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Home My WebLink AboutTRUSSSCANNED BY RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 ronents, LLc one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 -jobInformation: II Cover Sheet Order # JOB # 36CS00065 Printed: Fri, May 11 2018 FOR Name and License Number., custo erName. Creekside Lot 65 DR H Ilrton 8628 Cobblestone Dr Descd tlon: City, State, Zip: 4EAB A"D" ria Fort Piefce, FL -L ading Information: Root L g ds: Floor Loads: TC Liv 4I TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 0 7 0 10 0 0 0 0 Bldg. ode: Wlnd Sid: Wind Speed: Bldg. Useage: Building Type., Wind Type: FBC 1017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C WIN II 'ages for sheets covered by this seal from: 1 thru 27 Total 27 # I DESCRIPTION SEQN0 ## DESCRIPTION SEONO # DESCRIPTION SEONO 1 1 Al 2 AtA 3 1 A2 4 Si A4 8 12 16 20 24 # DESCRIPTION SEONO 11N A7 13 D1 17MV2 21� BJ5D 251 BJ1 6 A5 10 A7D 14 D1GB 18 EJ7D 22 BJ5 26 CJ7 7 A6 11 A8 15 E1GE 19 EJ7 23 BJ3D 27 CJ7A A3 AGD A8D Mvi EJ7A BJ3 t Digitally signed by Manuel Martinez Manuel RepresentUS, tive,oTrustACESBusiness Representative, ou=M AND E { ASSOCIATES P.A., cn=Manuel Martinez, .9.2342.19200300.100.1.1=A0109800000 Martin z € t)ate 2018,05.11 15:08:47-04'00' e ex� AdobeAccrobat DC ers on: .. _, 2015,006.30417 40015A FF5B8180397F4800992ES5FB Thu ftre't"bomaltJonas miV� iadiayhlurarx•9Matt M4 i�.€A.ttr.c��%�2{an�s�9wvaegata.W«i£�$asxa..� eziCira�se.. asu6 ti�5z�a>.a¢nit�9€�a.�a8e eau[fcs.rlfd c�a�^7a9attrert� emirs: Page 1 of 1 r Job Number: 36CS00065 Ply: 1 SEQN: 668002 / T8 / COMN 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 7 FROM: AH DRW: Truss Label: Al Wall 924.0 Ibs I I ... / ... 05111/2018 6'4"9 j 7'10 14'4"8 19'4° 2f_ 309"7 31 '3" 3-8" "15 4'11"8 411'7 6'6" '6" 6'4"8 96(4 =4X6 =3X4 . =3X8 =3X4 =4X6 111:54 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 5'9"3 2'1" 5'3" _,_ 5'2"15 2'1'1 + + r r 62"13 12' 14'1"� 19'4" 24'6"15 26 32'5"4 38'8" i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for Udefi U# Loc R' / U / Rw / Rh / RL 1 W B 1606 / 692 / 936 / - / 433 / 8.0 TCDL: 7.00 Speed: 160 mph Pf' NA Ce: NA VERT(LL): 0.176 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 1936 / - / - 18.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 P. J Min Brg Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings'B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. � Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.574 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lb Chords Tens.Comp. Chords Tens. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. **WARNING** READ AND FOL —IMPORTANT" FURNISH THIS DRAWING a division of B - C /449 -2955 G - H C - D 1183 -2359 H - 1 D-E 1210-2320 I-J E-F 1089 -1841 J-K Maximum Bot Chord Forces Per Pig, Chords Tens.Comp. Chords Te :. R - Q 2580 -1155 N - M '2 Q- P 2580 -1155 M- L 2 P- O 2008 - 763 L- J 2 � W. Maximum Web Forces Per Ply (Ibs) No 40' Webs Tens.Comp. Webs Te WW so R-C 278 -5 O-G `. C-P 419 -604 G-N P-E 460 -164 N-1 E - O 486 -756 i - L F = 0 1372 - 763 40015A38.fF5581 B07F48D099iE95FB �nuskar�zn�k a,aetr��r��af�aat* �.£�L.its-6#?L�Z.(:ces:b3��s7w��rsata�ass�us^'�ga5:r4<E ' aiearcicaaasn_ �5atc�er�dmreh�€i a+uT d�'.asasis�airsd aa,,; &tsz 5'f�,.R:3R3eamt�nls a°U�[:f�e.rif�3�i�p'c3cztm3r�... MAL )W ALL,NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS ng, installing and bracing. Refer to and follow the latest edition of BCSI (Building practices prior to performing these functions: Installers shall provide temporary ive properly attached structural sheathing and bottom chord shall have a propperly I restraintof webs shall have bracing installed per BCSI sections B3, B7 or 610, m as shown above and on the Join f Details, unless noted otherwise. 12efer to Lail not be responsible for any deviation from this drawing,any failure to build the ,in installation and bracing oftrusses.A seal on this drawing or cover page. na.. engineering responsibility solely for the design shown. The suitabrlfty 089 -1841 210 -2320 183 -2359 449 -2956 27 0 -786 -1159 -1169 -1159 -757 -164 - 605 -6 any Job Number: 36CS00065 Ply: 1 SEQN: 668004 / T28 / COMN 4EAB 4a "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW: Truss bel: A1A Wgt:260.4lbs / .. 0511112018 �19'4,°,� 24'3"9 649 7'9° 14'4"8 11"5°17 i 3 _�_ 'If1 i 1T10'4 21_ 1"1�2 30'10" 32'3 38'8' _r 6'6"14 3'S"12 1-9"1� 6'61 1'5 6 G.sx6 63x4 Eax6 B6X10 111zx4 63(4 ®exlo Max6 63(4 SEAT PLATE REQ. i BEAT PLATE REQ. 388° 6'2°13 5'9"3 2'2"12 3'9"4 3' 3'S5 2'2°11 5'9°4 6'2°13 12' 14'2°1 18' 21' 24'S"5 26'8" 32'S"4 38'8' Loading' Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: �I 10.00 Risk Category: II Des Ld- " 37.00 EXP: C it 10.00 Mean Height: 15.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Du' tion: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft ;I Loc. from endwall: not in 4.60 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chor 2x4 SP #1 Bot choro �2x4 SP #1 Webs 25 SP #3 Bracing I¢I (a) Continuous lateral restraint equally spaced on member. jpr 1x4 'T" reinforcement. 80% length of web me ber. Same species & SRB grade or better, attached ° ith 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. ;l Wind II Member esign 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 Udefi U# Loc R / U I Rw i Rh / RL I W Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 1691 / 935 / - / 433 18.0 Lu: NA Cs: NA VERT(TL): 0.514 Q 999 180 L 1523 1691 / 935 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS HORZ(TL): 0.179 N - - B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.597 Bearings B & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.598 Bearings B & L require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.850FT/R 20(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1396 -2307 NO 047182, 40 01 5A38 FF 513 8180 BB 7F48 00 98 2E 85 FB V&Iramhas hte ekClvms;ca gsESnad'WA sealed by Ma lMartin", _ E(EL. Lkar47.t921 an'0e,dile n1 eni abm v*g asKr-1 at;ihentFitaz.Lra��ade� metedcspinadtt�sdMtrrz=Mnotcrosi&rsd nceandwaled =6kt SKA,.3Mud twVrAfed=azydectrank cmias. B - C 1445 -2779 H -1 1364 -2394 C - D 1177 -2167 I - J 1205 -2131 D - E 1205 - 2130 J - K 1178 - 2168 E - F 1348 -2343 K - L 1445 -2T79 F- G 1359 - 2247 L- M 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-W 2427-1151 R-P 12 -6 W - V 2424 -1151 P - O 2424 -1157 V - U 2424 -1151 O - N 2424 -1157 U- T 11 - 5 N- L 2427 -1157 S - Q 1848 - 647 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ W - C 282 -6 G - Q 941 - 602 C-U 419 -618 Q-R 10 -1 U - E 296 - 729 Q - H 96 -18 U - S 2156 - 8W. Q - 1 507 - 244 E-S 282 -13 Q-P 2218 -938 F-S 105 -16 1-P 361 -844 S-T 22 -1 P-K 419 -617 S - G 908 - 585 K - N 282 -6 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI anc7'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary s noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly icafions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ites to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {2efer to a d-isbon or ITW Buildin��LLComponents Group Inc. shall not be respi conformance with ANSI PI 1, or for handling shipping, installatior thi drawing indicates acceptance of professiona engineerii ie O$ this gnawing for any structure is the responsibility of the failure to build the g or cover page in. The suitability I z 2 r Job Number: 36CS00065 Ply: 1 SEQN: 668000 / T7 / SPEC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A2 I Wgt: 224.0 Ibs .. / ... 05/11/2018 6'4" 4 "8 2437 _ '!7 36 43 3 r 4"9+106� 6 I I 6 " I8 48 SEAT PLATE REQ. SEAT PLATE REQ. 11 1 6'2'13 5'9"3 6'2"13 + 12' 2'1' + 1VF 38'8" 10'5"15 2"1"1 24'6"15 + 26'8" f' 5'9"4 6'2"12 1" 32'5"4 f 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lot Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 684 / 934 / - / 427 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 684 / 934 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. C HORZ 0.132 L �L) B Min Br Width Re 1.9 g q NCBCLL: 10.00 Mean Height: 15.00It g Code / Misc Criteria Creep Factor: 2.0 P . J Min Brg Width Req = 19 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B & J are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Spacing: 24.0. C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.577 Maximum Top Chord Forces Per Ply, Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1068 -1841 B - C 1429 -2955 G - H 1190 -2320 C - D 1163 -2359 H - 1 1,163 -2359 2x4 SP #1 F D - E 1190 -23M I - J 1430 -2956 2x4 SP #1 E - F 1068 -1841 J - K1127 0 SP #3 Bracing Maximum Bot Chord Forces Per Ply'(Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4'T" reinforcement. 80% length of B - R 2583 -1137 O - N I '' -772 web member. Same species & SRB grade or Netter, R - Q 2580 -1137 N - M 3581 -1144 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. tA� "# Q - P 2580 -1137 M - L 2581 -1144 r% P - O 2008 -744 L - J 2584 -1144 Loading f. Truss passed check for 20 psf additional bottom ae Maximum Web Forces Per Ply, (Ibs) chord live load in areas with 42"-hi h x 24"-wide * Webs Tens.Comp. Webs Tens. Coin 9 a�, � P� I P. clearance. W a 0 R- C 278 -5 O- G �492 -756 Wind #. C-P 419 -604 G-N 460 -164 Member design based on both MWFRS and C&C. P - E 460 -164 N - 1 420 -604 E- O 492 - 754 I- L 1 278 - 5 O - F 1370 - 768 14 u 40 01 SA3B FF 5B B180 0B 7F 48 00 99.2E E5 FB S1il<IiutasigsL.ec» eketrualcar3psi�ta�asxE:,�aleB t+y tAxr�1 dAarttncz, 'PE (rt. t§s. C4trH2(rn cxa¢v'hawmat>a rringa SNiM3 a�anticrtiasxseJc. pr2atndcnp sartlusdsx�A=Motcm"midstemimd�hd anE !I� �5j':"ientka9kxas+.de nest Y:a ae?sr;elzitampdcttr4rt� c�yius.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prier 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 propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z far standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of pro>essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Job Nu Artier: 36CS00065 Ply: 1 SEQN: 667998 / T6 / HIPS 4EAB a "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW: Truss bel: A3 Wgt:236.6lbs .. / ... 05/11/2018 gyp, 2' "8I 303236 I 64 '} F r 6384'894°9 184S 47T 418 41 p %6X6(R) w6X6 i F G 03X4E H 43X4 12 6 '43X6 '3X6D (a) I m 03X4C J413X4 w a4X6(A2) B Km4L6(A2) t u A I 3:3 T S R Q P O N M I)2X4 ®3X4 ®3X6 a3X8 ®3X4 ®3X6 ®3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8' 1' 6'213 5'10"3 1'1V 46"4 3' 5'10°3 6'2°13 1' r r + -r 32'5°3 38'6' 6'2"13 12'1° 14' 31 12 21'8" 248" 111 " 26 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TOLL: ' 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: '; 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.157 P 999 240 B 1562 / 695 1940 ! - / 385 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 P 999 180 K 1566 / 695 1940 / - / - 18.0 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ L 0.123 M - B Min Br Width Re 1.8 "� 37.00 (T )= 9 q = NCBCLL 10.00 Mean Height: 15.00 itCode/ Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 Soffit: TCDL: 4.2 psf Bearings B & K are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.372 2.00 BCDL: 5.0 psf Bearings B & K require a seat plate. TPI Sid: 2014 Max BC CSI: 0.454 Load Du tion: 1.25 MWFRS Parallel Dist: 0 to hl2 Spacing: 24A " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.690 t Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Typd(s): t Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1218 -1969 " B - C 1499 -2833 H -1 1345 -2347 Lumber C - D 1326 -2377 I - J 1326 -2386 Top chor Bot chor 2x4 SP #1 D - E 1344 -2338 J - K 1500 -2842 I2x4 SP #1 Webs 2x E - F 1213 -1951 K - L 27 0 SP 93 F - G 1153 -1697 Bracing I (a) Conti uous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. Same species & SRB or better, web member. attached grade Mth 8d Box or Gun (0.113"x2.5",min.)nails B - T 2468 -1194 P - O 2055 -953 @6"oc. �.�� T-S 2466-1194 O-N 2055 -953 ��' S - R 2047 -924 N - M 2474 -1221 Loading j ��` �;' R - Q 2047 -924 M - K 2476 -1221 Truss pa + Q - P 1702 - 702 , ed check for 20 psf additional bottom y� � chord livE load in areas with 42"-high x 24"-wide - - clearanc Maximum Web Forces Per Ply (Ibs) me ia Webs Tens.Comp. Webs Tens. Comp_ Wind 40 Member design based on both MWFRS and C&C. � T - C 230 -6 G - P 619 -331 %10STATE C - S 322 -465 P - H 416 - 584 ' S - E 389 -159 H - N 388 -160 8 E- Q 415 N- J 322 -464 -585 F - Q 596 -343 J - M 230 -8 Q - G 227 -221 ON 40 01 SA38 FF 58 8190 BB 7F48 00 99 2E 85 FB This ltarn h= brm alaciexitd s nod ad avtiaW by blaas=l martWu' 'nM.Lk. e47ta2.(aarthe d= sJwwflabaa u°WaB a siw 3 authent�atD.�ss crta. ?tbtnd aplas cdd&% drxcr,v== not ctxAdmd thpod and :salad andt1,4SR4. axfant-olibazod*rmAtbewzr Wanaayadsctmnk 9{ s�las. I *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building r Corn ne bracing attacherPn�id Safety Information, by TPI an 7 SBCA) safety practices prior to performing these functions. Installers shall provide temporary a jBCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insTalled per BCSI sections 63, B7 or B10, as all icatt�33177e. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 1PiOA-Z for standard plate positions. Alpine, a truss in conformance d vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawingp any failure to build the with ANSIt fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover listing this page. _ drawing indicates acceptance of professtona engineering responstbility solely for the design shown. The sui bthty and use For more information of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. see this'ob's general notes page and these web sties: ALPINE: www.al inei w.com: TPI: www. inst.o ; SBCA: www.sbdndu .com; IM www.iccsafe.a 1 r 4EAB Label: ADR Horton MEAB Aria "D" I Qty:Wgt: 253.4 Ibs FROM: AH 995 / T5 !HIPS I DRWTruss % 05111/2018 I 6'4°9 7'10"a 12'4"7 15' i 19'4° 23'8" 26'3"9_i 30'9"7 i 3 . j7 38'8" 6-4°9 +1'6° 4'5°14 2'7"9 r 44° r 4'4" 27"9 4'5°14 r1'6'r 6'4°9 { 1112X4 e5X6 - u 16X4 =3X4 =3X6=3X4 =3X6 =3X4=3X6E 3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38W 6.2"13 5'10"12 +I'll "; 4'4' 4'4" 1' 5'10"2 6'2'13 1. 6'213 12'0°15 14' �__1�, 19'4" 238" 24' ' 1'11° 32'5"3 38'8" 5 21 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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: 3.87 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 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# Loc R / U / Rw / Rh / RL / W Pit NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 / - 1345 18.0 Lu: NA Cs: NA VERT(TL): 0.407 G 998 180 L 1523 / 697 1938 / - / - 16.0 Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. Rep Factors Used: Yes Max Web CSI: OA73 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 G - H 1272 -1856 40015A38Ff_5B8lSOSB7F48OO992E85FB a3sk ltetmlersbceftaM stied-amd2ealadby Mw Mattfn", PE (#L. tic.vm7tsz¢ on t °whawm ahm�e arga SiFt 2. sudtam5tati�ar+rmda. Prbtedc> xoi3!vdoce=ertatamotcros1ffaed s4r&d said smalad anE ttvz. .a x. ant a9Casacdde nvsttxsmdf rcn my dectmok sad m B - C 1525 - 2751 H - I 1336 - 20M C - D 1358 - 2288 I - J 1377 - 2249 D - E 1377 -2249 J - K 1358 -2288 E - F 1336 -2009 K - L 1525 -2751 F- G 1272 -1856 L- M 127 0 Maximum Bot Chord Forces Per Ply, (Ibs) Chords Tens.Comp. Chords B-V 2395 -1227 R-Q V - U 2393 -1227 Q - P U - T 1965 - 949 P - O T-S 1965 -949 O-N S - R 1754 - 769 N - L Maximum Web Forces Per Ply Webs Tens.Comp. Webs V-C 235 -6 R-H C - U 327 -475 Q - 1 U-E 355 -161 H-Q E-S 404 -529 1-0 F - S 545 - 372 O - K F-R 262 -169 K-N G - R 224 - 258 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling,shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) satPety practices nor to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properl� aftached structural sheathing and bottom chord shall have a progeny ,iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or k i e. Aooly plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to a division of failure to build the g or cover page m. The suitability - 818 -979 - 979 -1256 -1256 -169 - 529 -372 -161 -475 _g any t Job Nu her: 36CS00065 PI 1 SEQN: 667993 / T4 / HIPS 4EA8a "D" /DR Horton /4EA6 Aria "D" Qty: 2 FROM: AH DRW: Truss bet: A5 Wgt: 212.8 Ibs / ... 05/11/2018 I 6'4"9 13' 19'4" + 25'8" + 32'3"7 38'8" ii 6'4"9 6'7"7 6'4" 6'7"7 6'4"9 =5X8 1112X4 D E =5 8F _ 12 6 c ry3X4C e G 3X4 n 1 =4X6(AZ) B A H=4X6(A2) 1 P O N M L K J IO2X4 =4X6=3X4 =3X8 =3X4m4X6 1112X4 'I SEAT PLATE REQ. SEAT PLATE REQ. Y 38'8" 1' 6'2"13 5'9°3 1' 6'4" 6'4" 1' 5'9"3 6'2"13 1' 6'2"13 12' 13 19'4" 258" 26' " 32'5"3 38'8" Loadin '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 / - / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 1931 / - / 304 18.0 BCLL: I0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 1931 / - /- / 8.0 BCDL: 6 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: 11137.00 EXP: C HORZ(rL): 0.131 J - - B Min erg Width Req = 1.9 NCBCL �i 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Br Width Re = 1.9 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2017 RES Max TC CSI: 0.443 Bearings B & H are a rigid surface. Load Du tion: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: D.573 Bearings B & H require a seat plate. Spacing iI24.0 " C&C Dist a: 3.87 itRep Factors Used: Yes Max Web CS 1: 0.555 , Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) ' GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.16 A - B 27 0 E - F 1430 -2366 Lumber ii B - C 1572 - 2952 F - G 1372 - 2451 Itl C - D 1373 -2451 G - H 1572 -2953 TO choil 2x4 SP #1 Bot chor 2x4 SP #1 D - E 1430 -2366 H - I 27 0 Webs 2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Loading4 Chords Tens.Comp. Chords Tens. Comp. Truss pa sed check for 20 psf additional bottom chord Iiv clearance 'load in areas with 42"-high x 24"-wide B - P 2576 -1273 M - L 2118 -961 O - N 2573 -1273 K-J 2574 -1303 Wind Member based both MWFRS C&C.NvkIle� vs " N-M 2118 -931 J-H 2577 -1302 esign on and I °v Maximum Web Forces Per Ply (Ibs) �; a '0 lop -047182 Webs Tens.Comp. Webs Tens. Comp. P-C 247 -4 M-F 356 -215 w C- N 379 -505 F- L 437 -171 D - N 437 -171 L - G 378 - 506 TAT D-M 357 -215 G-J E M 272 344 247 -6 - - 40 01 SA38 IFF 5B 81. S0 815 7F48 00 99 2E 85 F8 3ttt rtnn h;ts�icext eleW s�nedscalndhY M.�r+:e7 tatartines, n(n.. ttc. r471921 on tha dateshown atxuam win$ a SPA-1 ' a�.�senticat�esa. t n d 4s96=ofu-j. darzrrrni= nrst a dcrmd%*,Ci and M k d and the SKA,1 xAmt calteaeonde mu.t itA*PWt d aat"7dectrark cr�les. "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! (,'IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone I Safety Information, bVy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe i BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 JoinfDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positrons. Alpine, a d vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in co formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing thisrldrawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use {if this drawing for any structure is the responsibility of the Building Designer per ANSVTP11 Sec.2. r IF Job Number: 36CS00065 Ply. 1 SEQN: 6679911 T3 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 218.4 Ibs / ... 05/11/2018 I 6'4'2 11' 16'6"1 19'4" 22'1"13 27'8" 32'37 38'8" 6'4"9 4'7"7 5'6"1 2'9"15 2'9"13 5'6"3 4'7°7 64"9 m6X6 112X4 m5X6 I112X4 m6X6 D E F G H 12 6 T 03X4C 1�3X4 0 l =4X6(A2)B J=4 A S R Q P O N M L 1112X4 sa3X4 m3X6 _3X8 =3X8 a3X6 _3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" i' 1' 6'2°13 4'9"3 3' 2'6"1 6 "12 2'6"3 3' 4'9"3 6'2"13 1' f' + 6'2"13 + 11' + 14' + 16'6°1+ 22'1"13 + 24'8"+ 27'8" + 32'5"3 h 38'8" Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 / 701 1918 / - / 263 18.0 Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 1701 / 918 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.124 L - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.447 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.409 Max imum Top Chord Forces Per Plyi(Ibs) 20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): Plate WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1601 -2472 B - C 1593 - 2734 G - H 1601 -2472 C - D 1470 -2360 H - I 1470 -2360 D - E 1601 -2472 I - J 1592 -Z734 E- F 1601 -2472 J- K 27 0 I Maximum Bot Chord Forces Per Plyl(Ibs) Chords Tens.Comp. Chords Tens. Camp_ B - S 2377 -1286 O - N2058 -1068 MAPS - R 2375 -1286 N - M 2b58 -1068 a�a� R-Q 2058 -1038 M-L Q - P 2058 -1038 L - J 2374 -1315 2377 -1315 P - O 2493 -1299 40 01 5A 38 FF 55 8180 BB 7F48 00 99 2E 95 FB ThUItoKrrraaCcatt ekc '*nod aazIs Idd'by ilUr lMzrttaaa, 8££R.tts.CS7iHZtcx`tite daffis7rasvrt arv�8nga5N;S*i atadiae7ltat a=de. Frlawd cryusaf6k d.==Amsm not crosiokmd grad zmalart mad the sF_4,:: auth a otcatimca anwtbawulfbdas =ydectrark wigs: Maximum Web Forces Per Ply Webs Tens.Comp. Webs S-C 202 -8 F-O C - R 300 - 394 G - O D-R 365 -176 O-H D - P 588 - 368 H - M E - P 230 - 264 M -1 P-F 86 -92 1-L "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlingshi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI ana'SBCA) r sa>Pety 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 propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled perBCSi 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. a division of ,lNl i,ortorn acceptance any structure its drawing,any failure to build the on this drawing or cover page re design shown. The suitability 185 -91 230 -264 588 -368 365 -176 299 - 384 202 -10 I Job Nu'lmber. 36CS00065 Ply: 1 SEQN: 668006 / T20 / SPEC 4EAB Pjna "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss hel: A6D Wgt:217.0Ibs .. / ... 05/11/2018 6'4"8 7'10" 13'1D"_ 16'8" 22'2" 27'B" 32'3"7 38'8" 6'4"8 1'S" 6' 2'10" 5'6" 5W 4-7"7 6'4"9 �__6X10(SRS) 102X4 =6X6 F G H 12 � 6T. C g5X8D ,-3X4C 1 IZ43X4 c, ti y (a) In 4X6(A2)B A Jm4X6(A2) 1 K b I9 X4 = XB= X10 III2X4 seX8 EaX6a 3X4 IO2X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"12 5'9"4 1110"i 5'4"4 4'6" 1' 49"3 6'2"13 1 h1'+ + 6'2°12 12' 2" 13'10 2 2� 22'26'8° 27' " 32'S"3 3111- 16'9"12 Loadin `Criteria (pso 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 too Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 / 695 1921 /- / 321 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 / 698 / 916 /- / - 16.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 L - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 L B Min Brig Width Req = 1.8 NCBCL �� E 10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor. 2.0 p J Min Brg Width Req = 1.8 Soffit: 12.00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.541 Bearings B & J are a rigid surface. Load Du 1 ation: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.557 Bearings B& J require a seat plate. Spacing:I24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.960 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: I.,Chords Maximum Top Chord Forces Per Ply (Ibs) 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 27 0 F - G 1645 -2484 be Lum ber B - C 1635 -2773 G - H 1645 -2484 Top 12x4 SP #1 C - D 1381 -2189 H - 1 D E 1406 I J 1494 -2359 1617 Bot chor�2x4 SP 91 - -2152 - E - F WO -2101 J - K -2735 27 0 Webs 2x SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Conti 4 uous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. web me rdber. Or 1x4 " i" reinforcement. 80% length of Same species & SRB grade or better, B - S 2420 -1302 O - N 2055 -1089 attached with 8d Box or Gun (0.113"x2.5",min.)nails► MA S - R 2417 -1302 N - M R-Q 2417-1302 M-L 2055 -1089 2376 -1338 @6"oc.; - Q - P 2462 -1308 L - J 2378 -1338 r� < p P O 2463 Wind i - -1308 Member design based on both MWFRS and C&C. . • e ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 278 - 335 C - Q 412 - 590 O - H 608 - 398 - "STAY E 0, E - Q 1523 -979 H - M 363 -178 Q - F 913 -1293 M -1 302 - 388 F-P 109 -2 I-L F-O 115 -113 203 -10 40 015A38 FF 58 81 B0 B117F49 00 99 2E 95 FB ThIz IiamsRuabscrselnd¢radsah''jsi�ticd mad* atcd by idxw ltdunw, it �.{rL. tie.�rrtB21 antiw ctac.srtowu ab¢es ers,ga 5ti�i si:tlsenttCa3r_rrzaJr. �saatvd cgs;as:ici't}na dh-*+* asm armc�nra�crcd s%a.:Earad seaiad 1 �d the SHaoa aa.�errs;taS�sra2e must Lv wgtit3eed oo a�gmiectrmrb �• cEylu3: II ;j "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building CompoIn Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing a ,BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache�n�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as al ica e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to drawings 1 OA-Z far standard plate positions. Alpine, a d vision of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the truss in co formance with ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this tlrawing or cover page, listing thi !drawing, indicates acceptance of pprofessiorI engineering responsibility solely for the design shown. The suitability and use f this drawing for any structure is the responsibility of the Building Designer per ANSlrrPI 1 Sec.2. 1, Job Number: 36CS00065 Ply: 1 SEQN: 667989 / T2 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt 210.0 Ibs / ... 05/11/2018 t• 6'4"8 27"B r 6'10"1' + 3'S"15 + 5915 6'90°1 2'7 8 r 6'4"8 i m5X8 192X4 m5X6 012X4 m5X8 D E F G H 11 V ZD m4X6 fiM i 1�1 S R QP O N M L I112X4 =3X4 =3X6 =3X10 =3X10 =3X6 =3X4 012X4 SEAT PLATE REQ. 38'8" I 1 V ;6(A2) SEAT PLATE REQ. 6'2"12 r 2'9"4 1 5' h1'10� 6'11"14 11'10"1 5' 2'9"4 6'2"12 1' 6'2"12 9' :4' 15'101 2Z9"15 24'8"f 29'8" 32541 38'8" 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf.' NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 / 703 / 900 / - / 222 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 J 1523 / 703 / 900 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.131 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1'8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0:512 Bearin s B & J are a ri id surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.612 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.699 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply;(Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1890 -3001 Lumber B - C 1616 -2722 G - H 1890 -3001 C - D 1577 -2495 H - 1 1577 -2495 Top chord 2x4 SP #1 D - E 1890 - 3002 I - J 1616 - 2722 Bot chord 2x4 SP #1 E - F 1890-3001 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply!(Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. ())), B - S 2364 -1303 O - N 2209 -1183 S - R 2363 -1303 N - M 2209 -1183 .`, t� - R - Q 2209 -1154 M - L Q - P 2209 -1154 L - J 2363 -1332 2W4 -1332 a e s-y P- O 3035 -1641 y wr ew Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. S-C 139 -12 F-O Comp. 78 -72 STATE OF C - R D - R 232 - 239 340 -187 G - O O - H 286 952 342 - 570 D - P E P 952 - 570 286 H - M M 340 231 -187 239 - -342 -1 139 - &gym+� P-F 78 -73 1-L -14 4001SA38FF55818OBB7F48CO992Eg5FB Tuts helm lvrtc eltdrox&*,t�%ned ax9italed by rA,aaA Kftrth e'E (Tt.. ttc.G�Bi92{ant�ia�ax.^itmsvnas�nga5#r�i zadlentka& A=da FeAtcdat0ksnfrhkdo.-i'mmtwenot cr:rtd ads%nrdandmbd gas$ 4fi^.e9t%6:'xz€R%seni4ta42ezeua9e rn+�1 Ce marilb� mt �gs9ecttmr�' mrles. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I —IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme pre in fabricatin handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building j Componen� Safety Information, by TPI an�'SBCA) for satPety practices prior to performing these functions. Installers shall provide tempora� bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Loptions shown for permanent lateral restraint of webs shall have hracing 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 Joinf Details, unless noted otherwise. f2efer 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 I.. in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pfle_ , listing this drawingg indicates acceptance of protessrona engineering responsibility solely for the design shown. The su' bdtty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Nu�itber: 36CS00065 Ply: 1 SEQN: 668008 / T10 / SPEC 4EAB �I a "D" !DR Horton /4EA6 Aria "D" Qty: 1 FROM: AH DRW: Truss bel: A71) Wqt: 212.8 Ibs / ... 13'10"29'8" 323"8 38'1 6'4°8 1'5" 6' 4'10" 5'8" 5'6" 27-8 4-8 12 6 B r (a) S R Q P 112X4 =3X6 =4X10 112X4 05/1112018 112X4 ==6X6 G H A"�*X4 cn � o r` v J �4K6(A2) O N M L m3X10 =3XB iiiiiii3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1'+ 6'2°12 + 5'9"4 1 1'10"} 4'11"12 5'4'4 } 2'6" + 3' 7 2""4 6'2 6'2"12 12' 13'10 18'9"12 24'2" 26'8° 29'8" 32'5"4 38'8" Loadin Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL), 0.231 P 999 240 B 1523 1695 1910 / - / 321 18.0 BCLL: l 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 1698 / 904 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS EXP: C HORZ TL 0.138 L - - B Min Br Width Re 1.8 Des CI- V1 37.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brig Width Req = 1.8 NCBCL t 10.00 P k TCDL: 4.2 p'sf Bearings B & J are a rigid surface. Soffit: II 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.551 BCDL: 5.0 psf Bearings B & J require a seat plate. Load Dui lion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 Spacing �i24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.861 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1891 -2900 Lumber�kl B - C 1650 -2772 G - H 1891 -2900 Top cho d 2x4 SP #1 C - D 1397 -2190 H - 1 1607 -2486 Bot chord 2x4 SP #1 D - E 1423 -2153 I - J 1649 -2725 Webs 2x4 SP #3 E - F 1451 -2141 J - K 27 0 I Bracing'I - Maximum Bot Chord Forces Per Ply (Ibs) (a) Conti uous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. iOr 1x4 'T" reinforcement. 80%length of g - S 2419 -1302 O - N 2190 -1201 web me ber. Same species & SRB grade or, better, S - R 2416 -1302 N - M 2190 -1201 attached with 8d Box or Gun (0.113"x2.5",min.)nails N @6"oc.R-Q 2416-1302 M-L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 Wind d►, P - O 3067 -1720 Member 'resign based on both MWFRS and C&C. I� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. q. S - C 272 -4 G - O 270 -331 C - Q 409 - 5B8 O - H 921 - 587 TAT E 0 x E - Q 1498 - 932 H - M 314 - 202 so Q - F 1125 -1633 M -1 251 -274 °'` F-P 172 -2 1-L 158 -14 F - O 166 -217 4001SA38FF5081.B0BBW4800992E85F8 rtslx Itetnisaa i�cmmixclauapat�ned ars9 scaled 5Y Maa�i Marttnss, �*E(Et.tif.�sss`�{t�tA.si'a3reahawt¢agasFST"a ' a�thcnCuaticrzx5n, ?voi cotit"ziriMat Mnot csroi ssd acids lad =9 the SX4,1 avffi wtkaticaawde must ba4viisd m mytImtrarb_ �Iss. I� �� 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe ,BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 1 OA-Z for standard plate positions. Alpine, a d vision of ITW Building Components Group Inc. shall not be responsible for. any deviation from this drawing,anLv failure to build the truss in co 'formance with ANSI Pi 1, or for handling shipping, installation and bracing of Wsses.A seat on this drawing or cover pa e_ listing thi drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use Qf this gnawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Job Number: 36CS00065 Ply: 1 SEQN: 6679841 T11 / HIPS I 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: AS I Wgt: 215.6 Ibs .. / ... 05/11/2018 fi 7' + 12'6"4 19'4" T 5'64 6712 26'1"12 + 31'8" 38'8" 6'9"12 5'6"4 7' =6X8 =7X8 =6X8 =6X6 12 C=6X6 D TC2 E F TC2 G T I6(A2) ICI P O N M L K J 1 192X4 =5X6=H0308 =6X12 =H0308=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 264" 12'4" �1+ 6'10"4 + 5'4" +1'9"12 5'4"�1'9"1 5'4" r 6'10"4 1� 6'10"4 12'2"4 14' 1' 19'4" 24'8" 26'S"1 319"12 3818" -qqq i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl 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 Speed: 160 mph Pf: NA Ce: NA. VERT(LL): 0.153 D '999 240 B 1762 / 812 ! - / - ! - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 / 1844 / - / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 M - - H 226 1127 ! - ! - /- 18.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.083 M - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 • B Min Brg Width Req = 2.1 NCBCLL: 0.00 TCDL: 4.2 psf Q Min Brg Width Req = 4.9 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 P H Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.876 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.730 Bearings B, Q, & H are rigid surface.Bearings B, Q, & H require 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 Plyl (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 -20 E - F 872 -1937 Top chord 2x4 SP #1 :TC2 2x6 SP #1: B - C 1493 -3269 F - G 1892 -840 Bot chord 2x4 SP #1 C - D 1504 - 3361 G - H 262 ' -153 Webs 2x4 SP #3 :W3, W4 2x4 SP 91: D - E 872 -1937 H -1 1 127 -20 Bracing I . (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Piyl(Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chards Tens. Comp. web member. Same species & SRB grade or better, I' attached with Bd Box or Gun (0.113"i2.5",min.)nailsWoj B - P 2855 -1280 M - L 1715 -1665P - O 2829 -1275 L - K 715 -1665 w� q1 O - N 3363 -1527 K - J ;93 -196 Loading rv' `r N - M M-1527 J - H j ;87 -168 #1 hip supports 7-0-0 jacks with no webs. I Maximum Web Forces Per Ply (Ibs) 047182 Wind Webs Tens.Comp. Webs Tehs. Comp. Wind loads and reactions based on MWFRS..Ift W' P-C 611 -117 E-M 641 -791 C - O 638 - 275 F - K 1478 -2697 VW STATE. OFO - D 286 - 61 K - G 901 - 2045 e e D- M 734 -1598 G- J 666 147 * M - F 4038 -1779 40 015A58FF 5B 83. BO BB 7F48 00 99 2E 85 F5 aFaithom'has w{atetfrcnica'>:p nedzad=aledbyRasrnMMartkna4 E(%7.•iDt.C�T382}co'thedSC,,�iitJl?fkAb@iVliYwPfl�D$XA+Y, �Nsen�tSa�b i�tcdz,�msc9si�s d�errraat:samsxat cmdcaei# S�fl° Dingy saalxe I sad the maaA1aT. +entVcDSB acnde msnt mer3fayi mmydectmV4: i axias I *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvise,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 bracingg 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 Joint Details, unless noted otherwise. k fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure.to build the truss in conformancewith ANSI PI 1, or for handiim, shipping, installation and bracing of WSseS.A seal on this drawing or cover page listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes Pape and these web sftes: ALPINE: www.alpineitw.com; TPI: www. inst.o ; SBCA : wwwsbandu .com; ICC: www.iccsafe.o Job Nu' ber: 36CS00065 Ply: 1 SEQN: 668010 / T27 I SPEC 4EA8 y a "D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW. Truss '� bel: ABD Wgt: 198.8 Ibs / ... 05/11/2018 I' I� 64"8 T10" 13'10" 20'8" 26'0"4 31'B" 38'8" k' 6'4"8 1'5" 6' 6'10" 5'4"4 5'7"12 T E Fj 1115X6(R) 12 11 6 =6X8 m lI I' i` �5X6D C F�5X6 G H r T (a) (a) m 3X6(Al)B Im3J6(A1) hI f A 1 Q P O N �4X4LM K 912X4 =3X6 =3X8 =3X6("•) f, SEAT PLATE REQ. SEAT PLATE REQ. 20W 5'8" I T4" 1' 6'2"12 5'9"4 + 1'10" T1"8 5'4"4 +13'10 + '""168 49"8 i T1"12 i_1' r 6'212 12' 20'11"8 26'3"12 2 2 3t'6"4 38'8" Loadin Criteria (pso 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 B 793 / 389 ! - / - / - / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.034 Q 999 240 BCLL: O.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.096 Q 999 180 N• 451 1213 / - / - 1- 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 K - - 1 805 / 396 I - l - I - / 8.0 Des Ld: 37.00 EXP: C HORZ L 0.030 K - �) Wind reactions based on MWFRS Code / Misc Criteria V NCBCL : 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Min Br Width Re 1.5 9 q = Soffit: { 2.00 TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.703 N ' Min Brg Width Reg = Load Du lion:TPI 1.25 BCDL:5.0 sf P MWFRS Parallel Dist: D to h/2 Std: 2014 Max BC CSI: 0.518 I Min Brg Width Req = 1.5 Bearings B, N, & I are a rigid surface. Spacing 24.0 " C&C Dist a: ft Rep Factors Used: Yes Max Web CSI: 0.515 Bearings B & I require a seat plate. Loc. from endwawall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: it GCpi: 0.18 Plate Tyoe(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 - Wind A-B 27 -20 F-G 355 -160 Top chord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 585 -1210 G - H 299 -108 Bot chor. 2x4 SP #1 C - D 9 -5H - I 527 -1 39 Webs 2x, SP #3 D- E 27279 -553 53 f- J 27 20 -20 Bracing V E - F 296 -574 (a) Conti'luous ,i lateral restraint equally spaced on member.IOr. 1x4 "T" reinforcement. 80% length of ber. Same & SRB better, 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. web me species grade or `with attached Bd Box or Gun (0.113"x2.5",min.)nails • .M46 g _ Q 1027 -479 N - M 77 Q-P 1024 -480 M-L 967 -275 -431 Special loads' ,` x �x "#� P - O 1024 -480 L - K 967 -431 O - N 117 - 282 K - 1 937 - 424 _ -(Lu TC: Fro ber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) ° 56 plf at -1.00 to 56 plf at 27.60 Now TC: Fro ° 28 plf at 27.60 to 28 plf at 31.67 10 Maximum Web Forces Per Ply (Ibs) TC: Fro 56 plf at 31.67 to 56 pif at 39.67 r Webs Tens.Comp. Webs Tens. Comp. BC: Fro 4 pif at -1.00 to 4 plf at 0.00 o BC: Fro BC: Fro 20 pif at 0.00 to 20 pff at 26.67 10 at 26.67 to 10 at 31.64 ; STATE Q - C 283 0 N - G 101 C O 295 G M 370 -171 -498 BC: Fro plf plf 20 31.64 to 20 38.67 a $ - -629 - BC. Fro pif at pif at " 4 38.67 to 4 at 39.67 �w 0 E - O 222 0 M - H 645 -1448 TC: 17 pif at pif lb Conc. Load at 27.60 �, O - F 818 -367 K - H 723 -160 TC: 16 lb Conc. Load at 29.60 �� F - N 512 -890 TC: 19 lb Conc. Load at 31.64 i BC: 12 lb Conc. Load at 27.60 BC: 12 Ib Conc. Load at 29.60 . BC: 47II Ib Conc. Load at 31.64 40 01 5A 3E FF 5138186687F49 CO 99 2E 95 FB Plating Notes rikiiamhas boenelaelanrs€cs gz ,nad' acalcd by ma"ai ManmcG IVY 3X4 x £iti.. L2f.r14Tt&3..! c�i Lh� dmm Shawn at3a s.q ¢5b3k<3 All plates are except as noted. ac3hrnatccsa�Jr plat °(s) require special positioning. Refer to scaled pl to plot details for special positioning cEds,pia61xtkdocexascatzranot C= &md and :salad requirem ts. �dr 3��rp�,deam a!oi II fl '"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re 'uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building for Installers temporary Compone bracing fie Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. shall provide iBCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly B7 attache tl ri id ceiling Locations shown for permanent lateral Apply to face. truss restraint of webs shall have bracing installed per BCSI sections the Joint -Details, otherwise. B3, or B10, ki;fer to as applica drawings e. plates each of and position 1 OA-Z for standard plate positions. as shown above and on unless noted Alpine, a truss in d vision of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the formance ANSIlfPI 1, for handling, bracing trusses.A this drawing cc listing thi with or shippinV, installation and of seal on drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. or cover page. , The suitability and use For more intonation f this drawnng for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. see this lob's general notes page and these web sites: ALPINE: www.al ineftmoom; TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.iccsafe.orcj � r Job Number: 36CS00065 Ply: 1 SEQN: 668012 / T16 / COMN 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 3 FROM: AH DRW. Truss Label: D1 Wilt 137.2 Ibs / ... 05/1112018 i +T10"+ 13'10' F 21'3"9 + 264" 64"8 15'B 6' T5"9 509 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 E m4X6(R) SEAT PLATE REQ. s3X4(R) H SEAT PLATE REQ. SEAT PLATE REQ. - i 5'4" -� :1. 6712 574 1'10" 7'9"1 4'8'15 6''12 12' 13'10' 21T1 26'4" Wind Criteria Wind Std: AS,CE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T"'reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 / - / 274 / 8.0 Lu: NA Cs: NA VERT(TL'): 0.129 L 999 180 M 640 1273 / 388 10 / 0 / 8.0 Snow Duration: NA HORZ(LL): 0.016 H - - N 479 / 227 1245 / - / - / 8.0 HORZ(TL): 0.031 H - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.481 M Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0A54 N Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are a rigid surface, Bearings B, M, & N require a seat plate. FT/RT:20(0)/l0(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. I A- B 27 0 D- E 563 - 855 B - C 790 -1512 E - F 1572 - 893 C - D 537 - 892 F - G 361 - 584 i I Maximum Bot Chord Forces Per Ply i(lbs) Chords Tens.Comp. Chords Tens. Comp. lit's$ B - L 1296 -660 J - I 1051 -552 I-H 41 -34 K-J 1292 -659 Wind ma ' s `* *. :. 0 ' Maximum Web Forces Per Ply (Ibs)! lens. I, Member design based on both MWFRS and C&C. No 047182-L Webs Tens.Comp. Webs Comp. - C 285 - 8 F - I 362 1 C - J 425 - 626 I - G - 230 E - J 376 -163 G - H 292 -404 y OF AU J-F 386 -182 IONAL 40 015AU FF 56.81 SO 8B 7F 49 00 99 2E85 FB rf,k,eemRa3been cle xm signalMA wafedbyFd2mmimafasax' n(FL. Ut 947=j on LIM dat&dWWQ ab WJnoffi SM,1 ' .iL"MIeiSN218IC89fS�' &, i saeaJs ate,, ,: inn azw&mdsigmdanisalad I axle RhCuiiP.,rZ ashes `tssa93CvocrnJentait le mffndtSw amgdectmt33t **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ *`IMPORTANT'* FURNISH THIS DRAWING TO ALL'CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building qt Safety Information, by TPI and'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathihp and bottom chord shall have a properly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Aooly Dlates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. defer to a division of failure to build the g or cover pacle in. The suithbility any Job NuWiber: 36CS00065 Ply: 1 I SEQN: 667970 / T17 / GABL 4EAB Ana "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss !� bel: D1GB Wgt:231.0lbs Page 1 of 2 .. / ... 05/1112018 7'10' 6' f'-- 2'6" -'-� 78" 19'9'8 264' 5'11"B 6'6"6 2'6" SEAT PLATE REQ. 26'4" L 1'_i T8"12 A. 93"4 _t_ 6�1" 1 6'3" T8"12 14' 20'1' 264' it Loadinteria (psf) Cri20.00 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B* 86 139 / 47 / - / 13 1256 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.101 T 592 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.134 T 656 180 BA 217 196 1124 / - /- 18.0 BCDL: �I 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.052 T - - Wind reactions based on MWFRS Des Ld:I 37.00 EXP: C Mean Height: 15.00 It. HORZ L 0.057 T - - (T )� B Min Br Width Re g q — - NCBCL •: 10.00 Code / Misc Criteria Creep Factor. 2.0 P BA Min Brg Width Req = 1.5 Soffit: I� TCDL: 4.psf gCDL:5.0 P sf Bldg Code: FBC 2017 RES g Max TC CSI: 0.398 Bearings B & BA are a rigid surface. Bearing BA Load Du 12.00 lion: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.170 requires a seat plate. Spacing i '24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.835 Loc. from endwall: Any Fr/RT:20(0)110(0) Mfg Specified Camber: Maximumhod Forces PerPly sComp. GCpi: 0.18 Plate Type(s): ords Tens.Comp. Tens VIEW Ver: 17.02.02.1208.15 A - B 27 0 K - L 249 0 Wind Duration: 1.60 WAVE Lumber i B - C 27 - 93 L - M 246 0 C - D 42 -36 M - N 228 -6 Top chop 2x4 SP 91 D - E 83 22 N - O 167 -27 Bot chor Webs 2x 2x4 SP #1 SP #3 E - F 132 -20 O - P 116 -48 f F-G 178 -19 P-Q 158 -53 Plating Notes G - H 81 -42 Q - R 116 -6 All plate dare 2X4 except as noted. H-1 1-1 123 172 -24 -3 R-S S-T 111 98 -29 -55 Wind J - K 232 -6 T- U 37 -92 Member II based both MWFRS C&C. esign on and ,ceecevecev Maximum Chords Bot Chord Tens.Comp. Forces Per Chords Ply (Ibs) Tens. Comp_ Additional Notesce� IS ce �" See DW A16015ENC101014 & GBLLETIN1014 for, g _AI 187 -55 AC -AB 203 59 gable wi tl bracing and other requirements. AI-AH 195 -56 AB -AA 203 -59 ce r AH-AG 198 -57 AA-Z 70 -28 AG-AF 200 -58 Z - Y 70 -28 AF-AE 202 - 58 Y - X 71 -28 AE-AD 203 -59 X - W 71 -28 «:)a* AD -AC 203 -59 W - V 77 -117 : z4A U F1 I �*' ' Maximum Web Forces Per Ply (Ibs) �cecece Webs Tens.Comp. Webs Tens. Comp. NAL AE- G 26 -67 AS -AT 232 -97 SERALA G -AJ 181 -63 AU -AV 220 -93 4001SA�38FF508180BB7F4800992E85FB AK -AL AM -AN 193 -65 193 -67 Q - W Q-W 305 305 -97 246 -246 ThItiwr 3etsfbceaek ps adzA=aWbVMaasrz9Wain", AO -AP 177 62 W -AX 144 -52 �C£(IL. 14e. tlASEBi.(atlte��ds2e dhbwn a6s u^.9[ig 353£;#"B. AP -AA 211 -71 AX-AY 144 -52 atnrcalxrsrtt L -AA 0 -113 AY -AZ 142 -51 tibudcmidsol6hdcxcrs�r� wanotc�Wdrffedng a aod=.bd AA-AQ 240 -101 AZ-U 123 -47 and ti a s,» mnhentm5 a s rile m at i s edfssC as amydecttmn� AQ-AR 222 - 92 U - V 277 -175 cx�ias. q IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and'SBCA) toh safety practices prior to performing these functions. Installers shall provide temporary pet` BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rig9id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 113, 67 or B10' ica le. Apply plates to each face, of truss and position as shown above and on the JoinCDetails, unless noted otherwise, i2efer to )s 1 OA-Z for standard plate past ions . a di ision of ITW Buildin�fL�Components Gj p Inc. shall not be responsible for any deviation from this drawing,any failure to build the - formance with ANSIrtPI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance ofrofssionalngineering responsibilitysolelyforthe designThe suitbility c}fthisthawingfor any structureise responsibility of the Building Designer per ANSUTPI 1 Sec.2. I Job Number: 36CS00065 4EAB Aria "D" /DR Horton 14EAB Aria "D" Truss Label: D1GB Ply: 1 Qty: 1 Wgt: 231.0 Ibs EQN: 667970 / T17 ! GABL �SROM:AH Page 2 of 2 DRW: ! ... 05/1112018 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. . C -AI 165 -95 M -AQ I 62 -34 D -AH 91 - 67 AR- Z 255 -114 E -AG 103 -74 N -AS 218 -92 F -AF 94 -75 AT- Y i60 -61 AJ-H 88 -71 O-AU 120 -75 AD -AK 84 -69 AV-X �37 -102 AL- 1 115 -71 P -AW 49 -122 AC -AM 107 -65 AX- R 9 -9 AN-J 217 -91 AY-S 26 -19 AB -AO 251 -110 AZ- T 131 - 55 AP- K 62 -34 l STATE QF 40 01 5A38 FF 58 8180 SB 7F49 00 99 2E85 FB Thu11m has ck - pstEimad WA scaiad by vav_*4 Martm&Z \ PEK. ue.047,Mfen thud= ibawaabam L-rga 5"Wt tenr�abmmda- I aPmud capiazaMh daecr r•tm aotc { mdAmewA scalad apa"_thea�fienfacaffc�sccnlrm�tba vrrlfsi;drn a�datta�` cepim **WARNING** READ'AND FOLLOW ALL NOTES ON THIS DRAWINGI "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fr 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 progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10, as applicable. Apply places to each face of truss and position as -shown above and on the Join Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIr I 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 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.2. For mnre information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.ora: SBCP: www.sbcindustrv.com: ICC: www.iccsafe.org FJb N tuber: 36CS00065 1B a "D" /DR Horton l4EAB Aria "D" ss &bet: E1GE 4'2„ 4'2" �-1'6" --+— 1'4" -- T (n'P) 12 6 D C in CV 1 =2X4(A1) B 43 A Ply: 1 Qty: 1 Wgt 43.4 Ibs E=4X4 F L K 8'4'• SEQN: 667971 / T1 / GABL FROM:AH DRW. 8'4" 4'2" G r 0 N2X4(A1) N 05111/2018 84 8'4" Loadin l 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 / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 / 173 / 251 / - / 118 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 / 173 / 251 / - ! - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des Ld: � 37.00 EXP: C HORZ TL 0.009 D - - ( )- B Min B Width Re 1.5 � q = NCfit c 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.5. Soffit: { I 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. 9 9 Load D ration. 1.25 24.0 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: Yes Max BC CSI: 0.147 Max Web CSI: 0.058 Maximum Top Chord Forces Per Ply (Ibs) Spacing' C&C Dist a: 3.00 ft Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 573 -349 Wind Duration: 1-60 WAVE VIEW Ver: 17-02.02.1208.15 B - C 499 -386 F - G 531 -368 Lumber`! C - D 530 -368 G - H 500 -386 D - E 573 -349 H - I 27 0 Top cho d 2x4 SP #1 Bot cho 2x4 SP #1 Webs 2 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating otes B - N 316 - 282 L - K 313 -272 All plate are 2X4 except as noted. N - M 315 -276 K - J 315 -278 Wind M -L 313 -272 J-H 316 -285 Memberdesign based on both MWFRS and C&C. Maximum Gable Forces Per PI Ibs y ( ) I�ar Additio Notes �vv Gables Tens.Comp. Gables Tens. Comp. See DW iai S A16015ENC101014 & GBLLETIN1014 for �°" " ' ` � C - N 91 -15 K - F 148 -36 gable wi d bracing and other requirements- II, *0 * a D - M 148 -36 J - G E - L 152 - 237 91 -16 STATE O AZ 40 01 5A38 FF 5B 8180 80 7F 48 00 99.2E 85 F8 Ehir ltam?s;aatxsrrsalsdr }s§atad znj9 "lad by maul krartines, Z£ . ttc.047E92I on ZVA4 artksreca3i�sxadr. tadc�i�scdxi�'s drsrsixm maE cazisdmd +.ar�s�alart aad ttc�" rR;Rant7eaSasrxda rw,�r Ea a�ct3rid ritc9acaarik �rtlns_. �� *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r quire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone i Safety Information, bVy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pet BCSL Unless noted olhenvise,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 63, B7 or t 10, as applicTilvision e. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings0A-Z for standard plate positions. Alpine, a of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this; drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitabildy and use Of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r Job Number: 36CS00065 Ply: 1 SEQN: 667972 / T22 / VAL 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: MV1 Wgt 16.8 Ibs / ... 05/11/2018 _ B T 1 i- 4'1 "8 III I 4-1 "8 4'1"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA . CAT: NA PP Deflection in too Udell L/# LOG R / U / Rw / Rh / RL / W D' 75 128 152 / - ! 26 / 49.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.005 C - - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor 2.0 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.175 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.129 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.151 A - B 37 -126 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified'Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 1 Chords Tens.Comp. Lumber A-C 189 -32 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B-C 187 -94 Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWG VAL160101014 for valley details. NIP us x STATE 2 ::1,. 40 015A38 FF 5B SISO BB7F49 00992E95FB T}ais ltetri axJveen alettnatt£ra js3gnad=szzaiadbg Mafarel Maftisoz. n (a. Lk.04ni 2t an Oa days Shawn absrpm r�nga SD#R-2 az rcidmtbarad& s tud crgifaa�rsk�s drrrraaa=snot =A&nd4r-dand acaiad �xd ti�.:?a>w'. ss.Rii¢ntita;u�sreitfa masr�e-aeiiPaelcro a�dectrnr;L•.. flat. *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) tsafety 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 progpetly 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 Join f Details, unless noted otherwise_ Refer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII Pl 1, or for handling{ shipping, installation and bracing of frusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 3ec.2. C m infn.mn"nn a ehie inh'c 1 nnf.e non. and fh... m.h cH. Al PIMP iuwiu aIninc4hm m TPh t tnin f nnr RRCA- P _ghrindusfiv mm, IM mm icmafe.om I ' iil F N'T4'mber: 36CS00065 Ply: 1 SEQN: 667973 / T18 /VAL B tda "D"/DR Horton /4EAB Aria "D" - Qty: 1 FROM: AH DRW: s +I bel: MV2 Wgt 14.0 Ibs .. / ... 05/1112018 12 6 ice- 211118 211118 Q V-1 1112X4 1112X4 Loadinill Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/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 lJdefl U# LOG R / U / Rw / Rh / RL / W D* 75 123 (48 /- / 15 125.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: I 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - D Min Brg Width Req = - Des Ld Ij 37.00 EXP: C HORZ L : 0.001 C - - �) BearingD is rigid surface. a Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Soffit: � 2.00 TCDL: 4.0 psf BCDL' S.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.024 Maximum To Chord Forces Per Ply Ibs p y (Ibs) Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Chords Tens.Comp. Spacin 't 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.026 A - B 17 -33 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumbe A - C 68 6 Top ch rd 2x4 SP #1 Bot cho ii 2x4 SP #1 Webs 2'y'4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind III B - C 70 -43 Membeesign based on both MWFRS and C&C. Additio ial Notes See D ,G VAL160101014 for valley details. 7 047 18 � a e 4, � s g� °� - Pat"i 40 01 SA38 FF 5581 BO 813 7F 48 00 99.2ES5 FB ihlrlrumAss 8cmatccic !tat/s}nzd an9s fadhy rdt ml martow, 4E (rL. tEc. �37t97S.(cmtAs2,t. shaaec aCox.mn� a 5NA3 p aa.•tlsant�r�:roudr_ i� Pibtud xluptnnrcfis docx=la= oat en Wiwad daed%�Iad p =t thaSi=AAa untkat tsn:04e must ba w WLId a& asydectMrsk rr. sins- 1 II**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r ,quire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone I Safety Information, by TPI anq'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing p r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or t as applic�15 e. Appty plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a Ivfsfon of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in c nformance with ANSI PI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing thi 'drawing indicates acceptance of rofessrona engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. For more inf imation see this iob's Qeneral notes page and these web sites: ALPINE: www.a[Dineitw.com: TPI: www.toinst.om: SBCA : www.sbcindustrv.com: ICC: wwakesafe.om O Job Number: 36CS00065 4EAB Aria "D" /DR Horton MEAB Aria "D" Truss Label: EJ7D Ply: 1 SEQN: 667974 / T24 / EJAC Qty: 2 FROM: AH DRW: Wgt:26.6lbs .. / ... C 05/1112018 A D �I SEAT PLATE REQ. I, 2'4 7' 7' 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 / U / Rw [Rh / RL 1 W B 438 / 178 / 370 / - 1202 / 8'.0 TCDL: 7.00 Speed: 160 mph P: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 1 12 / 101 / - / - 1 1�5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 160 / 125 / 78 1- l - I 1 �5 Des Ld: 37.00 EXP: C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS T Code / Mist: Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf P Bldg Cade: FBC 2017 RES Max TC CSI: 0.544 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.348 C Min Brg Width Req = - Bearing B a rigid Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 seurfaatt plate. Bearing B requires a sep 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 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. .710 m v MA a, ;' TAE. GERAL A' 40131aFF5B81B0t3B7F4800992E85FB '*& Item Aas beenztda tad fry&,tit M=rth". or s ens. omp. or s ens, amp. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per Chords Tens.Comp. B-D 0 0 S'E CFL. tYt. �7:A.2.tcn MmcaE:LE shscvn'.aisa-ava Riga Sii�d astNienticaa96Ga9r~, ftft"d nt� notc Wawailwad=tl =led am6 tt�sra.�x aa�erstcxida m�i ba xcrif!k�J�ua�F�,t¢ctrarsh "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 Componenf Safety Information, byy 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. kefer 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 drawingq any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this dPawing or cover page. , listing this drawing indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr more infnnnatinn see this inh's neneral notes nacre and these web sites' ALPINE: www.alDineltm orn: TPI: www.tninstorg: SBCA : www.sbdndusby.com; ICQ www.iccsafe.org _ I Job Nt,"mher: 36CS00065 Ply: 1 SEQN-.667975 / T15 / EJAC 4EAB Ire a "D" /DR Horton AEAB Aria "D" Qty: 14 FROM: AH DRW: Truss ��abel: EJ7 Wgt:23.8lbs .. / ... 05111/2018 TCLL: TCDL: BCLL: BCDL: Des Lc NCBCI Soffit: Load C Spacin Lumbf Top ch Bot chi Wind Membi T SEAT PLATE REQ. C 7' -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 for Udefl U# LOG R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 / - ! - 11.5 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 1- / - / 1.5 37.00 37 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code f Misc Criteria 0..00 Mean Height: 15.00 It Creep Factor. 2.0 B Min Brg Width Req = 1.5 0 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - ation: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.368 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)/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_ A-B 27 0 B-C 77 -151 2x4 SP #1 2x4 SP #1 based on both MWFRS and C&C. a" No 041182 STATE OF V3 40 01 5A 38 FF 55 81 BO 88 7F 4E 00 99 2E E5 F5 r.$xh itcmAaaRecack 's& ned aaj=fad by rRas�m Marttnea �;it, tit. C4rLZ(cn lAicd!aAs sfarwnat�rom u•�g aSNkt3 �se'tliCdliSa. `rwJ➢" 49d8. Prmgd 4vpim aftN4 d�sexcA= not cros AZammi9 24nmd Ord s=Iad ame tMx.�"r-:.� 1 as4h¢ntiiaA�rso,�Ja mf .6 £z erTrlfar uydcctm�- �ias Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! P "IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r ',quire extreme care in fabricatingp handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Compone [ Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing p r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached r)ggid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or T O, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 960A-Z for standard plate positions. Alpine, a (vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in c nformance with ANSIrrP1 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing If I drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and us this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec. 1 Job Number: 36CS00065 Ply: 1 SEQN: 667976 / T9 / EJAC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 05/11/2018 Tt 2X4(A', SEAT PLATE REQ. B 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W A 270 / 79 / 188 / - / 151 18_I 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 128 / 21 1104 / - / - 01 ' BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.017. C - - B 174 / 135 / 95 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P A 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: 0.505 C Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT1RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): 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. El 4001SA38:FF5B811106B7F4800932E85FB 3%dt 12¢Rtrrt3kveetssk#rf.,psi�nad.3ssxtad 6yt Masas�9 Mart6ses, P£.(Ft.. Ste. @-aiS�l cn Y2rv*ca9¢showr¢:a�sn ar.�iga5Ni i a�sentitsa�ncmdr. �zivtad zepi=us�e}�. dr�tia�sr� zrmnat-reif sY�sru��sa ssz�d wad thc.3��enbcatiems�la rntatfza�.axrif�Crxt aaa°trre9actrar� r�yinx.. Maximum Top Chord Forces Per Ply Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per 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 require extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly attache�ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin�cL�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 pa e listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mnre infnnnation see this ioh's neneral notes nacre and these web sites: ALPINE: www.ainineftw.com: TPI: www.toinst.om: SBCA www.sbcindusW.com: ]CC: wwwkcsafe.orn _ Job N inber. 36CS00065 Ply: 1 SEQN: 667977 / T23 / JACK 4EAB 'a "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss bel: BJSD Wgt:19.6lbs .. / ... 05/11/2018 C 12 6 0 CV � i =-2X4(A1) B M II D A SEAT PLATE REQ. i �— 2'4" }= 5 - - — - II 5' Loadh 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 373 / 162 / 330 ! - / 158 / 8.0 BOLL: ! 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 / 13 / 77 ! - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - C 103 182 / 42 I - I - 11.5 Des L NCBCLRL: EXP: C '.'• 37.00 HOf2Z(TL): 0.008 D - - Wind reactions based on MWFRS {I Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 10.00 P Soffit TCDL: 4.0 psf D Min Brg Width Req = - ' BldgCode: FBC 2017 RES Max TC CSI: 0.544 ii 2.00 BCDL: 5.0 psf C Min Brg Width Req = - Load uration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.171 ��: Bearing B a rigid S acin P 24.0 " C&C Dist a: 3.00It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. seat p Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: � f GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Q Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumb Top ch A-B 63 0 B-C 46 -115 rd 2x4 SP #1 Bot ch "id 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb r' design based on both MWFRS and C&C. B - D 0 0 4P _ 047102 e :, STATE OF ONAL # ERAL A 40 015A38 FF 58 81. SO BB 7F48 00 99 2E.85 FB rhilhorn hubtcnetct. rWL-aw*404 znd=lasd by mala¢1 martinta, 2ff. £FL. tbc.C412H2(tn�ia�aac shawm a6tevt sa^�iga SHA3 audstnrcacntntim I 3Yffi2t11 G4�j3{ffiS�tL�iY581f� YSX-G,.ifadC tiCtit i*::�od sty PYmPIS@idttltt arzd 4ic � arfr7ttntacr, 9k�a¢sult must:6ia.�rif''G•er am'�'$iatrmesb. csaDrins. —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 by Component Safety Information, TPI and'SBCA) tot 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 pro erly Locations for lateral BCSI �10, attache riggid ceiling shown permanent restraint of webs shall have bracing installed per sections B3, B7 or as appli ble. Apply plates to each face of truss and as shown above and on the Joint -Details, unless noted otherwise. fhefer to position drawing I160A-Z for standard plate positions. Alpine, division of ITW 8uilding�Components Group Inc. shall not be'responsible for any deviation from this drawing,any failure to build the truss in 'onformaM ANSI�I Pf 1, for handling installation bracing trusses.A this drawing with or shipping, and of seal on or cover page. , listing t is drawing indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability and us of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. I per For more i formation see this'ob's general notes Pam and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ' SBCA' www.sbeindu .com• IM www.iccsafe.or Job Number: 36CS00065 Ply: 1 SEQN: 6679781 T12 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW- Truss Label: BJ5 Wgt: 16.8 Ibs / ... 05/1112018 C 77 12 6 M o LO T- GV Ch � 2X4(A1) B T A D SEAT PLATE REQ. I 5' I 1' - J ' 5' I 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# LOG R / U / Rw / Rh ! RL / W B 263 196 / 208 / - / 129 / 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 90 113 / 70 / - / - / 1 5 BCDL: 10.00 tegory: II t Ca RiskSnow Duration: NA HORZ(LL): -0.007 D - C 119 / 93 / 62 Des Ld: 37.00 EXP: C HORZ L 0.008 D - - R )= Wind reactions based on MWFRS Code / Misc Criteria 'Max' NCBCLL:10.00 Mean Height: 15.00 ft TCDL:4.2 psf P CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES TIC CSI: 0.309 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: 0.182 Bearing B a rigidseatsurface. 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. 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) Wind Duration: 1.60 WAVE VIEW Ver: 17.02 02.1208.15 Chords Tens.Comp. Chords Teos. Comp_ Lumber A- B 27 0 B- C 53 -120 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 ` a ' bw STATE O a� F(V At. S 40 01 5A 39 FF 58 8180 BB 7F48 00 99.2E85 FB *,U lt11143U bzcaM e{cCtar ca< ti®0'zed wiled by iRM"A martinis, ?E (n,, t&c.�d8SH2(c2f theda7a atwwma6ffivm ar.3ng a 59ii-1 I mt4iscttca3�azcc�Ja. ' E4Sntad ersaichcs dncae,stat xza�dt rrsaslad s��adarsd s�aied I �d tiaa�.x�ii3asstSrentio&imssede mes[flc xzuif°cd-�amye�xtrarskI tans: I -WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI � `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reeq]uire extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI y safety to these functions. Installers shall provide temporary Component and'SBCA) practices prior performing bracing per BCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lateral have bracing BCSI sections B3, B7 or 10, attached rigid ceiling Locations shown for permanent restraint of webs shall Installed per as applicable. Appty Vales to each face. of truss and position as shown above and on the Join T Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the bracing trusses.A this dfawing cover truss in conformance with ANSIlfPI 1, or for handlingf shipping, installation and of seal on or page. , listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability the Designer ANSUTPI 1 Sec.2. and use of this drawing for any structure is the responsibility of building per For more infonnalion see this' b's general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. ins't.o • SBCA: www.sbcindu .com; [CC: www.iccsafe.o 1 1Job 4EABto979 / T21 / JACK j a: "D"B/DRDHortn MEAB Aria "D" I City: I .4 Ibs I FROM: AH I DRW;Trus 05/11/2018 I T SEAT PLATE REQ. C n co 0 N i 2'4" 3' -I 3' Loadir Pg Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: li 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# LOG R / U / Rw / Rh / RL / W TCDL: ' 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 324 1157 / 309 ! - / 115 / 8.0 BOLL: R 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 44 125 / 57 / - / - / 1.5 BCDL: �, 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.009 D - - C 34 / 30 / 32 / - / - /1.5 Des Ld d 37.00 EXP: C HORZ L 0.009 D - - R )� Wind reactions based on MWFRS NCBC iL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Br Width Re 1.5 9 q = Soffit: 11 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.938 D Min Brg Width Req = - Load Duration: it 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.231 C Min Brg Width Req = - Bearing B a rigidseatsurface. 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)/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. A-B 63 0 B-C 15 -83 Lumbe" Top chyd2x4SP#1 Bot ch �d 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Membq, design based on both MWFRS and C&C. B - D 0 0 No 04718 i tvp s TAT E. OF 4001SA38FF5681BO8137F4800992E95FB TLU ltatserzusbrmta tix- s3gnad anduAladby mamA Martinez, C ?E W. ttt.S471221 an oatkw Sham W>e m Irmo a Mt i � aiattiEdif4fadlaAt«a.'{a. pvmtmd 40PmT0ftfds dr it=t mmeatcrmzddered:s s and=led MdttEP;^.".U1au33lrentkatiarCade rncabaVedfbMasyCl ctmrs5_ cs0im, f RNING*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesirequire extreme care in fabricating, handlin . shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compon of Safety Information, byy TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temposrrVV bracing er BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppefly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or B10, as applic 5 e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings I160A-Z for standard plate positions. Alpine, alldivision of ITW Buildin�fL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in clnlnformance 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 pprofessional engineering responsibility solely for the design shown. The suitability and use; I of this r7�awing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Truss Label: Arba "D"B/DR Horton MEAB Aria "D" I � 12.6 Ibs I FROM: AH 980 (T13 ! JACK I DRW; 05/11/2018 I T SEAT PLATE REQ. C T M O U.) 04 I 3' 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt 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 / B 193 176 / 162 / - / 86 / 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 / 6 ! 41 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - C 64 161 / 30 1- / - 1 Des Ld: 37.00 EXP: C HORZg L 0.003 D - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 Bldg Code: FBC 2017 RES g Max TC CSI: 6.174 D Min Brg Width Req = - Load Duration: 1.25 psf P 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. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.16 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Com Chords Te Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 015A38 FF 5B 8180158 7F4800 99 ZE 85 FB tf fsltamRasbcm ckCtsaa :/za,atad'.z2d=a1ed by Mamml 4Aa Unw, eE(FL.uce r471s2ianincrEz4ssfwalrt acc�smo�as5sa�.i zUthCAd=dCn=A_ 'nbud erpaysssrdds drr_e7crostmaassrteas amd d' n laced zealad and awS .S s4hanti� enctvda m�.srbin erar3fPed maagt�ettmtib_ wt:Jas. P A-B 27 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 s reqquire extreme Lire in fabricatingg handlin shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building vent Safety Information, byY TPI anc7 SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, cable. Apply plates to each face. of t russ and position as shown above and on the JOIniDetails, unless noted otherwise_ Refer to is 160A-Z for standard plate Posdtons. a division of ITW Buildin�LComponents 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 pro-fesswnal engineeringr_esponsibility solely_for the design shown. The suitability -105 any structure is the re oral rotes page and these web Job N�mber: 36CS00065 Ply: 1 SEQN: 6679811 T14 / JACK 4EABrkn_a "D" /DR Horton MEAB Aria "D" Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs .. / ... 05/11/2018 a 12 6 F,� C B CT 2X4(A1) o LID _ 4"3 A D SEAT PLATE REQ. Loadi Lg Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: p 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: 11 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 1- / 42 / 8.0 BCLL: �' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -14 128 125 ! - /- / 1.5 Des Lc NCBCL: EXPHORZ: C L 0.000 D - - Wind reactions based on MWFRS 37.00 (T Y 10.00 Code / Misc Criteria Creep Mean Height: 15.00 ft Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: TCDL: 4.2 psf BldgCode: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = d1 2.00 BCDL:5.0 sf - P C Min Brg Width Req = Load Duration: S acih 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 II: 24.0 " C&C Dist 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B a rigid . P a: seat I 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) l Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumb'i Top ch A-B 27 0 B-C 28 -19 Ird 2x4 SP #1 Bot ch ir'd 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Memb r design based on both MWFRS and C&C. B - D 0 0 �I ttonjoul't .1. .. . ��-ar� 41 M, v TA` °E OF �A 4 � SERM 1 40 01 SA3E FF 5B of BO BB?F 4S Ot) 99 2E S5rFB ee 3kb item h=beessakztru psk�ned eel waled by m2wzi Martin=, 'n VL. 11c, WWI on the d=thawn abana Was a sm".1 Vy Siuit andm3 A. "smtad [Masco" d�Awo not omandwed Wed wni%relad azd tf'c raA-1 ss.?ben6mlimcm de mml be aedfied=m uW doctmnk conks i i **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! M1 -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 Compon bracing of Safety Information, by TPI ang'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy er BCSI. Unless noted oftherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly lateral attache as appli pid ceiling Locations shown for permanent restraint of webs shall have bracing ins�alled per BCSI sections B3, 67 or 610, able. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to d. .7s'160A-Z for standard plate positions. Alpine, truss in adivision of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling installation bracing trusses.A this drawing listing th,s c nformance with or shipping, and of seal on or cover page_ , drawing indicates acceptance of professrona engineering responsibility, solely for the design shown. The su,tab,llty this drawing, for is the of the Building Designer ANSI/TPI 1 Sec.2. and usedI of any structure responsibility per For more inFonnation see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA' www.sbcindu .com; ]CC: www.iccsafe.org t Job Number: 36CS00065 Ply: 1 SEQN: 667982 / T25 / HIP_ 4EAB Aria `D"/DR Horton 14EAB Aria "D" City: 2 FROM: AH DRW. Truss Label: CJ7 Wgt: 42.0 Ibs / ... 05/11/2018 67 LL 9110"1 f" 6'3" T T7" D I; I 4.24 12 12 :3X4 C v i "v 2X4(A1)13 i 4 A UP G =5X6 F E III?JC4 SEAT PLATE REQ. — 1'S" ,I 6'1 "4 i 3'2" i 6"� y� r 6'1"4 9'3"4 91101 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 ! Nj B 326 / 154 / - /- / - / b1.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 1129 I - 10 / 0 ! 1 15 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 / - /- / - Des EXP: C HORZ L 0.007 F - �) Wind reactions based on MWFRS Code ! Misc Criteria NCBCLL: 0.00 CLLd: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 B Min B Width Re 1.5 r9 q Brg Width Req = Soffit 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.316 E Min - D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.306 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.247 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: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 9 -6 C-D 59 -74 Top chord 2x4 SP #1 B - C 295 -638 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. 0 Hipjack supports 6-11-8 setback jacks with no webs. B - G 578 -259 F - E Wind G - F .570 -262 Wind loads and reactions based on MWFRS. . Maximum Web Forces Per Ply (Ibs) y ewa� Webs Tens.Comp. Webs Tens. Comp. kep G-C 181 0 C -F 314 -684 oh MAL 40015A38FF5B818DBB7F4800992E85FB Thit Itemm hastteexe elcdr %kal/slped'aud saaladby Maaaxl rstkrtinas, FE(FL. tEc.04=1en the dM ZMM abaM W39aSHA4 St"atiietil�tat�:dS Sd]da. ebat wdewfimcddis d=w=ztatm mot cxa`w6 and mgd.aid=lmd aaad tkxLS3 3si4hcnt�at n coda mut tiawe Mi dan amydectmnk alas. I "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1 Trusses reqquire extreme pre in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, b TPI anc7 SBCA) foi safety practices prior to pertorming these functions. Installers shall provide tempos bracing er BCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppery B3, B7 B10, attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections or as applica e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise_ kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the trusses.A this drawing cover truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of seal on or page_ _ listing this drawingg indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability this drawing for is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. and use of any structure For more information see this Job's general notes pacle and these web sites: ALPINE: www.al ineitv.com; TPI: www. inst.o • SBCA' www.sbcindu .com; ]CC. www.iccsafe.o Job N " tuber. 36CS00065 Ply: 1 SEQN: 667983 / T26 / HIP_ 4EAB 'a " /DR Horton MEAB Aria "D" D" Qty: 1 FROM: AH DRW: Truss bek CJ7A Wgt:42.0lbs ._ / ... 05/11/2018 I_ 6'3" L 9110"1 f" 6'3" r 37 D p I 12 4.24 p 0-3 C v t- co in -v 2X4(A1) B T 4, 3 A Fi III c4 =4X4 SEAT PLATE REQ. Y 1'S" 6'1"4 3'3"12 5" "1 V 6'1"4 95"1 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 2D.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 Pt NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 /204 !- /- /- / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 353 1165 J - 10 / 0 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 / - / - / - / 1.5 Des Ld' EXP: C 37.00 HORZ(f )L= 0.007 F - - Wind reactions based on MWFRS NCBC Mean Height: 15.00 It L: 10.00 TCDL: 4.psf Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 = Soffit 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.200 E Min Brg Width Req D Min Brg Width Req = Load D ration: 125 MWFRS Parallel Dist: 0 to h/2 ': TPI Sid: 2014 Max BC CSI: 0.301 Bearing B is a rigid surface. . Spacin 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.233 p Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) E Wind Duration: 1.60 Id WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. C - D 51 66 Lumbe Top ch Bot cho 2x4 SP #1 d 2x4 SP #1 B - C 316 -590 Webs 2 '4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Special -Loads Chords Tens.Comp. Chords Tens. Comp. --(Lu 11 ber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: F TC. Fr'm "m 0 plf at -1.41 to 55 plf at 0.00 2 0.00 to 2 9.84 B - G 550 -278 F - E 0 0 G - F 538 -276 BC: Fr BC: Fr'm plf at plf at m 0 plf at 1.41 to 4 plf at 0.00, 2 0.00 to 2 9.84�� ' Maximum Web Forces Per Ply plf at plf at 7 Ib Conc. Load 1.41� (Ibs) TC: TC: at 9lb Conc. Load at 4.24 � � Webs Tens.Comp. Webs Tens. Camp. TC: 2 2 lb Conc. Load at 7.07 o 10 G - C 271 -62 C - F 331 -645 BC: 3 lb Conc. Load at 1.41 BC: 6 lb Conc. Load at 4.24 BC: 1 4 lb Conc. Load at 7.07 Wind � � � Wind to ds and reactions based on MWFRS.. x• OF fool, EMALA li 40 015A38 FF 50 8180 EB 7F48 00 99 2E 85 FB Thb tt='h=bem clearogmNy wed aad zmted by mzrtkres. a°£ (FL, M.94TIMI an the data 0mgm abc w w-ng a VIA V au'�^i¢rt'acaAsarrstc3a, pvttad c"a'tt& doer ,tM got exnsizee dslgn A: jb6 2Fili tlVaS �'k+:A>'3 sF.3$tEn `�i}`9x COJ9C TSe.t42a s4'tif3Yd' M39tjd0dMt* l rffiylan. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r qquire extreme care in fabricating, handlin shipping, by fo'r installing and bracing. Refer to and follow the latest edition of to these functions. Installers BCSI (Building temporary Componert[ bracing attached Safety Information, TPI and'SBCA) safety practices prior performing shall provide pdr BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly ttgqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections 63, B7 or 61D, kefer as appli��ble. drawings Apply plates to each face_ of truss and position for standard plate positions. as shown above and on the Join Details, unless noted otherwise. to Alpine, a truss in Ivlslon of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nformance ANSI PI 1, for handling installation bracing trusses.A this drawing c listing this and use with or shippin�q, and of seal on or drawing indicates acceptance of professlona engineering responsibility solely for the design shown. this drawing for any structure is the responsibility of the 9uitding Designer ANSIITPI 1 Sec.2. cover page, _ The suitability For more inf (of per nnation see this job's general notes page and these web sites: ALPINE: www.al ineitmoom; TPI: www. inst.o ; SBCA' www.sbcindu .com: ]CC: www.jccsafe.orq Gable Stud Reinforcement Detail 1=50_Mph-W_ln-d-S:P=e_e_d.=_l-5'—Mean=H-afight;-Enc.l.os_e-d—_E-xpos_ur-e_-C_-Kzt = _ 1.0.0 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt --:1- lA0 — — - -- Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 11re 120 mnh Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exposure ➢. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace in (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' .8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14, 0- U Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' p H F Standard 3' S. 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 1 10' 4' 11' 1' 1 14' 0' 1MO' —� SP #1 4' 0' 6' 8' 6' lt' 7' 10' e' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 1 #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1'- 9' 3' 9' 7' 12' 2' 12, B. 14' 0' 1 N F #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' to, ill 11' 8' 14' 0' 1 Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 1Standard d 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9'e' 10' 4' 13, 1' 1U #1 / #2 4' 5• 7' 6' 7' 9' a, 10, 9' 3' 10' 7' Il' 0' 13' 11' 14' 0' 14' 0' 1SPF #3 4' 2' 7' 1' 7' 9' 8'9'9' 1' 10' 5' 10' t0' 13' 9' 14' 0' 14' 0' 140 i U Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' to, 10, 13' 9' 14' 0' 14' 0' 14' 0' H F Standard 4' 2' 6' L' 6' 5' 1 8' 1' e' 8' 10' 5' to, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 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' 1 7' 6' 7' 9' a, 10, 9' 3' 10' 7' IF 0' 13, 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' t0' S' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ I D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' i' to, 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, Il' 10, 12' 7' 14' 0' 14' 0' Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 11 14' 0' 14' 0' 14' 0' 14' 0' CS S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' u U 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 Sd 4' 7' 7' 0' 7' S' 9' 4' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V 8' S. 8' B. 9' 11' 10, 31 IF 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0• 14' 0' 14' 0' 14' 0' s 1 I D F L #3 4' 9' 7' 4' 7' 10' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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' 6' 8' 9' 3' it, 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' ' ble Truss Diagonal brace option, N vertical length may be doubled when diagonal 18' A brace Is used. Connect L diagonal brace for 60011 at each end. Max web Brace total length Is 141. 31E31E 2x6 DF-L #2 or better diagonal T 1 Vertical length shown I bracer single 8, In table above. or double cut 45' (as shown) at L 1 _ upper end 1� /Continuous Bearing Connect diagonal at mid Dint of. vertical. web, Refer to chart above for _ 910! KWARhDHfp. REM AND FQU aV ALL NOM 11i TILLS DRAVIM ..DIPORTANTM FLRUSH TILLS DRA%MiG TO ALL CUNTRACTURS MMODIG TIE 94TALML Trusses raQuire extreme care In fabricating, hamdU g,.shlpp1M installing and bracing. Refere-ta and follow the Latest edition of ttlSl (Buldbg Component Sofoty Information, by TPI and SBCA) for.saFety practices prior to performing these functlons. Installers shall provide temporary bract per BCSL Unless noted otherwise, top chord shalt have property attached structural sheathing M bottdn ".. Qw shall have n properly attached !laid seiWg. Locations shown For Permanent lateral restraint h webs = shall Imve and {wsi installed per BCSI sections the 67 ar Dot l s oopppp((kable. Apply plates to each face O Refer to dro.=1 OA-Z fartion as wstarMvand ard plate iptositions. DetnBs, vdeee wtetl otherwise. Alpine, a 11WO n f ITV BuOding Components Group InG shall not be responslble for de 1 tin iron AN ITINODMPANY this droNng, any failure to bdld the truss in conformanrx with ANSI/TP1 1, or for hontll shpPhg, �'9 hstoa.tbn 6 bracing of trusses. �Cy A seal on this drawing or cover page astbg this drawing, bWlentes acceptance of professional drry engtr,eerbg re solely for the design sham The sdtabeity and use of this drnwbg 13389 Lakefront Drive for any strueture� respansiWty of the BWldtm Designer per ANSI/TPI I Seca Earth City, MO 63045 For more information see this job's general notes page and these web sites, ALPINE, ww►Alpbeitw.coml TPL w—tplAstergi SBCte wessbchdustryorg1 ICP w"JccsaFe.org Cl Bracing Group Species and Gradesr Group AI S ruce-Pine-Fir Hen-Flr #1 / #2 Standard I #2 Stud #3 i Stud #3 Stnndnrd Dou las FIr-Larch Southern Pine.ww #3 #3 Stud Stud Stnndnrd Stnndnrd Group Bi Hen -Fir #1 a Btr #1 Do u Las FIr-Larch Southern Plnew.w at #t #2 a2 tx4 Braces shall be SRB (Stress -Rated Board). .wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these gracies. Gable I russ Detail. Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble 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. NE For (1) 'L' brace, space nalls at 2' ox. In Is' end zones and 4' oc. between zones. 3iEiIEFOr C2> 'L' braces, space nails at 3• O.C. in IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes + Vertical Length Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. No S lice Less than 4' 0' 2%3 Greater than 4' 0', but less than it' 6' 3%4 Greater than IS' 6' 4X4 nSi�A%� kdf MAX. TOT. LD, 60 PSF AX. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinf orcerlent Detail ASCE 7-10i 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 fir, 120 mmh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade" -,,,,Braces No (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace raw (1) 2x6 'L' Brace w (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6. 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14, 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' a, 8' 9' V 11' 3' it, it, 13' 7' 14' 0' U 0 u F I� Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' B' 9' t' 11' 2' 11' 11' 13' 7' 14, 0' Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' IS' 9' 8' 10' 4' 131 1' 14' 0' QJ 41 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' f 8' 1l' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' -� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, V to, 10, 13, 8' 14' 0' iv I D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' l' 10, 1' 10, 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' ill 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10, 6' 13, 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' ill 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' (1J O H P ' I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' Ill 10' 4' it, 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 11 03 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' to, 0' 10, S' 12, 5' 13' 3' 14' 0' 14, 0' k,DQJ I ID F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' It, 0' 11' 9' 14' 0' 14' 0' S P F #1 / #2 4' 8' 1 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' #314' 5' 7' 7' e' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud5' 7' 7' B' 1' 9' 2' 9' 6' 10, I1' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O t� F Standar5' 6' 6' 6' Il' 8' 8' 9' 3' 10, IS' It' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #110' 8' 0' 8' 3' 9' 5' 91� 9' Ill 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d P #28' 7' 11' B' 2'9' 4' 9'e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #36' 6' 10' 7' 3' 9'1'9' 7' 11' 0' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' CdDF 1 L Stud6' 6' to' 7' 3' 9'1'9' 7' 11' 0' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standar5' 6' 1' 6' S' 8' V 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' A6outj�. able Truss Diagonal brace option, vertical length may be T doubled when diagonal 18' brace Is used. Connect L I dlagonal brace for 690a ' 'L' at each end. Max web Brace r better diagonal I total length Is 14, . 31E31f 2x6 DF-L 02 or t Vertical length shown brace) single 8, In table above. or double cut 45' (as shown) at L 1 upper end. ntinuous Bearing Connect diagona at ' )1i 111)1111 midpoint of vertical web. 101 Refer to chart above for max g&+bYe r�(Nati leng' WARNMM- READ AND FOLLOV ALL NOTES ON THIS DRAWING •.000RTANT.. FIBWISH THIS DRAWING TO ALL CONTRACTORS ICUMBIG THE INSTALLERS. `� Trusses quire trene care In fabrkating, handling, shippina, Instollino and broc" 1-11 Refer to and ` follow the taL¢st edition of SCSI (Buatling Component Safety Information, by TPI and SBCA) for L.fety practkes prior to perfornhg these functions. Ins<nllars shop prove/¢ tenp r.ry bradng per SCSI. \' Unless noted otherwise, top chord shall have properly attached structurat Sheattdng and bottom chord �� shall have a property attached rlgtd telling. Locations shown for permanent laterot restraht of webs / fl �� ((�� shall havc bracing Installed per SCSI sections 83, B7 or BID, as oppllcable. Apply plates to each f.ce Q I I I1-1I0 F9 of truss and position a shown above and on the Joint Detals, unless noted otherwise. = N ILII Ji--,� Refer to drawings 16CA-Z for standard plate positions. any fnllu Atpine, division of RV BuRtlhg Components Group Inc shall not be responsiblefor any deviation from ATE OF AN 1TWNMPANY this drnwag, re to build the truss h confornance with ANSI/TPI 1, or for handUno, shipphg, .Q Q -- ..toaatlan_L brocing�of t'usses. � .. _� P. -.. -_ - -_� -- -- eel-on=tiv-elYa..•:r-v-�o=f-R��:�t1nB=tltls�dro.in&=halcates--ncupcaree=of=Frofes -- -- ^- engheerirg responsmNty solely for the deslar, shown The suitability and use of this drawing iar ury structure Is the responsibility of the BuRmng Designer per ANSI/M I Seca 13389 Lakefront Drive Eadh City. M063045 rm For more Infontton see this ,Job's general notes page and these web sites, ��,^/,r�F %pq �Aj�Q�1 ¢�.�,•Ma�tt ALPINE, www.1.1neitwxam, TPL wes.toinst.orol SBCA, www.sbclndustryaral ICG wwwJccsnfsorg Bracing Group Species and Grades, Group AI S ruce-Pime- Fir Hem-Flr al / 02 Standard a2 Stud #3 Stud a3 Standard Douglas Flr-Larch Southern Plnewww a3 a3 Stud Stud Standard Standard Group B, Hem -Fir 01 6 Btr al Dou tas Fir -Larch Southern Pine..le al al a2 a2 Ix4 Braces'shall be SRB (Stress -Rated Board). rwFor, Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with thesegrades. Gable 1 russ Detail Notesi Wind Load deftectlon criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2. 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malts, )K For CA 'L' brace, space nalls at 2' o.c. In 18' end zones and 4' o.c, between zones. )K)KFor (2) 'L' braces, space naps at 3' o.c. in 18' end zones and 6' o,c. between zones. bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes 11 Vertical Len nth No Splice Le ss than 4' 0' 2X4 Greater than 4. 0', but 4X4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 X. TOT. LD. 60 PSF MAX. SPACING 24,0' Galole Deter _ - For---Let-in-- -VerticaCs= - -- About 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. 0c 's_16 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T Relnfo Menk Go Tr Gable vertical length greater than 48' 'L' :)r 'T' brace required = - Gabte- Truss -Plate --Sizes - - - - Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example( PX4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (Od48'x 31,min) Nulls at 4' oc. plus (4) nails In the top and bottom chords. Toenailed Nails, 10d 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, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEEICID14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Dr - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable IT, reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example( ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'a.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 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 Y. 2x6 20 avA . READ AND faLuv ALL teem M T�s �VD0 yX999YYYY#$;�,pt REF LET —IN VERT S TANTse Fly TMS DRAWING Ta ALL WInixi s a1V umm TIE INSTALLERS. Trusses regite extreme care to fnlrlcathp, nandlina. stdppk9o, ln:tnwrg and bracho. Refer to and latest BCSI (BuRding Corpavnt Safety by TM and SBCA> for saf¢tY fpartnbcwy a� .;,c �,s� , DATE 10/01/14 ^ cthe otltgon of all es prior to �rfornl9® these fuictlons instntlars shall provide leap rnry brndr�A per BeSL sheat}dn® = r no itaztB2 Unless noted atherwlse, tap chord sfinit have property attached structural and bottom dxw•d m DRWG GBLLETIN1014 jj shalt have a properly attached ripltl celUnp, Locations shown for pernanwnt lateral restraint of rebs shalt have br`adrip Installed per SCSI sections 83. 87 or 830, as applicable. App(Yy ptotas to each face STATE Cf tau 'I of truss and ppoosFtIon as shown above and on the Joint Qetalts, un ess rated otherdse. Refer to drarMps 160A-Z for standard plate positions 1��0 AN TTwCOMPANY Aipine, a dvklon of ITV BWIaInp Components Gro Lie. shall not be responsble for any deviation from this rtowhp, any fallure to I%&d the thus In confornonce whin ANSLTPI 1, or for handtbg, shlppk MAX. T❑T, LD, 60 PSF hstallotlon i braekg of trusses, A seal on this drawft or cover pape UsWq this Ytawtp, Indicates occepta oP professional re lty solely for ilr des�9 shown Thu wAtobrxy and use of this lrnr6g ......Uaaes....... DUR. FAC. ANY 133891akelmd 13MLakehMI rW for wny strucarr' the re ny of the KA&V per Munn I seen w„ M MAX. SPACING 24.0' Est My, MO For more tnfon9atlon see tray ,lobs oanewt nasal ppaane and these rub sites. ALPIND wrsal eltacamt TPTo raw. hat argt SBCM rrr,dchdustry orgt ICD raeaccsofe.org ` x Hip Frame Details R Hip Frame 9, 'R' lthed Use this detail ASCE 7-10, 180 for, Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 Structur anels must be properly attached directly psf, To hIn,%%fI�� %4r:lins, ..VARN00- READ AND FMUW ALL NGM Q1 MS BRAWNG `' �� GEN)'NIK\ '% REF HIP FRAME ..BWQiTAW" FURNMH TMS WAVING TG ALL CQiTRAUM IRCi.OW TILL DWALMM Trusses require frame care In fabricating, handling, shipping, Instalerp and brochg. Refer to and �'� �\ tfollow the tatact owtion of BCSI Golding Component Sofatylnfornatlon, by TPI ad SBw far safety �.1 � DATE 10/01/14 practices prior to perforntng these functions. Ir\stnllers sMll provWe <enparory 6rodng per BCSI. NaUntess noted otherwise, top chord shag have properly attoched structurot sheatMtlr\a and bottom chord�.DR4/G HIPFR1801014 lyatlLocatWshornforpernanenYlnYaralrastraYltofcabs`�Anil havetnlled per BCSI sections B3, B7 or 310, as applicable. Apply plotes to each faceof trues and ppopsition as shown above and an the Joint Detals, untess noted otherwise.S A°iEReferto drarings IbOA-Z far staMortl plate positions. = .� Aspire, o dl g- of [TV BuBding Components Group lma shall not be sponsible for ony devition fromivi tT W COMPANY SNs firer np, any fa4ure to b sld the truss in confornnnce with ANSI/TPI L or for FmndUng, sh Pptr o,� Onlr,.totlatlon a bracig of trusws. a ,. _ Fyr r 13389 Lakefront Drive for any structure 1s the respansitAltY of the Bu cafto 0esfgner per Earth City, MO 63015 For more Information see this Job's general notes pag, AIPINE. rnalpblaltwA:on1 TPB nr.tpinitaryll SBCAi nr.sbc4tdu web Valley Detail — ASCE 7-10; 160--I-pK, 3-0'-Mean H-eight--Enclo—Se d, Exp.-C,-K-zt=100-- Top Chord 2x4 SP #2N, SPF #1/#2, DF=L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)KAttach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') naps toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, (- 2X4 X4 i--- 8-0-0 max —� 04 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.12B' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced witht properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 4 X4 Valle Spacing 2X4 ' Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail oe-nailed 12 :zlX3 X3 6-0-0 1X3 SX4% PL (Max Spacing) 1X3 2X4 SQ 20-0-0 (++) .I Supporting trusses at 24' o.c, maximum spacing. .aawuu)uI„, mWARNVa■. READ Arm FUUMV ALL Iores ON MS BRAVBta "IWORTAHTwv FIAiMSH TFfTS MAV04 TU ALL CONTRACTCRS DCLUBM TE DISTALLUM .�`` o''/, TC LL 30 30 40PSF REF VALLEY DETAIL Trusses regidre estrene can 1. fobrkotlnq handung. shipping, installing and b-drrg, Refer to -d ,` Al�, ' ` '� 'C DL 20 15 7 PSF DATE 10/01/2014 fallow the tatest edlttan of BCSI (PUtcOng Component Safety Infornatlan, by TPI and SBCA) for safety to per eCsL these Furtctlons. [natauers alw \l v �l\. �'` DRWG VAL160101014 proctkea prior performhp provide ,a hat v . lWess noted othenise, top chord shall have properly attached structtrd sheathing and button cl+ortl '�.: g-� DL 10 10 10 PSF shall hate o property attached ',O]d -iting8.. Locations shoe. far pernanent lnterol restraint of ebs 03, 97 RIO, Apply to each face IIfIfT77�1111 �I-�-�� d LI1-11� F9 shalt have broad,& Installed per BCSI stctlens r as appUcabt.. plates of buss as above and o. the B.talls, ti+ttss noatheMso.Bt,Z / 7� LL 0 0 0 PSF �� AIJ ITWODMPANY d- r,. 1 C fos ions. RtFwr to drawings I60A-Z for standard place positions. Alpine, a rdvlsfon of ITV Buitdhg Components Gr�uo Inc. sMll not be responsible for an deviation Pram-A-i-F this drawing, fallwe to build the trtnts In ANSI/V1 1, d� for bantlurp, shipping. // �_ �f '- TOT. LD. 60 57PSF 55 any confor.onca vlth Inst.Q.tlon t bracing of trusses. A seal m this fi-*q or cover page tlstfrtp this droving, Mattes aceeptonc. of profusion, vn n ty safety for the deslgt sham the mdtabstq aM use of this e-avwtp .fin �t �� 1.1 Q} - UR.FAC,1.25/1.33 1.15 1.15 - for any s3 taCt re tier rosPor:mAftY of tht Bu7triW Btsigner per N6I/fPI ��' SPACING 24 0' Earth Lakefront Drive Earth CAY, rA063046 For tare Inf—t1o. see this ,lob's general notes ppange antl these web sites ALPIM —tolnelt—oat TPL wee tobtstcwr SBCN nvatbcindusbr.ornt i(b vrv.kcsoFe,org i (i ('`�` ♦� '/i, lTfllT� .s t �G"..vv` BUE Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bidg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Dr 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detali Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads, xx Refer to Ennlneer's sealed truss design drawing for piggyback and base truss specifications, Detail A I Pur(in Spacing = 24" o.c, or less 12 Up to 12 17 11 Spacing = O.C. max I —Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between, Detail B Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlln 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 nalls (0128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box halls (0,135'x3,5'). Up to 12� ii ii 4'/a' /\ // 11 60 11 11 a) I I \\/\ \4' \\ I I \\ / I I I I Purlin Spacing) (/ 24' o.c. max Top Chord Scob (Typicnl Ench End) Chord Flat top chord purlins required at 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. t);l}{liifillll "I'MDNG7 READ AND ALL L NOTES ON THIS MAWM -IWGRTANT-N I MASH THIS DRAWING TO ALL CONTRACTORS IRMWING THE INSTALLERS. Trusses require extreme care to fabricating, handling, shipping, Installing and brachg• Refer to and follow the latest edition of BCSI aludding Conponent Safety Information, by TPI and SBCA) for safety practices prior to perf—mg these functiorx. Installers droll provide temporary bracing per BCSL nI V,fL Uni as tad otherwise, top hord hall have properly attached structural sheathing and bottom chard ,V shall have a property attached rlgkl c WN g, 1—tions shown far permanent lateral restraint of ebs a ��A� shell have bracing lnst46 s per SCSI sections the Joint or Dea ac a tessbly. Appty platys fo vnU Facv — - 11�uLL�_�_11�J of truss and ppoosition as shorn aoovr pl on x sl lom.Details, unless noted otherwise. Refer 4o drnringc 160A-Z for standard plate posltbns. Alpine, a t8vislon of ITV Bulldog Conpanentc Grouupp ]na shall not be responslbte far y, deviation from +'{� AN fTWCOMPANY this drawing, any Falture to build the truss in confomance with ANSI/TPI 1, or for hand8ng, shippllg, = AT@ p hstallatbn L bracing of trusses. _ _ m � d _ Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box malls (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 purlln 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 followings (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC & (4) Into base truss TC or Q) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1,375' nails. Notes Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord Member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 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'x8'x7/16' (min) APA rated sheathingg 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 112, full chord depth scabs (each face), Attach @ 8' o.c, with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Plgavback Plate One 28PB wave plgggyback plate to each face @ 8' o.c. Attach {eeth to Igg back at time of IF brlcatlon, Attach to sup or Ing truss with (4) 0.120'x1.375' halls per face per ply, Piggyback plates may be staggered 4 o.c, front to back faces, Por any structve is the rcsparbilb y of the m�ding Deslwwr per ANSWIP1 I se .'A• ' r, 13389 Lakefront Drive For more information see this job's general notes pope and these web sites n'�r`V��1r(�` A� s,1CL `\�� SPACING 24,0e Earth City, MO M5 ALPINE, wrralobreltrw o j TPI, rww,tolnstorm SBCA, wrr.sbc ustryorgi Xr, wwelccsofoarg '�?i... !#®1 Gl`d . 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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 (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(U + (B) Scab member length (S) must be within the broken panel, Noll 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 may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In loads. S L L 4` O,G Typical ~ + O + o + o + o o + O + o + o + —I 2' F-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 .2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# Web or Chord 2x6 1 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# WARNIrKda FEAR AM FOLLOW ALL NOTES a THIS BRAVING! ..INPORTANt— FURNISH THIS DRAWING TO ALL CONTRACT= INCLUDING THE INSTALLERS. ti P h E� Trusses requ0^a eXtrene c re In fabricating, handling, sWppinp, insWWrhg and tracing. Refer to and `� �` �A follow Nine latest edition of BCS1 1Bustling fnnponent Safety Information, by 11 and SBCA1 far safety practices prior to performing these iunctlons. Installers shop praWde tenporory braMg par BCSL Na, Unless noted otherwise, top chord shall have property attached structural zheatYdng an bor on dhor n r NF snail have a properly attached rigid ceiling. Locations whom for perwnent lateral restraint of webs Q L�1.7 0 shall have bradng Instnited par SCSI sectbnc B3, B7 r Big, s ppllcabla. Apply plates m each face Yi of truss -4 postlon as sham above and on the Joint Detalls, unless noted otherwise. �+ Ref., to d—trQ. 16DA-Z for standard plate positions. f- A'TE OF Alpine, a division of ITV Building Components Group Inc shall not be responsible for any deviation fron AN IMCOMPANY this d-Ina, nMY faAure to bold the truss In conform— with ANSLTPI 1, ar far handling, shipping, J� �/ � Q+ dol-1. minimum L Dlstance far awry structure Is the resp nslWUty of the BWldbig Designer per ANSI/TPI 1 Se.Z "fA/ J' (e web site.`+� A r Earth City13389 eM06'30a5 ALPINE winnalpInalt cr. cn1I- rare �TPlerwe.tplut.orgi SBCA,Ir cbclndgustry.org1e and e1C0 wwwk sofearg front 00.ve///Z//f/( ""�t�11\\\\\t SPACING 24,0' s REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4� _ 0, 0C MAX. LENGTH T0� ILLER f f EXISTING FILLER I - 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' O.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS), BILATERAL 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 B❑TTOM 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 DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD NG=AND=ANY TRU.S-S--VEB-CONF-IGURAT-I❑N_FOR_24' O.C. MAX. NG AND- IOPSF-MAX:-CEILING--L-OAD., WITH=THE=EXCEP TI❑NS 1 nN THIS SHEET T USE THIS DETAIL FORt ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt :RIOR BEARINGS AT ANY LOCATI❑N ON THE TRUSS, DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. S 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'-O'), 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE1 FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATI❑N DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, 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') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS),, - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), .._- —WP REAR AND FMAMV Au MTM a TM WAVM .�` ' REF BC FILLER oBtPWMTrs FIMSH UdS WAVM To ALL CMURACTOtS utCLU➢M THE V=&L6RA !�/ `'��> . Tru.ses require extreme care In fabrlcatlrg, handling, shipping. Instal and brachg. Refer to and m (�. �r.EN ''`�+'�''% DATE 10/01/14 follow the latest edM of BCSI (Bit &V Component Safety Information, by TPI wW SBCA) for safety ` 1! �7 ppff66cttces prior to perfornMp these functions Installers shall provide t¢nporary bradrmg per HCSL �� UNe66 noted Othersise, top mare .tali have property. attnchea .tnctmratpsheatNng one bottom char N DRWG REPBCFIL1014 shall have n properly attached rlgld eeRing. Locatlor� shown For permanent lateral restraint of sobs Q �� shag have and position ion installed own above sections the J or Det os wlesshmo Appty plates to each Face of truss and dp tbn as sheen above sections on the bait Betose, ess, le. otherelse. i( Refer to draxings 16OA-Z for standard plate positions, Alpine, a Avlslon of 1TV ButcIng Components Group Inc shall not be responsible for any aevihtlan fr CJ A E OF AN tIW COMPANY this drawing, any failure to bUW the tress in confformonce with ANST/TPI 1, or for handling, shipping, 10 A I mstaltatbn L bracing of trusses, /� A seal an this iraw4q r cover ao Us p this ara.imo, lmlcates acceptance of professiaral % 9 ( �P E(r b1Uty solely far t�`e ies�n sf own The . +tal ally n.d use of this ara.lmg - 0,,E O R % C�6 for any s Is iM rasPom.YNKY of the BuAing Bwslgw.r per tirll Pl 1 Seep. 1338g Lakefront Drive For more Information see this Job's general notes page aM these eeb sites.p�I�' .�aV ivy farih City, MO 6.5 ALPING e—lpinette=ml M. rw►.tpinst-M SBCAJ wwr.sbebntlustry orgh tC.O seelcesafeorg -+vgF,`'��S,q�� ;,1it�__- SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below (W), NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, ■■DPINiTAHTa TIQS GDRAV�l1G�TfI�N.L�fdM�RAC7TES�S I UIIIM TW INSTALLERS �i Trusses require extrme core In fabrkattr , handling, shipping, Installing and brochg. Refer to and �� 1 faller the latest rtlltkm of IiCSI ®, RtlVng Component Safety Iniogta ljon, by TPI and SBCAI for safety ` Q, prnc as prior to perfoming these functlons, Installers stall provide temporaryy brW per 11CSL = C lint ss wtrd otheuvke, top cFxrd shall have prop■rty ttached structural sheathing on batten chard _ shall Mve n properly attached rigid ceAbug. lacatbns shorn Far peroonent Interal restrnInt of rebs shall hove M porA Installed per Bb sections the Joint or Blg, ns nppticnble. Apply plates to each fncr = y of truss nbr pdong Lin olt sham above and on the7or Detaes, uNecs noted otheret T Refer to drasings 16M-Z for standard plate positlo—, Alpine, a dvklon of ITV Moing Components 6rot4 Inc shall not be responsible far an deviation from AN RWCOMPANY tNs drawg any fanure to bJld the truss In confomance ■Ith ANSI/TPI 1, or for handling, sWppa,g, ,( Nstnllatbn_6.6rocing_oE (' Orive for ohy structure Is the respansbWy of the 8�t>tng Dr:Jgror per ANSI/IPI I Sec.. 1398D Lakefionl Earth City. MODING for no" Infornatlon see thk ,lob's generol notes page and these eeb At— ALPINE,—tpineltr.con7 TPI, we.tphst.orgl SECA, rw.sbclnM,stry.orgl ICG welt... OF TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC, 1.15/1,25 SPACING 24' REF 2X4 SCAB ❑,H, DATE 10/01/14 DRWG ❑HSCB2X41014 O12 (2) 16d TOE NAILS 1 1VARIES OPTIONAL SCISSORS BOTTOM CORD F (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. A ,2 VARIES i TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION 1 TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: f 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: MM. 160 MPH PER ASCE 7-10 MAYS 24- O.C. I "WARNING" Read & Fdliow all notes on this drawing. Furnish this drawing to all Pontractors including the installers. —(4) 16d NAILS See Connection Detail —(4) 16d NAILS See Connection Detail ,C CONNECTION DETAIL (BJ) a)= (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long 6'-0" MAX. Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 BVARIES OPTIONAL WEB (4)-16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. a�1011B11911 ddp�t� ARTS °sO° No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STATE OF : 441` O , 0o n' Ago- °°°°c$'s�o • � 1C9 ve adddD®®9i