Packet: Tiffin Regular City Council Meeting (09/01/2026)

Job Truss Truss Type Qty Ply TIFFIN WATER TREATMENT PLANT / STRUCTURE 20 I82462233 26045-RO CJ1 Diagonal Hip Girder 4 1 Job Reference (optional) Revoswel Truss & Lumber, LLC, Marion, IA - 52302, Run: 25.40 E Dec 15 2025 Print: 25.4.0 E Dec 15 2025 MiTek Industries, Inc. Thu Jun 04 14:17:11 Page: 1 REPAIR: ID:7BQ0ck6_JHZdvKPoRVBB40ygiRV-yin4VumAvs9LqLR4YwAHmsHC2017cNiIjHmtNvz9eD7 BUILDING CODE CHANGED FROM 2015 TO 2018 -2-9-15 5-6-10 11-1-15 2-9-15 5-6-10 5-7-6 4x6 = 5 12 4 2.83 13 3x4 = 16" X 24" 3 12 3-10-1 11 10 2 1 1-2-8 9 7 14 8 15 6 M18AHS 5x14 4x4 = 4x6 = = ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 4'S - 3 ROWS: SPACED @ 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. 11-1-15 5-6-10 10-11-7 5-6-10 5-4-14 Scale = 1:32.8 0-2-8 Plate Offsets (X, Y): [9:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.02 8-9 >999 360 MT20 197/144 Snow (Pf/Pg) 19.3/25.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.04 7-8 >999 240 M18AHS 142/136 TCDL 10.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 48 lb FT = 20% LUMBER 4) Unbalanced snow loads have been considered for this TOP CHORD 2x4 SPF 2100F 1.8E design. BOT CHORD 2x4 SPF 2100F 1.8E 5) This truss has been designed for greater of min roof live Material: WEBS 2x4 SPF No.2 load of 12.0 psf or 2.00 times flat roof load of 19.2 psf on - 4 trusses x 2 gussets/ truss = 8 gussets BRACING overhangs non-concurrent with other live loads. - 1 sheets of 1/2" plywood 6) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied or - Nails 0.131 x 2.5 6-0-0 oc purlins, except end verticals. 7) Refer to girder(s) for truss to truss connections. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 8) Provide mechanical connection (by others) of truss to bracing. bearing plate capable of withstanding 296 lb uplift at joint Labor: 9 and 196 lb uplift at joint 7. 2 Carpenters for 1 hrs each to layout, cut REACTIONS (lb/size) 7=691/ Mechanical, 9=683/1-3-15 9) This truss is designed in accordance with the 2018 2 Carpenters for 2 hrs each to attach new gussets in Max Horiz 9=232 (LC 8) International Building Code section 2306.1 and existing attic space Max Uplift 7=-196 (LC 8), 9=-296 (LC 7) referenced standard ANSI/TPI 1. Max Grav 7=734 (LC 12), 9=720 (LC 19) 10) Hanger(s) or other connection device(s) shall be provided FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 sufficient to support concentrated load(s) 54 lb up at (lb) or less except when shown. 2-8-7, 54 lb up at 2-8-7, 65 lb down and 83 lb up at TOP CHORD 2-9=-663/299, 2-10=-919/229, 5-6-6, 65 lb down and 83 lb up at 5-6-6, and 177 lb down 10-11=-904/234, 11-12=-893/226, and 111 lb up at 8-4-5, and 177 lb down and 111 lb up at 3-12=-875/234, 4-7=-327/126 8-4-5 on top chord, and 4 lb down and 18 lb up at 2-8-7, BOT CHORD 9-14=-326/165, 8-14=-326/165, 4 lb down and 18 lb up at 2-8-7, 14 lb down and 13 lb up 8-15=-326/918, 7-15=-326/918 at 5-6-6, 14 lb down and 13 lb up at 5-6-6, and 34 lb WEBS 2-8=-223/953, 3-7=-852/301 down at 8-4-5, and 34 lb down at 8-4-5 on bottom chord. The design/selection of such connection device(s) NOTES is the responsibility of others. 1) Unbalanced roof live loads have been considered for this 11) In the LOAD CASE(S) section, loads applied to the face design. of the truss are noted as front (F) or back (B). 2) Wind: ASCE 7-16; Vult=120mph (3-second gust) Vasd=95mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. LOAD CASE(S) Standard III; Exp B; Enclosed; C-C Corner (3) -2-9-15 to 1-5-0, 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Exterior(2R) 1-5-0 to 11-1-15; cantilever left and right Increase=1.15 exposed ; end vertical left and right exposed; Lumber Uniform Loads (lb/ft) DOL=1.33 plate grip DOL=1.33 Vert: 1-2=-59, 2-4=-59, 4-5=-59, 6-9=-20 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Concentrated Loads (lb) Plate DOL=1.15); Pg=25.0 psf; Pf=19.2 psf (Lum DOL = Vert: 8=-19 (F=-9, B=-9), 3=-55 (F=-27, B=-27), 1.15 Plate DOL = 1.15); Is=1.1; Rough Cat B; Partially 11=74 (F=37, B=37), 13=-277 (F=-139, B=-139), June 5,2026 Exp.; Ce=1.0; Cs=1.00; Ct=1.00; Min. flat roof snow load 15=-59 (F=-29, B=-29) governs. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, and DSB-22 available from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 314.434.1200 / MiTek-US.com