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HomeMy WebLinkAboutTrussI HANGER SCHEDULE -ISS BEARING MONT SCHEDULE. AIL HANtB ME H ' 'OA MR7D .©'1RL171E ."��"Q—�-`Q--QQ���of OB HIISTD -O TF1231Hf L.X..X..x.� �a te-lor El".. ©nw2e IO,IFIT9 r 8'-8' ELEV. lom-2 O aaw-Tz 0'-0' ELM OE mml-2 Q Mae 0•_0• ELEV. - ,- - my mm O s awmu N= T1m OEM cxnm .- • • - T.CLL 20 pal.. TH•IT 40 PAE 't`' Trn1, .' 7 pal Y.COL io . B.CDI:' ... _10 paL mt BDL .B5 aaL ' TOUL 37 paL TOFAL 55 P&E - - DLRATIW FALn 1.25 OUGOW FACMR 1.00 W STAt M :ASCE 7-10 FLOOR TRUSS MAY BE ADAIS1FD • IN mm • N150 mAL Y' FOR PLUMBING F NESSARY • '. ;� • ._ 9RBFLGSpam C MUM APE' HAS FLOOR TRUSS SPACING T-O' UNLESS NOTED -- . ' - ��. `y� APPROVED TRUSS ANCHOR BY BUILDER ; 2)L4'MINIMUM,TOP AND 130TTOM CHORDS _'-• -PLUMB CUT OVERHANG' 12 H �I ter/ 0 . l �� all UNLESS OTHERWISE TYPICAL ' TRUSS END. fD �.' '- - ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. • I� /' •• DO NOT CUT OR',ALTER TRUSSES NTH OUT t`• AUTkRIZATI.ON FROM,TH)S OFFICE - THIS.OFFlCE MUST BE NOTIFIED NITHIN;10 DAYSL.OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING- PIECES.. ' NO BACKCHARGES WLL,�BE HONORED.'•, . r. - - WARNING,, ; ',HE�CIT- ' ; � .. H]]A91DwAL�iRATelq ilacnw A!D/IX HFroUfhNf LTR/JD19 6 R01' DIE ii _ - - •. 80301tt fV DIE 1WS5 oE9wFliN AAIE YA1RfACIUER. W 1Id69 FABRIGroA PFINwS Dazieo mr� ARE amlwTn.ro arx IttaFS9faNN. NRIGE wECAmooD t•. ,• - "' , ' omcnw WeACGc Wow m ALWArs ReuWH1B.ro'IrsWNr THnnrxR Na 'Dnmti1C'DIEeAG ETarnHrA AtID POdNFNr BRAf91c Wm1 YAY nE IEwGEn.' - ' ' • IS2dWFTDATHRS Plrs-eO Fat rHenHm rugdAnw.. (DO )FOR P 6 Socc MA- 1W�E5 SOUL W ' WYRE WSlAUID A EWNOe NO - -ft Ne 9t nRIC 6 AEfl® DRCILT ro roF _)ON 110TTW w1E05' .DRY 9LVL tE louan . R - ? A9 s r�®w Doi- ef9Q4 0A49 SOUL R NA IDlID WD IS.tSwALLE cva eTm1D ETacnw ro 1raE�vTr DAYACE w.tvaSaAL'euar.' .= ... - - N OTE _ - - _ - IT IS,THE' RESPOISIBWTY OF THE.BUILOINC'D®NEAOR ARCHITECT TO PROVIDE AN APPROPRIATE 'GONNECIIN FOR:TRUSSES TO+SUPFORRNG STRUCTURE'PER REACTIONS SHOWN -ON TRUSS - _ - - AND/N'PLUMBBIING (AND TH13RECIAL RCONNECTIONS) IATIONS FOR N MECHANICALPMENT SPACE MUST BE DIAGRAMMED BX BUILDER N APPROVED TRUSS LAYOUT . PRIOR -TO FABWCATIN. ; • _ ,. THS,COMPANY 15-A•TRCW 11ANUFACTURERIMOSE RESPONSIBILITIES ARE LIMITED TO THOSEOESCRIBEO IN-WICA 1-1995:'DESGN RESPONSIBIUTIES'. ACCORDINGLY, IT DISCLAIMS ' ANY RESPONSBIU71ES AND/N'LIABWTY FOR THE CONSTRUCTION DESK; DRAWNGS,,DOCUUENTS INCLUDING THE RLSTALLATIN`AND ,BRACING OF TRUSSES. MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SNATURE WILL 'ACKNOWLEDGE :.1) AUTHORZATIN TO PROCEED WTH FABRICATION. 2) VERIFICATON OF ALL OWENSINS'AND CNOITENS ' INCLUDING WALL'HEIGHM ROOF. PITCH. HEFI. HEIGHT. . OVMHAN6. CEILINGS . EEC_ 3) TRUSSES WILL 'BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS.LAYOUT. . . 4),1 HAVE READ AND UNDERSTAND' ALL NOTES -AND WARNINGS N ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED - ..: TIRE DATE REQUESTED TRUSS SHIPMENT DATE ( ACNAL TRUSS SHIP DATE IS BASED N OUR.CURRENT DELIVERY SCHEDULE ) R E '.. . i • - S p C INDEPENDENCE BLVD ' AND FL 34736 RANEY 352-429-9429 ® COMP_ ONEN_TS 52-429-7429�I TrmmPlDntOlmleve moonente.00nl 31Au i. RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, F134736 oM nents, LLc one: (352)429-9429 • (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS0066A Printed: Thu, Oct 10 2019 moo 1nr0rma110n: Address: FOR Name and License Number., Customer Name., Creekside Lot 65/A DR Horton 9201 Potomac Dr Description: City, State, Zip: 1756-Eastham A Fort Pierce, FL Loading Information: a Roof Loads: Floor Loads: TC Live: TC Dead., BC Live: BC Dead: TC LNe: TC Dead. BC Live: BC Dead: 20 7 0 10 20 7 0 10 r_' Bldg. Code: Wind Std. IMnd 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 ABA 12 81 13 B2 14 B3 15 B4 l: C1 17 C1A 18 C2 19 Nvi 20 MV2 21 EJ66 22 J66 23 J66A 24 EJ56 25 CJ5 26 CJA 27 CJB 28 CJ38 29 CM 30 CJ16 31 CJ1 32 HJ66 33 HJ56 34 HJA 35 HJB FEB 0 4 20N ST. Lucie County, Permitting ,%L# .:- + Digitally signed by ;••�C'E r<o �, Manuel Martinez o. °°$• t1Trt • ` �" a 2019.10.14 * 1 V 1 n e 09:24:16-04'00' i I., •. STATE o11,61 of 4DMSB58285DBD4C3CA41DIED67966E9 nusttm�ottaauaetxvmaia'}s8t� +e sa+.t � � 1 � l �d {ri.th. ai73fi{®n!$adiu� .L# u�cntkavcnsn7a vrwtei�cpmsd�dsnatrrd •tWt a�iMBv�d cIDhd MdMASAA4tt6EMW W Mtata�maay¢dmrmnz CWMI Page 1 of 1 I FROM: JAH 27 / T34 / COMNI Wgt 212.8 Ibs I Truss Label: AA /DR Horton /1756-Eastham A ,DR Horton DRW. . / ... 10/10/2019 f 7'2"15 + 100"4+ 13'8"5 + 20' + 26'3"11 -L 29'11"12 1 32'9"1+ 40 7'2"15 2'9"5 3'8"1 8'3"11 6'3"11 3'8"1 2'9"5 T2"15 c 1112X4 =4X6=3X4 =3X10 =3X4=4X6 1112X4 SEAT PLATE REQ. ` �1 T 71"3 4',Z°13 4, .1.134 3 203' + 28'73 +1 81�r SEAT PLATE REQ. 321013 + 403 11� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udell L/# '. Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.214 0 999 240 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 /- /- 1923 /333 !- Des Ld: 37.00 EXP: C Kzt NA HORZ(TL): 0.152 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Re 1.8 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC'CSI: 0.439 J Big Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.547 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: 0.846 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 A - B 23 0 F - G 1226 -2013 Lumber B - C 1699 -3225 G - H 1468 -2581 Top chord 2z4 SP #1 C - D 1456 -2641 H -1 1456 -2641 Bot chord 2x4 SP #1 D - E 1468 -2581 1-1 1700 -3225 Webs 2x4 SP #3 E - F 1226 -2013 J - K 23 0 Bracing Maximum Bat Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 93SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached B - R 2913 -1434 O - N 2359 -1113 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. R - Q 2910 -1434 N - M 2910 -1438 Q - P 2910 -1434 M - L 2910 -1438 Wind P - 0 2359 -1089 L - J 2913 -1438 Member design based on both MWFRS and C&C.ttittOtijyp Maximum Web Forces Per Ply (Ibs) yR4'au�;,m� Webs Tens.Comp. Webs Tens. Comp. R - C 257 -9 O - G 489 -760 ®�# C - P 382 - 594 G - N 447 -169 .o :x P - E 447 -169 N - I 382 - 594 E - 0 489 -760 I - L 257 -10 F - 0 1151 -630 STATE O . 4001SB5878-SD3DSC3CA4DEDE7968E.BF9, '3 rrmasuro»vsieaana"esayam�na asmu�passr.�iev'tweg PIP—L itc. 44nu;in BSa rimeaz as xW I cat¢, Fin'.e�u9laselttaaQu�s�,taarestet"ct9rscas3ar4 caffe4 atoths@W3 x e tLowx# ceWdw atac Ind - "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling, shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary array bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacher�rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, om oitenrs, uc as applicable. Appijr plates to each fare of truss and position as shown above and on the Joinf Details, unless noted otherwise. {defer to P drawings 160A-Z forstandard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviatio6 from this drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for handling' Shipp -in , installation and bracing of;trusses.A seal on this drawing or cover papa, listing this drawing indicates acceptance of professional engineering responsibility solely, for the design shown. The subility and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. I SEQN: 712362 / T1 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton [.DRW-- Wgt: 238.0 lb s Truss Label: A2 / ... 10/10/2019 7'2"15 + 10'0"4 1 13'8"5 + 18'6" 21'6" + 2fi'3"11 + 29'11"12+ 329"1 40 7'2"15 2'9"5 3'8"1 4'9'11 3' 411 3'8"1 2'9"5 7'2"15 :5X8 =5X8 F G 1112X4 =4X6=3X4 =3X4=3X4=3X4 =3X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 7'1"3 4'10"13 1'4" 3 5'1"3 1'6" 5'1"3 4'10"13 71 3 7'1"3 12' t• I1'4'13 13'4" 3 18'6" 20' 26'7"3 28' I' + 32'1013 40' +1� 21'6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum'Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.20E P 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.388 P 999 180 B 1563 !- A /927 /339 /321 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 M - - K 1563 A A /927 /339 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.150 M - - 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 Brg Width = 8.0 Min Re q = 1.8 Soffit: 2.00 BCDL: 5.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.430 K Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.532 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: 0.766 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 G - H 1343 -2124 Lumber B - C 1756 -3227 H - 1 1530 -2577 Top chord 2x4 SP 91 C - D 1518 -2637 I - J 1518 -2637 Bot chord 2x4 SP #1 D - E 1531 -2577 J - K 1757 -3227 Webs 2x4 SP #3 E - F 1342 -2124 K - L 23 0 F-G 1285 -1911 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2916 -1487 Q - P 1905 - 886 U - T 2912 -1487 P - O 2354 -1180 T-S 2912-1487 O-N 2912 -1511 �it1€99)$yr� S - R 2354 -1156 N - M 2912 -1511 1t� A R - Q 1905 - 866 M - K 2916 -1511 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i9) , U-C 261 -8 Q-G 211 -199 C - S 383 - 603 G - P 570 - 325 S - E 433 -172 P - H 455 - 693 •� ((» E-R 455 -693 H-O 433 -172 « P F - R 570 - 325 F - Q 211 -199 O - J J - M 3B3 - 603 261 - 9 4D6£'5H58283D3D 9C X A4'DE DE 796B EDF9 TfiRH6II45RA4F&ffi4 tHtS�if35'�'L'�Mfl �t49 6S5@it 0�ffd3S�3Ad1eTRCt,. M t� 033f83f�i IHQ dL2ttktlkY.a69Yf www�x 5NH3 az&4�9SSs'XEHIgC4.`0. Y$Y1'3'dLi¢iC9 i3f tti7tftt4E4tfQ SdOflGt�a3i�&YtlCtt�d5t4e,�d ts1�� and Stffi £a ai ay.-larni'ottmf 6cao must be «oit� m my 4➢a7�ff�i2 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rm�y bracingTer 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 810, nnr ouenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, listingthis drawing indicates acceptance of rofessiona engineering responsibility solely for the design shown. The suitability and se of this gnawing for any structure is the responsibiltty of the 9uilding Designer per ANSUTPI 7 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: v .alpineitwxom; TPI: www.tpinst.org; SBCA: www.sbcindustry.eom; ICC: www.Iwsafexrg SEQN: 704739 / T28 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 247.8 Ibs Truss Label: A3 / ... 10/10/2019 7'2"15 + 10'0"4+ 13'8"5 + 16'6"+ 20' + 23'6" + 26'3"11I 29'11'12+ 32'9"1 I 40' i r T2"15 29"5 3'8"1 2'9"11 3'6" 3'6" 2'9'11 3'8"1 2'9"5 7'2"15, e5X8 1113X4 =5X6 F G H 1113X4 SEAT PLATE REQ. 7'1"3 L41013 7'1"3 12' =_ X6=3X4 =3X4 =3X8 =3X4 =3X4=4X6 40' 1413 3'6" 3'6" 3'1"3 13'4"L3 31„3 J 20' 23'6" 26'7"3 '-14„73 s � 1113X4 i SEAT PLATE REQ. 4'10"13 7-1"3 1� 32'10"13 40' y 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 Well U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.210 G 999 240 Loc R+ ! R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.391 G 999 180 B 1563 /- /- /929 /346 /29Q 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 Code / Misc Criteria Creep Factor: 2.0 B B Width = 8.0 Min Re rg q = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 L Big Width = 8.0 Min Req = 1.8 Load ^oration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.542 Bearings B & L are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.590 Bearings B & L 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 A - B 23 0 G - H 1433 -2147 Lumber B - C 1804 -3230 H - 1 1492 -2294 C - D 1569 -2632 1- J 1581 -2572 Top chord 2x4 SP #1 D - E 1581 -2572 J - K 1569 -2632 Bot chord 2x4 SP #1 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 0 - N 2915 -1564 ��gttttll!lttttrl S - R 2076 -100B N - L 2919 -1564 Maximum Web Forces Per Ply (Ibs) w`1' ,• o jo, No 047182 k Webs Tens.Comp. Webs Tens. Comp. : % V-C 266 -8 R-H 239 -166 C - T 388 -614 H - Q 593 -383 }T-E WA 402 -172 Q-1 42B -609 E - S 428 - 609 I - P 402 -172 s.y F - S 593 - 383 P - K 389 - 614 F - R G - R 239 -166 189 - 202 K - N 266 -10 40015BS8285D3D*9CMA4DEDE7950EOF9 rrmsrmwxmamsN�ltacxcxrrr.�,raaaam aaatta nYuareralnemtae{, Pt �€L i&. Hr,nrma �. dziacd�a�xDava us��a Ss1Jc1 as�mtEcscrda r��a�tedeoppisznl ttssEcc�xseniavarMuu�s?4rsanSs�Cceaffie m.da3 s A:�A avUt(6i9t5mvL�o n9us3Ea sa(tYx$ ac mrt8atr cffi®E 3'. "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 satPety practices prior to performing these functions. Installers shall provide temporary rrney bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral'restraint of webs shall have bracing installed per BCSI sections B3, B7 eerier nm ananrs. uc as applicable, Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. eerier to P drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page d listing this drawing indicates acceptance of pro ssionalt engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the 9uilding Designer per ANSUTPI 1 Sec.2. u SEQN: 704744 / T12 / HIPS Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 232.4lbs Truss Label: A4 / ... 10/1012019 i 7'2"15 8'2'i2 13'8"5 �14�" 20' 25'6" �6' "11 31'10"142'9"1 40' i r 7'2"15 �11' 5'6"4 9�-1 5'6' + 5'6" " 1 5'7"3 T10''t3' 7'2"15 =5X8 1113X4 =5X8 G r- u 1113X4 =4X6=3X463X4 =3XB=3X4=3X4=4X6 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 1' 7'13 4'10"13 1'4" �3 1 5161. 5'6" �1'1"� 4'10"13 7'1"3 1' 7'1"3 + 12' '13 11 20 + 256 26'-44„ 3 32'10"13 40' 14R1' 4'6" • 26' Loading Criteria (pso 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): 0.221 G 999 240 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.412 G 999 180 B 1563 /- A /926 /396 /258 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.081 N - - L 1563 A A /926 /396 A 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 9 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 L Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 P, sf MWFRS Parallel Dist: h to 2h TPI Sid: 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 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 G - H 1607 -2457 Lumber B - C 1847 -3230 H - I 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 E - F 1661 -2483 K - L 1846 - 3230 Webs 2x4 SP #3 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 226B -1179 V - U 2915 -1561 Q - P 2348 -1248 U - T 2915 -1581 P - O 2915 -1605 1f�pi1 T - S 2348 -1223 O - N 2915 -1605 r4 _. a s s ,. A. S - R 2268 -1154 N - L 2919 -1605 4 $' (r JV �� " Maximum Web Forces Per Ply (Ibs) ag Webs Tens.Comp. Webs Tens. Comp. C 047182 • o V-C: 266 -9 R-H 286 -199 „ C-T 391 -615 H-Q 608 -479 + T - E 346 -157 Q - 1 463 - 539 "* TAT � , 40 E - S F-S 463 - 539 608 -478 1- P P-K 346 390 -157 -615 n:* A� F - R 286 -199 K - N 266 -11 «•a ,+� c G - R 268 - 311 SEW&# 40015B 5628 SD 3M 3i A4DE DE 7968 ED F9 rrx %�mx nxs uaxs suaa�ae� �,rna are se'•acen aV aamruai raanwas; Pitt. tk, aaia27}tas t'ae �a>saDsa»u4avn uasgz uWi �tAtntsax�»t®3a. YYYIYS4i�iIILOrtY#. tf4CG^EtYddYYA01C0A5}.'�dYtit� �iQ f@3f:4 Yid 4ta6 i�J SJut34lAildtltllCg30 �uSt�i 4Y(IiiG� Oh lt�Ylf#ICCAS LGDi23. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rnrc� bracing per BCSI. Unless noted oiherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, pjry 011CI1rs. u[ as applicable. Apply plates to each face of truss and position as shown above and on the Joint 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 ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 Sec.2. v.........., .-r.......,.,.,- ...,., ­- .­ - -__­ --'-- ---- --A .h---...-h ".. Al onac........ "-m. Toh .."."., ­nm• iQ—A- u".nu chrindueln. rnm• IR6 .wiu. rnmfe nm W SEQN: 704748 / T26 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton/1756-Eastham A ,DR Horton DRW: Wgt: 197.4 Ibs Truss Label: A5 .. / ... 10/10/2019 7'2"15 20' 2TV 329"1 4). r 7'215 ' 5'3"1 7'6'" I' TU. { 5'3"1 72"15 =5X8 1112X4 =5X8 D E F II SEAT PLATE REQ. 77'11"33 410"13 12 , 40' 6" TV 76 6262'0, 27'6" y SEAT PLATE REQ. 4''0"113 71"3 1. 31 2103 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 f727 1227 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.082 J - - H 1563 /- /- /919 f727 /- Des EXP: C Kzt: NA HORZ TL 0.152 J - - ( ) Wind reactions based on MWFRS .00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Bing Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.515 H Brg Width = 8.0 Min Reg = 1.8 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CC!: 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 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 E - F 1845 -2884 Lumber B - C 1878 -3210 F - G 1682 -2717 C - D 1682 - 2717 G - H 1878 - 3210 Top chord 2x4 SP #1 D - E 1845 -2884 H - 1 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2B98 -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 2698 -1633 Maximum Web Forces Per Ply (Ibs) IV X All Webs Tens.Comp. Webs Tens. Comp. �� ` cg+ P - C 229 -10 M - F 522 - 334 e m s C- N 354 - 504 F- L 439 -182 :.' 047 D - N 439 -182 L - G 354 - 504 . D - M 522 - 334 G - J 229 -11 E - M 355 - 443 s $TATS. QF �4OMS55828:50MC X A4DE DE79$9'ED F9 'i6s48 itffi9?95i.3SC58@A4ffi tE fay. 3 91Md9{aZdk:e:i4M .. FA}§'�. t2a,6'SfT3)¢rs xt&9aY94aSXz+3:,R£ 3tbiffi4SWk5Gf tid5@F�BtS&S�"a 4D�K1:-dt4£.�G1CII6�3$ SlifSd #tlt @9'4a:.F.$UGRC4U:QrnLsiSN PFftlklk tte �'0$IItt **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rurey bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpedy attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, vm vrrenrs. uc as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted othervvise, kefer to N drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of profession, engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.mm; TPI: www.t inst.o ; SBCA: www.sbcindust .wm; IM vmw.iccsafe.org y SEQN: 704755 / T2 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 219.8 Ibs Truss Label: A6 T l� 7'215 7'2"15 33"1 =5X8 19 D 17'0"5 + 20+ 22'I 11- 6'6"5 2'11'"11 211"11 =3X4 =5X6 =3X4 E F G DRW: / ... 10/10/2019 6'6"5 371 7'2"15 =5X8 H T A2)1 1112X4=3X4=4X6 =3X4 =3X8 =3Y.4 =4X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 7'1"3 3'4"13 4'8"13 3,3"3 3'3"3 4'8"13 �1,6" 7,1"3 1� 7'1"3 10'6" + + r 1,6„ 16'8"13 20' 23'3"3 28' 29'6 r 3'4"13 40' 3 t. 12� 32-10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PPDeflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160'mph Pf: NA Ce: NA VERT(LL): 0.287 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.535 F 891 180 B 1563 A A /907 f728 1196 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.086 L - - J 1563 /- A /907 1728 /- 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: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.542 J Br Width = B.0 g Min Re 1.8 q = Load Duration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.549 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.549 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 VIEWVer: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 D - E 2070 -3285 I - J 1907 -3202 Bot chord 2x4 SP #1 E - F 2092 -3333 J - K 23 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per rly (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp.. Chords •Tens. Comp. B - T 2888 -1633 P - O 3309 -1833 T - S 2886 -1633 O - N 2615 -1446 S - R 2615 -1422 N - M 2615 -1446 R - Q 2615 -1422 M - L 2886 -1657 Q - P 3309 -1829 L-J 2888 -1657 �8flf MAP ' " 41vA., !4 Maximum Web Forces Per Ply (Ibs) AV 41� Webs Tens.Comp. Webs Tens. Comp. No .047 ' T-C 190 -14 P-G 104 -71 C - S 286 - 367 G - 0 292 - 365 ,� D - S 376 - 200 O - H 821 - 504 D - Q 821 - 504 H - M 376 - 200 STATE oe. Q - E 292 - 365 M -1 285 - 367 *,* E-P 104 -71 I-L 190 -15 r 4k 4 F - P 22 - 37 430153 59295D3D 9C 3C A4DE DE 796B'EO F9 rnasErmenwaxaaers¢acrssffiwcx�S'+�r� arm �eay�rvrmaratmsee¢L; weti�-am, �axsszlus r�4s.»�n,an�x Y41AiPodCTSC:4. G§�i'YdG£Q`i9"<Citt"s:�%6'8C4N �'ffi&�@fIDtl,) ii�eAa�' 4ffia±f Y�:4.� n9dEam ka.A<A s;a#:sraaat3cfs6s.�z taust�a s�a3fs•� ona�dr�x cG3 b3. **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) toy safety practices prior to performing these functions. Installers shall provide temporary rnrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properfy attache. ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 53, B7 or 1 10, oin onenra, uc as applicable. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. {Refer to t' 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/gfP1 1, or for handling shippingg, 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 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.o ; SBCA: www.sbcindust xom; ICC: wwwJecsafe.o SEQN: 704764 / T33 / HIPS Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 219.8 Ibs Truss Label: A6A T 12 5 p m ao 'v 1-3X6(A1) 8 3i A SEAT PLATE REQ. 7'1"3 DRW: / ... 10/10/2019 40"5 29 7'215 T"5 210' 2117i 26 3"1 7'2"15 —5X8 =5X6 =5X8 D E F G H T Jm3X6(A1) 40' 3'4"13 4'8"13 3'3"3 TY 4'8"13 1'6" 7-1"3 +1� 10'6 i 16 �+ 20' + 23'3"3 + 28- +29' 3 4 13 r 40' f 12� 321' i 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): 0.113 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 A /- /726 1545 /196 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.031 O - - U* 196 A /0 /109 /91 A Des EXP: C Kzt: NA HORZ(TL): 0.057 O - J /-159 CLLd: 10.00 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 BldgCode: FBC 2017 RES Max TC CSI: 0.519 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.467 Min Req = - U Brg Width = re a rigid surface. Bearings B & M are 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 -1 145 -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 B - T 1982 -1106 P - O 1269 -619 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. T - S 1979 -1106 O - N 186 - 79 Plating Notes S - R 1680 -878 N - M 186 -79 All plates are 3X4 except as rioted. ## R - Q 1680 - 878 M - L 859 -1306 Q - P 1796 - 928 L - J 448 - 683 Winds , *� Member design based on both MWFRS and C&C.'� '" + Maximum Web Forces Per Ply (Ibs) _. ` Webs Tens.Comp. Webs Tens. Comp. T - C 205 -14 P - G 508 - 282 . C - S 308 - 406 G - O 51 B - 756 .. D - S 386 - 208 O - H 1564 - 937 STATE. OF D-Q 170 -120 H-M 713 -1194 40 0, Q - E 200 - 58 E P M - 1 778 - 338 L - 275 -448 I - 656 -1063 F-P 20 -35 �4001585828 9D3D 9C3t "DE DE796B ED F9 ... rrszeiar!smasrnxnewtiu�a�gm�;m�n aam caueasj: s�rasiuuxsaae� PL {R» tk:: dA9&82'f¢sf tt*d�•akrn�•teIc ceasya 3b?R1 9kS�4tt�44�e�iQ P[},'t.CdiigNT S3E SisS44W'4CSia4 df@e'1 CSYttY�nsiL'Amdm r➢SCd nod b-4S W% ' &2krcda—A§saMAW rsvatvyc3ssAry Z mwk **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 r7 SBCA) or safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeil attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, nix Covent:-, uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. eefer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of rofession i engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's cieneml notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t into • SBCA: www.sbdndust .tom; ICC: www.iccsafe.org Y 1 SEQN: 704768 / T3 / COMN Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 210.0 Ibs Truss Label: A7 / ... 10/10/2019 1'6" 10' 182"9 '} 3616F5A 4 105 106772"15 2'91 6'8"9 313 37111 34 0 4'7"12 12 =5X6DZe6X10(SRS) 1112X4 =4X6 =3X4 T 5 E—,- - P E F G H =581 I io -v 13� 1112X4 =_ XB 1!12X4 J02X4 f9 0 0 K-4L6(A2) P 0 N M 1 =3X8 =4X4 =4X6 =-3X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' 7'1"3 2'10"13, "4 6'2"9 6'8"9 3'0"13 T?6 8'6" 1� r1'+ + 7'1"3 10, 1'7"1 18'2"9 24'11"3 Z8' 31'6" 40' 11'7" 2 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 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 /- A /890 f726 /188 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.095 M - - K 1563 A A /889 7729 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.177 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 2.0 p B Brg Width = 8.0 Min Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf c Bldg Code: FBC 2017 RES Max TC CSI: 0. K g Width = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: ,. 0 psf MWFRS Parallel Dist: h/2 to n TPI Sid: 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)110(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 - I 2444 -3916 C - D 1870 - 2893 I - J 1887 - 3059 Top chord 2x4 SP #1 D - E 18B6 -2878 J - K 2013 -3263 Bot chord 2x4 SP 91 E - F 2593 -4156 K - L 23 0 Webs 2x4 SP 93 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 ���tt13t0y$ R - Q 3404 -1942 M - K 2961 -1776 p ,$ Q - P 3404 -1942 ��� ' Add,. r'•4�+ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o 71021 �. T - C 220 -16 F - P 305 - 375 C - S 290 - 375 P - H 230 -138 4 D-S 2129 -1376 H-0 371 -483 ffi W Z S- E 1282 -1986 0-1 1 Z73 - 779 E-R 211 -2 E-P 852 -508 1-M 332 -89 M-J 212 -182 4001535828 5D3D 4C 3C A4DE DE 796E EO F9 rxuY�msgscmamvexsur�vfw;{ .S,vsa asa xra�zttiy rasmwrsvnnaa, Pc $A-�, essia3S�s t5a eraxctcans�r reasga sNR,i au44cstt�a�,cmtm�m q7k�,mttrq�soitt�duraccraavmstcsr s�sra44sr,b �kG %.�rt9.S L2LiChUlt'satlWt<�SQ C.YLtrtA 4'EiNCd Oh tApY1W.(tliiC -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted oYherwise,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 p10, 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 onrporrerrts, ur. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professtona engineering responsibility solely for the design shown. The suitabdlty and use of this grawing for any structure is the responsibility of the building Designer per ANSUTPI 7 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom• TPI: www.t inst.or • SBCA: www.sbcindusl .com• IM www.iocsafe.org 0 SEQN: 704775 / T24 / HIPS Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 207.2 Ibs Truss Label: A7A / ... 10/10/2019 j9'9'� 14'11"12 20' 20;6" 25'0"4 + 30'2"4 31'fi� 40' 1'3" 2 5'2" 5'0"4 6 4'6"4 5'2" 8'6" 12 =5X8=4X6 =4X4 1113X4 =4X4 =4X6=5X8 C D E FG=ova H I J 11 N f_7 3L6(A1) I U T S R= ^ Q P 0— V M 1 1113X4=4X6 =3X6 =5XB =4X6=4X61113X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 30'4" 9'8" 6 F1' 8'7"12 10" 4'5"12 6" 5'3"12 5'3"12 8" 4'5"12 10" 8'7"12 1 8'7"12 6 4 14' 4' "4 20' 25'3"12 2 ' 30'5"12 1' "4 40' t Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.114 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 A A 1660 /517 /164 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 P - - V 2002 A A /978 /902 /- XP: C Kzt: NA E Des Ld: 37.00 HORZ(TL): 0.053 P - - K 276 /-240 /- /187 /176 /- Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf Sof it: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.804 B Br Width = 8.0 g Min Re 1.5 q = Loeu Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.618 V Brg Width = 8.0 K Brg Width 8.0 Min Req = .4 Min Req 1.5 Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.745 Bearings B, V. & K are a rigid surface. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(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 chord 2x4 SP #1 B - C 1210 -1965 H - I 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 -2409 MAX. from a non -wind Chords Tens.Comp. Chords Tens. Comp. load case requires uplift connection. See f aximum B - U 1740 -971 Q - P 614 -304 Reactions. U - T 1750 -974 P - O 588 -975 •�6 S - R 1783 -968 N - M 643 -905 � �a* W41, R - Q 1939 -1061 M - K 549 - 915 No 0471 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. * o C-U 378 -76 Q-H 1158 -652 ** * 3 " C - T 172 -221 H - P fill -963 T - D 202 -171 P -1 1779 -1017 -1126 -11312 ��»**** O.A.1% R - E 192 N J 492 -859 M J 438 40, F - Q 206 -269 - -165 P44L 4: 400138 5828 5D3D3C 3C A4 DE DE 745B ED F4- r€msaem�ss�tna vgrimasm s+ut�cgfkzrssxaracstiac{ H PL Ur. "nWf"At Vabm lbfta aVW1 au4h"WQUM%do Wtt topV10 th.daueauagvttsl=t6mf sWmd,rdzukd ..d M VAAtasYtitM1i @Tl0lQ RU6t@t tYxRW m&W a* mL— arks. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of Component Safety Information, byy TPI SBCA) y to these functions. Installers BCSI (Building temporarryy and safety practices prior performing shall provide bracing BCSI. Unless noted oiherwise,top chord shall have attached structural sheathing and bottom chord shall have a ait per properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections propperly 83, B7 or 1 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise, fZefer to om oircnt,-, Ur. P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or listing this drawingg indicates acceptance of professions engineeringg responsibility solely for the design shown. for Is Designer cover page, . The suitability and use of this drawing any structure the responsibility of the 9uilding per ANSI/TPI 1 Sec.2. — _,,.- ,,..,......,.,,.., - ...:- ,—,- --. .,.. -- --a .�---...e -:. -— ... ....... —1-- -.._. r... ....... . .........—........ —. SEQN: 704785 / T4 / SPEC Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 235.9 Ibs Truss Label: AS / ... 10/10/2019 20'2"9 11 IN _1 30"5 40' 203 61314 12 D-5X6 T5 p =6 E10 III F 4 TC3 G B TC4 N6X18(R) T �3X4C TP FD (a) (a) rn o —4XAA7) B 1 1=4 �6(A7) 1� R Q P 0 N M L K =5X10=6X61112X4 =3X8 =3X8=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 40' I' 6'10"5 -1 69"1 1'0'S 5'7"12 + 644 +1 10' 12' 202"9 26'11"11 28 33'7"12 40' 1344 di 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): 0.463 F 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.862 F 552 1B0 R 1563 A A /871 7726 /188 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL):.0.105 D - - 1 1563 A /- /871 7729 A Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.194 D - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Width R rg = 8.0 Min Req = 1.8 Load 2.n: TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.462 1 Brg Width = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 M ax BC CSI: 0.638 Bearings R & I are a rigid surface. Bearings R & I require'R seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Fac: Yes Max Web CSI: 0.948 Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 A- B 23 0 F - G 3586 -5745 Lumber B - C 2138 -3322 G - H 3129 -5020 C - D 1939 - 3001 H - I 2098 - 3406 Top chord 2x4 SP #1 :TC3, TC4 2x6 SP #1: D - E 1955 -2993 I - J 23 0 Bot chord 2x6 SP #1 E - F 3587 -5746 Webs 2x4 SP #3 Bracing Maximum Bot 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" B - Q 3031 -1838 N - M 5092 -2990 reinforcement. 80% length of web member. Attached Q - P 5011 -3013 M - L 3094 -1832 with 8d Box or Gun (0.113"x2.5",min.)na!Is @ 6" oc. P - 0 5011 - 3013 L - K 3094 -1832 Wind O - N 5009 - 3013 K - I 3103 -1834 Member design based on both MWFRS and C&C. rgtfly# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �s ' �i C - Q 317 - 337 F - N 327 - 407 NO 04702 a-' _ D - Q 2052 -1259 N - G 704 -448 o Q- E 1B71 -2858 G- M 478 -652 O - E 113 -1 M - H 2O73 -1259 * E-N 791 -488 H-K 282 -39 s 40015B 58295NDS 3C A4DEDE 7966B'EA F9 'n mmaeosxaeniratesc,;e. p+ as sasmr Y3aamsaraaaftwaa PC.}?., tAs19k § 8HI thx Eata 4vn �Gffi988 gi fi'AAi 34'A�fiPoi�'Y33att4 4.4 rtii°.edtr9?a:zrd#i9ccaeauxsuu�s4emsi:;�ss# usn¢asnA sma3zd mm ffa+A+.im£S urxYisnsrrlcst sword myaimeits &wdm. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rm� bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, mn on�nts. Ur. as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, 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 handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of pro 1 sionall engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the �uilding Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.mm' TPI: www.t inst.ar ; SBCA: www.sbcindusl xom; [CC: wwwJccsafe.org SEQN: 704793 / T15 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 254.8 Ibs Truss Label: A8A DRW: ! ... 10/10/2019 L 6'6" 9'10'A _i_ 14'11"12 i_ 20' 25'0"4 30'1'12 33'6" 40' r 6'6" �- 3 4„4 r 61 B 5 0"4 �- 5,0"4 -f- 51 "6 �- 3 4"4 �- 6 6° { 12 a6X8 =BX8 1113X4 =6X8 =6X8 =6X6 1113X4 =7X8 =6X8 =8X12 =6X8 =7X8 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 30'4" 9'8" 5'8"4 3'2" 51"6 4 5'4"4 5'1"8 3'2" 8' 6'4"4 9'6'4 14'7"12 20' 25'4"4 30'5l2 33'7l2 394" k 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): 0.253 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 A A /- /881 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 C - - T 4628 A /- /- /2101 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.095 C - - () J - /-549 A /228 A A NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0' Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.828 S Brg Width = 8.0 Min Req = 1.9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.675 T Brg Width = 8.0 J Brg Width = 8.0 Min Req = .5 Min Req = .5 1 Spacing: 24.0 " C&C Dist a: 4.00 ft 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 S, T, & J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 23 F - 1-3597 Top chord 2x6 SP #1 :TC1 2x4 SP #1: B - C 1936 -4220 20 G - H 219 19 -508 Bot chord 2x6 SP #1 Webs 2x4 SP 93 :W4 2x4 SP #1:' C - D 2151 -4742 H -1 3868 -1759 D - E 2245 -4970 1-1 2232 -1043 Loading E - F 1633 -3597 J - K 23 -17 #1 hip suppoits 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 3i,26 -1743 N - M 1597 -3555 tt1f Q - P 4806 -2197 M - L 936 -2048 Negative reaction(s) of -549# MAX. from anon -wind 1 A . �� P - O 4956 -2261 L - J 929 -2019 load case requires uplift connection. See Maximum Reactions. i +•s*a#�***, ' Maximum Web Forces Per Ply (Ibs) *#va w Webs Tens.Comp. Webs Tens. Comp. t R-C 491 -119 O-G 3222 -1450 C - Q 1211 - 538 G - N 1111 - 2009 � w Q - D 426 - 595 N - H 4601 - 2057 el -: D - P 185 - 55 H - M 1433 - 2781 i P-E 146 0 M-1 1088 -2410 R ** E - O 707 -1529 I - L 522 -141 F -0 445 - 553 40415B 5929 51)all9C X A4DE DE 2945 W P9: rmsmsmeescunnauassstaeargt�ncs�nsaasaaeVsmarurs sunxae{, P[ {3i: Ei» 847291} en ':Ek�a �tipe se.�sg a SNRoi ffiViiCfitiLStiC�C. ffi�C.C�k"i Sf tdN54KKu4FiiiS S.rg 6Cli GCnt�#t3.18�f64' � 6'sSi�.$ at�tuxicwcsattancr�la erxextre aallazSr�r �73dcama4: Mi., **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) f9or safety practices prior to performing these functions. Installers shall provide temporary miry bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperty attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, om ouenrs. 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 standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,aiiy 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 ANSI1TPI 1 Sec.2. For more information see this job's enem] notes page and these web sites: ALPINE: www.al ineitw.mm' TPI: www.t inst.or ' SBCA: www.sbcindust .wm' [CC: www.iccsafe.org a SEQN: 704795 / T22 / COMN Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 3 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 92.4 Ibs Truss Label: B1 .. / ... 10/10/2019 5'510 10' 14'6'6 20' t- 5'5"10 + 4'6"6 + 4'6"6 + 5151,10 D=4X4 1113X4 =5X6 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 20' 5'314 1' + 4'B"2 + 4'B"2 + + 5'3"14 5'314 10, 14'B"2 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.048 H 999 240 Loc R+ / R- ! Rh ! Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.089 H 999 180 B 813 A /- /465 /378 /159 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 G - - F 750 A /- /404 /340 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.035 G - - B n Bfeactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Mise Criteria Creep Factor: 2.0 g 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: 0.230 F Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.269 Bearings B & F are rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft. Rep Fac: Yes Max Web CSI: 0.235 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 D - E 640 -1017 Lumber B - C 800 -1444 E - F 831 -1456 C - D 624 -1016 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. B - I 1208 -678 H - G 1298 -684 I - H 1284 -678 G - F 1300 -685 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. tt yX I- C 194 -5 H - E 309 -452 i C - H 301 -439 E - G 196 -13 D - H 497 -275 �40015858285DBD 9C X A4DE DE 7959-ED F4 . . mtrxxeenrusmeecxsxcseat¢esjc�esarmmruaneyrrx arxwxn¢a, eegn.t�. �a�i�pess dre usreara n as!sxa xs3Dtrsfia'sticmt�ds: iRbHIaasb�tes ast€a�°tscxa�t4 �� iwa4:asssp 6 asd rfmuA t•:r�:stcce�auo-nc�ae�:sea. �r3i a� uvya�tru3a. scpius. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) r asfety 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 progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, om �onent, u as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to / 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 handlingWhippinq, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of pro ssiona1 engmeering responsibility solely for the design shown. The suitablllty, and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.o ; SBCA: www.sbeindusl .com; ICC: www.iccsafe.or SEQN: 704800 / T7 / HIPS Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 100.8 Ibs Truss Label: B2 5'5"10 9'6" 10'6'� 14'6"6 5'5"10 46 1' 4'0"6 '0" =4X4 103X4 =3X4=3X4 1113X4 SEAT PLATE REQ. DRW: / ... 10/10/2019 20' 5,F En ao 'v ,1) SEAT PLATE REQ. L71 ,I 20' 4 5'314 4'2"2 6" i 4'2"2 i + 14 5'314 9'6" 10' 14'8"2 20' 14064. 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): 0.047 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 /- A /468 /377 /165 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 1 - - G 811 A A /468 /377 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ 0.034 I - ( )TL� Wind reactions based on MWFRS WiB NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.199 G Brg Width q = dth = 8.0 Min Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.256 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: Yes Max Web CSI: 0.192 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 9.00 it 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 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 91 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. s g. M-C 190 -17 E-J 255 -157 C L 296 J F 295 - #+�e�r — .w No, v" � � - -416 - -416 D - L 255 -157 F -1 190 -18 400155582951) CKA4➢EDE796SEUF9 rrsnsuasneansxs€n arasv�us�p�,r¢e � ttrsaaegq s,�ar aaaasanassa, �%�-� ewgxa�teEsctssma,r�srat w�*sa#xs�susc '>k�cz'4t3es a34asamssA1�^m�c4tznaCsa�,4 cuz�d mvll� 5#R+3 kAP.mu"msVfa9 rsxc3Es vsEif'� as mq°Ciatfgr:L^ cs�Ge,. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporary �mey 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 bracingg installed per BCSI sections B3, B7 or 810, orn anenn uc as applicable. Apply pplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. itefer to l' drawings 160A-Z for siandard 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. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindus xom• IM wwmicesafe.cig SEQN: 704802 / T11 / HIPS Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 86.8 Ibs Truss Label: B3 .. /• ... 10/10/2019 7'6" 10, 12'6" 20' 7'6" 1 2'6" 1 2'6" '� 7'6" 'll 1113X4 C=6X6 D =6X6 E T 12 5 p rn in • I =3X4(A1) B F=_/_13X4( 1 y� A J I H dL 1113X4 =5X8 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 20' 1 77'12 F 2'4"4 1 2'4"4 77"12 77'12 10, 12'4"4 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) DefI1CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft 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 /- A /472 /378 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.030 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria CreepFactor: 2.0 B Brg Width = 8.0 Min Re = 1.5 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.432 F Brg Width = 0.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 b h TPI Std: 2014 Max BC CSI: 0.431 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.111 Loc. from endwall: not in 4.50 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 D - E 772 -1117 Lumber B - C 800 -1318 E - F 800 -1318 Top chord 2x4 SP #1 C - D 772 -1117 F - G 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. B - J 1153 - 606 I - H 1161 - 632 J -1 1161 -608 H - F 1153 -630 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 1B�yp C -J 292 -40 I- E 126 -143 1 168 --4H - E 292 -39 D - 4 No 047io?, ° STATE 40015B 5828 0309C 3C WE DE'796B EO F9: :inns ems_ sr xo ."* �x .aiy sixreanms�s, PtVL LP— 9873SJ14i9 dtdA+B6 2bwl sRz 4?i i "M14 €,puz it> secswecsit ^aaac2c assS °.M•C sr3 4sm3 6 .a64"&—.asowSzncr.�ttariarsta rnaczla rc It s"y . ceVias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary arrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, orn orrerrr.. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to n drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingWhippina, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.t inst.e ; SBCA: www.sbcindust .com; [CC: www.icesafe.org SEQN: 704833 / T5 / HIPS Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 89.6 Ibs Truss Label: B4 5'6" 5'6" 10, 4'6" 1113X4 14'6" 4'6" DRW: - . / ... 10/10/2019 20' 5'6"� ti 1113X4 =5X6 1113X4 SEAT PLATE REQ. SEAT PLATE REQ. 20' 1 + 57'12 + 4'4"4 + 4'4"4 + 57'12 r 1' 5712 10, 14'4"4 20' Y Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf iri PSF) Def fCSI 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): 0.126 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 /- /- A /622 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - F 1328 /- A /- /622 A Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.068 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 pat 'Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.6 Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.351 F Br Width = 8.0 Min Re 1.6 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.500 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.255 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, VIEW Ver: 18.02.01A.0205.20 A - B 23 -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 2440 -1102 I - H 2464 -1104 #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 -I 374 -460 H-E 376 -41 I-E 669 -319 400158 S8285D30�9C 3C A4DE DE 796S ED F9 rnrsrn�asasmeens c.,xysaaeaytaarssaat�e:.; ra p�.as, easaazy�say.� �mcstwab�xe ax'�rx x�,wi x3GeatAatiur,sc�. r�¢tc'v�s elttss�ae.�ecx�z.�a�atcr�,�ut€a�,6 d a-.d tt3re.5?+.k3- �aw,�a mmst7n wrticti aaangx6cst ost+i�. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shallprovide temporary rurey 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 810, onr Oltenia'. uc as applicable: Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to V drawings 160A-Z for standard plate positions. Alpine, a division of 14 W 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 pro-fessronal engineering responsibility solely for the design shown. The suitability . and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.ai ineitwxam; TPI: www.t inst.o ; SBCA: www.sbcindust .com; [CC: www.icesafe.org 1 I FROM: Tp 095 / T25 / COMN Ply 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 49.0 Ibs Truss Label: C1 / ... 10/10/2019 6'8" 13'4" 6'8" 6'8" C=4X4 T 12 5 p co 2X4(A1) B D=2X4(A 4 A F 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 6'8" 6'8" 1 -I- s 6,8n 13'4" 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 •ioc 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 /- A /332 1261 /124 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 F 999 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 F - - D 561 /- /- /332 /261 A 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 TCDL: 4.2 psf Cree Factor: 2.0 p B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.350 D Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.382 Bearings B & D are a rigid surface. Bearings B & D regVire 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): VIEW Ver: 17.02.02.1208.15 A- B 23 0 C - D 490 -773 Wind Duration: 1.60 WAVE B- C 490 -773 D- E 23 0 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. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 662 - 327 F - D 662 - 327 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 291 - 35 4OD155 5829 5D3D9C 3C AIDE DE 2965 ED F9 i+mseaxn"asmamcraa;.mmrae�t�#'+=s m•n sxsa"cWrareumx.�srwr, as3rsits�azteafccia v��dupsns W tTas�oc�resry Saaroctem•:^sxeds:�x�m4 enrkd sset2•aAstn-s �ha�anrn�aie ec+ctha wrf�iizd ataape�es�ttr3z maps. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) ror safety practices prior to performing these functions. Installers shall provide temporarryy nney bracing per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or ti10, nm oirents. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwise. defer to p drawings 16DA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this 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 responslbtlrty solely forthe design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Fnr mono inrnrmalinn caw lhic inh'_c nannml nntac nano and fhnca wah sitncAI PINFwww alninaifw rnm• TPI• wunu Ininct nrnRRf:Awewi chrtinrliictry rnm• If:f:• www irrcara nm FROM: JAH 08 / T20 / COMNI Qtyt 3 Ibs I Truss Label: A / R Horton /1756-Eastham A ,DR Horton DRW:/ 10/10/2019 I 6'8" 6'8" B=4X4 13'4" 68" ®1 SEAT PLATE REQ. 6'8" 6'8" III'LA4 13'4" 6'8" 13'4" y. SEAT PLATE REQ. 1 i Loading Criteria (pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 E 999 240 Loc .R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 E 999 180 A 498 A /- /270 /224 /112 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 E - - C 564 /- A /331 /263 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.012E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.317 C 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 �C CSI: 0.336 Bearings A & C are a rigid surface. Bearings A & C require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.111 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) MfgSpecified 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 526 -782 C - D 23 0 Lumber B - C 505 -783 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 A - E 671 -366 E - C 671 -366 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 292 -47 400153 5829 5D3D 9C K A40E DE 7968 ED F9 Titsftm mt'Cffi#f4#R�WjRna A. lt2 a Cq �1 V__sk m'it.. W_"lliai"d�c d�ra ¢ds�rae a#+rirQa SNa.i �Aatr =tkftmaa aRxit apm olttaSd#t�scau ffi^#antecauPi:Cnds 9�d S#i!Sffi mod v. Sara-3 acnlsm�ravmcco arsaGt6a cWs6 on xipotazmriz #a gm "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a grope y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, om arrests. u= as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, 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 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. a 0 l SEQN: 704719 / T13 / COMN Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 1 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 79.8 Ibs Truss Label: C2 I .. / ... 10/10/2019 TTCD r r N p 114 SEAT PLATE REQ. 7�'2"5� 1'0"10 4'0"14 6'1"11 L 9'3"2 134" 4'0"14 2'0„13 r 2'0"13 4'0„14 12 3.45 p =5XB =4X4 D E S 6X6 C F 86X6 IIIZA4 =3A4=3AU III ZA4 13'4" SEAT PLATE REQ. 4'2"10 1'11"1 2'0"13 4'2"10 '�' 1 �i 4'2„10 6,1„11qrL- 9,1„6 13,4„ ro"s Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.049 K 999 240 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CQ: 0.090 K 999 180 B 1054 /- A /335 /468 /103 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 1 - - G 1054 A A /335 /468 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.033 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.191 G Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.379 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: Varies by Ld Case Max Web CSI: 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. Chcrds Tens. Comp. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) B - L 1838 -760 J - I 1849 -756 TC: From 55 pif at -1.00 to 55 plf at 4.07 L - K 1848 -756 1- G 1838 -760 TC: From 27 plf at 4.07 to 27 plf at 9.26 TC: From 55 plf at 9.26 to 55 plf at 14.33 K - J 1848 -756 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.07 Maximum Web Forces Per Ply (Ibs) BC: From 10 plf at 4.07 to 10 pif at 9.26 ffi1fl Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 9.26 to 20 plf at 13.33 y BC: From 4 plf at 13.33 to 4 pif at 14.33 C - L 128 -6 J - E 287 85 TC: 189 lb Conc. Load at 4.07, 9.26 7 ���x� �. �,*� P/ C - K 159 -208 J - F 160 -212 TC: 148 lb Conc. Load at 6.14, 7.19'� 1. . D-K 274 -99 I-F 127 -8 BC: 117 lb Conc. Load at 4.07, 9.26 D - J 53 -46 BC: 137 lb Conc. Load at 6.14, 7.19� C Wind Member design based on both MWFRS and C&C. +. 4001535828 SD3DSC 3C A4DE DE T966'ED f9. :rmmasnmanas a�aase�ss#c�sa�xxsa �s�a b3ra�umaraaxwez, rcgad..uz.>€<ssarp�r,:acaazrsAsaaeu:�e3as apt �9A4nxz:s. srbatrzbt€q&xa3 tt�aiarares^1a�!asiccasssircrsGC4aset� caafxd xnd �s �zxSsusfaca;�azr arria a*a�^, �x1a� owamwaiactaxa� upiax **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary aney bracing er BCSI. Unless noted oiherwise,top chord shall have property attached structural sheathingand bottom chord shall have a properiy attache c�diid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, orn orrenrs. Ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to t' 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 ANSIITPI 1 Sec.2. Far more information see this job's generalnotes page and these web sites: ALPINE: www.al ineitwxam; TPI: www.t inst.or ; SBCA: www.sbcindustry.coin, ICC: ww J=safe.org SEQN: 704828 / T16 / VAL Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 15.4lbs Truss Label: MV1 12 R n ! DRW: / ... 10/10/2019 ` L I ti 4'3"14 _i 4'3"14 i r 4'3"14 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Defl/CSI Criteria - PP Deflection in loc Udefl U# VERT(LL): NA VERT(CL): NA ♦ Maximum Reactions (Ibs), or "=PLF Gravity Non -Gravity Loc. R+ / R- / Rh / Rw / U / RL D' 72 A A /47 128 /15 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C - - Wind reactions based on MWFRS Des EXP: C Kzt: NA HORZ TL 0.006 C - - ( ) D Big Width = 51.9 Min Re9 Code / Misc Criteria NCB CLL: 10.00 Mean Height: 15.00 ft CreepFactor: 2.0 Bearing A is a rigid surface. .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.154 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.146 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.088 A - B 27 -64 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 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 '4OM53 58285D3D 9C X A4➢E DE 7963 ED F9: -remiramerax�scnssreu sayuyr�°a ttrsussYzxamaaaasu[eva� at a..c 04nm)" At dwvAmWqjsRAA x�xnta:,ar�,c�� iA`d�i€9iC9Ur1Qi LYlC&ffR �"BfltlfCr�tl��i'i r'�31f 4S9$T' $ S9a{lY:ak 1'? kidi£fs°dL�564 AAs441�0.�('�PQ$` 4h�q'k�6tiftidf **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extra me care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary mrey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propedy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have_bracing installed per BCSI sections B3, B7 or 1 10, orn onenr . u as applicable. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to t' 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 engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSUTPI 1 Sec.2. and fh--h sifo Al PINT- — aWn if. min• TPI' w toinsl_n— SBCA,—sboindusrN.mm: [CC: NM Jccsafe.oro • I FROM: JAH 30 / T18 / VAL Qty• 2 11756-Eastham A DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 11.2 Ibs Truss Label: MV2 I / ... 10/10/2019 12 5 B 3X4(D1) T A 2'3"14 m 2'3"14 2'3"14 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.015 B 999 240 VERT(CL): 0.018 B 999 180 ♦ Maximum Reactions (lbs), or *=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D* 75 /- A /44 /22 /12 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.006 B - - D Brg Width = 27.9 Min Req = - Code / Misc Criteria . NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: n/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: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens Comp Lumber Top chord 2x4 SP #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 047.1102 as a A-C 62 -3 '4OD15B 58295D3U9C 3C A4DE DE 796S'EO F9: rr�exsmretscw.eae - �Oaaa Ana ovraae.�m�zwimaea, FLfiL. t#z. f£A'."3'3i{qtY 4be�sWae' 9vf ws�"s$8 SNA.i �2Art�attvzt4a3a� sdccp�s adtirs4aca�nrrtuax�r 5��1zRaA #aG IPA rtmVA+i wAtwMoargima'k **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricafin , handling sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building y Component Safety Information, b TPI an � SBCA) for as ety practices prior to performing these functions. Installers shall provide temporary `// mr , bracingTer BCSI. Unless noted ortherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro any attache drigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, om orient,, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to P drawings 160A-Z for standard plate positions. d, 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 handlingWhipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing, indicates acceptance of pro ssiona1l engineertngg responsibility solely for the design shown. The suitability and use of this r7rawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. Fnr more informatinn — thi_e inh'_e n—mi nnt— na— and thaw. wah ci}ac Al PILAF- www Ininnidw n­ TPI- www }nine/ — CFr:A wuuu ehriniiiefv rnm• If:f:• wu... '.•��to ..... SEQN: 704691 / T36 / EJAC Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 15 1756-Eastham A /DR Horton 11756-Eastham A ,DR Horton Wgt: 22.4 Ibs Truss Label: EJ66 T / SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf i 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 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.011 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 4001535828.5D303CMA4➢E DE 796E ED F9 taAm��esaxme� eraztz�crag+v�ras ara xzaeeaa�e�r.ersaxnea; PtVL t�L&'EPI t"tat &7.4t ma3x AzL?b1•.1 R4�cn4�xt9GeDia�sa fti rdccpEn awn4 ea No aet+,f%R)6i 49#wdVdtea .41 maw BkAW £s.. 4GR UW* mj,r n. DRW: / ... 10/10/2019 C rn O Y) FM ir) 07 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 315 /- A /229 /124 /135 D 117 /- A 190 /17 /- C 156 /- A /67 /114 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 60 -116 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ruteg 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 bracin installed per BCSI sections B3, B7 or B10, otn o�tents. uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise, fiefer to P drawings 160A-Z for sp ndaro plate positions. Alpine, a division of ITW Building Components. Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates accepptance of pro salons engineering responsibility solely for the design shown. The suitabrldy and use of this g"'awing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. a I FROM: JAH 21 / T31 / MONOI Wgt 26.6 Ibs � Job Number 36CS0065A Truss Label: J6 /DR Horton /1756-Eastham A ,DR Horton DRW: .. / ... 10/10/2019 12 5 p rn o u� co =2X4(A1) B A E 1112X6 SEAT PLATE REQ. SEAT PLATE ,f, EQ. 6' —� 1' f' 6'6 —il 6'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.031 C 320 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- A /206 /62 /90 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL):-0.040 C 247 180 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.015 C - - E 268 A /0 /175 /106 /0 Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.017 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.psf Creep Factor: 2.0 B Brg Width = 8.0 Min Re9 = 1.5 Soffit: 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.349 E Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.301 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.207 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 18.02.01A.0205.20 A - B 23 0 B - C 47 -111 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. 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 4001555828.5D5D 9C X WE DE-7965 EO F9 rmsttmmrtca vxcr. M'W_ W? saa�.M ri ir« u4, �aaiaxkcec �x�"a�amsga auin=€ maY3sxati:alYae�ss+ia.- e�t*s3ct4+cs o€ €id, a4s �^a�€crn3,°cm.&uy7u3 xn6 xas awt „-Wp gi iRf k tM - "WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T' IMPORTAN" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary trncy 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, vnr vnenrs. uc as applicable. Apply plates to each face 6f truss and position as shown above and on the Joint 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 shippingg, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of pprofessionat engineeringg responsibility solely, for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 7 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.icesafe.or SEQN: 704723 / T14 / MONO Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 2 17.5 atham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 25.2 Ibs Truss Label: J66A T =2X4(A ,6 rn 0 c� DRW / ... 10/10/2019 81 SEAT PLATE REQ. SEAT PLATIE6REQ. Ak 6' I 6-6e r 6,6e 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): -0.030 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 /182 /150 /0 Des Ld: 37.00 EXP: C Kzt: NA HORZ TL 0.016 8 - ( )" Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Mix TC CSI: 0.356 D Brg Width = 8.0 Mq — in Re 1.5 Load Duration: 1.25 P MWFRS Parallel Dist: h/2 to It TPI Std: 2014 V..x 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 Specked Camber: Chords Tens.Comp. GCpi: 0.18 Plate Type(s): VIEWVer: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 40015D 5828 SD309C 3CWE DE 7965 ED f9_ rHa3HSYsS— ffi .k . Ly 4�1 dF4E18fTYtEd. ff6 $�» Sis, tg9$18i��i P�#:2'Gif1R�MYi�9'8 egaSN�l 9ViACP.tY.iNSa#iMdR av�,!�te5�aoft3sdesc:+�nt+�nat Eug7cQ�6zaa8ztl R4C 19 2 M'A^E R�Cb°SV�99�7@!^UF36a bvfYa9xN�°t9QiBt 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, handling shping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporary ru7at bracing per BCSI. Unless noted olhervvise,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 bracing insgailed per BCSI sections B3, B7 or 810, orx �nnants, uc as applicable. Apply lates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to / drawings 160A-Z for s9ndard plate positions. 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 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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this mob's aenerat notes narie and these web sites: ALPINE: www.al ineitw.com• TPI: www.t instxr " SBCA: www.sbcindustry.mm;ICC:www.icrsafe.org Ply:1 Job Number 36CS0065A 'I I FROM: JAH 03 / T23 / EJAC I City: 19.6 Ibs I Truss Label EJ56 R Horton /1756-Eastham A ,DR Horton DRW: 10/10/2019 C 12 5 rn u� (V O B cM 2X4(A1) A D SEAT PLATE REQ. 5'6" i rd 5,6r Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ fdaximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 279 A A /205 /111 /117 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 - - D 98 /- A 175 /14 A Des EXP: C Kzt: NA HORZ TL 0.012 D - - ( ) C 130 A A /55 195 /- Code I Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.31 B B Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.218 n Brg Width = 1.5 Min Req = - C Brg Width = 1.id Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Re Fac: Yes P Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 Ch d T C Ch T C Lumber Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. a 4T TE Q ° or s ens. omp. o s ens, omp. A-B 23 0 B-C 50 -103 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4001513562E5D300C ASDEDE 796B'Et) r9 xa��xo�ass ew¢uaceaaya�xra w `maun d� eaaewr zsaxnes, �;ri.t�e. ax7iattasa ffix �+aslwao�bse+re�x�asaia+i xc�srzznuc»ca3c. , dceq'�sof t?ta4ws*catisrancitsatId—mg Vag Nd MU ��S�axxkmaSruicnraia rnm36o aru�mmyeaawatuz **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! T" ••IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary miey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or r pnr anent,. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to N drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingashipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of ro ssiona engineertng 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. For more information see this job'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.orii SEQN: 704693 / T30 / JACK Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 16.8 Ibs Truss Label: CJ5 TI 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: 11 EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) DefI1CSI 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): -0.006 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.270 TPI Std: 2014 Max BC CSI: 0.178 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 46D15858283D3D9CXA44EDE 7968EO F9 :rnaxa{wxaisrm{a{va�ecasts8aia are eaxnaepuar ai aaau� FE {ii. i}S, II{71HJ}m7 N9i tHa{P�ma9a"r0 w�,�i'ft W S. M�+.LY9X2iiGf�4i$6 Pf�l',[CSi}�50lNbGaUR4Y3i aXnmGiSLA3€.'`ciOCi�'h848e19 �'Ad and 7dae f�#A-i aenhmtitat3eRCfdctaystSa+�ifiW m mr�daetsu eW+fas, DRW. / ... 10/10/2019 - C . cM (V 1 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- A /193 /105 /108 D 89 /- A /67 /13 • /- C 117 A A /49 /86 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 45 -96 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWNGI **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) Tor safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro My did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le. Apply Agates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. flefer to 60A-Z for standard plate positions. a division of �ivi 7, or Torn acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rrney onrpouents. uc M Job Number 36CS0065A 'I I FROM: TP 104 / T29 /JACK City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 15.4 Ibs Truss Label: CJA / ... 10/10/2019 C 12 5 90 N zo 2X4(A1) B A i t D SEAT PLATE REQ. 4'3"8 4'3"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: ' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA ♦ Maximum Reactions (Ibs) Gravity Loc R+ / R- / Rh Non -Gravity /Rw /U /RL BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: psf Lu: NA Cs: NA Snow Duration: NA VERT(CL): NA HORZ(LL): -0.004 D - - HORZ(TL): 0.005 D - Creep Factor: 2.0 B 236 /- A /177 /96 /95 D 75 /- A /56 /10 A C 99 /- /- /41 !72 /- Wind reactions based on MWFRS Code / Misc Criteria Soffit: 2.00 . BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.217 B Brg Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel DE�t: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.128 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Sot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 3B -83 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4001555829 Mi 9C3L h4QE DE 2968 E0 F9 ;[a�4rsmrtxs�eenasztts,�:cs g:�¢eaam�eyY�rua�m�mr¢t, (fR. [K. LA77�3t@ce Sf8 da53 sa sew;a SNAx7. 9iYLcft4KiitfE#46$& ffidtrN9 tl€ flBzfiAS4a%S'd ffi"dffiGr¢5S4iv".+b.^�Xtl>€ n�tded rDD $HA±i &vYli£sui'at3�3C��II fl3&�C� WBtidiCil MY�q'k6Ktfbfs'S ssmfas. **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 Componen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rrrrey bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attacher�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to rnxpouenrs Ur. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of rorressronat 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: 704805 / T17 / JACK Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 15.4 Ibs Truss Label: CJB Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL:10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 T i SEAT PLATE REQ. 1'0"5 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 4'0'5 4'0"5 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA 'PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0:004 D - HORZ(TL): '0.004 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.173 TPI Std: 2014 Max BC CSI: 0.111 Rep Fac: Yes Max Web CSI: 0.000 FF/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.20 40D15659285D3D9C3[A4DEDE-7966EA F9 :mss as axsti urz� er�:u�xea» y s:4nan m�x?aa aY fa�ra�s *aannax, ss {n. � eardad[ �i ahe �a� aA�m» a caa-d atiA - ssa3m ugtxxc�3.8uwrca'at�+nxnst �Cieda�ds�3�@ .1d 4$ $P1d 3 - C✓d'¢tt kit 4'a'i a4i9�`t3atf 8' C-ON. D R W: �• / ... 10/10/2019 Ci T 4 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 228 /- /- /170 /95 188 D 70 /- /- /53 /9 /- C 91 /- /- /35 /66 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 23 0 B- C 34 - 75 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Ile. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-,7_ for standard plate positions. a division of I F9 1, or for n acceptance any structure failure to build the g or cover page rn. The surtabillty aney ornpouenrs. uc ON yi I Job Number. 36CS0065A I FROM: JAH 07 / Te /JACK Qty. 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 12.6 Ibs Truss Label: CJ36 I I / ... 10/10/2019 T) I7 SEAT PLATE REQ. C 3'5"11 ka-1 in Di 3'5"11 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 Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 207 A /- /159 /87 180 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 - - D 60 /- /- /46 /8 A Des Ld: 37.00 EXP: C Kzt: NA HORZ 0.003 D - - ( )TL� C 77 A !- /30 /56 /- Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.127 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.083 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 8 is a rigid surface. Loc, from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specked Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 18.02.01A.0205.20 I Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 23 0 B- C 29 - 67 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4DD1555629 5D3D9CX A4DE DE 796B ED F9. :m48f�MHSi8YDY4A aa6daYTr�6�'ST$ �R: SA:a'8aa'4 YRaPdaQYXa'iTisSE� ROL su. 84=) w aaa smat�'.u4m'a ca502 SSW, Wut;adecptmnv!tAesdacrmncntm�exszlcmas[ crscz ed ad MW mnd Y#a sNAa tt+aaYaarusBee v�r#i�maa�xtttasrr� agrixs. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "T• IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, by TPI an SBCA) handling sa ety practices prior to performing these functions. Installers shall provide temporary rirr y bracing per SCSI. 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, our ouenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to fl 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 pprofessionet engineering responsibility solely for the design shown. The suitability and use of this r7rawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 7 Sec.2. For more information see this lob's oeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SBCA: www.sbcindustrv.wm: IM www.iccsafe.om SEQN: 704695 / T32 / JACK Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 12.6 Ibs Truss Label: CJ3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 12 DRW: / ... 10/10/2019 Ci CM 2X4(A1) B A D Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Kzt NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 3' M Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.002 D - HORZ(TL): 0.003 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.138 TPI Sid: 2014 i Max BC CSI: 0.080 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver. 18.02.01A.0205.20 WAVE No .04718.2 STATIE O ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 191 A A /150 /82 772 D 51 A A /40 /6 /- C 63 A A /24 /47 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 24 -82 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40015B 5828.5D 309C 3C WE DE 7968E0 F9 .raasaxmttasmms z m+Msrpy�a*a xm"j""rays sarnan a P4 FU M A4nwj4 18AA K"dACd3SKitNe146�A *,rdr€9lasof tip.daraeenSaraac4ccnsLFra'tCseff anA sanas4 mJtl;¢'SNA4anlEctlNlotlmsta}nmLzti6a Vrii2-uy4ltitwA ctn€IL —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bred Refer to and follow the latest edition of BCSI (Building yen Safety Information, byy TPI an SBCA)OF safety practices prior to performing these functions. Installers shall provide temposrryy Irnay per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly p rigid ceiling Locations shown for ermanent lateral restraint of webs shall have brecin installed per BCSI sections 83, B7 or 810, onr ouerrr.. uc cable. Apply plates to each face 0 truss and position as shown above and on the Join? Details, unless noted otherwise. Refer to Y is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TP11 Sec.2. a1 a SEQN: 704705 / T10 / JACK Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW. Wgt: 11.2lbs Truss Label: CJ16 I .. / ... 10/10/2019 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 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 12 5 C 2X4(A1) B SEAT PLATE REQ. F_ T 1 r5rr11 a� 1'5"11 Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria 'A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ 1 R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 150 /- /- /128 /73 /44 Snow Duration: NA HORZ(LL): 0.000 D - - D 20 /- /- /23 /8 /- HORZ(TL): 0.000 D - - C 13 /- A /14 /11 A Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.134 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.017 D Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. A-B 23 , 0 B-C 6 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 STATE Of 40015115828 5NDSC3C MDE DE296a'ED F9 massPLBfAiffi&� �i4'Lb�62d'C:b£.0 d.CSj PPoYbi�3EhfIYAGt1 FE [F£, tYG �iYi'A.Di �a LtG 4+.Siffi s 4 Lh5'i0 u� a 53dR+.2 ' C4ik zm+uan£tisnGOGatssal£�arblitt153L�t�_y�e9za+9.ss£�� ltr� £x¢S7A.L xaitstci�tfemiCsafPs c^;ee:4ba �9ie+A ms snprm�. �cias. "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, handl!n shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an SBCA) Ppr safety practices prior to performing these functions. Installers shall provide temporarryy rntcT bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, n nts. uc om pa as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingghipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of ro ssionall 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 ANSI1TPI 1 Sec.2. For more information see this job's genemi notes page and these web sites: ALPINE: www.al ineitw.wm; TPI: www.t inst.o • SBCA: www.sbcindust .com' ICC: www.iccsafe.or SEQN: 704697 / T35 / JACK Ply: 1 Job Number: 36CS0065A FROM: JAH Qty: 4 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton Wgt: 11.2lbs Truss Label: CJ1 12 5 F,�- 2M(A1) B A C IN T M D I SEAT PLATE REQ. � 1 DRW. / ... 10/10/2019 1 i J 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 148 /- /- /133 /85 /35 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - D 11 /A /- /18 /10 /- Des Ld: 37.00 EXP: C Kzt: NA, HORZ(TL): 0.000 D - - C - /-13 /- /25 /26 /- NCBCLL: 10.00 Mean Height 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.138 B Br Width = 8.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: :0.015 D Big 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 gearing B is a rigid surface. Loc, from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearing B requires seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 18.02.01A.0205.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP 91 A - B 23 0 B - C 24 -14 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 40015858285D3D9C3CA4DE DE 7968'FA F9 rfli6tY9Y.aRa2CrRl.Ts 61d3G"L'6.Saa>%'B£�Pi4� afd YFaH9 rffliAkPYNi MSItYEE1r ra f i.ik f47ledSa PaL i2QBQffi ri3t#Ye 9Qfb A �.£fSaSIL*9SG:C. xrk��"csWxsnf @dsCui<rsxes�t araoateem8.�emda�u-Bm�9 zsak® m1d tYa AyA.3a+.Kftitaigtf@r5CO3tnb5tbe Ycflti0� Mam(k#acisiN33c owl., "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary aWy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propedy attached ri 1d ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, om onenr., uc as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {tefer 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�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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more_ information see this lob's general notes page and these web sites: ALPINE: www.alpineitmeom• TPI: www.tpinst.org; SBCA: www.sbcindusW.com• ICC www.iccsafe.org _ a Job Number: 36CS0065A FROM: JAH 99 / T41 /HIP_ Qty 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton I DRW: I Wgt: 37.8 Ibs Truss Label: HJ66 / ... 10/10/2019 T 4L f �— 1'S" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Kzt: NA Des Ld: 37.00 D 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 Uist: 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 91 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' + 9'1"9 5' 4'1 "9 0 87'10 15"1 t5 8710 9'1" 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): 0.019 C 999 240 Loc R+ / R- / Rh / Rw / U / RL B 283 /- /- /- 1136 /- 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 /- /- A 1152 J- 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 FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B reis quires 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 Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B- F 545 -353 F- E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 378 - 584 4001:505625 SM9 3C WE DE 7960'ED P9. .. Tit@iWMM,4II 4 13 C5 y YpOS ffffii�)9 �i 3 811 ATu M £4t..4iG, a4Y1ffi}rdY tPsffi Ci�4k�s.43&4'v8fti.2 bN&1 64'St4R'&SWA" iYtC 71$3'.ddtfQ�i Oi MsS�C.retffC¢i1 �'gdCdi[iiG" 8i`'iES�$3!'&i9$ a»tl.^4� L4+2a�"aXSms6 3ls�S 9dft fffik 8flpt9S;'tfi.' **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 rn: bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om orients. uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to W 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 shippingg, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of proiessionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's oeneral notes oaee and these web sites: ALPINE: w .aloineitw.com: TPI: www.toinst.oro: SBCA: www.sbcindushvxom: IM wwev.iersafe.oro SEQN: 704826 / T9 / HIP_ Ply: 1 Job Number. 36CS0065A FROM: JAH Qty: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 25.2lbs Truss Label: HJ56 I/ ... 4r 1 SEAT PLATE REQ. TY Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Loading Hipjack supports 5-5-7 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. C 10/10/2019 ~ T tl] T Lo � r N � N • 7'8"9 7'8"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): NA B 229 /- /- /- /116 A Snow Duration: NA HORZ(LL): 0.016 D - - D 107 A A /23 /- /- HORZ(TL): 0.030 D - - C 236 A A A 1179 /- Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.673 B Brg Width = 10.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.389 D Brg Width = 1.5 Min Req = - Rep Fec: No Max Web CSI: 0.000 C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 18.02.01A.0205.20 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 4001555828.5D3D9C3C A+4DE DE 796B ED F9 mmuam�rtxsaear+axavniutmvfic,�,r.:�uesscmypaartuermsnmaam; . Pith-t3C:fti�'itl2j4n t��StJd'�»�£.9fl �.id�xYHk 2 M't�br+AK.�tl��4p3s: >�dtrAtr�s=f tfu'�dtcuscstarntwlcsaab#so8s+�tdms9 ux�3 ' u�itrs4�+:'A Sausbent&atFcnCsdat. �dse aLadi�=2 on aaydastnu�e -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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary ancy bracing per BCSi. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall -have a properly attechetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 810, oJn �onenrs, uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 7 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 prossionall 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 job's general notes pane and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ' SBCA: www.sbcindus .com• ICC: www.iocsafe.org Job Number 36CS0065A 'I I FROM: JAH 17 / T37 /HIP_ I QWgt 21.0 Ibs 11756-Truss Labe'.:tha HJADR Horton /1756-Eastham A ,DR Horton DRW. 10/10/2019 C 12 4.56 F::�- ti N N O 2X4(A1) B c� A D SEAT PLATE REQ. 1'1"3 , 6'0"1 6'0"1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) . TC: From 0 plf at -1.10 to 55 pif 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 plf 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. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.007 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): VIEW Ver: 18.02.01A.0205.20 WAVE 45015B582851)MCKWEDE 796BE9 F9� ixsessaxeawas saxs exssumfcrsirgms armneaa� ey ua�.�a zs"smeaa, pE tfi. � a1779a.{ffies 4Aa c�xaaat r ae:+.5s=a SidA,i acYtlasnzaxttaracccia aste9rez gi it¢s4aurssa ara actrrnlara0 ?an8:aak4 M,dt�4 AYh^S uaYfitltiLB370.5td3aktRY,2'iPC 4a11rL'.1 W Myt7atila34G Mull ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 193 /- /- A /32 A D 137 /- /- /- /6 /- C 148 A 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 au!re extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building (Safety Information, by TPI and SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propeily �id ceilingg gates shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or k310, 60A-Zfo stand rd plate pos do f truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of iPi 1,,ortor h acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rutey rnrrporrcrnts, uc SEQN: 704810 / T6 / HIP_ Ply: 1 Job Number. 36CS0065A FROM: JAH City: 2 1756-Eastham A /DR Horton /1756-Eastham A ,DR Horton DRW: Wgt: 16.8 Ibs Truss Label: HJB .. / ... 10/1012019 T 12 4.56 O N N � 2X4(A1) B N 4 D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bat chord 2x4 SP #1 Special Loads --(Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.12 to 55 plf at 4.44 BC: From 4 plf at -1.12 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.44 TG: 91 lb Conc. Load at 4.31 BC: 70 lb Conc. Load at 4.31 Wind Wind loads and reactions based on MWFRS. 4'5"5 4'5"5 Snow Criteria (Pg,k in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.003 D - HORZ(TL): 0.006 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): i VIEW Ver. 18.02.01A.0205.20 WAVE 400155 5929 5D3D9CXA4DEDE 79656D F9. -romsttamnaz¢n�setcru¢mt epa nac asa uamaevavaruatmuia fA, Fr RL W. 64=1" M. dm A�A*amA iia WAA scKAcntRatb�gcaYa er�xdu�ksc4 N�sdurffi¢am�er,�tttmsEwret�iuSanC rwtsd .,AV. S3wt Ax,KAlntL-at3MtrrJa -=I. witA d M AgAt'am's- ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 255 /- /- A /142 A D 117 A /- A /1 /- C 189 /- A /- /140 A ^Ind 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 Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handI' ,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 temporarryy an�i, 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 In B10, onr onents uc as applicable. Apply plates to each face oftrussand position as shown above and on the Joint' Details, unless noted otherwise. Refer to drawings 16CA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure'to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover,paga listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is fire responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2. Gable Stud Re.inforcernent 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 G, Kzt = -1,00 Or t 140 mph Wind Speed,<15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nry 12a nmh Wind Sn,wd. 15' Mr,nn Hoinh+. PAr.+Inlly Fnrl need. Fxnnw to Ito+ = t:An C_: 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 IL' Brace ■ (1) 2x4 'L' Brace Y (2) 2x4 ;L"Brace ism (D 2x6 'L' Brace A (2) 2x6'L' Brace. r Group A Group B Group A Group B Group A Group B,Gr•oup A Group B Group A Group B > #1 #3 #2 , 11 91 , U Q S P F 3' 8 5' 9' 6' a'' 7' 8' 7' 11' 9` 1' 9' 6' 12, ' 0 12, 6' 14' 0' 14' 0' Stud 3' 8' 5' 9,. 6' 1' 7' 8' 7' Ill 9' 1' 9' 6' 12' o' 12, 6' 14' 0' 14' 0' Standard 3' 8' 4' il' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4'. it, 1' 14' 0' 14' 0' #1 4' 0' 6' 81' 6' 11' 7'.SO' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' .14' 0' -J a S.P #2 3' 10, 6' 71- 6' .10' 1 7' 9' 8' 11, 9'. 3` 1 9' 7' 1121 2' 1 12' 8' 14' 0' #3 3. 9' 5' 3' 5' 7' 6' '11= 71,51 9' 2' 9' 7' to, it, it, 8' 14' 0' 14' 0' I� D f L Stud 9. 9' 5131 S' 7' 6' Ill 7' 5' 9' P. 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' " Standard 3' 6' 4' 7' 4' 11' 6' 2' 61.71 8' 4' 8' Ill 9' 8' 10' 4' 13, i' 14' 0' U #1 ./ #2 .. 4' 5' 7' 6'_ 7' 9' a, 10, 9' 3' to' 7' it, 0' 13' Ill 14' 0' 14' 0' 14' 0' S P F #3 4' L' 7' 1' 7' 9' 8' 9' 9' 1' SO' 5.' 10, 10, 13, 9' .14' 0' 14' 0' 14' 0' U (__I [ H Stud 4' 2' 7' i' 7' 6' 8' 9' 9' 1' 10, 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' r Standard 4' 2' 6'' 1' 6' 5' 8' V 8' 8' 10' 5'- 10' 10, 12, 8' 13' 7'• 14' 0' 14' 0" #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, e' it 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' '8' 10, 9' 3' to' 7' 11' 0' 13, II' 14, '0' 1.4' 0' 14' '0' D F L 43 4' 4" :. 6' 5' 6' to, 8' 6' 9' 1' 10, 6' 10' Ill 13, 4' 14' 0' 14' 0' 14' '0' Stud 4' 4' 6' 5'' 6'' 10' 8' 6' 9' 1' 101 6' to, it, 33' 4' 14' 0' f4' 0' 14' 0' -' Standard 4' 2' 5' 8'.6' .0' 7' 6' 8' W 10'' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1. /. #2 4' 10' B' 3' 8' 7'' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0" 14' 0' 14' 0' 14' '0' U O S P F 1 -1 F T 1 #3 4'" 7' 8' 2' 8' 5' 9' B' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0.' 14' 0' 14' 0' Stud 4' 7' .81 2' 8' 5' 9' 8' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 0 14' ' X S P #1, 5' '1' 8' S. 8' 8' 9' it, 10' 3' 11' 9' 12, '3' 14' 0' 14' 0' 14' 0' 14' 0' 02 4' -10' 8' 3' 8' 7' 9' 9' 10, 2' " 11' 7' 12, 1' 14' 0' 14, 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10, 9' B. 10' 1' ' 111 7' le' 0' 14' 0' 14' 0' 14' 0' 140' c--1 D F L 1 Stud. 4' 9' 7' 4' 7' 10' 9' 8' to, 1' . 11' 7' 12' 0' :14' C' - 14' C' 14' 0' 14' 0' Standard 4' 7' 6' 6'' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0.' Bracing Group Species and Grades, Group At S ruce-Plne-Fle Hen-Flr #1 / #2 . Standard #2 Stud #3 1 Stud #3 Stnndnrd Dou as Fir -Larch Southern Pinewts #3 #3 Stud Stud Standard Standard Group BI Hen -Fir #1 4 Btr #1 Dou las Flr-Larch Southern Plhe■aw #1 #1 N2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwfor lx4�So. Pine use only Industrial 55 or Industriat 45 Stress -Rated Boards. Group B values may be used with these grades. l Gable Truss Detail Notes: Vind Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load, from 4' 0' outlackers with 2' 0' overhang, or 12' plywood overhang:. Syi^m Abouti Attach 'L' braces with .10d (0.128'x3.0' mW naps. i IIE For <!) '6' brace, space malls at 2' ac. 'able Truss In 18' emdzzones and 4" o.c. between zones. )K)KFor C2) 'L' braces,space malls at 3' o,c. Diagonal brace option, In `is' end' zones and. 6' o.c. between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web brace Is used. Connect L member length. diagonal brace for -600# 'L' Gable Vertical Plate Sizes at each end. 'Max web j' Brace total length Is 14': _ RE31E Vertical Length No S Uce DF-L #2 or Less than 4' 0'- 2X3 ,2x6 better. diagonal T I -' than 4' Greater a 1 but 3%4 Vertical length shown brace) single less than 6' nll' .1 Greater than 1_ 6' 4X4 In table 'above. 45' or, double cut. (as shown) at 1 L ill" .. 1 t Refer to common truss design for upper end. perk; spOce, and heel plates, ontinuous. DearingtEt,"oa' fbti� Refer the for conditions Connect dl verb al midpoint of vertical web. •' Refer- to thisDesigner t,not addresedBuilding , . uAHt 'chart above- for .may, . - -VARNINGta REAR AND FOLLOV ALL NOTES ON.I= DRAVA¢d -INPORTANTom 1t1RHISH THIS WAVING TO ALL CUNTRACTORs INCLUBM THE INSTALLERS. �ngthl `e� i V ?11 %' '� /�+ �` % @ et,¢ Ui' _ _ REF ASCE7 10 6AB16015 DATE 10/0.1/14 Trusses require extrene care In,fabrI&*Ind, handpng,•shlpping, Installing and bracing, ReFe'ti to and Foltor the latest edition of (RaWng Component safety Infornation,'by Tpl,ond. SHCA) for•,safety ^tea' �\ ..�1 % ,BCSI practices prior to perfaming these functions: Installers shall provide" tempo' .bracing pen pest. bettor ,7l �" UMess noted otherwise, top chord shalt have property attached structural sheatltln9 and choM shall have a attached ridd eeMri& Locations shown for permanent lateral restraint of webs,. .' / /// DRWG A16015ENC101014 n n Iu{ properly, J nr Bet, as 'antes,, o Apply plates to each face shall have ndbracingpok Installed s per BCSI sections am the farm obove and an ilia Joint Details, ,nll¢ecs, noted, otherxise. vats and pas 16O S�`- 'w 0 Re -2 Refer to d^arlr,gs t60A-Z for stnndnri/ plate posHlais.+ Alpine, a division of ITV Busding Canpm@nts Group Inc shalt not be Yesponsobte for an devintldi iron �.'' lJ�i i� (" � t ' AM ITiiVCOMPANY tHs.drnwing, any F�ure to build the. truss in conFornrnce xith ANSI/TPS 1, rr Far nan�AinD, shrpw�g, :rr ��`o�� MAX, TOT, LD, 60 PSF installation 6 brat: of trusses. A seal an this drawing ar rover page Ustk a this drawing, Indcates acerpt-f of proresslomt ilnwn. The use of this d-Mg o ! engfneerStg responsB�Blty solely for the design sWtabtity and far wY sinKturc Is the resprrtswiflity oft Dutt Destener per AISLIPI I Seel. �3389 Laked063045 For pore InFa-nation sre this s nernl.notes n e .and these web sites City. ALPINE, wwwAiptnelti.cont TPI- wrw.tptnstargl SBCA�wrrsb[Vidustryorgi IM ewwlccsofrarg 5 t MAX, SPACING 2�4,0' Gable Stud Reinf.or.cement. Detail ASCE 7-10: 160 mph Wind Speed, 30'' Mean Height, Enclosed, Exposure C, Kzt 1,00 ❑r, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Eilposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 30' Mean Height, Enclosed; Exposure D, Kzt = 1.00 nrl 120 mnh Wind. Sdeed. 30' Mean. Helaht. Partialty Enelnsed. F_xnasurp n. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces U lx4 'L' Brace ■ (i) 2x4 'L' Brace x «) 2x4 'L' Brace xu (1) 2x6 'LI Brace x (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 S. .6! 3' 6' 6' 7' 5' 7' .8' _ 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' U S P F #3 3' 5' 5' 5' 9+ 7' 2' 7' 7' 8' 8' 9' V 11' 3' 11' 11' 13' 7' 14' 0'.. Q HF . Stud 3' 6' V 4' 5' $' T 2' 7' 7' 8' 8' 9' t'' 11' 2' 11' 11' 13' 7' 14' 0' Standard 3` 6' - 4' 7' 4' It', 6'- 2' 6' 7' . 8' 4' 8' 11' 9' 8' 10' 4' _ 13' V 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' e' 11' 9' 3' It, 9' 12, a '13, it, 14' 0' _ - J a S P #2 3' .8' 6' 1' 6' 6' 7', 5' 7' 8' 8' 9' 1 9' 2' 11' 7' 12' 0 13' 9' 14' 0' CJ #3 3'7' 4' 10' 51 V -. .. 6' 5' 6' 11' 8' 9' 91,11 10, 1' 10, 101, 13, 8' 14' U' (U D F� L Stud 3' 7' 4' 10' S 2' 6' 5' 6' 11' 8' 9' .9' 1' 10, 1' 10' 10' . 13.' 8' 14, 0' Standard 3' 3' 4' 3' 4 7' 51 8' 6' 1' -7' 9' e' 3' 8' 11' 9' 7' 12' 2' 13, 0' U #1 / #2 4' 2' 7" 2- 7 :5f' e' 5' 81- 9' 10, 1' 10'' 6' 13' 3' 13' 9' 14' 0' 14' 0' �) S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' It' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U G r Stud 4' 0' 1 6' 7' 7' 0'. 8' 4' 8' 8' 9' 11' JO' 4' 13' t' 13' 7' 14' 0' 14' 0' Standard 4' 0' S' 8' 6' 0' T b' 8' 0' 9' 11' 10, '4' 11' to, 12' 8'' . 14' 0' 14' 0' O P #1 4' 5' 7' 3' 7' 6' . 8' r 8' ill 10' 2' 10' 7' 13' 5' 13' 11' 14' 0" 14' V #2 4, 2' .7121 7' -5' 6' 5' 8'.9' 10' V_ 10' 6' 13' 3' ..13' 9' ;14' 0' 14' 0' #3 4' i' 5' it, 6' 4' T 11' 8' 5' to, 0' to' 5' 12' '5' 13' 3' 14' Of' 14' 0' QJ r D P ,L Stud 4' V , 5' -11, 6' 4' 7' it' B' S' 10, oll to' 5' 12, .5' .13` 3' 14' 0' 141- 0' Standard 4' D' S' 3' ` 5' T T 0' T 6' 9' 5'. 10;' 2' il' 0' 11' 9' 14' 0" Y4' .V d _ S P P #1 / #2 4' 8' :7! It- 8' 2' 9' 4' 9' a, 10, 1' Al'.6' 14' 0 14' 0' 14' 0' 14' 0" #3 4' :5' 7' .7' 8' 1' 1 9. 2' 9' 6' 10, 11' 11` 5' 14' b' 14' 0' 14' 0' 14' 6' L� U O HF Stud 4f'S' T T B' 1' 9' 2' 9' 6' t0' 11' 11' 5, 14' b' 14!, 0' 14' 0' + 14' 0'' Standard.. S .. Al S' 6' .6' - 6' ii' 'a, 8' 9' 3' 10, 11, 11' 5' 13' 7' 14' 0' 14' 0' 14' 0" X #1 4' 10 8' 0' 8' 3' 9' 5' 9' 9' it, 2' il' 8' 14' .0' 14' 0' 14' 0' #2 4' 8. '7' Ill 8' 2' 9' 4' 9' 8' - 11' 1 11' b' l4' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' ":10' 7' 3' 9' 1' 9' 7" 11' 0' Il" 6' 14' 0' 14' 0' - 14' 0' 14' 0' I F L Stud 4' 6' 6" 10' 7'D 3' 9' Y 9' T al' 0' LI'' 6' 14' 0" 14' 0' 14' 0' 14' 0` Standard .. 4' 5' 6" 1' 6' S' 8' 1' 8' 7' 10'• 11' 11' 5' 12, 8' 1 13' 7' 114' 0' 14' 0' Symi7. 'Gable -Truss Diagonal brace 'option. vertical length nay be doubled when diagonalbrace Is used. Connectdiagonal brace for 69011at each end. .Max web ] Brtotal kce length Is 14'(2x6 DF-L #2or length shown In table above. ,1 better `diagonalVertical braces single or double cut45' (as shown) at upper end. ontinuous Bdorl Connect diagaml at midpoint of wertkal. web; 1 Refer to ` chart above for m< ���777 1177 d II 2• 1IUU1I 111=2� - AN rrwcommw 13369 Lakerronl Dive Earin City. MO 63a45 �s VARIMCd- SWAB ANTI FOLLOW ALL NUTES IN TMS D DOM& ,sslllP�tiANT1>t FURNM THIS DRAVM TO ALL tWMACTORS Ui o.bDING THE DISTALLMS. Trusses reautre ewtrene care I n fabrkating, handing. shlpPing, InstdU16%and bracing. Refer to and.11 fpItaw the latest edition of B= (BuAdrio Component Safety Informatbn; y. TPI and SDCA) For safety practfces prior to perfomino these functlons. lm' talters shalt provide temporary beddmD per SCSI. Unless noted otherwise, top chord shall have property attachedstructural shenttdng and bottom she shi i Ii&:ve A properly attached - ceiW,e. -Locations ,shown for permanent lateral restraht of webs shalt have bracng ostnited per SCSI secaons B3; D7 or 810, as npp(lo bt., Apply plates to oath_ face of 'truss and smrn lan.as shoabove and on the Jotrit Detats, unless'neted othe"Ise. Refer to drawings 16CA-Z for standard_ plate positions. Alpine, a dvWal,. of 1TV Mdhg Components Grouupp Inc shalt not he respanstbte for arty devlatlon from thls.dramhg any fallure to bulld the truss In conformance with ANSI/TPt 1, or For handDna.. shppl,o, tnstollntbn 6 bracing of trusses. A. sent on this drawing or cover pace llstlnc thIs drawng, Indicates acceptance! of professional Ana resyansDlRily solely far the deslgn shorn The sdtatiWtY and use af'thts dra hV fors}ruCture is the resportsW6lty of the &Adi io DOslgner perk ANSI/TPI 1 Sect. for more Infarmatlon see this Jobs General notes pope. and these web sites, ALPM www.alpineitw.conl-lPD rww,tpMst.ongl SDGq wwu;stichaustry.oral ICCI www)ccwfe;org .� _ .0 ~�7 �[ �0 A?E OF Q C) ca Vo - Bracing Group Species and Gradest Group At S lute -Pine -Fir . Hen-Ffr #1 / #2 Standartl ill .Stud. #3 Stud #3. _ Standard Dou las Fir -Larch Southern Pinexxx #3 #3 Stud Stud Standard Standard Group Bs Hen -Fir #1 B Btr #1 .Dou las Fir -larch Southern Pineowx #t #1 #2 #2 lx4 Braces shall be 'SRB (Stress -Rated Board). ■wFor Ix4- So.. Pine use only lndustrlal'55 or Industrlal45 Stress -Rated Boards. Group B values Ina be used with these 11 lades. 'Gable Truss Detail Notesl Wind Load deflection criterion Is L/240. Provide uptIPt cannections for 135 plf over, continuous bearing (5 psf TC Dead.Load), Gable .end supports toadfrom 4' D' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'V braces with 10d (0,128'x3.0' Mtn) mails. for <15 'L' brace, space nails at 2' o,c. In 18' end zones and 4' o. between zones. il(X(Fcr <2) 'L' braces, space nails at 3' o.c, In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length.. Gable Vertical Plate Sizes Vertical Len th I No Sol Less than 4' 0' 2X4 Greater than 4' 0' but 4X4 less than IV 0' + Refer to common iruss design .for peak, splice, and heel plates.. Refer to the Building Designer for conditions not addressed ,by this detail. REF MCE7-10.-15AB16030 DATE 10/01/14 X. TOT, LD, X. SPACING 010141 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. uh s 46 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Reinforcing Member Gable Truss Gable vertical length greater than 48' 'L' ar 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail far minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overtopped plates to span the web. Exnmplej 2X4 2x4 2XG Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nails at 4' o,c. plus (4) nails In the top and bottom chords. Toenalled Nalls- 10d Common (0.148'x3',min) Toenails at 4' o,c. plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015053014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCI01014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12050ENC101014, A14030ENCI01014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOLO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - (Ir - 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 Y. MWARNDNIBes READ AND FOLLOW ALL MOTES [IN THIS DRAWING! KEDVMUANTu FURNISH THIS DRAWING TO ALL CONTRACTORS IICLIIDDG THE INSTALLERS. �pia�etrpr� REF LET -IN VERT DATE 10/O1/14 follow She icSe emron of`HaCrsl mg in aComporontl so yppinfgornntlon�ny TPland bnyntl SBCA)pefo� mf.iy ��,"'00-94"t rcctUr �BCSL nl ssl`as these to �e, top aveproperlylers rl�uciu eal pshe hlnpnSM. bottom `!. notedbotherr chords attached I chord shall have a Locations for lateral restraint of r - DRWG GBLLETIN1014 /7���1\ (7� properly attached rl0ld ceiWip. shown permanent robs shall Fnve hrncb�p installed per BGSI sections 33, B7 or HSO, s applicable. Apply plates to each fanp9i /Q i I r\\ I I of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to droofts STATE b'S �y�1s ttyttam.=®�,� ll—Li u v 16DA-z far standard plate positions. AN fTW COMPANY Alpine, a division of ITW Bule�p Components firoup Inc. shall not be responsible far on deviation iron this drawlnD, any falure to bulld the truss In corlfornance with ANSI/TPI I, or for RnndteiR, swppblR, `tfiiNALti�'� ene, Installation L bracingof trusms, mo�sstamsesi� mnstwssssm MAX, TAT, LD. 60 PSF A seal on thk drowlrp or cover pope Isthp this n. The, Indicates acceptance of professional s'.nclluty mltly faotin ryown use of this tta.rg nr ng •�•-+ -.. DUR, FAC, ANY 13389Lakefront OtNe Werrip NandSI far any str e b ttr respanbLky of iTwr DuldFq Deslprrr per MiSLTP1 I Seel. f the Tessier per SPACING 24,0' Earth y,M063645 For more InfWmatlon so. this Job's general notes ppaagBoo and these web skim,MAX, ALPI�IE� www.nl Vlekw.conl TPD www, Instorgl SBCIU wwwsbclndus4 Lary 1CC. wwwJccsafv.orp W04, Min. W1.5X3 2x4 Chords W3X4, Min. � Hip Frame, 'R' Hip frame stops a plumb cut of jacks to maintain pitch continuity. X Hipp Frame Details B Hip Frame 24 � Common T yp., - Tr es Stepped Hip System Trusses 2k4 Purlins Setback n e #i Hip Pitched and Sheathed Chord Area Hip Frame.w. --:-_--= --- �� B Bottorff .Chord o- Attach hip frame to flat chords of stepped hips W3X4, Min. at all overlapping points with (2) C.131'x3,5' nails - Bottom chord of hip. frame to be attached to #1 hip with 0,131N3,5' nails R 6'' o.c, Maximum spacing, Hip Frame _Section B-B x 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. ip purlins must be intact and property attached. Ems-- Setback -}-�= Stepped us System Trusses Use this detail for, 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 'top. ASCE 7-05, 140 mph, 30, ,Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 14'0 mph, 30' Mean Wgt� Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Structure dnels must be properly attached directly Residential, Wind. TC DL=4i2 psf, Kzt=1.00 To hiodf $� ��! itr;rlins, ■w$tPOiTANTww FUOUSH THIS MAMING TG ALL aPaRACTM WLUIIM6 THE INSTALLERS. Trusses rep,ire ewtrene wren fahrlcatng, hamAtng, sNppinB, MstatUng. ¢rd br¢cng. ReFer to and fodow the, latest -edition of sell <BuUdhg coup---t safety Infor—tlon, y TP[ and SBCN for safety pructkes prlw to perforieing these Functbns. InsteUars slinil prevId `tenpor¢ry IirnCng, 9111t. er $CSI. . Unless noted otherwise, top chord. shalt have property-¢ttnchetl structurot sheathne and hotton. eho ball hav'¢ a propaNY attached Hold ceNrp. Locations shown For, Pern¢nent lateral restraint of webs ��� shnll hove brocbg nstolted pan BLSt soctlan5 $3 : W ar 210,-¢s ap ahle. Appty" plot- to. each Feci1 O of Crass and position as shown above and an the Joint $etals, ess noted ott Me. Refer to drnrhps 160A-2 for stnndnrd plate positbn,. LTiM.�tilpi%i1 Alpine. ¢ divisbn of IN $u6dW Conp-mts Group Inc. shall not be responskle for any deviatlon fri Ohio drawing ony failure to build the truss h conforhance with ANSI/TPI L or for tinndling, shipping. nstall¢tlon L fraUng oP trusses. A -seat on HMs drawing a. rover pa listing tills-drawhg, Indicates accaptonu of professional englneereg �ccssppoensUilU�.Iv,,�solely for the design sham The sultslAitY end use of this droving 13389 Laket'ronl D Ne For o-Y structurrt is ^"` respo-20ty oP the &A.dng 0 ' per ANSI/TPI 1 SecG2. Earth City, MO 63045 For norp inforn¢Han see this job's gonerot notes page araf these web sites. ALPINE—01eneltw.cov V11 en.tpnst:orgl S$CA. nwsbciltlust,'yargl ICE wwwlccs¢Foarg -IV - N SAEOF EF HIP FRAME ATE 10/01/14 RWG HIPFR1801014 Valley Detoail - ASCE 7-10: 160' mph, 3'0' Mean. Height, Enclosed, Exp. C, Kzt=1-.r00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2.x4 SP ##2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF#1/#2, DF=L. #2 or better, )iK Attach each valley to every supporting truss withl (2) 16d. box (0+135' x 3,5') naps toe=nailed for ASCE 7=10 160 mph, 3W Mean .Height, Enclosed Building, Exp, C, Wind TC DL=S psf,. Kzt 1.00 Or ASCE 7-10 140 'mph, 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom, chord. May be square or pitched cut as shown, Valleys short enough to be cut, as solid triangular members from a single 2x6, or larger as required,. shad be, permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max (� 2X4 / 7Z4 �-- 8-0-0 Max 4X4 Unless specified. otherwise .ori engiheer's: seated design, for vertical valley webs taller than 7-Z apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better,attached with 10d box <0;128' x 3.0') nails at 6'` o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral .Restraint applied at Mid=length of web is permitted with- diagonal bracing as shown in DRWG _BRCLBANC1014. Top chord of truss beneath valley set must be braced with) property attached, rated sheathing applied: prior to valley truss Ihstallatiom 0'r PurUns at 24' ;o,c, or as otherwise specified on engineer's seated design Or By valley trusses used in lieu of purlin spdcing as specified on Engineer's seate.d'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 tong as the. vertical height does not exceed 14'-01, Pitched Cut Bottom Chord' IL Valley t oe-nailed s* Square Cut Bottom Chord Vat 2X4 4X4 Stubbed Valley 0ptiondt 'Hip End Detail Joint Detail 12�. vi n•t T I r• u r 12 Max, (—. t 2. ° o, X3 U Set 1X3 6--0--0 �i�� a 4 5X4 3 (Max Spacing> 2X;4 iX3 1X3 SQp Common T usses 20-0-0 (++) c Partial, Framing . at_ 2. o,c. Plan Supporting trusses at 24' o,c, maximum spacing. .. _ .. tslatT}afiui�tr{B, r.vA;emmm 'PjrAn AND,M-Lov ALL antra ei Tws nuvn a ' i 4�, ,,, TC LL 30 30 40PSF REF VALLEY DETAIL -WORTANTrrs. FIML44 ,THIS ➢RAVING TO ALL CGNTRACTEIM D CIlJDM INC WTAUMM. `�> rJ Trusass regWr. extrene cwe In fotirkat7rgt,,Fgndlb,g, shipping, lnstatWg and OrWng Refer to ord 1 ^C :DL 20 15 7PSF DATE 10/Oi/2014 Fdtoe the latest edltkn. of gCSI CRutdhg Ccnppnent safety Infornation, by TPI and SHCA? for safety ` .. prontices prior to perForn2ng these Function¢. instngers shop provide'te,pprnry brncJng per HCST: UMesa notes ctlterwite, top chord 'shall havi properly tt ched atructu.�ai'sheothirtg and bottati:chord .,,+ `,' ; DL 10 10 10 PSF DRWG VAL160101014 �- Shalt haven Properly attached rippld ceiGn& locations sh. n £nr perrinnent' taternl restrWnt of Webs t` '" r d ��. 4hnll Have braMg hstn , per SCSI secd - the J r gm; ns cppQcobte. .Apply Pintas. to each face BC LL 0 0 - 0 PSF O Re trus0. and position as-s.Oen nM- PL . the .Joint Detnda, unlese noted otherNse. Y� R¢Fer to Oro.ings SGOA-Z £or standard piote PositWns. Atpl e, a dWWO. of Tfv 8uudng'Conpo enta Gra Inc, shag rat be "a ponslot. for any danotbn fro t TAT, LD. 60 55 57PSF AN fiWODMPANY this draeMg, any fniture-to bu0.tl the truss in eonFornnnce rith ANSI/TPI L br for ""Q,, ahlpping, 9,i�, I �� inatetiatian & bracing Of trusses.- A seal on this dr.ehg. or rover page Hwang tW dra.ing, hdcates acceptance Of ProfWdW%l edgheer 're soteTY fro. design sho The suitib0.ity nod use Of Ards dmpbv s�%'< BUR-.FAC.1.2S/1,33 1.15 t.IS 133BR Laietroni Ddvi For. ony-resporu00.tty OF the "a" ➢calp— per ANSL791 1 SeeE %, day�"{{''' - 7 7 ,tiwq^" Eznh C;ky, M06304b for pore WO -Odor see thls Job's general notes oe and these Web slier it ` i� "`�^�^"�y,.+fl' ��` SPACIi��G. 2..4,0' ALPI_AIP0.',eltN,ceni TPI, eW-Aposto,gl. SBCA, we. uStry.orgi ICp •eelecsnCe.Org /i i,f � , v .. .. .. .. •i,,3tf o till i t'icf. a 1 Ar iggyback Detail - ASCE 7-10160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 16o-. mph. Lund, 30.00 Pt Mean Hgt, ASCE 7-10, Enclosed Bidg located anywhere In roof,, Exp C, Wind' DL= 5,0 psf (min),. Kzt=1.0, Or 1.40 mph' wind, 30;00 ft Mean Mgt, ASCE .7-10, Enclosed B Bldg. located 'anywhere In roof; Exp %, wind DL- 5.0 psf (min), Kat=1.0. Note- Top chords of trusses supporting .piggyback cap: trusses must be adequately braced by sheathing or purtins. The building Engineer .of Record shall 'Provide dlagonal bracing or any other suitable anchorage to. permanently restrain, purtlns; and laterat bracing foir out of plane loads over gable ends,. Maximum truss spacing- 1s 24' o.c, -detall.-Is not, applicable if cap supports additlonol, toads such as cupola, steeple, chimney or drag strut loads. Deto:il A i Pur'lin Spacing. 24" ia,c, or less Up to Lop.Chord Scab. (Typical Each End)'. Ftat top chord purtins: required at both ends :and at 24' nax o,c. spacing, :In between, DetaR B , Purlin Spacing > 24' o,c, Piggyback cap truss slant nailed to att `top chord purtin brc.ci..tj� with (2), -16d box malls (0.135'051). and secure top. chord with 2x4 #3, grade scab (1 slde only at each end) attached with, 2 rows .of 10d, box malls (0,128'x3'> at .4' o.c. 12 Attach purtin-bracing to the flat top chord using a. minimum of 0) 16d box nalfs (0.135'k3.51). Up to 12 724 lin Spacing > ' .o,c. max To Chard Scab (7 Fult Fiat top chord quired at p ypical Each End) Chordboth ends, purtinpg > 24' oz, Depth Note, if purllns'or sheathing .are notspecified on the flat top of the base truss, purtins rust be installed .at 24' o,c. max, and use Detail A. aalts{f4ijjjjf :.ArARNDliia READ AND fOJl.DV ALL NOTES ON TNIS D1tAYDtCN,3.,... f -- WMTANT= MNISH TIfIS'DRAVING TO ALL CONTRAMRS INCLUDING TILE INSTALLERS�V Trusses require. ewtrene care In fnbricottng, handUng, shipping, instotllng and t+rochg, Refer to end- fotlav the Intest edition of BSI <BuAFenp COnponent:Sofety D:fornatlart,. by TPI Ond SBCA) for saFety- ty`iJMn%t1 prnetknmg es pwar to frmctlons. Install ers sMU; provido tenporory bracing per BCSL VV� ess �notad otherwise, top chord hatt have properly attached structural snea Hag end botton chord IV_ r omit have a properly attochetl HoldwlUng Locotlons sham for pernanent lateral regiralnt of webs f, d PI omit have bracing ion . s per III cectlons the' 87 or 81a lci url gz no Apoty plates to each Pace ,I aF truss nd bracing do as, shoe' above and on 1)3, B O or 1110, 4 ; unless le. A btherwtae. L: e ReFer to drawings f60MZ For stnMortl plate positions. ' Alpine, o division of ITV DuAdn,g Components Group Inu shall,nyt: be respdn5ifite for any devfatahtppinglon, from ' AFI.tTbyC7dMf3AMY this drawing, any F.Awe to bAd the truss in conPorwonce 41th ANSVfTPI 3, or for handdng; , D bistaltatlon 1. bracing of trusses, , A seat om this din h2 or" cover page Usting this drawing, indicates acceptance of' professbrmt. englnevrgfg resparAltyy sdety for the ,da9tp�n¢: aitovrt. The sWtabiUty, and use. of Skis droving W; 13389 Lakefront Drive for any struattreo the Orosporuitdllty rnwfth see this fib, � Pars general notes ANSI end theseTPI Sw b stkes, Earle City. M0836t5 For AiPINO Y.vmtptnelteconl TPI, rrwtpingt.org SECAa vvvsbc1ndu9trY.org1 IM rvv.kesafeorg Piggyback captruss .slant nailed to atl 'top .chord purtin bracing with (2) 16d box nails (0135'xa5'>1 and secure top chord with 2x4 0 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3'> at 4' oz. Attach. purlin bracing to the flat top chord using (2) 16d box nails 0.135'x3.5'). The top chord,#3 grade 2x4 scab may be replaced With either of the fottowingi 0) 3X8 TrULox plate attached with (8) 0;t2o'xir375' malts, (4) Into cap TIC & C4) Into base, truss TO or ; V 28PB wave' piggyback plate plated to the piggyback truss TC and ntt'ched_to the base truss TC with (4) 0.120'xL375' nails. Notes Nailing thru holes of wave, plate Is acceptable. r In addition; provide connection with one of the following methods- Trutox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord... members, Attach to each face @ 8' o.c. with (4) 0,120'xi,375' nails Into cap bottom chord and (45 In, base truss top chord: 'Trulox plates nay;be staggered 4 o.c. front to back, faces. APA Rated Gusset 8'x8NVIG (min) APA rated sheathingg ggussets (each :face)' Attach a 8' o:c. with (8). 6d common (0.113'x2'>,- nails. per gusset, '<4)1n cap bottom chord and. base truss top chord. Gussets may be staggered• 4' o,c. front to back faces. 2x4 Vertical Scabs. 2x4 SPF #2, full chord depth scabs (each face)i Attach @ 8' o c. with (6) 10d box nails (0.128'x7) pper scab, 0) In cap bottom choral and (3) in base truss top chord. Scabs nay be. staggered 4' o.c.. front' to back, faces, 28PB,Vove.Plggyback Plate One 28P8 11 wave plggyback pta"te to each. face ea 8' oic. Attach £eeth to piggyback .at time 'of fabrication. Attach to supporting truss with. (4) 0.120'X1.375' nafls per face per ply, Piggyback plates may be staggered 4' o.c.. front to back faces; 24V 10 BACK 4 CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) is specified on n truss design: but an alternative web reinforcement method is desired. Notes: This detail Is: only applicable for changing the specified, CLR shown on single ply seated designs to T=reinforcement or L-reinforecement or, scab reinforcement. Atternative' reinforcement "specified in chart below may be conservat_ve.. For minimum alternativ. e reinforcement, re -run design., with appropriate reinforcement type. Web Member Specified CLR Alternative ReinforeceMent Size Restraint T- or L- Reinf. Seab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 24 or 2x4 2 rows 2x6' 2-2x4 -2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 '2-2x460 2x8 1 row 2x6 172x8 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 seated design: S0 Center scab on wide face of web. Apply <1) scab to each face. of web.. T-Rein•Forcement or L=Reinf orcerlentl Apply to either side of web narrow face. Attach with, i0d. <0,128'x3.0',min) nails at 6' o,c. Reinforcing' member .Is a Minimum 807 of web member length. Scab Reinforcement, Apply scab(s) to wide face of web. No' more. than. <1i scab per face, Attach with 10d (0,128'x3.0',min) naits at 6' o.c, Reinforcing Member Is a minimum 80% of web member length. T-Reinf, or L=Relrif. SCdb . —VARNM N REAM AND FOUXV ALL NOTO ON THIS TLCAVMO ■-OvmtmT> FURNISH nas DRAWING TO ALL CONTRACTORS D1C1 OING.TIC INSTALLERS v.�' v L jt Z+ +++ TC LL PSF REF _CLR Subst. Trusses regWre ex 1 care In fabi^kat(nB• han1 1 sWppTng, ,,lot land br 'Refer to fotlor tr,e tntost etlttron oFHCSt (BUGtlingCamponeitt Sofety Dlfarn¢tlon; by TP[anAS_:for c¢f•ty. ior to perforneiD these funetbns. instillers sMnll provide teiporary broUn6 Per ECSL prnctices —,-,Pe" `7 ` .+` �,V+y -!✓ '�� TG DL PSF _ -DATE 10101/14 DRWG. BRCLBSUB1014 " Untess noted tre; top chvrtl sMlt.hnve property attnched structural sheaiVilng. button chard shalt hove a properly, nttachetl; Wgltl ce7tln0•. Loc¢tloi�s shorn fa- pernnneni lat¢rnt restraint oP reas `�� DL PSF m � shall hove brndn0 histnlled par' BCSI secilans B3, BT ar BI., as cppDcoble.. Apply pl¢tes - a.- face �. Q ��� aF tnus¢ nntl poc7ttan ne shorn nbove and on the Joint DeWss, uMess noted otherrise. Refer to dmrtrfps I6Wt-Z'for stondard plate positbns, 7t� BC LL PSF Alpine, 8uitd(n0 C¢nponents Group Inc. be for dev7atbn' +1N r WCOMPANY n dlvlsiorc of ITV shn{t e»t responsible arty. fron tfis d nrinp, ¢ny fW{uee to tiu&d the truss et confvrnnnce rift ANSVTPI 1, ar far hnndinD, sWppng, � � f'i � �� 0T,. LD. PSF hstnRatWn 6 6rndng oF' trusses. A sent an tfits dradng or cover pnpe lfsttnq this drarhg, er8c¢tes ncceptorKe oP professiwmt en9heer�p respanslbRlty solely far u,e desl9n shorn The sultabAlty and use pF thLs drofhg s � �� �) t� Q rt �y � _. - .... . . DUR. FAC. t3309 La+e!ioni Drve For any }s ructwe Is the responsS�Gity of the BA*d R Designer per ANS7/TPI 1 Sec2. 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's Aip4a,4 Au)o uo,4 aa.4ni703nuow ssn,4 aui � oo}uo0 'pamopo a:�o ssnil. Aad s>joaaq oM3. upNi aaow ou puo lauod paouo .a,ad >ioa.lq auo unua. aaow oil s Aaojwau ua>ioag 9x2 .ao tx2, LgIm sassnai Ajd al6uIs AOJ lao pilun sl u6lsap slut aagwaw qam Ao paou:3 ua>lo.aq. Nilm ssnai v ao3 salpdaa saljpads 6ulmoap s!ul ua>{ojff Jo pa>jD)oJ3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS _4' 0• GC MAX. LENGTH TGTRIM ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM., THIS DETAIL,. - USE #2 OR -BETTER 0450f FOR MS.0 MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <960f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE. VERTICALS AT 4'-0' O.C. , MAX., OR SEE" NEXT OPTION. - IF FALSE FRAME CHORD 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). x APPLY REQUIRED BRACING <SEE BELOW). - OPTIONAL PLANT SHELF ,MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLA.TERAL 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 T0. 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 3RACING FOR THE STRUCTURAL BOTTOM CHORD '<MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT IO'-'O' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (1 P9 N C AN.frW COMPANY 13389 Lakefront Ddve Earth Cily, MO 63045 Trusses requlro c.trene Ito. the latest' edtkc o, Actkes prior to perforr lei. anted atheMlse; to, AU have a orooerly ottn per, BCST secticns H3; B7 or BIB,: w *" abaw and on the Job1t Betties, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB C❑NFIGURA.TION FOR 24' O.C. MAX. SPACING AND,IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FOR- 1. STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP 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, WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION GE MODIFICATION. ES INVOLVENOT CHANGING LOAN CONDITIONS OR SUPPORT C❑NDITIONBRACINGREQUIRMES ON LOCATIONS II - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN; PLATES AT EACH ,END OF EACH VERTICAL WEB. :ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). - 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 OFEACH 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^ @ 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED, VERTICALS MAY BE JOINED BY <2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0.120') x1.375' NAILS INTO. EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS),. dF 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), nt of eebs each face 1. 'Ime. a dvtsbn of 1TV BWlmng Canponents Grote Inc, sh.0 mt Mbe rosponsl6le for anyy d-MAloh f drawing ny fall— to bdid the truss N canfornance eKh ANS[/TPI I. or for hantll4�g. sHp*g, dtotton 6 bracing of trusses. seal on tlds drawing r cover pa fisting tHs drawing. 4ldcntes occeptoeice ,of professbrml �eerNo esponsh9t4y safely fr the Jislgn shots The sWtnbAltyAliSand use of this droe4fg any st Is the raspmsbelty of the• 8�eprV Beslgncr.,per 1/iPS I Sect For acre lnforn Von .see thts job's general notes page and the.eVeb sites._ SUfEOF k 0R1Cs� EF BC FILLER ATE10/01/14 RWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05. 120 Mph :wind, CAT II, EXP C, ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30,00 -Pt Mean hot, 'located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt. = 1.00, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, sate grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top "chord with 10d box (0,128'x3,0', min) naps 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, NOTEi Add 210# uplift (Max.) to reported truss -uplift for wall connections, .VMN11tfi91. RM MD FMWW Au- MM g8 TNIS aRAVRiq --WMTAK tvpruse TM DRAVW m"c3RttRACMRs Itd1MM THE-WTNJJMs Trusses rwWlre extreme care in fobrkatina, handling, shipping, bAWWOng and bra Refer to and �,• :i •,/ •, �. t-GR� �!� '�. CjG.sYg' TOTAL TOP CHORD LOAD NOT TO REF 2X4 SCAB O,H, . DATE 10/Ol/14 folio. the Latest edition of aCS1 ®u4dine'=ament,Safety lnformtlon, by TPI and SgCA) for safety. �` �,\ CC es % EXCEED 40 PSF DRWG 'OHSCB2X41014 y UM ss _ d prior t' pp �h`"ra hmL ti e ora`"petv` f��1 �w °t �i wgnn goito�`�ard shall Yiow a properly attached Ngld ceNnl). Locattorss shorn far'pern t lateral restraint of ebs shall bracing instated or litp, as nppppp((lcable. Apply to each face ab— sections SS, `�� No ~ (DEAD. PLUS LIVE? (� d ��� per plates of in+ss and position as-shpm obove and on the Jobit 9etriee, urtes5 motet! otherelse.` us. P.-I J Refer _ AN RW COMPANY to drastnos 16DA-Z far st-dord plate positions. Atphe, . &,Won of ITtl Miw o components Group. Inv shrill not be responsible for any deNntlon from tNs droving y foM1ure to bdtd the truss in conformance vtth ANS[/TP3 1, or fa hnndUna sh pp nq, S ATE �%+� .Q Q �N • butoUatbn 6 bracMa of'trusces. - A seat m this dra.ing or lover Page listing this deo ft; In,Lca4s accep4ance of professlormt .£moor awry` sg r0troct t: %,sotetyespoi r, tth of 1pn st v& the sw %ty d use of & droevio the gWlt4,{f designer pppcoorgg AHSLTP3 I: Sect, y ('� �p P,�i�oe� DUR, FAC, 1.15/1.25 SPACING 24" Drive Earth Cit), Mo 63Do5 Eadh City, \� 'fd'Pf/�tl �"`!•� t� molpinelte.conr TPlai.? tFinstorgf SgCA, rn.tbc4,dustryorgf�t:Cy+r.Jeesafo:ora End Jack (EJ) EJ w Q0. 1l 2 —=(2) IVARIES OPTIONAL 16d TOE NAILS SCISSORS BOTTOM CORD b iv cycled Jack (BJ) E' _ 'm w (2) 16d TOE NAILS m CONNECTION DETAIL 8-0-0 MAX. SPAN (BJ) _= ,. (2) 16d GUN NAILS m FOR EACH LOCATION TYPICAL, END JACK EJ ( - SHOWN TOP & BOTTOM N:T.S. cm�G� 2x4 SYP Nailer 16" Long ott 6''0' MAX. P.1 G Top. & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT NX.S. OPTIONAL WEB CONnGURATION A I 12 uARiEs �% --(4) 16d NAILS See Connection. 'Detail 12 vARIES (4) 16d NAILS See Connection Detail �_ OPTIONAL WEB CONFlGURAnON / I ( 11-3-12' MAX, SPAN TYPICAL CORNER JACK (CJ) N.T.S: TYPICAL CORNED SET INSTALLATION TILE SHINGLES: TOP LIVE LOAD-[ 20 20 TOP, DEAD LOADi 15 7 8OTTOM .DEAD LbAD: 10 10 TOTAL '1 45 37 STRESS JINC. 1:25 1.25 WIND DESIGN: MAX.160 MPH PER ASCE 7-10 MA24" O.C. `*WARNING;' Read & F81low all notes on this, drawing. Furnish this drawing to all contractors including the installers. Y eA —(4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. ���t,a;Ia>ieodro�� MANUEL MARTINEZ, P:E: FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 ° STATE OF °14/Z �s OR I OdedAA49i eA —(4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. ���t,a;Ia>ieodro�� MANUEL MARTINEZ, P:E: FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 ° STATE OF °14/Z �s OR I OdedAA49i