1 of 17 B /25/2016

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1 of 7 B-5 By EVA CHRISTEL at :5 pm, Jul 5, 0 Storm draage shall be retaed on site. PMC Slope site to dra away from the foundation; " fall with the first 0'

2 of 7 B-5

3 of 7 B-5 One smoke detector and one carbon on each habitable dwellg level Tempered Glass Second story wdows mimum sill height " above fished floor Keep Glu-Lam Beam specs on site for spector

4 of 7 B-5 -story dwellg exterior footers will be a mimum of 5" wide X " thick concrete and located below frost level of " " thick R-0 rigid foam sulation is to be " high located on the heated sides of exterior stem walls of slab foundations Footers shall extend below frost level of if connected to primary dwellg

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6 Ma roofs are required to be 5/ pitch with eave overhangs mimum of " PMC of 7 B A0() A0 / Pitch ' " Overhangs B0() D0() -0-0 A0 C0 C0 No Soln. E0() No Soln. B C Connector Total List Manuf Product USP ROOF TRUSS LAYOUT DESIGN LOADING (5-8-0 " O.C. WIND 0 MPH EXPOSURE "C" ALL DIMENSIONS ARE IN: Feet-Inches-Sixteenths (FF-II-SS) TRIANGLE DENOTES LEFT END OF STAMPED TRUSS DRAWINGS Customer : VIKING HOMES Name: Plan: Wick - Whistler B Sales Rep: Scale: Joe Jancovic Drawn by: N.T.S. WC Date: 07/5/ Number:

7 DATE 07/8/ Vikg Homes 05 Hayden Ave Hayden, ID 885 (08) 7-90 S H I P T O Wick - Whistler B 590 Sidon Lane Pasco, WA /9/ / / / / / / Valdez Tomeo SUPERINTENDANT Valdez Tomeo ORDER # QUOTE # CUSTOMER ACCT # CUSTOMER PO # INVOICE # TERMS SALES REP VIKI500 Account Joe Jancovic JOB NAME: LOT # 9 MODEL: Wick - Whistler B JOB CATEGORY: RESIDENTIAL TAG: SUBDIV:Madison Park Ph. DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: BY BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT END CUT GABLE STUDS LOADING INFORMATION PITCH TYPE ID ROOF TRUSSES QTY PLY x REQ. LAYOUTS RETURN PLUMB PROFILE HIP A COMMON A COMMON A0 07 HIP B0 097 COMMON B COMMON C0 05 COMMON C0 078 MONOPITCH D MONOPITCH E0 007 IN. OC TCLL-TCDL-BCLL-BCDL STRESS INCR. 5.0,8.0,0.0,7.0 BASE O/A.5 NONE NONE QUOTE LAYOUT CUTTING ITEM TYPE WC WC WC DATE 07/5/ 07/5/ 07/5/ ROOF TRUSS SPACING:.0 IN. O.C. (TYP.) LUMBER OVERHANG TOP LEFT BOT REQ. ENGINEERING RIGHT REACTIONS Jot Number Max Gravity Max Uplift X X Jot Jot 9 Jot Jot 7 Jot X X Jot Jot X X Jot Jot 0 Jot Jot Jot X X Jot Jot 8 Jot 0 Jot Jot X X Jot Jot X X Jot Jot X X Jot Jot X X Jot Jot X X Jot Jot ITEMS QTY PAGE SALES AREA JOBSITE PHONE # Phone: (509) Fax: (509) 57-8 S O L D T O REQ. QUOTE DATE ORDER DATE DELIVERY DATE DATE OF INVOICE ORDERED BY 7 of 7 B-5 Reaction Summary of BID SIZE Blocks #0 X Solid Blocks Blocks #0 x Hole Vent 50 Hanger RT7 LENGTH FT-IN- PART NUMBER NOTES -0.90

8 A0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic x Type Hip Structural Gable x8 MT8H 5ST T x 59 T T 0 x 7 x ST8 ST5 ST5 ST7 58 ST7 ST7 ST9 ST ST ST ST ST W W W W T ST ST ST5 ST ST8 57 ST W ST8 ST ST0 W ST B B x x x8 x 5x x Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:7 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-VC7MEAh0SG9xOnt_hkaZzuCMAEgrnhIQywuQM W x 8 B T x 9 Scale = : of 7 B Plate Offsets (X,Y)-- [:0-8-0,0-0-], [5:0-5-,0--0], [:0--0,0--0], [9:0--9,0--8], [5:0--0,0--8], [5:0--5,0-0-], [7:0--5,0-0-], [9:0--5,0-0-], [:0--5,0-0-] TCLL 5.0 (Roof Snow=5.0) SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 TOP CHORD x DF 800F.E *Except* T: x DF 00F.0E BOT CHORD x DF 800F.E WEBS x SPF 50F.5E *Except* W: x DF Stud OTHERS x DF Stud *Except* ST5: x SPF 50F.5E TC 0.79 BC 0.59 WB 0.7 TOP CHORD BOT CHORD REACTIONS. All beargs -5-8 except (jt=length) 9= (lb) - Max Horz =0(LC 0) Max Uplift All uplift 00 lb or less at jot(s),, except =-59(LC 0), 7=-8(LC 9), 5=-0(LC 9), =-9(LC 0), 9=-(LC ) Max Grav All reactions 50 lb or less at jot(s), 7, 8, 9, 0,,,, 5 except =0(LC 9), =(LC 9), =9(LC 9), 9=5(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD 57-58=-9/8, -58=-9/55, -=-05/05, -59=-85/8, 5-59=-8/, 5-=-00/79, -0=-5/58, 7-0=-/5, 7-8=-8/, 8-=-7/77, -=-/7, 9-=-57/5 BOT CHORD -=-5/9, 5-=-5/9, -5=-5/9, -=-5/9, -=-5/9, -=-5/9, 0-=-5/9, 9-0=-5/9, 8-9=-5/9, 7-8=-5/9, -7=-5/9, 5-=-5/9, -5=-5/9, -=-7/7, -=-9/5, -=-9/5, 9-=-9/5 WEBS -=-09/, -=-/, 5-=-8/5, 5-=-7/9, 8-=-70/0, 8-=0/ > MT0 MT8H 97/ 97/ Weight: 75 lb FT = 0% Structural wood sheathg directly applied or -- oc purls, except -0-0 oc purls (-0-0 max.): 5-. Rigid ceilg directly applied or -0-0 oc bracg, Except: oc bracg: -,-,9-. WEBS Row at midpt 8- MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI. ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. ) Provide adequate draage to prevent water pondg. 7) All plates are MT0 plates unless otherwise dicated. 8) All plates are.5x MT0 unless otherwise dicated. 9) Gable studs spaced at --0 oc. 0) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. Contued on page

9 A0 Type Hip Structural Gable Reference (optional) THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:8 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-_OhkRWhfmlO0h5z_RmWwHn8ecQbvhw_?LnryYywuQL ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),, except (jt=lb) =59, 7=8, 5=0, =9, 9=. ) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI. ) Graphical purl representation does not depict the size or the orientation of the purl along the top and/or bottom chord. 9 of 7 B-5

10 A0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic x.5x Type Common x 5 T W 5x W W T Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:9 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-SaFesiHXWtIFYA?T9q?eOd0oVeHG8E?WOU?ywuQK x 7 x 8.5x 9 0 of 7 B-5 Scale = :. 0-- x T B W W 5 x x B x8 W x x W B T x TCLL 5.0 (Roof Snow=5.0) SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud *Except* W,W: x SPF 50F.5E TC 0. BC 0.9 WB 0.9 REACTIONS. (lb/size) =55/0-5-8 (m. 0--0), 0=55/0-5-8 (m. 0--0) Max Horz =-5(LC 5) Max Uplift=-(LC 0), 0=-(LC ) MT0 97/ Weight: lb FT = 0% FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD -=-/50, -=-/7, -5=-0/7, 5-=-8/5, -7=-8/5, 7-8=-0/8, 8-9=-/8, 9-0=-/50 BOT CHORD -=-5/, 5-=-/855, -5=-/855, -=-0/855, -=-0/855, 0-=-5/ WEBS -=-98/05, 7-=-775/78, 7-=-8/7, 9-=-/0, 5-=-775/78, 5-=-8/7, -=-/0 TOP CHORD Structural wood sheathg directly applied or -0-5 oc purls. BOT CHORD Rigid ceilg directly applied or oc bracg. WEBS Row at midpt 7-, 5- MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. ) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s) except (jt=lb) =, 0=. 7) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

11 A0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic x B Type x 7 ST7 5 ST ST5 ST ST ST ST Common Supported Gable.00 T ST8 59 ST ST ST ST0 ST9 B 5 5x ST ST ST0 ST9 0 Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:5 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-s9xFHulAq_uR9jHlgbasRdG?kDw7rfawzl5KywuQH T ST8 ST7 ST ST5 B ST 9 ST ST ST x x x Scale = :. x 0 of 7 B TCLL 5.0 (Roof Snow=5.0) SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E OTHERS x DF Stud *Except* ST,ST,ST: x SPF 50F.5E TC 0.08 BC 0.0 WB REACTIONS. All beargs (lb) - Max Horz =-5(LC ) Max Uplift All uplift 00 lb or less at jot(s),, 7, 8, 9, 5, 5, 5, 5, 55, 5, 57, 58,,,, 0, 9, 8, 7,, 5,,,, 0 Max Grav All reactions 50 lb or less at jot(s), 5,, 7, 8, 9, 5, 5, 5, 5, 55, 5, 57, 58,,,, 0, 9, 8, 7,, 5,,,, n/r n/r 0 90 MT0 97/ Weight: 57 lb FT = 0% FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD Structural wood sheathg directly applied or -0-0 oc purls. BOT CHORD Rigid ceilg directly applied or oc bracg. WEBS Row at midpt -5, 5-, 7- MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI. ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. ) All plates are.5x MT0 unless otherwise dicated. 7) Gable requires contuous bottom chord bearg. 8) Gable studs spaced at --0 oc. 9) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. 0) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),, 7, 8, 9, 5, 5, 5, 5, 55, 5, 57, 58,,,, 0, 9, 8, 7,, 5,,,, 0. ) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

12 -0- B0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic ST B T ST 5 ST Type Hip Supported Gable ST x T 5 ST5 ST ST ST x ST5 B ST Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:5 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-oY?iamQMb89P0R7n0dKXLKIcfJaWtOHE99CywuQF ST 5 ST T ST 7 7 Scale = :9. 8 of 7 B x x x Plate Offsets (X,Y)-- [8:0--0,0--8], [:0--0,0--8] TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E OTHERS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 TC 0. BC 0.0 WB TOP CHORD BOT CHORD REACTIONS. All beargs (lb) - Max Horz =8(LC 0) Max Uplift All uplift 00 lb or less at jot(s),, 7, 8, 9,,,, 5,,,,, 0, 8 Max Grav All reactions 50 lb or less at jot(s), 7, 8, 9,,, 5,,,, except =(LC 9), =(LC 9), 0=(LC 9), 8=(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. WEBS -=-78/9, 7-0=-78/9 ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI. ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. ) Provide adequate draage to prevent water pondg. 7) All plates are x MT0 unless otherwise dicated. 8) Gable requires contuous bottom chord bearg. 9) Gable studs spaced at --0 oc. 0) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),, 7, 8, 9,,,, 5,,,,, 0, 8. ) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI. ) Graphical purl representation does not depict the size or the orientation of the purl along the top and/or bottom chord n/r n/r 0 90 MT0 0/95 Weight: 0 lb FT = 0% Structural wood sheathg directly applied or -0-0 oc purls, except -0-0 oc purls (-0-0 max.): 8-. Rigid ceilg directly applied or oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer

13 5-0- B0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic T x Type Common W x W Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:55 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-GkcNvwn7vH00A0KLk8ZGuTLQu_?0dx_jieywuQE x 5 T of 7 B-5 Scale = :8.8 W W 0-- x B x x x B x TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 TC 0. BC 0.9 WB 0.7 REACTIONS. (lb/size) =95/0-5-8 (m. 0--8), =95/0-5-8 (m. 0--8) Max Horz =99(LC ) Max Uplift=-0(LC 0), =-0(LC ) MT0 0/95 Weight: 9 lb FT = 0% Structural wood sheathg directly applied or 5-9- oc purls. Rigid ceilg directly applied or oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD -=-8/77, -=-87/, -=-00/79, -=-00/79, 5-=-87/, 5-=-8/77 BOT CHORD -0=-/5, 9-0=-89/8, 8-9=-89/8, -8=-/5 WEBS -8=-8/505, 5-8=-80/97, -0=-8/505, -0=-80/97 TOP CHORD BOT CHORD ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. ) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s) except (jt=lb) =0, =0. 7) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

14 C0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic Type Common Structural Gable x x x Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:5 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-lxAmFoguDPteKaWvRfocTRhQqHknUMArbjGE5ywuQD of 7 B-5 Scale = : x T ST x W B x ST x T x TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud OTHERS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI TC 0.0 BC 0.0 WB 0.0 REACTIONS. (lb/size) =5/0--8 (m. 0--8), =5/0--8 (m. 0--8) Max Horz =7(LC 0) Max Uplift=-87(LC 0), =-87(LC ) MT0 0/95 Weight: 7 lb FT = 0% Structural wood sheathg directly applied or -0-0 oc purls. Rigid ceilg directly applied or oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD -=-88/, -=-88/0 TOP CHORD BOT CHORD ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI. ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. ) Gable studs spaced at --0 oc. 7) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),. 9) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

15 C0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic Type Common.00 T x W Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:57 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-D7k8KboJfWXkGU9iT9A8hzqfEdzWxcJFTqmXywuQC T 5 of 7 B-5 Scale = : B 0-- x 5 x x TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI TC 0. BC 0.0 WB 0.0 REACTIONS. (lb/size) =/0--8 (m. 0--8), =/0--8 (m. 0--8) Max Horz =7(LC 0) Max Uplift=-7(LC ), =-89(LC 0) MT0 0/95 Weight: lb FT = 0% Structural wood sheathg directly applied or -0-0 oc purls. Rigid ceilg directly applied or oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD -=-/, -7=-9/ TOP CHORD BOT CHORD ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. ) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),. 7) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

16 D0 THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic --5 Type Monopitch T 5 Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:58 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-hJIWXxpxQqfbuekv0shGhuW0Zey?FOUTJvCNJzywuQB x W of 7 B-5 Scale = : B x.5x TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 REACTIONS. (lb/size) =/Mechanical, =0/0--8 (m. 0--8) Max Horz =8(LC 7) Max Uplift=-7(LC 0), =-7(LC 0) Max Grav =(LC 7), =(LC 7) TC 0. BC 0.08 WB TOP CHORD BOT CHORD MT0 0/95 Weight: lb FT = 0% Structural wood sheathg directly applied or -0- oc purls, except end verticals. Rigid ceilg directly applied or oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. ) This truss has been designed for greater of m roof live load of.0 psf or.00 times flat roof load of 5.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. ) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s),. 8) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI.

17 Type E0 Monopitch THE TRUSS COMPANY, PASCO, WA 990, Joe Jancovic T Reference (optional) Run: 8.00 s Apr 7 0 Prt: 8.00 s Apr 7 0 MiTek Industries, Inc. Mon Jul 8 0:0:59 0 Page ID:jljjuLWIq5vzrGA_rIobmykHXE-9WsulHqZB8nSVnJ5aaCVDAiJT_rkcXZywrQywuQA x W of 7 B-5 Scale = :. 0-- B 0--8 x.5x TCLL 5.0 (Roof Snow=5.0) TOP CHORD x DF 800F.E BOT CHORD x DF 800F.E WEBS x DF Stud SPACING Plate Grip DOL.5 Lumber DOL.5 Code IRC05/TPI0 REACTIONS. (lb/size) =55/0--8 (m. 0--8), =-0/Mechanical Max Horz =-9(LC 7), =9(LC 7) Max Uplift=-5(LC 0) Max Grav =57(LC 7) TC 0. BC 0.0 WB TOP CHORD BOT CHORD - - n/r n/r MT0 0/95 Weight: lb FT = 0% Structural wood sheathg directly applied or --0 oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. MiTek recommends that Stabilizers and required cross bracg be stalled durg truss erection, accordance with Stabilizer FORCES. (lb) - Max. Comp./Max. Ten. - All forces 50 (lb) or less except when shown. TOP CHORD -=-77/80, -=-8/9 ) Wd: ASCE 7-0; Vult=0mph (-second gust) Vasd=87mph; TCDL=.psf; BCDL=.psf; h=5ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=.0 plate grip DOL=.0 ) TCLL: ASCE 7-0; Pf=5.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=. ) Unbalanced snow loads have been considered for this design. ) This truss has been designed for a 0.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. ) Bearg at jot(s) considers parallel to gra value usg ANSI/TPI angle to gra formula. Buildg designer should verify capacity of bearg surface. 7) Provide mechanical connection (by others) of truss to bearg plate at jot(s). 8) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 00 lb uplift at jot(s). 9) This truss is designed accordance with the 05 International Residential Code sections R50.. and R80.0. and referenced standard ANSI/TPI. 0) Gap between side of top chord bearg and first diagonal or vertical web shall not exceed