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BRES2018-0251 Geotechnical ReportGEOTECHNICAL INVESTIGATION PROPOSED CUSTOM RESIDENCE 77202 CALLE FLORA THE ENCLAVE @ SANTA ROSA COVE LA QUINTA, CALIFORNIA -Prepared By- Sladden Engineering 45090 Golf Center Parkway, Suite F Indio, California 92201 (760) 772-3893 RECEIVED SEP 2 5 2018 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Sladdeat E119blee7 zuzvM91addeuengineeiing.l f IV 4� Slad en En ineeft 45090 Golf Center Parkway, Suite F, Indio, California 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523.0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 May 16, 2018 Project No. 544-18112 18-05-235 Mr. Chris Moye 77202 Calle Flora La Quinta, California 92253 Subject: Geotechnicallnvestigation Project: Proposed Custom Residence 77202 Calle Flora The Enclave @ Santa Rosa Cove La Quinta, California Sladden Engineering is pleased to present the results of the geotechnical investigation performed for the custom residence proposed for the site located at 77202 Calle Flora within the Enclave @ Santa Rosa Cove development in the City of La Quinta, California. Our services were completed in accordance with our proposal for geotechnical engineering services dated January 24, 2018 and your signed authorization to proceed with the work dated April 5, 2018. The purpose of our investigation was to explore the subsurface conditions at the site in order to provide recommendations for foundation design and site preparation. Evaluation of environmental issues and hazardous wastes was not included within the scope of services provided. The opinions, recommendations and design criteria presented in this report are based on our field exploration program, laboratory testing and engineering analyses. Based on the results of our investigation, it is our professional opinion that the proposed project should be feasible from a geotechnical perspective provided that the recommendations presented in this report are implemented in design and carried out through construction. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned. Arthur Bracamonte III Project Engineer SER/ab Copies: 4/Addressee 4 BRETi L. ERSON No. 9 T7 &P.91'3olia rr Brett L. Anders v= CIVIL �. E(4G1(4EERING Principal Engin,.? ATE OF c��-��. SIadden Engineering r` zvzvzv.slacldetteng-i>'teering.cdrn 'As ocia" Desert Resort Management October 22, 2018 The Moye Family Trust 77-202 Calle Flora La Quinta, CA 92253 RE: 77-202 Calle Flora Dear Mr. & Mrs. Moye, RE1C_'E1VFD NOV 2 7 2018 CITY OF L1 QUINTA COMMUNITY DEVELOPMENT This is to inform you the Architectural Review Committee for Santa Rosa Cove Estates — The Enclave Association met recently to review your construction plans for your new home. After due consideration the Architectural Committee has approved the items as follows: 1. The Architectural Committee is granting two variances; 1) The front wall height and 2) The mechanical room located in the side setback. The Architectural Committee noted that they have received the neighbor's approval letter by (Barbara Rogers & Gary Geske dated 10/14/18) approving the encroachment into the side boundary setback. 2. Owner must obtain all permits through City of La Quinta; and required inspections by the City and State code. 3. Owner agrees to ensure that the contractor keeps the streets, gutters and adjacent properties clean and free of dirt, trash, debris or other material related to or caused by the work and clean-up of all street spills on a daily basis. 4. Owner will be held responsible for any road damaged caused by contractors work or vehicles. We strongly recommend use of plywood sheets under roof materials or stockpiles on the road as needed to protect the road surface. This is especially important during this period of extreme heat. 5. Construction hours: October 1 — April 3 0: Monday — Friday 8:00am — Sundown May 1 — September 30: Monday — Friday 7:00am — Sundown Saturdays — NO WORK PERMITTED unless a permit is obtained five (5) days in advance. Only quiet, "finishing work" will be permitted on Saturdays. Sundays and Holidays — NO WORK PERMITTED. 6. Owner agrees to submit the Notice of Completion format the end of the project. 42-635 Melanie Place, Suite 103 Palm Desert, CA 92211 Telephone 760-346-1161 Fax 760-346-9918 Web www.drminternet.com Associa' The leader in community association management I www.associaonline.com 3 Or Associae Desert Resort Management Moye Page 2 10/22/18 If you have any questions, please call me at (760) 346-1161. patience during the review process. rely, Caro Calhoun, CCAMO For the Design Review Committee The Enclave -Santa Rosa Cove Estates H.O.A. Cc: Board of Directors/Architectural Committee Enclosure: Notice of Completion Form Thank you for your 42-635 Melanie Place, Suite 103 Palm Desert, CA 92211 Telephone 760-346-1161 Fax 760-346-9918 Web wwwArminternet,com Associa° The leader in community association management www.associaonline.com o russ cuss ype (1F771 TRUSS CR5 Diagonal Hip Girder 4Job Reference (optional) __.___...._ . ..... 022 Run: B210 s FrAj 23 2018 Print' 0,211; 5 Feb 23 2018 itillTek Indusfties, Inc. Tua Nov 20 11:34:9I3 2018P � 1 iD:haEG58GCZRJupNyORiLogOyefeK-p8S7YL rnkKAM7YhfY70DRkSRnaiRRRJrit1Wu93yXB 1-5-p 0 3.3-14 • 1.5.3-3-14 Scale = 1:9.2 3A = 3 3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,56 Vert(LL) -0.00 2-4 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0-00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 84/Mechanical 2 = 36010-7-6 4 = 30/Mechanical Max Horz 2 = 42(LC 4) Max Uplift 3 = -17(LC 4) 2 = -94(LC 4) Max Grav 3 = 773(LC 19) 2 = 574(LC 18) 4 = 60(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5yThis truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.0Ib live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down and 18 lb up at 2-9-8, and 266 lb down and 18 lb up at 2-9-8 on top chord, and 8 lb down at 2-9-8, and 8 lb down at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-88, 2-4=-20 Concentrated Loads (lb) Vert: 7=-1(F=-0, B=-0) oR�r ES 10'��9 JICIANC CAC mac, C 66380 EXP 06/30/20 CRO��P November 20, 2018 TRUSS — CR6 Diagonal Hip Girder I 1 1 i �Jab Reference o tional 3 Run: 6.210 s Feb 23 2p 18 Pnnt 8210 s Feb 23 2019 rorrek Intlu"u, Inc. Tw Noy 20 11:34:17 2018 Paae 4 12:haEG $8GCZRJuDNy0RiLog0y9FeK-mXa myl OOGxG4Mrrl g02U W 9Ygx01 GvE27oc7?D 1 yW3x9 -2-f-7 4-7-2 84.5 2-1-7 4-7-2 3-93 Scale = 1:191 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 125 TC 0.96 Vert(LL) -0.07 8 >999 360 TCDL 24.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 2-8 >977 240 BCLL 0.0 ' Rep Stress Iner NO WB 0.50 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) 0.01 8 >999 240 LUMBER - TOP CHORD 2x4 DF No.1 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 7 = 416/Mechanical 2 = 676/0-7-6 Max Horz 2 = 79(LC 25) Max Uplift 7 = -25(LC 4) 2 = -136(LC 4) Max Grav 7 = 1098(LC 19) 2 = 1205(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2492/0, 9-10=-2462/0, 3-10=-2336/0, 4-7=-439/39 BOT CHORD 2-13=-13/2346: 8-13=13/2346, 8-14=-13/2346, 7-14=-1312346 WEBS 3-7=-2463/19 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6,Dpsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directlonai); cantilever left and right exposed ; end vertiCat left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8-4-5 2x4 11 4 5 PLATES GRIP MT20 2201195 Weight: 34 lb FT = 20% 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except qt=lb) 2=136. 5) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 250.O1b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, non concu rren I with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ioad(s) 250 lb down and 18 Ib up at 2-9-8, 2501b down and 18 ib up at 2-9-8. and 280 lb down and 42 lb up at 5-7-7. and 2801b dawn and 42 1b up at 5-7-7 on top chord, and 2 Ib down at 2-9-8. 2 lb down at 2-9-8. and 20 1b dawn at 5-7-7. and 201b down at 5-7-7 an bottom chard. The des ignlselection of such connection devices) is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-88, 4-5=-48, 2-6=-20 Concentrated Loads (lb) Vert: 14=-17(F=-9, B=-9) joV E SS /(j�} CD: ., .,..— i ?-,I ExP 06/30/20 AAA November 20, 2018 truss type QIY Ply TRUSS F1 — Monoptch - 1 1 lJobReference'o tional 024 Rur1: 8,21 us Feb 23 2016 Print: S.210 s Feb 23 018 M7ek lna6sh- - — rue Nov 20 11 �34;15 2018 Page 1 _ ID:haEGSBGCZRJuDNi�ORiLogDy9f*K-MGub22VZsefUJao 2cB8oA[7cb8tGXVaUaF7fgAlyHGxb fi of 3 9.10-2 14-7-6 194-11 24-5-8 5.0.13 4.9-5 4-9-5 4 9 5 5.0 3 Scale = 1:39.6 6x7 = 2x4 11 oxr = 4x4 = 3x4 = 4x5 = 4x6 = a-iu-z 1 5 Q-13 4-9-6 14-7-6 4-9-6 , 194-11 4-9-5 Plate Offsets X Y- 6=¢3 8.0 1 0 0$ 0.1-8 LOADING (psf) SPACING- 2-0-0 C 51. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.29 10-11 >998 360 TCDL 24.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.79 10-11 >367 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matrix-S Wind(LL) 0.24 10-11 >999 240 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 *Except* B2: 2x4 DF No 1 WEBS 2x4 OF No.2 `Except' W1: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 1 Row at midpt 6-8 Mffek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installationguide- REACTIONS. (lb/size) 13 = 1300/0-5-8 8 = 1500/0-5-8 Max Horz 13 = 183(LC 9) Max Uplift 13 = -144(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1229/166, 1-15=-3790/499, 15-16=-37861499, 2-16=-3785/499, 2-17=-5374/557, 3-17=-5370/557, 3-18=-5041/476, 18-19=-5037/476, 19-20=-5037/476, 4-20=-5036/477,4-5=-3255/331, 5-21=-3251!331,6-21=-3251!331, 7-8=-592/0 BOT CHORD 12-13=-346/387,11-12=-557/3881,10-11=-598/5368, 9-10=-515/5036, 8-9=-362/3250 WEBS 1-12=404/3721, 2-12=871/167, 2-11=-18111543, 3-11=-311/106, 3-10=-038/106, 4-10=0/276, 4-9=-1873/195, 6-9=0/657, 6-8=-3323/355 NOTES- 24-5-8 PLATES GRIP MT20 220/195 Weight; 113 lb FT = 20% 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6,0psf, 13001-=6.0psf, h=25ft; B=45ft; L=244[; cave=oft; Cat. If; Iv xp C; enclosed; MWFRS (directional) and C-C Exterlor(2) 0-2-12 to 3-2-12, InteriaT(i) 3-2-12 to 24-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water ponding- 3) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Gt=1b) 13=144- 6) This truss is designed In accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 7) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, non concurre nt wlth any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down at 24-3-12 an top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) �J / Standard rr�r"_EXP L1) Dead + Roof Live (balanced): Lum.25, PI re. =1.25 Uniform Loads (plf) Vert: 1-7=-88, 8-13=-20NC CACConcentrated Loads (lb)Vert:7=-200(F) 6638uz06i30/20 1 I L12-WOR10A November 20, 2018 6 _ russ runs ype y L1 TR53 F1A k1¢Rnp:.ch 3 - r� Jad Retsrence o tianal Li 02 kun; oe w T. rw cs euio runs- uziu s reo zs 2eui s roll I9iA tmft es, Ime, Tue Nov 20 11:34,16 2016 page 1 fr):haEGSeGCZRJudNyORiLogCyWeK-elpGa03XKAmWrT9ovG7Qg910H?X7r cjjFz1C1l1 PI xI 5i} 13 6.3 2 9-10-2 14-7-6 18-2-6 19-4-11 24-5-5 5.0-13 1-2-5 3-7.0 4-9.5 3.7-o 1-2-5 5-0-13 6x7 = Scale = 1:40.6 17 m 14 a u 2x4 [I 6x7 = 5x7 WB= 44 = 3x4 = 45 = 46 = 5-0-13 9-10-2 14-7-6 19-4.11 24-5-8 5-0-13 4-9-5 L5k5 1_CIA s_n.sn Plate Offsets (74Y)— [6:0.3-8.0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.88 Vert(LL) -0.29 10-11 >999 360 MT20 2201195 TCDL 24.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.78 10-11 >368 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.07 17 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.24 10-11 >999 240 Weight: 118 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 "Except' 62: 2x4 DF No.1 WEBS 2x4 DF No.2 `Except* W1: 2x6 DF No 2 OTHERS 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be inslalled during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1300/0-5-8 17 = 1452/0-5-2 Max Horz 14 = 166(LC 9) Max Uplift 14 = -140(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1227/163, 1-18=-3883/495; 18-19=-3878/495, 2-19=-3878/495, 2-20=-5368/5327 3-20=-5364/533, 3-21=-5038/467, 21-22=-5033/467, 22-23=-5033/467, 4-23=-5032/468, 4-5=-3232/305, 5-24=-3228/305, 6-24=-3228/305, 6-25=-432/0, 7-25=428/0, 8-16=-92/1076, 7-16=-9211076 BOT CHORD 13-14=-325/384, 12-13=-520/3878, 11-12=-520/3878, 10-11=-554/5363, 9-10=-485/5032, 8-9=-319/3227 WEBS 1-13=403/3803, 2-13=-859/162, 2-11=-16911540, 6-8=-2976/332, 3-11=-312/101; 3-10=-633/119, 4-10=0/279, 4-9=-1894/208, 6-9=-3/646, 7-17=-1572/0 NOTES- 1) Wind' ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=B.Opsf BCDL=6Apsf: h=25ft; 6=45h,' L=24ft; ea.ve=oft; Cat. II; Exp C; enclosed; MWFRS (di rectiona I y and C-C Exlerior(2) 0-2-12 to 3-2-12, Interior(i) 3-2-12 to 23-10-4 zone: cant€lever Iefl and right exposed ; and vertical left and right exposed ;C-C for members and forces & NIWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 17 consjders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connedon (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b) 14=140. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down at 24-5-8 on top chord. The design/selection of such conneclJon device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��❑F ESS /�,r LOAD CASE(S)D Qr Standard 1) Dead + Roof Live (balanced): Lu €€I�1 t" rea§`e `1'Ii N Ins � 1.25 Uniform Loads (plf) + C 66380' zr Vert: 1-7=-88, 8-14=-20 m Concentrated Loads (lb) Vert: EXP 06/30/20 7=-200(F) VAL'Fti� November 20, 2018 RUSS (Flo (GABLE 2 1 { Job Reference o tional Ron; 8216s Feb 23 2D18 Print: 8.210 s Feb 23 2018 MM A Industries, Inc: Min Nay M 11/4/02011 ID;haEGSBGCZRJuDNyORiLogOyaleK-2tVPR( '5Pd5B4WNa097ieK?mCkklQr9PCBs: 5.0.13 9-10-2 1d 7.6 19-111 245.8 50-13 4-9-5 49.6 4-9.5 5-0-13 1 T 1 Scale = 1:39.4 4x6 = 18 17 16 15 14 13 12 11 10 9 8 44 = 3x4 = 3x4 = 3x4 = 3x4 = 5-0-13 5.0-13 3x4 = 14-7-6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a - n/a 999 TCDL 24.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matr'x-S LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except' W1: 2x6 DF No.2 OTHERS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erec4cn in accordance with Stab] Iaer Installation g aide. REACTIONS. All bearings 24-5-8. (lb) - Max Horz 18= 183(LC 27) Max Uplift All uplift 100 lb or less at joint(s) 17, 10 except 18=-345(LC 25); 8=-359(LC 28), 16=-125(LC 25), 13=-129(LC 27), 11=-120(LC 27) Max Grav All reactions 250 lb or less at joint(s) 14, 12, 9 except 18=457(LC 32), 8=446(LC 29), 17=632(LC 52), 16=564(LC 53), 13=560(LC 54), 11 =614(LC 55) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-425/366; 1-30=-1065/1046: 2-30=-579/563, 2-31=-991/997, 3-31=491/519, 3-32=-995/992, 32-33=-515/515, 33-34=-510/513, 4-34=414/415, 4-5=-1015/1002, 5-35=-557/562, 6-35=-479/143, 6-36=-1023/995, 7-36=-459/419. 7-8=-383/59 BOT CHORD 17-18=-1295/1265, 16-17=-1067/1049, 13-14=-993/978, 12-13=-290/283, 11-12=-969/961, 9-10=-386/394, 8-9=-923/989 WEBS 1-1 7=-1 208/1220, 2-17=-5881424, 2-16=-1064/1067, 3-16=-590/433, 3-13=-1018/1022: 4-13=-605/446, 4-11=-1017/1023, 6-11=-652/4727 6-8=-996/1017 NOTES- 24-" 5-0-13 PLATES GRIP MT20 220/195 Weight: 125 lb FT = 20% 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph, TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 6=45ft; L=24ft; eave=tit; Cat. II; Exp C; enclosed; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-2-12, Exterior(2) 3-2-12 to 24-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60. 2) Truss designed for wind loads in the plane of the truss only. Far studs exposed to wind (normal to the face), see Standard Industry Gable End ❑etaiIs as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 17, 10 except Qt=lb) 18=345, 8=359, 16=125, 13=129, 11=120. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI1TPI 1. 11) This truss has been designed for a moving concentrated load of 250.01b live and 30.Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 12) This truss has been designed for A—<t 07 umber DOL=(1.33) Plate grip DOL=(1.33) Connect truss teats 3j� m chord from 0-0-0 to 24-5-8 for 200.0 plf. JUANG CAC; LOADStandardSE(S) tlr C 66380 1 EXP 06/30/20 )-"'P Lffl� lot * a November 20, 2018 Job I russ Fuss iype y TRUSS F1 M Monapitch 11 1 Job Reference(optional)027 7 S NO); 0t lus ran X.714V70 rnrrs:D.[ l u 5VGD 1:32u7 a" I OK MULAUV$, In8, l ue NW 2U 11:N:222018 Pa a1 F tD:haEGSBGCZRJUDNyORILogCy9feK-7SBY3S7ivOW1FZOclEq%iGy❑JC]epEgAcsgQXa5yH-Gx7 5 0 73 9-10-2 14--7-8 175.0 1 19-0-i1 21 4-8 24-5 8 • 5-0-13 4-9-5 4 9-5 2-9.10 1-11-11 i-11.A 3-i-0 Scale=1:40.5 8x8 = 3x4 11 Bxl2 MT20HS= 47 = 3x5 = 3x4 = 44 = 4x5 = 8x12 MT20HS= r 5-0.13 9-10-2 , 14-7-6 17-5-0 i ,_ 19-4-11 21-4-8 24 5.8 , Plate Oftsets X Y 7:0-4-12 D-2-4 , 9:Ed a 0-3-8 I - I P_ - 4 j I - w L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.26 13-14 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.00 13-14 >289 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(CT) 0-15 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) -0.35 13-14 >824 240 Weight: 118 lb FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E *Except* T2: 2x4 DF No.2 BOT CHORD 2x4 DF N0.2 *Except* B2: 2x4 DF 240OF 2.0E WEBS 2x4 DF No.2 "Except` W1: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16 = 1576/0-5-8 9 = 2525/0-5-8 Max Horz 16 = 183(LC 9) Max Grav 16 = 1671(LC 18) 9 = 3196(LC 17) FORCES. (lb) - Max. Comp./Max. Ten_ - All forces 250 (lb) or less except when shown. TOPCHORD 1-16=-1590/0, 1-18=-5333/0, 18-19=-532810, 2-19=-5328/0, 2-20=-8182/0, 3-20=-8178/0, 3-21=-9076/0, 21-22=-9072/0; 22-23=-9072/0, 4-23=-9072/0, 4-24=-8859/0, 5-24=-8858/0: 5-25=-7670/07 6-25=-7664/0, 6-26=-5426/0, 7-26=-5418/0, 8-9=403/0 BOT CHORD 15-16=-300/435, 14-15=0/5398, 13-14=0/8186, 12-13=0/9080, 11-12=018852, 10-1 1=017616, 9-10=0/5377 WEBS 1-15=0/5182, 2-15=-1220/0, 2-14=0/2986, 3-14=-693/0, 3-13=011589, 4-13=-404157, 4-12=-700/1015: 6-11=0/1163, 6-10=-2896/0, 5-12=-474/360, 7-10=0/1791, 5-11=-1718/0, 7-9=-6082/0 Continued on page 2 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 24-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) This truss has been designed for a moving concentrated load of 250.0Ib live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other five loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down at 17-5-0, and 600 lb down at 21-4-8, and 300 lb down at 21-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads a �Q��. truss are noted as front (F) or back (B). r LOAD CASE(S) � J€,�IRI1v ri.'Q0 Standard __ F 1) Dead + Roof Live (balanced): Lu I crease=l .§Ante Inc .25 Uniform Loads (plf) rx EXP 06/30/20' Vert. 1-8=-88, 9-16=-20 Concentrated Loads (tb) Vert 5=-600(F) 7=6130(F) 27=300( 1Q 2) Dead+ 0.75 Roof Live (balanced): Lu crease=1.25 Uniform Loads (plf) r-OL Vert: 1-8=-78, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) November 20, 2018 TRUSS I F1M I MonopAch LOAD CASE(S) 'Standard 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-40 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=26, 5-19=20, 5-7=-310(F=-330), 7-8=20, 9-16=-12 Harz: 1-16=18, 1-17=57, 1-19=-38, 8-19=-32, 8-9=31 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 5) Dead + 0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (pIq Vert: 1-5=20, 5-7=-310(F=-330), 7-8=26, 9-16=-12 Harz: 1-16=-31, 1-17=-50, 1-7=-32, 7-8=-38: 8-9=-18 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-389(F=-330), 7-8=-59, 9-16=-20 Harz: 1-16=-21, 1-17=32, 1-8=11. 8-9=-28 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-59, 5-7=-389(F=-330), 7-8=-59, 9-16=-20 Harz: 1-16=28; 1-17=-50, 1-8=11, 8-9=21 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=26, 5-23=11, 5-7=-319(F=-330), 7-8=11, 9-16=-12 Harz: 1-16=15, 1-17=46, 1-23=-36, 8-23=-23, 8-9=18 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=11, 5-21=26, 5-7=-304(F=-330), 7-8=26, 9-16=-12 Harz: 1-16=-18, 1-17=-46, 1-21=-23, 8-21=-38, 8-9=-15 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-49, 5-7=-379(F=-330), 7-8=-49, 9-16=-20 Harz: 1-16=26, 1-17=46, 1-8=1. 8-9=7 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 11) Dead + 0.6 MWFRS Wind (Neg, Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-49, 5-7=-379(F=-330), 7-8=-49, 9-16=-20 Harz: 1-16=-7, 1-17=-46, 1-8=1, 8-9=-26 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=17, 5-7=-313(F=-330), 7-8=17, 9-16=-12 Harz: 1-16=-23, 1-17=-30, 1-8=-29, 8-9=23 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=7, 5-7=-323(F=-330), 7-8=7, 9-16=-12 Harz: 1-16=-23, 1-17=-30, 1-8=-19, 8-9=23 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Con ��On paye 3 1Job Reference Run: 2011 Standard Uniform Loads (plf) Vert: 1-5=-49, 5-7=-379(F=-330), 7-8=-49, 9-16=-20 Harz: 1-16=-12, 1-17=-30, 1-8=1; 8-9=12 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 1-5=-49, 5-7=-379(F=-330), 7-8=-49, 9-16=-20 Harz: 1-16=-12, 1-17=-30, 1-8=1, 8-9=12 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0,6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-79, 5-7=-326(F=-247), 7-8=-79, 9-16=-20 Harz: 1-16=19, 1-17=34, 1-8=1, 8-9=5 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 18) Dead + 0.75 Roof Live (bal_) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-79, 5-7=-326(F=-247), 7-8=-79, 9-16=-20 Harz: 1-16=-5, 1-17=-34, 1-8=1, 8-9=-19 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-79, 5-7=-326(F=-247), 7-8=-79, 9-16=-20 Harz: 1-16=-9. 1-17=-23. 1-8=1. 8-9=9 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-79, 5-7=-326(F=-247), 7-8=-79, 9-16=-20 Harz: 1-16=-9, 1-17=-23, 1-8=1, 8-9=9 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 21) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 1=-280 5=-600(F) 7=-600(F) 27=-300(F) 22) 2nd Moving Load: Lumber increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 18=-280 27=-300(F) 23) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 20=-280 27=-300(F) 24) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 �F ES / Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 22=-280 25) 5th Moving Load: Lumber Increa "F!8 , p leas 1: Q Uniform Loads (plf) ��'�' L Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Ca C 66380 r* s Vert: 5=-600(F) 7=-600(F) 24=-2 3 nn rTz 3012 26) 6th Moving Load: Lumber lucre =1, q. e � se Uniform Loads (plf) iT r' > Vert: 1-8=48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 25=-280 2 27) 7th Moving Load: Lumber increase=1.60 .60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 J November 20, 2018 TRUSS I F1 M I Monopitch LOAD CASE(S) -Standard Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 26=-280 27=-300(F) 28) 8th Moving Load: Lumber lncrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 27=-300(F) 28=-280 29) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 8=-280 5=-600(F) 7=-600(F) 27=-300(F) 30) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 2=-280 5=-600(F) 7=-600(F) 27=-300(F) 31)11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 3=-280 5=-600(F) 7=-600(F) 27=-300(F) 32) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 4=-280 5=-600(F) 7=-600(F) 27=-300(F) 33) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-880(F=-600) 7=-600(F) 27=-300(F) 34) 14th Moving Load: Lumber Increase=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 6=-280 5=-600(F) 7=-600(F) 27=-300(F) 35) 15th Moving Load: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (plf) Vert: 1-8=-48, 9-16=-20 Concentrated Loads (lb) Vert: 5=-600(F) 7=-880(F=-600) 27=-300(F) /�QF E SS 1 JICIAtrC CAC C 8538C C-" EXP 06/30/20 November 20, 2018 Job I russ russ ype ty iy TRUSS F2 Wnopitch 4 1 1 1Jab Reference (optional 3 ........__ Rum 8210 s Fab 23 2018 Pnm: @.21D s Feo 23 a 1 8 MTek tnduslrrss, fir: Tue Nov 20 11:34:24 2a18 Pegg, ID:haEGSSGCZRJuDNyORiLagD gieK-PglIU79YRdmNohmLNyGt?h1vt0U7imsuYTvdeLyHGw 2-10-8 5 4x6 = Scale = 1:22.8 q onY — 2x4 ll 2-10� 22-1" LOADING (psf) TCLL 20.0 TCDL 24.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.21 BC 0.07 WB 0.06 Matrix-P DEFL. in (loc) I/deft Ud Vert(LL) -0.00 3-4 >999 360 Vert(CT) -0.00 3-4 >999 240 Horz(CT) 0.00 3 n/a n/a Wind(LL) 0.00 4 -- 240 PLATES GRIP MT20 220/195 Weight: 20 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all WEBS 2x4 DF No.2 *Except* areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and W1: 2x6 DF No.2 any other members. BRACING- 5) Provide mechanical connection (by others) of truss to bearing plate capable of TOP CHORD withstanding 100 lb uplift at joints) except (jt=lb) 4=149, 3=151. Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. 6) This truss is designed in accordance with the 2015 International Building Code BOT CHORD section 2306.1 and referenced standard ANSI/TPI 1. Rigid ceiling directly applied or 9-11-3 oc bracing. 7) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, MiTek recommends that Stabilizers and required cross bracing be installed during nonconcurrent with any other live loads. truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 4 = 135/0-5-8 Standard 3 = 135/Mechanical Max Horz 4 = 163(LC 9) Max Uplift 4 =-149(LC 8) 3 =-151(LC 9) Max Grav 4 = 365(LC 21) 3 = 365(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-340/304, 2-3=-327/61 BOT CHORD 34=404461 WEBS 1-3=-486/432 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J`=UANG CAC I C 66380 EX906/30/20%, November 20, 2018 Job F2D cussTruss Type y TRUSS GABLE 2 1 1 Job Reference o tional n RUR; 8Z10 s Feb 23 2016 PnnL• 6.210 s Fah 23 2013 MTek industries, Inc. Tua NaV 20 11;34;25 201a F ID haEGSBGCif2;luDNyORiLagaygfeK-llsghTAACxYEG]rLxwfnXYva3JdpBRAu2n7eBAnyHiel1 L Z-'1 U-b 2-10-8 5 4x8 = 4 3 6x6 = 3x6 11 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1,25 CSI. TC 0.28 DEFL. in (loc) I/defi Vert(LL) n/a n/a L/d 999 TCDL 24.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 135/2-10-8 3 = 13512-10-8 Max Horz 4 = 163(LC 27) Max Uplift 4 = -478(LC 25) 3 = -466(LC 28) Max Grav 4 = 547(LC 32) 3 = 533(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-579/491 1-6=-668/672, 2-6=-343/336, 2-3=-327/100 BOT CHORD 3A=-1044/851 WEBS 1-3=-1013/1215 NOTES- 1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) .Truss designed for wind .loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. Scale = 1:22.8 PLATES GRIP MT20 220/195 Weight: 20 lb FT = 20% 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 4=478, 3=466. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 11) This truss has been designed for a total drag load of 260 plf. Lumber DOL=(1.33) Plate grip DOL--(1.33) Connect truss to resist drag loads along bctlam chord from 0-0-0 to 2-10-8 for 260.0 plf. LOAD CASE(S) Standard x ES3/ J101ANG CAO C 66380 EXP 06/30/20 2I � November 20, 2018 TRUSS F3 Monopitch 3-3-6 7 Dc4 I Plate 2 5 Feb 2H 2018 Pnnt: 0.210 s Feb LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 5 >999 360 TCDL 24.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) 0.01 5 >999 240 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 "Except' WI: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be insialIed during truss erection, m accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 33010-5-15 4 = 330/0-5-13 Max Horz 6 = 110(LC 9) Max Uplift 6 = -62(LC 8) 4 = -63(LC 9) Max Grav 6 = 488(LC 25) 4 = 488(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-458/129, 1-9=-876/110, 2-9=-874/110, 3-4=-368/79 BOT CHORD 5-6=-251/262, 4-5=-215/874 WEBS 1-5=-2071774. 2-4=-799/202 NOTES- 1) Unbalanced roof ilve loads have been considered for this design. 2) Wind, ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf,, h=25ft; B=45fh L=24ft; eave=4ft, Cat. It: Exp C: enclosed; MWFRS {directional) and G-C Exterior(2) 0-2-12 to 3-3-6, Interior(1) 3-3-6 to 6.4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.5O 3) Provide adequate drainage to prevent water pondirig . 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 20 11 4x6 = Scale = 1:13.0 6 PLATES GRIP MT20 220/195 Weight: 32 lb FT = 20% 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoinl(s) 6, 4. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 8) This truss has been designed for a moving concentrated load of 250.0I15 live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcument with any other live loads. LOAD CASE(S) Standard r��fJl-'QQIAK c-, `f C 66380 m 4EXP 06/30/20 November 20, 2018 TRUSS F4 Nbnopdch 3$73 3-8-13 7 2x4 I 4x6 = 11:34:28 Scale = 1:13.5 8 3-8-13 7:s-la 3-$-13 3.8-13 Plate Offsets X.Y — 30-2-15 Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 5 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix-P Wind(LL) 0.01 5 >999 240 Weight: 35 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No2 4) This truss has Mean designed for a 10.0 sf bottom chord live load nonconcurrent 9 P WEBS 2x4 DF No.2'Except' with any other liveiWads. W 1: 2x6 DF No2 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all BRACING- areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and TOP CHORD any other members. Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals. 6) Provide mechanical connection (by others) of truss to bearing plate capable of BOT CHORD withstanding 100 lb uplift atjoint(s) 6, 4. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) This truss is designed in accordance with the 2015 International Building Code MiTek recommends that Stabilizers and required cross bfacing be installed during section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.01b live and truss erection, in accordance with Stabilizer Installationguide- 30.01b dead located at all mid panels and at all panel points along the Top Chord, REACTIONS. (lb/size) nonconcurrent with any other live toads. 6 = 378/0-5-9 4 = 378/0-5-9 LOAD CASE(S) Max Horz Standard 6 = 11O(LC 9) Max Uplift 6 = -66(LC 8) 4 = -67(LC 9) Max Grav 6 = 518(LC 25) 4 = 518(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-484/126, 1-9=-1078/123, 9-10=-1075/123, 2-10=-1075/123, 2-11=-270/128, 11-12=-269/129, 3-12=-263/129, 34=-381/83 BOT CHORD 5-6=-255/320,4-5=-224/1075 WEBS 1-5=-203/940, 2-4=-974/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 8�15ft; L=24ft; eave=0; Cat. II; Exp C: enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2A2 to 7-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. J1,14d NG CAC C 6638u ExP 06/30/20 Imo. ;VCVA%� ��o November 20, 2018 �...__ russ - toss 1 ype y — TRUS6 F5 Flat 2 1 Job Reference (optional Run; 8210 s Feb 23 W18 Prlrrt: fl.27p s Feh 23 2018 tv7iTek Industries, Inc_ Tau Pion 20 11-34:30 2018 Page 1 ID haEG58GCZRJuDNyORiLogOWeK--E•nZkSEJfTYXWcDs4CNiEyFizleYSSUwnxPMyryHGw 5 34 = 2x4 11 4 1-6-6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 360 TCDL 24.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 4 """" 240 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS - 2x4 DF No.2 "Except" W1: 2x6 OF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-6 oc pudins, except end verticals SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi- ek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation quide REACTIONS. (lb/size) 4 = 62/0-5-15 3 = 62/Mechanical Max Horz 4 = -75(LC 8) Max Uplift 4 = -72(LC 8) 3 = -72(LC 9) Max Grav 4 = 319(LC 25) 3 = 319(LC 27) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP Ol-IORD 1-4=-308/147, 2-3=-300/33 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3-second gust) Vasd=87mph; TCDI4.Opsf, BCDL=5.0psf, h=25ft; a=45ft; L=24ft; eave=4ft; Cat. It; Exp C; enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and Forces & MWFRS for reactlans shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 3. Scale = 1:12.8 PLATES GRIP MT20 220/195 Weight: 9 lb FT = 20% 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.Olb live and 30.Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard trSS!G�� JillAnV cn0 C 66J8v 4� EXP 06/30/20 VAF [ � 1iA4.�C November 20, 2018 TRU86 I F6 [ Flat 5 3x6 = 2" I 1-11-13 1-71-13 1-11-13 1-11-13 2 1 Job Ri s Feb 23 20113 Ptiht: 8 210 s LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4 >999 360 TCDL 24.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix-P Wind(LL) 0.00 4 — 240 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 "Except" W1: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek resammends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 4 = 87/0-5-10 3 = 87/Mechanical Max Horz 4 = -74(LC 8) Max Uplift 4 = -57(LC 8) 3 = -57(LC 9) Max Grav 4 = 335(LC 25) 3 = 335(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-319/124, 2-3=-310/37 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l1Omph (3-secbnd gust) Vasd=87mph; TCDL=S-0psf,, BCDL=6.0psf, h=25ft; 6�45ft; L=2411; eave=4R; Cal. 11; Exp C; enclosed; MWFRS (directionaf) and C-C Exterior(2) zone; cantilever left and right exposed ; end verlicaI left and tight exposed;C-C for members and Forces & MWFRS for reacffons shown; Lumber DOL=1.60 plate grip DOL=1.130 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-15-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. Scale = 1:127 PLATES GRIP MT20 2201195 Weight: 11 lb FT = 20% 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.01b live and 30.Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 4 JIQIANG CAS; r C 66380 EXP 06/30/20 V l tiR' November 20, 2018 TRUSS IF7 Flat 12 5 3x6 = t.6-6 9-6-fi Jxa = Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL, In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 j Vert(LL) -0.00 4 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matnx-P Wind(LL) 0.00 4 """ 240 I Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 `Except` W1: 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-6 oc puriins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance vAh Stabilizer Installation guide - REACTIONS. (lb/size) 4 = 62/0-5-15 3 = 62/Mechanical Max Herz 4 = -74(LC 10) Max Uplift 4 = -72(LC 8) 3 = -72(LC 9) Max Grav 4 = 319(LC 25) 3 = 319(LC 27) FORCt & (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-308/146, 2-3=-300/32 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; 7CDL=6.0psf; BCDL=6.0psf h=25ft; 13 4.5ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed: MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uplift at joint(s) 4, 3. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 8) This truss has been designed for a moving concentrated load of 250.01b five and 30.Olb dead located at ail mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard J101ANC CAG C 66380 rn EXP 06/30/20 CALIF ' November 20, 2018 Job cuss russ ype ty pjy "—'" TRUSS FB MONOPITCH 2 1 .,_ 1Job Referencetoption1____ 037 Run: 8210 s Feb2� T[318 Pant; S,'10 s Fein 23 2[}18 MiTsk Inrluskras, trrc. Tue Nav'20 1 i:3a35 2018 p 1 It):haEGS8GCZRJoDNYORILa90y9feK-ayT5nuHRr79pdNSSWIztxD7c flhnhG�eW4h3jWCyH v1' tr-ru 7tl�-17 171-C ;24-5-5 4.5 5 2-9-10 1-11-17 7-11-13 3 1-0 6x7 11 2x4 11 6x12 MT20HS= 3X8 = 3x4 = 3x4 = 3x5 = 4x4 = 5x10 = 1 5 0-13 9-10-2 EO-13 4-9-5 14-7.6 4-9.5 17-5.0 2-9-10 18 4• 1.11- Piate Offsets KY}-- [2_I1-3-8.0-1-8],(7:0-3-8,0-2-0j_[14:0-3-8,0-1-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL, in floc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.35 13-14 >814 240 TCDL 24.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.99 13-14 >291 180 BCLL 0,0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.09 19 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 "Except" 132: 2x4 DF 180OF 1.6E WEBS 2x4 DF No.2 `Except" W1: 2x6 DF No.2 OTHERS 2x6 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and requ}red cross bracing be installed during truss erection, in accordance with Stabilizer Installation ;wide. REACTIONS. (lbisize) 16 = 113610-5-8 19 = 206510-5-2 Max Horz 16 = 111(LC 9) Max Grav 16 = 1263(LC 18) 19 = 2804(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1206/0, 1-20=-4085/0, 20-21=-4082J0. 2-21=-4082/0, 2-22=-6463/0, 3-22=-6460/0, 3-23=-7468/0, 23-24=-7467/0, 24-25=-7467/0. 4-25=-7466/0.4-26=-7753/0, 5-26=-7752/0, 5-27=-6780/0, 6-27=-6774/0, 6-28=-4794/0, 7-28=-4787/0. 7-29=-776/0, 29-30=-770/0, B-30=-769/07 9-18=012796, 8-18=0/2796 BOT CHORD 15-16=-172/300, 14-15=0/4131, 13-14=0!6461, 12-13=017457, 11 -1 2=0/7743, 10-11=0/6763, 9-10=0/4775 WEBS 1-15=0/3986, 2-15=-949/0, 2-14=0/2514, 3-14=-598/0, 3-13=0/1543, 4-13=-406/10, 4-12=-476/965, 6-11=0/973; 6-10=-2563/0, 5-12=-458/240, 7-10=011519, 5-11 =-1 437/0, 7-9=-4827/0, 8-19=-3088/0 Continued on page 2 NOTES- Scale = 1:40.6 19 1 ZI-4-8 24--1-8 k-11-13 3.1-0 PLATES GRIP MT20 220/195 MT20HS 1651146 Weight: 119 Ib FT = 20% 1) Wind: ASCE 7-10; Vult=110tnph (3-second gust) Vasd=87mph-, TCDL=6.Opsf; BCDL=6.Dpsf, h=25ff; B=45ft; L=24ft; eave=4fL Cat. 11; Exp C; enclosed; MWFRS (directional) and C-C Extertor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 23-10-4zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 19 considers paraYlel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Load case(s) 1, 2, 37 47 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15,16, 17. 18, 19, 20, 21, 22. 23. 24, 25, 26, 27, 28, 297 30. 31, 32, 33, 34. 35 hasthave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 600 lb down at 17-5-0, an at 21-4-8, and 300 Ib down at 21-9-8 on top chord. The design)F ction device(s) is the responsibility of others. Q� 11) In the LOAD CASE(S) section, loa to the face e t are noted as front (F) or back (B). . XIANG CAC y C 66380S) LOAD CASE Standard �) �' m �r�jn e1 1�1 1) Dead + Roof Live (balanced): LU r sr .25 Uniform Loads (plf) Vert: 1-8=-59, 9-16=-13 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) CAL�� 2) Dead + 0.75 Roof Live (balanced): Lambe - ate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-52, 9-16=-13 November 20, 2018 Job Truss Truss type y TRUSS F8 MONOPITCH 2 .,_ Job Reference (optional) LOAD CASE(S) 'Standard Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-32, 9-16=-27 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=17, 5-21=14, 5-7=-316(F=-330), 7-8=14, 9-16=-8 Horz: 1-16=12. 1-17=38. 1-21=-25; 8-21=-22, 9-18=21 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=14, 5-7=-316(F=-330), 7-8=14, 9-16=-8 Horz: 1-16=-21, 1-17=-33, 1-8=-22: 9-18=-12 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 6) Dead + 0.6 C-C Wind (Neg, Internal) Case 1: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (plf) Vert: 1-5=-40, 5-7=-370(F=-330): 7-8=-40, 9-16=-13 Horz: 1-16=-14, 1-17=22; 1-8=8, 9-18=-19 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-40, 5-7=-370(F=-330), 7-8=-40, 9-16=-13 Horz: 1-16=19, 1-17=-337 1-8=8, 9-18=14 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber increase=1.60, Plate, Increase=1.60 Uniform Loads (plf) Vert: 1-25=18, 5-25=7, 5-7=-323(F=-330), 7-8=7, 9-16=-8 Horz: 1-16=10, 1-17=30, 1-25=-26, 8-25=-15, 9-18=12 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=300(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-23=7; 5-23=18, 5-7=-312(F=-330), 7-8=18, 9-16=-8 Horz: 1-16=-1211-17=-30, 1-23=-15, 8-23=-26, 9-18=-10 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate increase=1.60 Uniform Loads (plf) Vert: 1-5=-33, 5-7=-363(F=-330), 7-8=-33, 9-16=-13 Horz: 1-16=17, 1-17=30, 1-8=1, 9-18=5 Concentrated Loads (Ib) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-33, 5-7=-363(F=-330), 7-8=-33, 9-16=-13 Horz: 1-16=-5, 1-17=-3011-8=1, 9-18=-17 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Increase=1.60 Uniform Loads (plf) Vert: 1-5=12, 5-7=-318(F=-330), 7-8=12, 9-16=-8 Horz: 1-16=-15, 1-17=-20, 1-8=-20, 9-18=15 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60 Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-7=-326(F=-330), 7-8=4, 9-16=-8 Horz: 1-16=-15, 1-17=-20, 1-8=-12, 9-18=15 Concentrated Loads (lb) ContVne,%. Son � )J-600(F) 29=-300(F) urn. D. ru a ruuzs"ro rmiu ti-4rV 5reuLS Lu7tl hurejj jmLiSugg, Inc IUe Nov 20 11'34'35 3i 18 Page ID:haEGS8GCZRJUDNyORiLogOy9feK-ayTSnuHRr79pdN6SWiztx07e flhnbCW4h3jVJCyHGWo Standard 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-33, 5-7=-363(F=-330), 7-8=-33, 9-16=-13 Horz: 1-16=-8, 1-17=-20, 1-8=1, 9-18=8 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-33, 5-7=-363(F=-330), 7-8=-33, 9-16=-13 Horz: 1-16=-8, 1-17=-20, 1-8=1, 9-18=8 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-32, 9-16=-13 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-52, 5-7=-300(F=-247), 7-8=-52, 9-16=-13 Horz: 1-16=13, 1-17=23, 1-8=0, 9-18=4 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 18) dead,;- 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Inciesse=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-52, 5-7=-300(F=-247), 7-8=-52, 9-16=-13 Horz: 1-16=-4, 1-17=-23, 1-8=0: 9-18=-13 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 19) head + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): LumberIncrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-52, 5-7=-300(F=-247), 7-8=-52, 9-16=-13 Horz: 1-16=-6, 1-17=-15, 1-8=0, 9-18=6 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-52, 5-7=-300(F=-247), 7-8=-52, 9-16=-13 Horz: 1-16=-6, 1-17=-15, 1-8=0; 9-18=6 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 29=-300(F) 21) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-32, 9-16=-13 Concentrated Loads (lb) Vert: 1=-280 5=-600(F) 7=-600(F) 29=-300(F) 22) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-32, 9-16=-13 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 20=-280 29=-300(F) 23) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-32, 9-16=-13 Concentrated Loads (lb) Vert: 5=-600(F) 7=-600(F) 22=-280 29=300 24) 4th Moving Load: Lumber Increase=l.6 Uniform Loads (plf) Plate Vert: 1-8=-32, 9-16=-13 A( Concentrated Loads Ib ( ) 1Ar` G LAv Y Vert: 5=-600(F) 7=-600(F) 24=-2 30[1;?�y �7 25) 5th Moving Load: Lumber Incre O. PI I -1.60 Uniform Loads (plf) t y Bg� =1 Vert: 1-8=-32, 9-16=-13 EXP 06/30/20 Concentrated Loads (lb) Plate Vert: 5=-600(F) 7=-600(F) 26=-28 00(F) �? 26) 6th Moving Load: Lumber Increas 1 , la Uniform Loads (plf) Vert: 1-8=-32, 9-16=-13 r, Concentrated Loads (lb) -••• Vert: 5ving o d: Lambe Increa e=1-6 .3 (F w 20, 20� 27) 7th Moving Load: Lumber Increase=l.fi .. pia o russ russ ype y TRU56 G1 Roof Special Girder 1 Reference (optional) c.r a rau Ica xu io oni Inr. uiuusuies, mc, uu IYDV 2u 11=34:5]s rro-1 t 2H3F'ag9 1 10:haEG$BGCZRJul7NypRlL py9felC-?XBhQwKKawXOUrg18uYVaZecG_s9? 47ymfINtl tj I Mwl 5-10-15 $a4 1 671-7 8-7-011-9-14 .........._43=7��.... 2 2 a:i �_�S ...--.-...�•i•aio—"-I a1-12 Scale: 1I2"=1' a1-12 4x4 = Io 3x4 = oxrs = 3x4 = 5-10-15 5-R 2 9• 6-�2, 11-s-1a a5•i� 0-3-�•-�i]-5.3' S5-12 { LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 I Vert(LL) -0.07 2-8 >999 360 MT20 2201195 TCDL 24.0 Lumber DOL 1.25 BC 0.54 { Vert(CT) -0.11 2-8 >999 240 BCLL 0.0 Rep Stress Incr NO WEB0.14 { Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.03 2-8 >999 240 Weight: 95 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2 = 1561/0-5-11 6 = 1537/0-5-11 Max Harz 2 = -26(LC 22) Max Uplift 2 = -516(LC 25) 6 = -513(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-3375/1231; 3-9=-3316/872, 3-10=-3231/806, 4-10=-3199/639, 4-11=-3198/639, 5-11=-3230/806, 5-12=-32921870, 6-12=-3355/1229 BOT CHORD 2-13=-1075/3120, 13-14=-405/3120, 8-14=-387/3120, 8-15=-384/3097, 15-16=403/3097, 6-16=-1096/3097 WEBS 5-8=-538/204, 3-8=-540/186, 4-8=-19811636 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) Ail loads are Considered equaily applied to al€ plies, except if noted as front (FI or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F)or (S), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; 6=4511; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber130L=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the botiorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except (lt=1b) 2=516, 6=513. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9) This truss has been designed for a moving concentrated load of 250.Olb live and 30.Olb dead located at al[ mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 1650 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-9-14 far 139.6 pif. 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 453 lb down and 30 lb up at 2-10-15. 269 lb down and 71 lb up at 5-5-12, 607 lb down and 105 lb up.at 5-9-3. 300 Ib down and 54 lb up at 6 0-11, and 269 lb down and 71 lb up at 6-4-2, and 450 lb down and 32 lb up at 8-10-15 on bottom chord. The designlselection of such connection device(5) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 88. 4-7=68. 2-6= 20 r ESSI Concentrated Loads (Ib) Vert 8=-607(F) 13=-54(F} 14=569( JIt I A N G C. 0 �19- C 66 38u z c-' EXP 06/30/20 November 20, 2018 Job Truss ass i ype y y _ TRUSS _— G2 Hip Girder ► 2 Job Reference (optional) 041 muiL brru a reo [s eu ib rnm: n.c:u s reols zwi a hll Ie)i IndustTles, IfP_', Tus Nov 2a 11.34%i2 2018 Page 1 I D:haEG58G CZRJu DNyORiLogoygf!K-U05F HNrC92gy58oOkbW kUnsSU RkwuSYh HGaG iyH Gwh i s Q 3.7.13 5-11-8 , 6-11-1 , 1Q-0-15 13-4-3 16-5•0 1 8 fl 3-7-13 2-3-11 T9 gi 9ia�J 'a 3 a 13 2.24 12 4x5 : 4x5 = 5x4 = 4x5 _- Scale = 1:3(L2 3x6 — 5x5 WB= 6x6 = 6x8 = 2x4 11 3x6 = 20 11 3.7-13 3.7-13 6.11-1 MINE) 13-t-3 kS1IIi [G] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0-16 12-14 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.28 12-14 >684 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Wind(LL) 0.05 12-14 >999 240 Weight: 142 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 WEDGE Right: 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 2 = 2037/0-5-8 9 = 1919/Mechanical Max Horz 2 = 32(LC 4) Max Uplift 2 = -185(LC 8) 9 = -129(LC 8) Max Grav 2 = 3040(LC 28) 9 = 3058(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-7762/283, 3-15=-7711/295, 3-16=-7861/320, 4-16=-7829/326, 4-17=-7810/328, 5-17=-7805/329, 5-18=-7358/330, 18-19=-7358/330, 19-20=-7358/330, 6-20=-7358/330, 6-21=-7691/335, 7-21=-76961333, 7-22=-7715/332, 8-22=-7747/326, 8-23=-7279/318, 9-23=-7329/312 BOT CHORD 2-14=-248/7222, 13-14=-248/7222, 13-24=-248/7222, 12-24=-248/7222,12-25=-26lf7455,25-26=-261/7455, 11-26=-261/7455, 11-27=-269/6703, 10-27=-269/6703, 9-10=-269/6703 WEBS 3-14=0/280, 3-12=-268/543, 5-12=011656, 5-11=-337/98, 6-11=0/1538, 8-11=-211/971, 8-10=0/289 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=110mph (3-second gust) Vasd=87mph; TCDL=6-Opsf; BCDL=S.Ops , h=25ft; B=45ft; L=24ft; eave=lft; Cat. 11, Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has. been designed for a live load of 20.Opsf on the bottom chord in all' areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) 2=185, 9=129. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s cient to support concentrated load(s) 369 lb down and 91 pdown and 91 It up at 9-0-6 on top chord, and 898 lb d lb up at lb down and 43 lb up at 6-11-1, 84 lb down at 7-1t}9 �6 lb down and 43 lb up at 10-0-15, and 899 lb dow Ibb }'i-b'8 Gn h hord. The design/selection of such connection _ (s) is tare r6pribility 9- c3 LOADCASE(S) 'x EXP 06/30/20 Standard i? 1) Dead + Roof Live (balanced): Lumb e-F =1.25 Uniform Loads (plf) Vert: Concentrated Loads (lb) f Vert: 12=-415(B) 11=414(B) 18=-163(B) lib -1 (B) 24=47 B) 25 26=42(B) 27=-413(B) OVefYl��f 20, 2018 Job ss russ ype y TRUSS G3 Hip Girder :71 1 Job Reference j2RhLonal) 0 2 rcun: n.e r U s reo 2a zuia rnnu tszlu s r-OD es tug rs alp lex 3naus7nes. Inc- rue Nov 20 11;34:44 2010 Page 1 - iD:haFGSBGCZRJuDNyORiLog0y9feK-ghWsgz05kmIXCmIBY8d pvsHpH79OpQrgblhI-A K wf 2-6-12 2--" 21, 54w' ulwir2.5.4 1.0-0 0�12 40 = 3x8 = 3x8 = 2-6-12 2-5.4 s-D-0 2-5-4 c-s4 0.0.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.07 6 >792 360 TCDL 24.0 Lumber DOL 1.25 BC 0-87 Vert(CT) -0.08 6 >716 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 f Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrlx-P Wind(LL) 0.00 6 >999 240 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation gulde. REACTIONS. (lbisize) 2 = 361/0-5-8 4 = 361/0-5-8 Max Horz 2 = 13(LC 29) Max Uplift 2 = -55(LC 8) 4 = -55(LC 8) Max Grav 2 = 1910(LC 23) 4 = 1910(.LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-4317/0, 3-7=4292/0, 3-8=4292/0, 4-8=4317/0 BOT CHORD 2-6=0/4012, 4-6=0/4012 NOTES- 1) Unbalanced roof live loads have been don sidered for this design. 2) Wind: ASCE 7-10: V0t=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BGDL=6.0psf; h=25ft; B=45ft: L=2411; eave=oft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber D6L=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. Scale = 1:13.4 I� a PLATES GRIP MT20 2201195 Weight: 18 lb FT = 20% 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.01b live and 30.Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1411 lb down and 59 lb up at 2-6-0, and 1411 lb down and 59 lb up at 2-6-0 on top chord, and 28 lb down at 2-54, and 28 lb down at 2-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-88, 3-5=-88, 2-4=-20 Concentrated Loads (lb) Vert: 6=-7(F=-4, B=-4) �Q l J1,Q1At O CAVC C 66380 ml EXP 06/30/20 t CIAO November 20, 2018 TRUSS G4 Hip Girtlel t -- — -- _ 2 Job Reference (optional) Q4 Run: &210 8 Feh 23 2018 Print: 9.210 s Feb 23 2018 FATek Induehms, Inc. Tue Nrn• 26 11;3.146 2e19 P e 1 I D:he EGSBGGZRJtjDN yOR iLog0y9leK-m3dt5fQLGOYF R4 RZ(ZfS ul<ybB6gzsP8cuEoP3yHGwd 3 d-}4 6-0-0 9 11-7 14 9 9 18-0-0 ZO-7.2 24-0.0 75-6.0 1�s0 3.4-14 2-7-2 3-11-7 A-1-3 3-11-7 2.7-2 3.4-14 1 Cr0 Scale = 1:43.2 5x6 = 4,00 F12 2x4 II 48 = 5x4 = oao — 10 ;40 _ — .. 3x5 = 2x4 II 3x4 = 5x5 VVB= 3x10 = 2x4 II 48 = 2x4 II 34-14 fr0-0 9-11-7 14.0.1 18-0.0 20-7-2 2d-f -0 3-4-14 2-7-2 3-11- 4_ 3-11-7 ?-T•2 3-4.-14 Plate Offsets (7LY)-- r7'0-2-0.0-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.24 13-14 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.52 13-14 >546 240 BCLL 0.0 " Rep Stress Incr NO WB 0.27 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code IBC2015lTPI2014 Matrlx-S Wind(LL) 0.1313-14 >999 240 Weight: 213lb FT=20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 "Except' B2: 2x4 DF 240OF 2.0E WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 2 = 2675/0-5-8 9 = 2238/0-5-8 Max Horz 2 = -27(LC 6) Max Uplift 2 = -233(LC 8) 9 = -199(LC 8) Max Grav 2 = 2901(LC 28) 9 = 2366(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-7422/413, 3-18=-7379/424, 3-19=-7551/459, 4-19=-75311465, 4-20=-9279/619, 5-20=-9279/619, 5-21=-9279/619, 21-22=-9279/619, 22-23=-92791619, 6-23=-9279/619, 6-24=-5584/356, 24-25=-5584/356, 7-25=-5585/3567 7-26=-5971/370, 8-26=-5991/363, 8-27=-588V328, 9-27=-5924/318 BOT CHORD 2-17=-349/6929,16-17=-349/6929,15-16=-377l7099, 14-15=-377/7099, 14-28=-487/8768, 13-28=-487/8768, 12-13=-48718768, 11-12=-260/5527, 9-11=-260/5527 WEBS 3-16=-141/387; 4-16=011072, 4-14=-191/2606, 5-14=-578/139, 6-14=-182/1003, 6-13=0/511, 6712=-3725/240, 7-12=-57/1602, 8-12=-124/298 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 16-4 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 31 Unbalanced roof live loads have been considered for this design. 4j Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=S.Opsf; BCDI-4.0psf, h=25ft; B=45ft; L=24fti eave=4ft; Cat. 11; Exp C: enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 2=233, 9=199. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 250.01b live and 30.Olb dead located at all mid panels and at all ong the Top Chord, nonconcurrent with any other live loads. L t 11) Hanger(s) or other connection devic h nt to support concentrated load(s)158 lb down and 6 0-0, 13 how nd 82 lb up at 8-0-12. 139 lb down and 82 lb up at 1 ar� a d� up at 13-0-12, and 295 lb down and 31 lb 5-0- 21 d, a 1 0 lb down and 39 lb up at 6-0-0, 74 lb down at $ , and �� at 10 and 1249 lb down and 97 lb up at 11-2-12 on bo ' chord. The I r�ilselecb uch connection device(s) is the responsi #d<f o� non 1 LOADCASE(S)�Q- Standard 1) Dead + Roof Live (balanced): Lumber 2j ase=1.25 Uniform Loads (plf) Vert: 1-4=-88, 4-7=-88, 7-10=-88, 2-9=-20 Concentrated Loads (lb) November 20, 2018 oTruss TRUss G4 Truss Type Hip Girder 1 y 2 Job Reference (optional) 044 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-37(F) 16=-425(F)14=-37(F) 4=-139(F) 5=-139(F) 20=-139(F) 23=-76(F) 24=-28(F) 28=-1038(F) Kum n.L1u s ran zu xuie Fnn[: n.;±1V s reo �s 2011i N11 Ter. IntlushES3s, Eric. Tud Nov n 11-34 A 2-018 Page 2 1D:haEG88GC7R JuMyDRiLogOy9feK-EGe_J7Rz3 hg63Mn10HAhRYUmxVACb6FHrYzLyVyHGwr �4 LSJ 1 pN�� r�� JIGIANG GAO mac, l C 66380 w = rri EXP 06/30/20 �r � GA��`P November 20, 2018 jobtossI Hass I ype ply TRUSS GS Roof Special Girder •,__ 1 2 Job Reference (optional) 4rj KLIM b-27 W s ten 2s [u1n r•nnt: S.2111 Y. red 23 2u18 m Ieh induslnes, Im. Tue Nov 20 11:34.49 2018 Pat 1 ID:hsEGSsGCZRJuDNyORiLogOMeK-AsJI)hSEYdwgIXASKiD9Wza9BWJ32Bals8so0yo Wa 0-1-12 • Scale = 1:23.2 4x4 = 3x4 = oxo — 3x4 = 6fs15 G5-3 6.0.0 10• 12-10-3 t2- p-5 &0-0 3- 571-7 3 0-1-12 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.10 2-7 >999 360 MT20 2201195 TCDL 24.0 Lumber DOL 1.25 BC 0,62 Vert(CT) -0.15 2-7 >998 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Wind(LL) 0.04 2-7 >999 240 Weight: 98 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 1569/0-5-5 2 = 1787/0-5-11 Max Horz 2 = 33(LC 17) Max Uplift 6 = -628(LC 26) 2 = -700(LC 25) FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-4043/1795; 3-8=-3983/1216, 3-9=-3855/1106: 4-9=-3821/850, 4-10=-3823/852,5-10=-3856/1108,5-11=4046/1395, 6-11=-4086/1828 BOT CHORD 2-12=-1613/3752,12-13=-557/3752,7-13=-519/3752, 7-14=-553/3814: 14-15=-591/3814, 6-15=-1709/3814 WEBS 3-7=-576/198, 5-7=-591/250, 4-7=-260/2017 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantllever left and right exposed ;,end vertical left and right exposed; LumberDOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=628, 2=700. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a moving concentrated load of 250.01b live and 30.0lb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-10-6 for 200.0 plf. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 33 lb up at 3-5-3, 324 lb down and 78 lb up at 6-0-0, 712 lb down and 122 lb up at 6-3-7, 353 lb down and 63 lb up at 6-6-15, and 324 lb down and 78 lb up at 6-10-6. and 429 lb down and 35 lb up at 9-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) =-20 ES5]p�� Concentrated Loads-8 (lb) ?'�UF Vert: 7=-712(B) 12=-77(B) 13=-677( (B.) 15=-£4 J1Q1 NG CAC mac, C 663eun _Z, EXP 06/30/20 CAL�� November 20, 2018 TRUSS I G7 I Flat Girder 1 I 1 1 _ - hob Referent -uun:8.210,s Feb232015Pr1rd:8.210sF023 ` 0:haEGS8GCZRJuDNy0R1LogQy9fei(-e 2-6-0 5-0-0 2-&0 2.6-0 1 3x4 = 7 2 2x4 11 8 Ll I W1 W1 W2 W 1 5 3x8 = 10 2x4 116 2x4 11, Scale = 1:13.'z LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 5-6 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.02 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 5-6 >999 240 Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 585/Mechanical 4 = 457/Mechanical Max Horz 6 = -66(LC 4) Max Uplift 6 = -82(LC 4) 4 = -69(LC 5) Max Grav 6 = 1005(LC 17) 4 = 787(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-6=-741/78,1-7=-643/54, 2-7=-643/54,2-8=-643/54, 3-8=-643/54, 3-4=-741/78 WEBS 1-5=-82/843, 2-5=-400/81, 3-5=-82/843 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 7) This truss has been designed for a moving concentrated load of 250.01b live and 30.01b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 457 lb down and 34 lb up at 0-11-4, and 455 lb down and 36 lb up at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-88, 4-6=-20 Concentrated Loads (lb) Vert: 9=-267(F) 10=-265(F) J101A v CRC c C fi63SO EXP 06/30/20 LA�.1F November 20, 2018 'TRUSS G9 Flat Girder 1 -- t Job,Reference_(o tion� RurL 8.210 s Feb 23 201l�P7kt� 8.210 S Fe3i 23 2078 n,1rTc I p: ha EGS8G CZRJu DNyOAiLogfly9feK-b07tMiM d 2-6-0 _ 5-0-0 2-6-0 2-6-0 1 3x4 2 2x4 11 8 3 9 5 10 4 3xB = 2x4 116 2x4 11 In. T[w Noy 20 1134:52 gms8b0yW7pGQw0_c �Y:1ME31WB>-11 2-6-0 2-6-0 5-0-0 2.6.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 5-6 >999 360 MT20 2201195 TCDL 24.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0-02 5-6 >999 240 BCLL 0.0 ' Rep Stress incr NO WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix-P Wind(LL) 0.00 5-6 >999 240 Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 582/Mechanical 4 = 455/Mechanical Max Horz 6 = -66(LC 4) Max Uplift 6 = -70(LC 4) 4 = -62(LC 5) Max Grav 6 = 996(LC 17) 4 = 781(LC 20) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-736f71, 1-7=-637/47, 2-7=-637/47, 2-8=-637/47, 3-8=-637/47, 3-4=-736/71 WEBS 1-5=-72/835, 2-5=-400/81, 3-5=-72/835 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) W This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 250.01b live and 30.Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 450 lb down and 25 lb up at 0-11-4, and 448 lb down and 27 lb up at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-88.4-6=-20 Concentrated Loads (lb) Vert: 9=-265(B) 10=-263(B) r JICIANu CAC��, r-D C 66380 EXP 06/30/20 Vl CAL�F November 20, 2018 Jot) russ cuss ypeImy TRUSS Jt Jack -Oyer. 2 1 A op — - Job Reference (optiona�l� 048 u- fl< lu a rare cs Lu is min; G.[ I u s reo C3 G la rA IEV. UWU3 2' Inc. f uo Nov" 11:-w'7s lulu 4age 1 IR:haEGSeGCZRJuDNyORil-ogOygfeK-30YGZ2Vkr OGn8UvZXH5gpks?v027utt1RA�g99yHGWW 2J9.0 Scale = 1:8.8 2x4 = _ 2-9.0 2-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 360 MT20 220/195 TCDL 24.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 2 "'"' 240 Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 BRACING-- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-9-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erectlon, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 3 = 52/Mechanical 2 = 345/0-5-8 4 = 25/Mechanical Max Horz 2 = 49(LC 12) Max Uplift 3 = -11(LC 9) 2 = -82(LC 12) Max Grav 3 = 52(LC 1) 2 = 345(LC 1) 4 = 49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; E BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MW FRS QV 3 / (directional) and C-C Exterior(2) -1-6-9 to 1-5-7, Interior(1) 1-5-7 to 2-84 zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members forces & MWFRS for 4 �` JUANG CAC and reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ram` , 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent r� C 66380 with any other live loads. ! ,,1 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all rT' u EXP 06/30/20 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. * y 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 2. 5) This truss is designed in accordance with the 2015 International Building Code �Ai jF section 2306.1 and referenced standard ANSI/TPI 1. November 20, 2018