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Home My WebLink AboutTRUSS 10-29-18to 7 RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponenrs, EEC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00027 Printed: Fri, Sep 7 2018 ✓oo Cus ►nrormar►on: vmerName. Address: �� Creekside Lot 27 ECR Name and License Number: DR Orton 8613 Cobblestone Dr BY - Des ' ption: /Y City, State, zip: I+ _®11(��1 / u e ofit Lucie 4E B Hayden-2601 "H" OL e `S7 r Fort Pierce, FL j ading Information: Floor Loads: Roo (Loads: TC I ve., I TC Dead: I BC Live: I BC Dead: TC Llve: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bid Code: Wind Sid: Wind Speed., Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 I I Residential - CAT II C MWFRC & C&C w1M Pag' s or sheets covered by this seal from: 1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO ' # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 AS 6 A6 7 A7 8 A8 9 A9 10 81 11 B2 12 B3 3 C1 14 Bill 15 BJ3 16 BJ3L 7 BJ5 18 BJ5A 19 13J51- 20 EJ7 EJ7L 22 CH 23 MV1 24 MV2 5 MV3 26 4C1 27 4C2 28 413,11 9 413,13 30 48,15 31 4EJ 32 4EJ3 13 4EJ6 34 4CJ3 35 4CJ7 36 FT1 17 FT2 38 FT3 39 F174 40 FT5 1 FT6 42 FT7 43 FT8 400165OF 186E 1E 1089 9A 911F 8D 89 SS F7 'This drawing has beemaectronically,:signed and sealed. by Manuel Martinez,. P.E-(R.'11a iWJi2i on tine-date shot4n above using a StiA-1autbernicationcode., Painted copies 'at itbi doanaet. are not considered signed and sealed and:, the SHAH airthentication code must be verNietl odany;ele¢ronic copies. Page 1 of 1 i Digitally signed by Manuel Martinez DN: c=US, o=M AND E ASSOCIATES f$.. PA., ou=M AND E ASSOCIATES PA, 7182 "cn=Manuel Martinez, 0:9:234Z4200300.100.1.1=Ao109690 0006'604798E2190000AS17 Date: 2018.09.10 08:02:10.04'00' RECEIVED Permitting Department St. Lucie County II r Job Numher: 36CS00027 Ply: 1 SEQN: 6841811 T2 /HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al Wgt: 226.8 lbs .. / ... 09/07/2018 N r @4X6 77"11 gN� 2 14'10"2 183"4 21'4"12 24'9"14 31'5"13 2' "5 39'6" 77"11 B"6 6'8" 3'5"2 } 3'1"8 3'5"2 ".1, 77"l1 Za5X6 IVX4 ai X6 =3X4 �3X4 m3X8 ; X4 �4X6 1&4 SEAT PLATE REQ. 39'8" N V 00 LIVI"'14 I SEAT PLATE REQ. T5"15 4'6"1 26"10 3'8"10 111"12 3'10"6 2'6"10 46"1 7'5"15 1� T5"15 12 14'6"1 18'3"4 21'3" 25't"6 27'8" 32'2"1 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 D Des d:: Mean Height: 22.09 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# I Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA VERT(LL): 0.207 Q 999 240 VERT(TL): 0.563 Q 999 180 HORZ(LL): 0.079 M - - HORZ(TL): 0.148 M - - Creep Factor. 2.0 B 1550 / 786 / 866 1- / 304 / 6.0 K 1550 / 786 1866 1- / - /6.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.556 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.602 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.817 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Chords Tens. Comp. Plate Type(s): -Comp. VIEW Ver: 17.02.02.1208.15 i A - B 23 0 G - H 1505 -2092 WAVE B - C 1949 - 3186 H -1 1646 - 2495 C - D 1623 -2508 I - J 1623 -2507 D - E 1647 -2496 J - K 1950 -3186 E-F 1513 -2102 K-L3 0 F - G 1432 -1893 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B- T 2876 -1654 P- O 2 T- S 2872 -1654 O- N 2 Sti1 i1i8#'!#t}rA S- R 2872 -1654 N- M 2 3,, j'#4# R- Q Q-P 2226 -1222 1889 M- K 2 *** -976 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Te T-C 294 -15 P-G STATEOF C- R 486 -693 P- H dw R-E 450 -210 H-O 4 0 R.%1D..' 4�p E - Q 516 - 688 O - J F-P -186 J-M 19393 SERIAL# 400165OF106E1E10899A911F 8D995SF7 '1brs,draviing•has been.etectronically,signed_and sealed by 'Mxnud'Mait!nes,P.E•iFL llc 47182) ou the date -shown ,aEove using 6 SHA4 aothenticatidn.wde. t trMed'coD!ed.;of this rtouimem: aie oot{[oasidered. si¢tietl and seated amt-the SHA-14ulhedrtotioocode gust be veMietl dn�any ekctianie [opies: *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT_ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building I Safety. Information, by TPI ang'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingp installed per SCSI sections B3, B7 or p10, le. Apply plates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to a division of ivi i,ortorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability -1249 -1681 -1681 -1681 -448 -682 -207 -6 4 -17 -A, 4 7 [1 F4E Nu ber: 36CS00027 Ply: 1 SEQN: 6841751 T8 / HIPS Bayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW:ss bel: A2 Wgt:226.8lbs .. / ... 09/07/2018 i 1 l 7T12 "3 14'10"2 1T yy 228" _i_24'9"1tl 31'S"13 y2'P"4 39'8" J f' 77"12 67'15 2'1"14r 5'B" ' r 2'1"14f 67°15 7'7"12 g55X8 ZZ5X6 F G 503X4E H '33X4 12 5 S4X6 04X6 C D (a) I J g3X4 ta3X4 i� =4X6(A2) 8 K=4L6(A2) AA 18'1°14 T S R Q P O N M 1112X4 =H0308 =3X4 =3X4 !93X8 =3X4 =H0308 102X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' r1' T6° 4'6' ZVIt 2'16 56"4 27'2 2'6"10 4'6' 7396°" 1, 7'6" 12' 14'6'1, 22'6"4 25'1"6 27'8" 32'2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.0I Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.221 Q 999 240 B 1598 1787 1872 / - / 286 / 8.0 13CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.582 Q 999 180 K 1592 1787 / 872 / - / - / 8.0 BCDL 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.084 M - - Wind reactions based on MWFRS Des Ld 37.00 EXP: C HORZ L 0.153 M - - R )� B Min Br Width Re 1.9 9 q = NCBC �L: 10.00 Mean Height: 21.83 ft Code / Misc Criteria Creep Factor. 2.0 K Min Big Width Re 1.9 9 q Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.607 Bearings B & K require a seat plate. Spaci '6: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.817 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 1617 -2320 Lumber B - C 1978 -3307 H - 1 1679 -2600 C - D 1656 -2628 I - J 1656 -2613 To chord P Bot c 2x4 SP #1 ord 2x4 SP #1 D- E 1679 -2615 J- K 1978 -3292 Webs(Ix4SP#3 E-F 1627 -2K-L 23 0 121 F - G 1519519 -2121 Braci fig (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) memqer. Or lx4' r" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web inmber. Same species & SRB grade or better, g - T 2987 -1689 P - O 2324 -1277"x2.5",min.)nails attacl{�d with Bd Box or Gun (0.113 6" c. T - S 2983 -1688 O - N 2970 -1715 tt�� S - R 2983 -1688 N - M 2970 -1715 Load g;1� R - Q 2338 -1251 M - K 2974 -1715 Truss,�assed chord check for 20 psf additional bottom we load in areas with 42"-high x 24"-wide�"wg*�'«� s>a».A�r�>yM Q P 2134 -1085 clear ce. o 0471182, Maximum Web Forces Per Ply (Ibs) :, Webs Tens.Comp. Webs Tens. Comp_ Wind ., ». Member design based on both MWFRS and C&C. r+• ' T - C 296 -16 P - G 696 -430 em s' TAT OF " C - R 4- P - H 491 - 609 •E w� ;'� '�• F R-E 413 13 -207 207 H-0 412 206 � E - Q 494 - 606 O - J 487 - 695 -0 r ii m Q 728-41699 J - M F _ P286 296 -17 40 0165 OF 186E SE 90 999A 911E 81) 89 SS F7 %This drawing• has been electionicapy,signed agd'sealed<by Manuel, MartNei, P.E..(F61Li6-P7182).on the date shovio -above:usioga SNA-lautherdicationcode. Piloted copiei„df.tbl{ dowmem ate'notconsidefed, signed 'and sealed' imd the SHA-i auth tnthmiiva. code most be vetHieA an anp e!ecttonic,copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TALLERS Trusses require extreme tare n fabric ting, hanndfiinSH THIS W!shippiNG ing, ALL nsta101ing and brae g. Refer to and folloS INCLUDING THE w the latest edition of BCSI (Building Comlibnent Safety Information, by TPI an r7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracir►g per BCSI. Unless noted olherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attE f- rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as, licable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawl 11 gs 160A-Z for standard plate positions. Alpin a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss h conformance with ANSI�PI 1, or for handling shipping, installation and bracing of fiusses.A seal on this drawing or cover page. listin this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and pse of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r le Job Number: 36CS00027 Ply: 1 1 SEQN: 6841771 T71 HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: A3 I Wgt: 207.2 Ibs I .. / ... 09/07/2018 I t` to 1 EE4X6 Sri F T7°11 15' 19'10" } 24'8" } 31'5"13 �2'p"5 39'8" 77"11 69"13 4'10" 4'10" 6'9°13 T7"11 o5XB It2X4 --5X8 E F G 1112X4 224X693X4 en3X8 @3X4m4X6 192X4 SEAT PLATE REQ. SEAT PLATE REQ. t 39,8" T5'15 6'6°1 1' 4'10° 4'10° 1' 66"1 T5"15 1� 7'5"15 14 15 19'10" 24'8" 25' " 32'2"1 3511" - 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 Des Ld: 37.00 Mean Height: 21.41 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "I" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I , Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W B 1550 / 788 1878 / - / 256 / 8.0 Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 Lu: NA Cs: NA VERT(TL): 0.575 F 999 180 J 1550 / 788 / 878 / - /- / 8.11 Snow Duration: NA HORZ(LL): 0.081 L - - Wind reactions based on MWFRS HORZ(TL): 0.150 L - - Creep Factor. 2.0 B Min Brg Width Req = 1.8 J Min Big Width Req = 1.8 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.580 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.620 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.404 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (bs) Chords Tens.Comp. Chords TensComp. Plate Type(s): VIEW Ver: 17-02.02.1208.15 A - B 23 0 F - G 1690� B - C 2018 - 3189 G - H 1679 -2320 - 2465 WAVE C - D 1655 - 2477 H - 1 1655 - 2477 D - E 1679 - 2465 1- J 2017 - 3189 E- F 1690 -2320 J- K 23 0 400165 OF 10 6E 1E 1089 9A 911E BD 89 SS F7 'This, drawing, has; been e1ectrga1capysipedand sealed br Manud Martinez; P.E;(fG tie'S471S2) odibe date si" above using a SHA l:authentka6cn:code. Printed copies,bd this dactineat ateaot;consfdeced' signed pail sealed and the SHA-i''u i acstion. code roust Abe verdied on any electronic coplesa Maximum Bot Chord Forces Per Ply (IpS) Chords Tens.Comp. Chords Tens. I Comp. B- R 2880 -1728 O- N 221,0i -1275 R - Q 2876 -1728 N - M 28761 -1754 Q - P 2876 -1728 M - L 28761 -1754 P - O 2210 -1248 L - J 2880 ! -1754 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 301 -14 O-G i 245, -166 C - P 523 -724 G - N 476 -218 E - P 476 - 218 N - I 6221 - 724 E-O 245 -166 I-L 301 -16 F-O 191 -213 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) for satiPety practices prior to performing these functions. Installers shall provide temposrvry BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly did ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, Sle. ADDiv Dlates to each face of truss and position as shown above and on the Joins Details. unless noted otherwise. (2efer to 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 pa e. _ this drawing indicates acceptance of professfonat engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility ofthe Building Designer perANSI/TPI I Sec.2. S 7 Job Ni 4EHB Truss 36CS00027 1-2601 "H" OL MR Horton /4EHB Hayden-2601 "H" OL A4 77"12 13' 19'10" 77"12 + 5'4"4 - T 6'10" Ply: 1 SEQN: 6841671 T6 / HIPS Qty: 2 FROM: GLM DRW: Wgt:204.4lbs .. / ... 09/07/2018 26'8" 32'D"4 3916" 6.10" + 5'4"4 7'7"12 ;5X8 192X4 =5X8 D E F 1 ll1 X4 SEAT PLATE REQ. i '6fi" 7' 76" 513' s3X4=3X6 a3X8 =3X6=3X4 39'6" 1 1'5'6"" 4 191025'8" 32'2 I I112X4 SEAT PLATE REQ. 1 7 T6" 1� 39'B" Loadin ,I 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# LOG R / U / Rw / Rh / RL / W TCDL: ! 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.230 E 999 240 B 1550 1789 / 879 1- / 226 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.625 E 999 180 H 1550 / 789 / 879 /- /- 18.0 BCDL: 1 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.079 J - - Wind reactions based on MWFRS Des Ld 37.00 - EXP: C HORZ L 0.148 J - - (T) B Min Br Width Re 1.8 g q NCBC : 10.00 Mean Height: 20.99 ft g Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: i 2.00 TCDL: 4.2 psi Bldg Cade: FBC 2017 RES Max TC CSI: 0.603 Bearings B & H are a rigid surface. Load D ration: 125 BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearings B & H require a seat plate. Spacin 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.437 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1927 -2716 B - C 2032 -3163 F - G 1800 -2636 Lumbe be C - D 1800 -2636 G - H 2O31 -3163 To P 2x4 SP #1 D-E 1927-2716 H-1 23 0 Bot cho ld 2x4 SP #1 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Membe design based on both MWFRS and C&C. B - P 2852 -1737 M - L 2377 -1406 P - O 2848 -1737 L - K 2377 -1406 O - N 2377 -1380 K - J 2848 -1763 N - M 2377 -1380 J - H 2852 -1764 fifty► I �'��'�"•*��" .f�� Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens.Comp. , P-C 250 -17 M-F 434 -313 d47162"" C - O 415 -548 F - K 443 -221 y _ D-O 443 -221 K-G 415 -548 a • D-M 434 -313 G-J 250 18 xa S E - M 351 - 401 .:SERIAL# 40 61658F 186E SE 10 89 9A 911E RD 89 SS F7 :This, dtawing�M1as been .elenronicaligsigped,and sealed-.tiy i -Manud Mart!ne4,P.E. 1Ft.',Lic 947182) on tM1e date36ovid above using a 9NA4aulieaticatidn code. VtiMed"coRtes;;of ihis.dowmeM ale nolconsidered sliniii i 'and sealed and the SHA-1'auMerdleatiun mtle moit:,M1e vet8ied on any.el"unic coples. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses egguire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co or n[ Safety Information, bV TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI., Unless noted oThervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appli able. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawing 160A-Z for standard plate positions. Alpine, division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in onformanf wild AXIN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page , listing is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility and u of this gnawing for any structure is the responsibility of the Building Designer per ANSI/T'P11 Sec.2. For more information see this mobs general notes page and these web sites: ALPINE: www.al 'neihv.com; TPI: www.tpinst.orgSBCA wwwsbcindu .coin ICC: www.iocsafe t Job Number: 36CS00027 Ply: 1 SEQN: 684161 / T5 / HIPS 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: A5 Wgt: 204.4 Ibs .. / ... 09/0.7/2018 77°13 11' - 17'1" 21' 228" 2 2.8'8" 32'0"3 39'8" I 77"13 3'4"3 6'1" 3'11" 1'8"1 5'11"4 3-4"3 T7-13 E0SXB =3X4 m3X6 1112X4 __5X8 12 D E F G H T 5� T g 3X4C I S 3X4 M r- �m4X6tA2)B J84K6(A2) 1 18'1"14 II2X4 =3X4 =4X6 =3X4 =0 X8 =4X6 =3X4 111 X4 SEAT PLATE REQ. SEAT PLATE REQ. I 398° L1' 7'6"1 35 5 3' 2'9"8 5'11"4 2'11"4 3' 01 '5"15 1- 7'6"1 11' 14' 16'9°8 22'8"12 25'8" Z8'8" 32'1"15 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.260 G 999 240 B 1550 1790 / 875 / - 1197 / 8.( BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 G 977 180 J 1550 / 790 / 875 I - /- 18.( BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.082 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.153 L - - B Min Brg Width Req = 1.8 NCBCLL: 00 Mean Height: 20.58 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.606 Bearings B & J are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.562 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.511 Maximum Top Chord Forces Per Ply yl Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens GCpi: 0.18 Plate Type(s): i Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 216( Lumber B - C 2052 -3156 G - H 216( C - D 1922 -2790 H - 1 19?. Top chord 2x4 SP #1 D - E 2150 -3098 1- J 205: Bot chord 2x4 SP #1 E-F 2160-3113 J-K Webs 2x4SP#3 Wind Maximum Bot Chord Forces Per Ply (It Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Teits( B - S 2844 -1754 O - N 253 S - R 2840 -1754 N - M 253 R - Q 2534 -1505 M - L 28' tyt1lDi3t Q- P 2534 -1505 L- J 2 VA P - O 3118 -1880 A. Maximum Web Forces Per Ply (Ibs) ffi$, C. Webs Tens.Comp. Webs Te s " S-C 219 -20 G-O C - R 342 - 420 O - H 73 D - R 378 -242 H - MAT D-P 721 -488 M-1 2 �*�' ,� P - E 300 - 330 I - L E-O 102 -98 ;SERIAL # 4001650F 186E1E 10899A91YF BD&955 F? This, drawing has been -.efectroniramy signed and seated; by Manud•Malooa 4 P.E.oL Tit. giiiik) on the date, shoran ,about using a fiklauthentication:coda- Primed 6916 af'th!s duwmeot are nictionsrduied signed and seated and the SttA-i 1su[h6dco6on tode,muit ;be verdred on`any elecirouic copies.' -_ **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'*IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handfin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicab e. Apply plates to each face_ of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer 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 piathge_ listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. -3113 - 3113 -2790 -3156 0 -1530 -1530 -1780 -1781 - 326 -499 -244 -421 -21 For more information see this lob's general notes pace and these web sites: ALPINE: www.alpinenw.com: TPI: wwwApinst.om; SBCA : wwwsbcindustry.com; ICC: www.iccsafe.or Job NuAliber: 36CS00027 4EH13 d layden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Ibel: A6 T 1 I Ply: 1 I SEQN: 684157 / T3 / HIPS Qty: 1 FROM: GLM DRW. Wgt 190.4 Ibs / _.. 4'9"14 + 9' 16'5° 21' 234'1$ 30'8" 3410"2 J _ 398" 1 11-14 4'2"2 7'5" 47° 2.4"12 7'3°4 4'2°2 �'I 4'9°14 m5X8 =3X4 =4X6 1112X4 =5X8 12 D E F G H 0, MANN �hh qh, Q P O N M L =3X4 =4X6 =4X4 m4X10 m4X6 =3X4 09/07/2018 T 6(A2) v I�18'1'14 al i `✓ SEAT PLATE REQ. SEAT PLATE REQ. i 39'8" i LL1' 9' 5' 2'1°8 7'3°4 2'3"4 5' 9' 1' f 9' 14' 16'1° 234"12 25'8° Loadi 9 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.0I Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.339 G 999 240 B 1550 1801 / 867 / - / 167 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.922 G 749 180 J 1550 1801 1867 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.167 L - - Des L 37.00 (T )� Mean Hcight: 20.16 ft B Min Br Width Re 1.8 9 q NCBCI 10.00 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8 Soffit 2.00 BCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.741 BCDL: 5.0 psf Bearings B & J are a rigid surface. Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.706 Bearings B & J require a seat plate. Spaci i : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.950 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 1WAVE I VIEW Ver: 17.02.02.1208.15 A - B 23 0 F - G 2555 -3778 Lumber B - C 2153 -3226 G - H 2555 -3778 'I C - D 2001 -2997 H - I 200D -2996 Top c Ord 2x4 SP #1 Bot ch rd 2x4 SP #1 D - E 2539 -3754 I - J 2153 -3227 Webs x4 SP 93 E - F 2555 -3778 J - K 23 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Memb r design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - Q 2927 -1873 N - M 2736 -1673 Q - P 2737 -1648 M - L 2736 -1673 P - O 2737 -1648 L - J 2928 -1899 ��jikti[Ht3#��y O - N 3784 - 2321 �V 'N.ctf.N""+� ! Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, IC Q$� C-Q 249 -211 G-N 349 -397 D - Q 360 -108 N - H 1174 -778 w D - O 1151 - 760 H - L 363 -109 .9 TAT F * O - E 351 -401 L - I E N 89 251 -213 0 - -64 SERLPkL# 40 0165OF 186E 3E 1089 9A 911E BD 89 SS F7 %This•dtavAng has been kiectronicany,signed and sealed by 'Manuel Martins; RE (Fr: Liu A7182) an the date shout. aboveusing a SHA-1 authentication Code. P!iMediopies: of ;tbis,doiuinem ale iiiit[oasidered signed and teased and, the SHA•1 authentication tole must -be .wer8ied odany electronic copies. ' *'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 Comp enf Safety Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracinger BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections as appijcabla. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. B3, B7 or 810, (2efer to drawin' s 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 professlona engineering responsibility solely for the design shown. this drawing for is the the Building Designer ANSIITPI 1 Sec.2. The suitability and use of any structure responsibility of per For more information see this job's general notes page and these web sties: ALPINE: www.al inedw.com' TPI: www, into - SBCA: www.sbdndu .corn: [CC: vvww.iccsafe.orq I I rr r Job Number: Truss Label -2 10"H" OL /DR Horton /4EHB Hayden-2601 "H" OL I � 231.0 Ibs I FROM: GLM63 / T23 /HIPS I DRW % 091 7/2018 I T 1 12'4"6 T 543"9 21"7 2211 27'3"10 8" 3'8" '4 20"14 2"6 7' 12 m3X4 112X4 m5X6=3X4 =3X4 m6X6 5 C- D TC2 E F G_ H TC3 I T -T =4X16(83) B=4 6(B3) �{ A K 18'1"14 T S R Q P O N M L 112X4 =3XlO=H0710 MMO -3X4 =H0710=3X10 12X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"4 h far- 5'1°2 2'0"1 + +� 5'2"10 3'1"13 5'1"2 6'2"4 1' 6104 11'11"6 22'6°3 25'8° 32'9°12 39' 339 201 8h H fiT3"s 2r27 8"1 NA. 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 Des Ld: 37.00 EXP: C Mean Height: 19.74 f( 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: 3.97 It Loc. from endwali: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 Nadnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bet Chord: 1 Row @12.00" o_c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 pif at 7.00 TC: From 28 plf at 7.00 to 28 pif at 32.67 TC: From 55 plf at 32.67 to 55 pif at 40.67 BC: From 4 pif at -1.00 to , 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 pif at 7.03 to 10 plf at 32.64 BC: From 20 pif at 32.64 to 20 pif at 39.67 BC: From 4 pif at 39.67 to 4 plf at 40.67 TC: 376 lb Cone. Load at 7.03,32.64 TC: 169lb Cone. Load at 9.06,11.06,13.06,15.06 17.06,19.06,20.60,22.60,24.60,26.60,28.60,30.60 BC: 494 lb Conc. Load at 7.03,32.64 BC: 126lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,20.60,22.60,24.60,26.60,28.60, 30.60 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) I ' Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W T 3711 / 2159 1- ! - / - / 8.0 Pf. NA Ce: NA VERT(LL): 0.503 G 938 240 Lu: NA Cs: NA VERT(TL): 1.360 G 507 180 J 3711 / 2159 I - I - l - / 8.0 Snow Duration: NA HORZ(LL): 0.097 L - - Wind reactions based on MWFRS HORZ(TL): 0.180 L - Creep Factor. 2.0 T Min Brg Width Req = 1.9 J Min Brg Width Req = 1.9 Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.508 Bearings T & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.904 Bearings T & J require a seat plate. Rep Factors Used: No Max Web CSI: 0.787 FT/RT:20(0)/10(D) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Ibs) Chords Tens.Comp. Chords Teri's[ Comp. Plate Type(s): VIEW Ver: 17.02.02.1208.16 A- B 11 -9 F- G 3986 B - C 2603 -4465 G - H 3971 -6814 -6793 WAVE, HS C - D 3440 - 5890 H - 1 3449 - 5%8 D - E 3986 -6814 1- J 2603 - 4465 E - F 3986 -6814 J - K fl1 -9 40 t1165 OF 18 6E IE 10 999A 91IF. BD 89 SS F7 jhis, erawing has been ,elettronfcaliy,ploned and scaled;by hlanuei MoMnez, P.E (FL:.11L 411ki ni 'thedate ihovin above using a SHfrlaoNeaticatiancdde. Primed .copies,;otthii Onuimem are nattoMidered. signed °and sealed and, the SHA-Vauthemicuii_on code Masi>be UerifieG an any ekRionic copies. Maximum Bot Chord Forces Per Ply (bs) Chords Tens.Comp. Chords Te s) Comp. B - S 4102 - 2383 O - N 5971 - 3497 S - R 4085 - 2381 N - M 5971 - 3497 R - Q 5973 - 3498 M - L 4086 - 2381 Q - P 5973 - 3498 L - J 41W - 2383 P - O 6823 - 3998 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. S - C 329 -53 G - O 260 -291 C - R 2066 -1212 O - H 952 - 549 R - D 565 -803 H - M 566 -807 D - P 968 - 562 M - 1 2064 -1212 E - P 254 -280 I - L 3f3Q -54 P-G 14 -10 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care. in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building quire Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted dthenvise top chord shall'have properly attached structural sheathing and bottom chord shall have a properly lid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracri installed per BCSI sections 63, B7 or B10, le. ADI Dlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to a division of ITW Buildinp 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 an this drawing or cover pa e_ . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this iawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. e � Job N 4EHB Truss i T 0 T 1-26 10"H" OL /DR Horton /4EHB Hayden-2601 "H" OL I 1 gt1210.0 Ibs FROM: GLM85 / T15 / SPEC I DRW A8 77°12 10,10" 1'10" 18'8"9 22'8" 24'5" 1 30'8" 34'10"2 39'8" 77"12 3'2"4 6'0"9 3'11"7 1'9"1 6'2"5 4'2"2 4'9"14 (3®5XISEz rSRS1 012X4 =4X6 =3X4 6X4 =5X8 1112X4=1-10308 =3X8 =4X4=06 =3X4 SEAT PLATE RE(l SEAT PLATE REQ. .�- 39'8" -1 3'4" 12" 4'8"9 6'0"3 350" 8` 39'8" 1 977'6` 11" 14' 1818"9 4'99 12� 09107/2018 TT Loadin Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSt Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 1 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.352 F 999 240 B 1550 / 788 / 859 / - 1194 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.959 F 720 180 K 1550 / 790 1862 1- / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.091 M - - Wind reactions based on MWFRS Des Ld 37.00 EXP: C HORZ(TL): 0.169 M - - B Min Brg Width Req = 1.8 NCBC : 10.00 Mean Height: 20.54 ft Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 Soffit: li 2.00 TCDL: 4.2 psf BCDL:5.0 sf p BldgCode: FBC 2017 RES Max TC CSI: 0.602 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0,665 Bearings B & K require a seat plate. Load D� ration: 125 MWFRS Parallel Dist: h/2 to h Spacin : 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.769 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 0 G - H 2668 -3869 Lumb .11 B - C 2111 -3158 H - 1 2503 -3623 Top ch rd 2x4 SP #1 C - D 1986 -2792 I - J 2024 -2985 Bot ch d 2x4 SP #1 D - E 1996 -2767 J - K 2186 -3229 Webs 4 SP #3 E - F 2669 -3869 K - L 23 0 F - G 2668 -3869 Wind Memb i, design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2846 -1791 P - O 3659 - 2290 T - S 2842 -1791 O - N 2722 -1691 ittt3fy S - R 3345 -2097 N - M 2722 -1691 �Z� R - O 3348 -2097 M - K 2931 -1931 O - P 3348 -2097 146 Maximum Web Forces Per Ply (Ibs) 1; Webs Tens.Comp. Webs Tens. Comp. T - C 242 -22 F - P 301 -338 ATE OF - C - S 346 -435 P - H 252 -168 'w ; D - S 2018 -1422 H - O 389 -469 - # 4 S - E 1331 -1867 0-1 1070 - 733 E - P 614 - 407 M NJ 265 - 232 + j 4001650F186E1E10994A911f8D8955F7 %This'drewing has been elegiomca8y;sigai sealed by -ManuelMartinez; P.E (L Liu k47162} on the date `shown Am using a SHrrlaathetnizatiaacode. Punted 'capics at this 4owmeirtate,nut.considered sigoed and sealed andthe SHMS'autM1emicatinn. [melt must';be verdad m any elearan¢ copies. _ *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo n[ Safety Information, byy TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 61D, as appli ble. Apply plates to each face of truss and position as shown above and on the JOm Details, unless noted otherwise. (2efer to drawing 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more i %mnation see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloineilw.mm, TPh 4wnv_tninst orn, Si w shrinduslnr min- IM wow irr_cafe nm i t r Job Number: 36CS00027 Ply: 2 SEQN: 686470 / T28 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EH13 Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A9 Wgt: 259.0 Ibs / ... 09/07/2018 5'1IN0 10'10" WS" 18'3°10 21'7"13 25'2"11 28'9"10 32'8" 39'8" 5'10"10 411"6 3'10" 10 3'4"2 3'6"14 3'6°14 3'10"6 T T 12 D 015X6(R) 5 � 68X10 M2X4 E F ? 03X40 o (a) V =4X6A(A7)8 13:t [I T S R Q 1112X4 m6X10 =Ha71a =4X10 T T� ih in K=4 X16(B3) 1 18-1°14 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' 1' 5'8"14 5'12 3'8"4 3'9"6 37"10 3'6"14 3'6"14 3'8.10 6-2"4 1' 10'10" + 14'6"4 + 18'3"1D + 21'11"5+ 25'6"3 + 29'1°2 32'9"12 + 39' F 9 " =7X8 !�4X4 - c6X6 H I (TC-4) J O N M 1=4X4 MH0710 M2X4 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 Udefl U# Loc R / U / Rw / Rh / RL 1 W U 3000 11680 / - / - / - 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.517 P 914 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.399 P 493 180 K 4119 / 2345 / - ! - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.119 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.220 D - - U Min Big Width Req = 1.8 Code / Misc Criteria 0 Noffit: Mean Height: 20.54 it CreepFactor. 2.0 K Min Big Width Req = 2.1 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.616 Bearings U & K are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2014 Max BC CSI: 0.810 Bearings U $ K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.917 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply i(lb GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. I VIEW Ver: 17.02.02.1208.15 A - B 11 -10 G - H 4565 B - C 1944 -3486 H - I 41,67 Wind Duration: 1.60 WAVE, HS Lumber Wind C - D 180 - 3323 I - J 3516 Top chord 2x4 SP #1 :TC3 TC4 2x6 SP #1: Wind loads and reactions based on MWFRS. o Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber DurFac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 21.80 TC: From 28 pif at 21.80 to 28 plf at 32.67 TC: From 55 pif at 32.67 to 55 plf at 40.67 BC: From 4 pif at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 pif at 21.80 BC: From 10 pif at 21.80 to 10 plf at 32.64 BC: From 20 pif at 32.64 to 20 plf at 39.67 BC: From 4 pif at 39.67 to 4 plf at 40.67 TC: 169 lb Conc. Load at 22.60,24.60,26.60,28.60 TC: 162 lb Conc. Load at 30.60 TC: 369 lb Conc. Load at 32.64 BC: 2096 lb Conc. Load at 21.80 BC: 126 lb Conc. Load at 22.60,24.60,26.60,28.60 BC: 124 lb Conc. Load at 30.60 BC: 492 Ib Conc. Load at 32.64 D - E 1860 - 3321 J - K 2Y E - F 4068 - 7234 K - L F - G 4067 - 7233 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords TE B-T 3195 -1774 P-O 7 T- S 3194 -1776 O- N 6 S- R 6033 - 3381 N- M 4 0lYi R- Q Q - P 6035 -3364 8031 - 4537 M- K 4 No 04711132 Maximum Web Forces Per Ply (Ibs) r�k w Webs Tens.Comp. Webs TE t T-C 54 0 G-P "* STATE OF C-S 84 -164 P-H A* �a• "�4 D - S 2407 -1303 H - O > S-E 2089-3714 0-1 1 �•m�+e JONAL P� R E E-Q 58 -39 1518 1= N N-J 2 4tgyf#1ttf* -867 Q - G 613 -1040 J - M SERIAL# F-Q 118 -156 400165OF185E1E10899A911E8D89SSF7 '7M1is• draviing has • bern-.Eletttdnirallysipned and'sealeU•.tiy Manud-tlartine6 P.E. ,(FL. uL,jsiihk!0 on the.date-s6ovin above .using a 4hA4authenticationcode. Ptimed'cepies„of sM1i :4owmeM;aia,not,considered. signed 'aad seated mlithe SRA-1'•autheiAJtWee •code must be `verified odanp electronic Copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS.DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinhandling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anR'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing r�er BCSI.. Unless noted ditherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�iL�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 far handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing indicates acceptance of professions engineeringg 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. -8087 -7355 -6196 -4972 -10 -4218 - 3588 -2588 -2590 -266 -456 - T76 -760 -1131 -1183 -34 Job N 4EHB Truss 1-26 10 H" OL /DR Horton /4EHB Hayden-2601 "H" OL 4 I Qty: 15.0 Ibs FROM: GLM47 ! T21 !HIPS I DRW; BI 5'1"14 9"' 12' 16'6"2 21'8" I' S'1"14 �- 4'6""2 �- 2'4" 4.62 F 61"14 J =4x4 =U4 =5X6 09/0712018 SEAT PLATE REQ. F' + 918" 21'8" 9'9"12 + 1110"4 + 21'8" J . Loadi �6 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.054 1 999 240 B 876 / 405 / 483 I - 1 149 18.0 BCLL: ! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.146 1 999 180 G 812 1369 / 422 / - / - ! - BCDL:! 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des L 37.00 EXP: C HORZ(TL): 0.040 H - - B Min Big Width Req = 1.5 NCBC L: 10.00 Mean Height: 20.30 it Code I Misc Criteria Creep Factor. 2.0 p G Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2D17 RES Max TC CSI: 0.271 Bearing B is a rigid surface. Load 0 ration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.596 Bearing B requires a seat plate. Spacinl I� : 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.201 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. j Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 D - E B - C 1034 -1559 E - F 814 -1083 835 -1218 Lumbe Top cti!Id 2x4 SP #1 C - D 834 -1222 F - G 1048 -1570 Bot chord 2x4 SP #1 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hang e s ! Ties (J) Ha er Support Required, by others B - I 1-3 H - G 1417 891 � 1- H 1078 78 -603 Wind Memb r design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 1 11)l#! C -1 321 -359 H - E 304 189 g „� �� D - I 299 -133 H - F 336 - 379 V'Q i*a D-H 117 -110 400165OF 186E SE 10899A 911F.0D 89 S5 F7 ' "Ibis drawing has•beenetectionitally,signed and ealed:by Minuel. Martuez, P.61FOEic 547182) on the date shovin -above using a St1rEi authentkation code., P�iMediopies_;oi this dowroem aie"iot�[oasrdered sij:neE l;d sealed and the SNA-1 aathenutation, code must, be cet'rfied brcany elearonitcbpier, "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t le. Apply plater to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise_ (2efer to 50A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSIrI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability if this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00027 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: B2 1&4" 5' =4= C Ply: 1 SEQN: 686451 / T34 / HIPS Qty: 1 FROM: GLM DRW: Wgt:89.6lbs I I ... / ... =5X6 D 21'8" 8'4" I 12 5 � it (O - 1-3X4(A1) B E=3X4(A1 a4t A G F 1112X4 =5X6 SEAT PLATE REQ. 21'8" v 8'5"12 4'8"12 &7"8 8'5"12 13'0"8 + 21'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20-00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf.- NA Ce: NA VERT(LL): 0.042 G 999 240 B 876 / 529 / 489 ! - / 132 18.( BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.115 G 999 180 E 812 1480 / 428 ! - /- / - BCDL: 10.00 Risk Category: 11 Snow Duration- NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.035 F - - R) B Min Br Width Re 1.5 g q = NCBCLL: 10.00 Mean Height: 20.02 ft Code / Misc Criteria Creep Factor. 2.0 P E Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES' Max TC CSI: 0.611 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.510 Bearing B requires a seat plate. � Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.107 Maximum Top Chord Forces Per I Ply (11 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chards Tens GCpi: 0.18 Plate Type(s): II Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 C - D 94E Lumber B - C 936 -1419 D - E 93; Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens Hangers / Ties B - G 1238 -759 F - E JJ 124i< G - F 1244 - 760 (J) Hanger Support Required, by others Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens, tfttl0tyy t - -n .• ,. C - G 262 -30 F - D C - F 180 -168 I , '400165OF18661E10899A911F8D89SSF7 This- drawing-has',been .elepronrcapy,sipse ned antl�aled by Ma"nuei Martinez, P.E. ¢L:''Lio 947182) on the date sbovin ,above usinga SHA-1autheatkation:code.. I Piimetl t6pies,ot :tbis'4oament are trot -:considered ,signed '+antl sealed amF the SHA•1':authentinnion code must be csitiedonarNi.dect'raniccopies. R **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r saty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applirable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents 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 oftrusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. �_-�_._ ._._...__.._.. ....., a.......w.................a.," .,.,� e..w s�.�e...er. "ao"- e� on,w• ...,.".. eb,�"uhn rv.m- TPI• .uunu Ininef nmRR(:A• unuw ehrinduNv rnmIl:b uww irr_carn nm i 8 -1256 -1423 - 752 -91 Job NuHI I Ply: 1 SEQN: 686455 ! T18 ! HIPS m x,; 4EHB yden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL � Qty: 1 FROM: GLM DRW: Truss I bet: B3 Wgt:95.21bs / ... 09/07/2018 i 7' 10'10" 21'8" i I' 7' NO! 'f 3'1D" i T 505X8 1112X4 =5X8 C D E T 12 T 5 p =41X6(A2) B Fm4X6(A2) n t l a, A N =sxs r i_18'1"14 912X4 =3x8 SEAT PLATE REQ. 21'8" T1"12 3'8"4 3'6"8 i 7'3"8 i 1 + TV12 + 10'10" + 14'4"8 r 21'8" Loadin10 Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl L!# Loc R /, U / Rw / Rh / RL / W TCDL:, 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): 0.149 D 999 240 B 1668 1996 ! - / - / - / &0 BCLL: � 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.410 D- 917 160 F 1602 1937 1- I- 1- l - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 G - - Wind reactions based on MWFRS Des Ld 37.00 EXP: C HORZ L 0.094 G - - R )= B Min Br Width Re 2.0 g q NCBC 0.00 Mean Height: 19.74 ft Code ! Misc Criteria Creep Factor: 2.0 F Min Br Width Re - 9 q - Soffit: 2.00 � TCDL: 4.2 sf P BCDL:5.0 sf P Bldg Cade: FBC 2017RES Max TC CSI: 0.667 Bearing B is a rigid surface. Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.659 Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.240 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 -21 D - E 2067 -35M Lumb ' B - C 2051 -3469 E - F 2064 -3483 Top ch Ird 2x4 SP #1 C - D 2067 -3534 Bot ch d 2x4 SP #1 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hange / Ties B -1 3137 -1830 H - G 3183 -1853 J Har er Support Required, by others I- H 3167 -1839 G- F 3152 -1843 Loadi #1 hip pports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wi nd ' VN ` Wind 1 ds and reactions based on MWFRS. A�a C - H 462 -287 G - E 629 -200 s��•".io D-H 430 -431 TAT Q 6165OF 186E IE 10894A J11F, BD 89 5S F7 '�lhis'drawing.has be" electronically,signed and,sealtd•by :Manuel blart!nei, M jrl. -ik. CV102jbn the iWe'shown •aboveusing SRA-lauthentication code.. PBMed'coiaies;'of thii do[umetK ate„ooYconsideredsigned 'and seated and�the SHA-i authenticotinrt'code M%art: be `vetdred an MY,, Cctronic,mpies. **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 Compo an[ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appli t) e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawin 160A-Z for standard plate positions. Alpine, division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss !n o_nformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page• listing t is drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suit -ability and us,� of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I IJob Number: Truss Lab de - 6010' H?OL /DR Horton /4EHB Hayden-2601 "H" OL I �t I Ibs I FROM: GLM57 ! T10 / MONO DRW, 09% 712018 I 4'2"15 7' 4715 2'9"1 sa3X4(i T, F 4'1"3 4'1"3 SEAT PLATE REQ. 7' 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 Des Ld: 37.00 EXP: C Mean Height: 19.95 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=125) TC: From 55 plf at 0.00 to 55 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 193 Ib Conc. Load at 1.09 BC: 1602 lb Conc. Load at 3.06 BC: 812 lb Conc. Load at 4.40, 5.73 Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. M M 18'1"14 2'10"13 T Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R ! U / Rw / Rh / RL / W F 1779 11042 / 169 / - / 124 118.0 Pf, NA Ce: NA VERT(LL): -0.019 E 999 240 Lu: NA Cs: NA VERT(TL): 0.049 E 999 180 D 2096 / 1181 1166 1- Snow Duration: NA HORZ(LL): 0.006 C - - Wind reactions based on MWFRS HORZ(TL): 0.010 C - - Creep Factor. 2.0 F Min Brg Width Req = 1.5 D Min Brg Width Req = - Code! Mist: Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.186 Bearing F is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.570 Bearing F requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500FT/R 20(0)/10(0} Mfg Specified Camber: Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Te4W 1 s) Comp. Plate Plate Type(s): VIEW Ver. 17.02.02.1208.15 A - B 918 -1570 B - C 20' -29 WAVE 400i 6S OF ig 6E 1E N 89 9A 911E 0D 89SS F7 %ibis drawing.tws been'election�cally .sigaed.and seated by Manuel Martinez, P.E,(FLA16 i thki orc the;date siiov+n ,aboveusing a SkA51autmwcaiiun.Code.. Piimed copies'-vf this `document are not unddefed Biped sealed aril be the SHA•1`au[deatitatioq [ude.must •ivertlied oa�atsp electmuiz tojies: Maximum Bot Chord Forces Per Ply jibs) Chords Tens.Comp. Chords Tensl. Comp. II A - E 1444 - 839 E - D 1375 - 801 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens!. Comp. E - B 1311 -722 C - D 60 -30 B - D 933 -16M 11 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS guire extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anrTSBCA) fo'r satPety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, an"e_iPPTy plate's"tio each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 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 pa e_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nt, ber: 36CS00027 Ply: 1 SEQN: 684139 / T13 / JACK 4EHB 'tayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 10 FROM: DJH DRW: Truss I�bel: BJ1 Wgt: 11.2lbs / ... 09/07/2018 1 A 12 5 [:�- 2X4(A1) B C IC SEAT PLATE REQ. T 18'7"7 r 18' 1 "14 r I 1i 1' Loadiri j Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 148 / 96 / 132 / - / 41 / 8.0 BOLL: ! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 11 119 i - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -13 / 27 127 I - l - 11.5 Des Ld} 37 EXP: C-00 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBC 10.00 Mean Height: 18.49 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: - 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Br Width Re g q Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.014 C Min Brg Width Req = - Bearing B is a rigid surface. S acin p i : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: j GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb Top ch, rd2x4SP#1 A-B 23 0 B-C 25 -14 Bot ch d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind j Chords Tens.Comp. t MembE design based on both MWFRS and C&C. B - D 0 0 STAB eo 0165 of 186E 1E 10899A 911P RD 996S H 7hisIdtawing has been .efectionically,signed and sealed by manuef Martinez, P.L• ji L tki tmiM on 4e date-sho0rn -above .usinga SHA-iautheaticatiancode. Piloted copies of this'dowe eot are pot:ioasrdered signed and sealed and..tlre`SHA•l'authentication, code, mnst'be `vetdmd on any elemoafc,copie, —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo mire Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 910, as appli 6 e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawing 160A-Z for standard plate positions. Alpine, ' division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pane listing I is drawingg indicates acceptance of profession;# engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more irirormation see this iob's general notes oaae and these web sites: ALPINE: www.alnineilw comp TPI- www tninst. nm- SRCA- www chrind—tw rro,- IM, www i—fp nn, Job Number: 36CS00027 Ply: 1 SEQN: 6864611 T12 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW. Truss Label: BJ3 Wgt: 12.6 Ibs / ... 09/07/2018 12 C I .5 T 19'5 7 _M 2X4(A1) B r �1 A 18'1"14 D S SEAT PLATE REQ. r 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U ! Rw / Rh ! RL / W B 191 1101 1147 / - / 84 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 8 140 / - J - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 57 / 21 / - I - 1 1.5 Des Ld: 37.00 EXP: C HORZ TL 0.003 D - - ( ) Wind reactions'based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.91 ft g TCDL: 4.2 Creep r. 2.0 P Facto B Min Brg' Width Req = 1.5 Soffit: 2.00 psf BCDL:5.0 psf P BldgCode: FBC 2017 RES Max TC CSI: 0.164 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.075 Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 fi Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Te(ts. Comp. Lumber A - B 23 0 8 - C 24 86 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 m�� .7102*. 04 . $x ..SERIAL# '49.0165OF Stt fiE 1E t089 9A'91 xF.Om 99 S5 FT `ibis, drawing, has been dectionioliv,signed and, seated, by Oanueil Martinez P.E.,(Ft ''ti.,, EA7W) on the date. sbwvin I a6ove.usinga hA-laatheatitatian.Code.. Printed tuRia's; of this, •deuiment are ik!Ce sidered signed I Wand sealed iftc the St1A•1 authentication, tode must -be +veritied anany eiectrouit: copies. **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 ant? SBCA) toy safety practices prior to pertorming these functions. Installers shall provide temposrryy have structural sheathing and bottom chord shall have a properly bracing per BCSI.. Unless noted oytherwise,top chord shall properly attached attacherigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 61 D, Appty to face. of truss and as shown above and on the Joinf Details, unless noted otherwise. 12efer to as applicable. plates each position drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for, any deviation from this drawing any failure to build the bracing trusses.A this rawing or cover e_ truss in conformance with ANSIrtPI 1, or for handlia shipping, installation and of seal on pa listing this drawing indicates acceptance of pro essiona engineerin responsibility solely for the design shown. The suitability use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. and For more information see this'oVs fleneral notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o ; SBCA www.sbcindu .com: [CC,. www.iccsafe.orq F N ber: 36CS00027 Ply: 1 SEQN: 686409 / T30 /JACK Bjayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM:GLM DRW: ss bel: BJ3L Wgt: 14.0 Ibs .. / ... 09/07/201 B T C 12 71 19'5" 7 5 2X4(A1) B cf) N 18'1"14 A D i Y SEAT PLATE REQ. 3' 31 Loadh i g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 278 1169 / 243 / - 1104 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 47 118 154 /- / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 D - C 45 / 41 / 18 / - / - / 1.5 Des L i 37.00 EXP: C HORZ(TL): 0.006 D - - Wind reactions based on MWFRS NCBC L: 10.00 Mean Height: 18.70 ft g Code / Misc Criteria Cree Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 42;psf BCDL: 50 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.678 D Min Brg Width Req = - Load I bration: 1.25 . MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.151 C Min Brg Width Req = - Bearing B is a rigid surface. Spaci : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) - Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumbi Toperd2x4SP#1 A-B 44 0 B-C 17 -74 Bot ch 'rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb design based on both MWFRS and C&C. B - D 0 0 400165OF186E1E1ti899A411E.6ti89SSF7 ' f7his,drdwing has been ,eiectronicapy,signed andlseafgd-by Meouet Martinez, P.E (Fi: tic 943122j oo'the due: shown ,above ,using a SHp-1 autheatimtion.code. Rrimed'iopios,;of'tM1is document ale noi'cousidered sighed ;and seated and the SHA-Vaotheaticirtioa.Lode rnii be weriiietl onany eleuionie mere. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, byV TPI an7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporartyy BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. vision of ITW BuildippiLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. . drawl ngg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 11 Job Number: 36CS00027 Ply. 1 SEQN: 686466 / T11 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: BJ5 Wgt 16.8 Ibs / ... 09/07/2018 L 12 77 20'3"7 5 T M T (V 2X4(A1) B N A 18'1" 14 D SEAT PLATE REQ. 5' 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# Loc R / U / Rw / Rh / RL / V B 261 1133 1189 1- / 128 / i3 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 89 / 17 / 68 / - ! - / 1 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 117 / 106 / 43 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 19.33 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Cade: FBC 2017 RES Max TC CSI: 0.3D1 D Min Br Width Re 9 q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. p Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 01 6S OF 166E 1E 10 899A91.1F OD 89 55 F7 <This drawing -has,Mtn eleamnicaft $Igoed,and;ualed,by Manuel Maninei, P.E ffft• Lio:_&171k)nn tAe: date shown a6ove:using a8HM1-1autl�miicationcoUe. Pirated coDiSs;;of ed s:dotainem-ate nutconddered, sigh land seated aad•tbe sHA-1 mahenticaiion'cade must be vUiiied dn'aMr e1CUioaic tnpies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Chords Tens.Comp. Chords Ten... .... N. A-B 23 0 B-C �45 -100 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 inc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the il�i PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page 1s acceptance of professional_ engineering responsibility solely_for the design shown. The suitability for any nrnaral nr Job Nd;nber: 36CS00027 Ply: 1 SEQN: 684206 / T19 / JACK 4EHB �layden-2601 "H" OL /DR Horton l4EHB Hayden-2601 "H" OL City: 1 FROM: GLM DRW. Truss .label: BJ5A Wgt: 15.4 Ibs / ... 09107/201 B T '41 C L Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W A 193 / 84 / 121 / - / 107 / - TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 90 120 / 72 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 C - - B 122 / 110 147 / - / - 11.5 Des Ld; 37.00 EXP: C HORZ(TL): 0.010 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCL L : 10.00 Mean Height: 19.54 It Creep Factor. 2.0 A Min Brg Width Req = - Soffit: I' 2.00 TCDL: 4.0 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.312 C Min Brg Width Req = Load D ration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.184 B Min Brg Width Req = _ Spacin : 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. VIEW Ver. 17.02.02.1208.15 Wind Duration: 1.60 WAVE A - B 47 -102 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Hanger I Ties (J) Hanger Support Required, by others Wind Membc (design based on both MWFRS and C&C. Rio 04,7182 STATE 0. F ,rSERIAL# dD 01"OF 10 6E1E 10 999A 911F BD 89 S5 F7 17his`drawing has :been electiogtcalty,$Ignedand sealed, by hiamlel rdattinei,'-P.E {FL. Llc 547102) on the date sbdvin above using a SH44 authentication code. Ptimed ioDies;;of ,this Ooiument,.aie 'not consideredsigned and sealed and. the SHA-1 authenticationcode must be �vetHietlananyelectrooic,mQies. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses I equire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en[ Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing 'er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attacheiriggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applip3ble. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, (division of ITW Buildiphc�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in onformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing t is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more in ormation see this iob's "eneral notes Daae and these web sites: ALPINE: www.ai"inedw.mm, TPL' w .tninstnm• SRCA wuay.shcindushv mm• irr, www it -safe nm u Job Number: 36CS00027 Ply: 1 SEQN: 686411 / T9 / JACK 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: BJ5L Wgt: 18.2 Ibs .. / ... 09/07/2018 C 20'3"7 12 5 ro CV M 2X4(A1) B M 18'1"14 A D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL I W B 335 / 190 / 269 ! - / 149 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 86 / 10 / 73 / - / - 1 1.5 BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 D - C 107 / 96 / 32 / - / - / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.006 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 19.12 ft g Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.395 D Min Br Width Re g q = - i Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.169 C Min Brg Width Req = - Bearing B a rigid Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CS 0.000 r aseatsurface. Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and CSC. 40 01 6S OF 186E 1E 1U 899A 911F BD 89 SS F7 'Tbfs-drawing has beeg.electionically;signed and sealed by Manuel Mardner, M,'i L.,Lic &17181) do tM1e date shown •above usinga SHA•SautAtWtatidn code. PwWed ,spies„of :this,dowmek'aie nii6c fd6ed signed and sealed and: the SHA•1'ambeii]1tkioa' code. must be vetilieG dn'anyelecgonic copies. ' Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C I41 -97 Maximum Bot Chord Forces Per Ply (I Chords Tens.Comp. I( B-D 0 0 —IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re9quire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BC51 (Building nenf Safety Information, by TPI anr7'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporarryy per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to )s 160A-Z far standard plate positions. a division of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this lob's general notes page and these web sites: ALPINE: www.alpiReft w.com; TPI: www.ti inst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe. F Ndinber. 36CS00027 Ply: 1 SEQN: 686468 / T14 / EJAC B �ayden-2601 "H"OL/DR Horton/4EHB Hayden-2601 "H"OL Qty: 23 FROM:GLM DRW: ss' be EJ7 Wgt:22.41bs / ... 09/07/2018 Des L NCBC Soffit: Load Top c Bot ct Wind All SEAT PLATE REQ. 1' ---.1- 7 Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 334 1169 1234 / - / 174 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 126 / 25 / 98 / - (- / 1.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 D - - C 169 / 155 163 / - /- 11.5 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS : 10.00 Mean Height: 19.74 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5-0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.489 D Min Big Width Req = - ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.362 C Min Brg Width Req = - Bearing B a rigid surface. 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02,02 1208 15 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 65 -127 d 2x4 SP #1 f 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. design based on both MWFRS and C&C. B - D 0 0 400165 OF 10 6E SE 1099 9A 911F 8D 89 SS F7 This drawing has b'een�eiectronirallysigoed and sealed by Wnuef Martini: P.E. (FL.lic 447182)i"0o- the date sbow'n .aboue.using a SHA-4 authentication code. i , PrimeA"cbpies.;of tM1is:Qotvment are'nor.ionsideted signed antl sealed aml the SHA•i �autheMicBtiun. code. must be 1 verified on`any electrortie copse;. - "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse re9u!re extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo engt Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI., Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appl able. Apply plates to each face, of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (Refer to drawin s 160A-Z for standard plate positions. Alpine, ,,,aaaaaa� division of ITW BuildincLComponents 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, is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and uP of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00027 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: EJ71- Ply: 1 SEQN: 686419 / T22 / EJAC Qty: 2 FROM: GLM DRW: Wgt:23.8lbs .. / ... C 21'1'7 12 5 p co 0 2X4(A1) B a f 18'1 "14 A D SEAT PLATE REQ. �— 2' TT 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# Loc R i U / Rw / Rh / RL / W B 402 / 222 / 308 (- / 194 ! 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 19 / 96 / - J - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.012 D - - C 162 ! 147 / 56 Des Ld: 37.00 EXP: b HORZ(TL): 0.020 D - - Wind reactions based on MWFRS I Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.54 ft CreepFactor. 2.0 B ) Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0A65 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.352 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Top Chord Forces Per Ply (Ib, VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 iii 6s OF 1016E 1E 10 89 9A 911E 8Q 89 S5 F7 %This•diawing: has been tlwronicaay,signed and sealed by `Manuel Martinez; P.E.IfL Llc. i47M).oa the date�shDwn 'above. using 24AA-1 authearhatioa code.. ,PiiMed�coDles"oi this doCeiperR are not;ionsidcred; si¢ned and sealed 'aedr the SHA-1 autherttit5tiun [ode, must i be verdred�on any electronigcnpies. Chords Tens.Comp. Chords Te A-B 44 0 B-C Maximum Bot Chord Forces Per Ply 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 anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache timid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Appfy prates to each face. of truss and position as shown above and on the Join? Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professiona 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. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineihv.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; ]CC: www.iccsafe.or -125 ' kl Job Ntiinber: 36CS00027 Ply: 1 SEQN: 684299 / T20/ HIP_ 4EHB �Iayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 5 FROM: GLM DRW: Truss babel: CJ7 Wgt: 37.8 lbs / ... 09/07/2018 Des L NCBC Soffit Load Top c Bot ct Webs Wind Wind 4 1 / SEAT PLATE REQ. 5'4"4 5'4"4 9'10"1 4'S"13 C 15 9'4"2 l5"1t5 ,1 9'4"2 1- f Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.025 C 999 240 B 324 / 198 /- / - ! - / 10.6 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.068 C 999 180 E 368 / 121 / - / - / - / 1.5 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.008 F - - D 206 1216 / - ! - / - / 1.5 37.00 EXP. C HORZ(TL): 0.015 F - - Wind reactions based on MWFRS D.00 Mean Height: 19.74 it Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.405 E Min Big Width Re - iration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.609 D Min Brg Width Req = - Bearing B a rigid surface. 24.0 " C&C Dist a: 3.00 tt Re Factors Used: No p Max Web CSI: 0.311 r Bearing B requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp_ A-B 8 -6 C-D 65 -70 rd 2x4 SP #1 B - C 557 -673 "d 2x4 SP #1 K4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) 1 Chords Tens.Comp. Chords Tens. Comp. supports 6-11-8 setback jacks with no webs. B - F 647 -518 F - E 0 0 ids and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. :a0sffiitilf3Js : C - F 553 -691 400165OF106E1E10899A911F8D8955F7 ' kThis' drawing has, been .ete[tronitally: signed and'seahed,by Minuet it. 8 Maidnerr: P.E. iFt.-1AR)'an 'thc date shown .above using a SHfrlauthentitationcode. li Ptimed'topies„of;this tloaimetrt..ate not considered signed 'and sealed and, the SHA-1 aothetdication code must be "veritio onany elemonietooes., � 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 Compoaenf Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appljcab) e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (refer to drawing�s 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 irrl 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 professhonat engineering responsibility solely for the design shown. The suitability and u.Ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I Job Number: 36CS00027 Ply: 1 SEQN: 684193 / T36 / VAL 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV1 Wgt: 19.6 Ibs / .. 09/07/2018 B 12 1112X4 5 � io cV 'OW(D1 Li 18'10"15 D 1112A 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 Des Ld: 37.00 Mean Height: 20.31 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. 5'11"6 — —i 5'11"6 5'11 "6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.011 C - HORZ(TL): 0.016 C - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.322 TPI Std: 2014 Max BC CSI: 0.265 Rep Factors Used: Yes Max Web CSI: 0203 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 SERIAL) '40 016S OF 18'6E1E 10 89 9A 911F BD 89 SS F7 %7his® drawing, has, been .electionicany,signed and'seaied by 'Masud MaMne'X P E.'(Ff.'Ut. �41182) oo the date s6w n aboveusinga SNfi-1code.. PttMed �ntilesj:of;tbis,docainan aienot;[onsideredlsieried Sod seated and• the SIWI authemitBtioa Mode must; be �Yet6ied an"aoy,eleRiouictaQies: i ♦ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw. /Rh /RL /W D• 75 / 30 / 46 /- / 15 / 71 A Wind reactions based on MWFRS D Min Brg Width Req = - i Bearing A is a rigid surface. i i Maximum Top Chord Forces Per Ply Chords Tens.Comp. A - B 34 - 93 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. A-C 160 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 229 -137 **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 pinc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,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 610, as applicable. Apply plates to each face. of truss and position as shown above and on -the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrfPI 1, or for handlim shipping, installation and bracing of WSSes.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this 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 sides: ALPINE: www.al inenw.00m: TPI: www. inst.o • SBCA www.sbcindu .com; [CC: www.ic safe.or Job NA ber: 36CS00027 Ply: 1 SEQN: 684195 / T35 / VAL 4EHB ayden-2601 "H" OIL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW: Truss bel: MV2 Wgt:14.0lbs / .. 09/0712018 lil 12 B 5 1112X4 A=3X4(D1) °O Lj 19'8"15 CD 1112X4 3'11"6 -i 3'11 "6 r 3'11 "6 Load! I g Criteria (psfl 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# Loc R / U / Rw / Rh / RL / W D" 75 / 27 / 45 / - / 14 / 47.4 TCDL 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL:! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL' 10.00 Risk Category: it Snow Duration: NA HORZ(LL): -0.004 C - - D Min Brg Width Req = - Des L : 37.00 EXP: C HORZ L 0.004 C - - �) BearingA is a rigid surface. Code / Misc Criteria NCBC L: 10.00 Mean Height: 20.72 ft Creep Factor. 2.0 Soffit: [ 2.00 TCDL: 42 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.152 Maximum Top Chord Forces Per Ply (Ibs) Load � uration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.122 Chords Tens.Comp. SpaciA 3, 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.089 A - B 25 -60 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. LumbIIl Top c ` r A - C 123 rd 2x4 SP #1 1 Bot 0, brd 2x4 SP #1 Webs x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. I Wind' B-C 157 -88 Memb r design based on both MWFRS and C&C Addit�pnat Notes See D, VG VAL160101014 for valley details. 40 tit 65OF 1B 6E 1E 10899A 911F 6150 SS F7 Thirdrawing has,been,electroncany,signed and,,seated,bq Manud Martinez, P.L, jFC;tir. 547182j ob the. date shown .above .using a SHA-1 authentication code. Ptinfed topies,;of'tb4.4otura nt ate'nbuconsidered: signed sand sealed and•the SHA-1 authenutatioa code most he �4etffied 4n,ahp: elettionicmpie;_ I - - "'WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp en[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as app cable. Apply pfates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawin s 160A-Z for standard plate positions. Alpine, i pa division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss i Jconformance with ANSIffPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing his drawing indicates acceptance of pro ession I engineering responsibility solely for the design shown. The suitability and u e of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For morn Information see this lob's general notes Daae and these web sdes: ALPINE: www.aiDineitw.com: TPI: www.toinstora: SECA www.sbdndustrv.com: ICC: www.imsafe.ora z Job Number: 36CS00027 Ply: 1 SEQN: 684198 / T16 / VAL 4EHB Hayden-2601 "H" OL[DR Horton /4EHB Hayden-2601 "H" OL City: 1 FROM: GLM DRW: Truss Label: MV3 Wgt: 11.2 Ibs / ... 09/07/2018 12 5 I' B I' A=3X4(D1) o =@94 V/17 )_� 20'6"15 CD — 1'11 T 10 1'11"6 f 1 t 11 tt6 �1 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# Loc R / U / Rw / Rh / RL / W D" 75 120 / 42 / - / 10 / 23'. TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.004 B 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.007 B 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 B - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.002,E - - Bearing A is rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.14 ft TCDL: 4.2 psf Creep Factor. 2.0 P Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.022 Maximum Top Chord Forces Per Ply (t Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.055 Chords Tens,Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -13 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (i VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens Comp I I 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. �s STATE OF .,: 40 016.S 8F 185E 1E 10899A 911E BD 89 SS F7 'This, drawing has. bem etearontrallysiEned and sealed by 'Mend mardnet PL�(FL'tk N7982)`. on the date sborrn •above:,using a SHp=1 aut>temi raUun. [ode... P�iMed coD!es,?nfthis doiament are'.not;ionsideied.. signed -and Sealed and, the SHA•i'authentication, tatie:must be vetNied On,any electronic cupies. A-C 50 -1 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s regwire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building nengt Safety Information, byy TPI anr7 SBCA) foF safety practices prior to pertormmg these functions. Installers shall provide temporarryY per BCSI. Unless noted olherwif top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, cable. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise, (Zefer to Is 160A-Z for standard plate positions. a division of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawingcl 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 pa e. this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. Job Winber: 36CS00027 Ply: 1 SEQN: 686472 / T33 / COMN 4EHB �ayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OIL Qty: 2 FROM: GLM DRW. Truss bet: 4C1 Wgt:36.4lbs / ... 09/07/2018 5' 10, t 5' 5' 12 C=4X6 T to �I=2X4(A1) B D=2X4(A1) N 1 315 A E J-74T F 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 10' I 1, 5' 5' '{ 1 5' 10, Loadi Ig 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# Loc R / U / Rw / Rh / RL / W TCDL: ! 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.016 F 999 240 B 433 / 205 / 272 / - / 79 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 1205 1272 / - / - / 8.0 .BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des L EXP: C HORZ L : 0.007 F - B Min B q Width Re 1.5 i .00 Mean Height: 15.00 ft �) it NCB 10.00 Code / Misc Criteria Creep Factor. 2.0 D Min Big Width Req = 1.5 10 Soffit: TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.320 Bearings B & D are a rigid surface. 2.00 9 BCDL: 5.0 Load ❑ psf Bearings B & D require a seat plate. ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 SpacinII l : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.078 Maximum.Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 810 -638 B- C B09 -638 D- E 19 0 Lumbe! Top chrd 2x4 SP #1 Bot chqQ rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2 K4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind I B - F 575 -620 F- D 676 -620 Memb design based on troth MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 206 -48 ��rlletfs�at�� No 04 182 ®.. ` ' STATE QE *+r 4 �S�ro p * > i & SERIAL # III '4001650F1116E1E1089DA911F61)89SSF7 - i this°drawing has ,been efectrodicaliy,signed and staled,by Wood -Martinet,'P.E-(F(..rh..fA71a2) an the date-'siwvin ,above using a SHA-1 authentication code. P�irtted'coDles.;af this dommeot `aic noKcansidered signed and seated imL the SHA•1 i"hei code must be 'cation, verdied onany elecisoolc capie;. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compo re uire extreme care in fabricating, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by bracingnper engt TPI ana'SBCA) toy satPety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach ed�tigqld as appli ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ble. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to drawingii60A-Z for standard plate positions. Alpine, truss division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in(� listing 11 and us nformance with ANSI�PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ is drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. For more information per see this'ob's_general notes pacie and these web sites: ALPINE: www.ai ineitw.com: TPI: www. inst.o ' SBC : www.sbdrtdu .com' ICC: www.jccsafe.orcI Job Number: 36CS00027 Ply: 1 SEQN: 68647111 T43 I HIPS , l 4EHB Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL Qty: 1 �FROM:GLM DRW: Truss Label: 4C2 Wgt: 44.8 lbs .. / ... 09/07/2018 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 Webs 2x4 SP #3 Special Loads 12 4 p =2X4(A1) B A 3' 7' A. 10, 1 3' 4' 3' 1 =tC4 III L714 = 3114 E� 1F SEAT PLATE REQ. SEAT PLATE REQ. 10' 1, } 3'1'12 } 3'612 + 3'3"8 1, 3112 6'8"8 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It - TCDL: 4.2 pst BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 pif at -1.00 to 55 pif at 3.00 TC: From 27 plf at 3.00 to 27 pif at 7.00 TC: From 55 plf at 7.00 to 55 plf at 11.00 Be: From 4 plf at -1.00 to 4 pif at 0.00 Be: From 20 pif at 0.00 to 20 plf at 3.03 Be: From 10 pif at 3.03 to 10 pif at 6.97 Be: From 20 pif at 6.97 to 20 pif at 10.00 Be: From 4 pif at 10.00 to 4 plf at 11.00 TC: 971b Cone. Load at 3.03, 6.97 TC: 62 Ib Conc. Load at 5.00 Be: 118 lb Conc. Load at 3.03, 6.97 Be: 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc L/defi L/# Loc R I U / Rw / Rh / RL / W. B 629 / 268 1- 1- / - 18.0 Pf: NA Ce: NA VERT(LL): 0.029 G 999 240 Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 629 / 268 / - /- / - / 8.0 Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - Creep Factor. 2.0 B Min Brg Width Req = 1.6 E Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.234 Beatings B & E are a rigid surface. TPI Std: 2014 Max Be CSI: 0.319 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.064 FT/RT.20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens,. Comp. Plate Type(s): VIEW Ver: 17.02.02.1208.15 I A-B 19 -14 D-E 486i B - C 485 -1299 E - F -1292 19 -14 WAVE C - D 442 -1252 400165OF 186E 1E 1089 9A 911F 8089 SS F7 `lbirdraviing has been elettranicanystpoed and;seaied,6y Manuel Martinez', M ift."tfu 9471M on the daie'shown -above using a SHA-iauthenticatidntoile. Primed tapies',;oi ithiY Oowment. a ie'ngtxoasrdeted signed and sealed .anti the 'WA-1`authea &iioa code,.must be .verifieA odany eletUooie copies• Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - H 1213 - 445 G - E 1206 -447 H - G 1235 -443 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Telps. Comp. C-H 162 0 G-D 168 0 C-G 17 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vgire extreme care in fabricafingg handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building d Safety Information, bV TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, fie. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformancewith ANSI PI 1, or for handiia shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. F4E Number: 36CS00027 Ply: 1 SEQN: 6864211 T271 JACK B Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 6 FROM: GLM DRW: ssLLahel: 48J1 Wgt:11.2lbs / ... 09/07/2018 i 16 4 C 2X4(A1) B A D SEAT PLATE REQ. 910117 ti $r$rr t 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 Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 147 1 100 / 133 / - / 29 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 10 / 11 119 / - / - / 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -13 / 24 126 1- 1- 11.5 Des Ld'[ 37.00 F_XP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBC �L: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Br 9 Width Re 1.5 9 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Big Width Req = Load ration: 1.25 �II MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 C -Min Brg Width Req = Bearing B is a rigid surface. S aci P 9� 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 19 0 B-C 20 -9 Top chord 2x4 SP #1 Bot ch °rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind j Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B - D 0 0 0 404165 OF 10 6E;1E W899A 911E RD 89 SS F7 `This"drawing has-been electionically,sigoed and sealed+hy Manuel Martl4i; e.L { L..11cr 547162) on the date shown above using a SHrri authentication code. f .. .. PtimedcoDies„oT this Ooamem: are not.coasideed signed pod sealed ind; the SHA-1 authentication code, most, be �vctNied ogany electionii copies. I II —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse . require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compor)enl Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attach , riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins fled per BCSI sections B3, B7 or 610, as applipable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawing 160A-Z for standard plate positions. lAlpine, division of ITW BuildinccLLComponents Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in_�,onformance with ANSI/ fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing pis drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us* of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 36CS00027 Ply: 1 SEQN: 686423 / T26 / JACK 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: 4BJ3 Wgt: 12.6 Ibs .. / ... 09/07/2018 4 12 C &91817 LO ji 2X4(A1)B r TT ti j1HJ AD V 11 SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C 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 31 31 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W B 190 187 / 151 / - / 57 18.0 Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 49 / 7 138 / - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 43 125 / - / - / 1,.5 HORZ(TL): 0,002 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens: Comp. II A-B 19 0 B-C 20 -61 Maximum Bot Chord Forces Per PI1 Chords Tens.Comp. B-D 0 0 ;SERIAL# 400165 OF 18ISE 1E 10 89 9A 911E 8D 89 SS F7 `lhis,drawing,has been electignitallysipned andsealGgbY Manuel Martinu,'P.L $L.tic. d47]112).on"'the date ihovin ,above using SHA lautheatkation code. P�irtted copies„of. this;douiment.ale "not,co�idered. signed And seated and the S IA-i autheM tnttoh code mua be "vertlieG vnznYreleedouic,cnpie;. "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, byV TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply prates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�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 su bihty and use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. Fnr more information see this inNs; neneral notes nave and these web sties: ALPINE: www.alDineitw.com: TPI: wwwApinstorg: SBCA: www.sbdndustry.com' ]CC: www.iccsafe.orq f 1I F Nuber: 36CS00027 Ply: 1 SEQN: 686425 / T24 / JACK B�,layden-2601 'H" OL /DR Horton MEHB Hayden-2601 "H" OL City: 2 FROM:GLM DRW: ssl�abel: 48J5 Wgt:16.8Ibs / ... 09/07/2018 Des L NCB( Soffit: Load Top c Bot cl Wind 11) SEAT PLATE REQ. Ci T T-0 10'4"7 to 5' 1� ftl 5' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 259 / 113 1196 / - / 86 18.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 87 113 / 67 / - / - / 1.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D - C 116 / 79 / 50 / - / - 11.5 37.00 EXP: C HORZ(TL): 0.009 D - - Wind reactions based on MWFRS : 10.00 Mean Height:'15.00 it Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.260 D Min Brg Width Req = - ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.173 C Min Brg Width Req = - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 37 -73 d2x4SP#1 f 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. design based on both MWFRS and C&C. B - D 0 0 ko 047i82 ii STATe OF*r 40016.5OF 1813E 1E 10999A 911F OD 89 SS F7 'lhis'drawing has been elegrooicarly,signed and sealed by -Manuel Martlne v NE (FL tic. 947102) on the date shown above Woo SHA-lauthentication code. Punted copies, of !this dowmeni'aie not,cohsidered signed ,rid sealed aad� the SHA-i authentication code most be ,veritie0 gn;any electionic,coples: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS mire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i[ Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary �r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly idceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to I60A-Z for standard plate positions. livision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nforrnance with ANSI PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ s drawing indicates acceptance of professiona7q engineering responsibility solely for the design shown. The suitability of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00027 Ply: 1 SEQN: 686434 / T4 / EJAC t r 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL a Qty: 1 FROM: GLM DRW: Truss Label: 4EJ Wgt: 14.0 Ibs .. / ... 09/07/2018 1'6"12 2' t 1'6"12 5"41 12 4 � D 1112X4(** D T B to T FIB 3"8 A 1112X4 F SEAT PLATtSEMPLATE REQ. r2'� Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 ( Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4(A1) except as noted. ('•)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. 1'6"1 1'6"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 F HORZ(TL): 0.000 F Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.149 TPI Std: 2014 Max BC CSI: 0.013 Rep Factors Used: Yes Max Web CSI: 0.038 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 03 65OF Sa 6E 1E 10 89 9A 911E 8D 89 SS F7 Abis' drawing hasbeen .electronically signed and sealed by Manuel Martinei,.P.E -ift. tic. 54AM 6 the date shuvin above uslog a S11*1amhemication code. ,tinted copies;N,thi¢;.dowmeirc�aie ngt:couddered signed ' and sealed and, the SHA•1'authentication. code. most be ".veriried oo°any elecnonlc coyie;i ♦ Maximum Reactions (Ibs), or "=PL Loc R / U / Rw / Rh / RL / B 143 / 81 1122 / - / 43 / 1.5 E• 35 / 18 / 20 / - /- 122.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens: Comp. A-B 19 0 C-D 5 B-C 8 -40 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Ten B-F 1 -1 F-E Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 121 -44 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) toy salPety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. ADDIv plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 0 J. h F N"tuber:36CS00027 Ply: 1 SEQN: 686474 (T44/ EJAC B��layden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 3 FROM:GLM DRW: s bel: 4EJ3 Wgt: 12.6 Ibs .. / ... 09/07/2018 12 4 F_� SEAT PLATE REQ. C 1t 31 31 Loadii Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL:'i 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: i 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 190 187 / 151 / - / 57 / 8.0 BCLL: ! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 17 / 38 / - /- / 1.5 BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - C 62 / 43 / 25 ! - / - 11.5 Des L k 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit:!!! 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.171 D Min Brg Width Req = Load uration: 1.25 4 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = Bearing B is a rigid surface. Spaci �: 24.0 " C&C Dist a: tt Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any dwa FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumbei Top c II Ord 2x4 SP #1 A-B 19 0 B-C 20 -61 Bot chi 3rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb design based on both MWFRS and C&C. B - D 0 0 400165OF 186E 1E 1089 9A 911F BD 89 SS F7 I %This, drawing has been .electronualiy;signed and sealed; by Manuel Marine,, .P.L OL'Vc. E`47M) on the date sbovin -above Using a SHA43utbemication code.. .Pihned copies„af ,tM1is,douimeutzaie not considered slined "and sealed and, the 51441 aut6emickinn code musube ,;emhl donanielecttonkcopiex. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses, fequire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo enf[ Safety Information, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingriper BCSI. Unless noted ci herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheT gpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applig6 e. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. lfefer to drawing 160A-Z for standard plate positions. Alpine, AIdivision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in nformance with ANSIUt PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing 4 is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us of this pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec. For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw.com: TPI: www.tninst.om: SBCA wwwsbdndustrv.com: ICC: www.iccsafe. Job Number: 36CS00027 Ply: 1 SEQN: 686429 / T17 / SPEC t 4EHB Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL City: 7 FROM: GLM DRW. Truss Label: 4EJ6 Wgt 25.2 Ibs .. / ... 09/07/2018 r` T 7- 50 D _L SEAT PLATE REQ. 6' 5'8"8 5'8"8 �1 9'3"4 8181, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) I , TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W B 290 1125 1216 ! - / 101 18.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.014 E 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TQ: 0.036 E 999 180 D 218 1116 1139 / - /- 13.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005E - - Wind reactions based on MWFRS ; Des Ld: 37.00 EXP: C HORZ(TL): 0.010 E - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creepr. 2. 0 Facto D Min Brg Width Req = 3.0 soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.225 Bearings B & D are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0209 . Bearing B requires a seat plate. i Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.179 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 Types}: VIEW Ver: 17.02.02.1208.15 A - B 19 D B - C I , 19 -121 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Wind Member design based on both MWFRS and C&C. 40 o16s or 18 6E 1E io 89 9A 911F 8089 SS F7 'lhis•dnvving-hw been-.erecuonlcaffy;t!gned and sealed -by Mond Manlneia P.E. I(FL $u &1r184 oo the date stmin above using a SHA-Sautf eadlatioatode.- ';Pnntetl iop!es„or this;dewmem ate ao44[oasideied' signed °antl sealed and .the:.SHAM.`authemication. cote ,must:'bt vetitiNl [In""any elecUopic,coPles. Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-E 82 -96 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs T D-E 102 -20 C-D *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer 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 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover piage_ _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. -632 Job Number: 36CS00027 Ply: 1 SEQN: 6864761 T46 / HIP_ 4EHB� � yden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 2 FROM: GLM DRW. TrusslLabel: 4CJ3 Wgt 15.4lbs / ... 09l0712018 12 2.83 C &918114 N 2X4(A1) B M ti A IN 8981, E D SEAT PLATE REQ. 4'2"3 4'2"3 Loadi� g 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 foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 149 176 /- /- /- / 10.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 69 /4 I - /- ! - 11.5 BCDL ' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C 35 / 5 / - / - / - / 1.5 Des Ld� 37.E Min Br00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBC L: 10.00 Code / Misc Criteria Creep Factor: 2.0 9 Width Req = 1.5 TCDL: 4.2 psf D Min Big Width Req = - Soffit: 2.00 Bldg Cade: FBC 2017 RES Max TC CSI: 0.078 BCDL: 5.0 psf C Min Big Width Req = - Load uration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 Re Factors Used: Yes Max Web CSI: 0.000 Bearing E is a rigid seat p Spaci : 24.0 " C&C Dist a: 3.00 ft p Bearing E requires a seat plate. ' Loc. from endwall: Any FT/RT:20(0)!10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumb"Ir A-B 9 -7 B-C 9 -2 Top c brd 2.4 SP #1 Bot ch rd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind I ads and reactions based on MWFRS. B - D 0 0 7'1 y STATe OF ., 400165 OF 106E 1E 1O899A 911F 8D 89 5S F7 �ThisArawing has bees- efectronically,sigged and sealedrby Manud Martinet, P. tFi. tic. 947=4 on ibe date '3hown above using 5HA-Saethmtir39dn code. Piinfed copies„nf,tt&, d.hcurneM arc"not�cousidered'.sisaed and sealed and' the -BHA•i 8utherrticatian. code rnuttDe vel ied on _any electronic cc Its• "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling9 shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building f Safety Information, bVV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary - BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. vision of ITW BuildindComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability �f this yawing for any structure is the responsibility of the building Designer per ANSI/TP11 Sec.2. ri Job Number: 36CS00027 Ply: 1 SEQN: 686432 / T29 / SPEC 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4CJ7 Wgt: 42.0 Ibs .. / ... 09/07/2018 Y SEAT PLATE REQ. 577 811"9 ' "1 577 2'6"2 8'S"1 2'7"14 8'1"9 n T90 iio E 1 N 9'3"4 8.8" 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# Loc R / U / Rw / Rh / RL I W H 258 1153 / - I - l - 110:6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.012 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.035 G 999 180 E 475 / 199 / - / - / - / 3.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.007 F - - H Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft CreepFactor: 2.0 E Min Brg Width Req = 3.0 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.202 Bearings H & E are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.267 Bearing H requires a seat plate. � Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.257 Maximum Top Chord Forces Per Ply (Ibs Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens: i GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 i, A - B 9 -7 C - D 44 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 8.42 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 8.42 TC: -3 lb Conc. Load at 1.41 TC: 124 Ib Conc. Load at 4.24 TC: 231 Ib Conc. Load at 7.07 BC: 20 lb Conc. Load at 1.41 BC: 99 lb Conc. Load at 4.24 BC: 175 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS_ a `il? STATE OF 400165 OF 111 6E lE 1089 9A 911F 61) 89 SS F7 f7his•drawing, bat been electronically, signed and sealed Manuel MaWnez,' P.E. (Ft. tlu. SAiiR) on the date shown above using a SH44 authentication code. Ptimed sapies,ot ;thi.doiumeirt `aie notc[onsidergd'siefred ,and seated and, the SHA-1 authentication Code must' be 'vetAieO on;aoy electronic copies. ' B - C 276 - 616 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords TE B - G 595 -257 G - F Maximum Web Forces Per Ply Webs Tens.Comp. Webs G-C 186 -25 E-F C - F 260 - 595 D - E **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 ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted alhenvise,top chord shall have properly attached structural sheathingand bottom chord shall have a progerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. Cn..nn.n in1n....nti.... em thie inhle nnnnrol M. - "nd th--h 6fc Al PINF' - aWnort. rnm' TPI• W W W tnimt - .4RCA' W Ww. sbrindusiN.mm' IM www.icesafe.ore -255 -132 -709 F umber:36CS00027 Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL s . Label: FT1 Wgt 141.4 Ibs I FROM: GLM67 / T40 / SY42 I DRW 8�0"4 6'8" 818" 4 19'4" 6'8" 2' 10'5"12 4~ z r 12 2'6" �� 2'6" 1_2"8 1'4 4 2,6" _'i 3"12� 13"1� . 2'6� =3X4 1115X6(R) =3X4 =6X8 1112X6 =5X6 W=3X4 1112X4 1112X4 AB C D E F G H I J K L M N O P 9 II �% r— .�— i is i_c li a '�� II 111 � �=� i,%�sl�u��i �� I ��I !I u�. •■ IIILA4 =4AlU =SAti vv=jxb Load! g Criteria (psf) Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL 10.00 Speed: NA mph BCLL:' 0.00 Enclosure: NA BCDL 1 5.00 Category: NA EXP: NA Des L : 55.00 r Mean Height: NA ft NCBC} L: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load uration: 1.00 MWFRS Parallel Dist: NA Spaci : 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Top cfjOrd 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Platin INotes All pla s are 4X6 except as noted. Deflection t Max JTI VERT DEFL: LL: 0.35" DL: 0.32". See detail DEFLI�MB1014 for camber recommendations. Adam Notes + 2x6 Continuous strongback. See detail STRB�IBR1014 for bracing and bridging recom endations. Webs �� a square cut except dbl diagonals or as other; �e shown. Truss must be installed as shown with top chord up. 09/07/2018 T -- 9'9" 1 —08'8" 19'4" Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.355 H 641 360 A 1054 / - / - /- /- 13.0 Lu: NA Cs: NA VERT(TL): 0.620 H 466 240 Q 1070 / - / - /_ /_ / 4.0 Snow Duration: NA HORZ(LL): -0.046 O - - A Min Big Width Req = 1.5 HORZ(TL): 0.064 O - - Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & Q are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.632 TPI Std: 2014 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.711 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 1-1 0 0 Plate Type(s): B - C 0 -1133 1- K 0 - 3906 WAVE VIEW Ver:17.02.02.1208-15 C-D 0-1101 K-L 0 -3906 D- F 0- 2723 L- M 0- 3188 E-F 0 0 M-N 0 -3188 F- G 0- 4303 N- O 0 -1838 G-H 0-4324 O-P 3 0 H -1 0 -4318 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 0 -1 V - U 4167 0 AA-Y 2129 0 U-T 0 0 1t11tt1ty Z- Y 0 0 U- S 3668 0 Y- X 3427 0 X W 3425 0 S- R R Q 2614 0 1031 0 �,, " y`j �� - - ♦`'a, �w W - V 4324 0 .t71 "# Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp- Webs Tens. Comp. >* TAT sib J� *_+�, AB- B 15 0 B 1494 0 U - L L- S 331 0 0 -AA AA-D 0-1386 M-S -652 0 -73 D- Y 827 0 S- N 780 0 711tilEkel4 Y-F 0 -975 F-W 1304 0 N-R R-O 0 -1080 1122 0 SERIAL W-G 0 -646 O-Q 0 -1438 400165OF1116E1E10&99A911FOD89SSF7 H-V 2 -283 Q-P 0 -15 `This,drawing has been :ereatonir-0py,stgoed andseaiee•by V -1 550 -125 P - Q 0 -44 Aanud Wrt)net,•v.E jOL IL1 947164 on the date shown I - U 0 -365 above using SHA-1authehtkatiancode. Punted 6piei„oT.tbis,datnnCO are,ndt,considered signed :arid sealed in& the SHA-1 authemicitiuncode must be verhietl on�anY eletisaeic,coQiei. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses eqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo nt Safety Information, byy TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.- Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache Irippid ceilmp Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as appli ble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawing 160A-Z for standard plate positions. Alpine, a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in (� nfonnance with ANSIrfPI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page. listing is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and us ttt of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more infotmation see this fob's general notes oaae and these web sites: ALPINE: www.aloineihv mm, TPI' w v tnimt nm- SRrA- www nMnductnr mm- trr- www im f, �., Job Number: 36CS00027 Ply: 1 SEQN: 684272 / T37 / SY42 4EHB Hayden-2601 "H" OL [DR Horton /4EHB Hayden-2601 "H" OL Qty: 4 FROM: GLM DRW. Truss Label: FT2 Wgt 100.8 Ibs ! ... 68" 8,8" 8'1 "4 1572 6'8" 2' ' 4 6'8"14 r 1 2'6" -�� 2'6"--f--�I I--2n1--I f — 2-6" --f — 17' —I 1115X6(R) =3X4 AB C n =3X4 1112X4 1112X4 =4X4 1112X4 F F C, H 1 .l K IIIZX4 =3X4 =3X4 1114X4 =3X6 15'7"2 r 09/07/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.166 F 999 360 A 848 / - ! - /- / - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.333 F 767 240 M 852 / - (- / - ! - / 3 1 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.027 J - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ("fL): 0.039 S - - M Min Big Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria CreepFactor. 2.0 Bearings A & M are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.537 Load Duration: 1.00 MWFRS Parallel,Dist: NA TPI Std: 2014 Max BC CSI: 0.668 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.1 Comp. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.553 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: A - B 0 0 F - G �0 -2594 I: NA GCpi: NA Plate Type(s): B - C 0 -881 G - H 10. -2334 Wind Duration: NA WAVE VIEW Ver: 17.02,02.1208.15 C - D 0 -853 H -1 0 -2334 Lumber D- E 0 -2030 I- J 0 -1415 E- F 0 -2584 J- K 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (I bs) Chords Tens.Comp. Chords Tens Comp_ Plating Notes T-S 0 -0 P-O 2593 0 All plates are 4X6 except as noted. S - R 1646 0 O - N 1986 0 Additional Notes R- Q 23e3 0 N- M 820 0 Q - P 2594 0 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. ��ti1113f@ Maximum Web Forces Per PI Ibs y ( ) are cut except dbl diagonals or as �� ".... � Webs Tens.Comp. Webs Tensi Comp. oWebs therwise shouare wn. � T-B 14 0 G-O 10 -585 Truss must be installed as shown with top chord up.o^, B - S 1162 0 H - O 03 -146 o 84'71 2 * ,.. S- D 0 -1064 0-1 481 0 D-R 535 0 I-N 16 -786 ' R- E 0 -498 N- J J-M 826 0 b STATE OF E-Q 520 -16 -1142 4xv le7 r.._A kv_4 �t'7 Q-F 0 -273 P-G 125 -87 K-M M-L 0 -40 0 -7 acnw�h 400165OF 186E 1E 10 89 9A 911F. BD 89 SS F7 'Ibis, drawing, has.,Men eieatonicaily;si¢oed and sealed by 'ManuelMartinez; P.E'ift1k, ti4r j oa the date 'sWi.a above using a SHA-lauthentitatioecode. 'PiiMed'coptes;,ot thls,dowmettt are noti[onsidered signed ';aqA tealed ind the StiA-1 authentication code must.'. be vesdied on•anS electronic to0ks, "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, handlinq shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )2efer to drawings 160A-Z for standard plate positions. AI ine, 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 ANSIII PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSIlTP11 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpine4tw.com; TPI: www.tpirist.om; SBCA: www.sbcindustry.com; IM www.itxsafe.o Job &umber: 36CS00027 Ply: 1 �SROM:GLM EQN: 684274 / T25 / SY42 4EH6 Hayden-2601 "H" OL /DR Horton 14EHB Hayden-2601 "H" OL Qty: 10 DRW: TrusslLabel: FT3 Wgt:95.2lbs .. / ... 09/07/2018 6'8" 818" 15'4" I' 6'8" } 2' 6'8„ 2'6" 2'6" 2'6" 1'3" III3X4(R) 1115X6(R) =3X4 =3X4 1112X4 1112X4 =4X4 1112X4 AB C D E F G H I J K 9191, �8'8" S R Q 1112X4 =3X4 i P O N =3X4 1113X4(R) =3X4 15'4" M L Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) I TCLLj 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDLI1 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.160 F 999 360 A 834 I - ! - I - l - 13.0 BCLLkI 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.305 F 823 240 L 850 /- /- /- /- /- BCD'`: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.026 J - - A Min Brg Width Req = 1.5 Des LlEXP: NA 55.00 HORZ(TL): 0.036 J - - L Min Brg Width Req = - Mean Height: NA ft NCB c ALL: 10.00 Code / Misc Criteria Cree Factor: 2.0 P Bearing A is a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.530 Load urafion: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.607 Maximum Top Chord Forces Per Ply (Ibs) S act 24.0 " C&C Dist a: NA ft P ,9� Rep Factors Used: Yes Max Web CSI: 0.542 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwali: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 F - G 0 -2507 I: NA GCpi: NA Plate Type(s): B - C 0 -863 G - H 0 -2498 Wind Duration: NA I WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -835 H - 1 0 -2244 Lumber D- E 0 -1983 I- J 0 -1385 Top 4x2 SP #1 E-F 0 -2498 J-K 3 0 c ord 'rd 4x2 SP #1 Bot c1�1 Webs x2 SP #3 Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. Platin INotes All plal:6s are 4X6 except as noted. S-R 0 -1 O-N 2395 0 R - Q 1612 0 N - M 1938 0 Hangets /Ties Q- P 2325 0 M- L 803 0 P O 2507 D ger Support Required, by others (J) Ha11nal At Notes : � liitsf 0 fp r#� Maximum Web Forces Webs Tens.Comp. Per Ply (ibs) Webs Tens. Comp. +2x6 gonfinuous strongback. See detail .. 1 j��i STRB 3, IBR1014 for bracing and bridging recom endations.*«" k��i ��,yr "3" ,,��,+ + ✓ S - B 14 0 O - H 496 -89 B-R 1138 0 H-N 0 -355 Webs ire square cut except dbl diagonals or as othe Ise shown. .`m C 047i82 "� " A R - D 0 -1043 N - I 426 0 Truss ust be installed as shown with top chord up. , w , "` D-Q 516 0 Q - E 0 -476 I-M M - J 0 -769 809 0 .+ w"y 'Pw` TAT F E-P 482 -20 J-L 0 -1120 P - F 0 - 259 G-O 3 -323 L - K K-L 0 -15 0 -45 SERIAL# 4801650F 1B:6E SE 10899A 911E BD89 55 F7 `This-dravwing- has been elecuonicahy,signed and sealed by Minuet Martinez;. P.E. (Fl. lic. 9471B2) on the date shown above using a §M4authendtation code, Psinied coPles,pf;thii aowmeet,.aie� clot{considered signed and seated and. the SHA-i aatherditption code must, he cent* odany eltwo�ic copies. *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. ivision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the lformance with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page _ _ drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability if this drawing for any structure is file responsibility of the Building Designer per ANSIITPI 1 Sec.2. i Job Number: 36CS00027 Ply: 1 SEQN: 684279 / T38 / SY42 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL City: 1 FROM: GLM DRW: Truss Label: FT4 I Wgt: 110.6 Ibs I I / ... 09/07/2018 5'2"4 1 7'2"4 + 16'0"8 5'2"4 12' 810"4 1'3" �— 2'6" " — 2'612 1 2'6"12 1 2'6" --4 1T =3X4 =4X6 =4X6 =3X4W=3X4 =3X6 =4X6 1115X6(R) A B C D E F G H I J KL W V U T S R Q P O N M =4X6 =5X6 1114X6(R) 1113X6(R) =4X4 =3X4 =4X6 i I s" 9'9" 16'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.239 S 785 360 W 869 /- / / / / BCLL: ' 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.433 S 587 240 L 873 / - / - /- /- 13.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 N - - W Min Big Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL): 0.033 N - - L Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Code / Misc Criteria CreepFactor. 2.0 Bearing K is a rigid surface. Soffit: 0.00 BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.752 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.696 Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (Ibs) Ten Comp. Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.571 sj Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 3 0 G - H .0 - 2706 I: NA GCpi: NA Plate Type(s): IS - C 0 -1448 H - 1 0 -2118 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -2697 I - J 10 -881 Lumber D- E 0 -2716 J- K 0 -909 E - F 0 -2722 K - L 0 Top chord 4x2 SP #1 F - G 0 -2706 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens Comp. All plates are 2X4 except as noted. W _ U 842 0 R - Q 10, 0 Hangers / Ties V- U 0 0 R- P 2526 0 U- T 2154 0 P- O 2526 0 (J) Hanger Support Required, by others T - S 2716 0 O - N 1766 0 Deflection f�; S- R 2844 0 N- M 0 0 t��f3tlHttf DEFLCAMB10114 for camberrecommendations. etail ��®,. ......... 7 '�*, `*� Maximum Web Forces Per Ply (Ibs) wa_ . Webs Tens.Comp. Webs Tens. Comp. Additional Notes °� 1' I�tc 047'1 ; . � » A - W 0 -58 F - R I O -277 + 2x6 continuous strongback. See detail; STRBRIBR1014 for bracing and bridging " W - B 0 -1175 B - U 843 0 R - H H - P 252 0 18 -24 recommendations_ sfiiOF . U- C 0 -978 H- O 0 -554 Webs are square cut except dbl diagonals or as 1� ;� *,� C - T 901 0 0-1 582 0 otherwise shown. +��„ '�� a" qa"F 0 RA T - D 0 -373 I - N 0 -1100 Truss must be installed as shown with top chord up. ® " ... E 79 114 11999 - F 1- K - M 13 0 400165OF 106E 1E 108.99A911F B©9.955 F7 Abludiawing has been-.etectwnically,signed and 'seaied,by Manuel Mastiner', P.E. OL.Iff- M182j on the date %bow,a above using a 5HA-1authenticationcode. Pt(nted'cbpies„of thi.doamem; ate, not,coasidrted sii;ned. 'and seated amt�the SHMi'authenvtation code must be -veBieA anany eleRronic copies. *`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, bVV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4 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 acceptance of professions 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 ANSIrrPI 1 Sec.2. For more information see this' Us general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; IM www.iccsafe.o Job Dumber: 36CS00027 Ply: 1 SEQN: 684281 / T39 / SY42 4EHBHayden-2601 "H" OL [DR Horton 14EHB Hayden-2601 "H' OL Qty: 1 FROM: DJH DRW: Truss1Label: FT5 Wgt 42.0Ibs / ... 09107/2018 6" �-- 1'2"4 �----{ 6" k-{ �— 1'2"4 =3X6 =3X6 =3X6 I A B C I 8-8„ 3X8 111�4 =3X8 3'4"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U 1 Rw / Rh / RL / W F 579 1- / - / - / - 1- TCDL 10.00 Speed: NA mph Pf.' NA Ce: NA VERT(LL): 0.012 B 999 360 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.021 B 999 240 D 682 / - 1- / -- BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 D - F Min Big Width Req = - Des L : 55.00 EXP: NA HORZ L 0.002 D - �) D Min Brg Width Re q Code / Misc Criteria NCB G) L: 10.00 Mean Height: NA ft Creep Factor: 2.0 Soffit: I 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.546 Maximum To Chord Forces Per PI Ibs P Y (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.213 Chords Tens.Comp. Chords Tens. Camp. A - B 0 -4 B - C 0 - 30 Spaciii : 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.177 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver. 17.02.02.1208.15 Wind Duration: NA WAVE Chords Tens.Comp. Chords Tens. Comp. Lumbr Top chord 4x2 SP #1 F - E 580 0 E - D 580 0 Bate Webs r x2 SP #1 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) II Webs Tens.Comp. Webs Tens. Comp. Special --(�� Loads A- F 0 -28 B- D 0 -718 tuber DucFac /Plate Dur.Fac.=1.O0) TC: =1.00 F - A 0 -49 C - D 0 -176 {om 100 plf at 0.00 to 100 plf at 3.38 F - B 0 -752 D - C 0 -28 BC: Fttom 10 plf at 0.00 to 10 plf at 3.38 B - E 50 -11 TC: �II8891b Cone. Load at 1.85 Hang Its (J) Hahllger / Ties �ttitillEftiAg Support Required, by others ?�� Additi �a41s...... i Notes ° y + "'' a,� ®* Webs otherw�l re square cut except dbl diagonals or as „ C 04V82 a shown. +' • Truss ust be installed as shown with top chord up. Z .. �"h .3C2Y SERIAL# 40.0165 OF 18 6E 1E 1b 89 9A 911F BD 89 S5 F7 This, drawing has been eiectianlrany,signed and seated. by Manuel Martinez,- P.E. (FL.lic, 947182) on the date 'sdown •above -using a SHA-Sauthetiration code. - ,.Printetl ia8ies;;of ahis dowmerrt aii'nnt considered signed and 'sealed and the SHA-1 autAemication. cede roust be .verdied on'any electronic copies. *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse� Campo Fecluire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building r n[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ill id Locations attache as applibable. drawing's ceiling shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 160A-Z Andard Alpine, truss injonformance for plate positions. division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the listing and usp with ANSI�PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page- , is drawingg !nd!cates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability of this drawing for is the the Building Designer ANSIITPI 1 Sec.2. For more any structure responsibility of per i6anation see this job's general notes pacle and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org• SBCA www.sbdndu .com [CC: www.iccsafe.org Job Number: 36CS00027 Ply: 1 SEQN. 684288 / T1 ! SY42 4EHB Hayden-2601 "H" OIL /DR Horton /4EHB Hayden-2601 "H" OIL Qty: 1 FROM: GLM DRW: Truss Label: FT6 Wgt: 120.4 Ibs .. / ... 09/0712018 1'8"4 7'1"12 9'1"12 18, 1'8"4 515"8 2' 810"4 174 �.I � _ 1� 2'6" 1 1'11",_",I 1112X4 2X4(R) =8X14 A B T 8 z 1 X W 1116X6 =4X6 1112X4 =4X4 W=3X4 C DE F V U I �"4—j— 2-6"12 --1-- 2'6"12 1 2'6" --- 12 1112X4 =3X6 =4X6 1115X6(R) G H I J K LM 1 3•_ I� 99" T S R Q P O N T W=H0308 1112X4 =4X6 =4X10 1112X4 18, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R ! U / Rw / Rh / RL ! W , TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.325 G 650 360 Y 1512 / - / - / - / - 14.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.569 G 473 240 M 1032 / - / - ! - / - / 3.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.050 O - - Y Min Brg Width Req = 1.3 EXP: NA Des Ld: 55.00 HORZ L 0.068 O - - � CT )� M Min B Width Re r9 q 1.5 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 Bearings Y & L are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.846 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.894 Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (ibs) Tens, Comp. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.694 Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 1 0 G - H 10 -3864 I: NA GCpi: NA Plate Type(s): B - C 0 -2537 H -1 0 -3564 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -3507 I - J 0 -2649 Lumber D- E 0 -3507 J- K 0 -1074 E- F 0- 3854 K- L 0 -1105 Top chord 4x2 SP #1 F - G 0 - 3867 L - M 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP 93 Maximum Bat Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens! Comp. —(Lumber Duffaic =1.00 / Plate Dur.Fac.=1.00) Y - X 1734 0 S - R 3842 0 TC: From 100 plf at 0.13 to 100 plf at 18.00 X - W 1734 0 R - Q 3227 0 BC: From 10 plf at 0.00 to 10 plf at 17.73 W - V 3169 0 Q - P 3227 0 TC: 5791b Conc. Load at 1.81 V- U 3690 0 P- O 2i)71 0 Plating Notes;41tifYil U- T 3867 0 O- N 0 0 All plates are 3X4 except as noted. ��t1 fgafj T - S 3842 0 Deflection4V,, Maximum Web Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.32" DL: 0.24". See detail a . ; f3 0471 « %o Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. : a,• Z-Y 0 -7 G-T 47 -nu Additional Notes ;, : A - Y 0 -28 T - H 43 14 +2x6 continuous strongback. See detail + 1AT : Y- B 0- 2266 B- X 30 - 8 H- R R- 1 0 - 388 0 STRBRIBR1014 for bracing and bridging �°� '7 B - X 10 -3 1- Q 7210 -4 recommendations. dbl diagonals pt.e� n sWebs B-W 1031 0 I-P -786 are square cut except or as 1`ltia W- C 0 -879 P- J 805 0 otherwise shown. C-V 470 0 J-O 0 -1343 Truss must be installed as shown with top chord up. sEnIALx V - E 0 -378 O - L 1458 0 • 400165OF186E1E10899A911F81)89SSF7. E-U 340 0 L-N 13 0 `7riis drawing has been elearonically,dgned and seaied"by U - F 0 - 241 Masud Maiuner, P•E.'ift. tic. W7]82) on the date -sbown above•using a !ik-1 authemicatiuncode. i Permed Copies;;of ;this, 0oamer't, ale"not comidesed signed and sealed and. the SHAA WA1166d3ion cade,. must -be ;verified vn`any. eleRronic copse;, "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 Composes[ Safety Information, byy TPI anc7 SBCA) fo'r shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building safety practices prior to performing these functions. Installers shall provide temporary have and bottom chord shall have a bracing per BCSI. Unless noted dtherwise,top chord shall Locations shown for properly attached structural sheathing lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, attachetl rigid ceiling permanent as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing truss in conformance with ANSIrfPI 1, or for handling drawing indicates shipping, installation and of seal on engmeertngg responsibility solely for the design shown. or cover page The suitability listing this acceptance of professions ANSIITPII Sec.2. and use of this drawing for any structure is the responsibility of the 6uiiding Designer per For more information see this'ous general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA : www.sbcindu .com; ICC: www.iocsafe.org Job jimber. 36CS00027 Ply: 1 SEQN: 684291 1 T32 I SY42 4EH Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Qty: 9 FROM: GLM DRW: Trus Label: FT7 Wgt:112.0lbs .. / ... 7'1"12 1 9'1112 18' 7'1 "12 2' 8'10"4 r 1'3" "1 3 _L2 „1� r 1- — 2-6"12 2'6"12 I "1 =2X4(R) =-4X6 A B T e z i 1114X4(R) =4X6 W=3X4 C D E F G X W V =4X6 =4X6 1113X4(R) =3X4 =3X6 H I J U T S R Q =3X4 =3X4 =4X4 W=H0308 18' 09/07/2018 =3X4 =4X6 1115X6(R) K L MN 919. 8'8" P O T =4X10 Load! I TCLL: TCDL BCLL: BCDL Des L : NCBC Soffit: Load .uration: Spaci Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.308 H 684 360 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.545 U 534 240 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.043 P - - 55.00 EXP: NA Mean Height: NA ft 00 HORZ(TL): 0.059 P L: 10.TCDL: NA psf Code / Misc Criteria Creep Factor. 2.0 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.819 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.955 : 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.652 Loc. from endwall: NA FT/RTA 2(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions Loc R / U / Rw Y 982 / - / - N 982 /- I - Y Min Brg Width Req N Min Brg Width Req Bearings Y & M are a rigid Maximum Top Chord Forces Chords Tens.Comp. A - B 1 0 B - C 0 -16M C - D 0 -2872 D- E 0 -2872 (Ibs) I Rh / RL /_ /_ /_ /_ = 1.3 = 1.5 surface. Per Chords H -1 1-1 J - K K- L / W / 4.0 / 3.5 Ply (Ibs) Tens. Comp. 0 -3441 0 -3275 0 -2470 0 -1009 Lumber l l Top c ord 4x2 SP #1 E- F 0 -2872 L- M 0 -1039 Bot ch 3rd 42 SP 91 F- G 0- 3422 M- N 0 0 Webs x2 SP #3 G - H 0 -3440 Platin� Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Deflect) ion Y- X 955 0 T- S 3484 0 I Max JT VERT DEFL: LL: 0.31" DL: 0.30". See detail X- W 2380 0 W V 3282 0 S- R R Q 2991 0 2991 0 DEFL for camber recommendations. - V- U 3440 0 - Q- P 1945 0 7131014 Additi nal Notes U- T 3484 0 P- O 0 0 + 2x6 I �a•aar " I ntinuous strongback. See detail Maximum Web Forces Per Ply STRB[i,��.,, BR1014 for bracing and bridging wk`,i �a (Ibs) rewmry!endations. >� G f82Webs & Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as " Z - Y 0 -7 H - U 194 -242 otherwise � shown. `" w A - Y 0 -40 U - 1 356 -358 Truss ust be installed as shown with top chord up.STATE OF 4° a Y - B 0 -1330 1- S 0 - 369 ��0, � +v�<„ 4.R� B-X 1014 0 S-J 386 0 ; � X-C 0 -967 J-R 21 -23 " C- W 670 0 J- Q 0 -708 sfittt1i111 D- W 0 -99 Q- K 730 0 W- F 0 -629 K- P 0 -1260 SERUtL x F- V 735 -15 P- M 1370 0 400165OF106E:1E10899A911FOD89SSF7 V-G 0 -537 M-0 13 0 `ibis--dfawing-has . been .eledtonicafiV;signed and sealed by Manuel Martinez; P.E.-JR. tic 947182) on the date s6Dvn .above using aSHA-SauMeffti[atidn[ode.. _. Primed ioDies'of tf,!s,do[umem aienoftoasideredsigned and sealed and the SHA-1 authef tiiation [ode roust ;be verdiedonanV.electrodiccopies: , "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 Safety Information, by fo'r .ompo tracing en TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall temporary have a propperly Ittache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections ble. Apply to face truss B3, B7 or B10, P Is appii irawingidivision plates each of and position as shown above and on the Joinf-Details, unless noted otherwise. fer to 160A-Z for standard \Ipine, plate positions. of ITW Buildin�LComponents Group Inc. be for deviation russ innformance shall not responsible any from this drawing,any failure with ANSI�i PI 1, or for handling shipping, installation bracing trusses.A this drawing to build the and usgI and of seal on or s drawing,indicates acceptance of professional engineering responsibility solely for the design shown. of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. cover page_.isting The suitability Job Number: 36CS00027 4EHB Hayden-2601 "H" OL /DR Horton /4EHB Hayden-2601 "H" OL Truss Label: FT8 Ply: 1 Qty: 10 Wgt 141.4 Ibs SEQN: 684297 / T41 / SY42 FROM: GLM DRW: / ... 09/07/2018 910"8 107 2078 910"8 1'8"8 978 I 1 76"12 2'6"12 1'3"12 2'7"4 1'3" W=3X4 ==2X4(R) =6X6 =3X4 AB C =4X41112X4 D E F G =3X10 =3X4 1112X4 H I J K L =5X6 1112X4 M N Os e9'y" T ;-T I I1 1 1�g,8" `Y AC AB AA Z Y X W V 1114X6(R) U T S R Q P 1112X4 =4X10 1112X4 =5X6 W=H0308 1116X6 m5X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.35". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20'3"8 Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Lee R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.385 U 621 360 A 1106 1- l - I - 1- l 3A Lu: NA Cs: NA VERT(TL): 0.673 U 451 240 p 1110 1- / - / - / - / 315 Snow Duration: NA HORZ(LL): -0,061 M - - A Min Brg Width Req = 1.5 1 HORZ(fL): 0.084 M - - P Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & P are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.786 TPI Std: 2014 Max BC CSI: 0.744 Maximum Top Chord Forces Per Ply (Ilbs) Rep Factors Used: Yes Max Web CSI: 0.752 Chords Tens.Comp. Chords Tens.1 Comp, FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 H- 1 0 -4226 Plate Type(s): B- C 0 -1197 I- J d -4226 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1165 J - K 0 - 3411 D-E 0 -2899 K-L 0 -3411 E- F 0- 3981 L- M I) -1947 F-G 0-4711 M-N 0 G-H 0 -4717 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. CComp- AC-AB 0 0 V- U 47�17 0 AB -AA 2245 0 U - T 4711 0 AA- Z 3554 0 T- S 0 0 Z- X 3554 0 T- R so 3948 0 x 3 P 'O0 -w 4490 Q- B "'�' W - V 4491 0 �$7182 a Maximum Web Forces Per Ply (lbs) �. Webs Tens.Comp. Webs Ten Camp. OF AC- B 14 0 U - H 255 -55 B -AB 1579 0 H- T 0 -819 AB- D 0 -1457 T - J 0 D -AA 909 0 J- R 0 -730 AA- E 0- 891 K- R 0 -65 E-Z 19 -28 R-L 858 0 SEBIALtt E- X 5W 0 L- Q I b -1157 400165OF106E1E10899A911FBID 89SSF7 X-F 0 -710 Q-M 1197 0 Ahist drawing has been Ue[tioni[a0y,sii:nM:arrtl;ualeC•.by F-V 662 -79 M-P 0 -1513 Manuel Mattinet, P.E•(FL'Lic... "'J IrL on the time sbowri V - G 18 -228 N - P 0 -40 ,above using a BHA-iauthemitationcode. U - H 85 -18 P - O 0 -7 P�imed`copies;;of this douimentaid`notp[msideretl signed 40 sealed aml•the 5HA3'atalf ation.,Ea4e mustbe vethie8 on Pay electrodiuoilki, '"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) ty safety practices prior to performing these functions. Installers shall provide temporary bracingTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610. as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible forany 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 pproiessiona 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 ANSIrrPI 1 Sec.2. j &I'lwCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 Dry 11 span I No cantilevers 1 0/12 slope September 7, 2016 17:38:47 BC CALCO Design Report Build 6536 File Name: 36CS00027-Beam.bcc Job Name: 4EHB Hayden-2601 "H" Description: DesignslBM1 Addre s: Lot 27 Creekside 36CS00027 Specifier: City, Sate, Zip:, FL Designer: GLM Custoli er: Company: Raney Components, LLC. Code (pports: ESR-1040 Misc: 20-07-08 Total Horizontal Product Length = 20-07-08 Summary (Down ! Uplift) (Ibs ) Total 5,818 2" 5,424 Live Dead ummary :ription Load Type Ref. Start End 100% 90°/a idard Load Unit Area (lb/ft^2) , L 00-00-00 20-07-08 40 15 Unf. Lin. (Iblft) L 00-00-00 20-07-08 321 119 0 Conc. Pt. (Ibs) L 03-09-12 03-09-12 509 189 IS Summary Value %Allowable Duration Case Location Pos. Moment 25,804 ft-Ibs 69.1 % 100% 1 09-11-15 End Shear 4,881 Ibs 45.9% 100% 1 01-10-00 Hole Sl Iear Moment 2,262 Ibs 80.8% 100% 1 17-07-08 Total Lip ad Defl. U313 (0.754") 76.8% n/a 1 10-02-08 Live Load Defl. U442 (0.533") 81.5% n/a 4 10-02-08 Max D4'fl. 0.754" 75.4% n/a 1 10-02-08 Span / Pepth 14.7 n/a n/a 0 00-00-00 Hole Lglcation Valid Hole Summary Center Elevation Ref. Width Height Shape Orientation 03-00-00 8" R 4" Circular Horizontal % Allow % Allow 1 Supports Dim. (L x W) Value Support Member Material Vall/Plate 6" x 3-1/2" 5,818 Ibs n/a 36.9% Unspecified Vall/Plate 7-1/2" x 3-1/2" 5,424 Ibs n/a 27.6% Unspecified neets Code minimum (U240) Total load deflection criteria. neets Code minimum (U360) Live load deflection criteria. neets arbitrary (I") Maximum Total load deflection criteria. ons assume member is fully braced. DO analysis is based on IBC 2009. lased on Dry Service Condition. Page 1 if 2 B1 Snow Wind Roof Live Trib. 01-00-00 n/a n/a No 0471162 4 W Imo: t T,T '$ . ,SERIAL# 400165OF 10 6E 1E 10893A911F 8089 55 FT �Tbts drawl has been eleRtonically signed and seated by Manuel llmginez, P.E.'{F[Aic. *41182) on the date shown ,above using a SHA-1;An bendcation ode. .Pdoied, coplo of;tais docmnent .ate not cunsideled signed • and seated and' ihe- SHAA iautbentitatlos - code. most be milled on any ifecuont, opie,. ®Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1BM1 IBM Dry 11 span I No cantilevers 1 0/12 slope September 7, 2018 17:38:47 BC CALC® Design Report Build 6536 File Name: 36CS00027-Beam.bcc Job Name: 4EHB Hayden-2601 "H" Description: Designs\BM1 Address: Lot 27 Creekside 36CS00027 Specifier: City, State, Zip:, FL Designer: GLM Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d L Completeness and accuracy of inp t must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application. Output here based c • • • on building code -accepted design properties and analysis methods. , • • • Installation of Boise Cascade engineered wood products must be in accordance with a current Installation Guide and applicable building codes. To obtain Installatio#Guide or ask questions, please call a minimum = 2" c = 6" (800)232-0788 before installation. b minimum = 3" d = 12" BC CALC®, BC FRAMER®, AJSTM, Calculated Side Load = 440.0 Ib/ft ALLJOISTO , BC RIM BOARDT"' BCIO , BOISE GLULAMT, SIMPLE FRAMING Connection design assumes point load is top -loaded. For connection design of side -loaded SYSTEM@ , VERSA-LAMO, VERSA -RIM PLUS@ ,VERSA -RIM@, point loads, please consult a technical representative or professional of Record. VERSA -STRAND@, VERSA -STUD@ are Connectors are: 3-1/4 in. Pneumatic Gun Nails trademarks of Boise Cascade Wood Products L.L.C. Construction Details o• Loaded Only + - i+ Double 4 7r is r See below rdn' . When 2 pieces of 1-M" Veraai-LaMar loaded from above Nail 9.1120 and 11-7ff beams w/ 2 - rows 16d box or slok Nail 14". Wand 18" beams w/ 3 - taws 16d box or sinker Nail 24" beams w/ 4 - rows 16d box or sicker nails. 4001650F 10 6E IE 10 899A911F;86,89 55 F7 :n drawing�a been, electtdnicalip'signedjand sealed;,by "Manuel Marcine=;; PE (Fl: tir::R4Ti+2).ao the"date `shown above,usio¢aBHA-.%.autherticationcode.. Viinted copief ut.tQis document .are opt ioniideced'sigapq and sealed anA'the 51#A i�amheMicaUon�lcode mustbe ve�8ied eh any eleamnic copies: I Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = L00 Or, 120 mah Wind Sneed. 15' Mean Helaht. Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace r (2) 2x4 'L' Bracer (1) 2x6 'L' Brace r (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - r S P r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7- 12' 2' 12, 8' 14' 0' 14' 0' 03 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0- l4' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' It, 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' QJ Q P Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V a, 11' 9' 6- 10' 4' il' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12, 9' 14' _' 14' 0' - S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 03 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' to, it, 11' 8' 14' 0' 14' 0' (U r D f L Stud 3' 9' 5' 3' 5' 7' 6' Il' 7' 5' 9' 2' 9' 7' 10' It' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' a, 11' 9' B. 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U IJ F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' O f l Standard 4' 2' 6' 1' 6' 5' 8' 1' B' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 01 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' It' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10' I1' 13' 4' 14' 0' 14' 0' 14' 0' Q1 D F L Stud 4' 4' 6' 5' 61101 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' t0' 10, 11' 10, 12' 7' 14' 0' 14' 0' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' U S P F #3 4' 7' 8' 2' B' 5' 9' 8' to, 0' 11' 6' 12, 0' 14' 0' 14' 0- 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F 1 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' 8' B' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' to' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' r i T D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14. 0' 14' 0' 14' 0' Standard 4' 7' 6' 6- 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About fE rS able Truss Diagonal brace option T vertical length may be doubled when diagonal Ala,X brace Is used. Connect I diagonal brace for 60011 'L' 7 at each end. Max web Brace total length Is 14'. 2x6 DF-L #2 or better diagonal T I Vertical length shown braces single 8, In table above. or double cut L 45' (as shown) at upper end Connect dlagomT at midpoint of vertical web. Refer to chart above for IT -VARND(Tda READ AND FTILUV ALL NOTES QI THIS DRAVD#g ..DW RTANT+. FURNISH THIS CRAVING M ALL CONTRACTORS DCI.UDDIG THE: INSTALLER& �` t Trusses reg ire extreme are In F.brlcathil, handling, shipping, Install4,q and brodnq. Refer{ to and follow the latest edition of MST (Huldinq Component Safety Information, by TPI and SBCA) forl..saFety pprractices prior to perferning the" ft=ttons. Installers shall pravlde temporary 1-c! per HCSL Untess noted otherwise, top chord shalt have property attached structural sheotHng aM bottdn .rd shalt have a property attached rigid ceiling. Locations shown far permanent lateral restraint of webs instolled SCSI H7 as appticaltv.no Apply to each face d i i i snap have bracing per plates or De sectionsWon the of truss aM positlan as clam above on thn Joint Detans, wtecc noted otherwis°, LL�LI- Refer to drnwinps I60A-Z for standard plate positions. plate R :Q ^+j. AN ITW COMPANY Alpine, a division of !TV BwM1dlnO Conpments Or'ouP lne shalt not be responsible Far any deviation iron this drawing, any failure to Mdltl the truss In conformance with ANSI/TPI 1, or for handling, shipping, q hstatlatlon 6 bradng of trusses. A seal on this drawing. ar cover page Listing this drawkg,_�Cates_occep_tance of professional.__ biof the ham=Twig er per ANSL - K I S=tHs-draw4fR s s the responsibilitythe Holding per AIimd I Sect. for any structure for any structure is the resp ty fir ?t 13388 Lekefronl Drive Earth City, MO 63046 s this al notes these e, wino more information see+this ,Job's general notes Age µ°im ..v�ctcwcsf®ara Bracing Group Species and Grades, Group A; S ruce-Plne-Flr Hem -Fir Ri / #2 Standard #2 Stud #3 Stud 1 1 #3 Standard ➢ou las Flr-Lorch Southern Plnewxv 03 #3 Stud Stud Standard Standard Group Bi Hem -Fir #1 & Btr #1 Dou 1. Fir -Larch Southern Pineww. #1 #1 #2 1 #2 lx4 Braces shall be SRB (Stress -Rated Board). xwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes, Wind Load deflection crlterlon Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) malts. )K For C1) 'L' brace, space nails at 2' ox, In 18' end zones and 4' ac. between zones. )K)KFor (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, 11 Gable Vertical Plate Sizes 11 Vertical Length No S lice Less than 4' 0'eater 2X3 Greaterthan 4' 0', but less than tf' 6' 3X4 Greater than Il' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer, for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 N MAX, TOT, LD, 60 PSF MAX, SPACING 24,0' AS-CE�=10--160 Gable-Stu.ol-ReinforeeMen_t_ Detail mph Wind-SpeedJ30'-Me0:n Height ,—Encl-osed-Exposur-e-C Kzt--==1,00== - _ Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n— inn — t.n. A c_A nrn al— uauw,+ pmr+tau., r—incod_ r—=„ro n- It>t = Lnn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace (1) 2x6 'L' Brace 1( (2) 2x6 'L' Brace Nil Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' G' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14, 0' US u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' li' 2' Ill it, 13' 7' 14, 0' O P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13, 1' 14' 0' 0) #1 3' 10' 6' 4' 6' •7' 7' 6' 7' 9' 8' I1' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' —j S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Ill 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' oj D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' to, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' e' ill 9' 7' 12' 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' o S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' e' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' V 5' B' 6' 0' 7' 6' 8' 0' 9' It, 10' 4' it, 10, 12, 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7- 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13191 14' 0' 14' 0' #3 4' V 5' It' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' OJ D F L Stud 4' V 5' ill 6' 4' 7' 1l' 8' 5' t0' 0' 10, 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' li' 0' 11' 9' 14' 0' 14' 0' d S P F #1 / #2 4' 8' 7' 11' 8' P. 9' 4' 9' 8' 10, 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 5' 1 7. 7' 8' 1' 9' 2' 9' 6' 10' 11' it' 5' 14' 0' 14' 0' 14' 0' 14' 0' :U O H F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' I1' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' It, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d c D f L #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' s-1 Stnndnrd 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruts -Pine -Fir Hem-Flr 01 / #2 Standard 1 #2 1 Stud #3 1 Stud 1 1 #3 IStandarell Do u Ins Flr-Larch Southern Pinewisis #3 #3 Stud Stud Stnndnrd Stnndnrd Group B, Hen -Fir #1 6 Btr #1 Dou Ins Fir -Larch Southern Pineam #i #1 #2 #2 ix4 Braces shot( be SRB (Stress -Rated Board). rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. About( 31E For (1) 'L' brnce, space calls 2' able Truss zones. In 18' end zones and 4' o.c, between zones. #l)Wor (2) IL,braces- space nails at 3' o.c. Dlagonal brace options -i- in 18' end zones and 6' o.c. between zones, vertical length may be doubted when diagonal 18' )K 'L' bracing oust be n minimum of 8011 of vein brace Is used. Connect L member length. dtagonat brace for 690# 'L' Gable Vertical Plate Sizes at each end. Max Feb Brace total length Is 14'. jKl#I Vertical Len th No Splice 2x6 DF-L #2 or Less than 4' 0' 2X4 i better diagonalr Greater than 4' 01, but 4X4 Vertical length shown brueei single 81 less than 12' 0' In table above. 45' or double cut (as shown) at L. + Refer to common truss design for upper end, peak, splice, and heel plates. nttnuous Bearing Refer to the Building Designer for conditions Connect diagonn at lillllllll (N4 not addressed by this detail. midpoint of vertical web. Refer to chart above for max ga+b,' e r length, WARNING + READ AND MULLHIS OV ALL NOTES IN TDRAVING1 —DIPMUNTo FURNISH THIS DRAV1NG TO ALL anTT1ACTon UMUDING THE 1IISraLLERS, ��` '/i T REF ASCU-10-GAB16030 DATE 10/O1/14 Trusses require extreme core in Fabricating, handling, shipping. Installing and bracing. Refer to and Follor lino !¢left etllUon Of BUT (Building Component Safety Informaton, by TPI and SBCA) for safety ��` t� CA�ts� `� ytil �� \�� practices prior to performing these functions. Lrstallers shall provide temporary bra per BCSL Um(ess top have l,attan ¢hard q`J' A16030ENC101014 u noted oche—l-, chord shall properly attached structural sheathing on shot( have a property attached rlgld Locations shorn For permanent lateral restraint h wets ace have Installed BCSI applicable. Apply to each face No .. C DRWG O shall per sections o plates sections the J or Oet Ks and of truss and ppooslUOn shorn above and to lino Joint Dem[s, unless noted otherwise. V.1 Refer <o drawings 368A-Z for standard plots positions, Alpine, a division of ITV BuRding Components Group Ina shall not be responsible for any deviation from ATE OF AN ITWCOMPi4NY tws drawing, any falture to build the truss w, conformance with ANSI/TPI 1, or for hondUng, shipping. Installation L bracing f t—ssm % �O •� �J MAX. TOT, LD. 60 PSF cove d. The, instates ---Pt--eoof pr mein argl A -sent on tMs drawing or cover page des thisshown. and ass of this drawing for the The %�^ Gt�. /'�f� engtneerbg responsBi[1ty solely shown yu per For arty atruct,+r Is tlm respaedyhWty of the BuAdinB Dedgner Per ANSI/TPI t SeaZ MAX. SPACING 24,0� 13389 Lakelronl Orive Eadh City, M063045 For more Information see this job's general notes POge and these web sites, �f.�Yj �'+11 �p1A��q !fit F44ft NAlie, ALP iNEr wrr.alpingtrcoml TPL rww.tpIr t.-gI SBCA� rrr.Lbclndustryorgi 100 wwwJcc%6feorg 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, sc s96 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'I Relnfo Mem1 Go Tr ble vertical length rater than 48' 'L' 'T' brace required Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Examples 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3,',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords. Toenalled Nails, Iod Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A1203CENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall 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 L30 x8'7'=11,2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 D ^ \ V a. I1�\ 11 U v "WARNDUMN WEAD AND F'01W ALL MTES ON THIS DRAv1Ntl ssmPORTANT" FURNISN THIS DRAVIHG TO ALL CONTRACrRS MCLUDM THE INSTALLERS. Trusses regiiv extreme care h fabrioattrp, handling, shipping, hstnNrlg and bracing. Refer to and follow the latest edition of SCSI (BWldkV Corponent Safety Warnmtbn. by TPI and SOW for safety prnctlees prior to performing these functions. Installers shall provide tenporary �brad,,a per SCSI Unless noted otherwise. top chord shalt have property attached structural sheothlnp and bottom chord shall have a property attached rio ce0.hp Locations shown for pernonent lateral restraint of webs S7 or Big.Uet as aloplicaunlessbte. App s to each face- cingposition Insion cis per above shall have and of truss and position as shown above and on the .bht Details, unless noted sand on the Refar to dwwhps 160A-2 far standard plain positions. +pDrserRs=,��upp= hall-irot mle ar= vy----- tbrrfim ttas drawing, any fasure to tt Ld the true h caMomnnce akin ANSI/TPI i. ar for he dtrp Shipping. hstaUatbn 6 brackg of trusses, A seal an this drawkp or raver page Uw%V tits drawsp, hdcates acceptance of professional eegYrerhp rewporls Aftj jely for the dn%n shown. The slltoblhy and use of this drowft for arty structwo Is respaeufbflty of leddlrq Dedprwr per Al6LTPI I Seel For more Infornatton see this Job's general rates papa and these web sHrn ALPINFJ wnnloheitecon, TPI. www.telnstare, SHM wwssbchdustrvaral ED wwwJccsofe.oro aaSbwYiia u� 4'P, `A�A'FJ-�1fiT he *•nr's�..,� «^`,gY'r titia dam' # r atn fl�sTas2 °x ;, er = = cva m rq.= "' a+ wa.sasa..... ...... .......«-w.., �. • m -- REF LET -IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 _-�I-AInr,=�iY1sF'rn_-o_f=IiV_Bddt'W- AN'IfINCONIPANY IWLakefmntDdW Eadh CRy,M063045 MAX. TOT, LD. 60 PSF DUR. FAC, ANY MAX, SPACING 24,0' -_ -- — _ Hip —F r a-r - e=D=e-t a-i l-s B - —/Hip Frame - - - - 2: I'R' lthed Use ASCE this detail 7-10, 180 for, Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame -provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, Residential, 140 Wind mph, TC 30' Mean Hgt, Partially DL=4,2 psf, Kzt=1,00 Enclosed, Cat II, Exp C, Structur nnels must be properly attached directly To hIn'l11;-WWFiYwrlins. —+ARHM" RM AM can i nv ALL NaTu ON TW WAvma �' /n- REF HIP FRAME o0�WMTM FURNM THIS IHtAVM TB ALL CwIiwCTmL4 DMUBING THE RMALLERS. 1� �CiENgF Trusses require ertrene care I fobrl'—g; • hmdlln0, shlppin0, InstnlUrp and brat? Refer to and V s DATE 10/Ol/14 follor the latest ¢dition of BCSI (Busdlrg CampcnenL S¢faty [nfornntim, by TPI aM SeW for safety No praetkes Prix to perforninr these f-4tlons. Installers shall provide temporaoryry brads per BCSI. Unless rotes otherrise, top chord shall hove property otWched structural shea'tNnO and bottom cord = DRWG HIPFR1801014 shoU have a property attached rlptd ceain0. Locations shorn for pernanent tnt¢ral rastrab�t of r¢bs, _ _ 'LA IN 19 ehna Mhe bradnr nstatled per SCSI sect ons 83, B7 or BIO, as apolcnb e. App y plates to each face d .Flu and ppoositbn ns shorn above and an the Joint Delnls, ess rated o nLse. /Sr A�E OF Refer to drarin09 16OA-Z for Standard plate poskbns. Atpine, a divlsim of Wd BuldInO Compments Group Inc shalt not be responsible for any deviation from 5 !� l.� Q APIITYVCOMPANY tNs drorin0, any fn04ure to buRd the truss In conf—m— rith ANSI/TPI L or for h-dt1n0• sMppbV, I stollatlm L bracin of trusws. A seat on this drodnt0y or cover p¢oe lLat¢ilt�O, tMs drarkir, Yklcates acceptance of professtmal ti Earls L.W,063045 far any s F de r �.,por,s6 y 21w HWldhl Deal2� per pare and l I Seec siteshown. The sUtabitity and � of this s uyXtkfe, /„ " I t ALPINE. rrrnlphWte.con) TPD err•tpinstorrl SBCA� rrr.ab�Mdustryorr) Itb rvrlccmF¢arr - •0'bZ 9NI3ddS �� + `� ,,`�'al �+' ,� •` ' p `3 _ -- - - � 1 D �y %S �' ,o RJV !�' : �`' c ' = i ,{ �� a i r. ,-- •i �. l% ^®� tY�l� t�� a�`� `C� �'%{� ��\` i7t)'1151 '1��..�� Broaloa�•ua poI !e a•A q. quagr... 03as !8uo•;su diva qdl tuozwylwldlTMu..3Nldltl !sails qaa asa43 put ae� saiou 1t.uua8 s,qo( sM aas .0[4—Q!!q aloe m! ST=1dT/74--- - . 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Capon gooa g000,l.y )K)K '.Aa44aq .!o a# -1-3(I 'Z#/I# ddS '£# dS 4xa sgaM '.Aa4-4-aq .Ao Z#/I# 3dS uo NZ# dS yx2 p-+0g6 4-0fi 'ua44aq .4o Z# 3-j(I 'Z#/T# 3dS 'NZ# dS {,X2 puoLi❑ dol 'LIdw 09T fOT-L 33Sd - T0001CI AallnA a Piggyback Detail -- ASCE-7-101 160-- mph,__ 3.0' _ _Me_an_Height,_ Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0. ---- — -- - Or 140 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5,0 psf (min), K2t=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for oloovback and base truss soeciflcations, Detail A i Purlin Spacing = 24' o.c, or less 12 enus ano a c r- max u,r_. spaunu m rJe uween, Detail B t Purlin Spacing > 24' o,c- 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.13S'x3.5'), 4' Purlin Spacing) 24' o.c. max Full Flat top chord purlins required at Top Chord Scab (Typical Each End) Chord Depth both ends, purlin spacing Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. tea}jjtiJijlll oVMMV_ READ AND FOLLOW ALL NOTES ON THIS MAW`��h WORTANTo FURPaSH TM DMVMfi M ALL CONTRACTORS DKLI MMG THE INSTALLERS ' WW1 Trussos require extreme care In fabricating, hAndUM, shlpping, Installing And L—cing. Refer to and follow the latest e11 of BCSI 111 ,g Component Safety Information, by 11 And SBCA) For sAFety practl a prior to perforNng these functions. Installers cWl prov4/A temporary brAdng per BCSI. ^, U- 1 Unl ss noted otherwise, top hard shall have properly Attached structural sheotNrg And button chord z N y shall have a properly attached Hg1dIII �ectlo Locations sham For permanent lateral t— to n ee * _ r d LPONF ehalt have brAcbg Installed per HCSI seCd on the J or HIa asppftbl.. Apply Platos to each Fnce _ of truss and ppoosftion ns shorn b.— And on the Jotnt H¢SARe, uMeze noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, A tllvWon of ITV Buitdtng Components Group Inc, shall not be responslble far any devb.tion from + "(* AN RWODMPANY tNs drawing, any PaRure to build the truss In conformance with ANSVTPI 1, or for ha no, swppl g, v !� � s (3�` Instaaatio. L bracing of trusses. - d A seal on this drawing or cover page UstbM tars drawing, 6dkates acceptance of professional �$ it ,i ergWieerYg respor s4Rity salNY for the design shorn. The sWtoWUty and use of this dra"V kf C� iar any structuro Is the resport>b01ty of the BxAdeng Hes7grwr per ANSI/iPI L Sec.Z EnAh ity,M nl345 For "ore Information see this b'e general notes ppAAGGe and theca Web sites+ • Earth Gity,M063045 ALPIND reealolneltecom- TPH eertolnetarSBCk we.abeinduetrv.orol ICG rerlccsaFeoro fir',01 Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nalls (0.128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either, of the foltowing- (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC S (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note- Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'xB'x7/16' <min) APA rated sheathing ggussets <each face). Attach @ 8' o.c. with (8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c, front to back faces, 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o.c, Attach 'Eeeth to piggyback at time of fabrication, Attach to supporting truss with (4) 0.120'xl,375' nalls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' F PIGGYBACK TE 10/01/14 WG PB160101014 r CLR Reinforcing Member Substitution This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3_or 2x4 2 rows 2x6 -2-2x4-- 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x4OO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6w T-reinforce ment, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcerlent: or L-Reinf. Apply to either side of web narrow face.. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 807 of web member length. Scab Reinforcementi Apply scab(s) to wide face of web. No more-than-Q)--scab-per-face,-- Attach with 10d C0,128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab T-Reinf, L-Reinf, DRAWDQ ..WMTANT FIRtM TFas�'nR°AIID AVM TO ALL rartRMTRc nl�clueM TTle a+sT&MM Trusses regWr. w.trene care In fabricating, handling, chlppMg, InstaWng and bracing. Refer to and ��.\vE� M�Q��,� �/ TC LL PSF REF CLR Subst, folio. the latest edition of BCS1 (Building Congo-.t Safety trKornatbn, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide tervnorary bracing per BCSL �\ �v h, A - ti \v IV -4� �i TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 m Unless noted otherwise, top chord shall have property attached structurot sheathing and bottom Chow shalt nave a properly attached rigid cellVig. t.omtlww shown For permanent lateral restraint aP webs chap Nava bacing installed per SCSI sectlons B3, BT or BIB, ns nppllcnble. Apply plates to each face _ \„ A C DL PSF PSF f truss aw position as shorn above and on the Jdnt Detnlc, unless noted ofherds¢. Refer to drawings 16GA-Z for standard plate positions. Alpine, a dtvtolon of ITV Bullding Components Group Inc sholl not be responsible for anyy deviation from =!K I/ _ $_ C LL 'pT. LD. PSF All tTW COMPANY this drawing, any failure to bdld the truss in conformance with ANSUTPI 1, or for ?-4 ng, shipping, 1�r��yyy,` � 5 .� �('Ej dip Installation A. bracing of trusses. A seal on tins drawing ar cover Qa ll_ t10s drawing, `—Thenssndg Dedgnetw tr ,a• nSfe-ctu2 for. dnof the - ALPINE, ysv°ralPinaltrconl TPlorrctoinsstt.orgi SBCA,I w—sbcIndustry.orglslCO wwwlcisafee g aaff40.. ( �l`IdlA 1?[9�17t'..�q�`a`� D�R FAC, Lakefront Earth CryM0630a5 SPACING It, - � Cracked or- Br-o-k-e-n- M_e m:b-e-r-- R_e=p=air- -Detail -- - - Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o.c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L L Typical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + Stagger + = Back Face 10d Box (0.128' x 3', min) Nails+ 0 = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Stagclerec Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# - 1295# 1415# Web or Chord 2x4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 e 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48` 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# S L Nln nun 8 L IAstancn Ntnlnun L nistnnce 8 L z4 L L Nail Spacing Detail �� W"" L rI wARNnwpa READ Aran FOLLOW ALL NOTES ON THIS DIL\WRK3 �.TIF il; °{e, REF MEMBER REPAIR ■■W?MTANT.. FIXWSH TIUS DRAWING M ALL CONn ZMRS IMMUDtNG THE INSTALLERS. Q. �� ss Trusses reclub- extrene care in fabricating. handlkV, s"ping, InsWUng and bracing. ReFer to and ,q ✓r faun. the atees emuon of HCSI <e�em,g mnparons safety "'natmn, by TPi and SHLAI Far caFrty =� �' DATE 10/01/14 Mess pHw to perform" these functions Installers shop provitle to go— bracing per BCSL N�. Mess noted otherrase, top chord shalt have properly attached structural anentrdno and botton chor � � � DRWG REPCHRD1014 chnll hav¢ a properly attached mold ceiing. Locations shorn for permanent lateral restratnt of webs a FI r=10 �� small have broUng tnstntt¢d per HLSI sectbns H3, BJ or Bia, opplkabl¢ Apply plats to each face f V II II`—=IIUrI_�J�I of truss and ppoosltlon as shorn above and on the Joint Betalls, unless noted otherwise. C ry� Refer to dra.ings 160A-2 for standard ptate positions' G V Alpine, a WWon of 1TW Building Components Grote lmG shall not be responsible for any devlaibn fron S r ANlT1Nt7DMPANY tMs drnrtng any faA re to btgd the truss In conformance with ANSI/TPI 4 or far handUnp, sNPPIN, a hstallation � bratlng of trusses. �ii Q � ow A seal on this drawing w cover page Usting tNs drawing, taw acceptance of proPessbrol / �n eneneer4lg rrsponsOAlty solely for the des�n shown Ths suttabliSY and use of this dro:Ng ��i ff,, Far anY sW,ctwe L5 the resporKbllty of the a... Deolgner per ANSTYTPI 1 SeC2 / fY4. 73389 L y' M of Drive For more 1nFornation see W. Job-s general notes page and three web suns � / A � EaAh Ciry, M06304G ALPINE www.alp(n¢atw.coni TPG ww.SpowtArgl SBCA- ww.cbclpntlustry.orgi IC6 wwrJcccoFearg fq/11T \1I\1\\ SPACING 24,0 MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM "FILLER EXISTING FILLER GENERAL NOTES, - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS Knrrn ❑N THIS SHEET r USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MO➢IFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN IS - LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). VA&mRgew READ NO FM.LDV ALL WTc¢ ON IM MAVDO "DiF ANTZ FlIr D] TM MAVIK To ALL CONTRACIOs WC1.1113M THE InTALLUM Trusses require ewtrene core H fobrk¢ting, handUng, shippinQ, Installing and bracing. Refer to and follow the !¢test e,Btlan of BCSf (Bu,M1renp Component Safety Iniorewtton, by TP[ and SBCA) for safety to these Functlons. Installers shall temporary br¢c1 g per BCSL `�� i pwcticas prior prrforninp provide e�c noted otnerrlse, top chard shalt have property attached steuctural sheathing and bottom dlor C shall have a properly attached rlgkl telling. Locations shown for permanent lateral restraint of ebs J or 8eg, as untess no Apply plates to each face shall Mee brndng Wt.Uetl per above of truce art ppootltbn as sham above and ns the 37 or Detalla,as ems le. A otherwtse. the Refer to dm 16OA-Z far stands d nri fTW CAMDANY its plate positions, Alpine, a dvtsion of ITV BuWng Components Grad Inc shall not be responsible for any deviation f the dre", any Fall—. to bJld the truss in confornnnoe with ANSI/TPI t, or for hondUng, shlpptnq, _ C 13389 Lakefront Drive for am structure Is vie responOAMY of the MMM Bosighee per A VIFI I Ntt z Earth City, MO 63045 PIfIPI wFor more Infornation see this Job's general notes page and these web ALww.ntolneitw.eonl TPB rww.tolnst.ora SBCA) w—sbcaldustrycrei ICG we ,C,EN N CJ AiE OF ^_ REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG BETAZ--C - - - - - 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 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with loci box (0,128'x3,0', min) nails at 8" o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections, vARNINM. RM ANDmt. HOW ALL NOTM ON THIS DRAWING ssOPORTANTa FLFJ= THIS DRAWING TO ALL CONTRACTORS INMIAR G THE INSTALLERS Refer to T❑TAL TOP CHORD LOAD NOT T❑ REF 2X4 SCAB O.H. Trusses equal ..ir.ne core In fnbric.tirg, handling, shipptng, Installing and brochg. and folio. the Infest edrcbn of DCSI fBu4dag Canponent Safety Tnfwrotbn, by TP[ and SBCA) for fety to these functbns. InsWllers shall tenporary b_ft psr BCSL ' �CjEIV�j* �, \ :EXCEED 40 PSF DATE 10/01/14 DRWG ❑HSCB2X41014 practices prior perforntng provide Unless ated otHfer.ise, tap chord shall have prop.Hy tt*ch,d ttracta..I the.tHsrg and batten ahnra _ No CDEAD PLUS LIVE) d shall have a properly attached rigid -Nng. Location9 sham for pernanent lateral restraint of sees thrall have b-cndX installed per abo secd on the Joint or Beta ils unless no Appty plates W sach face of truss aM ppoo turn all sham above .rai on the7oRIO,Details, wriest noted ply Mise. _ = 1. 7� AN ITWCQMPANY Refer to drorings 16OA-Z for standard plate posltl— Alpha, . dvLtlon of tTV Bu4dnp Conp.nents frovp Inc shall rot ba responsAie for nny devlatbn fro" this Wavng arty faAvre to bJld the truss In canfornance tith ANSI/TPI 1, ar for frond p, sNPp4g, � S ATE Q� iQ A,.".. Nst.11.t 6 hroclnp of trvsus. sent on tNs droshp or cover pane iLstinD !fits dro hg, MdcaWs .ccePWnce of professional r.spm�oAlty taely far th. detign sham iHe st*nbub aM ate of thts dro.Hg for M s Is the of the autdrg Desgner per ANSI/fPI 1 Sec.2. / n i �® 'r4 V�t+'�e� ; �y� a�.� DUR. FAC, 1115/1.25 13389 lakefront Drive respor'blllty y For Inforn.tion see this Job's general notes pogo and these ..b sites, {j p�f� `` \'^\+\''�'�\fi fFf 1p SPACING 24' Eanh City. M063t45 w.- ALPINE, ..ralpinaitt.con! TPp s...tpinst.orgi SBCA. se..sbclndustry.org, ICC, s..Jccsnfe.org lYltl.�``ttttt f// tt 12 (2) 16d TOE NAILS O OVARIES � OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS 8-0-0 MAX. SPAN I. TYPICAL END JACK (EJ) N.T.S. V 1 72 (4) 16d NAILS I VARIES See Connection Detail I • \ ` OPTIONAL WEB CONFIGURATION 3X4 (4) 16d NAILS 3 i See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION TYPICAL L ADING (P.S.F.) f TILE: SHINGLES: TOP LIVE LOAD:! 20 20 TOP DEAD LOAD; 15 7 80TTOM DEAD LOAD: 10 10 TOTAL-- i 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: M{X. 160 MPH PER ASCE 7-10 MAX. 24. O.C. "WARNING" Read & Fallow all notes on this drawing. nish this drawina to all Contractors includina the install, s I i t f of EJ o End Jack EJ M ceveled Jack (BJ 4 x m W (BJ) 0 m a CONNECTION DETAIL (BJ) v = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �0- 2x4 SYP Nailer 16" Long rp 6'0• Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. B 0 12 VARIES (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. �eB,yraa a il�eeeeeets ARTS ° No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER Z n LICENSE # PE 47182 STATE OF . 441 i a S C le/A1eE®6 1, ,e STR❑NGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONG" BRIDGING TOGETHER 4' -0. ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTEh IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR❑NGBACK BRIDGING SPLICE DETAIL N❑TEI Details 1 and 2 are the preferred attachment methods ATTACH STRDNGBACK TO O WEB W/ (3) lOd COMMON (0.148'x3') NAILS OR L (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NABS AT TOP AND BOTTOM 13F 2"SCAB-ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMMON (0148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0'> O NAILS. BOX/GUN 0') NAILS , STR❑NGBACK BRIDGING ATTACHMENT STRDNGBACK BRIDGING SPACING REQUIREMENTS Up to V Name re tired 1W to W I my fat tenter of qxW �V to 2 rms (I at each 1/3 ) V to 4 3 rms 0 at each V4 Byer 40 Sp= roes at 1Y on ATTACH S7RONiBACK TO BOTTU4 CH32D WITH (2) #10 — 3' SCREWS ALTERNATIVES ►All -scab -on blocks -shah(-be a -minimum_ 2x4 'stress graded lumber,' Ili All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No -The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) op -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ®""ram'°" RIM MW FMMN ALL emEs ON TM MAWDO e�TM T" fIMW WETS MAWW TO ALL COMMUIRS DIDULIMIB TIE DMTMJ.E . �>a tIRIA. 4, MA TC LL PSF REF STR❑NGBACK DATE 10/01/14 Trusses rewWre extrene care M falrricce", handing, shy, Instal! and b ga Mp Refer^ to andTfy fprouoe the latest wilier of SCSI (Holding Cogwnent Safety Lhfartallan, by TPI aynd SBCA>pfor safety these lers "? .:�a " �> +•>„ TC DL PSF DRWG STRBRIBR1014 c chord shall haagv,e prapertys. shalt attached provide Unless rated e:ihersstse, t plUral shenwrtp�Oand brtta+ d+ard *y" eau aatF92 � BC DL PSF ��'� ,^" ILJJD A shank hhaave bbraacingg Metope pier BEST sseectlansLO22 BB7 cshamr 1110, m applrobte. �y °as tto each faw of truss and asftlan as show above and an the Details, urdess noted ather.las. e.a ' =IXw �}jti€ffi'r� OF zfii BC LL PSF �r—iwrtwao►►uffwun ,l°kht ftfer to for ptate positions, °tr „„„"'�s� ni. .erdivision :1°:w ,1L,r*sp*nsW far Mm fa�G�e�ZtBuRdIng `e ; ag�Ea>�}> TOT, LD. PSF g a arson aae° g`"s1 n0 Mstaaatfon . bracing of trusses. eat o A seat m this drawing ar cover paps Osting this wacky, Mdcates acceptance of Professional satew far the dt� show► The wAta�fry and hue of this drawing a0......... fS.... S ��`� `m` DUR. FAC. 1.00 13389 Lakefront Drive foresrelh esi r S resp�fpKy of the &Ad% Desyherr pperr ANSVIPI I Ser2 SPACING Earth City, MC)63045 MPM —41p1mitmM TM retpInst V SWAI msbdndustr°�y orgl ICO neJc�aPe org -„