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HomeMy WebLinkAboutTrussHANGER SCHEDULE 7mm;BEABING HEIGHT saEDuLE ' 0' - •' UNLESS NOTED OT ERYIg ALL HANGERS"ARE USP'NU526'. 18'-0" ELEV. '-4" QHUM QG :m1ns. 8'-4" ELEV. ' 7OHUS18 O T1T316 ¢ IB•slO' ". U U U U U �,� - '. 6T ©MOH28 OI T7157' B'-8' ELEV. TOHM-2 O JMIF-TZ D" 0" ELEV. 'cJ1 EE TB1H26-2 KK HD416. o'-o" ELEV. CJ1 EJ66 FO M26-2 O SPECIAL O CJ3 CJ3. CD ROOP'Ti015•i OmOT QdID- TC.U: 20 psf. FLOOR TRUSS 00,,CN- , LC.LL 40 sl. P I I TCD.L 7• pat TC.D.L 10 Pat TOTAL 37. pal. TOTAL 55 pat CJ5 .. .. CJ5 DURATIONFACTOR1.25. BURATIFACIIR 1.DO - ° - ` �.' • ABA WIND STANDARD ASCE 7-10 WIND SPED) 160 mph FLDOR TRUSS MAY BE'ADAMTED 2" FOR PLUMBING. IF NESSARY ,'T;;, - .. _ BUBDING F11P09ME C FLOOR TRUSS -SPACING ,+ BUILDING TYPE- O84D 2'-0" UNLESS NOTED {• • II N A]A APPROVED TRUSS ANCHOR BY BUILDER . 2X4' MINIMUM TOP AND' BOTTOM CHORDS .. ��.'�•' .�- PLUMB CUT OVERHANG' r N, A6A 12 4-3 16 ,. _ _ ... .. HE N"- � 0 A4 12 - •, ! N A3. �?�iz 1•-0.. BRG. I �.. UNLESS NOTED - OTHERWISE N;': A2 TYPICAL TRUSS END Vr ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. - - DO NOT CUT OR ALTER TRUSSES WITHOUT d' AUTHOPJZATON FROM THIS OFFICE _ - THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ' �• ANY BROKEN COMPONENTS AND/OR MISSING PIECES ' N NO BACKCHARGfS WILL BE HONORED. ' N ¢ WARNING . CaWYIWN. IRAIOA• Om.T01 AWA111 RDNAN}If B110iC ¢ LOT TE R60>- , • � S411Y T ra TIDSS ON9oR RAIF YI.MIFAtTAN}. a >dss fATRIAIUL TSIW¢ ORTnIDD IDrV3 ARE GNITnnD ro s1x PR6®DUL AOMS IRLRPD • N IUELOOI ®ACID DDDM ¢ AIIAR REOUi6D ro PRE\4]iT IDEAIIG AID DDnDNc DImD DamtaA AID voNiDRNN TIIMOIO wNa NAr Tc IEwnm �` " ,� - I N KWIC ANRDAlDV4 gE'BMWs ROOD liNl� CPeETTTART A1D ftt>aIR[TmAlv6 (e6LN) NRR nIRTIER NIflNAIIX � OD N AZ _ O I O TRD325 BMIL E TI¢TAHID N A sTRaDMr AND PLnO PlffinpL Nm¢ xD McAnrc ¢Amen ONFLLY ro TfP AND/a eoTla DIOmS IlEY awl ¢ DrA® As ssMDan a ra DIOfD® TNL6M Tlors$ suu � IMmIm NM "" N A3 CART OIAlO Dsc1a1 ro URETEIIT nN1MI✓Z a N41®IH. OYIRY. NOTE '+,• '/. IT IS THE R ONSIBIUTY OF THE BUILDING DESIGNER OR AN CT TO PROVIDE AN APPROPRIATE CONNECTION FOR 7RUSST55 '• - A4 TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECI CONSIDERATIONS FOR MECHDDCAL EOUIPMENT 'y'� • - AND/OR F'WYBING (AMID THEIR CONNECIION.S) IN 1RU55 SPACE MUST BE DIAGRAMMED BY BUMER ON APPROVED TRUSS LAYOUT • A5 - PRIORTD FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBNUTIES ARE LIMITED TO THOSE DESCR LED IN WTCA , I,.r 1-1995'DESIGN RESPONSIBRUTIS'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIRLITIFS AND/OR UAB(UTY FOR THE CONSTRUCTION " ' N A5 DESIGN. DRANNR DOCUMENTS NMU NO THE INSTILLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE • - N �{] YOUR SIGNATURE WILL ALTODATEDCC 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CDNDITIONS. N AS _ INCLUDING WALL HEIGHTS, ROOF PITCH. HIM HEIGHT. OVERMARR WUNR ETC. 3) TRUSSES WILL BE ME IN STRICT ACCORDANCE . N N WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEN. SIGNED >N In J 6 'o --3 TITLE DATE N REGUESTED TRUSS SHIPMENT DATE :•., - ACTUAL TRUSS SHIP DAM IS BASED ON OUR CURRENT DDNERY SCHEDNE ) Y _` N B2 C1 N E T N B3 ip C2 N PO I s N C r s N 914 4 tine y a;r=- I CJ36 T CJ36 �e s CJA y ® omponents, uc -3l CJi6 CJ76 19900 INDEPENDENCE BLVD J: _ OROVE1:AND FL 3a736 RANEY 'r _ OFFICE: 352--429 COMP TS •� - - .FAX• 352-429-7-9 FAX.3 :o 7429-aneycompone® ' 6 Di EJ56 ti"ss - - - -429 l�� : U U U U Horton - - _ - lnT/alE/OUfDM- Creekside Lot 69• A 20' -8" 3'-6� 3'-8.. . Tx9pa(L• 1756-Easthom "A" ' DAIS• aANx BW H IxGWHO WI¢Dt JA36csooss' C RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents LLc one: (352)429-9429 ' (352)429-0304 ` Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0069A Printed: Fri, Oct 11 2019 -,jvo inrorma roan: Address: FOR Name and License Number. Customer Name: Creekside Lot 69/A DR Horton 3213 Trinity Cir Description: City State Zip. 1756-Eastham A - Fort Pierce, FL Roo/Loads: TC Live. TC Dead: I BC Uve: BC Dead: Floor Loads: TC Live: TC Dead. BC Live: BC Dead: 20 .7 0 10 20 7 0 10 Bldg. Code. Wind Std. Wind 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 SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A6A 8 A7 9 A7A 10 A8 11 A8A 12 B1 13 B2 14 B3 15 B4 16 C1 17 CIA 18 C2 19 MV1 20 MV2 21 EJ66 22 J66 23 J66A 24 E156 25 CJ5 26 CJA 27 We 28 CJ36 29 CJ3 30 CJ16 31 CJ1 32 HJ66 33 HJ56 34 HJA 35 HJB • n U e I Digitally signed by Manuel Martinez No 04710.2atp�2019.10.14 n 09:2T25-04'00' R � MYW STATE O 0U5B5LNZ9C3CA40EDET90EDF9. �z t� •nt - edetd e.,ue Page 1 of 1 00*0 C000 SEQN: 704727 / T34 / COMN Ply: 1 Job Number: 36CS0069A FROM: JAH City: 5 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 212.8lbs Truss Label: Al / ... 10/11/2019 T2"15 10'0"4 13'8"5 20' 26'3"11 29'11°12 32'9"1 40' T2"15 2'9"5 3'8"1 6'3"11 6'3"11 3'8"1 2'9"5 72"15 m '0 33 F=_.t;xF 012X4 =4X6=3X4 =3X10 =3X4=4X6 U12X4 6 zn SEAT PLATE REQ. L 40' T7"3 4'10"13 1'4 6'7"3 6'7"3 �1'4""13 ' T13 12' 13'4 3 20' 26'7"3 28' SEAT PLATE REQ. 4'10"13 + T1"3 +1� 32'10"13 40' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 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): 0.214 O 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.398 O 999 180 Risk Category: II B 1563 /- /- /923 /333 /344 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.082 L - - EXP: C Kzt: NA J 1563 /- /- /923 /333 / Des Ld: 37.00 HORZ(TL): 0.152 L Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 TCDL: 4.2 psf B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.439 J Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2bi4 Max BC CSI: 0.547 Bearings B & J are a rigid surfacu. " Re Fee: Yes Max Web CSI: 0.846 Spacing: 24.0 C&C Dist a: 4.00 ft P Bearings B & J require a seat plate. Loc. from endwall: not in 13.00 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: 18.02.01A.0205.20 A - B 23 0 F - G 1226 -2013 Lumber B - C 1699 -3225 G - H 1468 -2581 Top chord 2x4 SP #1 C - D 1456 -2641 H - I 1456 -2641 Bot chord 2x4 SP #1 D - E 1468 -2581 1-1 1700 -3225 Webs 2x4 SP #3 E - F 1226 -2013 J - K 23 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached B - R 2913 -1434 O - N 2359 -1113 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. R - Q 2910 -1434 N - M 2910 -1438 Q - P 2910 -1434 M - L 2910 -1438 Wind P - O 2359 -1089 L - J 2913 -1438 Member design based on both MWFRS and C&C. y gyp+ Maximum Web Forces Per Ply (Ibs) �";' +•+�+•��i® Webs Tens.Comp. Webs R - C 257 - 9 O G Tens. Comp. 489 760 - - s • ®► t�8 #1 « 182 C - P 382 - 594 G - N 447 169 to P - E 447 -169 N - I 382 - 594 E - O 489 - 760 I - L 257 -10 F-O 1151 -630 STATEd0 w om� 40DISB58785D3D'9C3CA40EDE7965EOF9 mea�mniaacuaurmyrga�amm aazre eyrs� e�masreer, P[#�.tk; 4tJifl{Oy��tRmcnaBsvfa9+�a SNt i ' ? 1l�tltdk88t1gf Wrd ° vrbmdemsenof et�8ouecffiu amrswuwsl6,,er �edanl c;uffia sndtlnsua autf.nm`msarseeM o�tl�af on mgeimmmz -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extfeme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of Component Safety Information, by TPI an � SBCA) for saty practices prior to perl"orming these functions. Installers shall provide bracing per BCSI. Unless:noted have BCSI (Building terhporanry[ otherwise,top chord shall properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, Apply oas applicable. pplates to each,face of truss and position as shown above and on the Join Details, unless noted otherwise. 160A-Z defer to raenngs for standard•plate positions. Alpine, a division of ITW Buildin Compon nts Gro(rp In, shall not be respponsible for any deviation from this drawing any failure truss in conformance with ANSI PI 1, or or handling ship in installatidn and bracing trusses. A seal on this drawmq to build the of or usting this drawing indicates acceptance of protessl�nal engineering rsponsrbilitv solely for the design shown. p 9uilding cover pa e . The suliability and use of this thawing for any structure is e responsibility of the Desigrffar per ANSI/TPI 1 Sec.2. SEQN: 712362 / T1 ! HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756=Eastham A ,DR Horton DRW: Wgt: 238.0 Ibs tTruss Label: A2 / ... 10/11/2019 T2"15 + 100"4+ 13'8"5 + 18'6" + 21'6" + 26'311 f' 29'11 "12� 32'9"1+ 40 T2"15 2'9"5 3'8"1 4'9"11 3' 4'9"11 3'8"1 2'9"5 T2°15 :5X8 E5X8 F G m b bo =4X6 1 = M X4 =4X6=3X4 =3X4=_X4=3X4 =_ X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 4'1013 _i1'4"13 5'1"3 i_1'6"i 5'1"3 i1'4"1�3 4'10"13 T1"3 T1"3 12' 13'4" 3 18'6" 20' 26'7"3 28' + +1� 32'10"T 40' �1 6 21'6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.208 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.388 P 999 180 B 1563 / /- /927 /339 /321 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 M - - K 1563 /- /- /927 /339 /- Des EXP: C Kzt: NA HORZ TL : 0.150 M ( ) Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 B Br g Width = 8.0 Min Req = 1.8 Soffit: 2.0� TCDL: 4.2 psf BCDL:5.0 sf BldgCode: FBC 2017 RES Max TC CSI: 0.430 K Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.532 Bearings B & K are i rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 It Rep Fac: Yes Max Web CSI: 0.766 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 G - H 1343 -2124 Lumber B - C 1756 -3227 H - 1 1530 -2577 C - D 1518 -2637 I - J 1518 -2637 op chord 2x4 SP #1 Tot D - E 1531 -2577 J - K 1757 -3227 chord 2x4 SP #1 E - F 1342 -2124 K - L 23 0 Webs 2x4 SP #3 F-G 1285 -1911 Wind Member design based on both MW FRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2916 -1487 Q - P 1905 - 886 U - T 2912 -1487 P - O 2354 -1180 T-S 2912 -1487 O-N 2912 -1511 S - R 2354 -1156 N - M 2912 -1511 R - Q 1905 - 866 M - K 2916 -1511 X'%� �FRb+*MAaIa. e^ktei ";� �eR�„ Maximum Web Forces Per Ply (Ibs) "' ` Webs Tens.Comp. Webs Tens. Comp. *� 6' 0471 U-C 261 -8 Q-G 211 -199 C - S 383 - 603 G - P 570 - 325 S - E 433 -172 P - H 455 - 693 ;e aC1 E - R 455 - 693 H - O 433 -172 was F - R 570 - 325 O - J 383 - 603 F-Q 211 -199 J-M 261 -9 40015E 56285D 309C K A4DE DE 796B EO F9. rsyserez»axm�s *raeu�c, er�rma�a samae pyrawvas wrtafcs, ff[1i4.E&. CC:Y82}8111Ae u'1LYmtxD?'•i8 X755i2 iY'AM9S%atpRate�0. rr c3ttpxxa{?i2s4ar3[Ss23naGt4cnsk&3tC s�sx4= =kd uw fstakwM4awYnts,48atfmaEtda f3iGLik*w". 0ft' 4mhwk Ord - **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide tempora bracing Per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erryly attached rigid ceiling Locations shown forfpermanent lateral restraint of webs shall have bracing insgalled per BCSI sections B3, B7 or �10, as applicable. Apply plates to each face o truss and position as shown above and on the JoinTDetails, unless noted otherwise. �tefer 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 drawin any failure to build the truss in conformance with ANSIir} 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)essional 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 thislob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com• ICC: www.iccsafe.or SEQN: 704739 / T28 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 247.8 Ibs Truss Label: A3 / ... 10/11/2019 1'054+ 13'8"5+ 2.1I 23111� 239'811"12+ '95"1+ 40' 381 29611 36" 3362691 7'2"151 22 209 9 rn N 1� 1 -4X6 SEAT PLATE REG. .::5X8 1113X4 =5X6 F G H 1113X4 =4X6=3X4 =3X4 =3X8 =3X4 =3X4=4X6 1113X4 SEAT PLATE REG. 40' 7'1"3 4'10"13 1'4' 3 L 3'6" r I 3 f- 31"3 '1 4-10"13 71"3 1' 7'1"3 12' 20' 13'4 3 313 23'6" 26'7"3 14 3 32'10"13 40" 166" 2 '1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.210 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.391 G 999 180 B 1563 /- /- /929 /346 /290 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.080 N - - L 1563 /- /- /929 /346 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.149 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 Min Re 1.8 9 q = Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 L Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.542 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0." C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.590 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 G - H 1433 -2147 Lumber B - C 1804 -3230 H - 1 1492 -2294 Top chord 2x4 SP #1 C - D 1569 -2632 I - J 1581 -2572 Bot chord 2x4 SP #1 D - E 1581 -2572 J - K 1569 -2632 Webs 2x4 SP #3 E - F 1492 -2294 K - L 1803 -3230 F-G 1433 -2147 L-M 23 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2919 -1540 R - Q 2075 -1033 V - U 2915 -1540 Q - P 2348 -1224 U - T 2915 -1540 P - O 2915 -1564 T - S 2348 -1200 O - N 2915 -1564 d S - R 2075 -1008 N - L 2919 -1564 ��4®"$�v14✓ Maximum Web Forces Per Ply (Ibs) w i fps Webs Tens.Comp. Webs Tens. Comp. o Q0. y V- C 266 - 8 R- H 239 -166 « C - T 388 - 614 H - Q 593 - 383 T - E 402 -172 0-1 428 - 609 TA E - S 428 - 609 I - P 402 172 F - S 593 - 383 P - K 389 - 614 F - R 239 -166 K - N 266 -10 G - R 189 -202 400158582E 5D 30SC WE DE 796BM F9 fK1SfEFlIefl047§&Rb- 4�y"tE4�H@PiiCAy flaPlsi3IE1f1P.4d,'. 6Pi tPi.. {{L @6718D f 6l IDS iYsffi 6i51%A �°if t�'a�>W 5NA.2 A'C�t194YIIWsdt4sdA 7Y�'�S3S.f�i4II f33{j�¢kpCF1i ffi4iH1�Cl9)��L'i s�t361.Yi� 5L]�i'>i E01�[J4 fFSAaS - C'GffQ CaLL21s0 bmri{Ctl M9kfidfxdftlliZ iSy�S. **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 c� SBCA) for satpety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propePly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applical5 e. App�y plates to each face ofPtruss and position as shown above and on theJoin Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/l P( 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawmg or cover pa e listing this drawing indicates acceptance of prolessional engmeerin responsibility solely for the design shown. The sui4ability and use of this drawing for any structure is the responsibility of the ouilding Designer per ANSI/TPI 1 Sec.2. Pnr — infn—finn — fhlc inh'c n,n,r,l nnfee nnno nnrf fhem weh c!t - Al PIMP- u..... n I. J..el.­­•TGI• .."."..r..i .....• .—........ ........ .......,ie ..... e SEQN: 704744 / T12 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 232.4lbs Truss Label: A4 .. / ... 10/11/2019 F 7'2"15 I8 2 2 13'8"5 1.4 �" 5 6" 55s " �6'3"11 351; 01 "14 3269"1 7 20'15 7'2"15 11 5'6"4 '9 Y1 Tg't' 't"T' _5X8 1113X4 =5X8 F r, u I 9) 16(A2) 11&4 =4X6=3X4=3X4 =_k _= X4=3X4=4X6 11&4 SEAT PLATE REG. SEAT PLATE REG. 40' �'+ 7'1"3 + 4"I0"13 i1'4- 5'6" 5'6" 1'1" L 4'10"13 + 7'1"3 +1'� 7'1"3 12' 13'4 � - 20' 25'6" 26' 4 3 32'10"13 40' 28' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 G 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.412 G 999 180 B 1563 /- /- /926 /396 /258 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 N - - L 1563 /- / /926 /396 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ( TL) : 0.151 N Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 L Br 1. Width = 8.0 Min Req 8 , Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.543 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Re Fac: Yes P Max Web CSI: 0.591 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp1: 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 23 0 G - H 1607 -2457 Lumber B - C 1847 -3230 H - 1 1661 -2483 Top chord 2x4 SP #1 C - D 1593 -2631 1-1 1612 -2611 Bot chord 2x4 SP #1 D - E 1612 -2610 J - K 1592 -2631 Webs 2x4 SP #3 E - F 1661 -2483 K - L 1846 -3230 F- G 1607 - 2457 L- M 23 0 Wind Member design based on both MWFRS and C&C. .` No 0471,89� ' Am $FATE Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - V 2919 -1581 R - Q 2268 -1179 V - U 2915 -1581 Q - P 2348 -1248 U - T 2915 -1581 P - O 2915 -1605 T - S 2348 -1223 O - N 2915 -1605 S - R 2268 -1154 N - L 2919 -1605 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- C 266 - 9 R- H 286 -199 C - T 391 - 615 H - Q 608 - 479 T - E 346 -157 Q - 1 463 - 539 E - S 463 - 539 1 - P 346 -157 F - S 608 - 478 P - K 390 - 615 F - R 286 -199 K - N 266 -11 G - R 268 - 311 4OM5558735D3D 9C3C ODE DE 796B'ED F9, 'lRSS6£341 tii4t'd@A Q#[Ol�fi59'�tijY 1�99tE?C Cj(:AAiJYdi }FLSY3AAy we #€4. tk. acris7r�s+t&e dx2stl.�n�6mit u�gs swri xa?cnUeaf91snec3a a � a rr� e�«u �� � cruras�ee �a erre s **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 SBCA) for sa shipping, 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 pro eflly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or �10, as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIf� PI 1, or for handling shippin , installation and bracing of trusses. A seal on this thawing or cover paste listing this drawing indicates acceptance of ro)essional 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 ANSI/TPI 1 Sec.2. c...,..,..o i.,r,..,.,.n,.,.... lhi�;nW. ­—.1 on n ....A1hnen u,nh e;n - AI DINP• ue.... �Inie 'nm I• "...v,n­.._.— A . ....... ­;...8 -,........"I........ "....�(e ..... SEQN: 704748 / T26 / HIPS Ply: 1 Truss obNumber: 36CS0069A FROM: JAH Qty: 2 756-Eastham A /DR Horton /1756-Eastham A DR Horton Wgt: 197.4lbs Label: A5 0 7715 7715 12'6" 20' + 27'6" 5'31 7W 7'6" go 5X8 1112X4 = 5X8 D E F DRW: / ... 10/11/2019 32'9"1 40' � 5'3"1 7'2"15 T n (6(A2) 1 SEAT PLATE REQ. SEAT PLATE REQ. 40' 7'1"3 4'10"13 6" 7'6" 7'6" 6" 4'10"13 7-1"3 1� 7'13 12' 26" 20' 27'6" 32'10"13 40' Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 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 MW FRS Parallel Dist: h/2 to h C&C Dist a: 4.00 ft Loc. from endwail: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MW FRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.245 E 999 240 VERT(CL): 0.456 E 999 180 HORZ(LL): 0.082 J - - HORZ(TL): 0.152 J Creep Factor: 2.0 Max TC CSI: 0.515 Max BC CSI: 0.634 Max Web CSI: 0.512 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 4D01565825 5D30 9C X A4DE DE 796E ED F9 crataamaamtrae s c�:m+.w^,7�gnca � sas�p sY*�aru��asatvaa M{iF„ tk.987187$mi tea @dW 6�AM.q 5�i4a N.45ja 4V,Ax1 AL'i'�*StiHI8�+1tCV'4 A*ft1aCMV1dWb4acreaeda:airot d motC l.md-Oka Xd ft SWI 8v1}+8lttlAt3fi9WA--at. wait$-wy*fcamu Cook, ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1563 /- /- /919 /727 /227 H 1563 /- /- 1919 /727 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 H Brg Width = 8.0 Min Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 23 0 E- F 1845 - 2884 B - C 1878 - 3210 F - G 1682 - 2717 C - D 1682 - 2717 G - H 1878 - 3210 D- E 1845 - 2884 H- 1 23 0 Maximum Boll Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2898 -1608 M - L 2457 -1325 P - O 2894 -1608 L - K 2894 -1633 O - N 2894 -1608 K - J 2894 -1633 N - M 2457 -1301 J - H 2898 -1633 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 229 -10 M - F 522 - 334 C - N 354 - 504 F - L 439 -182 D - N 439 -182 L - G 354 - 504 D - M 522 - 334 G - J 229 -11 E - M 355 - 443 **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 t Safety Information, by TPI an SBCA) for sa ety 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 pro erly id ceilin Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 910, e.- App�y plates to each face, oftrussand position as shown above and on the Join f Details, unless noted otherwise. kiefer to a division of 1 PI 1; or for h acceptance any structure failure to build the fg or cover pa e win. The sui ability SEQN: 704755 / T2 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 219.8 Ibs Truss Label: A6 / ... 10/11/2019 7'2"15 10'6" + 17'0"5 20' + 22'11"11� 29'6" + 32'9"1 + 40' 7'2"15 3'3"1 6'6"5 2'11"11 2'11"11 6'6"5 3'3"1 7'2"15 90 =4X6 =5X8 =3X4 =5X6 =3X4 =5X8 12 D E F G H 012X4 =3X4 =4X6 =3X4 =3X8 =3X4 =4X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. j 40' 1' T1 "3 13 4'8"13 3'3"3 33"3 i 4'8"13 1'6"i 71 "3 +1 h 7'1"3 10'6" 1 6 16'6"13 F 20' 23'3"3 r 28' 1296' 34 13 r 40' �"� 32'10"13' 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): 0.287 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.535 F 891 180 B 1563 /- /- /907 /728 /196 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.086 L - - J 1563 /- /- /907 /728 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.160 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCr)l-: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 gC�l_: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.542 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: 0.549 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.549 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: 18.02.01A.0205.20 A - B 23 0 F - G 2092 -3333 Lumber B - C 1908 -3202 G - H 2O70 -3285 Top chord 2x4 SP #1 C - D 1800 -2870 H - 1 1800 -2870 Bot chord 2x4 SP #1 D - E 2070 -3285 I - J 1907 -3202 Webs 2x4 SP #3 E - F 2092 -3333 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 - T 2888 -1633 P - O 3309 -1833 T - S 2886 -1633 O - N 2615 -1446 S - R 2615 -1422 N - M 2615 -1446 R - Q 2615 -1422 M - L 2886 -1657 Q - P 3309 -1829 L - J 2888 -1657 �g1llflPYg�# A. Maximum Web Forces Per Ply (Ibs) �� Webs Tens.Comp. Webs Tens. Comp. q�, No 0471 " T-C 190 -14 P-G 104 -71 C - S 286 - 367 G - O 292 -365 D - S - 376 - 200 O - H 821 - 504 D - Q 821 -504 H - M 376 -200 STATE OF, Q - E 292 - 365 M - 1 285 - 367 ,* E-P 104 -71 I-L 190 -15 F - P 22 -37 400155 5828 51) 3D4CX A40E DE796B ED F4. —K9S*9Rtt—*Y4 _j aj%''ft—"W. fly tt.. NN.. r2Asr+teattsaesc�a rr6xxdcrp�a�o3!l�C.u�•ernt �a+csssxvsid�aC'u6+s4ari saatnd nd�au+twiacnhen:l eas�rcoiaewuat�s_it mnydwwu z Owl.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r saty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin ins�alled per BCSI sections B3, B7 or 610, as applicable. App�y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin 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 d9awmg or cover pa e , listing this drawing indicates acceptance of pro#essional 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 lob's aeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.ora: SBCA: www.sbcindustrv.com: ICC: www.iccsate.ora SEQN: 704764 / T33 / HIPS Ply: 1 Jab Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 219.8 Ibs Truss Label: A6A T 12 5 p rn n f 'v 3X6(A1)B 1 A SEAT PLATE REQ. T 7,171"3 DRW: / ... 10/11/2019 7'2"15 10'6" 17'0"5 20' 22'11"1 29'6" 32'9"1 r 40' 7'215 13'3"1 + 6'6"5 + 2'11"111 2'11"11� 6'6"5 + 3'3"1 r 7'2"15 =5X8 =5X6 =5X8 D E F G H J =3X6 =4X6 =3X8 =4X6 =IN 1VI 3X6 40' 3'4"13 L 4'8"13 + 3'3"3 + 3'3"3 + 4113 +16- 106 i 1 6 r 16'8"13 20' 23'3"3 28' 29'6 313 12� 52A T1"3 40' T J�V6(A7) 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 Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.113 Q 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.209 Q 999 180 B 1165 /- /- /726 /545 /196 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.031 O - U* 196 / /0 /109 /91 /- EXP: C Kzt: NA Des Ld: 37.00 HORZ(TL): 0.057 O - - J /-159 0 Factor: 2 NCBCLL: 10.00 . Mean Height: 15.00 ft Code / Misc Criteria Creep Wind reactions based on MWFRS TCDL: 4.2 psf B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.519 P U Brg Width = 119 I:iin Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.467 Re Fac: Yes Max Web CSI: 0.977 Bearings B & M are i rigid surface. Spacing: 24.0 " C&C Dist a; 4.00 ft P Bearings B & M require a seat plate. Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Van 18.02.01A.0205.20 Lumber A- B 23 0 F- G 1054 -1548 Top chord 2x4 SP #1 B - C 1335 -2217 G - H 863 -1219 C-D 1213 -1860 H - 1 145 -105 Bot chord 2x4 SP #1 Webs 2x4 SP #3 D - E 1205 -1798 I - J 799 364 E- F 1054 -1548 J- K 23 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces, Per Ply (Ibs) member. Or 1 x4 #3SRB SPF-S or better "T" Chords Tens.Comp. Chords Tens. Comp. reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. B - T 1982 T - S 1982 79 -1106 O - N -1106 P - O 19 269 269 61619 Plating Notes S - R 1680 -878 N - M 186 -79 All plates are 3X4 except as noted. ?}i R - Q 1680 - 878 M - L 859 -1306 •;,��ffi �A Q - P 1796 - 928 L - J 448 - 683 Wind4k� Member design based on both MWFRS and C&C. a .Q* Maximum Web Forces Per Ply (Ibs) �'' $ Webs Tens.Comp. Webs Tens. Comp. o 0. "+ T - C 205 -14 P - G 508 - 282 r C - S 308 - 406 G - O 518 - 756 D - S 386 - 208 O - H 1564 - 937 +� D-Q 170 -120 H-M 713 -1194 STATE Q - E 200 - 58 M - 1 778 - 338 E - P 275 - 448 I - L 656 -1063 40Ay � �XN F -P 20 -35 40M585828 SD3D 9C X A4DE DE 7968E0 F9 SRR ttIDP¢BBM3OIDlR 01tiV�EE�'IDaB'=ff bM @F2#G �p1bYCUID3Y.ErilYIDB;. PC {Pi. tk, d6F2H7 { en sIIc dam a@aaa a6asre a�g i aNA1 i44Apti4:#WXf5G4.. eYs«'rdeogkaattaxco�erntmatt¢:aril:6aoa�+sdr9se�lcd . 1>m taia»lm:mmeeadm�o esvat�e tldnit2H � zayevxzmsdc ccyEn. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) SBCA) for saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly attacheU ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin inNalled per BCSI sections B3, B7 or 810, as applicable. App�y prates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. Nefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the truss in conformance with ANSUTPI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of pro)essionaengineeringBresponsibility solely for the design shown. The suiability and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes and these web sites: ALPINE: www.alpineltw.com; TPI: www.tp nsLorq; SBCA: www.sbcindust .com• ICC: www.iccsafe.or FROM: JAH 68 / T3 / COMN I Qty: '210.0 Ibs I Truss Label: A7 /DR Horton /1756-Eastham A ,DR Horton I DRW % 10/1112019 H T2"15 18'2 9 21'6" 24'7"11 31'6" 35'4" 4 40' T2"15 2'9"1 'I r 6'8"9 53' 7 31"11 + 6'10"5 3'10„4 Alt 1 12 =5X6D-6XE10(SRS) III 4 6 4 5 p F G H _ I = 03X4C TT � o 0 >0!2-X4 1 =4X(3(A2) B A K=4L6(A2) 1 T S R Cp P O N M 1112X4=6X81112X4 =3X8 =4X4 =4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. c 40' 7'13 2'10"13,i "4 62"9 6'8"9 3'0"13 3'6" 7'1"3 10'1829 24'11"3 28' 31'6" 8'6" 40' 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.395 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.734 F 648 180 B 1563 / / /890 /726 /188 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.095 M - - K 1563 /- /- /889 /729 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.177 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 P B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.609 K 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: 0.679 Bearings B & K are a rigid surface. i Bearings B & K require a seat Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.816 plate. Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 G - H 2593 -4156 Lumber B - C 1958 -3204 H - 1 2444 -3916 Top chord 2x4 SP #1 C - D 1870 -2893 I - J 1887 -3059 Bot chord 2x4 SP #1 D - E 1886 -2878 J - K 2013 -3263 Webs 2x4SP#3 E-F 2593 -4156 K-L 23 0 F - G 2593 -4156 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2891 -1666 P - O 3955 - 2256 T - S 2888 -1666 O - N ?.798 -1586 S - R 3400 -1942 N - M 2798 -1586 R - Q 3404 -1942 M - K 2961 -1776 ���## Q P 3404 -1942 " ' �, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. NO 04718.2 i T - C 220 -16 F - P 305 - 375 w C - S 290 - 375 P - H 230 -138 D-S 2129 -1376 H-0 371 -483 xw T 'OJ .{ S - E 1282 -1986 0-1 1273 - 779 E- R 211 2 I- M 332 89 E - P 852 - 508 M - J 212 182 SERIAL # '40015858285D3D9C 3C A4DE DE798aEA F4 Ifltl1RtY6 RB4'CMIY813dVP6Ef5TjG'�},A4.^'. SC9 OfiY6el �iNAi0i A68f1W� rt�x, ux. taa7sExiess vsa �aaax»xtw-n us�sRa satal m.#�Ct46Catiirti09i. �h�dcrotcnaf 1?rlfSua:aiiffi'O+xitCm�sL*�tt 2eS� xmaEd �d 9Fa x me!!.�ikbtimtc�e swat Ex vraidmx4 a. aayee«xrssdz **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r solely 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 pro erly attached ri id ceilin Locations shown fortpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or �10, as applicable. App�y plates to each face o truss and position as shown above and on the JoiniDetails, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinc[Components Group Inc. shall not be responsible for any deviation from this drawl n any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa e listing this drawing indicates acceptance of rolessiona 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 ob's general notes page and these web sites: ALPINE: www.al ineltw.com• TPI: www.t Inst.or ; SBCA: www.sbcindust .com• ICC: www.iccsafe.or SEQN: 704775 / T24 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 207.2 Ibs Truss Label: A7A / ... 10/11/2019 8'6" 2 14'11"12 20' 0'6" 25'0"4 30'2"4 31' " 40' i 8'6" }1'3" 2 5'2" + 5'0"46r 4'6"4 5'2 3" 2 8'6" 5X8=4X6 =4X4 fi 0 1 =3X6 33 103X4 =4X4 =4X6=5X8 SEAT PLATE REG!. SEAT PLATE REG. SEAT PLATE REG. 30'4" 9'8" 1' 2 10"A 415"12 5312 +55312 40"12 8712 4 420231223551277"1148"4 if 1' 40' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes Negative reaction(s) of -240# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. fl 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): 0.114 E 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.207 E 999 180 B 1090 /- /- /660 /517 /164 Snow Duration: NA HORZ(LL): 0.029 P - V 2002 /- /- /978 /902 /- HORZ(TL): 0.053 P K 276 /-240 /- /187 /176 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: F3C 2017 RES Max TC CSI: 0.804 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.618 V Brg Width = 8.0 Min Req = 2.4 Rep Fac: Yes Max Web CSI: 0.745 K Brg Width = 8.0 Min Req = 1.5 Bearings B, V, & K are FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, V, & K require 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 G-H 1052 -1541 B - C 1210 -1965 H - I 472 - 537 C - D 1208 -1772 I - J 1081 - 416 D - E 1287 -1938 J - K 1017 - 425 E -F 1052 -1541 K-L 23 0 F - G 1052 -1541 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 1740 - 971 Q - P 614 - 304 U - T 1750 -974 P - O 588 -975 MAR AW,0 S "+1 �8�* T - S S - R 1783 - 968 1783 - 968 O - N N - M 588 - 975 543 - 905 . �y.�. � R Q 1939 M K ��1�«:•� - -1061 - 549 - 915 C 0471OZ Maximum Web Forces Per Ply (Ibs) fix,« Webs Tens.Comp. Webs Tens. Comp. « IZZC - U 378 - 76 Q - H 1158 - 652 O C - T 172 -221 H - P 611 963 *:« T-D D R 202 -171 192 P - 1 I N 1779 -1017 �`***s*`4� - -126 - 848 -1312 ?� R-E E Q 179 -41 295 509 N-J M J 492 -859 438 - - - -165 Ot F - Q 206 - 269 & # 40015B 5828.5D3D9C 3C A4DE DE 7968EflF9 rosssexnrsrtassa¢xs muaea.�vyca are eawae9 rsawa� rwsxas, M (Ji, tis, a49187t�s t&e St�"leibi°�aE v.'!5�] 4NAz1 Ai�+Cisiwe;$ tt. 4G'.6. se a crm sr�.,]cera �],��ra�]naa� �xa ffidj tA6 SA»A]W}'.ESAfk]ti£SdM�d Cdir34r�] Seiiti+.a Ott apyp9MPl:11Z trim. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for sa shipping, 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 propeflly id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, Appiy plates to each face oftrussand position as shown above and on the JoinTDetails, unless noted otherwise. hefer to a division of l NI 1, or for n acceptance any structure failure to build the ig or cover pa e . . wn. The sui ability SEQN: 704785 / T4 / SPEC Ply: 1 Truss ob Number: 36CS0069AFROM: JAH Qty: 1 756-Eastham A /DR Horton /1756-Eastham A,DR Horton DRW:Wgt: 235.9 Ibs Label: A8 .. / ... 10/11/2019 26'S711+ 40 55'33"1+ "14 33 I " + 42 6 608 1 63365+ 10 6W 12 D=-5X6 T5 p -' 6XE 0 1112FX4 TC3 G 8 TC4 R 6Xi8(R) T o3X4C Tr I=4XI6(A1) co 1-4X6AA1)B R Q P O N M L K =5X10=6X61112X4 =3X8 =3X8=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. c 40' �1 10' 1 2' ; 6'10"5 + 6'9"1 �1'0',5 57'12 + 6'4"4 +1 10' 12' 14 20'2"9 26'11"11 26 33'7"12 40' 1' ,34'4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ' ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.463 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.862 F 552 180 R 1563 /- /- /871 /726 /188 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.105 D - - 1 1563 /- /- /871 1729 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.194 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 R Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.462 1 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: 0.638 Bearings R & I are a rigid surface. Bearings R & I require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 It Rep Fac: Yes Max Web CSI: 0.948 Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 F - G 3586 -5745 Lumber B - C 2138 -3322 G - H 3129 -5020 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP#1: C - D 1939 -3001 H - 1 2098 -3406 Bot chord 2x6 SP #1 D - E 1955 -2993 I - J 23 0 Webs 2x4 SP #3 E - F 3587 -5746 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or ix4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached g - Q 3031 -1838 N - M 5092 -2990 2990 5092 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Q - P 5011 -1838 M - L - 1832 P - O 5011 -3013 L - K 3094 -1832 Wind O - N 5009 -3013 K - 1 3103 -1834 Member design based on both MWFRS and C&C. Ott;YltXyg� V Maximum Web Forces Per Ply (Ibs) �'��,��•,��..'i' Webs Tens.Comp. Webs Tens. Comp. *' "✓. '®s �" C - Q 317 -337 F - N 327 -407 4� 0 047182 0 D - Q 2052 -1259 N - G 704 - 448 Q - E 1871 - 2858 G - M 478 - 652 O - E 113 -1 M - H 2O73 -1259 E - N 791 -488 H - K 282 -39 'STAT15, OF ,ft 4001535828 5D3D 9C 3C A40E DE n630 F9 :[mst auree ffiatSBErt oursxmeae�ptggsa mw aaamaey rzsmrai awaa, 8i irc. uz, eai�6cn ca �;xmcLagnztmva c.3ara SNRi acadcnt�xtkeeso3a rrbiaduq�eaa6ti�iexwecsamaartua�:rrat+eB,and era .4r}4W11 acalcmti:sUsxsrtdcs+sottba vcit muytiaAr yr 0-a- •`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachertri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Applgy plates to ach face oftrussand position as shown above and on the Join Details, unless noted otherwise. hefer 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 drawl n ,any failure to build the truss in conformance with ANSI 1, or for handling shipping., installation and bracing of trusses. A seal on this dgrawmg or cover pa e , listing this drawing indicates acceptance of prolessionall 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 .com• ICC: www.iccsafe.or SEQN: 704793 / T15 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 254.8 Ibs Truss Label: A8A / ... 10/11/2019 6'6" + 9'10"4+ 14'11"12 + 20' 25'0"4 30'1"12 33'6" 40' 6'6" 3'4"4 5'1"8 504 5'0"4 5'1"8 3'4"4 6'6" u 12 =6X8 =8X8 1113X4 =8X8 =6X8 =6X6 1113X4 =7X8 =6X8 =8X12 =6X8 =7X8 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 30'4" i 918" 8" 5'8"4 3'2" 5'1"8 5'4"4 5'4"4 5'1"8 3'2" 5'84 8" 8' 6'4"4 9'6'4 14'7"12 20' 25'4"4 30'5"12 33'7"12 39'4" 4 �1 fi Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# . Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.253 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.474 P 767 180 S 1894 /- /- /- /881 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 C - - T 4628 /- /- /- /2101 /- Des Ld: 37.00 EXP: C Kzt: NA 'HORZ TL : 0.095 C ( ) J - /-549 /- /228 NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TO CSI: 0.828 S Br Width = 8.0 g Min Re 1.9 q = Load Duration: 1.25 BODL: 5.0 sf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.675 T Brg Width = 8.0 J Brg Width = 8.0 Min Req = 5.5 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.00 ft Re Fac: No Max Web CSI: 0.986 p Bearings S, T, & J are a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings S, T, & J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 23 -17 F - G 1633 -3597 Top chord 2x6 SP #1 :TC1 2x4 SP #1: B - C 1936 -4220 G - H 219 -508 Bot chord 2x6 SP #1 C - D 2151 -4742 H - 1 3868 -1759 Webs 2x4 SP #3 :W4 2x4 SP #1: D - E 2245 - 4970 I - J 2232 -1043 Loading E - F 1633 -3597 J - K 23 -17 #1 hip supports 6-6-0 jacks with no webs. Maximum Bot Chord Forces Per Ply (Ibs) Wind ' Chords Tens.Comp. Chords Tens. Comp. Wind loads and reactions based on MWFRS. B - R 3853 -1749 O - N 733 -344 R - Q 3826 -1743 N - M 1597 -3555 Additional Notes Negative MAX, from BOA, Q - P 4806 -2197 M - L 936 -2048 reactions) of -549# anon -wind load case requires uplift connection. See Maximum �1�## ;6 q;`N, P - O 4956 -2261 L - J 929 -2019 Reactions. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' ®. o 1'8 s R- C 491 -119 O- G 3222 -1450 C - Q 1211 - 538 G - N 1111 - 2009 Q - D 426 - 595 N - H 4601 - 2057 b O ; STATE D - P 185 55 H - M 1433 -2781 "�,*` 2% P- E 146 0 E O 707 M- 1 1088 - 2410 I L 522 - -1529 F - O 445 - 553 - -141 40015B58285009MA4DEDE 796BED f9 masasrsmMvazcr�a�rmra�ecsstRRfi+asa�ayrasr a�rnuxwea, Pt fr+". t�, ec7affif � tRc a+awabxmabsn+:.axcs fNA+a me�,cstiea�crrcw�da. trued tegma �ii ttas Ceara am mn ts4a:k�^e¢d'raS asa vga#rd and"E A.1as.44,.Lati.404rai A1. —"a MacydW arde cng�s. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin i�nd bottom chord shall have a pro ePly id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin ins�alled per BCSI sections B3, B7 or �10, e. Aoo?v Dlates to each face ofptruss and oosition as shown above and on the Join f Details, unless noted otherwise. hefer to a division of any failure to build the ig or cover pa e wn. The suiQabdity SEQN: 704795 / T22 / COMN Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 92.4lbs Truss Label: B1 .. / ... 10/11/2019 5'5"10 10, 14'6"6 20' r 5'5"10 4'6"6 I 4'6"6 + 5510 D==-4X4 M 0 -v =3X4(A1) 1113X4 =5X6 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 20' 5'3"14 1 4'8"2 4'8"2 + + + 5'3"14 5'3"14 10, 14'8"2 20' 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): 0.048 H 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.089 H 999 180 B 813 /- /- /465 /378 /159 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 G - - F 750 /- /- /404 /340 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.035 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 Dsf Code / Misc Criteria Cree Factor: 2.0 p B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.230 F Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 PP.WFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.269 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: Yes Max Web CSI: 0.235 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01 A.0205.20 A - B 23 0 D - E 640 -1017 Lumber B - C 800 -1444 E - F 831 -1456 Top chord 2x4 SP #1 C - D 624 -1016 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. B - 1 1288 - 678 H - G 1296 - 684I - H 1284 -678 G - F 1300 -685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �t1tIIRiftT I - C 194 -5 H - E 309 -452 D - H 497 - 275 E G 196 13 No 047482 STATE OF�. 4OM53 59295D3D 9C3C WE DE 7965 EO F9 m ,Un4 a 4arm,etpcc }r.7,nec a m "aysnmea lmmsv0 "in. M 001wi:no,s �rmctrov,nx:,saz ut�5g84Nk,1 fttrdavuld ttMdatr CMN44ota"16re4tgvs4 W'd ft V.A.d"tntazst Mods 0"t"card6v on aay etar•,graz ayk **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for 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 pro erly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. App�y plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Nefer 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 drawin any failure to build the truss in conformance with ANSIl� PI 1, or for handling shippin , installation and bracing of trusses. A seal on this thawing or cover paqe , listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability and use of this dawing for any structure is te responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or ; SBCA: www.sbcindust .com• ICC: www.iccsafe.or Ply: 1 I FROM: JAH 00 / T7 /HIPS I Otgyt,100.8 Ibs Truss Label: BA /DR Horton /1756-Eastham A ,DR Horton DRW: . / ... 10/11/2019 510 9'6" 5''55""10 4'0"6 =4X4 Z6 i 20, 6 T 5'5"10 1113X4 =3X4=3X4 1113X4 SEAT PLATE REG. 20' SEAT PLATE REG. 1 2 5'3"14 4'2' 2 6" 4'2" 2 U 14 14 9'6" 10' 6„ 14'8" 2 20' 10 66' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.047 J 999 240 Lu: NA Cs: NA VERT(CL): 0.087 J 999 180 Snow Duration: NA HORZ(LL): 0.019 1 - - HORZ(TL): 0.034 1 Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.199 TPI Std: 2014 Max BC CSI: 0.256 Rep Fac: Yes Max Web CSI: 0.192 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 4001'5858285D3D9C3C A4DEDE7968'EA P9 mxsttemmzsamsce4v4mex4y�,n�a47 s4zu0 eq�xaaru4�uanm4:x, YEtFL uL #411wiW at U" V'W1 "A°w.vk.w5 "dG V'bWdCMM0f tt& ct cm smEd I" Ud vwlao tm:kattmaft fWAbr vafta mmy4laswk OWL - ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 811 / /- /468 /377 /165 G 811 / /- /468 /377 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 G Brg Width = 8.0 Min Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 E-F 657 -1041 B - C 810 -1438 F - G 809 -1438 C-D 657-1041 G-H 23 0 D - E 635 -916 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-M 1282 -643 K-J 916 -410 M - L 1278 - 643 J - 1 1278 - 667 L - K 916 - 410 I - G 1282 - 668 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M-C 190 -17 E-J 255 -157 C - L 296 - 416 J - F 295 - 416 D-L 255 -157 F - 1 190 -18 "•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 SBCA) for sa ety practices prior to performing these functions. Installers shall provide terhporarryy bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro eny attacheSri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, as applicable. App y fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to drawings 160A-Z for stpandard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin& any failure to build the truss in conformance with ANSI TPI 1, or for handling shippin , installation and bracing of,trusses. A seal on this drawing or cover pa e . listing this drawing indicates acceptance of pro)essiona� engineer! responsibility solely for the design shown. The suitability and use of this 'indicates for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SEQN: 704802 / T11 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 86.8 Ibs Truss Label: B3 I / ... 10/11/2019 7'6" + 10, + 12'6" + 20' 7'6" 2'6" 2'6" 7'6" 1113X4 C D E =6X6 =6X6 T ,2 5 p rn in 1-3X4(A1) B F=_V4( 4•t 1113X4 =5X8 1113X4 i SEAT PLATE REQ. l 77'12 r 2'4�4 20' 2'4"4 SEAT PLATE REQ. 77'12 7712 + 10 _ t12'4"4 + 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 1 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.073 1' 999 180 B 811 /_ /_ /472 /378 /136 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 H - - F 811 /- /- /472 /378 /- Des Ld: 37.00 EXP: C Kzt: NA , HORZ(TL): 0.030 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Erg Wi dth = 8.0 , Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.432 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.431 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: Yes Max Web CSI: 0.111 Loc. from endwall: not in 4.50 If FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01 A.0205.20 A - B 23 0 D - E 772 -1117 Lumber B - C 800 -1318 E - F 800 -1318 Top chord 2x4 SP #1 C - D 772 -1117 F - G 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. B - J 11- 608 I - H 1161 -632 J - I 1161 - 606 H - F 1153 - 630 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 0 - J 292 - 40 I - E 126 -143 a @r C - 1 124 -141 H - E 292 - 39 rt D I 68 46 No 0471812, STATEw 40015B 58285DB09CX WE DE 7983'ED P9. rnss.ssmeuer�uses�sssacas^ic�,nca armsaxmaagiarr.�asniear, Pa IP— uc#4nurea fLe 4'saaxt aaSGarot s$a SHRi zsOmbwumvdc 'SEt.U� S©f }a1CkbGCfa3180Gi 0.Y tfL.E iEdM1 Tubd andO:a •aassxhar nmsafFa frnttaWwam M w1dOam" **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 c� SBCA) for saety 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 pro eely attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or �10, as applicable. Appo7y plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. hefer 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 drawn 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 dgawing or cover page , - listing this drawing, indicates acceptance of ro)essiond engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is lie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindust .com• ICC: www.iccsafe.or SEQN: 704833 / T5 / HIPS Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 89.6 Ibs Truss Label: B4 .. / ... 10/11/2019 H t 5'6"1 10, + 14'6" 'f' 20' t- 5'6" 4'6" 4'6" 5'6" SEAT PLATE REQ. 1113X4 1113X4 =5X6 1113X4 20' SEAT PLATE REQ. 5'7"12 4'4"4 4'4"4 57'12 11 5'7"12 10, 14'4"4 20' 1 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading #1 hip supports 5-6-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.126 D 999 240 Lu: NA Cs: NA VERT(CL): 0.235 D 999 180 Snow Duration: NA HORZ(LL): 0.036 H - - HORZ(TL): 0.068 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TO CSI: 0.351 TPI Std: k0l4 Max BC CSI: 0.500 Rep Fac: No Max Web CSI: 0.255 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate 1y'pe(s): WAVE VIEW Ver: 18.02.01A.0205.20 No 047109' q ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1328 1- /- /- /622 /- F 1328 /- /- /- /622 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.6 F Brg Width = 8.0 Min Req = 1.6 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 23 -17 D - E 1388 - 3058 B - C 1236 - 2698 E - F 1237 - 2699 C - D 1388 - 3058 F - G 23 -17 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -J 2440 -1102 1- H 2464 -1104 J - 1 2463 -1104 H - F 2440 -1102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 376 - 41 D - 1 374 - 460 C - 1 670 -320 H - E 376 -41 1- E 669 -319 400158582850D9C3 AOEDE79fi8'EDF9 Srasaew�nesmetnenxarx+csstagzae ara casrzs eyr�ruxasaa�sL . P[ tFL. tL+, i8:387icn Sfls 4'aW t3rowA7$@@>iB�319{i ara�1 it'r31CtiStidf{L+1SG'v4- BYNHJEd[£¢itlS Ol tid6B04GYFgfNiSQ IIGlLPfl.NII�'d^.rikfE II�S�f M� tlti £YlN.2 duRl{f�iiS841[dY<A�4 CS3#.t� Y<(i7:C57 Oh a4y'#�6Ct13P3i **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 a ition of BCSI (Building Component Safety Information, by TPI an c� SBCA) for saety practices prior to performing these functions. Installers s all provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attacheTri id ceiling Locations shown forpermanentlateral restraint of webs shall have brac'inp installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face, o truss and position as shown above and on the Join Details, unless noted otherwise. befer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin$gComponents Group Inc. shall not be responsible for any deviation from this drawindq,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of, trusses. A seal on this rawmg or cover page . listing this drawing indicates acceptance of Prolessiona engineerin responsibtlity solely for the design'shown. The sun ability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. SEQN: 703095 / T25 / FROM: TP Ply: 1 I Job Number: 36CS0069A City: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 49.0 Ibs Truss Label: C1 6'8" s8„ C=4X4 13'4" 68" DRW: T 12 5 p co C+J 1-2X4(A1) B D=2X4(A 4yi A F 1112X4 SEAT PLATE REQ. 13'4" SEAT PLATE REQ. 10/11/2019 1, 68 + 68 6'8" 13'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 F 999 180 B 561 /- /- /332 /261 /124 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 F - - D 561 /- /- /332 /261 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.011 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 lost Code / Misc Criteria Cree Factor: 2.0 p B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 lost p Bldg Code: FBC 2017 RES Max TC CSI: 0.350 D Br Width = 8.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.382 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: 0.111 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 C - D 490 -773 Lumber B - C 490 - 773 D - E 23 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 662 -327 F - D 662 -327 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 291 - 35 No 047182 s Y � p�.y ATA°� �+ � 6tl1 a? 7 E - O,T" w ptU, 4OM585828 5D3D 9C 3C A4DE DE 7963 EO F9 rnaGemGasowr—aaana W aau _—, rr trt t, a<ruaien ue aseastannaiwaaasasda uwi aLMmGYatAsnsida xa�d Witasa9 tdaskuazeecst araacf cwstdcraa end and saakd and WA SwY2x�hvaeatlontodaeaimtd. crrdis3 on anyeoatravc saa�a. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide tempora bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro Derr y attachec�ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinq ins�alled per BCSI sections B3, B7 or B10, as applical5 e. App y lates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. hefer to drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin 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 Thawing or cover pa e , listing this drawing indicates acceptance of pro#essionagl 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 lob's General notes Daae and these web sites: ALPINE: www.aiDineitw.com: TPI: WWW.tDlnst.ora: SBCA: www.sbcindustN.com: ICC: www.lccsafe.ora SEQN: 704808 / T20 / COMNI Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt:47.6lbs Truss Label: C1A 6'8" 6'8" T En 1-2X4(A' '1 SEAT PLATE REQ. B=4X4 IlleA4 13'4" DRW: .. / ... 10111/2019 13'4" _I 6'8" SEAT PLATE REQ. �i N (o zo I) ) t 6-8" I 6,8„ 6'8 13 4' 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 Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 E 999 240 Loc R+ / R- / Rh / Rw / U / RL A 498 /- /- /270 1224 /112 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 E 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 E - - C 564 /- /- 1331 /263 /- Des EXP: C Kzt: NA HORZ TL : 0.012 E ( ) Wind reactions based on MWFRS Code / Mlsc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.317 C Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.336 Bearings A & C are a rigid surface. Bearings A & C require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.111 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. VIEW Ver: 18.02.01A.0205.20 A - B 526 -782 C - D 23 0 B - C 505 - 783 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. No 047162it := $TATE Q Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - E 671 - 366 E - C 671 - 366 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 292 - 47 40015B 5828 5D3090C A4 DE DE7965 EO F9 m 000k64m mva _jq% as-Dywmuar ee .4, sY-"aVWVofttYtd4otmMdararsatavrddsxrd gaudand Wkd a dI1••'4 S-W&N: rMtiCaVCM4"'ar lbo wand on atq.ftaM do "I ­ **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 SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insyalled per BCSI sections B3, 67 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawl n any failure to build the truss in conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pa e , listing this drawing,indicates acceptance of professional engineertn responsibility solely for the design shown. The sui ability and use of this awing for any structure is the responsibility of the louilding Designer per ANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.alolneitw.com: TPI: www.toinst.cra: SBCA: www.sbcindustrv.com: ICC: w wv.1cesafe.orn SEQN: 704719 / T13 / COMN Ply: 1 Job Number: 36CS0069A _ ; f ' FROM: JAH Qty: 1 1756-Eastham A /DR Horton A 756-Eastham A ,DR Horton DRW: Wgt: 79.8 Ibs Truss Label: C2 / .. 10/11/2019 12 5 F,-,- T�2"5 4'0"14 6'1"11 0 4'0"14 + 2'0"13 2'0" 3 40'14 12 3.45 p 5X8=4X4 D E I112X4 =_3A4=_3Ati IIIZA4 SEAT PLATE REQ. 13'4" SEAT PLATE REQ. 11 '2"10 1'11"1 2'0" 13 4'2" 10 4'I 1 11 + 4§10 6'1"11 1�01� 91„6 13'4" ' 7.0' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.049 K 999 240 Loc R+ / R- / Rh / Rw / U / RL B 1054 /- 1 /335 /468 /103 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.090 K 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 1 - - G 1054 /- /- /335 /468 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.033 1 Wind reactions based on MWFRS Code / Misc Criteria NCBCLL:10.00 Mean Height: 15.00 ft TCDL:4.2 psf p CreepFactor: 2.0 B Brg Width = 8.0 Min Re 1.5 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI1: 0.191 G Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.379 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.109 Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.O1A.0205.20 A - B 23 -17 E - F 731 -1784 B - C 859 -2038 F - G 859 -2038 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 C - D 734 -1792 G - H 23 -17 D - E 681 -1700 not chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) B - L 1838 - 760 J - I 1849 56 7 TC: From 55 pif at -1.00 to 55 plf at TC: From 27 pif at 4.07 to 27 plf at 4.07 9.26 L - K 1848 - 756 I - G 1849 - 756 60 TC: From 55 pif at 9.26 to 55 pif at 14.33 K - J 1689 - 679 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 pif at 4.07 Maximum Web Forces Per Ply (Ibs) BC: From 10 pif at 4.07 to 10 pif at 9.26;fit01ttf Webs Tens.Comp. Webs Tens. Comp. BC: From 2 pif 24 pif 3 BC: From 4 at 13.33 to at TC: 189 lb Conc. Load at 4.07, 9.26 14.33 �s`T�! °j•. ' es� C - L 128 -6 J - E 287 -85 TC: 148 lb Conc. Load at 6.14, 7.19 � +* C - K 159 -208 J - F 160 -212 BC: 117 lb Conc. Load 4.07, 9.26 41+°�'+�" * D - K 274 -99 1 - F 127 - 8 at +" No 047102 D - J 53 -46 BC: 137 lb Conc. Load at 6.14, 7.19 $ Wind ,;. • i ew Member design based on both MWFRS and C&C. i Q, _-L .1 t,a SERIAL #. 40015E 5828 5D31)9C 3C A4 DE DE 7968 E0 F9 tAffikeiYf RAYAtMY efdLSlAe'efY'd�<'.j,MC A0� YtNe� Ey lAlsudl YN1t1tl„ "(it. L C_"n3ww th dw itq'nA AC w -k po +l 'R�'S'A OCQY40i ttt4ft-KdC£M &'L tiLi R't)Si�.tII1 i9DVd wJ IM im viwi Ja%raoLit10nPo/MlBdiith98Y4oto. MgdceIm" "i **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating, handlin shi�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI and SBCA) foi sa ety practices prior to performing these functions. Installers shall provide tempos per BCSI. Unless noted otherwise,top chord shall have properly att ched structural sheathin and bottom chord shall have a progerrlly tl ri id ceilin Locations shown for permanent lateral restraint of we�s shall have bracinp ins�alled per BCSI sections B3, B7 or 10, cab�e. App�y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. befer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI l� PI 1, or for handling shippini, installation and bracing of trusses. A seal on this dgrawing or cover page , this drawin indicates acceptance of prolessiona engineering responsibility solely for the design shown. The suitability se of this 'cawing for any structure is a responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. information see this iob's general notes oaoe and these web sites: ALPINE: wwi.alnineitw.com: TPI• w tninct.nm- SRCA: wwwshcindu fm rnm• ICr.- uneAv irr fn nn SEQN: 704828 / T16 / VAL Ply: 1 Job Number: 36CS0069A FROM: JP H Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 15.4 Ibs Truss Label: MV1 12 R 4'3"14 4'3"14 4'3"14 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 Ioc 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): -0.005 C Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.006 C - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.154 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. No 047.10 DRW: / ... 10/1112019 T 1 ♦Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 72 /- /- /47 /28 /15 Wind reactions based on MWFRS D Brg Width = 51.9 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. ' A-B 27 -64 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 122 -5 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 161 -97 400158 5829 0309C 3C A4 DE DE 796B E0 F9 mm"am"acmaul--.ey uarwwnrst, Ft (ft. t1t tlt)377Yu1 Me CxyGilbmaiCaYe �va9 SNR.1 fttr4cWtna aiftdaucsnt a &"t W)d6 at9 99 c6.d mild atei>rs spa mmrnwnvancara miet6a varliad a" aayeaatrFraz amkv. **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) fr safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachesri id ceilin . Locations shown forpermanentlateral restraint of webs shall have bracing ins7alled per BCSI sections B3, B7 or 810, as applicable. App�y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. befer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the truss in conformance with ANSI 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 rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Pnm .inf--i—... Ihic inh'c o—.1 o ..n ...A hnm—k ­Afo'..,.....,eL.L.d6u....m•TDb......... �­...,.. -A SEQN: 704830 / T18 / VAL Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: MV2 / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 5 43 Ll _r T T I'm i 2'3"14 -� 2'T14 2'T 14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.015 B 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.018 B 999 180 D' 75 /- /- /44 /22 /12 Snow Duration: NA HORZ(LL): -0.005 B - - Wind reactions based on MWFRS HORZ(TL): 0.006 B D Brg Width = 27.9 Min Req = - Code / Mist: Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.104 Chords Tens.Comp. Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -21 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. A-C 62 -3 40D158 5828 5D3D 9C 3C A4 DE DE 796BED F9 "me rwsuamwtoeeneratfeo¢atvEcggesua a �.rsnser uanaea , "I't, tk."Ywfo fYzt dmsbameDWI asx�cnuassznrcda "trbCct indtttaEaussiHmra+fatccnsL4raE spud and wkd and 13n 4wa.a x.3henfvaUEn6ddae 4b*w MAI anup:IaxmrX mpEax, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) fsa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord ghall have a pro arty id ceilinp Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or t310, e.- L ofy plates to each face, ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. befer to a division of 7 PI 1; or for h acceptance any structure drawin any failure to build the n this dgrawmg or cover page ^design shown. The suiFability SEQN: 704691 / T36 / EJAC Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 15 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 22.4 Ibs Truss Label: EJ66 ... / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 12 5 717 fT o rn zo 10 io 2X4(A1) B A D SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MW FRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Stu. 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.011 D HORZ(TL): 0.020 D Creep Factor: 2.0 Max TC CSI: 0.415 Max BC CSI: 0.310 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 I No 04 182 r e SERIAL 0. 40015B 56285D3D 9C3{ A4 DE DE 7968 Eo F9 fR� aem Rri 1YfM a xtcvnacxay mm eR]ttC by hU W t81 mMrie1. Ft lit, {k. Ct71811 dl MC 42f@eRobYlifl9ri 4'.Akg! SNA+1 A'IiChtt$Y}Sa1UL0. ft,u twm of tit54IXNCo¢tt ill+loiCG1SSE3ttL 6oudmd=hd MW tft £NI 2 ti.'lIIMGf8ti54 OR MAIN 6+f10*0 M=jda M1!34 =1- ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 315 /- 1- /229 /124 /135 D 117 /- /- /90 /17 /- C 156 /- / /67 /114 /- 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 60 -116 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for sa ety 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 pro erly attached ri id ceilin .Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 910, as applical5 e. App�y plates to each face otptruss and position as shown above and on the Join Details, unless noted otherwise. Wefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shippin , installation and bracing of.trusses. A seal on this drawing or cover page , listing this drawing indicates acceptance of pro)essiond engmeenn responsibflity solely, for the design shown. The suiQabilI y and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SEQN: 704721 / T31 / MONO Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 26.6 Ibs Truss Label: J66 .. / ... 10/11/2019 12 5 rn o � ih in ih =2X4(A1) B A pp E 111 A SEAT PLATE REQ. SEAT PLATEtlI3EQ. 6' -I 1, { 66 6'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.031 C 320 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- /- 1206 /62 /90 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.040 C 247 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 C - - E 268 /- /0 /175 /106 /0 Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.017 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Mean Hei TCDL: ei psf 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 CSI: 0.349 E Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.301 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.207 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 23 0 B - C 47 -111 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. Right end vertical not exposed to wind pressure. rd Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - D 25 - 22 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 234 -150 40M58 S929 5D3D 9C 3C A4 DE DE 7960 ED F9 IRP4 Ndl!1RatDaLtx BYli4tONCZt(/�M1SA 3fd LkWb� liffiWalbUlSiNS.d. dK (Sa.6K.9a�{aA fa9 aiT@ LLOkaaCr a a�}q 51W i actAcnYsati¢nsoim wk^.a¢wnw� vl tNs6auscnt,maacncmtFSrxaa tq�u6aA! aaab8 aad Yta Y iba aMhansi�neeuwa mwtho oeit S mmvKicarsria tmEm. **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 c7 SBCA) fo'r sa{�ety 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 properly attached ri id ceilin Locations shown forpermanentlateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 910, as appiicab�e. App�y plates to each face o truss and position as shown above and on the Join f Details, unless noted otherwise. Nefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group In . 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 s�ippin , installation and bracing of trusses. A seal on this drawing or cover page , listing this drawingg indicates acceptance of prolessiond engineenn responsibility solely for the design shown. The sunabm y and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnre Wnrmatinn s P. this inh's na ml nntas nano and thaw —h sits Al PILAF• ....w Tol• .......t..l..et...,.• case• ..... .. —- Ice• ....... ....��te ..... SEQN: 704723 / T14 / MONO Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 25.2 Ibs Truss Label: J66A .. / ... 10/11/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 T =2X4(A SEAT PLATE REQ. SEAT PLATE REQ. 6' 6„1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MW FRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 6'6" 6'6" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.030 B 329 240 VERT(CL): 0.028 C 999 180 HORZ(LL): -0.015 B - - HORZ(TL): 0.016 B Creep Factor: 2.0 Max TC CSI: 0.356 Max BC CSI: 0.326 Max Web CSI: 0.212 Mfg Specified Camber: ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 216 /- /- /139 /66 /117 D 275 /- /0 /182 /150 /0 Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 D Brg Width = 8.0 Min Req = 1.5 Bearings A & D are a rigid surface. Bearings A & D require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 18.02.01 A.0205.20 I A - B 47 -112 No 04718.2 s� 400156 5628 5D3D9C 3C A4 DE DE 796E E0 F9 reus wun na44{emt es�4umscsy m�nra sm vrswa ey raasmt mazsn4s, PE tF<.� e4nazjsn tRs ¢4xasEr«aaC�x+,�sra SatA�1 tt.4A4+ttKsticncale. ►rbsrd4epksWttndawxsntmarcd4cneSdnr¢d vw dand Witt! and a4vwla tnmtintlMsout ah4 uvv4d MW4WW* =1m Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 27 - 28 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 236 -152 **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 SBCA) for sa ety 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 pro�eny attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 10, as applicable. App�y plates to each face, otptruss and position as shown above and on the Joint" Details, unless noted otherwise. hefer 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 shippin installation and bracing of trusses. A seal on this rawin or cover page , listing this drawing indicates acceptance of prolessiona� engineering responsibility solely for the design shown. The suirabdlity and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SEQN: 704703 / T23 / EJAC I Ply: 1 Job Number: 36CS0069A , I FROM: JAH Qty: 6 1756-Eastham A /OR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 19.6lbs Truss Label: EJ56 / ... 10111/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 T SEAT PLATE REQ. 1, + 56 5'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE U Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.008 D HORZ(TL): 0.012 D Creep Factor: 2.0 Max TC CSI: 0.318 Max BC CSI: 0.218 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 s < t 40DIS558295D3D9CXA4DEDE7968EA F9 r>sssxarsnaxaeu� euxvex�csrf'-'e sex nsusa � rsarvri wxaeat, P[frL.CK,@8; k93f4n E$x.�srad�nsbs�is a•5Hta3 iLYnflit�SfN.4xf0$A oSEn�CttpMsotis�ffnaacs�e msaaxco�ai:.e'ats,xd�sS sraMd ar.4 ita Es+lu1 avkret3-aaenz�to ee�att» wnit�S on:nyete«ra�az wadox. L ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 279 /- /- /205 /111 /117 D 98 /- /- /75 /14 /- C 130 /- / /55 /95 /- 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 50 -103 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r sa�ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. App�y plates to each face, ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. kiefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI g PI 1, or for handlling shippin4q, installation and bracing of trusses. A seal on this Thawing or cover page , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability and use of this Pawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. FROM: JAH 93 / T30 /JACK Q y 14 I J756-Eastham A /DR Hon /1756-Eastham A ,DR Horton Wgt: 16.8 Ibs Truss Label: CJ5 DRW: / ... 10111/2019 C 12 5 T M T CV 2X4(A1) B a A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. '61 441 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA, Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.006 D HORZ(TL): 0.008 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.270 TPI Std: 2014 Max BC CSI: 0.178 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE a 0 1 40015B 58285D3D9CX A4DE DE 7968E0 F9 WA.M raro¢msere .v ry a,e Wme¢ycismeeinwcrosss, R6 irC. Ebn.3d7382j�t ¢Ra ixL ¢AmrAat.4+s¢ m.ffisi a LN.�i caAast�aatanscata r4rr, cwp*zacks4a3 r3maawts reoe acme Mw md&4 VA3 awhtnsatti Wur__Sbe wm" m myd"hag mft. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 261 /- /- /193 /105 /108 D 89 /- /- /67 /13 /- C 117 /- /- /49 /86 /- 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 -96 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI and SBCAj for safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached sttructural sheathin and bottom chord shall have a pro erly tl ripid ceiling Locations shown for permanent lateral restraint of webs,shall have bracingp ins�alled per BCSI sections B3, B7 or �10, cable. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to Is 160A-Z for s�andard plate positions. a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shippin , installation and bracing of. trusses. A seal on this drawing or cover pa e , . this drawing indicates acceptance of prolessiond engineering responsibility solely for the design shown. The suitability se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I SEQN: 703104 / T29 / JACK I Ply: 1 I Job Number: 36CS0069A FROM: TP Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 15.4lbs Truss Label: CJA / ... 10/11/2019 C 12 5 90 .rt T v CV CO 2M(A1) B A D SEAT PLATE REQ. 1 413118 I � o 4'3"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber 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) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.004 D HORZ(TL): 0.005 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.217 TPI Std: 2014 Max BC CSI: 0.128 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE No 047482 4D015B S8Z8 5D3D 9C 3C A4DE DE 796E 0D F9 rna eeim nxaem rtttuaacxa^7x�raam eea�a oy etac,xa� manr�u; Ft[34 uL 0471wien ft frmaia—A."'sts SAA�t iCt1�SRSiCXXf,t0:4. sta�xdcepblol ttmiousscnezrma�mceAsi::aas apv4w�9 saand M.d dT4 SwY3 u;.'tF lAti.2tl9ri 6@C'4 ici .t iA8 8+tt4i� Gt iGyY1 W ftt+1z MOM ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 236 /- /- /177 /96 /95 D 75 /- /- /56 /10 / C 99 /- /- /41 /72 /- 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 38 -83 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 SBCA) (or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro erly attached ripid ceilin Locations shown forpermanentlateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. App�y plates to each face o truss and position as shown above and on the Joint' Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawinp,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page , listingthis drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and se of this r7�awing for any structure is the responsibility of the Quilding Designer per ANSI/TPI 1 Sec.2. SEQN: 704805 / T17 / JACK Ply: 1 Job Number: 36CS0069A FROM: JAH City: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 15.4lbs Truss Label: CJB Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 T SEAT PLATE REQ. 1'0"5 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 4'0"5 4'0"5 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.004 D HORZ(TL): 0.004 D Code/ Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.173 TPI `_=td: 2014 Max BC CSI: 0.111 Rep Fac: Yes Max Web CSI: 0.000 F f/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE No 047i'02 s 10 ; 'a_ STATE 4 . DRW: .. / ... 10/11 /2019 Ci T e Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 228 /- /- /170 /95 /88 D 70 /- /- /53 /9 /- C 91 /- /- /35 /66 /- 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 34 -75 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -D 0 0 400158 5828 5D3D 9C 3D.A4DE DE 7968 E0 F9 fTtttY99h RdtbdMEILMtlYES jt�4IIC 3f613£S�ODy htYsuil2dHtR4j. PEt#l.i&. Dlr3]�jd5@@u2GEGObYtiQmM W.�4Ra SMLl it�(YaSiYtWfHLA iY�rdwpStsbiti,�tttmss�rtmvacaan�F:ast.t�ro6�,6 E�kd z1d 0ta �tAias:0¢rftala tmat$sver#t8 onabrslatren�: 6b� **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, hipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin nd bottom chord shall have a pro eriy iid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin ins�all ed per BCSI sections B3, B7 or �10, e. Aol olates to each face oftrussand Dosition as shown above and on the Joinf Details, unless noted otherwise. befer to a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawilyl any failure to build the conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this rawmg or cover page , _ this drawing Indicates acceptance of pro#essiona� engineerinBq responsibility solely for the design shown. The suitability se of this drawing for any structure Is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. I SEQN: 704707 / TS / JACK I Ply: 1 Job Number: 36CS0069A FROM: JAH City: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ36 / .. 10/11/2019 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 it GCp1: 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. �n C T I b) CM ,— C\I i I CV SEAT PLATE REQ. 3'5"11 3'5"11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.002 D HORZ(TL): 0.003 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.127 TPI Std: 2014 Max BC CSI: 0.083 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE No 0411,82 s i 'P Y. STATE O . iM �✓ s94 h'X ,rq'� 40MSB 5828 SD309C 3C A4DE DE 7968 E0 F9 fitli [ilea Rit CaCM6MYa6PtlfaCt 9�NIC.affi YYY#ta��/ /La(L.41 La]fa1R!!, asaAsfaa�t�c�a ft*,c¢Kpmss{ttat4a+sseraaranaa<md»aae COW uA sum mil IMiA4 AhVRtayW<Wd mat* W11'"aaaajdbd a$ ccgkx. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 207 /- /- /159 /87 /80 D 60 /- /- /46 /8 /- C 77 /- /- /30 /56 /- 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 29 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an 'SBCA) r sa shipping, 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 properly Jid ceilin . Locations shown for ermanent lateral restraint of webs shall have bracin ins alled per BCSI sections B3, B7 or 910, e. App�y ?fates to each face opitruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of iri 1,ortorn acceptance any sructure failure to build the rg or cover pa e wn. The sui ability SEQN: 704695 / T32 / JACK I Ply: 1 I Job Number: 36CS0069A FROM: JAH Oty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 12.6 Ibs Truss Label: CJ3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 12 C TT .— co T T 2X4(A1) B T A ,- D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' 3' Snow Criteria (Pg,Pf in PSF) 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): -0.002 D HORZ(TL): 0.003 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.138 TPI Std: 2014 Max BC CSI: 0.080 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE 40M5858285D31)9C 3CA41)E DE 7968'ED F9 mn.vmtexeunattexu��:eazs'�+rst aae xsaxa ay rrzrue� manner, Fr(i%tk, tlr717S{M S&a 6YYQ64,�aaWY9 +Y§a SNA+i sakn3apbaWtKsdauacvararaatcmr.L^%tCse ad M4 autd aykL DRW: / ... 10/11/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 191 / /- /150 /82 /72 D 51 /- /- /40 /6 /- C 63 /- /- /24 /47 /- 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 P.Dq = - 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 24 -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 quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) 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 pro er y aid ceilinp.Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or �10, le. AooTv nlates to each face opitruss and oosition as shown above and on the Join{ Details, unless noted otherwise. Nefer to a division of lure to build the or cover pa e i. The sui ability SEQN: 704705 / T10 / JACK Ply: 1 Job Number: 360SO069A FROM: JAH City: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ16 .. / ... 10/11/2019 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 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 #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a 0 12 5 � C 2X4(A1) B SEAT PLATE REQ. T to T T 1 r5rt11 1 � 1'5"11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.134 TPI Std: 2014 Max BC CSI: 0.017 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 No 047102 -0 '.0 STATE O 40DISB58295D3D9C3CA4DEDE 7988E0 F9 —examnnarcne�flen ana easedegf a 'xdazu R1L63t4iA4f1(R'4. rxit�3 ccpHe dl ties docticalxx ara rzt ccraGSdraC �9neB uM doled ,ridltcsxaa ssenauvanastmaem :eDe wt.% m, qoi awg .xlxx ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 150 /- /- /128 /73 /44 D 20 /- /- /23 /8 /- C 13 /- /- /14 /11 /- 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 6 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a pro erly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, t e.• Apply, plates to each face. of truss and position as shown above and on the JoinQDetails, unless noted otherwise. befer to l rl i , or Tor n acceptance any structure so failure to build the ig or cover pa e run. The suiQability [SEQN: 704697 / T35 / JACK I Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 11.2lbs Truss Label: CJ1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 m 4"1 I Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. V 12 5 C 2X4(A1) B SEAT PLATE REQ. DRW: ... / ... 10/11/2019 T T /T co 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.138 TPI Std: 2014 Max BC CSI: 0.015 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 No 047182. w a y� p�^qp�. TA yyam�,, f Y yOF / 0 aTl*-1 4 rS ao t, 0l- 400155 SS28 5D309C 3C A4 DE DE 7960 E0 F9 romsaemxaseemesncuaae:rpc�ea�ara�nap+rar axiuyxnrs, P604. ik.CEi3�m.Ww fEE data S&CtrE SvtriO+ jaSNA�2 �AaiiaxaflniweE. Nb,4Cs'1 UpiEStllti9II4C44FffdafaaStC4 dI$WYffiC.4$MS ffixQ Whd atd!ttn HtA4rEhmteatftmStrsSaescstdE mttH mupoWmnu cctllas. T ♦ Maximum Reaciions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh 1 Rw / U / RL B 148 /- / /133 /85 /35 D 11 /-1 /- /18 /10 /- C - /-13 / /25 126 /- 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 24 -14 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shi�ping, in and bracing. , Refer to and fellow the latest editlgn of BCSI (Building t Safety Information, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide terrhhporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly lid ceiling.Locations shown for ermanent lateral restraint of webs shall have bracinpp insTalled per BCSI sections B3, B7 or B10, e. Aooiv olates to each face oiPtruss and oosition as shown above and on the Joinf Details. unless noted otherwise. befer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the conformance with ANSI 1, or for handling shippin , installation and bracing of, trusses. A seal on this dgrawmg or cover page , this drawing indicates acceptance of pro)essiona� engineering responsibility solely for the design shown. The suitability se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. i.,,..m.,,i..., we a� iw,� ,.e.,e.ni nn,nn n�nn �nri ,Aeee we4. dmm AI DING un.nu nlninoihu nnm• TOb vn.nu lninel n.n• C[]CC• unmu e6nin.luelm nnm• IC6 unmu nn���o �. SEQN: 704699 / T41 / HIP_ Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: HJ66 .. / ... 10/11/2019 T 4, t 1'S" 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 Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwali: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading Hipjack supports 6-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 5' 5' 911,19 4'1 "9 9 8710 5"1 8710 9'1-19 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): 0.019 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- /- /- /136 /- Lu: NA Cs: NA VERT(CL): 0.036 C 999 180 Snow Duration: NA HORZ(LL): 0.006 F - - E 315 /- /0 /- /73 /0 HORZ(TL):0.011 F D 177 /- /- /- /152 1- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.291 B Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.493 E Brg Width = 1.5 Min Req = - Rep Fac: No Max Web CSI: 0.228 D Brg Width = 1.5 Min Req = - FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearing B is a rigid surface. 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 -5 C-D 50 -59 B - C 381 - 568 13 Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B- F 545 - 353 F- E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 378 - 584 40015B 5878 5D 3D 9C3C A4DE DE 796BE0 F9 nus—anceme�a Y�V_—ar .byuarus um_", Ft tFL,"047mi- tAs tlit@it�Af da:asya ri{ I M'4A4fsibatlCSa 4G�b Mia�k4Ncetof thseua:rnt a'tmrtccnff.Rcxedsr�u=an! wk0 ao4 tfr VA4 troe ihW mm,t4W=4 ork... "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating handlin ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI an 'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly d ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracinp ins�alled per BCSI sections B3, B7 or 1310, Icab�e. App�y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to Is 160A-Z for standard plate positions. a division of ITW Building, Components Group Inc..shali not be, responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI this drawing indicates acc .e of this Qrawing for any infnrmalinn crn Thin inh'n n Rml nn SEQN: 704826 / T9 / HIP_ Ply: 1 Job Number: 36CS0069A FROM: JAH City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 25.2 Ibs Truss label: HJ56 .. / ... Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 SEAT PLATE REQ. 1'S" Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 5-5-7 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. a 7'8"9 7'8"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl UP Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.016 D HORZ(TL): 0.030 D Code / Misc Criteria Creep Factor: 2.0 Eldg Code: FBC 2017 RES Max TC CSI: 0.673 -i iPI Sid: 2014 Max BC CSI: 0.389 Rep Fac: No 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 tad 18 , ' STATE, 4001585829 5D3139C 3C A4DE DE 796B E0 F9. mnaemen _uscuas fvz de sraaaaysssrers�uanmea, n tn• cP_ 947nfW sat e. 0c a6s —Ata sswi a+.'iaMiflBa4 mcadQ fttrUc"201 t3at dam 'd&.'M wt{�Mg 4txdal waled tM ft VAh1 matto WA143 M Kr(dW=k 'Pk. 10, 10/11/2019 LO r r r N ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 229 /- /- /- /116 /- D 107 /- /- /23 /- /- C 236 /- /- /- /179 /- Wind reactions based on MWFRS B Brg Width = 10.6 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 12 -8 B-C 67 -51 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "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 editi n of BCSI (Building t Safety Information, by TPI and SBCA) far safety practices prior to performing these functions. Installers s al�provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ghall have a pro ay id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alied per BCSI sections B3, B7 or 810, e.- AppQj+ plates to each face of truss and position as shown above and on the Joir, Details, unless noted otherwise. defer to of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ice with ANSIPI 1, or for handling shippin , installation and bracing of trusses. A seal on this clrawmg or cover page , ing indicates acceptance of pro)essiond engineering responsibility solely for the design shown. The suiiabrlrty 'awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. i 1 R SEQN: 704717 / T37 / HIP_ Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 21.0 Ibs Truss Label: HJA .. / ... 10/11/2019 C 12 -4.56 p CV O 2X4(A1) B A D SEAT PLATE REQ. 1'1"3 6'0"l 6'0"1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 pif at -1.10 to 55 plf at 0.00 TC: From 2 pif at 0.00 to 2 pif at 6.01 BC: From 0 plf at -1.10 to 4 plf at 0.00 BC: From 20 pif at 0.00 to 20 plf at 4.31 BC: From 2 pif at 4.31 to 2 pif at 6.01 TC: 91 lb Conc. Load at 4.31 TC: 99 lb Conc. Load at 4.71 BC: 70 Ito Conc. Load at 4.31 BC: 75 lb Conc. Load at 4.71 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.007 D HORZ(TL): 0.016 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.430 TPI Sid: 2014 Max BC CSI: 0.418 Rep Fac: Varies by Ld Case Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE STATE OF (j � �9a WriR��.a A� 40D15B 5828 5D309C 3C A4 DE DE 796E E0 F9 mIs wm rtm r,€ax tuzva+sss/ cgnm aas usrc ar fzarssal wnaas,. Tt (rl. Ui.9171]if M Me "uuistowna6m e.c9ega iNLi itilAMtCYffYs44>iU!A rtdi;r6ccgksol Mimsaueme�a+Iwems�rs sgxSrl! saska and @,c 3N�i awthc�Yxavensara acw.a W wasisa! msagrdatresk ticks. Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ % R- / Rh / Rw / U / RL B 193 /- /- /- /32 /- D 137 /- /- /- /6 /- C 148 /- /- /- /86 /- Wind reactions based on MWFRS B Brg Width = 8.6 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 12 -9 B-C 53 -31 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, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly �id ceiling Locations shown for permanent lateral restraint of we shall have bracing ins�alled per BCSI sections B3, B7 or �10, e._ App y plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise. hefer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawl n any failure to build the conformance with ANSI 1, or for handling shippin , installation and bracing of, trusses. A seal on this Tawing or cover page , this drawing indicates acceptance of prolessiona� engineering responsibility solely for the design shown. The suitability tie of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. SEQN: 704810 / T6 / HIP_ Ply: 1 Job Number: 36CS0069A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 16.8 Ibs Truss Label: HJB Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 DRW: / ... 10/11/2019 Ci ` 12 4.56 O N CV i n 2M(A1) B N D SEAT PLATE REQ. 1'1"7 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Special Loads ----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.12 to 55 plf at 4.44 BC: From 4 plf at -1.12 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.44 TC: 91 lb Conc. Load at 4.31 BC: 70 lb Conc. Load at 4.31 Wind Wind loads and reactions based on MWFRS. 4'5"5 415115 Snow Criteria (Pg,P` in PSF) Dafl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.003 D HORZ(TL): 0.006 D Code / Misc Criteria Creep Factor:2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.194 TPI Std: 2014 Max BC CSI: 0.136 Rep Fee: Varies by Ld Case Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 18.02.01A.0205.20 WAVE 40D158 5829 030'9C 3C A4 DE DE 7960 FA F9 rmnaemnasaem c�xvamemyeg�eama uira q +aarui�mufius, ►i tPi.tk.917331jCri UtB u'SiQLkbl,Ai45Yf M`i SaWl mbfittb[Sf1a5 Vick ftft'4windd,tiaow+csx mr1(UICrnilcL'c: ne6atf wil¢g fad Fd'i615!I Zit'tift4ffi$iNGd10ClQt`Su8!$96rff{ri�1 M iRy'@dceYfifiL -Mi- ♦ Maximum Reactions'(Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 255 1- /- /- /142 /- D 117 /- /- /- /1 / C 189 / / /- /140 /- Wind reactions based on MWFRS B Brg Width = 8.6 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 24 -18 B-C 67 -50 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ '*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building - t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly i1id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins ailed per BCSI sections B3, B7 or B10, e._ AppTy plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to a division of lure to build the or cover pa e r. The sui ability Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed,*15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Soeed, 15' Mean Helaht, Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'LBrace w (2) 2x4 'L' Brace Caw (1) 2x6 'L' Brace w (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - S I- r #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' u r Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O H r Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' n% #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 1 14' 0' 14' 0' J S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 11. 9' 3' 1 9' 7' 12, 2' 12, 8' 14' 0' 4' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 7' 10' 11' ill 81 14' 0' _I (U I ]D F L Stud 3' 9• 5' 3' 5' 7' 6' 11' 7' 5' 9' 7- 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' Il' 9' 8' 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' N8'4' Il' 0' 13, 11' 14' 0' 14' 0' 14' 0' SPF #3 4' 2' 7' V 7' 9' e' 9'9' 1' 10' 10, 13, 9' 14' 0' 14' 0' 14' 0' U OI�Standard LJStud 4' 2' 7' 1' 7' 6' 8'9' 9'1' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' 4' 2' 6' V 6' S' 8' 1' 8' 8' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' \#1 4' 7' 7' 7' 7' 11' 9'0' 9' 4' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 01 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' 11 A D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' l0' 10' 11' 10' 12' 7' 14' 0' 14' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' CS 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' U l F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I�l Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1, 5' V 8' 5' 8' 8' 9' 1l' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 0111 #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .--I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' e' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 1 14' 0' 14' 0' able Truss Diagonal brace options vertical length may be I doubled when diagonal 18' #E brace Is used. Connect L I diagonal brace for 600# at each end. Max web Brace It total length Is 14'. L 31E31E 2x6 DF-L 02 or better diagonal r t Vertical length shown bracel single B, In table above. or double cut 1 L 1 45' (as shown) at upper end. Connect diagonal at midpoint of vertical web. a AN IE AN RWMMPANY y 13389 Lakefront Drive Earth City, MO 63045 Vrl Jfl `Ul Refer to chart above for . gJF �, Ih® trdpng w.VARNMR.. READ AND FOLLOW ALL N= OR THIS BRAVING ..DIPORTANT.w rURNISH THIS BRAVING TO ALL CONTRACTORS INCUIDING TIE DLSTALLERS. Trusses eciulry extreme Care In fabricating, hondling,-shipping, InstaWng and bracing. Ref.m to and .flow the latest edition of BCSI (BuAding Component Safety Information, by TPI and SBCA) for'.eafety •aeticee prior to perf-Mg theca functions. Installers shall provW. temporary bracing per BCSL ,less noted otherwise, top chord shall have properly attached structural sheattHng and bott chard - y� rail have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs ,all have b-Ing Installed per BCSI sections 43, B7 or R10, ae applicable. Apply plates to each face = ' truss and ppoasit.- ns shown above and on the Joint DOUR., esc noted othe..I e. � =/� f± 1 r fifer to drawings 16DA-Z for standard plate positions. Alpine, a division of ITV Buftdlno Components Group Inc shall not by responsible for �y deviation from ;9 , is draww,g, any failure to b, the truss In conformance with ANSI/TPI 1, or for handling, shipping, staRation a bracing of trusses. qe f3t� may; A sent an this drawing or cover pn00a listing this dr..Ina. Indicates acceptance of profes Tonal respons8,61ty solely for tM design shorn The suitability and use of this drawing pheerWQ r any Is theofplthe per ANrSLeTP ISeC ,egeneral sites,nosee � � e, prinll\\ to�diDeAgnS ALPINE. alptnvltw.coml TPIs we trgi SBCA. wrr.ab.ndusty.orgl ICC, w-Jccanfeorg Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud #3 Standard Douglas Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group BI Hen -Fir #1 A. Btr #1 13 las Flr-Larch Southern Plnewww #1 #I #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). -For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group '11 values may be used with these ,odes. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with loci (0.128'x3.0' min) nails, )IE For (1) 'L' braces space malls at 2' D.C. In 18' end zones and 4' D.C. between zones. )K)KFor (2) 'L' bracesi space nails at 3' o.C, In IS' end zones and 6' D.C. Between zones. 'L' bracing must be a minimum of 80% of web member length Gable VerticaL Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT, LD, 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, -Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mmh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 "_' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace el■ (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B ,� r #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' li' 7' 12' 0' 13' 9' 14' 0' S P r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' L' 11' 3' 11' 11' 13' 7' 14' 0' U IJ Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' L' 11' 2' ill 11' 13' 7' 14' 0' O P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' T 8' 4' 8' Ill 9' 8' 10' 4' 13' I' 14' 0' n% "1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' —j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d (U rI Dr L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Lf u Stud 4' 0' 6' 7' 7' 0' 8' 4' B' 8' 9' Ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' �I P Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' O # 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 1 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ �10r D r L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P rr #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD X U O I 1 f H r Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' I1' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' #3 4' 6' 6' 10, 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' Il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' .—i Standard 4' 5' 6' 1' 6' 5' 8' 1' 1 8' 7' 10, li' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Plne-Fir Hem-Flr k1 / #2 Standnrd #2 Stud #3 Stud1 #3 IStand.rd Dou has Flr-Larch Southern PineXXw #3 #3 Stud Stud Standnrd Standard Group B, Hen-Flr #I R Btr #1 Dou Ins Fir -Larch Southern Pine— #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). :aFar 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. 11 Gable Truss Deto.il Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ym Attach 'L' braces with 10d (0.128'x3.0' min) nails. About) ilf For (I) 'L' brace, space calls 2' n able Truss In 18' end zones and 4' o.c. between zones. )K)KFor C2) 'L' braces, space nails at 3' o.c.. Diagonal brace option, T In 18' end zones and 6' ac, between zones, vertical length may be doubled when diagonal 16' nin bracing must be a minimum of 80% of web brace Is used. Connect L T member length . diagonal brace for 690# "L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. )Kill Verticnl Len th Na Slice 2x6 DF-L #2 or, Less than 4' 0' 2%4 better diagonal T I + Greater than 4' 0', but 4x4 Vertical length shown bracer single e, less than 12' 0' In table above. or double cut 45' (as shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. 11 ontlnuous Bearing Refer to the Building Designer for conditions Connect dlagona at ' I� not addressed by this detail. midpoint of vertical web. Refer to chart above for max g6?41e11111rq(&4 length, "VARNINM" READ AND fmLDW ALL NDTES 11N THIS DRAWING suDIPCRTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS M LUDD(G THE DWALLERS `�.�` )` ''��� REF ASCE7-10-GAB16030 Trusses require extreme care infabricating, handling, shipping, Inst.Wng d bracing. Refer to and folio. the lat.at savor, of BCSI (B.xL g component S.Fety Information, by TPI and SBCA) for safety 11 ��GENSF �en'� DATE 10�01�14 practices prior to perforning these functions. Installers shell provide temporary bracing per SCSI. DRWG A16O3OENC101014 Unless noted aaer.lse, tap hard hall have properly attaches strudtural sheath g and bottom chord No shall have a properly attached Hold celling. Locatlons shorn for permanent latent estralnt of webs B3, or BID, as applIcauntesshnote. of plates to each face Installed per BCSI se[d ns,an cInG Im chap havtruss IIfIII ,II^~� d Joint BIC, d of truss ntl s shorn above ontl on the J is untece noted otherwise. and V'I Refer to drawings 16OA-Z for standard plate positions. Alpine, l lvlslm of ITV Building Components Gilup Inc. shall not be responsible for any deviation from ATE OF AN fTWODMPANY this drawing any failure to bold the truss in conformance with ANSI/TPI 1, or for handling, shipping. br nst t bracing _ % -O Is `Q MAX, TOT. LD, 60 PSF s atlon cing of or cover page listing this drn.k,g, hvdtates acceptance of professlaml of orucove A seal on is H for the de'do, spawn. The use of this dn.hq fl erpY,e re�m�s� solely sultabMlty and for anY struct,ae Is tl,e responsiblilty of the Building Designer per ANSVTPI I Sect. 24,0' Drive For more infornotlon see this Job's general notes page and these web sites, ©!�Fl� E rth CakeM063046 ry' ALPINE, wwalph.Itw.ca+l TPI, www.tpinstorgl SBCA, ww..sbcindustryorgl ICC, www)dcsafearg 4f. a��� MAX, SPACING 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 907 of member Length. d" 's_46 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Reinfoi Memt Ga Tr Gable vertical length greater than 48' 'L' Dr 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minlmum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Exnmplei 2X4 2X4 2XB Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, IOd Common (0.148'x 3',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords, Toenalled Nails- IOd Common (D.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ' ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030D51014, A1003D051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A1403DENC101014, A16030ENC101014, AlB030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 83 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 ^ V V J AN RWCOMPANY 13MLakefrontOme EanhCity, M063M wevARIDHGha READ AND FOLL13V ALL MnM ON THIS DRAWING] vBPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS DO HIO G THE INSTALLERS. fpolllow the latest edition ofC°BCCSIl(Buildinng°Ctomponent so Safety Innf rnotion,�by°TPlbnnd`t'ECA)eforr• safety ractkss prior to perforMrp these functions. Installers shall provide tempornry brndn per RML Unless noted otherwise, top chord shall have property attached structural sh.athin2 arsibotton chord shall have a properly attached rlgld calling. Locations sham for permanent lateral mstralnt of eebc shalt have brncMg Installed per BCSI sections B3, H7 or BSO, as applicable. Apply plates to each fan of truss and position as shown above and on the Joint Details, unless noted otherwise. d plate positions. Ref�pineoa division ofOITV BulNrp Components s Group Inc. shall not be responsible for any ddesl�donn from this ah•nwinp, an failure to build the truss In canfornann with ANSI/TPI 1, or for handi Installation L bracing of trusser. A lank on this dira.lry or cover page listing this dr..Yrp ►,matez acceptance of pi ofessioat engYuoeE�o ro colNy for ihr de shown = suHablhty nrid use of this drowft Far dry s4tixil+e� resparablFty of tTwr Huldiom DeslQ,er Per ANSt/iP1 I Sect For rare information see this ,phis 1) nerat notes papa and these web sit",-- AIPINE� www.alp6ukr.conl TPL wntpinstorpl SBCN msbchdustry.or•pl ICCI .ww.kcsnfe.orp - �1j1J1 luµ�R/T� �c� �?aENsf'•'�44: a No 047162 ? ': * •it= ;,a: * ia1 :ys : STnTE OF r �� %VJ3 S 'w•����SlppjjyL" �`'�` aamsamrsssameannaomxesrn ,�;.—� ^' MAX, T❑T. LD, 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC, ANY MAX. SPACING 24,0' 2; I'R' Hip Frame Details Hip frame stops at plumb cut of jacks to maintain pitch continuity, x Hip frame lumber is SPIT, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached. Hip Frame Stepped Hip System Trusses n t—N—CH --#1 Hip K9�4�Pl+rhpd and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with G,131'x3,5' nails 2 6' o,c, maximum spacing, �— Setback --�— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for: mph, 30' Mean HgtI Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords . of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 StructurQQ��4 anels must be properly attached directly Vk psf, To hio.%tt b(arlins, ..YARNBIGa. READ ANB FO10V ALL NOTES a,HIS DRAYM onwu+rAHr.. FTawISH nos nRAVIHc m Au cuTrRncT�ac ncLunwG r1E aura, t3ls `` Qr �GENScc'�•-' REF HIP FRAME DATE 10/Ol/14 Trusses require extreme care In fabricating, handling, shipp4lg, 6nstnlllnp and brocMg• Refer to and Iniormntlon, SBLAI For ..Trusses latest etlon of "" ®u' Component Sofety Dy TP[ and practices prior to performing these functlons. Installers shall provide tenpwaryy bradng per eCSL Unless noted otherwise, top chord hall have properly attached structural sheathing and bottom chord c y� _ DRWG HIPFR1801014 shalt have a property attach NgId celing. Locations chain for permanent lateral restraint of webs, shall have hradng Installed p¢r HCSI sections BB, W or 310, as applicable. Apply plotes to east Face truss the Joint Details, of and ppoosltion as shown above and on unless noted otherwise. Refer to drawlnps ISCA-Z for standard plate posAlons. .� S A E OF ` AN rrw COMPANY Alpine, n division of ITV Bullding Components Group Inc shall not be responsible for an yy deviation from t111 drawing, any fnlure to bold the truss In conformance with ANSI/TPI 1, or for hand&g, shlpphg, 9 A' Q % /1 ` hist.11atian i brating aF trusses. A seal on this d-.[,G or cover Usting this drow4lg, Indicates ncceptonce of professhewl O Tn� OP, ``C(y`` f9, V " page responsibility deslQn the r- tt y °r any structure lw— par uq' A 133119 or more InFermatlan see this I��raDl notes poge�d these web b sites,l4'/�/ Earth City. 63045 ALPINE, —tpbwitw.cami TPH www,tpinstorgi SBCAi —sbcIndustry.orgi ILO wwwlc[snfvarg Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, "Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, 2X4 X4 8-0-0 Max 4X4 12 12 Max. I IX3 1X3 X3 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014, Top chord of truss beneath_ valley set must be braced with) properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. AXW Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley � Le -naked rr 2X4 SQ 20-0-0 (++) -I Supporting trusses at 24' o,c, maximum spacing, Square Cut Bottom Chord Va IP 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detail LN111wuunq, nVAMM— READ AND FMLOV AEN TM BRAVW3 �� �n dBg'6iTANTn ALL NDTES nUMM TMS DRAVIW m ALL CONTRACMRS n.t.:nn,n THE BSTAL1ENs /Q,.' TC LL 30 30 40PSF REF VALLEY DETAIL Trusses regrdre estrene c In Fabricating, handling, sh1pp4:g. InstalBng and bracing, Refer to and ll-- rr �d% folio. the latest edition of BCSI 1BJ1, conponent Safety Infarnatlgn, by TPI and SBCA) for safety � '��j1:.71�`�1 `� ./0, TC DL 20 15 7 PSF DATE 10/01/2014 pr.— no prior to.1se, top these fursave Insteuers shall provide -.roamy bracingg par on c B7C DL 10 10 10 PSF DRWG VAL160101014 D,l tl noted otherwise, top chord slap have properly a --ached structure) heething d button chord shall haves properly attod+ed Ip1d .,+Linea.. L.— lon¢ shoe, for pernenent lateral esbtr.Lnt f .bs r d ��� shall have br.Wg Installed per BCSI ¢ectbns B3, H7 B10, as a Licabla. Apply plates to each face - of tru¢¢ and pp dtion .. h.— b.- and on the Join! Detaes, un... noted atherelw. = %3 ��}/ j BG LL 0 0 0 PSF R.f.r to draeags 16gA-Z for standard plot, positions J f%J Alpine, mvislan f ITV Building Conponents Dram bo. shalt t be responsible for y dewation from = ATE OF TAT. LD, 60 55 57PSF AN RW COMPANY this drawing, any fogure to bund the truss In con ornence with ANSI/TPI 1, or for handling, shipping, * installation L bracing of trusses. A seal on this dra.bp or cover page Listing this drawng, Mdcates acceptance of professional ngt,eerb ponzftA solely far the design sham The suitnbmty and use of this d o.Ing .� Q 11� �Y /�� UR.FAC.1.25/1.33 1.15 1.15 For .ny structv'e Is the racponcONtY of the B�Itlhp Daclyler per A16ViP1 I Soc2. /��[``� I R `\'�I 13389 Lakelonl Drive For rear. Inforrotlon see this Job's general rotes page and these web sit.. ,'in SPACING 24,0' Earth City. MO 63D45 ALPINE, mnlolnelt.conr TPI.....tolnst.arm SBCN nsbWdustryargl ICCr m1.... fe 9 G, Sm�...: CN .v� Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o,c, detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. :r Refer to Enolneer's sealed truss desion drawina for oloovback and base truss soeclficatlons. Detail A 1 Purlin 12 Up to 12 17 4' 2' 2' Spacing = 24' o,c, or less C.C. max 4' Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between. Detail B i Purlin Spacing > 24' o,c. 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 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V I I 4' Purlin Spacing) 24' o,c. max \\ I I \\ / I I I I (/ Top Chard Scab (Typical Each End> Chuord Flat top chord purlins required at Depth both ends, purlin spacing > 24' or, Note. If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detall A, u\)�1pJp+JJ+JJjJ —WARNING- READ AM FOLLOW ALL NaM ON THIS DRAWING �.P�V gRrri,4 ■■WGRTAHT■n I MUSH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS T , Trusses require a trene care In Fabricating, handling, shipping, Installing and bracing, Refer to and /. follow the latest edtlon of BCSI (Buedong Component Safety Information, by TPI and SBCA) for safety �� 4�CEl�s 2 pprrnnctkes prior to performing these functions. Installers shall provide tempo—ry brawng per BCSI. Urde s tad otherwise, top chord hall have properly ttached structural heathing and "atom chord N shall have a properly attached rlgid Geeing. Locations shown for permanent lateral restraint of webs d rt �� shall have bracing Installed s per above sections the Joint or Det ils applicable. APpty plates to wain face = -_ III III of truss nd cping Inn all shown above nd on the 7or BID, ,unless noted otherwise. Refer to drowln is 168A-Z for standard plate positions. Alpine, division of ITV BWlein0 Components Group Inc shall not be responsible far any deviation from 'U' AN RWOOMPANY this d—Inc, any faaure to buuf the truss In conformance with ANSVTPI 1, or far handling, shipping, p� arE 0� Installation 6 bracing of trusses. A seal on this drasing or cover page Usti ng this drawing, indicates acceptance of professional 6 (� enpheerYng re .deli for the ®� design shown. The sultabMy amid use of this drawing e` `�, ` V� •�` for any strucCre is the respors6llty of the BuBdi ng Designer per ANSI/TPI I Sect 13389 Lakefront Drive 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 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c, Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followingi (1) 3x8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' nails, Note. Nalling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/l6' <min) APA rated sheathingg gpussets (each face). Attach @ 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered'. 4' o.c, front to back faces, 28PB Wave Plaayback Plate One 28PB wave plggyback plate to each face @ 8' o,c. Attach teeth to piggyback at time of f. brication, Attach to supporting truss with (4) 0,120'xl.375' nails per face per ply, Piggyback plates may be staggered 4' o.c. front to back faces, Earth City. M063(145 For more information see this Job's generat notes page and thew web sites, ALPINE, /e,al �N �. \\\\ SPACING 24,0' ALPINE, wtolneltwD www. ,comi TPtobnst.oroi SBCAi wwwsbcindustry.orgi IM wwUccsafecrg A . _ �\ EF PIGGYBACK ATE 10/01/14 RWG PE160101014 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notesi This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2X4OO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (NO Center scab on wide face of web, Apply (1) scab to each face of web, e' Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcerlenti or L-Reinf. Apply to either side of web narrow face, Attach with 10d (0.128'x3,0',min) nails at 6' a,c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf, 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 Reinf, ..BwCRTANT Fumes M MS NINMew WAD NO FOLLOW ALL NOTES IN LUDIiG THE BurALLERs �.`THIS MAVING```vEL Al TC LL PSF REF CLR Subst, Trusses require .trene care YI Pabrkating, hantlWg, shlppinp, Insta11ng and brncho. Refer to and �� �� � '�� fallow the latest edition of BCSI (Bu0.dinp Component ScPoty Information, by TPI and SBCA) far safety �` / TC DL PSF DATE 10/01/14 prI... prior to perfuming these iuncUons. Installers shall provide temporary Ivadng per BCSL ` S ��C iV q 2�N Unless noted otherdse, top chord shall have properly attached structural sheathing and bottom chard ` (1` C DL PSF DRWG BRCLBSUB1014 n shall have properly attached rigid c IIF,p. Locntl— show for permanent lateral restraint of webs enaN tnva and pdotd Instauad par BCSI caed'an.m B9, B7 or B1g, ac applicable.no dApptyot pietas to each face 2EF $C LL PSF !ru s bracing r sltton s shorn above and on the Joint BIC, - ,less noted otherwise. Refer to al—hos 16DA-Z Far standard plate positions. Alpkhe, division of ITV BWlding Components lirou Inc. shall rat be respons,ble for any deviation from _❑T, LD. PSF AN fTW COMPANY this dradng, any fattwe to b" the truss in conformwce .Nth ANSLTPI 1, alp for handling, shipping, Z .� OF Installation L b4c1ng of trusses. w1 A all on this trn.ing or cover page ILstim this drawthg, trbdcates acceptance oP prof7gmae J�'--f �,f y� Ul".1. .. responsibly surely for the design show. The suitability and use of this drawNg "' tY 41 DUR, FAC, far any structure Is the responsibility of the Bu4,Dng Designer per ANSLTPI I Seel cif Pl W Earth Lakefront Drive For more Information see this b'e erorae notes o a and these web sites, 66a_Af1 t Earth Cily,M063W6 ALPINE, .rcalainwlt..conl TPI eww.t.h.t—, SBCA, e.r,sb,1rdustrv,ora ICa ...Jccsnfvorg `N�fi. IJ�if.1 n 1. , .0.1A i� .s0� SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecles as damaged member. Apply one scab per face. Minimum side member Length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, S L L 4' o,c, Typical ~ + O + o + o + o O + o + o + O + —1 2' F— Stagger + = Back Face 10d Box (0,128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18, 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 1 6660# Minimum L Dlstance —VARNIIIOss READ AND fnLLUV ALL NDTES IN THIS IRAVINGI " - - "•�r -�, REF MEMBER REPAIR -INPBRTANTo �SH I= DRAVING M ALL CONTRACTORS INCLUBNG THE INSTALLERS. P GEN(1 '°• Tr.......ci iw trene c r. In fabr"ting, handling, chipping, Installing d Madig. Refer to and ` : lT folio. the latest emaon f BCS, cfivawng mmparant safety wormatmn, by TPI antl SBLA) for fety F kin+o DATE 10/01/14 practices prior to performing these functions. Installers shaLL provide temporary Matlng per BCSl NQ, llnless noted otherwise, top chord shall have properly attached structural sheathing and bottom dior DRWG REPCHRD1014 shall hove a properly attached rigid ceutrng. Locations shown for permanent lateral restraint of webs � fl (�� I� shall have Machg Installed per SCSI coctlonc H3, B7 m B70, as apWk:able. Apply plates to each face s Q IILIl�11ILLll{Jrrl III��-a of truss and ppooslSion as shorn above and on the Joint Bet. unl ss noted otherwise. Refer to dro.InBs f60A-Z for standard plate positions, '0 E OF Alpine, o division of ITV Bulldln0 Components Group Inc shall not be responsible for y deviation from AN lTW 0aMl1ANY this drawing any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Q\ hstallatlon L M..Mg f trusses. �� A seal this drawing or cover page Usti g this dra.lnp, Ydcates acceptance f professional O/C(\ O englnee lT ro ttyhescA for tM design shorn. The sWtabllty and use of this draw4g / C• 13389 Lekefranl Drive fo— any structure For more y1furna vy thlsof the 'sMenng DesIal not�ec pereANS these web sites- 'ASs�d11fAL ��C; \\\\\` Earth City, MO 63045 ALPNO www.alpinaltw.comi TPI, w—tpinst.orgl SBCA, w—slaclnductry.orgi ICG wwwlcccofoarg f/'4111 111111 SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER r EXISTING FILLER "1 GENERAL NOTES, — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' D.C. MAX„ OR SEE NEXT OPTION, — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. — FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO -SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET i USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES, NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLC — MAY USE A 12' LONG 7/16' PLYWOOD <OR OSB) GUSSET TO EACH FACE AND Sid NAILS (0.113x2.5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). wwVARNWfdo READ NO FD.Lnv ALL NOTES GN TNIS nRAvnxa w-WMTANTww FUZNISH THIS BRAVM M ALL CONTRACTERS INCUMING THE INSTALLERS Trusses require ewtrene core In fabricating, handling, shipping, Installing and bracng. Refer to and +� REF BC FILLER DATE 10/Ol/14 Follow the latest edition of BCSI ( ,,,, Component Safety InFornntlan, by TPI and S1 for safety�GENS(� ppractices prior to performing these functions. Irsstollers shall provide temporary bracin6 per SCSL ll'less noted otharwtco. top Nord shall have properly attached structural heathlmg and bottom ch � ` 1 y N \ DRWG REPBCFIL1014 I Shalt have a properly attached r[old ..Nadi Locations shown for permanent lateral restraint of webs shall have and Joint or BIn, as appllcohle. Apply pinta to each face rs1 installed a per abo sections the of trusc nbr p chins all shorn RCSI wtl on the7or metals, unless noted A otherwise YS II�IIIIIIIJJJrrrL���J We to drawings 16CA-Z for standard plate positions. 111 AN IT\N COMPANY Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation from.�` this draring y femme to b,Ild the truss h-nfornance with ANSVTPI 1, or for handling, shipping, Installation I. bracing f trusses. A E Cf� z �� A, A seal an this drawing or cover p.ge listing this drawing, biAcates acceptance of professional shown. The this drawing 4 t O 133g9 nl Drive mgineerYq r PonsEYlty salely far the design mAtabaity and use of for any structure Is the re�ponsbllty of the BAmng neslgner per ANSLTPI 1 Sec2 Earth City, ity,M For more Information see this Job's general notes page and these web sitesni�1 ALPINE, w—tolneltw.com TPI, www.tolnstorai SBCM www.sbcindustry.orgl ICO wev.1—fe.arg ,a1 ct�G `v��� 'vHS.�.��*y1 tl HL v` LO _ SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with lid box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, •■II�Q3TANT7�Ft wTNISS BRAVVING M AND LLL �ITRA�tRS INCLUDING THE INSTALLERS. `�o�,°�. TOTAL TOP CHORD REF 2X4 SCAB O.H. Trusses require ewtrenv care In fWwlcQUng, handling, shipping, Installing and bracing. Refer to and �,EN '� LOAD NOT TO ioUar the latest edltWn of HCSI Qlu14, Component Safety Infornall-, by 11 and 11 for safety � �Q' \ F DATE 10/Ol/14 proctices prbr to periaming these Functions. Installers shall provide tenporary bra[�p per BCSL EXCEED 40 PSF Untacs no otl+erwls., top chard shall hove properly attached ctn.cWrol sheathing end bottan shard _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a property attached NOW ceiling. Lomtbns shorn far pernnnent lateral restraint of webs d ��� stall have hroUrg Installed per Hb. sections an the J7 or B30, ac aM.c. no Apply plates to each face Q F truss and ppoosition as shorn nbov. and on th. Joint Oeto4c, unl.cs noted otherwise. Refer to drowings 160A-2 for standard plate positians� c� qTE OF Alpine, a division of ITV Building Components Group Inc shall not be responsible for ony deviation from AN IIWCOMPANY this drowng, any faa, to bWld the truss H cnnfornnnce rlth ANSVTPI 1, ar for hnndU q, sWpOb9, .0 aistnllatbn t bracing of trusuIt s A seal on this drawing or cover page Ustft this drodng, Indicates acceptance of professional �/1 a ,:=.,Yq ro .defy for the tlesl9n Eh.— The sJtabtllty end usr of this dro.ing 'y,asp f��,. �` DUR, FAC, 1.15/1.25 13389 LakeGonl Drive for wry structureh b the respanskdltty of the Bulidln9 9acyner per ANSI/iP1 1 Secz .Q �V' t\k Eanh City. MO 630d5 For more InFornnUon see this Joh's general notes pag. and these eeb sitesr '4q��li `�'/ONA��tttt``, SPACING 24' ALPINE,—alpineltw.conJ TPL wee.tphst.ongl SBCA� wrwshclntlustry.orgJ ICP rwrJcccafe.org f/ t\ EJ W End Jack EJ 12 (2) 16d TOE NAILS a O VARIES OPTIONAL SCISSORS BOTTOM CORD iv eveled Jack (BJ)La La (2) 16d TOE NAILS m o CONNECTION DETAIL I8-0-0 MAX. SPAN I L m (BJ) _ (2) 16d GUN NAILS m FOR EACH LOCATION TYPICAL END JACK (EJ) SHOWN TOP & BOTTOM N.T.S. 77 2x4 SYP Nailer 16" Long Got�L B -0• Top & Bottom use 16d �o° Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 VARIES (4) 16d NAILS See Connection Detail 12 © VARIES (4) 16d NAILS �� See Connection Detail \ OPnONAL WEB CONFIGURAnoN 3X4 � = I (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNER SET INSTALLATION �.,`�� TYPICAL LOIADING (P.S.F.) o`�P�'.•�c•E N 8 • �/��i�� TILE. SHINGLES: e ° F• o TOP LIVE LOAD: 20 20 Nvo o MANUEL MARTINEZ, TOP DEAD LOAD, 15 7 4 . ° s P.E. BOTTOM DEAD LOAD: 10 10 "'�;� �� d FLORIDA REGISTERED ENGINEER TOTAL: 1 45 STRESS INC. 1.25 1.25 w ®, -/ Cc LICENSE # PE 47182 � � = WIND DESIGN: M 160 MPH PER TE OF <C/® ASCE 7-10 w **WARNING** Read & F Ilow all notes on this drawing. ��� °°° h' •'`C7��oo Furnish this drawing to all contractors including the installers. Aee SjO • •�\ ! ` _ �eeeeeee�