Loading...
HomeMy WebLinkAboutTrussiANGER SCHEDULE TRUSS WAMO MwT SOIEDUIE • MENNo1E0 mlERlasE xOOs Ala 9r5LN TMf . AIS ILL A Or 4 ELEV. ®®[ OHUS2! 7FU715 0QO 11VONIQ F R2a�QtW-10'E ©NmTF7a b'-B" E" OD T H25-2 OJ 116E-TZ ® W-0' ELEV. OE 1HIDIM-2 KQ Ew1a ® 0'-0' ELEV. OF M25-2 (D SPECAL Roar TRIM OOw mmu 27 PAL ROOM Imm OEM CEIDU TW rL B D I 10 PJLC LC0 DL p:iL ILCDL .1 paL TOTAL 37 pa.L DLRATXN FAM 1.25 TOTAL 35 pmL OWAIM FACD)R 1.00 = STN Mim ■O SIM ASCE 7-10 160 mph FLOOR TRUSS MAY BE AD=W IF 2' FOR PLUMBING IF NESSARY BULDNG E FORE aC FLOOR TRUSS 2-0' UNLESS N07E0 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 ( 6 f -..Mmo 8R 12 BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2r O.C. EXCEPT AS SHOWN. 00 NOT CUT OR ALTER TRUSSES WITHOUT ' AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING s x9r 914E 1✓f�ON- �un a THE TI a DEROHER pug: YAwFAennIER, w rMls FARIWGroA vusas EUIIU +nRWAL pTRtZSM Dac1lw Ar TE N -ACTUR OR D¢aRlo iRb56 AIa£ rAMnanan ro sxx iRaEWDNAL ADUIs -- wuwRr TOPPWE AxD IS �vun REaIIDM1D ro a(AwwlO gDwG D8G9MA ARO pETmNmRr ®M@!a WEEw YAY E.NEGaaD W ow Q— SFI:'®L1�Na Am 99)� ]1rAR( ANO NFLOYYFKIDAIIMS' (BG9-BI) iw M11Rx MNXalA90N. W SINNwT Af91 P Pa99aL1 WHERE XO 9S 9w0 WO A 6 APPIIm DRILY TO TOP roP IRD/9R BDTiw wDl✓os, S TRY SHALL BE®M® O6E xANRID MIN A9 9SM9® w TIF EN@IE]]RD Dt9lTL 1RI649 E OR �._ uRE DIAwa Dllxnw .—GE meTlRr DeDawRt DMMRr. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCIITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGNEQONG S°EOAL CONSIDERATIONS FOR NECHANICAL EQUIPMENT AND/OR PLUMBING (AND THDR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESGN RESPONSBNTTS'. ACCORDINGLY. IT Dismms ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESGN. DRAWINGS. DOCUMENTS INCLUDING 714E INSTALLATON AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS, ROOF PITCH. HEEL HEIGHT. OVERHANGS CELUNGS ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WTIH THIS TRUSS LAYOUT. 4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SCUD ® TE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E Lu S B 0 C ® N S AD Jny LL KNIFE® M'G� � I I�iW& iv--i aol mponents, ru �- �► Gv) 3or 18900 INDEPENDENCE BLVD GROVETAND FL 34738 RANEY OFFICE 352-428-0428 ® COMPONENTS n D D D O D DR Horton Lor/DLx/sTl�v; Cre side Lot 71 1✓&�N2 AA . T, 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 # 36CS0071A Printed: Fri, Oct 18 2019 Gov inrormarion: Address: FOR Name and License Number. Customer Name: Creekside Lot 71 DR Horton 3221 Trinity Cir Description: City, Staie, Zip: 1756-Eastham A Fort Pierce, FL 1 0%!2rli2ir lnfnrin�+inn• Roof Loads: TC Uve: TC Dead., BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Uve: 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 SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 ASA 8 A7 9 A7A 10 AS 11 A8A 12 B1 13 B2 14 B3 15 B4 16 C1 17 C1A 18 C2 19 Mv1 20 MV2 21 EJ66 22 J66 23 J66A 24 EJ56 25 CJ5 26 CJA 27 CJa 28 CJ36 29 CM 30 CJ16 31 CA 32 HJ66 33 HJ56 34 HJA 35 HJB *,rrEir ' Digitally signed by Mitine, n u e I l Manuel Martinez 2019.10.18 10:3:51-04'00' STATE OF ...q NO 400158567$ 5D309CXA4DEDE7956ED F9 t W i s vt, w aasssmntac+tanszzv�a�pP*it�a�taaana�t�>A pi,. "i:' t a ^r vt gs..wa"rislimy asaexsLa.aaBava w3ya5wki V.a • +"� 7� it2AavUza2Ntatoia "*e ��)'ia ; O� as*sp„_ �i/ ramtaaewa+sdatrz2auaeem �a+wtu�a64aa9=¢ns6x,9 iaalx@ a �. E7�,r'ae %7• 4y" r�I{�'tb�b msivr�tNA-x,�xwasat,mtareassn.on m�ela , r •,• ! D F� FILE COPS Page 1 of 1 t I Z SEQN: 704727 / T34 / COMN Ply: 1 Job Number: 36CS0071A FROM: JP H Qty: 5 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 212.8 Ibs Truss Label: Al .. / ... 10/18/2019 L T2"15 i 10'04 1 13'8"5 a 20' 26'3"11 29'11"12 32'9"1 40' ' 7'2"15 ' 2'9"5T 3'8"1 6El1 6'3"11 + 3'B"1 + 2'9"5+ 7715 102X4=4X6=3X4 =5X10 =3X44X6 1112X4 SEAT PLATE REQ. �1 L T1"3 4'10"13 7'1"3 _ i 1'4"13 6'7"3 13'4" 3 20' 40' + 6'7"3 111'4"'L3 267"3 28' SEAT PLATE REQ. 4'10" 3 F T1"3 +I 32'10"13 40' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf,in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.214 O 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.398 0 999 180 B 1563 /- /- /923 /333 /344 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.082 L - - J 1563 /- !- /923 /333 /- Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft HORZ(TL): 0.152 L Wind reactions based on iNWFRS NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.431 J B Width = 8.0 Min Re r9 q = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 viax BC CSI: 0.547 Bearings B & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.846 Bearings B & J require a seat plate. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration;1.60 WAVE VIEW Ver: 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 -1 1456 -2641 Bot chord 2x4 SP #1 D - E 1468 -2581 I - J 1700 -3225 Webs 2x4 SP #3 E - F 1226 -2013 J - K 23 0 Bracing Maximum Sot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 #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" cc. 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. 641i�t/6$dt % V, Maximum Webs Web Forces Tens.Comp. Per Ply (Ibs) , 't+ y�, Webs Tens. Comp. R - C 257 - 9 O - G 489 - 760 w �" ! ;+, C-P 382 -594 G-N 447 -169 P - E 447 -169 N - I 382 - 594 E - O 489 - 760 I - L 257 -10 :.* s F-0 1151 -630 STATE a s SERIAL M 40015858M 503D9C X WE DE "N W n �snmm�aiisecaseucew;aeaags�aeawf uaueayraswv, uartwea, - Pa �ii. tk, etritalmtat 0atasEawa u�saa uwa acgacrnaaecaneo3a ' rtb�ecphsortlaadaa�eestt �aewiecre3�reII>dard:i�d .. onarrorau•as�nmzka�:ms.,�ra�aaa�onuy�aaaana ' watrc. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) for sa>Pety practices prior to performing these functions. Installers shall provide temporary rrney r�er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro any ri id ceilin . Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810, om onenrs. uc icab�e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Kefer to p Is 160A-Z for standard plate positions. a division of ITW .Bu'ildin Components Group Inc. shall not be responsible for any deviation from this drawingg,an failure to build the conformance with ANSI/NPI 1, or for handling shipping, Installation and bracing of trusses.A seal on this draw�ng or cover page, this drawing indicates acceptance of profess tonal engineering respons bllity solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 4 a a Job Number: 36CS0071A ' I FROM: JAH 62 / T1 /HIPS Qyy'..12 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton I DRW:I Wgt: 238.0 Ibs Truss Label: A2 / 10/18/2019 7'2'15 10'0"4 13'8"5 18'6" 21'6" 26'3"11 2911"12 32'9°1 40' 7'2°15 2'9'5 3'8"1 4'9"11 3' 4'9"11 3'8"1 2'9"5 7'2"15 e5X8 =5X8 F G 1112X4=4X6E3X4 =3X4=3X4=3X4 =3X4=4X6 1112X4 SEAT PLATE REQ. 40' fn m :6(A2) SEAT PLATE REQ. 1' 7'1'3 4'10"13 1'4" 3 5'1"3 1'6° 5'1"3 1 1'4""63 4'1013 T1"3 1' 7'1"3 12' 134" 3 18'6" 20' 16 r 2— 67 3 T28''t' 32'10"13 + 40' 21 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 to 2h Spacing: 24.0 ". C&C Dist a: 4.00 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 Udefl U# Pf. NA Ce: NA VERT(LL): 0.208 P 999 240 Lu: NA Cs: NA VERT(CL): 0.388 P 999 180 Snow Duration: NA HORZ(LL): 0.081 M - - HORZ(TL): 0.150 M Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.430 TPI Std: 2014 Max BC CSI: 0.532 Rep Fac: Yes Max Web CSI: 0.766 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 18.02.01A.0205.20 400158582851)80 SC K ODE DE 7966 ED F9 rwseimmxoaeav e+a¢vaearmnyrra ase sc�noYrsxxua� saner, va (xq..uc, tlaf113itn s®wc �ATsnat»am.sisga SNR+1 actAsniasucncae, e�^,aCapimcai t1�6csoxurz as aMCLY1sP�sa'aa dub aM wiN ar t via kW i xmseuirana��aaee�atma tiarificrfi on amyekam+adc �-0faa. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1563 !- /- /927 /339 /321 K 1563 / /- /927 /339 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.8 K Big Width = 8.0 Min Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 G-H 1343 -2124 B - C 1756 - 3227 H - 1 1530 - 2577 C - D 1518 - 2637 I - J 1518 - 2637 D - E 1531 -2577 J - K 1757 - 3227 E- F 1342 - 2124 K- L 23 0 F-G 1285 -1911 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 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 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 - R 455 - 693 H - O 433 -172 F - R 570 - 325 O - J 383 - 603 F-Q 211 -199 J-M 261 -9 "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 sa shipping, practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, 'le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of 1I F'1 1, or for h acceptance any structure Ee its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability [Ltc'!.' omponenrs. w V SEQN: 704739 / T28 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 247.8 Ibs Truss Label: A3 / ... 10/18/2019 72"1054 I' '8"5 21'66" � 2I 1"239811"12 32951 40' 2'97'2115 2081 9"116' 3362269117,2"15 'I rn fV =4X6 :5X8 1113X4 =5X6 F G H II6X4 =_ X6=3X4 =3X4 =3X8 =3X4 =3X4=4X6 11&4 SEAT PLATE REQ. 1' 7'1"3 4'10"13 7'1"3 12' 40' 1'4" 3 L 3'6" 3'6" 3'1"3 13'4" 33 00' 23'6" 26'7"3,H3 16 6 i 28 SEAT PLATE REQ. 4-10"13 7'1"3 1' 32'10"13 40' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.210 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 1290 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 psi Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 L Br Width = 8.0 Min Re 9 q = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.542 Bearings B & L area 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 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 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 �r S - R 2075 -1008 N - L 2919 -1564 ,*4- Maximum Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 047182 V- C 266 - 8 R- H 239 -166 "s C - T 388 - 614 H - Q 593 - 383 T - E 402 -172 Q - 1 428 - 609 TAT Cif � �}� E - S 428 - 609 I - P 402 172 .-O F - S 593 - 383 P - K 389 614 *.•�, d4 F - R 239 -166 K - N G - R 189 -202 266 -10 4001555828 5D 309C 3C A4DE DE 7968 E0 F9 rtvt coin real maax ewxwxaeay �`� .vm uaxa mY eaareu� manmu, 4'r 149., tK. M7177jmn t9a dasect�aG191 �axda SNki S44Wta1t✓.ig39+�ttiA o5�uduptx, mlttlsaamccua�anmternstfaxadrSguduA axhd 8M IYm 3YA3 b.+thtlKkitltltlode CSiGt�f VY(Yi� [112e7tteRlfV�K '•WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temposry �l1t l per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properr y d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 67 or B10, om oue�rts. uc icab�Ie. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. {defer to P is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI�fP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. a • a a SEQN: 704744 / T12 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 232.4 Ibs Truss Label: A4 / ... 10/18/2019 7'2"15 _18'2"2 13'6"5"5 14 F 52 5'6" + 5'6"" 111 35'�03"14 32'�31 7 20'15 15 11'j 5'6"4 911 't" 25X8 1113X4 =5X8 F r_ u 1113X4 =4X6=3X4=3X4 =_ X8 =3X4=3X4=4X6 1113X4 SEAT PLATE REQ. \ 40' SEAT PLATE REQ. 1' 7'1"3 4'10"13 1-41, 3 5'6" 5'6" 111- 4-10.13 7'1"3 1' 7'1"3 12'" 6' �32'10"13 13'420' 256„�3 + 40' 14'28' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: 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): 0.221 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 /- I- /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 Br Width = 8.0 Min Req = 1.8 9 Soliit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 L Br Width = 8.0 Min Re 1.8 9 q = 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 Rep Fac: Yes Max Web CSI: 0.591 Loc. from endwall: not in 9.00 ft FT/RT:20/10 0) (0) ( Mf S ecified Camber: 9., P 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 1607 -2457 Lumber B - C 1847 -3230 H - 1 1661 -2483 C - D 1593 -2631 1-1 1612 -2611 Top chord 2x4 SP #1 D - E 1612 -2610 J - K 1592 -2631 Bot chord 2x4 SP #1 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. 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 g)�* T - S 2348 -1223 O - N 2915 -1605 at �. AAA'— lft S - R 2268 -1154 N - L 2919 -1605 o� Maximum Web Forces Per Ply (Ibs) '�" Webs Tens.Comp. Webs Tens. Comp. No 0 0 rf lo V - C 266 - 9 R - H 286 -199 w C - T 391 - 615 H - Q 608 - 479 v T - E 346 -157 Q - 1 463 - 539 ((� E - S 463 -539 I - P 346 -157 46+s F - S 608 - 478 P - K 390 - 615 .. P;•" �. e�' F - R 286 -199 K - N 266 -11 G-R 268 -311 4001585828 5DS0 9C X A4 DE DE 7969 E0 F9 rnrsttrmetasrasem e>a[sreaaez¢ytr,*.ra.aya aaauo W urwatw+uut, wi r0.. t�, tltl7sazi ca Na taw aAas»aWae t�nR a SN41 adRcMxatlaa�coWe, rtatffiCUK+laxntUMGauccl: araresccns4»xtla s+�mtSat9 wk4 itdiit4 Slvlau�tHu'xusrn<'Cf! t"_iL91�a CYl1iSQ0 w l9y�Y16q(OAY mim "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rratc� bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. )2efer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlgfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. c,..,.,.,.e i.a,....,"s,... "oo —... I ", ­".,d ­"o,—k "uo". Al oink....­­1­_'_-.­.".... irr —.... i.... 1 �.,. SEQN: 704748 / T26 / HIPS I Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 197.4 Ibs Truss Label: A5 7715 7715 12'6" 20' + 27'6" 5'3"1 7'6" 7'6" =5X8 1112X4 = 5X8 D E F DRW: ! ... 10/18/2019 32'9"1 40' i 53"1 7'2"15 1 1112X4 =4X6 =3X8 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 7'1"3 4'10"13 6" 7'6" 7'6" 6" 4'1013 7'1"3 1� 7'1"3 12' 6" 20' 27'6" 32'10"13 40' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.245 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.456 E 999 180 B 1563 /- /- /919 /727 /227 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.082 J - - H 1563 /- /- /919 /727 /- EXP: C Kzt: NA HORZ TL : 0.152 J Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft ( ) NCBCLL: 10.00 Code / Mlsc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 TCDL: 4.psf H BWidth = 8.0 Min Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.515 r 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.634 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.512 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 E - F 1845 -2884 Lumber B - C 1878 -3210 F - G 1682 -2717 Top chord 2x4 SP #1 C - D 1682 -2717 G - H 1878 -3210 Bot chord 2x4 SP #1 D - E 1845 -2884 H - I 23 0 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Choids Tens. Comp. Member design based on both MWFRS and C&C. 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 q$��tttl<)R�lp�s 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 a `tlt` . g a +o D - N 439 -182 L - G 354 - 504 Z : O . % D - M 522 - 334 G - J 229 -11 E - M 355 - 443 O_IP *i STATE OF 40M53 5828 5D3D 4C 3C A4DE DE 796E E0 F9 rnesasnraimams*�aanaasxxpcynas am sasueey rusuarwnaaz, PE fi9.L!Z a<nu{sn �a dataaUaxDatmia �rpa ifibi acuAonNcxecr.crc+a w�x6sspWaol dascoavesraa€a aeaern:aLraCe5 �9 rand and wn&wxa.Thsnuaat;ass«raea�meta a:erttia3maaydeamraa scam. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anon bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or g10, vtrr arenrs, uc as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. For more information see this bb's general notes page and these web sites: ALPINE: www.el ineitw.com; TPI: www.t inst.or : SBCA: www.sbcindust .com• ICC: www.iccsafe.or J SEQN: 704755 / T2 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 219.8 Ibs Truss Label: A6 .. / ... 10/18/2019 • T r 7715 + Al + 17'0"5 + 20' + 22'11"11� 29'6" + 32'9"1 + 40' 7715 3'3"1 6'6"5 2'11"11 2'11"11 6'6"5 33"1 415 =5X8 =3X4 =5X6 =3X4 =5X8 19 D E F G H 1112X4 =3X4=4X6 =3X4 =_ X8 =3X4 =4X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 1' 7'1"3 3'4"13 4'8"13 3'3"3 3'3"3 4'8"13 1'6" 7-1"3 1' T 7' 1 "3 + 10'6" 1 6 r 16'8"13 20' 23'3"3 + 28' 29'6 3 4 13 f 40' �12� 3 0 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.287 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 /- I- /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 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC :,SI: 0.542 J BWidth = 8.0 r9 Min Reg = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC L:SI: 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 F - G 2092 -3333 Lumber B - C 1908 -3202 G - H 2O70 -3285 C - D 1800 - 2870 H -1 1800 - 2870 Top chord 2x4 SP #1 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 2E15 -1422 N - M 2615 -1446 R - Q 2615 -1422 M - L 2886 -1657 Q - P 3309 -1829 L-J 2888 -1657 if W, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. y A � m T - C 190 -14 P - G 104 - 71 " as 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 s Jw Q - E 292 - 365 M - 1 285 - 367 0*,. , E-P 104 -71 I-L 190 -15 tr*,`..'a F-P 22 -37 SEIM 0.. 4001555829 5D3D 9C3C A3 DE DE 7968 ED F9 tn—nataaanO.Wwtxaprarnfe= caauaV✓raa arua .' Pt (IL. tk. OMM)" lht dauJffiwoAM W.12 W l RiAg1t61Wu19 [03b YAn:adccpks W tiasdr.+zxvrt &anW [ars[sFJaC o&udNd Mkd AMtl»d+7HiV00.4 or. y4f w(w k .Mkt **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryry rrney bracing per SCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, one ouent,, uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingLComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrTPI 1 Sec.2. For more information see thislob's general notes pane and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindust .com: ICC: www.iocsafe.or SEQN: 704764 / T33 / HIPS Ply: 1 Truss obNumber: 36CS0071A FROM: JAH Qty: 1 756-Eastham A /DR Horton /1756-Eastham A,DR Horton DRW:Wgt: 219.8 Ibs Label: A6A .. / ... 10/18/2019 L 7'2"15 + 10'6" + 17'0"5 7'2"15 3'3"l 6'6"5 =5X8 12 D T 5p SO 1 =3X6{A1)B ,v T S R =3X6 20' 22'11"11 29'6" 32'91 40' 2'11"11 2'11"11 6'6"5 3'3"1 7'2"15 =5X6 =5X8 E F G H T I (a) �n J=3K6(A1) ES Q P O N M L U 1 =4X6 =3X8 =4X6 =3X6 SEAT PLATE REQ. `�--SEATP64FE-REQ! 40' 7'1"3 3'4"13 4'8"13 3'3"3 3'3"3 4'8"13 1'6"i 7'1"3 1'. 7'1"3 10'6" 16 16'8"13 + 20' + 23'3"3� 28' +296 3413 r 40' 3� 2-10.13� 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 Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph PP. 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 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.057 O - - J /-159 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.519 B Br Width = 8.0 9 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 1�i2 to h TPI Std: 2014 Max BC CSI: 0.467 U Brg Width = 1 e Bearings B & M are a rigid Min e. = - surface. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.977 Bearings B & M require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Lumber A- B 23 0 F- G 1054 -1548 B - C 1335 - 2217 G - H 863 -1219 Top chord 2x4 SP #1 C - D 1213 -1860 H - I 145 -105 Bot chord 2x4 SP #1 D - E 1205 -1798 I - J 799 -364 Webs 2x4 SP #3 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 1x4 #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 82 P - O 1269 619 619 T - S 19-1-1106 106 O - N 166 Plating Notes S - R 1680 -878 N - M 186 -79 All plates are 3X4 except as noted. R - Q 1680 - 878 M - L 859 -1306 � Q - P 1796 - 928 L - J 448 683 Wind+yam�ga��yd4pr� Member design based on both MWFRS and C&C. kw ly*aie�at Maximum Web Forces Per Ply (Ibs) �A Webs Tens.Comp. Webs Tens. Comp. y 047182 o a * = T - C 205 -14 P - G 508 -282 C - S 308 -406 G - O 518 -756 D - S 386 - 208 O - H 1564 - 937 STATE' D-Q 170 -120 H-M 713 -1194 "rd+. A`Dqr ` Q - E 200 - 58 E 275 M - 1 778 - 338 I L �!q,a7 " - P -448 - 656 -1063 �Y 400153 5828 5D3D9C X A4DE DE 7968'E0 F9 rrPneamttxcexnexsxuaa¢xsycgaxnane uaseoy uxsse� anmtnep Ps Vt. UL#4T mi" of �:atH6dOwnaA3Y4 mivRa S5W1 wh.t-umcwc ftft4"PM of Mdwmcrdm^e+wecenil.4•aoC 6anl acabA wd6A SAd bx4seMKalfM4 efe+sSf54 wXitiP9 on 4aptftCmNz cwc. —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, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposry rmey per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a prop'fly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins ailed per BCSI sections B3, B7 or B10, om onents. ❑c icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to P )s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrI Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIIrPI 1 Sec.2. U SEQN: 704768 / T3 / COMN Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR' Horton /1756-Eastham A ,DR Horton DRW: Wgt: 210.0 Ibs Truss Label: A7 / ... 10/18/2019 H 7'215 10' 18'29 21'6" 24'7"11� 31'6" 35'4"4 40 7'2"15 + 2'9"1 6'8"9 + + 3'3' 7 3'1"11 6'10"5 + 3'10"4 Al2 12 =5X6D�6X10(SRS) 1112X4 =4X6 =3X4 5 p E F G H = 1 T �3X4C TT 0 'v >44 0 0 1 -4X6(A2) B A K=4L6(A2) j' a 1"1111 33 T S Re 6 P 0 N M 1lI2X4 =6X81112X4 =3X8 =4X4 =4X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' F1 L 7'1"3 + 2'10"13� 14 6'2"9 6'8"9 3'0"13 3'6" 8'6" 7'13 10, 1'7"1 18'2"9 201"N 28' 31'6" 40' 11'7" 2 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:EXP: C Kzt: NA HORZ TL 0.177 M ( ) Wind reactions based on MWFRS CL 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Br Width = 8.0 9 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf p BldgCode: FBC 2017 RES Max TC CSI: 0.609 K 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: 0.679 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.816 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 G - H 2593 -4156 Lumber B - C 1958 -3204 H - 1 2444 -3916 C - D 1870 -2893 I - J 1887 -3059 Top chord 2x4 SP #1 D - E 1886 -2878 J - K 2013 -3263 Bot chord 2x4 SP #1 E - F 2593 -4156 K - L 23 0 Webs 2x4 SP #3 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 2798 -1586 S - R 3400 -1942 N - M 2798 -1586 R - Q 3404 -1942 M - K 2961 -1776 �rg•'B�¢ gF�e� Q - P 3404 -1942 � ,�ii�s.rsaa�� AV V , tg rEN i � ��� Maximum Web Forces Per Ply (Ibs) �,o. Webs Tens.Comp. Webs Tens. Comp. a` No, 0471.82 s y T- C 220 -16 F- P 305 - 375 C - S 290 - 375 P - H 230 -138 D - S 2129 -1376 H - 0 371 -483 lam', STATE O • � ` S - E 1282 -1986 O -1 1273 779 �✓ .? r . _ ,_ . a�i s°. �gea' E-R 211 -2 E - P 852 - 508 1-M M - J 332 -89 212 -182 400153582851) 9C3 ODEDE7968EDF9 rws cram rri macn a �varaassy cgnza sm mane cry riacwr uaucn, Etjrl.ik.Ci72]liCet$CdEt¢tlbw*i!W'at �tiWJki i1'4CG S33itM9i CO:C. vrbi'.idtegiasel tt�dOtNSCtd�ih6itp'11rdWQC �pvd and ¢ailed and lf» Ea+A-i ic.snetaicatlmuo#a rs�tM whim m mydatroak mgf¢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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, orn onenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to N drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI1� PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this �awing 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 page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.or ; SBCA: www.sbcindust .com: ICC: www.1ccsafe.orq SEQN: 704775 / T24 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 207.2 Ibs Truss Label: VA ! ... 10/18/2019 9'9"(2 14'11"12 20' �0'6" 25'0"4 302"4 31" 40' _i '{1'3" 2 52" S'0"4 '6' 4,6"4 S'2" �1'3""12 8'6" 12 =5X8=4X6 =4X4 1113X4 =4X4 =4X6=5X8 C D E F G=, _.jxR H I J U T S R— Q P O —/iNM 1113X4=4X6 =3X6 =5X8 =4X6 =4X61113X4 3L6(A1) SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 30'4" 9'8" 8'7"12 10"B 4'5"12 i8"11 5'3"12 5'3"12 8" 4'5"12 10" 87'12 1' T 8'7'l2 6T9 �4 14 4' "4 20' + 25'3"12 28' 30'5"12 14 40' fl Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.114 E 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.207 E 999 180 B 1090 /- /- /660 /517 /164 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 P - - V 2002 /- P /978 /902 /- EXP: C Kzt: NA HORZ TL : 0.053 P K 276 /-240 /- /187 /176 /- Des Ld: 37.00 ( ) Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 i_: P Bldg Code: FBC 2017 RES Max TC CSI: 0.804 B Brg Width = 8.0 Min Req = 1.4 BCD. 5.0 psf V Brg Width = 0.0 Min Req = 2.4 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.618 Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.745 K Brg Width = Kb.Min Req . 1.5 P 9� Bearings B, V, & K are a rigid surface. Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, V, & K 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 0 G-H 1052 -1541 Top chard 2x4 SP #1 B - C 1210 -1965 H - 1 472 - 537 Bot chord 2x4 SP #1 Webs 2x4 SP #3 C - D 1208 -1772 I - J 1081 -416 D - E 1287 -1938 J - K 1017 -425 Wind E- F 1052 -1541 K- L 23 0 Member design based on both MWFRS and C&C. F - G 1052 -1541 Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Negative reaction(s) of -240# MAX. from a non -wind Chords Tens.Comp. Chords Tens. Comp. load case requires uplift connection. See Maximum B - U 1740 -971 Q - P 614 -304 Reactions. U - T 1750 -974 P - O 588 -975 ;��E ��1✓ T - S 1783 - 968 O - N 588 - 975 'a� w........ s,,,S - R 1783 - 968 N - M 543 - 905 ~y"4y%sue+{rssd' R - Q 1939 -1061 M - K 549 915 o 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 10 .e ; C-U 378 -76 Q-H 1158 -652 °SrA OF C-T 172 -221 H-P 611 963 TE 110• "AO-s. T - D 202 -171 P - I 1779 -1017 ✓� ,•",,,y4+' D - R 192 -126 I - N 848 -1312 �aPx ;�A R - E 179 - 41 N - J 492 - 859 E - Q 295 - 509 M - J 438 -165 F - Q 206 -269 wl+Rr4tlik 400153582951) 9CKWE DE 796e-EO F9 rrtn eermrtxmeme»msenuazyegpeaam mexuaaf uawe� mmnep ee C1. t&x. w7ialien Mo :tmmsibaw u'sfsRa SWvi a�tArntsaa�snaa,c. MOHCd Ctpiea Of dW CM ire" 349,7 @V4;=hd m4 it. $owl crww m my<ree mm ec9 m **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI antl SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryry arrc� bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, om orrenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. defer to Y 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 lI 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 rofessional 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. a s SEQN: 704785 / T4 / SPEC Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 235.9 Ibs Truss Label: AS .. / ... 10/1812019 5'3"14 10' 13'6" 20'2"9 1 26'7"11 33'6" 40' _1 5'3"14 4'8"2 3'6. + 68"9 6'5"1 + 6'10"5 613" 12 D=5X6 T5 p �6 E10 III Fa TC3 G6 TC4 f116XH(R) T It E3X4C `° T� v (a) (a) rn o 1—4X6AA1) B I-4XI6(A1) 1� Q P O N M L K =5X10 =6X6 1112X4 =3X8 =3X8=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 10' 2 1 6'10"5 + 6'9"1 11.0. 57"12 1 sa 4 �1 10' 12' 1,4„ 202"9 26'11"11 280 337'12 140' 13'4' 4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.463 F 999 240 Loc R+ / R- / Rh / Rw / U / RL R 1563 /- /- /871 1726 /188 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.862 F 552 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.105 D - - 1 1563 /- /- /871 /729 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.194 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 R Br 9 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: 0.462 1 Br Width = 8.0 Min Req = 1.8 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.638 Bearings R & I are i rigid surface. Bearings R & I require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.948 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.20 A - B 23 0 F - G 3586 -5745 B - C 2138 -3322 G - H 3129 -5020 Wind Duration: 1.60 WAVE Lumber C - D 1939 -3001 H - 1 2098 -3406 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: D - E 1955 -2993 1 - J 23 0 Bot chord 2x6 SP #1 E -F 3587 - 5746 Webs 2x4 SP #3 Bracing (a) Continuous lateral restiaint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. 40015B58285D309C3CA40E DE 7963E1) F9 IRIttYDMNt6tQrif4HYQ11ft8�L'�fS9 JA! idSISCY IS.L'YI W]1tNC1„ !ffi (ri.4G. @17157jmf N4 'uttitatbsa6sn.^.irxa Si4Li ntAcm4Kati.sat4dt. rrkrxdu9ksoitNsc�cuesat �irtot[aaYdzsS Cgu6 sM isibd ud It4;4A.AYrthH3latiG¢ftttte an+e26e vmii�a3 as aye3onrardz caCiai. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3031 -1838 N - M 5092 - 2990 Q - P 5011 - 3013 M - L 3094 -1832 P - O 5011 - 3013 L - K 3094 -1832 O - N 5009 - 3013 K - 1 3103 -1834 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 317 - 337 F - N 327 - 407 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 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrnn bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr onerrt . uc as applicable. Apply Plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to P drawings 160A-Z for s_andard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. I isting this drawing indicates acceptance of rofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more Information see this lob's generat notes page and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.om: SBCA: www.sbcindustrV.com; ICC: www.icesafe.orq SEQN: 704793 / T15 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 254.8 Ibs Truss Label: A8A DRW: D. / ... 10/18/2019 +20' 910"4+ 15'11"1"12 +2'0"4 350'1"12 T 3'3'64 46'"+ 3'4,. 8 5 50"12 =6X8 =8X8 1113X4 =8X8 =6X8 =6X6 fl 16(B3) n 1113X4 =7X8 =6X8 =8X12 =6X8 =7X8 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 30'4" 9'8" 8" 5'8"4 3'2" 5'1"8 4 5'4"4 5'1"8 3'2" 5'8"4 B" 8' 6'4"4 9'6"4 14'7"12 20' 25'4"4 30'5"12 337"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.253 P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 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 /- A A /2101 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL 0.095 C )� J - /-549 /- /228 NCBCLL: 0.00 Mean Height: 15.00 It Code / Mlsc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.828 S Brg Width = 8.0 — Min Req = 1.9 Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.675 Erg Width = 8.0 J Big Width = 8.0 Min Req = 5.5 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.00 It Rep Fac: No Max Web CSI: 0.986 Bearings S, T. & J are a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings 8, 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 Additional Notes R - Q 3826 -1743 N - M 1597 -3555 ive Q - P 4806 -2197 M - L 936 -2048 dcreaction(s)rom a non -wind iconnection. uplft $ �A �4 P-0 4956 -2261 L-J 929 -2019 load case requires Sa Maximum Z, Reactions. ;r A .`* Maximum Web Forces Per Ply (Ibs) *, ,�, Webs Tens.Comp. Webs Tens. Comp. ' r NO 04718 ". R - C 491 -119 O - G 3222 -1450 * C - Q 1211 - 538 G - N 1111 - 2009 y Q - D 426 - 595 N - H 4601 -2057 �. � W ATE `Lj D - P 185 - 55 H - M 1433 - 2781 P - E 146 0 M -1 1088 - 2410 �'.'°,a*� E - O 707 -1529 I - L 522 -141 ►4 �v�m1.+►� F-O 445 -553 &ER[AL #: 400155 5328 5D3D 9C 3C A4DE DE 7968 E0 F9 -rrtas Hasa aas Haan eutvotatulr am maaao oy uunuar wnwey Pttn. La_ #tnmi"at&V&mxab_ AmiiaM-1 ac,Arntiratknude. nttad"Or of&"dooaacmaa»mmn aaa+tam?mid tow .d doS A4&,U-4RYkAt3a ou Mf lks Wifw M sgvi dwk --Visa. "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 q SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrny bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or B10, om onents. ucc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Kefer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI1TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, listing this drawing indicates acceptance of professionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI(TPI 1 Sec.2. For more Information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindust .com• [CC: www.iccsafe.or 4 e SEQN: 704795 / T22 / COMN Ply: 1 Job Number: 36CS0071A FROM: JAH City: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 92.4 Ibs Truss Label: B1 .. / ... 10/18/2019 5'S"10 10' 1'6"6 20' 5'S"10 A% 4'46"6 5'5"10 D=4X4 1113X4 ' =5X6 1113X4 SEAT PLATE REQ. 20' C2 O =3X4(A1) SEAT PLATE REQ. I_ 5'3"14 4'8"2 4'8"2 5'3"14 1 1 'T + + + 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) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.048 H 999 240 Loc R+ / R- / Rh / Rw ! U / RL B 813 !- /- /465 /378 /159 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.089 H 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 G - - F 750 /- P /404 /340 /- Des EXP: C Kzt: NA HORZ TL : 0.035 G ( ) Wind reactions based on MWFRS Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.G B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max 1'C CSI: 0.230 F Brg Width = 8.0 Min Req = 1.5 Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max K CSI: 0.269 g g Bearings B& F are a rigid surface.Load 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.20 A - B 23 0 D - E 640 -1017 B - C 800 -1444 E - F 831 -1456 Wind Duration: 1.60 WAVE Lumber C-D 624 -1016 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and CBC. No 047162, 0 y may. .'VqI'w VAT t p'pp�� Ay ler'a a� A G � a Ay Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1288 - 678 H - G 1296 - 684 I - H 1284 -678 G - F 1300 -685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 194 - 5 H - E 309 - 452 C-H 301 -439 E-G 196 -13 D - H 497 - 275 40015a 5829 51)MC K A4 DE DE7968 ED F9 (2R {<bllbRa! Weer emcusvcxs{�xrn srm rya oaf reuuetraannw, !f ytak'elrivion Wa CsrelEaw¢.ltaroaa ntiHW1 nlAmtzattcretca »silaeaccptaxoewn6aescctuaeactatu�en �greem � sube mN1/�'Qf+142JfXtbEMS'a1fQJiCG10leLL21✓9 ti�HI3 M ffif YIOtL41r1: maEas. "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) fo'r safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, rna orrents, uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr mnre infnrmntinn see this inh's neneral nntes nave and these w h sites Al PINP � alni—hu rnm• TPF anuv✓.tninst nrn- SRCA- w nhninff stry r.nm• ICC- w irr.afe_nm SEQN: 704800 / T7 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton 11756-Eastham A ,DR Horton Wgt: 100.8 Ibs Truss Label: B2 5'5"10 + 9'6" 10 6+ 14,6"6 r 5'5"10 4'0"6 1' 4'0"6 T4 =4X4D E rn ro -v DRW: / ... 10/18/2019 2- 5'5"10 1113X4 =3X4=3X4 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. i- 20' i 2"14 �'1''{' 4'2"2 6" 4'22 'i' 'I106„ 5'3"14 1 „14 9'6" 14'8"2 20' 10 6' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA be: NA VERT(LL): 0.047 J 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.087 J 999 180 B 811 /_ /_ /468 /377 /165 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 1 - - G 811 /- /- /468 /377 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.034 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Re = 1.5 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.199 G Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Diat: h/2 to h TPI Std: 2014 Max BC CSI: 0.256 Bearings B & G are i rigid surface. Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.192 Loc. from endwall not in 9.00 ft 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: 18.02.01A.0205.20 A - B 23 0 E - F 657 -1041 Lumber B - C 810 -1438 F - G 809 -1438 C - D 657 -1041 G - H 23 0 Top chord 2x4 SP #1 D - E 635 -916 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - 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. ��Iyg;irt�pq��� ,0* q�,R M - C 190 17 E - J 255 157 C - L 296 -416 J - F 295 -416 D - L 255 -157 F - I 190 -18 No 047102 STATE OF 4001585828 5D 3D 9C 3C A40EDE 7963 ED F9 '1191S dEY!1f:82bfR/YC'fiitld91f.14(B�ttDC bfl GWtlDy 4:ieu31 WItKs� e, (jL Ur. N71Si}cn Gle umatmrpatabtl ceb,/a WMi nthwti;sttmwdc. sYinxdc4pNsolttn6abncra �a+xtcmd:.-Et4 Yr�ud�A rai64 MHt P9W S4R^i Ei6i4tl1dM8`,3g16G'ft R.YCdta9 bYf1YY'� f!1ffif<iMti$riffi .VIM **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr safety to these functions. Installers shall temporary practices prior performing provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly rrnzy, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {defer to oni onenrs. uc p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin)Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, for handling installation bracing trusses.A this drawing or shipping, and of seal on 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. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or ; SBCA: www.sbcindus xom• ICC: www.icrsafe.or a a FROM: JAH 02 / T11 /HIPS I Qtyt Job186.8 Ibs I Truss LabelamBA /DR Horton /1756-Eastham A ,DR Horton DRW:/ 10/18/2019 I 1yt SEAT PLATE REQ. T6" 2'6" F 2'6" } 7'6" III3X4 1113X4 =5X8 1113X4 SEAT PLATE REQ. 20' 1 77'12 + 2'4"4 2'4"4 + + + 7'7"12 77'12 10, 12'4"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 Udefl 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 EXP: C Kzt: NA HORZ TL 0.030 H ( ) Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.432 F Br Width = 8.0 Min Req = 1.5 g 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 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 0 D - E 772 -1117 Lumber B - C 800 -1318 E - F 800 -1318 C - D 772 -1117 F - G 23 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B - J 1153 - 606 I - H 1161 - 632 Member design based on both MWFRS and C&C. J - 1 1161 -608 H - F 1153 -630 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. #� C -J 292 -40 I- E 126 -143 4 p 16688 -46 H - E 292 -39 ."t4o 047182. a M t 4 i ,J4T M; STATE 40MSB 5329 5D3D 9C X A4 DE DE 7965 E0 F9 rtutvum nastasasee¢uaaesrya+ggea.xm cmanmey teanm, reausra, Pt r%t-ttr. 6e72 1-tae dwlha"AM ♦.aqa5tt/ui "iflWK Wnlwa P*tedapartof ftdam Cm awrctwuw and toudMd MW 0404 voudaath"4atfan4_ .tkaw w_.g4e M"C ac01- "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 safety practices prior to performing these functions. Installers shall provide temporary rrnay bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing instgalled per BCS] sections B3, B7 or �10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to nnrporrenr . uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinNComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see thisiob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or : SBCA: www.sbcindus .com; [CC: www.iccsafe.or i a SEQN: 704833 / T5 / HIPS Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 89.6 Ibs Truss Label: B4 .. / ... 10/18/2019 5'6" + 10, + 14 6 + 20 r 5'6" 4'6" 4'6" 5'6" 1113X4 III3X4 =5X6 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 20' 1 5'7"12 57'12 4'4"4 4'4"4 10, 14'4"4 5712 20' Loading Criteria (psq 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): 0.126 D 999 240 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.235 D 999 180 B 1328 !- /- /- /622 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - F 1328 /- /- /- /622 !- Des 00 EXP: C Kzt: NA HORZ TL : 0.068 H ( ) Wind reactions based on MWFRS NCBCLL: 0.0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Br g Width = 8.0 Min Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.351 F Brg Width _ 8.0 Min Req = 1.6 Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.500 Bearings B & F ire a rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: No Max Web CSI: 0.255 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpj: 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 -17 D - E 1388 -3058 Lumber B - C 1236 -2698 E - F 1237 -2699 C - D 1388 - 3058 F - G 23 -17 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B - J 24-1102 I - H 24-110 #1 hip supports 5-6-0 jacks with no webs. J - I 2463 -1104 H - F 2440 -1102 Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 376 -41 D - 1 374 -460 % * 1 ___ �`ANk C - 1 670 - 320 H - E 376 - 41 I - E 669 -319 No 047'18t STA T �F 40D1:585828 0309C 3C A4DE DE 796B'EO F9 rrmaemaa3baan eacuaraesays@,nsa 333 iainsey usaa„aarmanaaei, P3 tiL. tPz Od71B.3{a3 Ue daaacGemeaCm-va 454f$i SNNS Y8t8xtfltKiV2WTSM1b ifffif'3' <fQ1a30itiF3QKLEHONara 40i Kfi3#1Yt! twWdMI Wed ffi�E±iE�J 2AY2%tdtEa'9tiG11t�ll3Uil�-04S11{iG%I IXI TAy'<1Q41(4aiL cola, -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 temporarryY rim, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 83, 137 or 810, om orients, uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to P drawings 160A-Z far standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions 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.alpineitw.com; TPI: www.tpinst.org; SBCA; www.sbcindustry.com: ICC: www.iccsafe.orq a a SEQN: 703095 / T25 / COMN Ply: 1 Job Number: 36CS0071A FROM: TP Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 49.0 Ibs Truss Label: C1 .. / ... 10/1812019 6'8" 13'4" rL- 68,E "I 6,8„ SEAT PLATE REQ. C=4X4 lIZA4 13'4" SEAT PLATE REQ. 6'8" 6,8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 F 999 240 Loc R+ / R- / Rh / Rw / U / RL B 561 P /- /332 /261 /124 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 F 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 F - - D 561 P /- /332 1261 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.011 F ( )� Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.350 D Br Width = 8.0 Min Re 1.5 9 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A- B 23 0 C - D 490 -773 B- C 490 - 773 D- E 23 0 Wind Duration: 1.60 WAVE Lumber 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 Q. No 047182 9mY •. im6 -�O4- STATE OF f�w 4001585878 5ND9C K ODE DE 7960 E0 P9 rnas nnmrtnesecnauaesame�yeq,:wna aru xaxsce:p uscuat manney ' rrep+.t�. atsisSfm"rRa: �+v �manaCrn v�npasrwi stRAn94%aiiCf9C6�Q, p1M!rticcpieeolt3xSarrcmt aa+wlecailGraaffguSand su>;B matamr�r xaurnnuxsesen�.e��o�u�ton�,ye+a2m,as avas. "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 aney bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, om �onenrs, uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to 7 drawings 160A-Z fnr standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr mnro infnrmnlinn mo thte inh'e nonorai nntac nano nnrl fhaeo wah cifoe• Al PILAF- ­tni !a rnm• TPI• ",vnu Wn t nrm RRr.A- www chnin,1i try nnm• If'r:• - irr_cafa nrn I FROM: JAH OS / T20 ! COMNI Wgt 47.6 Ibs Truss Label: A / R Horton /1756-Eastham A ,DR Horton DRW: . / ... 10/18/2019 618" 13'4" i r 6'8" 'I' 6'8" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 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. B=4X4 BIZA4 13'4" 6'8" 6.8" SEAT PLATE REQ. 6'8" 13'4" 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): 0.014 E 999 240 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.026 E 999 180 A 498 P P /270 /224 /112 Snow Duration: NA HORZ(LL): 0.006 E - - C 564 P P /331 /263 /- HORZ(TL): 0.012 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.317 C Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.336 Bearings A & C are a rigid surface. Rep Fac: Yes Max Web CSI: 0.111 Bearings A & C require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ven 18.02.01A.0205.20 A - B 526 -782 C - D 23 0 B - C 505 - 783 No 047182 a � 40015B S928 5D309C 3L A40E DE 796B EO F9 iTri lTaenrtaxxrat rauzu6'stury C�tLtn am ¢amarryr usrxlawtecea, PE.Iti. S!C a<7IZ] f cn tRa �Saxa tRaanitNroa.�Aa SNA.1 sWenertaUsncoia rr�isdegN000l dts 3awsrnc ma+mee»atst^rca rs�ra6anS ¢astnd anal 044 iw1a%h iy MC4U 0WIho WW.3mur�eicn�aris =1E 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 ••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, byy TPI an 'SBCA) for safety practices prior to performing these functions. Installers shall provide temposry r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 8e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fZefer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability se of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmey omporrents. � a SEQN: 704719 / T13 / COMN Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 79.8 Ibs Truss Label: C2 / ... 10/18/2019 7�'2"5� 1.0"1d 4'0"14 11 9'3"2 r 4'014 �- 2'0"13 2'0"13 �- 4'0"14 12 3.45 p =5X8 =-4X4 D E 12 5 p SEAT PLATE REQ. 96X6 C F @ 6X6 1112X4=3X4=3X8 1112X4 13'4" Y 0 Gam' 1 H SEAT PLATE REQ. 1, + 4'210 + 1'11"1 f' 2'0"13 + 42 10 + 1 -� 4'210 6'1"11 1 9'1"6 13'4" 7'0"9" 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 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.090 K 999 180 B 1054 /- /- /335 /468 /103 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 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.191 G Br Width = 8.0 Min Re 1. 9 q = 5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 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 CS 1: 0.109 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A - B 23 -17 E - F 731 -1784 Lumber B - C 859 -2038 F - G 859 -2038 C - D 734 -1792 G - H 23 -17 Top chord 2x4 SP #1 D - E 681 -1700 Bot 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 - 1 1849 -756 TC: From 55 pIf at TC: From 27 pIf at -1.00 to 55 pIf at 4.07 4.07 to 27 plf at 9.26 L - K 1848 -756 1 - G 1838 -760 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 pIf 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 �Il1f€l� Webs Tens.Comp. Webs Tens. Comp. BC: From 20 pplf at to 20 pplf at 14.33 �� � gy � �� BC: From 4 If at TC: 189 lb Conc. Load 3.33 13.33 to 4 If at 14.33 at 4.07, 9.26 ft "a ' r*�"�"•� �� C - L 128 6 J - E 287 85 C K 159 208 J F 160 212 TC: 148 lb Conc. Load at 6.14, 7.19 *� •, .+ `+»� •. °o - - - BC: 117 lb Conc. Load 4.07, 9.26 %' v +�, ;Q� �", D - K 274 99 I - F 127 8 at � r •; .* D - J 53 -46 BC: 137 lb Conc. Load at 6.14, 7.19 * i3 .•* Wind Member design based on both MWFRS and C&C.� _ .STATE OF! 40015B 5829 5D3D 9C 3C A4 DE DE 796E EA F9 :rmttam reatoeeneuavaasaaye�,ncaara saauas oYlratssar wrtne:, M (rS.iH. 987Lt!{cn tha tliramownsbvra �191ja SWui acSA¢nd¢assantalc YrLtsEecp&na! Utsdawccnt ffiarwtan3fuoL �gnaSa,! uatd tfld lf6 WL1i+:RhtntKatlmlC4Te k'+.tke 4YfifiCd OhMrfltLpRtiL �4faA "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 safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join f Details, unless noted otherwise. (tefer to onrparenr,. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional 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 ineltw.com; TPI: www.t inst.org SBCA: www.sbdndustry.com; ]CC: www.1ccsafe.orq IFROM: JAH 28 / T16 / VAL I Wgy` 15.4 Ibs � Job Number: 36CS0071A Truss Label MV/DR Horton /1756-Eastham A ,DR Horton DRW:/ 10/18/2019 I 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 loc L/defl L/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C Des Ld: 37.00 EXP: C Kzt: NA HORZTL: 0.006 C - ( ) Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Cree Factor: 2.0 p 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)110(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 CBC. Additional Notes See DWG VAL160101014 for valley details. No 047182 � it y w M STATE OF :AQ r ♦ 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 40Dt58 5a29 5D 3D 90C A4DE DE 7968 EA F9 ltbSQ8C1f hLSCYtM OS@11YCf+iAl1'f L�',Kei99A e3]Y8A%e1LXL21 [lf1KeC{. et (Ft. tin, ee7u�}sn ma 0axosSsnsA�rre �8sda 1NA-i sutAentiutrmcota. 1•tbdodoc4�o1 t?ndosfesrne.�snetaAsi�aa ¢peed m7 ca�kd and vlaos aas.�3feraaauowcmmesuttrn vsNoimesrpeiuiimr#z "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary erriey bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or 910, om orrents. uc as applicable. Apply plates to each face oftrussand position as shown above and on the JoincDetails, unless noted otherwise. Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely, for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. C...­.e Ld...... 0— eve 1h1e i — nn .n nrfnr inn end Ihnro umh cilnc• AI DIfJD•, umnu dnin rn TDI• un In # — QDCA- mina ehrindnef v rn ICC• an.nu irr fo n,n G SEQN: 704830 / T18 / VAL Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: MV2 / ... 10/18/2019 12 5 L IS 9.i i- 2'3"14 -{ 2'3"14 2'3"14 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 Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.015 B 999 240 Loc R+ / R- / Rh / Rw / U / RL D• 75 /- /- /44 122 /12 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.018 B 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 B - - Wind reactions based on MWFRS Des EXP: C Kzt: NA HORZ TL 0.006 B ( ) D Br Width = 27.9 Min Req = - 9 Code / Misc Criteria CL 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g Creep Factor: 2.0 P Bearing A is a rigid surface. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per PI Ibs y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.104 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 A - B 0 -21 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCp!: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Chords Tens Com Lumber Top chord 2x4 SIP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. No 04718 STATIC OF 4. O %*..I P• A-C 62 -3 40D155 SS23 5D3D9C X A4DE DE 796B EO F9 ernurmna:meeneu:mxaexrercgnee�usaeauy ruf afwnwra, pi VL"#4n=iw ffit HCik:eAifle4e ��SJ,i WWI ftudnpws oftNsdaaePdasarscl[on and vwQ dwj srrbd aarr4ewxmAhmuxa oAsndar"tbeVC0mionu4aoam.r s make. "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) fo'r safety practices prior to performing these functions. Installers shall provide temporary J rurey bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly Locations for lateral have bracing ins?ailed BCSI B3, B7 810, attached rigid ceiling shown permanent restraint of webs shall per sections or as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to om orrenr,. �r A 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 ANSAPI 1, for handling shipping, installation and bracing trusses.A this drawing conformance with or of seal on or cover page, , listing this drawing, indicates acceptance of proressiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. per r— m Info finn Bee fhie inh-e nnn 1 nnfne none and lh.— weh cite Al PIMP u".nu oWn if rnm• TPI- un.nv lni nrn• QAPA• un.nu ehrindnelry rnm• Irr- ,uunu irraafn nrn A SEQN: 704691 / T36 / EJAC Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 15 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 22.4 Ibs Truss Label: EJ66 / ... 10/1812019 C 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 p rn o rn c� in ih 2X4(A1) B A D SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.011 D HORZ(TL): 0.020 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.415 TPI Std: 2014 Max BC CSI: 0.310 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 No 047102, ° �k X p ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 315 /- /- /229 /124 /135 D 117 /- /- /90 /17 /- C 156 /- P /67 /114 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Wid,"i = 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 4001555828 5D 3D 9C3C A4 DE DE 796E ED F9 mnttamoxtmmcn mscumaEaayspaas mm amsum oY ��ar m�asmtmea, PE rra» iPs, df7397jct1 tRR SW EBobni6040 Wfrta SNAi xiArntiBatltsatv3m Promo&ocyutottksdwaccauarm mic=t16=4&cudmnd tm W ae*d Ws LWinahini99�mnta3eecvatte c mtViim� maayelaGs»?t aoEm. "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 aney bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, omponents, Ur. as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 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: 36CS0071A FROM: JAH Qty: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 26.6 Ibs I Truss Label: J66 .. / ... 10/18/2019 i 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 " ' ILumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 C 77 12 5 p rn o � fM In M 2X4(A1) B T A LJI E 111 A SEAT PLATE REQ. SEAT PLATE 6R 6'EQ. -� 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 to 2h 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 MWFRS and C&C. Right end vertical not exposed to wind pressure. 6'6" Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.031 C 320 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- /- /206 /62 /90 Lu: NA Cs: NA VERT(CL): -0.040 C 247 180 Snow Duration: NA HORZ(LL): -0.016 C - - E 268 /- /0 /175 /106 /0 HORZ(TL): 0.017 C Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.349 E Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.301 Bearings B & E are a rigid surface. Rep Fac: Yes Max Web CSI: 0.207 Bearings B & E require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 23 0 B - C 47 -111 WAVE No. 047182 4 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 40015E 5828 5D BD 9C X A40E DE 796E EO F9 nW10. mxueeaewcud:at'UjW ed dnd U-01 taarva­'t PE t7L a-#4711 )"N4IAVst,-w 4b v9 1-M1a SNA.1 ds'dAMt#:VWitttl�G mnwccp&nd eatttxWlw*rswmidfC"4 mudsnd waled Md U4 Z A4.4Mtk.11WCCJ0ICYY.LU04t OW M s"dW=A avEe •'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) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, onr orrenra, uc as appiica6 a. Apply lates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to N drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. .e —:--.,e e.,, ..,, ..­ e a ..,e.e ,.,ems .:, .. o , e:.... - T M SEQN: 704723 / T14 / MONO Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 25.2 Ibs Truss Label: J66A .. / ... 10/18/2019 =2X4(A SEAT PLATE REQ. C SEAT PLATIEOEQ. 6' -_ 6'6" 6'6" rn 0 ih 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): -0.030 B 329 240 Loc R+ / R- / Rh / Rw / U / RL A 216 /- /- /139 /66 /117 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.028 C 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 B - - D 275 /- /0 J182 1150 /0 Des Ld: 37.00 EXP: C Kzt: NA HORZ TL ( ): 0.016 B Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft g Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.356 D Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.326 Bearings A & D are a rigid surface. Bearings A & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.212 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.20 Wind Duration:1.60 WAVE A-B 47 -112 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. 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 40015858285I) 9C3CA40EDET969E0F9 taws aam nas mmms aamrmreeax� <'4,nee nrn maaua r+Y rxsauaf asmtaess, iii:a.PFYtKapUIIfTSAdC. 1Ybt:r6ee�zo! ttenbar,+casu ararootxndd�oa�meff xd saa�d st i t}a tNA-2 rfimciatSmltxzdatsw.tM exvifiW on myttataenY agf¢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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly `! attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3, B7 or B10, orrr onenrs. ❑� as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 1' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Pn mnro Infnrmofinn — fhie inh'e nen-1 nnfoe nnnn end fhoso wch sitar Al PINP wunu wlnincitw nnm• TPI- � fninst nrm SRr:A' w-%bnindustm nom- IM WNM1V iC afe.ora G SEQN: 704703 / T23 / EJAC I Ply: 1 I Job Number: 36CS0071A 'I FROM: JAH City: 6 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 19.6 Ibs Truss Label: EJ56 / .. 10/18/2019 L 12 5 rn CV p B 2M(A1) T A D SEAT PLATE REQ. 1t 5'6" 66" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 D Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.012 D Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.318 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.218 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 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 Wind Member design based on both MWFRS and CBC. No 04716Z i $TAT OF m gj pr, ♦ Maximum Reactions (Ibs) # . Gravity Non -Gravity Loc R+ ! R- / Rh / Rw / U / RL B 279 /- /- /205 /111 /117 D 98 P !- /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 40015E 5828 5D3D 9C X WE DE 7968 E0 F9 :iNi"ffi tt@YLM@fa'ON4itA54YWy C�6fftl taet @ml@e Dg Minsel Mflt@cOlr Pt iti.ib, 0{73&`r@" Uf@ t�l@@69IIwAi6Y i tsd�f SNLl xG1@IstkitlCnra:a 7'rbP:rdxtpbf01 NIYdK@xeW anMawddcrad b° .6 Vd smbd and lM Siwx*ASM%X1XM4ala efta6@ WH OA gdW*,g lmhb **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 safety practices prior to performing these functions. Installers shall provide temporary / aney bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly `/ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Deta!Is, unless noted otherwise. (Refer to nmporrerrrs, uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing] any failure to build the truss in conformance with ANSAPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr - inf-tinn qw thk inh'e nonaral nntn nnna and fhnc w h nit-- Al PINF• u nlninolh rnm• TPh unu,.r Mint nrn- CPr.A- uvnu nm• Ir`r.- u . trreafe nrn a SEQN: 704693 / T30 / JACK Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: CJ5 .. / ... 10/18/2019 C T i SEAT PLATE REQ. 5' � 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl I-# 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): -0.006 D Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.008 D Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor: 2.0 Soffit: 2.00 BCDL: .psf Bldg Code: FBC 2017 RES Max TC CSI: 0.270 Load Duration: 1.25 MWFRS Parailal Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.178 Spacing: 24.0 " CRC Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 18.02.01A.0205.20 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and CBC. o 047182 STATE OF (M CV 04 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /193 /105 1108 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 40015E S28 5D BD 9CX A4DE DE 7965 E0 F9 inn ivro nar r�mu s erazumvcvrp c'gnec smy unma v� rxsruai umwer, rr fat.. cu, r<:w } an r7ta dim droxa alwoa sag a s wa 1 xtAcnRaatdcnfAQG rr�;vdcrpwcvl tiMdwssnua^a oclatv«xaa s�4 and w6d and Idaa i4A2 aulTtnti'at3ms ttdG anted M vadti 7 Oh lay d4etlC+dc Eva. "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 t TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary) rurey bracing per BCS]. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, 67 or 10, om oue»rs, as applicaI5 e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pr ) essiona 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/TPl 1 Sec.2. Fnr mnm infnanattnn sew this inh's ne ml nntes nanw and these weh sites ALPINE www.aloineitw_mm: TPI, www.toinst.ora: SBCA: www.sbcindustrvxom: ICC: www.Iccsafe.ora G t SEQN: 703104 / T29 / JACK Ply: 1 Job Number: 36CS0071A FROM: TP Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 15.4 Ibs Truss Label: CJA / ... 10/18/2019 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 Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Speed: 160 mph PP. NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D EXP: C Kzt: NA HORZ(TL): 0.005 D Code / Misc Criteria Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.217 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.128 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Wind Member design based on both MWFRS and C&C. No 047182 40015B 5828 5D3D 9C 3L A40E DE 796B E0 F9 nvta�maitaccn e��cvttux �cyuwam u�ney wrumatv�nm. P6 jil. tic. Hc7laifes� lA9 vxxt tt5ras0ara.�ista SNJki ttbACOtb'.xtkmta3t. P(m�dccpna o{tttsdtxwasmt �aawtcmrdAsad tv wd v d Whd tn4*4$*A4 v 04-4 onag4f am eMki C 12 5 90 N CO 2X4(A1) B N A D SEAT PLATE REQ. 4'3"8 4'3"8 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ !R- /Rh /Rw I /RL B 236 /- /- /177 /96 /95 D 75 /- !- /56 110 /- C 99 P P /41 172 /- 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 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) fc sa shipping, practices prior to performing these functions. Installers shall provide temposry BCSL Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y iiId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of any its drawing any failure to build the on this drawing or cover page, ie design shown. The suitability Crncy oraporrenrs, uc SEQN: 704805 / T17 / JACK Ply: 1 Job Number: 36CS0071A FROM: JAH City: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 15.4 Ibs Truss Label: CJB .. / ... 10/18/2019 C T. Ji SEAT PLATE REQ. 4'0"5 1'0"5 410" 5 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS! Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 BCDL: 10.00 Des .00 NCBCLL: 10.00 Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.004 D HORZ TL 0.004 D ( ) Creep Factor: 2.0 B 228 /- /- /170 /95 /88 D 70 /- /- /53 /9 /- C 91 /- /- /35 /66 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: TCDL: 4.2 sf p BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.173 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 MBC CSI: 0.111 ax D Brg idth = 1.5 Min Req = - W C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not In 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 d T C h d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. JL • 4 3$'ff f No 047102 $TATE fl4'� d.41 L Chor s ens. omp. C or s ens. Comp. A-B 23 0 B-C 34 -75 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015B 5829 SD 3D SC 3C A4 DE DE 7963150 P9 m rtBlnn Heal. em:utr .r eg —uS a by raan xt aeaneaa, P4trL.tYx. @E73ffifsn tP.6 Visa etSwnifAYa Aga SNA+1 au9Aen/Ai?i4s+4o1s. ftVao "d ttisd stag ra�atarntGcmatgv: cmakd and" ratA•i aus#ms cnaafe nswsbeword m amlctaumk 001m —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�g shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) f0F safety practices prior to performing these functions. Installers shall provide tempora rnrey bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�erly attache U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, ors orrenrs, m as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetaiis, unless noted otherwise. Refer to J P drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professions 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. rnr mnm infnnnatinn see this inh's neneral nntes oaae ­1 these weh sites: ALPINE: www.alnlneltw.00m: TPI' wvnv.Wnst.ora: SBCA: www.sbcindustrv.com: ICC: www.locsafe.ora x ..f IFROM: JP 07 / T8 /JACK I Wgt 12.6 Ibs I Truss Labela CJ36 R Horton /1756-Eastham A ,DR Horton DRW:/ 10/18/2019 I T. .17 SEAT PLATE REQ. C TY11 1, 3'5" 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl Ut 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): -0.002 D Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.003 D - Code / Mise Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.127 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.083 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 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 Wind Member design based on both MWFRS and C&C. J I' No 047102 • � r i § STAT15 OF ♦Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL B 207 A /- /159 /87 /80 D 60 /- /- /46 /8 /- C 77 A /- /30 /56 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 29 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 SEtiM M . . 40015E 5829 5D3D 9C 3C WEN DE 796B'ED F9 fkPY RlINRe4Dt4h 1DHStffidt6'�,et^L �Y9 iL9giY9Y1A.iLu31IA81tiR11, PE jf$.trz if'U7ja] N4 tafr8F�6ib9>i6 0449�956W1 S4`RA l3kritffistti#c. Ptblffidee9m3a1lYiadavRint¢faoal[z;ztSL'i':CaE�Qna9a�d tat6a ffid tTa6WF1 &Ahtniibtf0lcotJe 1B3Y3tsW Vtf�"c3 onaAyl30glcrdC s5siea. -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, b TPI anr7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted othervvise. f2efer to orapoiten.... drawings 160!•.-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of prot'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. F— m inf .finn mo fhic lnh'c no .1 nnfu nine —H lheen w h tile- AI DIAI=- .... .0 ........ I... ....... f..l­...... CD ....... ­...h ­l........... "I. ....... t........fe ..... � a SEQN: 704695 / T32 / JACK Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ3 .. / ... 10/18/2019 12 C T T M r T 2X4(A1) B A D SEAT PLATE REQ. 1i �a 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 191 /- /- /150 /82 /72 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D D 51 /- /- /40 /6 /- Des Ld: 37.00 EXP: C Kzt: NA TL HORZ 0.003 D ( ) C 63 P P /24 /47 I - NCBCLL: 10.00 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 TC CSI: 0.138 B Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.080 D Big Width = 1.5 Min Req = - C Big Width = Min Req = - Spacing: 24.0 " C8C Dist a: 3.00 ft Re Fac: Yes p Max Web CSI: 0.000 Bearing B is a rigid surface. id Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 23 0 B - C 24 82 Top chord 2x4 SP #1 T Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CBC. B - D 0 0 40015558285D3D 9C X A4DE DE 7965 FJD F9 masasanmxmmmnatm4ueeu4a�rmp�raarm uxxao eyuasusrrauta++-1. fi:a tk, a4r1S]fmn [Ra euo-r.5aw»a6zxr Ica SNlui ac�aot+uwaeco�a r*"dcmwvo!tYu�tiat asta€aawtcux a^atl Cgu4 v,9 tas>rd VA 0. WAI2 4wi tf w4adi4!DiSt6a wvNiod onaar4luircra4 cast¢.. "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 C1n, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins�alled per BCSI sections 63, 87 or 10, nm ortenr,, uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professionall engineering responsibility solely for the design shown. The suitability and use of this clawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. r......,..o sun this iWe nonnral notes nano and these weh sites ALPINE www_ahin.itw_cam- TPI: www.tninsloro: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.ora SEQN: 704705 / T10 / JACK Ply: 1 Job Number: 36CS0071A 'I FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ16 / ... 10/18/2019 V 0 12 5 F,-,--- C 2X4(A1; B SEAT PLATE REQ. 1r + 1'5"11 1'5" 11 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 Udefi U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 150 !- /- /128 /73 144 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D D 20 /- !- /23 /8 /- Des EXP: C Kzt: NA HORZ TL 0.000 D ( ) C 13 /- /- /14 /11 /- .00 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.134 B Br Width = 8.0 Min Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.017 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 - Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified -Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 23 0 B - C 6 -20 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 SERIAL M 40D15B S929 5D3D 9C 3C A4DE DE 795E EO F9 innremrexatattwcvoracsryeaysta= Rare ey rayr mruv .1, tt (vt. tu. tariaii en Wt Girt ctw-�:a.«ss�a Srra+i uttAtnStta2iantWa f rr>n',aba9ttsa1tk:4aaaecc3�amctarsi4ruGr�ra6�uf zriSsd asni tin utn4 xiitwxavms<att tsat �e 4txifevi m aay dGa+�iz eerokt. "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 shi ping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r saety practices prior to performing these functions. Installers shall provide temporary ruby, bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp ins[alled per BCSI sections B3, B7 or B10, onr �onerris. uc as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to / drawings 160A-Z far 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 ANSAPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more Information see thisjob's general notes page and these web sites: ALPINE:-www.alpineitw.com; TPI: www.tpinst.orq; SBCA: www.sbclndustrv.com: ]CC: www.iccsafe.orq SEQN: 704697 / T35 / JACK Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: CJ1 .. / ... 10/18/2019 4"1 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 Fcf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from andwall: 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. 0 12 5 � C 2X4(A1) B SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA co !'I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 148 /- /- /133 /85 /35 Snow Duration: NA HORZ(LL): 0.000 D D 11 /-1 /- /18 /10 /- HORZ(TL): 0.000 D C - /-13 /- /25 /26 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.138 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.015 D Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 24 -14 a No 047182 q 0. yE s STATE OF Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015B 5828 5D 3D 9C 3C A40E DE 796E ED F9 resss tten nx near eu:cxarcxry cm,era saxre M rsarucl mnueet, pr tn^ tiL BE718StCn SAE dR@6E9bA0Wve �'E. 9ga Swc.l Y.M1EEntkitSEntt@0.. Ti�,teife49k96i tia�ueCueCRt etu➢ettYtriS�aredasglle��7 se3kE MIS SAE vwt evSittf,AX80dtS63e [21Gt$9 S M41 M eRyd4tUV1 tY "Vila. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an c� SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryry rnfcy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, oin orrents. uc as applicable. Apply plater to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. 9. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of profess ona engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r= ,Wore inf-tinn sea this inh's neneral nntes nsne and these web sites: ALPINE: www.aiDineitw.com: TPI: www.toinst.ora: SBCA: www.sbclndustrv.com: ICC: www.iccsafe.om 4 a SEQN: 704699 / T41 / HIP_ Ply: 1 Job Number: 36CS0071A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 37.8 Ibs Truss Label: HJ66 .. / ... 10/18/2019 T 4�f �-- 1'5" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 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 Hipjack supports 6-5-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. 5' + 911,19 5' 4'1"9 C _o co 87'10 15"1 f5 8'7"10 9'1" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.019 C 999 240 Loc R+ 1 R- / Rh / Rw / U / RL B 283 /- P P /136 P 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 Creep Factor: 2.0 D 177 /- /- /- /152 /- Wind reactions based on MWFRS Code / Misc Criteria 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 = - Bearing B a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B r 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 o 047102 STATE O Maximum Bot Chord Forces Per Ply (Ibs) 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 SEMAL 1h . 40M585828 0309C M A40E DE 7963 ED F9 manan+axns.�euncmueaxts�,nmssa xFua eyuxr�"m3xaanea„ xr tra..ik scna�ica ets esm s+rn aka swa a att4cnticstirmca'd vt' Cag4a ai tlinGouacuuma+wfuau;G-rxa s` udard Mud aedt3D iVN2 nanmatcaticntaia eeutiite vtNax3 Mi arydw—k cmin, "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 rrncy, bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheo rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, rnu orients, uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. tQer to N drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIt PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this lob's oeneral notes nano and these web sites- ALPINE: w 1nineitw_com• TPh — h,1nstnrn- SBCA• www_shaindusttv.-r ICC• www.imsafe nrn 4 , • IFROM: JAH 26 / T9 /HIP_ I tgt:Q y: 25.2 Ibs I Truss Labela HJ56 R Horton /1756-Eastham A ,DR Horton I DRW:/ 10/18/2019 I C a SEAT PLATE REQ. �-- 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C 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 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Loading Hipjack supports 5-5-7 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. F;. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/ Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.016 D HORZ(TL): 0.030 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.673 TPI Std: 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 04718;Z, "o mSTATIE O ♦ Maximum Reactions (Ibs) # Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 229 A /- /- /116 P D 107 /- /- /23 /- /- C 236 A /- /- /179 /- Wind reactions based on MWFRS B Brg Width = 10.6 Min Req = 1.5 D Br; 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 4OD15B58285D30.9CMA4DEDE 796B'EO F9 rewsnrm"mtmeu t+truaqusvXeyraa,vm+ca�abY rxarurrmatnm, H (€d.1L. /lnSli� [L<dxta eACwm SC39@,c�ji 4if&i y2VjMdcaW1[adE. rfsreNewmsd ttt:duvissnm^amtcrn:t�4-asa�ns6an! ¢mizA and ttc tiW1 xatcmcvaifenrae Cs+alM 4a�tliad ar xyetWrar� ccsha. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporary mfes bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attached rt id ceiling Locations shown for permanent lateral restraint of webs shall have bracinfq insalled per BCSI sections 83, B7 or �10, onr orients, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to p drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing Indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I:— m„re I„r�,, fia saa this loh's aeonral notes nave and these web sites: ALPINE: www.aloineitwxom: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.1cesafe.or0 d a I SEQN: 704717 / T37 / HIP_ I Ply: 1 I Job Number: 36CS0071A 'I FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 21.0 Ibs Truss Label: HJA / .. 10/18/2019 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 Special Loads C 12 4.56 ti N CV O 2X4(A1) B A D SEAT PLATE REQ. 1'1"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: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.10 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.01 BC: From 0 plf at -1.10 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.31 BC: From 2 pif at 4.31 to 2 plf at 6.01 TC: 91 lb Conc. Load at 4.31 TC: 99 lb Conc. Load at 4.71 BC: 70 lb Conc. Load at 4.31 BC: 75 lb Conc. Load at 4.71 Wind Wind loads and reactions based on MWFRS. 6'0"1 :j IIA 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 Std: 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): i VIEW Ver: 18.02.01A.0205.20 WAVE 4001555929 SD 3p9C 3C A4DE DE 7965 ED F9 rnwc"amras�etnawawatamars�aa am sexnt�utauttuannra, Pr In. UL annian tht Ski.1 a lboti: mt da WtftdtCPV 10j Undo"a:rrdaaraltcnilc6.ratsv sdmd Mhd and ttn $' 1 thenYztlmmm must&. saM,4 Manpdau"k camas. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 193 /- /- /- /32 /- D 137 /- /- /- /6 /- C 148 A /- /- /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 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 tempora BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. (Refer to 50A-Z for standard plate positions. a division of ITW Build!n Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. rmey } orrr/�orrtnts. uc 4 I SEQN: 704810 / T6 / HIP_ Ply: 1 Truss obNumber: 36CS0071AFROM: JAH Qty: 2 756-Eastham A/DR Horton /1756-Eastham A,DR Horton DRW:Wgt: 16.8 Ibs Label: HJ8 .. / ... 10118/2019 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 C 12 1,56 . O 04 CV Lo 2X4(A1) B iv A 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 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 ft 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 pif 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. 415"5 4r5"5 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.003 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 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 ♦ Maximum Reactions (Ibs) r Gravity Non -Gravity Loc R+ / R- I Rh / Rw / U / RL B 255 /- /- /- /142 /- D 117 /- /- /- /1 /- C 189 P /- /- /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 It 0 N 4OMS35829 5D3D 9C X A44E DE 796B EA F9 'rrs9i¢UR.NcsdtR9idgt09if�.'f qA"-DF-dty Rit..'--#L Pi("-tiL 04=)C 04 diY@fiw_AC V.NaSWl ft14h.Ri.=_fbd& ft'M D4CV.%0f m4x4nem �y OGr OGSO:S:mDffQO#� W3r]C♦ and it.%K%-1 auUwnr vm4cW maim moo W aa7ekomu. atom "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, byTPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary allay bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwise. )2efer to onrt:111_ a. uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI9 PI 1, or for handling shipping, Installation and bracing of trusses.A seal on this drawing or cover page listing this drawing B indicates acceptance of pro engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure Is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see thisJob's general notes page and these web sites: ALPINE: www.al inaltw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com; ICC: www.iccsafe.or 4 Gable Stud Reinforcement Detail ASCE 7-101 160 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 i 140 mph Wind Speed, IS' Mean Height,. Enclosed, Exposure D, Kzt = 1.00 ❑r, 12d mnh Wind Sneed. 15' Mean Heloht.. Partldlty Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical paring Species Grade No Braces (t) lx4 'L' Brace ■ <D 2x4 'V Brace x (2) 2x4 :L' Brace 1(mi(1> 2x6 'L' Brace r (2) 2x6 'L' Brace x Group A Group :B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' to, S' 7' 6' 10' . 7' 9' 8. 1' 9' 3' 9' 7" 12' 2' l2' 8' 14' w 14' 0' U C� S P P #3 3' 8' 5' 9' 6' 2' 7' '8' 7' 11' 9' 1' 9' 6'' 12'' 0' 12' 6' 14' 0' 14' 0' stud Stud 3' 8' 5' 9'. . 6' V 7' 8' 7' 11' 9' t' 9' 6' 12, 0' 12, 6' 14' '0' 14' 0' 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' e' It, 9'. 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' li' 1 10, 8' 2' 9' 4' 9' 9' 12' 4' 12, 9' 14' 0' 14' 0' —� S P #2 3' 10' 61 7' 6' 101, 7' '9' 8' 1' • 91. 3' 1 9' 7' 12' 2' 1 42' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6.' 11' 7' ,5= 9' 2' 9' 7' to, ill 11' 8' 14' .0' 14' 0' OU F Stud 3' 9' S' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' a, 14' Of 14' 0' d Standard 3' 6' 4' 7' 4' it, 6' 2' 6' 7' 8' 4' 8' 11'. 9' 8' 10' 4' 13,' 1' 14' 0' U #1 ./ #2 ,. 4' 5' 7' 6' 7' 9' 8' to, 9' 3' to' 7' 11' 0' 13, it, 14' 0' 14' 0' 14' 0' :p S _ U S P F #3 4' 2' T 1' 7' 9' 8' 9' 9' 1' 10, 51 to, to, 13' 9' .14, 0' 14' 0' 14' 0' -Stud 4' 2' 7' 1' 7' 6' 8' 9f 9' 1' 10, 5' 10, 10' 13"9' 14' 0' 14•' 6' 14' 0' fl HF Standard _ 4' 2' 6' P 6' 5' 8' 1' 8' 8' 10'' 5' to, 10, 12, 8' 13, 7' 14' 0' 14' 0' QJ #1 4' T T 7` T 11' 9'_ 0' . 9` 4' 10' B` il' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7" 9' 8' to, 9' 3' 10' 7' il' 0' 13' 11' 14' 0' 1.4' 0' 14.' 0' #3 4' 4' 6' S' 6' 10' 8' 6' 9' 1'• 10' 6' 10' Il' 13' 4' 14' 0' 14' 0' 14' 0' 0) ° D F L Stud 4' 4' " 6' S' 6' 10' 8' 6" 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' 71 Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' .10' 12' 7' 14, .0' 14' 0' #2 4'A08. 8' 31. 81,7' 9' 9' 10' 2' 10" 7' 12, 1' t4" 0' 14' 0' 14'_ 0' 1 14' 0' d . S P F #3 41' 7' 82' 8' 5' 9' 6' 101101 11' 6' 12' 0' 14' .0' 14' 0' 14' 0', 14' 0' U Stud 4' 7' 8' 2' B' 5' 9' 8' 10, 01. Il' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F 1 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' 1' 8' 5' 8' B' 9' 11' 10, 3' 11' 9' 12, 3' 14' 0' 14, 0' 14, 0' 14',0' S P #2 4' 10, 8' 3' 8' 7' 9'. 9'. 10' i'. 11' 7' 12, 1' .14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 1P 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' r t D F L Stud 4' 9' 7,' 4' T 10' 1' 11' 7' 12' 0' 14, 0' 14' 0' 14' 0' 14' 0' Standard 4 T 6" 6' 6' 11 a.' 8' 9' 3' 11' 6' 12'..0' 13' 7' 14' 0' 14 0' 14' 0' Diagonal brace cptlom verticat length may be doubted when diagonal brace Is used. Connect diagonal brace for 600111 at each end. .Max web total length Is 14/ Vertical length shown In table above. at :al web. r Lp5 C AN ITWCOMPANY 13390 Lakofroni Onve 5anh City. MO 63045 aea Truss, / 2x6 r-a2 or - better diagonal brace) single 8' or double cut. 45' (as shown) at J— _ 1 upper end. r, J /oCont1hui Refer to chart above mnlatlx6}a a[AD arm FDLIov aft 1JQfES ON TNts DRAWD" ..niPd2rANTn. fLIRNISN'TF➢S-IIRAW➢Ki T➢ Au rnxrwuT➢RS ara.UD1NG THE DJSTAI.LERS, ated otherwise top chord shall have properly ottad+ecl structurnl�sixafNrrg and iiotton dwrd ,* i x n properly attached, rigid- ceNng: locations shown for permanent lateral restraint of webs., e hrnpng installed per SCSI sections 43 B7 or 1110 as applicable: Apply- ptates to each face and, ppooshfon as shown above and an the Joint Details, untess muted, otherwise. `4 /9 W drawlnps 16OA 2 for sto lard ptate Posltlons. b+f ram, dNislon of ITV. B.Kding Conponente Group 1n shall not be responsage for any devintlon iron Y dap, any fa0.ure to buRtl the truss In con orftonce with' ANSI/TPI 1, or for handing, on 6 bracing of trusses, ',stir �� \� an this tlrnwMg ar, cover page IktNg this n. Tt g, uttalAlt n 4 use t pr rasslannl n _ ng ponsmAlty solely inn Me dessgr, shown. The see' p lty NSI use of this drawing struereture b the re,ponr.aiDky of 41w HwfirLmg De9gner' Pci� ANSLTPI 1 Sec2 For ,ore Inforrwtbn sew this 's •�"eYC1'3" �t \\ Job geSBC4, notes Page and these sew diem dFAs„ , \\ ALPINE, wnaiptneltr;caml. TPD nw.tpns,tcrgl SBL4+. ww9s6cYidust1y.orgi TCG winlccsafearg Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hen-FIr #i / #2 .Standard 11 1 a2 1 S-Wd a3 1 Stud 1 1 43 lStandardj ➢ou las FIr-Larch Southern Pines. #3 #3 Stud Stud Standard -1 Standard Group Bt Hen -Fir #14 Btr aI Do u las FIr-Larch Southern Pinews. al a( a2 a2 lx4 Braces shall be 'SRB (Stress -Rated Board .,: ■.For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be .used with these rades. . 6nble Truss lletnil Notes+ Wind Load: deflection criterion Is "/ 'Ia Provide uptiFt connections. for 75 plf over continuous bearing (5 psf TC Dead Load), Gable end supports toad from 4' 0' outlook—s with 2' 0' overhang, or 12' plywood overhang Attach 'L' braces, with 10d (0.12a'x3.0' min) nalls, )K For (1) 'L' bracer space nails at 2' o.e. In Is' end zones and 4' o.c. between zones. )K)KFor (2). 'L' bracesi space nails at 3' me In 18' end' zones and 6' d.c. between zones. 'L' bracingmust be a minimum of SOX of web member length. Gable Vertical Plate Sizes Vertical Len. th No S Ike. 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: REF ASCE740-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 MAX. TOT. LD: 60 PSF MAX, SPACING 24,0' KA Gable Stud Reinforcement Detail ASCE 7-10i 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 rl- 1P6 nnh vinni SnoaN. 9n' Mean Heinht. Pnrtlntiv Fnci—mi. Fvnnsurp n. K7t = 1.00 S 2x4 Brace Gable Vertical piing Species No Braces (1) Ix4 'L' Brace w 0) 2x4 'L' Brace WE(2) 2x4 'L' Brace ww (1) 2x6 'L' Brace ■ <2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group H +> p r #1 / #2 3' B' 6' 9' . 6' 6` 7' 5' 7' 8' 8 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B'..B' 9' 1' 11' 3' 111 11' 13' 7' 14, Or USf (� [- Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' B' 9' t'' 111 2' 11' 11' 13' 7' 14' 0' 0 I 1 r Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 81111 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' It, 9' 12' 2' 13' 11' 14' 0' —� S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11` 7' 12, 0' 13' 9° 141 0' of r IL D r #3 3" 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' to, 1' to, to, 13' 8' 14' 0' Stud 3' 7' 4' to' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' '10, 10' 13' 8' 14" 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6' V 7' 9' 8' 3' B' 11' 9' 7' 12, 2' 13, 0' U _ +) p S. F #1 / #2 4' 2' 7' 2' 7' 5'. 8' S. a' 9' '10, 1' 10, 6' 13, 3' 13, 9' '14' 0' 14' 0' #3 4' 0' 6' 7' 7' S' 8' 4' 81, 8' 9' 11' 10' 4' 13, 1' 13' 7' '14' 0' 14' 0' U Stud 4' 0' 6' 7' 7'" 0'. 8' 4' 8' e' 9' 11' JO' 4' 13' V 13' 7' 14' 0' 14' Q' aj O, H P 1 1 Standard 4' '0' 5' 8' 6' 0' 7' 6' 8' 0• 9. 11' 10' 4' 11' 10' 121.81 14' 0 14' .0' #1 4' 5' 7' 3' 7' 6' S' 7' 8' 11' 10' 2' : 10' 7' 1 13' 5' '13, it, 14" 0' 14' 0' S P #2 4' 2' 7' "2' 7' 5' 8' 5' 8' 9' to, 11, 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5" 11' 6' 4' .7' 11' e' 5' 10, 0' 10' 5' 12' 5' .13, 3' 14' 0' 14' 0' Qd ° D F L Stud 4' 'V - 5' 11' 6' 4' 7' IL' B' S' 10, 0' 10' 5' 12' .5' 13' 3' 14' 0' 14' 0' . Standard 4' 0' S' 3' 5' 7' ` 7' 0' 7' 6' - 9' S' to' 2' 11' o' I 9' 14' 0' 14' 0' (- . 41 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' to' 1' 11, 6' 14' 0' 14' 0' 14' 0' 14' 0' d U S P f LJC #3 4' 5' 7' 7' B' 1' 9' 6' .10' 11' it' 5' 14, 0' 14' O' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 6' to, li' t1' 5' 14' 0' .14' 0'. 140' 14' 0' XSP O I�f Standard 4' S' b' 6' 6' 11' 9' 3' 10' 12' 11' S' 13' T 14' 0' 14' 0' 14' 0' #1 4' 10' e' 0' 8' 3' fl5' 9' 9 11' 2' 118' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' 11' B' 2' 9' 8' I1' 1' It' _6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6':10' 7' 3 9' 7' 11' o' dl' 6' 14' 0' 14' o'14 0 14' 0' DFL Stud 4' 6' 6' 10' 7' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0'14' 0' Stndnr4' S' 6' t' 6' S' 8' 7' 10, 11' I1.., 5' 12, e' 13' 7' 14' 0' 14' 0' Diagonal brace optiore vertical length nay be doubled when.d1agonal brace Is used, Connect dlaganot.. brace for 6900 at each end. Max web total, length Is 14/ Vertical length shown In table .above. connect dlagonbl at mldoolnt of vertical, ow A LIP I. AN ITW (MMPANY iWeg Lakefront orive Earth City. MO 63045 Truss 2x6 DF-L #2 or better diagonal braces single or double cut (as shown) at upper end. —VARMNG" wwD(PMTANT- FURNISH TI �� e i 11L11 I+ t 8' L 1 r . � onttnuous BI Refer to chart above for al1DDG THE DISTKA"& dung and b ncwg. Refer to and >n, by TM and SDCA) for safety W tern -" b—ImM Mr BCSL ss rated otherwise, top chord shot( have property attached-structurot sheathing and bottom chord i haven properly attached Hold teeing. Locations shown for pwmanent lateral restrokit of wells i hove bracing ostntled per BCSI sections B3; 87 or BID, —applicable. Apply, plates to etch face :ruse and position a6- shown above amd on the .lohlt Betels, bless noted otherwise. ,r to drawings 160A-Z for standard. plate positions• acne; o &Idiom of 1TV BuAtUng Components Groupp Inc shots not be recpons80.e for aarrtyry tleNotlon Cron r drawing, any failure to build the truss In conformance with ANSI/T'I I. or for hind. a, shipping, ,Metiers I bracing of tn,ssea. I seat on thin drawing. or eovor page Usiing this drawing, Indicates acceptance of professlonnl xcrlia respondb1tity solely for the design shorn The suitabNlty and vse of this drawhg j any s uct,re is tin respams"tty of the &ddng Desiryur Per"ANSI/iPI 1 See2 �! For mare Mfornotion see this ,Job's general notes page and these web sites, ALPINE, www,alpY,eltw.corU` TP11 •ww.tphst.orgl SBGti wwsbctndustryarM 1C0 wwwxcwfearg No AiE OF Qr Z 0Fi1d� MAX, Bracing Group Species and Grades, Group AI S race -Pine -Fir Hen -Fir #1 ! #2 Standard - OP -.Stud.- 03 Stud #3 Standnrd Dou las Fir -Larch Southern Pi—loww #3 #3 Stud Stud Standartl Stnntlnrd Group Bt Hen -Fir #1 8 Btr #1 Dou las FIr-Larch Southern Ptnewww #t III 82 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45Stress-Rated Boards. Group B values mtsy be used with these grades. 'Gable Truss Detail Notesi Wind Load defiectlon criterion Is L/240. Provide uplift connections for 135 plf over continuous beartng (5 psf TG Dead Load). Gable -end supports toad .from 4' 0' outlookers with 2' G' overhang, or 12' plywood overhang, Attach 'L' braces with IOd (UPI( x3.0' Mn) nalls. 3 For ill 'L' brace, space malls at 2' o.c. an 18',end zones and 4' o.c between zones. d 0107or (2) 'L' braces space malls at 3' o.c. n iB' end zones and 6' o.c. between zones. 'L' bracing. must be a Animum of 80% of web member length, Gable Vertical Plate Sizes - Vertical Length No Splice Less than 4' 0` 1 2X4 Greater than 4' 0', but 4X4 less than IV 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-107GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces, Brace Is 90% of member length, 1P(% as_96 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater, than 48' 'L' or 'T' brace required IT Relnfol Memk Gn Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Refer, to appropriate Alpine gable detail for minimum plate sizes for vertical studs. tORefer 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 2X8 Provide connections for uplift specified on the engineered truss design. Attn_h each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords. ;oenalled Ncllsr 10d Common (0.1481x31,mIn> Toenails at 4' o,ca plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings - A11515ENC101014, A12015ENC103014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC103014, A18030ENCI01014, A20030ENC101014, A20030END101014, A20030PEI)101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Tor-nall - Or - End -null To convert from 'L• to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o,c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 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 /I��1�I� �� /�,//i11 ILLJ�J lui�\\Ifl AN ITW COMPANY 13389LakefrontDrNe EaM Co. MO fi S MVARNDOW READ AID FOLLDW ALL WIES Q( THIS MAW1BiGl aIMPIWANtb FURNISH THIS DRAWING TO N.L. CWIRACT13RS DEW1131IG THE DRSTALLL'RS. Trusses requFe extra, care h fobrrntt+aa handling, shipping, Installing and bracing. Refer io and,.. folio, th, latest "Rion of RCS] oh,ldvrg Component Safety Information, by TPl and SBCA) for safety Ilnl ss�notedbotMnwise estop chard shalt haafunctions. e prop yR attached shall provide ctrral psh hI paanld borthchord shay' rove a properly attached rigid coiling. Lacatlons shown for permanent lateral rostrnlnt of ,abc shall have and ion installed per above Joint or Beta °c unlessapplicable.no Apply plates to each foce of truss dr. ppos 16D as farm above and on tie ion.Detols, unless rated otherrLu. sand on the Refer to dra,4rps 160A-Z for ftnndard plate positions Alpine, ° dvlslon of ITV Huldrp Components Gro ]rx: shall not be respanslWe fa' any deNatlon an tw rrnrha any Pnlure to buildd the truss h co ornance with ANSIrtPI 1, or For ro sFJppina Insta4atlon L bracing of trusses, ccaptorce �� A seal on tFds dro,Fp ar cover pape Usthp this dn,kp, Mdcates a of efeiorel en0heewg nc'rud�HHy coley far tie detlpr( crow. TM wtnbuty oM use of t)is (rang Por any a Is resporetlhty oP tFr lRulriq Drsiprr par AISi/TPI 1 Sec2 For mom InMorvmtlat ore thus ,job•c pen.rnl rotes page and these ,eb cites, ALPINE, r,r.nl Itr.conl TPA r► ,t tort' 99CN mshc tr any ICCr r,rUccsnfno `�, l �„ hr, Ea`S �y'�,. .�?•1)o F,�s- = n r Ha OdrT@P %p> STATE f +y: 1"S'ter+pflgO©i2'�`� 's�'r41NAs�� "' amsajamsaanowwuere _... -'.». „_ �M��y�`.�� -- MAX. TOT. LDr 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24.0, r W4X4, Min,, W1.5X3. TyP. 2x4 Chords W3X4, Min, )K Hip Frame, •,R' .Hip frame stops at plumb cut of jacks to maintain pitch continuity. 0 El Hip Frame Details B Hip Frame Common 24° Tr sses TYp Stepped Hip System Trusses L IsFI�l1i�l 8INI�,N1,___• r1MONNEWENr]r]��r1"WOW Chord •Area - • - 141.60•- 1: Bottom Chord • • - o- Attach hip frame to flat chords of stepped hips W3X4, Min. at all overlapping points with (2) 0,131°x3.5° nails. Bottom chord of hip. frame to be attached to #1 hiP with 0,131°x3,5° nails @ 6" o.c, maximum spacing, Hip Frame Section B-B Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed. design for setback, lumber, plating, Loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2° to fit, Stepped Hip purlins must be intact and properly attached. Setback - 4 - System Trusses Use this detail fors ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' 'Mean Hgt; Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat to,p, chords of hip frame system where indicated, Flat. top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, ASCE .7-02, 140 mph, 30.' Mean Hgt, Partially Enclosed, Cat II, Exp C. , Pine lumber, Structur anels must be property attached directly Residential, Wind. TC DL=4i2 psf, Kzt=1,00 To hi t�P ��y,WI!Vwbins. -WAM N•- REO AND f�_ ,.m+ All wTM a nO n+Avaua wwINPMTANTM FURMS,H THIS MAWM TU ALL CMOMTM DCLMUNG THE INSTALLERS. Refer to ty�- C �y- % �_` REF HIP FRAME Trusses regi,be ewttene care h Pabricatinp, hnndlinp, shlppbng, InstolUrq ontl brachg• and follow tivr latest edbtlon oP. HCSt CHuldng CPr?an•nt Safety [nPornation, by TP! and SBCA) for safety �•l' S DATE 1���1 �14 DRWG HIPFR1801014 p� et. e— Prbr to perforning these functbens. InstoUwrc sYnll provW tonpornry Mn�g per 6(SI. Unless noted otherwise,, top chord shall have prope�ly.attochetl struetwol shenttdno arrti Boston chore = = 1I� l(���' A*LN shall imve o prwwrly attnchad r4gM cenhg. Local&— snows for pe--o t loteral restraht of webs chalkhove txaChp ystolled Par BCSl sections H3 B7 ar Slo, r— a stile. Appl puttee to each Fnceof truss And.pasitbn as shorn aboveonoan the 7oht petals, P ess noted obi e-1se. S A ERefer �FAlphe L� to dmwhps 16DA-2 for stmdord plate posltk n . a ditisbn of IN HWld6nC Cononents Grow Inc shall mtber responsue for an�y devlatbon from �O -QOOMPANY tuts drawing, any ealwe to bold the "floss h confornonce with ANSVTPI L — for hantlUng, SKPPho, ifs QR IO installotbn L bracing of trusses A seal .art this drnwhp or cover papa tlsthg We drawhp. Wlcat•s occeptonce of professbomt •' -�vt *'S• !�%1'j f •`b'r0 Sol of' the K I Sen p Earth CUy8M069W6 fre ^°ro Fo naytbn sae this Job's po�negral�notes 'Page b MostB ALPINU matolnelte.coni'TPI, were.tptnstbrgi SBG ww•.dW.&WWtry.orgl ICO "Wicesafearp y4f'"P 4 Valley Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2X4 SP #3, SPF #1/#2, DF-L #2 or better, web, sane species and grade or better,attached with 10d box (0.128' x 3.0') nails at 6" o.c. In lieu of 'T' reinforcement, 2x4 Continuous )K)KAttach each valley to every supporting truss with) Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. 11 16d box (0.135 x I na s 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 re.quired,. shall be permitted in lieu of fabricating from separate 2x4 members.. All plates shown are ITW BCG Wave Plates. 3X 4 12 12 Max: (— 2X4 X4 �— 8-0-0 max -I 4X4 12 12Max, i— iX3 . 1X3 5X4/SPL 20-0-0 (++) Supporting trusses at 24' o,c. 'maximum spacing. shag li e a prop Lshall h 'br4 : of truss and pp Refe to dra.Yig / N tfW MMPXNY this a ,y,pm; t>ta. Instatlatlor, -6 bray A seal "on tNs 13389 Lekefmnl Odv. Few d+Y druchr Eaah'oty.MO 63845 For ALPINE w 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 put-Un spacing as specified on Engineer's seated design. Xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured. along the slope of the top chord. ++ Larger spans may be built as long as the, vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley _ S _1 �. sh'mino. b,stnitlno and bred— R.Per to oM nttachetl rr11ppld eeltk,p. Locations sho n for permanent lateral restraint of ..I ,aged per :SCSI eectbns B3, B7- ar Blo, as pppgcable. Amply plates. to eachiac as sK..n nbov. and on the .loin* ➢.toBs, -.ss mtad othoratw. P-T for sta xlard plot. paslt,- . ]TV Bugding Cony .te C—p Inc. shad rot be responsible for nn��yy d".V.. f re to bu4d the tr m. in —F-7—e .Ith AN31/TPI 1, cry for hnndting. sNpp4,g, of trusews. ng or cover page Wft this droskig, hdcates acceptance of professlanal t�yr solely, far the design sham The :.b{ky and use aF this draft t}m respa,r�Alty oP thr "a's Iltfiphe� per N1Sf/7PI t Sec2 Infornatlon see. this Job's general notes page and these web sites, Square Cut Bottom Chord VaUev . ip'»t,IIIIQi1i?7`t,1` 2X4 Stubbed Valley End Detall 04 Optional. 'Hip Joint Detail T n. . Partial. Framing Plan TC LL 30 30 40PSF REF VALLEY DET� C DL 20 15 7PSF DATE 10/01/2014 BtC DL 10 10 10 PSF DRW.G VAL160101014 BC LL 0 0 0 PSF TDT, LD. 60 55 57PSF AC. 1.25/1.3311.1511.11 -.ING 24.0' 4 0 0 T. Piggyback .Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1L00 160 mph Wlnd, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5,.0 psf (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- 5.0 psi <min), Kzt=1.0. Notes 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 sultable anchorage to permanently restrain purtins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail. Is not applicable if cap supports additionaltoads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss desion drawing for oiaovback and base truss specifications. Detail A 1 Purlin Spacing 24' o,c, or less 12 Up to 12 Spacing = O.C. max 4' l—Top, Chord Scab (Typical Each End)- Flat top chord purlins required at both ends and at 24' max o;c. spacing, in between. .. Detail B 1 Purlin Spacing > 24"' o,c, Piggyback cap truss slant Walled to all top chord ,purlln bracing with (2) 16d box malls (0135'x3.51) and secure top chord with 2x4 #3 grade scab <1 side only at each end) attached with' 2 rows of 10d. box naps <0,128'x31> at 4' o.c. 12 Attach purlln bracing to the flat top chord using a minimum of <2) 16d box nails (0.1351x3.51). Upt°12� P 24n Spacing ) o.c. max Top Chord Scab (Typical Each End> Chord Full Flat top chord purlins required at Depth both ends, purlin spacing > 24' o.c, Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. rcvARNm— READ AND F'm Lav ALL NOTES uN This wAvm --DFMN(T— FLOUSH T111S DRAWM TO ALL CMTRACTCRS DICI.IIOQ(G THE 47STALLERS. Trusses require extreme care in fabricothg, handling, sNppbp,, InstolUng and broc .RReFwr tofar,A b .. Piggyback cap truss slant malted to alt top chord purlln bracing with (2) 16d box nails (0.1351x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box naps (0135'x3.51). The top chord q3 grade 2x4 scab may be replaced with either of the following, <0 3X8 Trulox plate attached with (8) 0.120'xl.375' naffs, (4) Into cap TC & (4) Into base truss TC or 41) 28PB wave piggyback plate plated to the piggyback truss TC and 'attached to the base truss TC with (4) 0.120'xL375' nails. Notes Nailing thru holes of wave, plate is acceptable_ x In addition, provide connection with one of the following methods- Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0120'xL375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' <min> APA rated sheathing gussets (each face). -Attach a 8' o.c. with (8) 6d common <0.113'x2' . naffs. 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 x4 SPF R2, full chord depth scabs (each face).. Attach @ 8' o.c. with (6) 10d box malls (0.128'x3') pper scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave . Piggyback Plate One 28PB ,wave piggyback plate to each face @ 8' o.c. Attn h teeth to plgpzbock at time of fabrication. A tach to supporting truss with (4) 01120'id:375' naps per face per ply, Piggyback plates may be staggered L4' o.c. front to back faces, follow the latest edlti- of. BCSI (Buldap Component Safety Tnfornotion, y TPI and S for so a y. yt.. -..y�� - -� praeticec prior to.perfornhg those functions. Iretollers sYma provWW tenparory tiraUr,g par BCSL less noted oth I top chord shall have pr perly' attad+ad structwal shed Nng a button chord shots" have a properly atteched rrig� cell4p. Lo-bens sin- Far permanent tateral rest,*I t of webs ALP shall hove bracing OKtalled per. a st ceetlons B3, B7 'or BIO, - nWL-hlo.. Apply plotes to each face �of truss and position aS .shwn above and on the .aht Doues, WM1ess noted otherwise. Re Far to d-efts 16DAZ for staMard plot. positions Al phe a dl lston of ITW Mding Components Group Inc shop not be responsNle for on d-lntlon fron WI+(1 AN Rw CQMNY t4 d—Ing, any F.Fwe to build the truss In conformance with ANSI/TPI I, or far handling, %ing, shippkV. ,. �j1 a OP A.R.tlon 6 brocb,g of trusses. A seal on this d,.Wmg w cover page Dsthg this dr..bq, b,acates oeeeptance of professbnol �rospons✓bAltyy solely for fhe deslpn shown. Th. adtabAtty.nM us4 OP this tlrowing for any to the respansiotlty of !ia Bu am Docigrrr p.r ANSVTPI 1 Seca )338 City. klm i D,Ive a, a - job's page and these web sites. f��j Vr `\ `A�` Earlh.R°r more Information this bs a i�I noteM ��� SPACING 24,1) _-_ _v_ ____. ,. _�._ ..�.. ._....,�.,.. rr, ..nVrenfeewn �'•._ �,hrnl c�1Ca EF PIGGYBACK ATE 10/0,1/14 RWG PB160101014 CLR Reinforcing Member Substitution This, detail Is to be used when a Continuous Lateral Restraint <CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail Is only applicable for changing the specified. CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab, reinforcement, Alternative reinforcement 'specified in chart below may be conservative, For, minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 ,1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4CO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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, Oi0 Center scab on wide face of web. Apply <1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinf orcementi or L-Reinf. Apply to either side .of web narrow face. Attach with 10d (0,128'x3,,0"Min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d <0J28'x3.0',MIn) nails at 6' o.c; Reinforcing member is a minimum 80% of web member length, Scab Reinf. —MMTANT- , MAVM M ALL NO FMI" A'.M4TRACTM uau� M UWALXRs Trusses rewire trene.core in fabricating handling, slvppma, Instalft tend bracing. Refer to and ���•� vE� ;�j$'�•,,� TC LL PSF REF CLR Subst, folio. the latest edipon of HCSI {B.Areng-Component Safety Information, by TH and. ZKO For safety to these functions. [nstaUers shall temporary bra= per BCSL r+ � �� �a�s� TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 practices prior perfornMg Frovide Unless noted otherwise top chord shall -have properly attached structural sheathing cvld both, chord have Ngld Locations For 'permanent lateral restraint of C DL PSF n small a properly attached eeRlnp.. sham webs J or BSo ds.appllcatila. Apply platter to each face and an the F trust and cing 1.n at who n above and on the JOV,t Betats, unless noted other.ls¢. of t ho bracing Vt Instated por above inps _ ✓JP'^''f ' W LL PSF 11111� Refer to draw 160A Z for standard plate posltbris. Alpine dlvlslon of ITV MdIng Components Grouupp Inc shall net be responsible For any deNotbn from _ AN MCOMPANY this drawing di any FaUure to btAd the truss In confornnmxe Mth ANSI/TPI 1, or for harng, shipping, c,.�/a/a�./ .() Y /H 1 �F OT. LD, PSF Installatbn 6 brneing of trusses. A seal on this dwwing or cow -page Ustl mg this dr..Ing, In icates acceptable of pmFesslanal e eeWq respons¢mNsy sdely For the deslgi sho— The sWt.Wty and use of this d—Ing Far one y strucd+re Is the 111:14 11 of the Bmdltlina Designer per ANSI/71 1 SeCZ ,e1 - !' AN �g `y�l ¢� ` (Q Fd . DURm FAC, 13389. City, MO Drivo EnrtA City,.M0030A5 pLpME� �.a10� nice comti`iPde...ttsPhs' ors agi SMBCAm .r sbCV�tlustryarBlthese Q wsiccsafe.org d��e,,. I7(f1Ar A, Ia 51117� SPACING f r Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break pper chord panel and no more than two breaks per truss are atlowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum, nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size,, grade, and sppecies as damaged member. Apply one scab per face. Mlnlmum side member lengths) = (2XU + (B) Scab member length (S) must be. within the broken panel. Nail Into 2x4 members using two (2) rows at 4' o,e., rows staggered. Nall Into 2x6 members using three (3). rows at 4' o,c., rows staggered. Nail using 10d box or gun no.ils (0.1281x3', min) Into each side member. The maximum,perm(tted 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 -0111 L L 4'" o.c ___iTypicai ~ + 0 + 0 1 0 + 0 0 + O + 0 + 0 + -1 2' F— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face '2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere Nail Spadna Detail 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 24 975.# 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 .42r 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2xG 5165# 5280# 6095# 6660# Minimum L Distance -IiMdSH T READ AND T13 AL ALL MOILS U7 T}O8 DRAY1ttG1 nDP�liANTn FURIOSM 7'F1IS- DRAHlkG TD All COt1TRaCilIItS 11Cl1NING THE 1NMALLERS .: ! mr ` p��n ' � .. � ✓�, E r v REF MEMBER REPAIR DATE 10/Ol/14 Trusses req dre ..trams card In Pobrkot4,g ha filmB shipping, lm.talilng and braaV. RaFer to and fa4ow the latest edltfon of HCSI (Bwidng Component Safety Information, by TPI and SW" far soFety �I^ V v '•' DRWG REPCHRD1014. practic*s prior to Performing these functicns. Installers shall prow temporary bracing per BCSL Unless noted otherwise, top chord shalt have property attadxd structvr.1 sheathUg and bottom chard shall. have n properly attached rigid coking. Locations .shown For permanent ICteral restraint of webs or gig, as an pintos to each Face shag trove Matlnp hutoltod per aboI sandtion.on, Wo.. L ,� i� d �O ess n. dAPP1Yot of truss nd po tton as s{iom above and m she Joint Deta4s, un ass noted otherwise. the J Refer to drawings 160A-2 Car stondard plate posltlaftS � � V� y V AN f(W COMPANY Alpine, a dvlsbn of ITV BWlding Components Group Inc shall not be responsible far any deviation from this drawing, any faBurB to b9d th¢ truss h conformance with ANSI/fPI 1, or for ha p, shipr�� Imstallatlon L bracing of trusses. C A seal m this drawing or cover Po Dst4gthta drnwiny Yldicates acceptaneo of professlornl englneeNng reslwnsibllt adlely for the design shown. The sultabklty and vs¢ of this tlrawing forma��don y r Earth Lak ftoMO 030S5 FrOr moreor any struewre or See this job's PACO pond these web sltos, ALPINE, ww alphroltw.coml TPI, s¢w.tplmstorgl sack www.sbclndustryorgi ICG. wwwlccsaFearg �iA�-#' �1titd``t 1111 1It SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS L1— 4' 0' GC MAX. LENGTH TOTRIM ILLER r EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL. FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (560f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.G. 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 T❑.24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). 'ALATERAL 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' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME .CHORD, BRACING MATERIALS AND .THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET ➢O NOT USE THIS DETAIL FOR: 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2. INTERIOR BEARINGS AT ANY LOCATION. ON THE TRUSS. 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE'FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), _8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEi 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 - USE. AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 294 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) lOd BOX (0,128'x3') NAILS AT EACH END [IF EACH VERTICAL, (12' MIN. VERTICAL BLI - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. —VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON. EACH FACE OF TRUSS ATTACHED, WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, LONG MIN BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3-) NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), wwINPmTmT- flA8dS11 I TN1S DRAWING TD ALL CMffWCTDRS'�INCI.=M DC.=TNJ.ERS Trusses require extrene care hf fabricathg, handling, shippingg, lnstolWfg and bracts,g, Refer to and fdtow the latest ed , of BCSI (Bu , Conponent Safety Inforrntlon, by TP[ and SBCA) for safety �� Q� Gem practices prior to perfornhg these r o dons. ,Installers shall provitle tenporarryy bratlUM1p par BCS1. llydess noted otherwise, top chard shall have properly attached structurut sheathing aid button rshall have a properly attached .rigid eemg. Locations aho7farprttlateral retrdnt of webs��Qshall BID,: as face_- BEST 67 to +.rat reRefer have nd pug ion "ec Pen ae epch unless no d oty Plates F truss aM posttlon as shorn above and an th¢ Jo61t D¢tals, wt¢ss rotdd and on th to drawings 16DA-Z for standard plate positions.Alpie, Z AN (SWCOMR?NY a division of ITV Bull, Conponents Grotp jM shad hot 'be responsibte for an d¢vtation F this drawhg, any Fall— to 1.12 the t ass 41 canFo-a— .1 h ANSI/TPI L or for h—alft, shipp", F QiC' Installation L bracing of trusses. A seal an this simvieq or, Grover Pape IlstIng this drawing, Indlcates acceptance of prufesslonal enplheerbg respons6lUty solely fa' the design sh.w -The Wtoulty Add use of this drawing i t 1 ' Q 00� =9 LAW—, Drive far ary strucbre Is the respaudbilty of the BAeka Dgslgner,per ANSIAPI 1 Sec2 For see this notes eM these web sites. i - 1 EOAt, City, MO SA ^ore-Ihfariatloh ,job's general page AlPMD rwtatPlnoltwLonl TPA wretOnstorgl SMV www.sbcVdustryorgl MCI wwwlccsafeorg �yEyryAd fob Yll..�SfN -' I�i11111_ f 1 REF BC FILLER DATE 10/01/14 DR.WG REPBCFIL1014 L r t SCAB 2X4 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, HVERHANG DETAIL 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 tines the overhang length. Attach overhang scab to one face of top: chord with 10d box (0,128"'x3+0 Min) naffs at 8° o.c, plus clusters of four nails where shown in figure below 00. NOTEI #2 is the Minimum Lumber grade allowed for all species, NOTE, Add 210# uplift (max.) to reported truss uplift for wall connections. —WAROn- REAB.AND FMJXW ALL W= ON TMIs BRAVBug siNW RTMT— ftlleiM This BRAV1W To ALL CaGN cmas INCUM w nrE DWAUJM& °' Y I . oe'•r TOTAL TOP CHORD \J �/� +y REF .2X4 SCAB Q.H, DATE 10/Ili/14 Trusses remote extrtne care in fobri=ting, hgndlhg, slipping, instmm�g and brachp. Refer to and foltov the latest etlttion-of BCSI ®,Sang Conponent,Safety InUft,—Von, by TPI and S A) for safety�_ proctices prior to perfornhg these functbns. tnstailsrs Ina provme tenporar Per 17CSL ��• t�\. ('j l��'' LOAD NOT TO =EXCEED 40 PSF DRWG OHSCB2X41014 Unless natea otlur.iee, top cloud shatt Mve property ntt'thed ecru<wrat sr;ea +vna°dn�bnttnn a,nra lateral _ No CDEAD PLUS LIVE) shall 1%W a properly.attached rl�d ce0D5g. Locations shorn for pernonent restraint of reps shall haw bracing hstotled per BCSI sections 03, R7 or B10,,ns npptk_ohlo. Apply µetas to each face of to g and ppoosition as shom above and on tM Joint Octets, unless nntetl othorrise. �!% _ AN tiweompANY Refer to drorings 16CA-2 for standard ptote posltions Atptne, a dMsion of ITV Buldln Cenponents Group Inc sMd not by responsible For wry deNation.fron this drar4p ny fn11— to bJld- the truss In confo-.me with AAMPI 1, or for In , g, sNpping, _ (�, � OF � sQ` .1 �/ �� �; v tbn 6 bs dm of trusses. R seal M tYll^+ draNnp or cover page UstYlg this draWp, inacatas atsoptnnce of prafesslanW ;nghnerhg respohs6lUty suety far the sham. tIu sultnbwty and use of this droeing For any St+v,CbJl`e Fs the responsbRky of the bAsAna DeslpnCr per AHSLTPI I Ser2 jam; iy, - i �® < y1 I1 py4 ®�a� DUR, FAC, 1,15/1,25 % f:A' Fa re sty, mo 63045 e:mtpin poi seBcn: notes :n°alw,wit°.r.�on, tiv�;?ca ::.,e�saeeorg �$yf��'ONA%-.�``'�\ SPACING 24° ALPtiF r'Pi --xba 12 (2) 16d TOE .NAILS I J VARIES OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE. NAILS TYPICAL END JACK (EJ) N.T.S. J TOM 'Nails 4" O.C. staggered TYPICAL CORNER. SET LAYOUT N.T.S. 12 —(4) 16d NAILS 12 VARIES See. Connection:- Detail - VARIES: (4) 16d NAILS 1 See Connection Detail (4) 16d NAILS See Connection .Detail t1-3-12 MAX. SPAN �, 1 1-3-12 MAX: SPAN TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. a _ TYPICAL CORNER SET INSTALLATION O ft� TYPICAL L ADING (P.S.F.) 11LE: SHINGLES; p: 1 v No ? ' MANUEL MARTINEZ, TOP LIVE LOAD: 0 2Q o P.E. TOP DI 15 7 -' FLORIDA REGISTERED ENGINEER BOTTOMm. DEAD AD LOAD: 10 10. TOTAL: I 45 37 STRESS IINC. 1.25 1.25 i LICENSE # PE 47182 WIND DESIGN. Mp'X 160 MPH, PER m STATE OF 141 q ASCE 7 10 MA>i. 24" O.C: 0.�C�4, **WARNING** Read &Fallow all notes on this drawing. Furnish this drawing to all Font actors including the installers. L i I A _► 1