3' 10' 1 6' 4' 6' 7' 7'6' 7' 9' 8' It, 9' 3' 11' 9' 12, 2' '13' 111'. . IV 0' Sp (- #2 . 3' S' 6' 1' 6' 6' 7' 5' 7' 8• 8' 9' 91 21 lY 7• 12' 0• 13' 9• 14. 0• 03' 3' ` 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' V 10'_ V 10' 10' 13' 8' 14' V iv RrL 1 Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' to, 1' 10, to, 13, 8' 14' 0' I. Standard 3' 3' 4' 3' 4' 7'_ 5' e' 6' 11 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13, 0' U p #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. F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13. 7' 14' ,0' 14' 0' U .Stud 4' 0' 6' T _ 7` 0'. 8' 4' 8' B' 9' 11' LO' 4• 13' 1' 13' 7' 14, 0' 14` 0' - � � Standard 4" 0' S`. 8' 6' 0' 7'b' 8' 0' 9' 11' t0' 4' t1' t0' 12' 8'" - 14' 0' 14` 0' o S P #1 -. 4'..5' 7' 3' 7' 6' e' T- B' It, 10` 2' 10' 7' 13, 5' 13' It' '14' 0' 14' 0' #2 4' 2' 7' 2' ' '7' 5' 6' 5' . , 8' 9' 10' V_ 40, 6" 13' 3' 13, 9' 44' 0' 14',0' 11 1 #3 4' i' S' 11' 6' 4• T 11' B' 5' 10' 0' t0' S' � 12' S' 13" 31 14' 0' 14' 0' QJ D F L _Stud 4'.I' b' 11' 6' A' 7' it, B' 5' 101,011 to' 5' 12' .5' 13, 3' 14, 0' 14< 0' Standard 4' 0' 5' 3' 5' 7' " 7' 0' 7' 6' 9' 5' .- to, 2' 11' 0' 11' 9' 14' 0' Y4' 0' #1 / #2 4'.B.' '7`_11, 8' 2' 9' 4' 9' 8' 10' V It' 6' 14' 0' 14' 0' 14' 0' 14' 0' d p S f F 03 4' 5' 1 7' 7' B' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' V 14' 0' 14, 0' U LJ ( Stud 4` 5' 1 7' 7' 8' 1' 9' 'e, 9' 6' 10"III Ili 5' 14' 0' 14' 0' W. 0' 14, 0' X O Standard .4' S' 6'. 6' _ 6' 11' 8' 8' 9' 3' '10' 11' It' 5' IT 7' 14' 0' 14' 0' IV 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' it, 2' 11' 8' 14' 0' 144 0' 14' 0' 14' 0' 6 11 S #2 4' 8' 7' 11' 8' 2' 9' 4' 9' b It- V 11' .61 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' AW 7' 3' 9' 1' 9' 7' lip 0' 1116, 14' 0' 14' 0' 14' 0' 14' 0' ND F L i Stud 4' 6' 6' 10' 7' 3' 9' 1.- 9' 7' 11, 0'" 11' 6' 14' 0' 14' 0' 14' 0' 14' 0.' Standard 4' 5' 6' 1' 6'_ 5' 8' L 8' 7' 10' 11' 11` 5' 12, 8' 13' 7' 14' 0' 14' 0' Gable Truss Diagonal brace optlaRs T vertical tength ray be doubted when dlagonot 18' W brace is used. Connect L diagonol -brace for 6900 'L' at eachend, Max I� Be re total length Is 14'C - )K)K 2x6 ➢F-L 02'or -� better dlagonnl. r Vertical length shown brace) single 6' X - In table.above, ' or double cut f 45' :(as shown) dA a upper end, onttnuosls Bearing connect diagonal at midpoint of vertical yeb. �, Refer to chart - llltlu" above for Mnx ga le rt�L+d) ■rVARtMiM" RM AND FMtDV ALL MTES Qi TKS-DRAVINdV. ivii "111PMUNT- FURMSN THIS DRAVING TD ALL CUNTRACTMS, DCWBD4 THE UnTALLERS. Trusses require, extreme care in fabricating, haodUAG, shipptn8, hatalgngg and bracIr 'Refer to and faaow the latest edltlon of BCS3 <Bdatli(g Cpnpanent Snfoty information,-6y. TP,I and SDCA1 Por safntY `�� \ �V - practices prbr to'perfornhg these. functbns. Instolters shall prro% 4 to arary bracing per BCSI. Unless noted otherwise top chord shall have property ottoched structural sheathing antl bottom chard �e1� ' No q .halt .'have properly attached rigid: ceiWV. L cotbns shown for ,ern n t lateral restraint of vebs 210Appty to each face Z shod have "Cing installed per BCSI sections Bar B7 or as applicable plates of truss amd position as sham above am on the Joi it Detots, u,tess noted otherwise Refer to drawings 160A Z for standard, plate posltlons.. for'avr+ryy devlo.Vor, from A"iE OF AN I WCOMPANY Alpeie, a dWision of tTV Bulding Components Group Inc. shall not be responsibly this.drnrng, ory F.Rure to i.Ad the truss in conformance with ANSI/TPt 4 or fvr han'a g, snipping, i 'Q � 4,stnllatton 6 bracing of trusses. A seal an this drawing or cover page listing this draehg, hdcatos ncceptarice of professional % 4 T �'i�� `0,, A- SCE.:', 13088 LakvGonlD'ive D4 a e. ng responswRity solely far the deslgm sham The si+itsb4ity and use of tNs dra►Ng fore stf'uC'Wre Is the respor6ffiRlty of the BufdM1ng !)e1gne1` per ANSIAPI I sec.2 !. EarlhCity,>ront For pore War-tlon see. this Job's general notes page and these web sites,AI L 4f, *c,e ld ALPRO www.aipineitw.comi. TPD. natpinstor81 SOCK www'A&IhdustryarV ICO wrvtcccofv.org t U Bracing Group Species and Grades, Group A, S ruce-Pine-Fir . Hen -Fir #I `/ q2 Istandarfli #2 Stud. 03 1 Stud #3 Standnrd Dou las Fir -Larch Southern Pinerrr #3 #3 FIG Stud Standard Standartl Group BI Hen -Fir #1 B Btr #1 .Dou I Fir Larch Southern Pinerrr #11 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). rrfor Ix4 So. Pine use only Industrial'55L or Industrial 45 Stress -Rated Boards. Group Bil values my be used with these. rades. 11 LIa)ole 1 rUSS 1Jetalt No'cesi Wind Load &Aectlon criterion Is L/240. Provide upUft connections for 135 plf over, continuous bearing (5 p5f TC Dead Load). Gable end supports toad .from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, Attach IL' brncem with IOd (0.12810.0' min) nails. For (1) 'L` brace, space nalisat .2' o;c. In 18` end zones and 4' o.c. between zones. ilt)kFbr (2) 'L' braces, space nails at 3' o,c, In 18' end zones and 6' o.c. between zones. bracing must be &.minimum of 807 of eeb member length.: Gabte Vertical Plate Sizes Ve"'I" I Len th No S tke Less than 4"_t 2X4 Greater than 4' 01,, but 4X4 less than 12'.0' '+ Refer tocommon truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed,by this detail. REF AKE7-10-.GAB16030 DATE 10/01/1.4 DRWG A16030ENC101014 AX, TOT, LD. 60 PSF AX, SPACING 24,0' 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, s, ;, q6 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L; or 'T' brace required IT Relnfoi Memr Gn Tr Gable vertical length greater than 48' '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. Example! 2*2X4 *2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 31,min) Nalls at 4' o.c, plus (4) nalls In the top and bottom chords. Toenalled Nalls, 10d Common (0,1481x3',m1n) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015.11C101014, A14015ENC301014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 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 -null 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) = 30Z = 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 ^ ✓/ \ \y a, A/I ��� j� jj � /� I I I\\\IJI If AN (TM/COMPANY 13389Lah!mntD&e ovARMHS� READ AND FOLLOW ALL MOTES ON THIS DRAWWI TANTES FIRMLSH THIS DRAVDG TO ALL CRITR11CTORS DC l DM TIE DISTALLERS. Trusses requl�latest extreme care M ulldIN ComponentlSafetty�� Information, by�TdPI and SBCA) Refer ®u safety folios the lotto sped of these practises noted otherwise, to stop p these all have Lxrly at the provide temporary brndnp per BCSL Unlrss noted operty top chard d rl have properly attached permanent lateral art button chord restraint a of aces shall haven properly ailed per rlglBCS1 sefflroctions Locations23,B7o B10, for pocable. Apply shall have Mating ion ased per BCSI sections H3, B7 or Ble, as npplrnbls. Apply plates to each face plates of truss and position as whom nlnve and on the Joint Detals, unless noted otherwise, Refer to drowlnas 160M2 for standard plate positions. Alpine, a dvlslon of ITV Ruldnp Components Group Inc. shall not be responslble for any deviation from this d'awing, any failure to build the truss In rorMarnnnce with ANSI/TPI 1, or far handing, shipping, Inctollation s brncft of trusses. A seal on this d-awft or cover pape Usthg this d`nwvo hdcates acceptance of professional er�pYr�r'Y�p r'cpor�plty aowy for the °how°` T!r sultabllty and use of this drowYg for any sirv+e*re b the rsfponsMtty oP iFre DA&V Destprrr per AISI/TPI I Sec. For more Infonmtlon see this Job's general notes page and these web sltes� ALPINE www.al WWltw,cCml TPI. wsw.t Irstorgl SBM wwwsbcMust ar ICC. wes.kcsafe.o 3nrtt' 110tu" ' �` y*C �H '+�+y4 1 ecu a+cst82 ; sy 3, _*= = S;ai .W. "; STAaTE 4'f •'�4 ON '.;,''I x �dfjglAV O.j�.. mws,saxusrmanaettrsuasrr aY r MAX, TOT, LD, 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 OUR, FAC, ANY MAX.adhCdy,MO63045 Nl4SPACING 24.0' W4X4, Min, W1.5X3 Typ. 2x4 Chords W3X4, Min, ) Hip Frame, 'R' Hlp frame stops at plumb cut of jacksto Maintain ;pitch continuity. i Typ.,i. Hip Frame Details B Nip Frame Common T es Stepped Hip System Trusses 2x4 Purlins Setloack] n c 41 Hip Pitched and Sheathed Chord Area Hip Framew _ B Bottom Chord W3X4, o- Attach hip frame to flat chords of stepped hips Min. at all overtapping points with (2) 0,131rx3.5° nails Lhipw'11th d of hip. frame to be attached to 0,131'x3.5` nails @.6` o.c, maximum spacing. Hip Frarie 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 2e to fit. Stepped .Hip purlins must be intact and properly attached. � Setback --�—= System Trusses Use this detail for, Hip Frame - provided by truss manufacturer, ASCE 7-10, 180 'mph, 30' Mean Hgt, 'Partially Enclosed, Exp C, or Hip losed, Exp D, or frame is designed to provide bracing for flat 'top. ASCE 7-10, 160 mph, 30' 'Mean Hgt; Partially Enc ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords on hip frame system where indicated, Flat. top ASCE .7-02, 140 mph, 30.' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine Lumber, Residential; Wind TC DL=4:2 sf, Kzt=1,00 Structur � panels must be properly attached directly P To hiaP � !ii(ADlins, OCLUDIM THE extreme care M II� s}ialt Ygve tmC6ia instolied Poe BCSI, secd on the 87 or DX10,etails, is up iiss o. Apply -Ise. to ench fat t(,�\vi of truss and position as shorn above and on the Jcint Deto0.s, unl6si noted other tQ Refer to drovtngs t6(Md for standard plate, posltlo s. -- Atpine, a d W.i of [iti! HuRdln Components Group /ric shall not be reeponsmie for n W davin atl f ANi WOOMPANY this dAhur rap, any foRe to build the truss h eonfo1.rnoAce filth ANSVTPI 1, or for har4l.Q, shipping, 6,stollntlan 5, bracing of trusses. A4se4t on rims drnMog or cover page Iisthg this,dravhg, hdicates ft=ePtonce of PMfe5SWMt engineer4,g responsmW{y sotidy for the" per es�n shorn, The sutt.Wity end use this dravhg 133Ad 9 lakefront Drive for grey struetwu is the re�o„anauty of T. BWtJIM Besignei''.AH4Il�P! 101ee2. Exth City, MO 63045 for pore Information see this job's general notes�poga and these rah sites, AIPIND matpinelteconl TPB vvvtphstoroi SBCM rrs.sbeet%stryarg/ ICO vveleecsfeArg HIP FRAME DATE 10/01/14 DRWG HIPFRW01014 Valley Detail ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 flop Chord 2x4 SP #2N, SPF #1✓#2, DF-L #2 or better, Unless specifiedotherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller, than 7--.9' apply 2x4 'T" reinforcement, 80% length of Webs 2x4 SP 43, SPF #1/42, DF-L #2 or better. web, sane species and grade or better,, attached with 10d box <0.128' x 3.01> nails at 6"' o.c. In lieu of 'T' reinforcement, 2x4 Continuous WW Attach each 'valley to every supporting truss wltht Lateral .Restraint applied at Mid -length of web is. permitted with diagonal. (2) 16d box eo 1$5` x 3 5') Halts toe -nailed for bracing as shown In DRWG. BRCLBANC1014. ASCE 7-10 160 :mph. - 30' Mean Height, Enclosed Building, Exp, C, 'Wind TC DL=5 psf,. Kzt = 1.00 Or ASCE 7=10 140 Mph; 30' Mean Height, Enclosed` Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to., be cut. as solid triangular members from a single 'Rx6, or larger as required,: shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are IN BCG Wave Pates. Top chord of truss beneath valley set crust be braced with, properly attached, rated sheathing applied prior to valley truss instattatiori: Or Purtins at 24' o.c, or as otherwise specified` on engineer's. seated design Or By valley trusses used in tieu of purlin spacing as specified on Engineer's seated design, XXX Note that the purtin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built' as tong as the: vertical height does not exceed 14'-0'. 2X4 4X4 12 3X4 Valle 12 Max: (+ Spacing 2X4 X4. Pitched Cut Square Cut Stubbed Valley 0ptionat. 'Hip �----- 8-0-0 max --i Bottom Chord Bottom Chord End •Detail Joint De. tact, Valley Vall ¢X4Toe-nailed X4 4�QG` e 5P 20-0-0 (++) r Supporting trusses at 24' o,c. 'maximum spacing.. ' �y (� l9 AN TIW CAhIPANY T3389 Lakefront Drive Eanh City. MO W046 .1 ..VAMVRR .'W.A11 AND,M1nV kt WfM iN'THIS Z1QAW HGL - FIIRIRSM THIS IIRAVM TO A,U CMWACMRS INCLMVM THE VaTAtrroe Trusses require ertrene care In fabricating, fi-dlhiq, i InB, Mstatting grid brncin . RsFt� to mitt P,.CCtLu�s p as.^ Weerfar.inA�thesenf�unctlo�nep�ins't (tares alma �ov�idt t nrY b H ice. v°trcsafety Uiitess rioted otlm.iae, top chord "shalt:tmvt properly aitachad:sMuatua�6l sheothMg and bottnn.chprd sha8 haven property attnchetl NNppltl cNting. Lncatlans sh n for perranent intern1 resiralnt of .ebi shall hovt'hradngg V,stnUetl'per 8f_YI pectins.93, B7 or BIe, ae: AppU-M... Appty ptates. to each foes of truss arm posltWn as . — .bays am! o the )on< Betals,.ulass noted otrwrelse, Ref¢ to drorngs ISCA-2 fDr stnndwd ptate positions Atpint, a di,Ws of TfV BWdbiQ,Coriporwnta Group• Inc, sMtt gat be rasp -w. For nnydeviatWn iron thls draft, p y Fait.. to b 9d the truss In confornazce. Atli ANSI/TPI 1, or for hnrKtnp,, ehlppMB, Instatlatlon i ors of setrusses, A at on this d,aw,e or'. cove page Usttng thts drnein& Gaeutas acceptance of "fessWnat engSmere�thesotety far tpe design shorn. The svltaW.ity and"use of ttds drnv4L8 For nvry �s n-aftsYsee of job'sat mte. per Nt d the. Sees For Wore Infornatfon see. this Job's gerwrnl rwtes page and these deb ;sltn. AIPinCi rw.ninlnwtkw.emrTPL rw.telncLnr,i� [iMA� rrr.drL,Muctrv.w»i ICb .w1CGaaPf.OPn "0.,r - ,, .� ��,� ' f',a I '0.`, -, g .8. _< . �,� ' ' "� ° P� m = L. or" Y 4y`- ? " {� .c /. f dr f ✓� ' e °i, /9, '�'"• ." ,\t vv� TC LL 30 � DL 20 YC DL to :. B ;LL 0 - Tj3t LD. 60 .-. 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF 57PSF REF VALLEY DETAIL DATE 10/Ol/2014.. DRWG VAL160101o14 _ 55 UR�.FAC.12".33 1.15. 1.15 SPACING 24 0" Pig,gybac:k Detail — ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph, Wind, 30,00 Ft Mean Hgt, ASCE 7-10, Enclosed Bidg located anywhere In roof,_Exp Co Wind DL= 5.0 psi <nin), Kzt=1.0. Or 140 mph windy 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in 'roof, Exp D, wind DL= 5.0 psf (m!n); Kzt=1,0. Notei Top chords of trusses supporting piggyback tap trusses must be adequately braced by sheathing or purtIns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain pur(Ins, and tateral bracing for out of plane loads over gable ends,. Maximum truss .spacing Is 24' o.e. detall.'Isnot. applicable If cap supports additional loads- :such as cupola, steeple, chimney or drag strut loads. xx Refer to Encineer's sealed truss desion drawing for pionyback and base truss .specifications Detail A 1 PUrlin Spacing = 24' o,c, or less 12 Up. to 12 —Top. Chord. Scab, (Typical Each End) 'Flat top chord purlins required of both. ends and at 24' max o,c, spacing in between, Detail D 1 Purlin Spacing ? 24"' o,c, Piggyback cup truss slant nulled to all top chard purlin bracing with (2) 16d box naps (0135'0,5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached: with' 2 .rows of 10d box nails (0,128'x3') at 4' oz. Attach: purlin bracing to the flat top chord 12 .using .a minimum of (2) 16d box malls (0.135'x3.5). Up to 12 ii I I // I I e4' 04, Max Top Chord Scab (Typical Each 'End> Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o:c, Notes. If purlins or sheathing ;are not specified on the flat top of the base truss, purlins rust be Installed at 24' o.c. max, and use 'Detall A. roaae. cue w 1 e a n or__. .ouxwry w p ry.,. o�. > ....... ........y .,� ,,.�,. ....,.,, . ..�., pr =, es prior to perforwg these furic;flons. instoliers sMll .provide ter�porary trddho I� BCSL pt ff .� RI Unlesc noted other fa top chard shalt have props ly-ott .hod et—turai chea " and batto chord S � At � shall have" a. properly attached rlI��ff cell6lg Locotio,� shown for pernamnt lateral restraint of webs Q ��� - shalt have brae 8 hlstas. shown abo! sections th g7 or De apptl=ble. ApptY rwi es -to eachi Pnce .f of truss and. ngtmn as shown SCSI and on the ,wnt B10, s; unless noted otherwise. 19Refer t dre�lnps 160A Z for standard plate p-Itb— Alpine ,Avislon of LTV SLA(gng Components Group Inc, shoU hot be respons a for any devlatbromn f API RINODMPAt1Y this droIna, any falure to buUd the truss in conformance with ANSI/TPL 1, or for L Y& sNpptrg; 6 �jfi tnstnitathn 6 bracing of trusses. A -sent on Hits drowing or cover age listing this drawing; bsecates acceptance of professional m .rsft.r1.g �espw,sAdU y solelyp tY design sh— The sultabitlty, and use of thIs drawkV 13389 LakelraMQr'rve for nn stt Is We res of fi+¢"BuplYnp Do>igner per ANSI/TPL I Seel F Earth City, MO 63045 . a vfor more In prnatlana"see thL§ ,pfi's 9e � noteHrpage s web attes.ce �Ed�'e �4.dAlA-I tl4`, Piggyback cap truss slant nailed to all top chord purlin bracing with <2> 16d box nails (0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each and) attached with 2 rows of 10d box nails (0.128'x3') at 4' o:c. Attach purlin bracing to the flat top chord using 42) 16d box naps C0,135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the fottowingl U)' 3X8 Trutox plate attached with, (8) 0.120'xit375' nails, (4) Into cop 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)- 0120IA375' malts.:Notei Nailing thru holes of wave; plate Is acceptable. x In addition; provide connection with one of the following methods, .Trutox.. Use 3X8 Trulox plates for 2x4, chord member, and 3X10 Trulax plates for 2x6 and larger chord members, Attach to each face @ 8' o.c. with (4) 0.120'xl.375' malls Into cap bottom thorn and (4) In base truss top chord. Trulox plates may be staggered 4' o.c.. Front toback faces. APA Rated Gusset 81x81x7/16' <min> APA rated sheathing gussets (each face). Attach a 8' o:6 with (8). 6d common (0.113'x2'), nails per .gusset, C45 n. 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 #2, full chord depth scabs (each faceA Attach R 8' cc. -with (6) 10d box malls (0.128'x3') per scab, (3) in cap bottom chord and '(3) In base truss, top chord. Scabs may be staggered 4' c.c.. front to back. faces. 28PB Nave Piggyback Plate One 281213':wave pi gyback plate to each face @ 8' o,c. Attach teeth to piggyback at time of fabrication, Attach to supporting truss with (4) 0.120'xi.375' nalts per face per ply, Piggyback plates may be staggered 4' o.c. front to back faces. 24,0' REF PIGGYBACK DATE 10/01/14 DRWG . PB160101014 CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Contlnuous Lateral Restraint (CLR) or T-Reinf. Is. specified an a truss design but an alternative web L—Reinforcementh or \\\ reinforcerient method is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d <0,128`x3.01,min) nails at 6' o.c, Reinforcing Member :Is Notes! a mfnimum 80% of web member length. This detail is only applicable for changing the specified. CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For, minimum alternative reinforcement, re -run design, with appropriate reinforcement type, Web Member Specified CLR Alternative ReinforeceMent Size Restraint T- or L- Reinf: Scab Reinf. 20 or 2x4 1 row 2x4 1=2x4 2x3 or 2x4 2 rows 2x6' 2-2x4 -2x6 -1 row 2x4 1-2x6 2x6 2.rows 2x6 2-2x400 2x8 A row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6C)ip T-reinforcement, 'L-reinforcement, or scab reinforcement to be same species and grade'or better than web member unless specified otherwise on Engineer,'s sealed design. 010 Center scab. on wide face of web. Apply C1) scab to each face of web, Scab Reinforcement: Apply scab(s) to wide face of web. No' more than (1) scab per face, Attach with 10d (0;128'x3,0',mIn) nails: at 6' o,c. Reinforcing Member is a minimum 80% of web member length; Scab FEW 110.05 00.1-:9 IF oVARNRiG" RM � fDU.OV ALL NDTES.ON T= DRMVINO W- WMTANTM fl1MM TFQS. WAVIM M All CM TRMT= VCLLMD4 TW INSTAUFRS. .�`N'. �p� "�i ��. rV(' % ' yy,, TC LL PSF REF .CLR Subst, _ DATE_ 10/01/11} Trusses require extreme care In fabricating; handling, shipping, bstalWUn,pn .W bracing. Refer to and folto► the latest edition of HCSI CBuAding -Component safety lnformation;.by,Tfl and S%A) for safety ��` './ �G �` Q` �,�++ p� '� Tl�. DL PSF pprractices prior to perforning these ftmctlons .Installers shall provide tenpornry braeng per =LV�/vh lMtess noted otherwise, top chord shad.have property attached structurat sheatilng.ond bottom chord 'ice VCR C DL PSF DRWG. BRCLBSUB1014 u (I F'� shall have a properly, attached'rigid ce4ing. 6.61:1 ns shown For pernanent lateral restraint of webs snot! have brndng Installed per HCSI sections H3, B'! or Het, ns u Apply plates to each Face ; Q ��Q(�. IU^\\VVIi11L�1^'• . Aes. o f truce and position ae shorn nbovs and on the Joint Ilatn46; unless noted ather..r, i3C LL PSF Refer to drawings 160A-Z for standard plate positions. Alpine division oP ITV Budding Components Groupp Inc shail'nwt be responsit for any deviation. fron _ PSF AN (i\M COMPANY this drnring, any fa4ure to bu&d.the truss in conforrlance Wth ANSIlTPI 1, or for h diing, shipping. op ❑T, LD, Installation 6 brneUg of trusses A sent on tWbr drawing or cover page listing this droning, 6v icates acceptance of professional- h�rrsponsshWty solely fdr the design shorn. The swtaWlty and use of this drawing the Esr' rt i''i g i Fe r` d� - F9 �� DUR, FAC, 133891a+s6ont Drive Esrh City, MO H3945 n far any s is the responslbRlty of HA AM Designer per ANSLTK I Seel car n re Information a this Jobs general notes and these web sites, a. an. , ._ d� , tah, _...... �, gar , _._. .. _. , ,rn rrw,recnfe.em 3� Li ! ddd p t� �` �, 1TiF,.... .,At3� _,a SPACING w,l 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 Duration of Load or web member. This design Is valid ontyy for singI..e ply trusses with 2x4 or 2x6 broken Members. No more than. one break per chord panel and: no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B)'= Damaged area, 12' max length of' damaged section (L) = Minimum nailing distance on each side of, damaged area (B) <S) Two 2x4 on two 2x6 side members, same size, grade, and spPecies as damaged member. Applyy one scab per face. Mlnirium side member' lengths) = <2)<L) + (B) Scab member length (S) must be, within the broken panel. No l Into .2x4 Members using two (2) rows at 4' o,c., rows staggered, NO into 2x6 members using three (3), rows at 4' o.c., rows staggered. Nail using 10d box or gun nalls (0.128'x3', min) Into each side Member. The maximum permitted lumber grade for use with this detail is limited to Visual. grade #1 and ,MSR grade 1650f. This. repair detail may 'be used for broken connector plate at mid -pane( splices. This repair detail may not be used for damaged chord or web sections occurring within 'the connector plate area. Broken chord, may not support .any tie-in loads. s _ L L 4' o.c -'Typical ~ + 0 + 0 + o + 0 0 + o + 0 + 0 + —I 2' Stagger + = .Back Face 10d Box (0.128' x 3', min) Nails, 0 = Front Face 2x4 Member Doubte•Row Staggered 2x6 Member - Trite Row Staggered NO S AL�0 C AN flW COMPANY 133811 Lakeon D.wa, Earth City, MO 63046. acing Detail. 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 e 975,# 1055# 1495# 1745#- Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 35.354 36354 4295#. 4745# Web or Chord 2x4 42'4395# 2975# 3045# 3,505# 3835# Web or Chord 2x6 4500# 5225# 5725# Web or .Chord 2x4 48° 34604 3540# 4070# 4445# _.. Web or Chord 2x6 5165# 5280# 6095# 6660## —VARRM— READ AND DRAWM nivM-(MT FLQaSM 'THM DRAWING TO ALL'C[V4TWT6RS INMMW ALL NO, 13N O tC. THE IN$TALLEAS susses retpdre extreme core e. fabricating,: haraing, shipping, InstalUn And bracing. Rater, to and )v the tatoet edition of, BCSI (Bulding Compoment Safety Information, gy TPI and SSCA) fail sofety :bees prkr to parforning ,these functions. Tnstallers shalt provido temporary tmatlng per BCSL ss noted otherWlso. top chord shall have properly Attached structural _sheathlmo And bottom chor 1. have a property _Attached rigid ceAing, t.acattams shorn far .permanent lateral rostra t o£: Webs t how braeinn Instakted per SCSI sections 83 87 or HSD; As Appl,able. Apply ptates to each face M-1 No IIn "to a oW ngs 16-6A z ea: lion"aura di>te Pasna - $THY l E O¢ ,tile A dlvlslon of ITY. BWldinp Components Group Inc. shop not be responsible for any deviation from ^ �tf. dro.tng any fahure to bi;td the truss In conformmnce With ANSIJTPI 1, or for. handtJmg, shipping, l��a dtatbn 6 bracing of trusses senI an this. ara*Q Or cover Page listing W. dra.hg, b.Ycates acceptance of prate -Iona, rf! �tL.. O F . !��'�'�`q'� A y S r b re is +eeNresponffi4ity of the Bttfthg DDgidBnncrWPort`rANNSUTPI I ser2 arcing r CS�t� - 1 >> ony sa++cWra hi p�Ai Forr more: Information see this Jab'sr general notes page and these. Web. sites, 41{f4, IVAL: Mlnnun -L Dist.Act. 24,0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MA__ _ _X. _� LENGTH TO TRIM FILLER I EXISTING FILLER l - 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 000f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS_ AT 4'-0' I9Z MAX,; OR SEE' NEXT OPTION - IF FALSE FRAME CHORD IS THE SAME`SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - IL"; OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX, PANEL LENGTH). W 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 BOTTOMCHORD :SECTIONS OF A TRUSS). WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS; BEARING LOCATIONS,, ETC, IT IS ,NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT 'IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS 'TO, DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM 'CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED T❑ THE FALSE FRAME CHORD AT W0 -'0.' O,C, IF THERE IS NO. SHEATHING' MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AKITW COMPANY 13389 Lakelront Ddve Eadh. City,MO63045 •es require extreme cart I the Infest. edltlon of BCSI es prior to perfo—hg tN noted otherwise, top chor fve n obaerly Attached r 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 mn=n ON THIS SHEET T USE THIS - DETAIL fORi ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑� :RIOR BEARINGS AT ANY LOCATION. ❑N THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 3 LOADS C014NECTE➢ TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES: BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), SE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE NOT INVOLVE CUTTING OR. DAMAGING STRUCTURAL MEMBE LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING. REQ 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 WED. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT IF NEEDED,,'A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), PLACE FALSE FRAME' 'CHORD IN=PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE 'PLACED' AT EACH END IN ADDITION: TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d'B.OX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0;113x2,5') @ 3' OZ, 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 M.IN. 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), . ._. :TORS ,MCIUBWG,'IFE,UiSTALLERR �� ngg,. hsiaNng and brochgg. Refer to. and Ai'orFntion, bji TPI arm! SBCAI for safety `. C t provide tenaeay brad p ttdred structwal shahng ed d far pernanent tnterol restraint of webs s npptlwbte, Appty. plotes to each face s, Unless noted otherwise. Me. A dlvtslon of 'ITV WtiMp Conpo4nts GroUp Ina shAU-not be responsible-for.any dovlAtlm f &-ing, any fa4urw to bdW the i-so In ca.Foraanae -Kh ANSIMI L or for handllrg, sFjppl%, dintlon & brocine of trusses sael on this dra;Ang or eover page tlstYng tHs=tlNndng, YMlcntes ncceptarice of p#easlonnl �t'erOng respons6Aityy solely for the' design s14— TM sultob6lty and Use aP this deaehg any strutture Is tfie responsWity of the BA&,0 Deslgnen :per AlLSI/TPS 1.Sec2 For-nore Infarnationsee thls ,fob's general,notes page and these web shell `SfAtE OF A, �40 RNO REF BC FILLER DATE. 10/01/14 w SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, .CAT II., EXP C, ASCE 7-10 16.0 mph .wind, EXP C:, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere In roof, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. wind, TC DL=.4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00: Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with loci box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown .in figure below NOTE: #21 is the Minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max.) to "reported truss uplift for wall connections, 2 TO 12 3L L._.� ' 24' ' MAXIMUMRAA iffy \�\fait}ii44§�6�faH —VAWMrdn RM A)m fm.LCV ALL W= ON TM DR WM e.DMRTWr— FW6W_TWS BRAVM M ALL CM4TRACMRS'ZNMMM T" INSTAI..LM& in honalft, shipping, M0010n9 and b-Ckp. Refer to and +�` � / •���� ��.` Jd,f . (°j �L^y TOTAL TOP CHORD- LOAD NOT TO REF. .,2X4 SCAB O.H, .. Trusses requre extrene care fabrkatr%q, fatto. the forest edition of BCSI OutdbV Conponent'Snfety.inforeatlon, by 1PI'ontl S9CA) for safety '[peso bradng BCSL �` � �` � \� =- + EXCEED. 40 PSF HATE 10/01%14 DRWG OHSCB2X410:14 p�aetices prior to perforning iunctlons. [ifstalleY6 Shall prarlide tenpOrary per, ontess .aced offense, top chord shalt lave property atta.hed st—t—1 sheathng and button chard lateral ebs IVo (DEAD PLUS LIVE) y ��fIII Q � shallFgve a properly nttndu!d rtgtd ce0.in Lpcntlons shorn for pernnneM restrnht of shaU'haw bracing b,stalled per BCSI se 83, 97 or BIO, ns nppllcnale. Apply plates to each face a f truss and position at shoe. bo" and on the JOMt Betal6, urAess noted btF+arelse. � ANRWCOMPANY Refer to drawings 160A Z for standard plate positions. Atphe a mvtston of ITV BuRiIIng Conponents Gro Inc had not b responsibte for an ae-A tl-. fro. this dra lag arty P.Rure to b,dtd the truss in eonfornarx:e wm ANS[/'PI 1, or for h-dUng,.shippinB, A.t. OF CJ' a - .. otstalea o 6 Mact+e of trusses. . A se't on tt9s drnelna er cowe page Usthg this drnrinR, Int6cates noceptance of. prof essWrW engMaerbp respensmnlsy sotety for the shom The soitaputy and use of ttds droehg for �Y stru of the bAdro Peskvrp per NSLIM I S- �'�® r �y �. � �`• ,�:€i - �\ \� DUR, F'AC.. 1.15/1.25 SPACING 24 13389 LakaeanlDmre Earth City. M069046 Feb more lnfornatlon soleyt 's rol rotas p�age sites, ALPWE .eealpineltesonU TPh .e..tpinstarg, SBCM eecsbclndustrY.opr Ica .r.ucsaPe:ore ( .¢¢dde `��" tt\\\ 12. —(2) 16d TOE .NAILS I J 'VARIESL_--- OPTIONAL SCISSORS BOTTOM COFJ' (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. 12 .VARIES 11-3-12 MAX SPAN TYPICAL CORNER JACK (CJ) N.T.S. ----(4) 16d. NAILS See Connection 'Detail WEB CONFIGURATION —(4) 16d NAILS See Connection Detail EJ co a. CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION If SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long Go��L 8'0, MAX.Top. & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. J 12 B VARIES (4) 16d NAILS See Connection Detail TYPICAL SOSSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER, SET INSTALLATION TYPICAL, LOADING (P.S.F.)®� C'E N ilM slliricLts; TOP LIVE L0A0; 20 20 e N0 MANUEL MARTI'NEZ, P.E. TOP, OPAO .LOAD 1`5 ' 7 �' o sowoki .DEAD LbAD: 10 10: Y TOTAL 1 . 45 37 FLORIDA REGISTERED ENGINEER STRESS INC. 1:25 1.25 LICENSE # PE 47182 WIND DESIGN_: M 160 MPH PER -fl ° S FATE OF : w ASCE 7-10 . 24" O.C. **WARNING** Read & F Ilow all notes on this drawing.osj� OR 00 •`~��� Furnish this drawing to all ontroctors including the instaflers. d�6 SjQ 1�v%+s ®d118AA911g poise Cascade Double 1-3/4" x 16" VERSA -LAM@ 2.0 3100 SP PAS BM1 (Floor Beam) BC CALC® Member Report Dry 11 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: 19-10-00 B1 B2 Total Horizontal Product Length=19-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 61, 4" 3637 / 0 1231 / 0 B2, 2-1/2" 3460 / 0 1183 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10 C0 Top 16 00-00-00 1 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 0 16 n\a 2 Smoothed Load (J4) Unf. Lin. (lb/ft) L 00-00-00 19-10-00 Top 312 78 n\a 3 Floor Material Unf. Lin. (lb/ft) L 04-01-12 19-10-00 Top 32 8 n\a 4 Reaction from J8 Conc. Pt. (Ibs) L 04-02-10 04-02-10 Front 407 102 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 22644 ft-Ibs 60.6% 100% 1 09-08-10 End Shea. 4164lbs 39.1% 100% 1 01-08-00 Total Load Deflection U361 (0.646") 66.5% n\a 1 09-11-04 Live Load Deflection U483 (0.482") 74.5% n\a 2 09-11-04 - Max Defl. 0.646" 64.6% n\a 1 09-11-04 ��ffi uali aai:}y f Span / Depth 14.6� � % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material 131 Wall/Plate 4" x 3-112" 4868 Ibs n\a 46.4% Unspecified B2 Hanger 2-1/2" x 3-1/2" 4643 Ibs n\a 70.7% Hanger Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. .•` No '047182 �> STATE OF 88015E 58285DBD9C 3CA4DEDE7968 ED F9 avz..asaYemenE++rsmm.�emn W ees:hwwrcrmy. rCttx.tx. sztsa3icn nur�.ameS�wxaD¢.rasayi�.f Page 1 of 23 *Boise cascade Double 1-3/4" x 16" VERSA -LAW 2.0 3100 SP 8M1 (Floor Beam) BC CALC® Member Report Dry 11 span I No cant. March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: a Connection Diagram: Full Length of Member b Ir- i -a d —i" A a r • • c a a minimum = 2" c = 6" b minimum = 3" d = 24" Calculated Side Load = 25.7 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 16d Common Nails f No 04 1 2 must be reMopli1 +Le d by a qualified engine e Or appropriate exoert.W assurem�is a eauacv..drior to apR(lqWj&j l4pW.WM Mqg: on bultdlligwcodevacceptedlde"n- propertes and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST@ , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueB , VERSA -LAM®, VERSA -RIM PLUS®, Page 2 of 23 &Solse Cascade Single 16" BCI® 4500s-1.8 A (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 19-11-04 B1 B2 Total Horizontal Product Length = 38-10-00 18-10-12 Mal B3 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 562 / 67 124 / 0 B2, 3-1/2" 1537 / 0 384 / 0 B3, 2" 537 / 83 113 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top �64 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2871 ft-Ibs 70.2% 100% 2 08-06-12 Neg. Moment -3625 ft-Ibs 88.6% 100% 1 19-11-04 End Reaction 686 Ibs 63.5% 100% 2 00-00-00 Int. Reaction 1921 Ibs 80.0% 100% 1 19-11-04 End Shear 673 Ibs 34.1 % 100% 2 00-02-00 Cont. Shear 964 Ibs 48.8% 100% 1 19-09-08 Hole #1 Shear 335 Ibs 51.8% 100% 5 04-11-12 Hole #2 Shear 223 Ibs 34.4% 100% 6 09-10-12 Hole #3 Shear 569 Ibs 87.8% 100% 1 14-10-02 Hole #4 Shear 798 Ibs 94.3% 100% 1 21-09-04 Hole #5 Shear 338 Ibs 61.6% 100% 1 27-06-04 Hole #6 Shear 168 Ibs 30.6% 100% 14 31-05-00 Hole #7 Shear 377 lbs 68.7% 100% 16 35-00-12 Total Load Deflection U756 (0.315") 31.8% Me 2 09-05-04 Live Load Deflection U886 (0.269") 54.2% n\a 19 09-06-10 04°yS . " Total Neg. Defl. U999 (-0.065") n\a n\a 2 26-03-02 Max Defl. 0.315" 31.5% Me 2 09-05-04 * Span / Depth 14.9 -,TAT* A t** Hole Location Valid`0 Hole Summary Center Elevation Ref: Height Width Shape Orientation H01 04-11-12 8" L 11" Circular Horizontal -1D015H5828 SD3D9CHCR4DE DE?486 ED iH H02 09-10-12 8" L 11" Circular Horizontal H03 14-10-02 8" L 11" Circular Horizontal H04 21-09-04 8" L 9" Circular Horizontal° H05 27-06-04 V. L 12" Circular Horizontal H06 31-05-00 8" L 12" Circular Horizontal H07 35-00-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 686 Ibs 42.9% 63.5% TFL1716 B2 Wall/Plate 3-1/2" x 1-3/4" 1921 Ibs n\a 80.0% Unspecified i Page 3 of 23 6Boise cascade Single 16" BCI® 4500s-1.8 A (Joist) BC CALC® Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: % Allow % Allow Bearing Supports Dim. (LxW). Value Support Member Material B3 Hanger 2" x 1-3/4" 650 Ibs 40.7% 60.2% TFL1716 BC FloorValue@ Summary BC FloorValue@: ' "= Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Liv3 load deflection criteria. Design meets arbitrary (1") Maximum Te*al load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be qualified to aPR11q"4?I RldgJ _OAMgon bu#tdI"gtt4e-ar=eWedte§itgn properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@) , AJSTPA, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA -LAM@), VERSA -RIM PLUS@ , Page 4 of 23 21� Poise Cascade Single 16" 13=4,500s-1.8 AA (Joist) BC CALCO Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 38-10-00 Top 64 16 n\a 2 Reaction from J8A Conc. Pt. (Ibs) L 23-06-06 23-06-06 Front 192 48 Me Controls Summary Value %Allowable Duration Case Location Pos. Moment 2846 ft-Ibs 69.6% 100% 2 08-06-12 Neg. Moment -3923 ft-Ibs 95.9% 100% 1 19-11-04 End Reaction 683 Ibs 63.2% 100% 2 00-00-00 Int. Reaction 2146 Ibs 89.4% 100% 1 19-11-04 End Shear 670 Ibs 33.9% 100% 2 00-02-00 Cont. Shear 1143 Ibs 57.9% 100% 1 20-01-00 Hole #1 Shear 332 Ibs 51.3% 100% 5 04-11-12 Hole #2 Shear 226 Ibs 34.9% 100% 6 09-10-12 Hole #3 Shear 584 Ibs 90.1 % 100% 1 14-10-02 Hole #4 Shear 317 Ibs 57.8% 100% 11 27-06-04 Hole #5 Shear 198 Ibs 36.1 % 100% 12 31-05-00 Hole #6 Shear 407 Ibs 74.2% 100% 14 35-00-12 Total Load Deflection U765 (0.311 ") 31.4% n\a 2 09-04-08 Live Load Deflection U886 (0.269") 54.2% n\a 17 09-06-10 Total Neg. Defl. L/999 (-0.069") n\a n\a 3 13-05-05 Max Defl. 0.311" 31.1% Me 2 09-04-08 Span / Depth 14.9 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-11-12 8" L 11" Circular Horizontal H02 09-10-12 8" L 11" Circular Horizontal H03 14-10-02 8" L 11" Circular Horizontal H04 27-06-04 8" L 12" Circular Horizontal H05 31-05-00 8" L 12" Circular Horizontal H06 35-00-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 683 Ibs 42.7% 63.2% TFL1716 B2 Wall/Plate 3-1/2" x 1-3/4" 2146 Ibs Me 89.4% Unspecified 001 0410 V `A15of 400150 5628 5009C 3C WEDE.796B E0 R PB �£L ;9f. tlSYA81j 4in �Y G'.58A s! a eaffij 5 bNM Y Page 5 of 23 ZBoise Cascade � Single 16" BCI® 4500s-1.8 J1A (Joist) BC CALCO Member Report Dry 12 spans I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B3 Hanger 2" x 1-3/4" 681 Ibs 42.5% 62.9% TFL1716 BC FloorValue@ Summary BC FloorValue®: T7. Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 10-00-04 Cautions Hanger TFL1 716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be r qualified i expgt,tq, to app!lpqWgr k4p4,gfaM i 8 on buihg`�ode�Leeptedhie�iyr�"°��°^� propertes and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAMTM, BC FlocrValue® , VERSA -LAM@, VERSA -RIM PLUS®, Page 6 of 23 Boise Cascade Single 16" BCI® 4500s-1.8 5 J2 (Joist) BC CALC® Member Report Dry 1 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 •. ♦ .... .. ,.... ♦ •.. ♦ ♦ ♦..1....1 i.......♦ •..... ♦ ♦ ♦ ♦. ♦ r i 18-11-14 Total Horizontal Product Length=19-11-14 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 636 / 0 159 / 0 B2, 3-1/2" 644 / 0 161 / 0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 19-11-14 Top 64 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3864 ft-Ibs 94.5% 100% 1 09-1177 End Reaction 795 Ibs 73.5% 100% 1 00-00-00 End Shear 781 Ibs 39.6% 100% 1 00-02-00 Hole #1 Shear 435 Ibs 67.1% 100% 3 04-11-12 Hole #2 Shear 159 Ibs 24.5% 100% 5 09-10-12 Hole #3 Shear 432 Ibs 66.7% 100% 6 14-10-02 Total Load Deflection U530 (0.445") 45.3% n\a 1 09-11-07 Live Load Deflection U663 (0.356") 72.5% n\a 8 09-11-07 Max Defl. 0.445" 44.5% n\a 1 09-11-07 Span / Depth 14.7 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation.' ph."�►* . H01 04-11-12 8" L 11" Circular Horizontal ,m�'EN°��+ H02 09-10-12 8" L 11" Circular Horizontal • No 0471.62 H03 14-10-02 8" L 11" Circular Horizontal %Allow %Allow MATE F Bearing Supports i Value Support r Material 2Dim. x 1 3/4 7951bs 49.7/o 73.5/o TFL171.6 B2 Wall Plate 3-1/2" x 1-3/4" 805 Ibs n\a 54.5% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Enhanced Controlling Location: 09-11-03 Cautions Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam 400150 5828 5D6DSCBCA40EDE 796E EO F9 IMI"pMpatAttA4#PG.2WAA,te{RaCavW.aa941 C}6Rxmap a9Mkf0E� ¢t [tt.:k.aneea3cnth¢aMwxa'*aaswtgafxa•i artfrFmLta?aCntC9u arx�eet t?�Qxusmat�erwtaenst�maa�n%:mra �e Page 7 of 23 i Ml� Boise Cascade Single 16" l3Cl® 4500s-1.8 J2 (Joist) BC CALCB Member Report Dry 11 span I No cant. 119.2 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 0°1 0 must be reSfl�'rdireif`ti'by a qualified engihe � 'Ir appropriate expeg,tQ, mEe sal j pUvacy_o for to app .W&jkpVk%jpP&§gon properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 8 of 23 013olse Cascade BC CALCO Member Report Build 7133 Job name: 4EHB-Hayden Address: City, State, Zip: Customer: Code reports: ESR-1336 Single 16" BCI® 4500s-1.8 J3 (Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed File name: 4EHB-Hayden Description: Specifier: Designer: Company: March 28, 2019 11:18:35 . 1IT . B1 17-08-00 Total Horizontal Product Length=17-08-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 578 / 0 142 / 0 B2, 2" 570 / 0 140 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (Ib/ft) L 00-00-00 17-08-00 Top 65 16 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 3042 ft-Ibs 74.4% 100% 1 08-10-12 End Reaction 710 Ibs 65.7% 100% 1 17-08-00 End Shear 697 Ibs 35.3% 100% 1 00-03-08 Hole #1 Shear 380 Ibs 69.3% 100% 3 04-07-13 Hole #2 Shear 146 Ibs 22.6% 100% 4 09-00-02 Hole #3 Shear 391 Ibs 71.3% 100% 6 13-03-11 Total Load Deflection U764 (0.272") 31.4% n\a 1 08-10-12 Live Load Deflection U952 (0.218") 50.4% n\a 8 08-10-12 Max Defl. 0.272" 27.2% n\a 1 08-10-12 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation'�°j ��,tttfffj<f��� , H01 04-07-13 8" L 12" Circular Horizontal H02 09-00-02 8" L 11" Circular Horizontal No 04 8 ' H03 13-03-11 8" L 12" Circular Horizontal ;...A fic % Allow % Allow TAT. Bearing Supports Dim. (LxW) Value Support Member Material Oat , t %Itattl B2 Hanger 2" x 1-3/4"3/4 710 Ibs 44.4% 65.7% TFL1716ed _ <°0150 58235D$D9C3CA9°EOE=E° f9 aasmscazyaaar, evxaa am,nne+. BC FloorValue® Summary BC FloorValue@): Subfloor: 3/4" OSB, Glue + Nail • 9YYt.HSt4$Hsk01t8� &aadP[�94d�acSS�facCs.4 Minimum Enhanced Premium Subfloor Rating: Code Minimum_ Controlling Location: 08-10-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2)10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam Page 9 of 23 r @Boise Cascade Single 16" BCIO 4500s-1.8 J3 (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. Use must be reLievtcLe`te by a qualified engihegi gr appropriate expg itg g5ps ggyMy,priorto evmewcsa orsuiTaouay Tor a parucutar 19, bui�tdl�ng�:odecepted°de�igr�d�,�= properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCIO , BOISE GLULAMTm, BC FloorValue® , VERSA -LAW, VERSA -RIM PLUS® , Page 10 of 23 08olse Cascade Single 16" BCI® 4500s-1:8 IPASSEDI J3A (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 17-08-00 B1 B2 Total Horizontal Product Length=17-08-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 863 / 0 214 / 0 B2, 2" 609 / 0 150 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160%" 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 17-08-00 Top 65 16 n\a 2 Reaction from J8 Conc. Pt. (Ibs) L 02-03-10 02-03-10 Front 323 81 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3476 ft-Ibs 85.0% 100% 1 08-03-07 End Reaction 1076 Ibs 73.0% 100% 1 00-00-00 End Shear 1053 Ibs 53.3% 100% 1 00-03-08 Hole #1 Shear 371 Ibs 67.6% 100% 3 04-07-13 Hole #2 Shear 195 Ibs 30.1% 100% 4 09-00-02 Hole #3 Shear 440 Ibs 80.1 % 100% 6 13-03-11 Total Load Deflection U659 (0.316") 36.4% n\a 1 08-08-06 Live Load Deflection U821 (0.253") 58.5% n\a 8 08-08-06 Max Defl. 0.316" 31.6% n\a 1 08-08-06 Span / Depth 13.0 Hole Location Valid N. Hole Summary Center Elevation Ref. Height Width Shape Orientation �:' No 047102 », w H01 04-07-13 8" L 12" Circular Horizontal ilr H02 09-00-02 8" L 11" Circular Horizontal ' H03 13-03-11 8" L 12" Circular Horizontal ' STATS OF ;?V Bearing Suppor B1 Wall/Plate B2 Hanger Dim. (LxW) 3-1/2" x 1-37, 2" x 1-3/4" % Allow % Allow Value Support Member Material 1076lbs n\a 73.0% Unspecified 759 lbs 47.4% 70.2% TFL1716 = 0.115856785@3D9L 3CAADE DE7988 E0 F9 P[ GPL tK. f+PiHli tlitl#E3S�3Q6x14 SE05y eR63a95N�1 anCamltstemeala BC FloorValue@ Summarysaw BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-10-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist • Page 11 of 23 A Boise Cascade Single 16" BCI® 4500s-1.8 A E MA (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be reifi Wptllddave dby a qualified engines Or appropriate expggtgg§N§g lgyMy.epnor to any,oneareFgqi'n���,� suehnovs# - E►l as ev e9c oi's-u1i a`9i i " for a'ar(icular app A, r I�SP!! €�) i Edon buffdln g�cozfe2aeceptedbde5it3n- proper ties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARDTm, BCI® , BOISE GLULAM-, BC FIoorValueO , VERSA -LAM®, VERSA -RIM PLUS® , Page 12 of 23 08olse cascade Single 16" BCI® 4500s-1.8 S A (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 15-01-00 Total Horizontal Product Length=15-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 608 / 0 152 / 0 B2, 2" 598 / 0 150 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-01-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2720 ft-Ibs 66.5% 100% 1 07-07-04 End Reaction 748 Ibs 69.2% 100% 1 15-01-00 End Shear 731 Ibs 37.0% 100% 1 00-03-08 Hole#1 Shear 417lbs 76.1% 100% 3 03-09-04 Hole #2 Shear 151 Ibs 27.6% 100% 4 07-08-00 Hole #3 Shear 407 Ibs 74.2% 100% 6 11-03-12 Total Load Deflection U963 (0.184") 24.9% n\a 1 07-07-04 Live Load Deflection U1204 (0.147") 39.9% n\a 8 07-07-04 Max Defl. 0.184" 18.4% n\a 1 07-07-04 Span / Depth 11.1 Hole Location Valid Ati�e�ra Hole Summary Center Elevation Ref. Height Width Shape Orientations H01 03-09-04 8" L 12" Circular Horizontal �� �N� ENv H02 07-08-00 8" L 12" Circular Horizontal q" tad 047182 H03 11-03-12 8" L 12" Circular Horizontal %Allow %Allow w S1Af P Bearing 11'3/4" Value Material Hanger %rt 3'1/2' xm. 760 Ibs 27.3 51 6%r THF17157 B2 Hanger 2' x 1-3/4 748 Ibs 46.7 /0 69.2 /o TFL1716 'fir,." tt1 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-04 Cautions Hanger THF17157 requires (24)10d face nails, (2) 10d x 1-1/2 joist nails. Hanger TFL1716 requires (2)10d face nails, (4)10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger THF17157 is a Double 1-3/4" x 16" LVL beam Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam 40015E 5825 5DSDKBCA40EGE 796B.E0 R [iM "9m at DhcA auKrmu>try si�fus aaa as we "f u�r.� cw,esu. at nG"x.aulsstxnraaams�.meoare.,a�a,x,a.! mitkmtd:>ti�oMa P3'ASSE®tom= c10 C�::taeCtit �'a xw! tcasi63t¢9'G&C s'vffi x�k4 imG tl'65?f4i�'srax�"KuethaaaCSyY9 N»saycic3tsr� x�xs. Page 13 of 23 i Spolsecaseade Single 16" BCI® 4500s-1.8E A (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. aPP(I �? rIlAl�r on buf�dl�l�g`kode�'arsee�StedgdeSY properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJS-, ALLJOIST®, BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 14 of 23 013oiseCascadeSi� Single 16" BCI® 4500s-1.8 D J5 (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS i Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 15-02-12 J8A 132 Total Horizontal Product Length=15-02-12 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J8A, 2" 525 / 0 129 / 0 B2, 2" 525 / 0 129 / 0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-02-12 Top 69 17 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2425 ft-Ibs 59.3% 100% 1 07-07-08 End Reaction 655 Ibs 60.6% 100% 1 00-00-00 End Shear 641 Ibs 32.4% 100% 1 00-02-00 Hole #1 Shear 351 Ibs 64.0% 100% 3 03-11-00 Hole #2 Shear 140 Ibs 25.5% 100% 4 07-09-12 Hole #3 Shear 361 Ibs 65.9% 100% 6 11-05-08 Total Load Deflection L/1066 (0.169") 22.5% n\a 1 07-07-08 Live Load Deflection L/1329 (0.136") 36.1 % n\a 8 07-07-08 Max Defl. 0.169" 16.9% n\a 1 07-07-08 Span / Depth 11.3 Hole Location Valid , Hole Summary Center Elevation Ref. Height Width Shape Orientation�"'� H01 03-11-00 8" L 12" Circular Horizontal� E+*��� H02 07-09-12 8" L 12" Circular Horizontal d No 047182 H03 11-05-08 8" L 12" Circular Horizontal % Allow % Allow T �E Bearing Supports Dim. (LxW) Value Support Member Materialrp�.+� J8A Hanger 2" x 1-3/4" 655lbs 40.9% 60.6% TFL1716 B2 Hanger 2" x 1 3/4" 655 Ibs 40.9% 60.6% TFL1716� -RODS SBSS2850 09C BCA40EOE796B ED E9 IIA"VJMIplAbt9H#GYGYLHX@{?49Li SFA&AEp WItAl6f Iba,IMN. BC FloorValue@ Summary Pci tis..xa 1�DaEmm Aa mRD¢w a�sa aut BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-06 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam 11 Page 15 of 23 gBolse Cascade � Single 16" BCI® 4500s-1.8 ASS J5 (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Use must be qualified expgA,tg to aPRlQul4M#E3�t?� on b u itd lh�dode�a�eeptedadeti �� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOIST®, BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUS®, Page 16 of 23 aBolseCasc,de Single 16" BCI® 4500s-1.8 ISS A (Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: .., <o&.: ..... 3 ` a..... c','.4.;,4wL.e t r. %A �..A�. '1/ i L B1 1 M3-06 132 Total Horizontal Product Length=15-03-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2-3/8" 612 / 0 153 / 0 B2,2" 610/0 152/0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160%, 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-06 Top 80 20 n\a Controls Summary value %Allowable Duration Case Location Pos. Moment 2828ft-Ibs 69.1% 100% 1 07-07-12 End Reaction 762 Ibs 70.5% 100% 1 15-03-06 End Shear 746 Ibs 37.8% 100% 1 00-02-06 Hole #1 Shear 408 Ibs 74.3% 100% 3 03-11-10 Hole #2 Shear 163 Ibs 29.7% 100% 4 07-10-06 Hole #3 Shear 421 Ibs 76.8% 100% 6 11-06-02 Total Load Deflection U913 (0.198") 26.3% n\a 1 07-07-12 Live Load Deflection U1142 (0.158") 42.0% n\a 8 07-07-12 Max Defl. 0.198" . 19.8% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid Hole Summary 'Center Elevation Ref. Height . Width Shape Orientation• H01 03-11-10 8" L 12" Circular Horizontal�E**"»� H02 07-10-06 8" L 12" Circular Horizontal` No 047162 H03 11-06-02 8" L 12" Circular Horizontal 0 Allow /" 0 /o Allow SitTE F Bearing WaIlpPlate s (tx�3/4" Value port 2�3/8m. 766 Ibs n\a 64 9%er Unspeial cified B2 Hanger 2" x 1-3/4" 762 Ibs 47.7% 70.5% TFL1716 1 BC FloorValue@ Summary BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-14 Cautions Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Double 1-1/2" x 11-1/4" LVL beam .400158 58n SOMSC3CA80EDE79.68 EO F9 Rtaf Rgft3 a]sAk4Y.4ReG 913D=BGt�h^aA 6Ae2MO tftaibS>1 WttnCtq FCi�-;&.4sJtuitm f5@Ed.miLbarid@das eamgi%xn*i ena s A x w1'�c�rx:atten so:a euet 6a cxctic! m+xy dzsrmur xa��ss. A Page 17 of 23 Boise cascade Single 16" BCI® 4500s-1.8 PASSED J6 (Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Use must be reYleiy,�UWVe t�by a qualified engiheerr appropri to aPR)l S� a� Qi �l,,b 1 ,on buii tngwcodeaateepted"desittnr 1 properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER®, AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM®, VERSA -RIM PLUS@ , Page 18 of 23 613ofse Cascad® Single 16" BCI® 4500s-1.8 J7 (Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: . . . -7 � I 15-03-08 J8 B2 Total Horizontal Product Length=15-03-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J8, 2" 551 / 0 138 / 0 B2, 2" 551 / 0 138 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Lin. (lb/ft) L 00-00-00 15-03-08 Top 72 18 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2559 ft-Ibs 62.6% .100% 1 07-08-00 End Reaction 688 Ibs 63.6% -i00% 1 00-00-00 End Shear 673lbs 34.1% 100% 1 00-02-00 Hole #1 Shear 193 Ibs 29.8% 100% 3 06-07-10 Hole #2 Shear 339 Ibs 61.8% 100% 4 10-11-03 Total Load Deflection U1007 (0.18") 23.8% n\a 1 07-08-00 Live Load Deflection U1259 (0.144") 38.1 % n\a 6 07-08-00 Max Defl. 0.18" 18.0% n\a 1 07-08-00 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation ilii�lifF#3pi H01 06-07-10 8" L 11" Circular Horizontal H02 10-11-03 8" L 12" Circular Hon'zontal No 04'?l8 R % Allow % Allow. Bearing Supports Dim. (LxW) Value Support Member Material J8 Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716 STATE 'E *z B2 Hanger 2" x 1-3/4" 688 Ibs 43.0% 63.6% TFL1716 BC FloorValue@) Summary BC FloorValue®:I Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-12 Cautions Hanger TFL1716 requires (2) 10d face nails, (4)10d TF nails, (2) 10d x 1-1/2 joist nails. Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist Header for the hanger TFL1716 is a Single 2-1/2" x 16" 1-joist 40015B:58a 5003CX MDEOE )95B.EO F9 axu]�"am"ssn.m.wxm�arsxpEtgrattaaamxe opuymvetan.,tesmx, PY �dt,lSC r4xtcjEfll�P.1t@iMM'f.84+dx.Y�g92)td�j mt6¢mjGJta>eetu9.. erdu.9scy rsM trait aeewsaeen:aese9''ugnes�se arms un9 eM9w::naRrnUs>tschealomutlu rxa:!c3mmYdretrat� E9cks, Page 19 of 23 h Boise Cascade Single 16" BCI® 4500s-1.8IPASSEDJ J7 (Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 28, 201911:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC@ analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. must be reMi.4,+VrA�fLifA4epitp`rf by a qualified engineg fNr appropriate exp.�ltg,@Myg9Y1j0 34 E96ePrior to anyone.rel i =suehrort nt�as eva&! off' R&S i rer`a rar(icular appl&a4gr&aThft,gp.tp 6@.�[ton buftdlh�ds eptedldeti d�� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER@ , AJS-, ALLJOISTO, BC RIM BOARD-, BCI@, BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS®, Page 20 of 23 08olse cascade Single 16" BCI® 4500s-1.8 S A (Joist) BC CALCO Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: I l 1 1 1 1 1 1 1 1 1 1 . .,. 03-04-08 J3A BM1 Total Horizontal Product Length = 03-04-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J3A, 2" 323 / 0 81 / 0 BM1, 2" 407 / 0 102 / 0 Load Summary Live Dead snow Wind Roof ocS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft2) L 00-00-00 03-04-08 Top 40 10 16 2 Reaction from J7 Conc. Pt. (Ibs) L 01-11-02 01-11-02 Front 550 138 n\a controls Summary Value %Allowable Duration Case Location Pos. Moment 614 ft-Ibs 15.0% 100% 1 01-11-02 End Reaction 509 Ibs 47.1 % 100% 1 03-04-08 End Shear 498 Ibs 25.2% 100% 1 03-02-08 Total Load Deflection U999 (0.008") n\a n\a 1 01-11-02 Live Load Deflection U999 (0.006") Me n\a 2 01-11-02 Max Defl. 0.008" n\a n\a 1 01-11-02 Span / Depth 2.4 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material J3A Hanger 2" x 1-3/4" 404 Ibs 25.3% 37.4% TFL1716 -,A�,#ti�i ffs ` BM1 Hanger 2" x 1-3/4" 509lbs 31.8% 47.1% TFL1716 ��•"*•• � � BC FloorValue@ Summary 047182 ' BC FloorValue®: =*- x4>- Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Premium w iA F Controlling Location: 00-01-04,, Cautions 44flasOVk' Hanger TFL1716 requires Han 2 10d face nails, 4 10d TF nails 2 10d x 1-1/2 joist nails. ' 9 q ( ) ( ) t ( ) � 40015858225D3D9C SCAIIDEOE 7966 EO f'4 Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist° Header for the hanger TFL1716 is a Single 1-3/4" x 16" 1-joist N@lIDCS4gJ.EY� IP3Y*1R4N'aClt PiDx[bt[W9kS¢tBSffgrsaC�'BfcahS aM ktd!3fA<S atASarhi'iMM 60Se Mast 6" vsf tlL•'ii eih asY !/ffiiLfJc Page 21 of 23 4 , , r Boise casgade Single 16" BCI® 4500s-1.8 J8 (Joist) BC CALC® Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: USP Structural Connectors BC CALC® analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 0471.02, must be reMi qualified eng to .4,bAagd, on bu itding�ode'-at�epted�fe�itJ� �� properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARDTm, BCI® , BOISE GLULAM-, BC FloorValueO , VERSA -LAM®, VERSA -RIM PLUS®, Page 22 of 23 . :' Boise cascade Single 16" BCI® 4500s-1.8 ; J8A (Joist) BC CALC@ Member Report Dry 11 span I No cant. 116 OCS I Repetitive I Glued & nailed March 28, 2019 11:18:35 Build 7133 Job name: 4EHB-Hayden File name: 4EHB-Hayden Address: Description: City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 02-01-08 J1A B2 Total Horizontal Product Length = 02-01-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live J1A, 2' 192/0 48/0 B2,4" 446/0 110/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft2) L 00-00-00 02-01-08 Top 40 10 16 2 Reaction from J5 Conc. Pt. (Ibs) L 01-04-10 01-04-10 Front 525 129 n\a Controls Summary Value % Allowable Duratlov, Case Location Pos. Moment 244 ft-Ibs 6.0% 100% 1 01-04-10 End Reaction 556lbs 37.7% 100% 1 02-01-08 End Shear 534 Ibs 27.0% 100% 1 01-09-08 Total Load Deflection U999 (0.003") n\a n\a 1 01-04-10 Live Load Deflection U999 (0.002") n\a n\a 2 01-04-10 Max Defl. 0.003" n\a n\a 1 01-04-10 Span / Depth 1.3 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material J1A Hanger 2" x 1-3/4" 240 Ibs 15.0% 22.2% TFL1716 ��e#ftttfffr B2 Wall/Plate 4" x 1-3/4" 556 Ibs n\a 37.7% Unspecified x�" ""*• �§R; * $ t BC FloorValue@ Summary f41> BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Di c Osure � Boi C sra. Minimum Enhanced Premium Subfloor Rating: Premium Use gal ControllingLocation: subje> 'be. ocaon:I (FIlk�, Cautions must be re'iA+3 Pii "fh led by a qualified engineer r appropriate Hanger TFL1716 requires (2) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2 joist nails. ezp.%tit.QQPMMYyg��ggVA9y,,prior to Header for the hanger TFL1716 is a Single 1-3/4" x 16" I joist an)rone ilkua�� ev `�`�`'"" 'swja%i)I for a ar lcular aPRjl/! 4 I, on Notes bu iiMgtsode'laftepted'de5lt, tl- properties and analysis methods. Design meets Code minimum (U240) Total load deflection criteria. Installation of Boise Cascade Design meets User specified (U480) Live load deflection criteria. engineered wood products must be in Design meets arbitrary (1 ") Maximum Total load deflection criteria. accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes. To Hanger Manufacturer: USP Structural Connectors 9 obtain Installation Guide ask questions, please call (800)232-0788 BC CALCO analysis is based on IBC 2009. before installation. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. AL CALC®, BC FRAMER@ , -BLJOIST®, BC RIM BOARD-, CI@ , BOISE GLULAM-, BC FloorValue® , VERSA -LAM@, VERSA -RIM PLUS@ , Page 23 of 23 r�