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APPROVED BLD2023-1219 APVD Fulton SFR - TrussesTHINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING IF - JOIST DETAILS Plate nail, 16d (0.135" x 3 %") Plate nail, 16d (0.135 x 3 )/2") at 16" on -center at 16" on -center Blocking panel: 1)/8" TJ® Rim Board, 1)/4" or Web stiffener 1%" TimberStrand° LSL or _ required on both TJI® joist /sides at A2W ONLY Plate nail - 16d (0.135" x 34") at 12" on -center When sheathing thickness exceeds %", 2x stud wall at Floor panel nail - trim sheathing tongue at rim board 16" on -center 8d (0.131" x 2Y") at 6" on -center Plate nail - 16d (0.135" x 3 z") at 16" on -center' Web stiffeners required on Floor panel nail - Sheathing both sides at A3.4W ONLY 1 , 8d (0.131" x 2/") at 6„ on -center boundary nail 8d(0.131"x2/z") 14"or1%" at 6" on -center at 6" on -center 1Y4' or 1 %" T mberStrando LSL. trim sheathing tongue Web stiffener TJI® rim joist at rim board required on both q sides at Al W ONLY Al Al W * A2 A2W * 3 Must have 1 14" minimum joist bearing at ends. Attach A3 A3.1 A3.2 A3.3 * Toe nail - 10d (0.131 x 3") at 6" on -center � Install proper blocking to p p 9 support all panel edges rim joist per A3 detail. A3.1 For additional installations specifications see Rim Board A3.4 4c O OWeyerhaeuser For additional installation specifications see Rim Board Details and Installation in A3W O tA3.2 tA3.3 p W WW Installation Guide for Floor and Roof Framing, TJ-9001. Details and Installation in We erhaeuser y Installation Guide for Floor and Roof Framing, TJ-9001. Web stiffeners Ive required on both sides at E1 W ONLY 6" squash blocks - OCS Use 2x4 minimum squash blocks to transfer load around TJI® 'oist � E1 E1W Hanger height must 9 9 be a minimum of 60% of joist depth Top mount hanger Face mount hanger OWeb stiffeners required if sides of H1 hanger do not laterally support at 3 �� ®. least of TJI joist to flange 8 1 p 9 I BEAM DETAILS BEARING AT WALL TJ"Rim Board or 14" or 1 Yz" TimberStrand® LSL or blocking for lateral support Strap per code if top plate is not continuous over column Column L1 O BEARING AT COLUMN Verify column capacity and beam bearing L5 length. See current Weyerhaeuser literature. COLUMN DETAILS BEAM ON COLUMN CAP i j P1 COLUMN BASE 1 P2 ELEVATED COLUMN BASE Optional non -shrink grout 8" diameter maximum hole for 117/" - 16" deep blocking panels; 6" diameter maximum for blocking panels 9 z" deep or shorter than 12" long. Do not cut flanges. 4'-0" length of 4" reinforcement on one side at E2, both sides at E3 min. Load bearing or braced/shear wall above (must stack over wall below when present) Blocking panel: 1%" TJ° Rim Board, 1Ya'"or 1 z" TimberStrand® LSL or TJI® joist / Web stiffeners B1 tstiffeners required on both sides of both joist ends at B4W ONLY required End of joists at on both sides at B1W centerline and B2W ONLY of support Blocking panels may be required O O B2 g2W Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or g4 B4W walls above or below - see detail B1 below - see detail B1 Nail through 2x cantilever, wood backer and 1Y8" TJO Rim Board or 1Y4" or 1Y2" TimberStrand° Blocking TJI° joist web with 2 rows 10d (0.148" x 3") LSL. Nail with 10d (0.131" x 3") nails, one each at panel nails at 6" on -center, clinched. top and bottom flange. Nail to blocking panel with Use 16d (0.135" x 3Y2') nails with 3Y2" TJI® connections equivalent to floor panel schedule. joist flange widths. Load bearing or braced/shear wall above (must stack over wall below) Blocking panel: 1y" TJO Rim Board, 1Y4' or 1%" TimberStrand® LSL or TJI®'oist. 2x4 minimum squash blocks No load bearing wall above Web stiffeners required each side at B3W ONLY 6'-0" length of TJI® joist 8" diameter maximum hole for 11%" - 1 1/8" TJ° Rim Board 1Y" or 1%" TimberStrand® 8" diameter maximum hole for 11%" - reinforcement and filler block. Use 4'-0" length 16" deep blocking panels; 6" diameter maximum for blocking panels 9%" LSL. Nail with 10d (0.131" x 3") nails, Attach reinforcement to joist 16" deep blocking panels; 6" diameter with 9%" and 11%" TJ deep or shorter than 12" long. one each at top and bottom flange. with one 8d (0.131 x 2/) I maximum for blocking panels 9%" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to deep or shorter than 12" long. with one 8d (0.131" x 2%") Horizontal blocking uniformly Do not cut flanges. 1%" TJ' Rim Board 1Y4" or 1%" nail at each corner panels between each loaded joists I TimberStrand® LSL. Nail with 10d 3") joist. Nail to top plate with only. 11/8" TJO Rim Board or 11/4" or %" (0.131" x nails,one top bottom flange. 12" length of 4" connections equivalent to Wood v� LSL. with Od each at and reinforcement on floor panel schedule. backer OI1131"xtrando 3") nails, oneil ( ) each at Attach reinforcement to one side at E5, both sides at E6 12" length of 3q" 1 `�eJ t ��2 \e Gad\\\Oaas k top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side at ET both sides at E8 F1 cacti` \� ��'\o l ' 10d (0.148" x 3") nails at 6" blocking between \e�9 Attach reinforcement t t fl th 0 on -center, clinched. Use 2 1 „ 7 „ each joist E7 E8 PLess than 5" 1 ® \ 1/8" TJ Rim Board or , „ / ;�/� V p" 2 o jols ange wl 8d (0.131" x 2 Z") nails at 6" on-center. When reinforcing rows with 9/ and 11 / Less than 5" a�`� TJI° joists. E5 E6 1Y4" or 1%" TimberStrand° LSLR Nail 10d 3") Face grain horizontal \��t a� both sides, stagger nails. E4 1 with (0.131" x e Not for use with 3/2" TJI® joist flange widths nails, one each at to and bottom flange. EXTERIOR DECK ATTACHMENT ,Structural exterior sheathing Apply subfloor Double TJI Joist Filler Block Attach per the table. Clinch nails when possible. BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header \ L2 O Hanger Backer Block: Install tight g 9 to top flange (tight to bottom flange with face mount hangers). Clinch nails when possible. `Backer block both sides of web with single TJI° joist With to mount hangers, backer block required only p I q H2 9 Y for downward loads exceeding250 Ibs or for uplift O p conditions. For nailing requirements see page 5, TJ - 9001, Weyerhaeuser installation Guide for Floor and Roof Framing, TJ-9001. BEAM TO BEAM CONNECTION H3 O Flush bearing plate required. " � Maximum a overhang BEARING AT CONCRETE WALL Top mount / \ j hanger Face Protect untreated mount hanger wood from direct L3 See current Weyerhaeuser Y O L4 O contact with concrete literature for framing connectors g Multiple -Member Connections for Top -Loaded Beams Fastener Installation Requirements Piece # of Fastener Width Plies Type(') Min. Length # Rows O.C. Spacing Location 2 10d nails 3" 3(2' 12" One side 12d-16d nails 3 %" 2(2) Screws 34" or 3Y2" 2 24" 3 10d nails 3" 3(2) 12" Both sides 12d-16d nails 3 Y4" 2(2) 14" Screws 34" or 3 z" 2 24" Both sides 5" One side 4 10d nails(') 3" 3(2) 12" One side (per I (P ply) 12d-16d nails(') 3 Y4" 2(�) Screws 5" or 6" 2 24" Both sides 6 4" One side 3%" 2 Screws 5" or 6" 2 24" Both sides 6 4" One side 1/" bolts 8" 2 24" - When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. Load must be applied evenly across entire beam width. Otherwise, use connections for side -loaded beams. OMultiple pieces can be nailed or bolted together to L6 form a header or beam of the required size, up to a maximum width of 7" (1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOe (2) An additional row of nails is required with depths of 14" or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. NAILING AT BEARING (FLOOR) TJI® Joist to Bearing Plate Squash Blocks to TJI° Joist 1Y8" TJO Rim Board or (Load bearing wall above) 1 V or 1 1/" TimberStrand° LSL. One 10d (0.128" x 3") One 8d (0.113" x 2Y2") nail into each flange nail each side. Drive nails at an angle at I I least 1y" from end. +--4 3/" minimum I Also see detail B2 1 4" minimum end bearing intermediate bearing single-family applications 5%" may be required for maximum Shear transfer: Connections equivalent capacity to floor panel nailing schedule Rim to TJI® Joist 1%" TJ"Rim Board, ® TJI° 560 rim joist: Toe 1/" or 1 /" TimberStrand LSL. nail with 10d (0.128" x 3") or TJI° 110 rim joist: nails, one each side of One 10d (0.131" x 3") nail into TJI® joist flange TJI° 560 each flange ® floor joist TJI 210, 230, and 360 rim joist: One 16d (0.135" x 3 /2") nail into each flange. 14" minimum earing With depths > 16", use TJI®360 rim joist. Top View Locate rim board joint between joists. BEAM ATTACHMENT at BEARING 1Y8" TJO Rim Board or 1)/4' or 1 z" TimberStrand° LSL. Drive nails at an See framing plan (if applicable) or One 10d (0.128" x 3") nail each angle to minimize Weyerhaeuser Installation Guide for Floor side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum 1%" minimum from end end and intermediate bearing lengths. Joist may be shifted up to 3" if floor panel edge is supported and span rating is not exceeded. Do not cut joist flanges. Flashing Treated 2x_ ledger See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 1 Corrosion -resistant fasteners required for wet -service applications. LA (2) Allowable load determined in accordance with ASTM D7672. O „ (3) 1y TJ Rim Board is allowed with joist depths _16 only. (4) Maximum y" shimmed air space. adhesive to all contact surfaces I a O\'\, 1%" TJ® Rim Board or 1%" �3\ or 1%" TimberStrand° LSL. Rim Board Material Fastener Allowable Load') (Ibs/bolt) yz' lag bolt '/ /2" Through bolt Y2" Through bolt with Air Space 1Y8" TJ® Rim Board (3) 480 695 615(4) 1 Y4" TimberStrand® LSL 610 725 1 "TimberStrand LSL Yz 675 725 FASTENING of FLOOR PANELS Guidelines for Closest On -Center SDacina Der Row Option #1: TJ 10 joist blocking with end 1 blocks Installed at joist -span /31 p locations using two 8d 0.113" x 2 1 " z I nails or 2%" screws, typical Option #2: 2x strapping installed at)/3 joist -span locations using two 2Y2" screws per joist, typical Option #3: Directlyapplied ceiling pp 9 PB1 When specified on the layout, one of p , Y O the bracingoptions above is required p q Nail Size TJI 1 2 Rim Board 1%4' TimberStrand® LSL or wider Microllam® LVL Parallam® PSL 110, 210, and 230 360 and 560 1Ya" TJ® Rim Board TimberStrand® LSL 1X" 1Y2" 8d (0.113" x 2Y2"), 8d (0.131" x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" 10d (0.148"x 3"), 12d (0.148"x 3/4) 4 (3) 4 (3) 6 4 3 3 51, 4 16d (0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) 6" (1) Stagger nails when using 4" on -center spacing and maintain Y8" joist and panel edge distance. One row of fasteners is permitted (two at abutting ®. panel edges) for diaphragms. Fasteners spacing for TJI oasts in diaphragm a applications cannot be less than shown in table. When fasteners spacing for P 9)P 9 1PP p 9 blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI®joists. (2) For non -diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least %" and staggered. (3) With 10d (0.148" x 1'/2") nails, spacing can be reduced to 3" on -center for light gauge steel straps. (4) Can be reduced to 5" on -center if nail penetration into the narrow edge is no more than 1Y4' (to minimize splitting). (5) Can be reduced to 4" on -center if nail penetration into the narrow edge is no more than 1Y4' (to minimize splitting). (6) Can be reduced to 3Y" on -center if nail penetration into the narrow edge is no more than %" (to minimize splitting). ■ Recommended nailing is 12" on -center in field and 6" on -center along panel edge. Fastening requirements on engineered drawings supersede recommendations listed above. . ■ Maximum nail sP 9 spacing for TJI®joists is 18" on -center. ■ 14 ga. staples may be substituted for 8d (0.113" x 2Y") nails if minimum penetration of 1" into the TJI® joist or rim board is achieved. ■ To minimize splitting, maintain edge distance and row spacing of 21/2 x nail diameter or 4", whichever is greater. ■ Nailing rows must be offset at leasty" and staggered. ■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. TJI® joist floor framing does not require bridging or mid -span blocking DO NOT bevel cut joist E2 beyond inside face of wall. Additional joist is required if floor panel edge is unsupported or if span rating is exceeded. INSTALLATION TIPS • Subfloor adhesive will improve floor performance, but may not be required. • Squash blocks and blocking panels carry stacked vertical loads (details B1 and B2). Packing out the web of a TJI° joist (with web stiffeners) is not a substitute for squash blocks or blocking panels. • When joists are doubled at non -load bearing parallel partitions, space joists apart the width of the wall for plumbing or HVAC. • Additional joist at plumbing drop (see detail). TJI° rim joist A2/ i End of joists at centerline of support Protect untreated wood from direct contact with concrete 1Yz" knockouts at approximately 12" on -center Bearing plate to be '"' flush with inside face of wall or beam /Gap*: WEB STIFFENER ATTACHMENT %" minimum 1„ 24" maximum (1%" for TJI° Nailing: 560, 560D) See table below. L Web stiffener both sides. See table below. ` With point load from above, and no support below, install web stiffener tight to to flange g P 9 T Tight fit 9 (aaq at bottom flanae) S1 PS1 or PS2 sheathin face rain vertical O 9, 9 (2) Construction grade or better (3) Web stiffeners are always required for 22" and 24" TJI° 560D Joists Depth Minimum Web Nailing Requirements Type Number Nails TJI Joist Series (in.) Stiffener Size End Intermediate 110 All %° x 2%6"(') 210 All 4" x 25/6'") 8d 230 & 360 All %" x 2%6"(" (0.113" x 2/") 3 3 560 All 2x4 `2' 16d (0.135" x 3Yz") 18" 4 4 560D 20" 22„ )3) 2 2x4 c) 16d (0.135" x 31/") 5 6 5 11 24 6 13 FILLER and BACKER BLOCK SIZES 0 TJI Joists 110 210 230 or 360 360 560 560D Depth 91/z'"-11%8" 14"46" 9Y2''-11%" 14"-16" 91%%Il%" 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24" Filler Block (1) 2x6 2x8 2x6 + W 2x8 + %" 2x6 +y" 2x8 + y" 2x12 +Y2" Two Two Two Four Y4' x 15" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Cantilever Filler 2x6 2x10 2x6 + 8" 2x10 + %" 2x6 +y" 2xl0 +%z" Not (Detail E4) 4'-0" long 6'-0" long sheathing sheathing sheathing sheathing applicable Not applicable 4'-0" long 6'-0" long 4'-0" long 6'-0" long Backer Block (1) (Detail F1 %" or X" X" or %" %" or 1" Net 2x6 2x8 2xl2 Two %" x 15" or H2) sheathing Nail Size Filler 10d (0.128" x 3") 16d (0.135" x 3 Y") Backer 1 Old (0.128" x 3") Nail Filler 15 one side 10 (15 for h sad family)15 each side each side 25 each side Quantity(2) 10 (15 for multi -family applications) 10 (15 for Backer 15 mulit-family) 15 15 1 If necessary, increase filler and backer block height for face mount hangers and maintain A" a at to of joist; see detail W. Filler and backer block O ry. 9 9 gap P 1 , dimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks). (2) Clinch nails when possible. Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist. Rim board joint between joists A3. / • i / Exterior Deck LA Attachment Structural sheathing Safety bracing (1x4 minimum) at 8' on -center (6' See ALLOWABLE on -center for TJI® 110 joists) and HOLES extended to a braced end wall. Fasten at each joist with two 8d (0.113" x 2%") nails minimum (see WARNING). DO NOT o verhang seat cuts' on beams beyond the inside face ofsupport member, 1%" TJ® Rim Board or 1Y4" or 1 %" TimberStrand° LSL. L1 DO NOT use sawn lumber for rim board or blocking, as it may shrink after installation. Use only engineered lumber. ALLOWABLE HOLES - TJI® Joists Min. distance from Table A Min. distance from Table B 1YZ' hole may be cut anywhere in web out - DO NOT side of hatched zone cut or notch flange. 7 6 ❑ O t �• •3 iI 6„ 6" L 2 x D1 D Closely grouped round L2 2 x L2 D2 6" 6" No field cut minimum holes are permitted if minimum No field cut Do not cut DON OT holes in (applies to all holes the group perimeter holes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%" in zones round or square holes. zones cantilever reinforcement. Table A - End Support Minimum distance from edge of hole to inside face of nearest end support JOIST DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" W 4" 5" 6Y2" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 110 V-0" V-6" 2'-0" T-0" 5'-0" 1'41 V-6" 2'-6" T-6" 4'-6" 210 V-0" T-6" 2'-6" T-0" 5'-6" V-0" 2'-0" 2'-6" 4'_0" 5'-0" 9yz" 230 V-6" Z-0" 2'-6" T-6" 5'-6" V-0" 2'-0" T-0" 4-4' 5'-0" 360 V-6" 2'-0" 3'-0" 4'-0" 6'-0" V-6" 2'-6" T-6" 5-4' 5'-6" 560 V-6" 2'-6" T-6" 5'-0" T-0" 2'-0" T-0" 4'-0" 5'-6" U-0" 110 V-0" V-0" V-6" 2'-0" 2'-6" T-0" 5'-6" V-0" V-6" 2'-0" 2'-6" 4'-6" 5'-0" U-0" 210 V-0" V-6" 2'-0" 2'-0" T-0" T-6" 6'-0" V-0" V-6" 2'-6" 3'-0" 5-4' 5'-6" 6'-6" 11 %" 230 V-0" V-6" 2'-0" 2'-6" T-0" T-6" 6'-6" V-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" T-0" 360 V-6" 2'-0" T-0" T-6" 4'-6" 5'-0" T-0" V-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 560 V-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" T-6" 8'-0" 110 V-0.1 1'-01. 1'-01. 1'-01. V-6" 2'-0" T-0" 5'-6" V-0" V-0" V-6" 2-4' 3'-6" 4-4' 6'-0" 8'-0" 210 T-0" V-0" V-0" V-6" 2'-0" 2'-6" T-6" 6'-0" V-0" V-0" 2'-0" 2'-6" 4'-0" 4'-6" U-6" 8'-6" 14" 230 1'-0" 1'-0" V-0" V-6" 2'-6" 2'-6" 4'-0" T-0" V-0" V-0" 2'-0" 3'-0- 4-4' 5-4' T-0" 9'-0" 360 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" 560 1'-0" V-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" V-6" T-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 1 ' 0 -0" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" T-0" 5'-0" V-0" 1'-0" V-0" T-6" T-0" T-0" 5'-6" T-6" 10'-0" 210 1'- " 0 1'- „ 0 1'- „ 0 1'- „ 0 1'- „ 0 1'- " 6 2'_ 6 3'-6" 6'-0" 1'- " 0 1'- " 0 1'- " 0 2'- " 0 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" 16" 230 T-0" V-0" V-0" V-0" V-6" V-6" T-0" 4'-0" T-0" V-0" 1'-01, 1'-01, 2'-0" T-6" 4'-0" T-0" 360 1'-0" V-0' V-0' V-0' 2'-6' 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" V-0' 1' -6' 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" Ill'-0" 12'-0" 4" 6" 7" 8" 10" 12" 14%" 16%" 4" 6" 7" 8" 10" 12" 14%" 16%" 360 V-0" V-0.. 1'-01. 2' 0" 4'-0" 5'-6" 9'-6" 1'-0" T-0" 4'-6" 6'-0" 1 U-0" 1 V-0" 13'-6" 18" 560 V-0" V-0" V-0" 2'-0" 4'-6" T-0" 1 U-6" 2'-0" 5'-0" 6'-6" 8'-0" 1 V-0" 12'-0" 14'-0" 360 T-0" 1'-0" V-0" V-0" 2'-0" 4'-0" T-0" 10'-0" V-0" V-6" T-0" 4'-6" 8'-0" 1 V-6" 13'-6" 15'-6" 20" 560 V-0" V-0" 1'-0" V-0" 2'-0" 4'-6" 8'-6" 1 T-0" 1'-0" T-6" 5'-0" T-0" 10'-6" 13'-0' 14-4, 15'-6.. Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever suppor JOIST DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2 3 4 „ 5 6y" 7 8% 11 13 2" 3" 4" 5" 6y" 7" 8%" 11" 13" 110 2'-0" 2'-6" T-6" 4'-6" T-6" V-6" 2'-6" T-6" 5'-6" U-6" 9y„ 210 2'-0" 2'-6" T-6" 5'-0" 8'-0" 2,_0„ T-0" 4'-0" U-6" T-6" 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" U-6" T-6" 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" 560 3'-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" U-6" 8'-0" 9'-0" 110 V-0" V-0" V-6" 2'-6' 4'-0' 4'-6" 8'-6" V-0" V-6" 2'-6" 4'-0" 7 T-0" 9'-6" 210 V-0" V-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" V-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 1 U-0" 11%" 230 V-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" V-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 1U-6" 360 2'-0" T-0'. 4'-0" 5'-6" T-0" T-6" 11'-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 1 T-0" 560 V-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11--0" 12'-0" 110 V-0" V-0" V-0" V-0" 2'-0" 2'-6" 4'-6" 8'-6" V-0" V-0" V-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" 210 V-0" V-0" 1'-0" V-0" 2'-6" T-0" 5'-6" 9'-6" V-0" V-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0" 14" 230 V-0" V-0" V-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'4' 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" 360 T-0" V-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 560 1'-0" V-0" V-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-01, T-0" 5'-0" T-0" 10'-0" 1 V-0" 13'-6" 15'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 8'-6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 4-6" 8'-6" 11'-6" 15'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" V-0" V-0" V-0" V-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" 6' 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" 360 V-0" V-0" V-0" V-0" T-0" 4'-0" 6'-6" 1 U-0" 1 T-6" V-0" V-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 1 T-0" 560 T-0" V-0" V-0" V-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" V-0" V' T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" 4" 6" 7" 8" 10" 12" 14%4" 16%4' 4" 6" 7" 8" 10" 12" 14%" 16%" 360 1'4' 1'-0" V-6" T-0" 6'-0" 9'-0" 14'-6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0" 18" 560 V-0" V-0" V-0" Z-0" 6'-0" 10'-0" 15'-6" V-0" 6'-0" 8'-6" 1 V-6" 16'-6" 18'-0" 19'-6" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0' 20'-6" 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 11'-6" 15'-6" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-0" 20'-6" Rectangular holes based on measurement of longest side. • Leave y" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. • Tables are based on uniform load tables in current design literature. • For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. ALLOWABLE HOLES - Headers and Beams 1.55E TimberStrand® LSL Headers and Beams 2 x diameter of the largest hole (minimum) depth Allnwpri hnlp 7nnp General Notes • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. • Round holes only • No holes in headers or beams in plank orientation. Other Trus Joist® Headers and Beams Microllam® LVL 1.3E TimberStrand° and Parallam° PSL LSL hole zone hole zone 2 x diameter of the Y depth \ I� largest hole (minimum) Microllam° LVL and Parallam® PSL allowed hole zone middley span d 1.3E TimberStrand® LSL allowed hole zone d General Notes • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only • No holes in cantilevers. • No holes in headers or beams in plank orientation. WARNING Joists are unstable until braced laterally Bracing Includes: 1.55 E TimberStrand® LSL Header or Beam Depth Maximum Round Hole Size 9Y4"-9y" Y 1 %"-11 %" 3%" 14"-16" 4%" bee illustration Tor allowea nole zone B DO NOT cut, notch or drill holes in headers or beams except as indicated in illustrations and tables. Other Trus Joist® Beams Header or Beam Depth Maximum Round Hole Size 4 s" 11. 5%2' 7Y4% 20" 2„ bee illustration Tor Auowea Mole cone • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist y► - �� j DO NOT walk on joists DO NOT walk on joists DO NOT stack building until braced. that are lying flat. materials on unsheathed INJURY MAY RESULT. joists. Stack only over WARNING NOTES: beams or walls. Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: ®. 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI )oasts must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of lx4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. Warning: Drilling, sawing, sanding or machining wood products generates wood dust. The paint and/or coating on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65, visit wy.com/inform. SUSTAINABLE FORESTRY A Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of er aeus er INITIATIVE Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Certified Sourcing www.diprogram.org SFI-00008 October 2017 Reorder TJ-4015 E WW H v CLu ` w Ll E 144YZ_ O mUa °v;a) O z w 0 t 3 O oi > > m (U � 3 � J .� F- 3 o 2g 3 Zm a) •� to W � Q J �`ti 0_ h r / D J C) p H LL LL WU)z J_ Q <W LU � W W 0� z / 0 O � W Q LL l'Il Z o Z � a Z J �W QJ Q Z W Q W LL F-- U J W `L CJ U) 0 W CIL Ul W � LU Q W lH TLU LU LLLU H CL WIJ < U WLL 0 LU CL BY ITY OF EDMONDS BU LDING DEPARTMENT P AN REVIEW ACCEPTANC F R COMPLIANCE WITH THE APPLICABL CO STRUCTION CODES IDENTIFIED BELO H Z BUILDING ® STRUCTURA MECHANICAL PLUMBING ELECTRICAL ® ENERGY ACCESSIBILITY ❑ FIRE PLA 4 REVIEW ACCEPTANCE OF DOCUMEN S D SNOT AUTHORIZE CONSTRUCTION T PIS CEED IN VIOLATION OF ANY FEDERA STATE, OR LOCAL REGULATIONS. BY: _ a�T� } )ATE:02/22/2 4 C. WE f cuAsf cwt cuNSULTANTS, It LU RECEIVED Q Oct 13 2023 CITY OF EDMONDS I DEVELOPMENT SERVICES DEPARTMENT m !LU aaaaa This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth TrusJoist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. EO ]'1 11 PLY WD, UL.I-n;M* IJ2"MIN_PER "Sl*F50r4" -{FND. FACE -2 6TH 014 RT OR SIN l4 VERIFY I OPTION ; DRYWAL-L j 4X6 LF CO&N6RQ IN CLIPS LIEU DF(2j 2x(o+ DCKWooL" 1.254 Rftfl ,oLYwoov SN1M, SO R-10,5 I EXTERIOR OUTSIDE CORNER LOCATIorNS --------r --THP(4 RS op, 52TH014 VERIFY PegLOC�T(oN j I EA7"F_9/0/Z /tgSfDE C0f7NEX ® (1/2' = 11. 011 oil O ALL SITE CUT P. T, WrE/Z/AL To 50 g 1 Tr: TREATE r) AF%Mg CUTrIrIG MOR TIO 12 ASSeMgLING, kCa i 2X4 FLAT 24' O,C. VERf• ` , - 3 r! 1I- all I". 416'r N 'I / TIREX n .q4- X ri�2 NET j I :COMPOSITE 1 i DECKING ': 6" I 9/Ib'r Fnsccq ,4r BOAAD I PT 2 K D OR VITA LIL F«AM 1N 6 6 RT, 2A + INTO EXT)5I�10 R WALL -- F1u213 4/ --�4►_O @ CDNC . tz" rtel�><, wALI - EA, ENP 6° FROM PIT. OF PSM, j �" 2K12 10 (1) ° V"' KNOTCH BETWEEN EA. gTRINSER FOR 0P-AINAGE. MAIN S1J13FLOOR sw- 4 400 n " ID ll - 1 y1&0 ,r i I P.T. 2X 10 Rl-K6, j ( A 34 � 5Titl rJ68R ' •• 4 ! YFRlFY j ° b y F-T• 2), c S , ROM P.T. (1) 2X4 P,T, All2X12 o (2)90W567-Are6ER16,�I 16d 15ALV, Ca EA. STRINGER - - SLOPE TO DRAIN e ` 1 2 3 4 q4f- '1 t - 6- ?'-O,r 16-0 'I !8'- 0'I '2-2- IOil ' ' ----- i -- - -- -- ----- -- ---- ----- -- ---- ---- - --- — 10a---, I 1,-,+ 1t --- - ----------Sf/2� - --- --- TYPO — ----- - i '- " 66, 00 F.S. 67,�D B4 ! 70,9',' 4'-2'/2" 2►-4't r WA '2=- 2l-4" j A O1pr4RT -WS•— ---- 97 Gr�pf¢IeT sl 72,�2 A3 i Ml, 5. O — — — — — --- — -- - — — ulgw x Hid� — — — — - ; — — - — �-� ► _ — f ` --- Rm1� Rm1 F t TT �r H1t t 4/J5g I 16" OCS B ,I 2,/4 I D� 2, IIN. 24 "X 24 ° X 10" I W/(3)it4 g.E.W. 3/J8g Rm1 R 51 16" OCS '70,00' 1 7o,a� B1 Rm1 6/J16g j 5LA5 CONTROL m1 12 OCS V''"T 3/J 16g Rm 1 ~ SLOPE SLA5 4 LEveL �� 16"ocs 5/J11g 12" OCS s I Wj 12" DIA • gi0N0T'USECONC• ; E -COL., i 4/J29g �! I ` g a� ra g e ' I v� R_m1 Bk1 Bk1 Bk1 1 G A>ZA6E CONIC, 5L�1 F • — 13/J36g -• 1 �o.00t 3/J21g N 16 OCS 4" THICK OVER r*MIL, F)LACK 70,83' 16" OCS VIS UEEN OYE/Z41' comwnep axe 51 GAANULAR FILL vV/ #- 3 BARE J928 I I 24 D,C, CA.WAY@ MIDDLE Sim, UV,g, OF �LAIFi. 16", CS10 `>, I W 5' L 11' 1 ' I - oho 4jo `�' I 71.2C' -- - - `� T- rt ; ' 11 ! �2=10 /4 *--Z/2 l 8'- o" -- - — _ Bk1 24'1 K 241,xaN WI(3) 4 '° — — — RT 2XI'z ts)— Rm1 Rm1 41a,f - t-. �x,G �ci r * i4�-0'f - —4� B1 (2) LOCATI NS--- - — — — �° ,1 XID W.s. ! r. (0X 6, A3 /ABU662 o es , �2.84 _ N F F0575A5- 'oCATlah(5 O.C.v- ?�.09'6/6"DIAL EMAN510N�41� t (2)ZXft) L _ 4/2' EM9f:DM6NT k, l _ l t ► 4 72.37'30i1 X, 8'I W l SIII'1. li tip; (5) u4 g.E,W, 7 LOCATt' NG 0.;. -(Z) LOCATIONS 'j''It•1ritOE OIA. 4" " — - Will 12"D!A SCNOTUM/ Rm1 / DEEP RV,C . 7?A0 72,37f� ' .COLVMN l m SLEEVES Fox _ :+ A3 67.00' FS , ,Q METAL 6UARORAIL r : D,'1', 6X10 DF2r PT, 6XID DF2 r P,T, 6XIaDF#2 Vv/A5U66Z(4) L 101T,V0053 K6. ,_ f 't Lo�ATIOKS• 5El= BE'r1h'EEI.TTOISTB. , I ,1 k I ► y i 11 / EXPANrFfONgoLTAAO`✓ ALOK6 $M• RNE - - EDGE OF DECK -7-¢ 2.0 2-0 6' 4-8 -7-4-11—�7 _4 � P.T 2xID FASCIA,) --- n y�'� -- ----- ---- --- P.T, 2Xf0 Fi�SCIA c -O ! 2'-0" 10'- o tl ' + ,I 24 X 24 x t5 Fr6. wil3 �t� 4•s.E,W, , 11 zan,TlNuovS + +1 Ig-p (4) LOCATIONS Wf I2 DIA. 22-0 IB- 0 -� 5orvoTur3>" �RN,Eti �oNG, col, , -- ----- q4 - 6" 3 When sheathing thickness exceeds 7/8", Load bearing or braced/shear wall trim sheathing tongue at rim board above (must stack over wall below) Plate nail - 16d (31/") box , 1 at 16" oneenter" � .Blocking panel: 1 e T,1® Rim Board, 1 or 112" TimberStrand® LSL or TJI® joist. Floor panel nail - 8d (2Y2") common at 6" on -center* 2x4 minimum squash blocks TrusJoist@TimberStrand®LSL orTrusJoist®TJSrim board. g1 B1 �� 16w i Toe nail - 10d (Y) box Web stiffeners required =% at 6" on -center' on both sides at 01 W and B2W ONLY 'Conventional construction code - minimum for use with A3 only. See �� g Blocking panels may be required with braced/shear A3 A3.1 A3.2 A3.3 Trus Joist Framer's Pocket Guide for walls above or below —see decal B1 A3.1-A3.3 installation specifications. Fri inrintinn 8 Bearing plate: Flush Dlate with inside I or beam 1 r--=-- ` 1 " 10 _ 3f'i1N I -'- + t t + + Tag Qty I Product Len I Cut Logic Floor Joist Jg 13 2-1/16"x11-7/8" TJI® 210 36' 13x(1/36) Jg 10 2-1/16"x11-7/8" TJI® 210 29' 10x{1/29} Jg 12 2-1/16"x11-7/8" TJI® 210 24' 12x{1/241 Jg 3 2-1/16"x11-7/8" TJI® 210 21' 3x 1/21 Jg 12 2-1/16"x11-7/8" TJI® 210 16' 112x{1/161 J 1 2-1/16"x11-7/8" TJI® 210 14' 1x 1/14 Jg 7 2-1/16"x11-7/8" TJI® 210 13' 7x{1/13) Jg 5 2-1/16"x11-7/8" TJI® 210 11' 5xf 1/11 Jg 3 2-1/16"x11-7/8" TJI® 210 8' 3x{1/81 Jg 4 2-1/16"x11-7/8" TJI® 210 5' 4x(1/5) Floor Joist Blocking Bk1 I 86 2-1/16"x11-7/8" TJI® 210 R/L Beam Tb 2 1-3/4"x11-7/8" TimberStrand® LSL 1.55E 16' 2x(1/161 Ti 1 3-1/2"x11-7/8" TimberStrand® LSL 1.55E I 16' 1x 1/16 Rim Rm1 238 1-1/4"x11-7/8" TimberStrand® LSL Rim Board 1.3E R/L Hanger H1 10 ITS2.06/11.88 Simpson Strong Tie Floor Decking 67 23/32"x4'x8' Edge Gold T&G 12 o, c, MAX ,�---_-_ R T. 4X 10 LEDGER TREAD5jR/S BOARDS_P�l� IO Sig 11OIA CAP. Bi EM9ED 5It INTO CONC, ( 5/8"XIo" H07DIPPEO6ACV, (r)"V/KNOTCH 5ETWOEN EA,45T9IN6F_R FOR DRAIN1R6E. N O .. I. 5-17HO14•RT0 ALL RIM?0157(AlM?CARD) - LOCATIONS 5T'H D 14 L NON - RIM 701437 L0 CATI ON S. 441- 6 Y 1 - -- ----- -- - -- g l- ro 1t -J'- R m 1 Rml 3/J 16g 16" rOCS I E 11 /J24g A3 16" OCS 6/J29g 16" OCS A Bk1 6 Rm1 ► le � B B1 _ — Rm 1- P.T.2X:Uv E05ElZ o� 52 - 4'-0`t J �I f w �, a 74,ODf IRml It .— HU410 W104)1/4y IVf PIT,XID DF#2 i T+TANTUR805CREWS FDA CONCAE72 SA,E' I 0AP Fat Frrv, - - ---- _H E D AIN (6) 12+I, f1 sIm I LOCATIONS 74; 00' p I I SLAB STAut CARRIAGES SI1A S I I Ia GRADE PROM F.T. 2 A 12 0) 711 71.011 15`-611 NJ 1W EXWnM WMM,e MME CORRE-ICTOW AS WTED 0 NOT CLEARLY NOTIM BY CONTRACTOR HAS NOT BEEN F*VWAED. DETAILED 01MENSM OR MATEM& OLOMMIES REVIEW SHALL NOT RELEW THE CONTRACTDR OF CONTRACTUAL RESPONSOLITY R)R ANY ERROR . • ■ OR + r FROM • O CONTRACT ■ ■ • DATE i A f 4-0a 0 �I 56 General Notes This is FOR YOUR INFORMATION Items to Reference GENERAL NOTES: 1. JOISTSARE UNSTABLE UNTIL BRACED. SEE TRUS JOIST FRAMER'S POCKET GUIDE (TJ-9001)AT WY.com Besafe FOR RECOMMENDED PRODUCT INSTALLATION DETAILS. REFER TO STRUCTURAL PAGES FORALL FRAMING AND CONSTRUCTION DETAILS. SPECIFICATION IN THE STRUCTURAL PLANS SUPERSEDE THE DETAILS IN THE FRAMERS POCKET GUIDE WHERE CONFLICTS OCCUR. 2. LAYOUT MATERIAL LISTS ARE FOR REFERENCE ONLY. A SEPARATE MATERIAL LIST FOR ORDERING PURPOSES WILL BE PROVIDED WHICH WILL REFLECT THE MATERIAL FOR THE ENTIRE PROJECT. 3. UNTREATED TRUS JOIST PRODUCTS ARE INTENDED FOR DRY -USE APPLICATIONS ONLY (REFER TO TRUS JOIST SPECIFIER GUIDES). WHEN USED FOR EXTERIOR APPLICATIONS, THE CONSTRUCTION MUST BE SUCH THAT DRY SERVICE CONDITIONS ARE MAINTAINED OVER THE ENTIRE SERVICE LIFE OF THE STRUCTURE. 4. ALL REQUIRED FASTENERS FOR HANGERS ARE SUPPLIED BY OTHERS. FOLLOW HANGER MANUFACTURER'S GUIDELINES FOR MAXIMUM QUANTITY OF FASTENERS, SIZE, AND PLACEMENT FOR THE F SPECIFIC APPLICATION AND MATERIAL USED, UNLESS NOTED OTHERWISE OR INDICATED BY THE DESIGNER OF RECORD. 5. CONSULT HANGER MANUFACTURER FOR RECOMMENDATIONS FOR HANGER AND FASTENER COATINGS WHEN CONNECTING TO TREATED LUMBER. 6. SOLID BLOCKING AND/OR SQUASH BLOCKS ARE REQUIRED TO PROVIDE VERTICAL LOAD TRANSFER FROM ALL CONCENTRATED LOAD LOCATIONS ABOVE TO FOUNDATION BELOW. SEE "CS" DETAIL IN TRUS JOIST FRAMER'S POCKET GUIDE. 7. WEB STIFFENERS, FILLER AND BACKER BLOCKS. a. WEB STIFFENERS, FILLER AND BACKER BLOCKS ARE BY OTHERS UNO. b. REFER TO STRUCTURAL DETAILS AND HANGER MANUFACTURER INSTALLATION GUIDES FOR WEB STIFFENER REQUIREMENTS AND LOCATIONS. WEYERHAEUSER WILL ONLY NOTE REQUIRED LOCATIONS IF WE HAVE RUN TJI CALCULATIONS AND WEB STIFFENERS ARE REQUIRED PER OUR DESIGN METHODOLOGY. 8. UNLESS NOTED OTHERWISE TRUS JOIST PRODUCTS ARE SENT LONG. CONTRACTOR TO FIELD CUT AS REQUIRED. 9. WEYERHAEUSER ASSUMES THAT LOADS FROM PIPES AND SPRINKLER LINES LESS THAN 3" IN DIA. ARE INCLUDED IN SPECIFIED UNIFORM DEAD LOAD AND HAVE BEEN CONSIDERED IN THE DESIGN OF WEYERHAEUSER PRODUCTS BY THE DESIGN PROFESSIONAL OF RECORD. Sheet Scale 1/4"=1'0" LU U z LU 0 W z 0 L.L DC 0 0 L.L z a — o v o v a u a a�� a ¢� vv = `o o o o a a° n v a v ° ` � ° •� is °�,' ° v O U -aG a h N p v a a. � ° c �,t • a o Q •u R a= o 13 0 a'� v R v o a �v N •v >- Oih ~ a a U v RB ENGINEERING RECEIVE Oct 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revision Date: 9/20/2023 Creation Date: 9/15/2023 Structural Date: 6/5/2023 Estimator: N ST. MARTIN Tracking: R23-253881/SR-319939 Sheet 1 of +� / \ - - - -- W FULL n CEILING OF UNDER STAIRAREi�, ! i ( 6F-A °� - - - - - u T ST D5 Sf.i D+N� �IAfR'}DIRECT-VENT -G�5 FIREPLACE. ! o- /- 15 !6 \ �o I I poaR rt,o. e2 DEL°UKE LINEAR GAS FIfZEPLACE D I 5w-4 sw¢ D Stair Landing Details 4cs 6 5ug��oo� �G -68/0 (.NG-) >.150 /o MIN. 9F_aD. / 5-21/4u 3'-lo/2r1 113" 3-I0'i7.11 5 _23/4)1 ACTURERS c►NSTRUCTI ONS ay � — -- — — — — — — -- -- — — IN5TAL .ERS, VENT To ROOF. Ia'_a`I �%211 ►voTE: Af.L. 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IAW DEMTM F" PLANS OR SRECMIM NOT CLEARLY NO1W BY CONTRACTOR HAS NOT BEEN Rf V*NkD. REMEW SHALL MYt CONSTITUTE A CON PLETE ('>�W%RM OF ALL Web stiffeners required if tDFAU0 OR MATEM L � f ES RBW SHALL sides of hanger do not laterally support at least �1 WT REj � CONTRACTOR OF ^, 3/8" of TJI ®joist top flange nJ 1 GL I THE V T----t��7R ANYERROROR�DEE1CUMM FROM CONTRACT R�E/�Q�UIREAW.NTTS. Top flange D A r IES O PAGES Of �TT R6 1 QW&M, PC _ hanger t DATE 8Y Face mount hanger 8 Scale 1/4"=1'0" Tag Qty I Product Len I Cut Logic Floor Joist Jg 6 2-1/16"x11-7/8" TJI® 210 19' 6x{1/19} Jg 8 2-1/16"x11-7/8" TJI® 210 15' 8x{1/15} Jg 3 2-1/16"x11-7/8" TJI® 210 11'3x{1/11} Floor Joist Blocking 131<2 9 2-1/16"x11-7/8" TJI® 210 1 R/L Beam Pf 1 3-1/2"x11-7/8" Parallam® PSL 2.2E 9' 1x{1/9) Pf 1 3-1/2"x11-7/8" Parallam® PSL 2.2E 5' 1 xf 1/5 PI 1 5-1/4"x11-7/8" Parallam® PSL 2.2E 15' 1x{1/15} PI 2 5-1/4"x11-7/8" Parallam® PSL 2.2E 13' 2x{1/13} PI 1 5-1/4"x11-7/8" Parallam® PSL 2.2E 12' 1x{1/12} Pm I 1 5-1/4"x14" Parallam® PSL 2.2E I 14' 1x{1/14} Rim Rm1 58 1-1/4"x11-7/8" TimberStrand® LSL Rim Board 1.3E R/L Hanger H2 1 1 1HU612 Simpson Strong Tie H3 1 1 IHUC412 Simpson Strong Tie H5 1 20 IUS2.06/11.88 Simpson Strong Tie Floor Decking 14 23/32"x4'x8' Edge Gold T&G General Notes " This is FOR YOUR INFORMATION Items to Reference GENERAL NOTES: 1. JOISTSARE UNSTABLE UNTIL BRACED. SEE TRUS JOIST FRAMER'S POCKET GUIDE (TJ-9001)AT WY.com Besafe FOR RECOMMENDED PRODUCT INSTALLATION DETAILS. REFER TO STRUCTURAL PAGES FORALL FRAMING AND CONSTRUCTION DETAILS. SPECIFICATION IN THE STRUCTURAL PLANS SUPERSEDE THE DETAILS IN THE FRAMERS POCKET GUIDE WHERE CONFLICTS OCCUR. 2. LAYOUT MATERIAL LISTS ARE FOR REFERENCE ONLY. A SEPARATE MATERIAL LIST FOR ORDERING PURPOSES WILL BE PROVIDED WHICH WILL REFLECT THE MATERIAL FOR THE ENTIRE PROJECT. 3. UNTREATED TRUS JOIST PRODUCTS ARE INTENDED FOR DRY -USE APPLICATIONS ONLY (REFER TO TRUS JOIST SPECIFIER GUIDES) WHEN USED FOR EXTERIOR APPLICATIONS THE CONSTRUCTION MUST BE SUCH THAT DRY SERVICE CONDITIONS ARE MAINTAINED OVER THE ENTIRE SERVICE LIFE OF THE STRUCTURE. 4. ALL REQUIRED FASTENERS FOR HANGERS ARE SUPPLIED BY OTHERS. FOLLOW HANGER MANUFACTURER'S GUIDELINES FOR MAXIMUM QUANTITY OF FASTENERS, SIZE, AND PLACEMENT FOR THE SPECIFIC APPLICATION AND MATERIAL USED, UNLESS NOTED OTHERWISE OR INDICATED BY THE DESIGNER OF RECORD. 5. CONSULT HANGER MANUFACTURER FOR RECOMMENDATIONS FOR HANGER AND FASTENER COATINGS WHEN CONNECTING TO TREATED LUMBER. 6. SOLID BLOCKING AND/OR SQUASH BLOCKS ARE REQUIRED TO PROVIDE VERTICAL LOAD TRANSFER FROM ALL CONCENTRATED LOAD LOCATIONS ABOVE TO FOUNDATION BELOW. SEE "CS" DETAIL IN TRUS JOIST FRAMER'S POCKET GUIDE. 7. WEB STIFFENERS, FILLER AND BACKER BLOCKS. a. WEB STIFFENERS, FILLER AND BACKER BLOCKS ARE BY OTHERS UNO. b. REFER TO STRUCTURAL DETAILS AND HANGER MANUFACTURER INSTALLATION GUIDES FOR WEB STIFFENER REQUIREMENTS AND LOCATIONS. WEYERHAEUSER WILL ONLY NOTE REQUIRED LOCATIONS IF WE HAVE RUN TJI CALCULATIONS AND WEB STIFFENERS ARE REQUIRED PER OUR DESIGN METHODOLOGY. 8. UNLESS NOTED OTHERWISE TRUS JOIST PRODUCTS ARE SENT LONG. CONTRACTOR TO FIELD CUT AS REQUIRED. 9. WEYERHAEUSER ASSUMES THAT LOADS FROM PIPES AND SPRINKLER LINES LESS THAN 3" IN DIA. ARE INCLUDED IN SPECIFIED UNIFORM DEAD LOAD AND HAVE BEEN CONSIDERED IN THE DESIGN OF WEYERHAEUSER PRODUCTS BY THE DESIGN PROFESSIONAL OF RECORD. 1 fruof " E o a) w o a) o :p > t � o Zo E w 0 co ° (D s aa)) o a`ni m � > T C) � J v - a) v) U a) ui O M a) �•X>-w ct U) aJ O y, In U a) LU U z LLB 0 • H u LL LLB M CL Z) U) W Q L0 Cfl a c vt v 3 o a vv = v a o o aoo�o�=v ova v i j ¢i vO U a j N a o o ,u 'A v 3 z o U iE � .z ° 0 c'S v a,a .0 v a v ,v 'h -c a ~ a a U v RB ENGINEERING RECEIVE Oct 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Revision Date: 9/20/2023 Creation Date: 9/15/2023 Structural Date: 6/5/2023 Estimator: N ST. MARTIN Tracking: R23-253881/SR-319939 Sheet 2 of 0 O + CA) Z O N O C7 N C N 35-06-00 --n 7-00-00 4-06-00 0 D O U) . r — L. z 0 0 W a ` J J01 r rX O 00 o o � m J07 o 6 0 m W m al As •n i r • i 400D s r w w s do * 40 � w ■ w * �. • f T ■ w w �. it .� w f i w y %�►-�p�D M z �d Oil *� z rdrd dry O� d O Buldersi . FirstSource LDER : ROOF TRUSS PLACEMENT LAYOUT Puget Sound Market Trusses DATE : SCALE: NTS Fulton Resid ce PLAN : om� O M DESIGNER: APPWRIGHT/ MBA #: Fulton Rsnce RM 3654811 ,.kkADDRESS: Zmo o r-�TV CTATC. 654 4TH ��/ S Edmonds 654 4TH VE S THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See the individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179 ARLINGTON 360-925-4155 EVERETT 425-303-0661 SPANAWAY 253-846-3005 ISSAQUAH 425-391-8000 Quote Bu��ders 10654 FirstSource Ship To: Doug F Quote 4TH AVE S Edmonds, WA AppWrt Job No. 3654811 Ship Date OnLine Job No. Quote P.T. Account Sales No PO Store: Arlington WA Truss 20815 67TH AVE NE Arlington, WA 360-925-4155 Street: 6544TH AVE S City, State: Edmonds, WA Model/Elev: Fulton Residence Options Shipment Roof Req'rd Engineering Req'rd Layouts Sales Rep DOUG FLAIOLE Mfg Sales Rep Doug Flajole Sales Area Dist Center BFS Seattle Estimator Doug.Flajole Designer Marion, Robert Directions Job Contacts Site Office Name Jay Fulton Phone 425-827-4470 Fax Basic Loading/Spacing TCCL, TCDL, BCLL, BCDL Stress Incr. Spacing. Note: Some trusses may differ due Ito location and conditions. Roof: 25, 7, 0, 10 1.15 1 24" o/c Truss ID Type Slope Left Right Stub Heel Height Span Quantity (Depth) Weight/Ply Total Weight 24V 1-10-7 170 ROOF TC: 0 OH: 2-0-0 OH: 2-0-0 L: 0-5-14 R:0-5-14 0-3-8 ht 21bs. 3401bs e A01 24-0-0 2 (1-2PIy) ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-2-15 ht 169 lbs. 169 lbs ® A02 24-0-0 1 ROOF TC:3 OH: 1-10-8 OH: 1-10-8 L:0-3-14 R:0-3-14 2-8-15 ht 78lbs. 78 lbs _ A03 24-0-0 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-2-15 ht 82 lbs. 821bs B01 18-5-8 2 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-2-15 ht 66lbs. 1321bs B02 18-5-8 2 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-8-15 ht 57lbs. 114lbs \\ �� B03 18-5-8 3 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-0-15 ht 60lbs. 180lbs Bpi 1-10-7 5 ROOF TC: 0 C:1-10-7 L: 1-4-8 R: 1-4-8 1-4-8 ht 7lbs. 35lbs BP2 6-0-0 1 ROOF TC: 3 L: 0-3-14 R: 1-0-14 1-4-6 ht 17 lbs. 17 Ibs ✓ C01 16-0-0 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-2-15 ht 53 lbs. 53lbs CO2 16-0-0 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-9-4 ht 42 lbs. 42lbs D01 23-6-0 2 (1-2PIy) ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-9-1 ht 208lbs. 208lbs D02 23-6-0 1 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 2-8-15 ht 75lbs. 75lbs D03 23-6-0 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-2-15 ht 80lbs. 80lbs V D04 23-6-0 3 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-8-8 ht 73 lbs. 219lbs ® E01 28-6-0 2 (1-2PIy) ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-8-5 ht 266 lbs. 266lbs ® E02 28-6-0 1 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R: 0-3-14 3-8-5 ht 105 lbs. 105 lbs ® E03 28-6-0 1 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 3-8-15 ht 100 lbs. 100lbs E04 28-6-0 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R: 0-3-14 4-2-15 ht 102 lbs. 102 lbs E05 28-6-0 9 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 4-4-0 ht 94lbs. 846lbs E05D 28-6-0 2 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 R:0-3-14 4-4-0 ht 94lbs. 188lbs E06 28-6-0 3 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 R:0-3-14 4-4-0 ht 96lbs. 288lbs Prepared On: 9/11/2023 Print Out On:9/11/2023 1 of 4 TM version: 4.2.7.13 Quote Bu��ders Ship To: Doug F Quote 654 4TH AVE S AppWrt Job No. 3654811 Ship Date OnLine Job No. Quote FirstSource Edmonds, WA P.T. Account Sales No PO Store: Arlington WA Truss Street: 6544TH AVE S Req'rd Engineering Req'rd Layouts 20815 67TH AVE NE City, State: Edmonds, WA Arlington, WA Model/Elev: Fulton Residence 360-925-4155 Options Shipment Roof Sales Rep DOUG FLAIOLE Directions Job Contacts Site Office Mfg Sales Rep Doug Flajole Name Jay Fulton Sales Area Phone 425-827-4470 Dist Center BFS Seattle Fax Estimator Doug.Flajole Designer Marion, Robert Basic Loading/Spacing TCCL, TCDL, BCLL, BCDL Stress Incr. Spacing. Note: Some trusses may differ due Roof: 25, 7, 0, 10 1.15 1 24" o/c Ito location and conditions. Truss ID Type Slope Left Right Stub Heel Height Span Quantity (Depth) Weight/Ply I Total Weight E07 1 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 1-10-10 ht 4-5-8 R: 1-5-4 13 lbs. 13 Ibs E08 7 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 4-4-0 ht 28-2-14 SR: 0-3-2 R:0-3-14 88lbs. 616lbs F01 14-0-0 2 (1-2PIy) ROOF TC: 3 L: 0-3-14 R:0-3-14 1-3-14 ht 109 lbs. 1091bs G01 1 ROOF TC: 3 OH: 1-10-8 OH: 1-10-8 L: 0-3-14 2-2-15 ht 18-0-0 R:0-3-14 60lbs. 601bs G02 18-0-0 3 (1-3Ply) ROOF TC: 3 L: 0-3-14 R:0-3-14 1-11-6 ht 260 lbs. 2601bs HRA 2 ROOF TC: 2.12 OH: 2-10-0 OH: 8-5-2 L: 0-3-14 3-9-3 ht 8-4-5 BC: 2.12 R: 0-7-2 41 lbs. 82lbs HRB 4 ROOF TC: 2.12 OH: 2-10-0 OH: 4-6-13 L: 0-3-14 3-1-0 ht 8-4-5 BC: 2.12 R: 0-7-2 36lbs. 144lbs HRC 2 ROOF TC: 2.12 OH: 2-10-0 OH: 2-9-15 L: 0-3-14 2-9-5 ht 8-4-5 BC: 2.12 R: 0-7-2 341bs. 681bs HRD 1 ROOF TC: 2.12 OH: 2-10-0 OH: 8-1-9 L: 0-3-14 3-8-9 ht 8-4-5 BC: 2.12 R: 0-7-2 41 lbs. 41lbs HIRE 1 ROOF TC: 2.12 OH: 2-10-0 OH: 13-5-6 L: 0-3-14 4-4-1 ht 6-6-15 BC: 2.12 R: 0-7-2 41lbs. 41lbs HRF 2 ROOF TC: 2.12 OH: 2-10-0 L: 0-3-14 1-9-5 ht �- 5-6-6 R: 0-7-2 16lbs. 32lbs HRG 2 ROOF TC: 2.12 OH: 2-10-0 OH: 4-2-15 L: 0-3-14 3-0-5 ht 8-4-5 BC: 2.12 R: 0-7-2 36lbs. 72lbs HR1 1 ROOF TC: 2.12 OH: 2-10-0 L: 0-3-14 1-2-13 ht O 2-5-10 R: 0-7-2 6lbs. 6lbs 101 28 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 1-2-15 ht 1-10-15 R: 0-9-9 6lbs. 168lbs 102 11 ROOF TC: 3 OH: 1-10-8 OH: 2-1-1 L: 0-3-14 1-8-15 ht 3-10-15 R: 1-3-9 14 lbs. 154 Ibs 103 11 ROOF TC: 3 OH: 1-10-8 OH: 0-1-1 L: 0-3-14 2-2-15 ht 5-10-15 R: 1-9-9 16 lbs. 176 Ibs 104 8 ROOF TC: 3 OH: 1-10-8 OH: 1-10-15 L: 0-3-14 2-8-15 ht 6-0-0 1 R:1-9-14 18 lbs. 144lbs 105 2 ROOF TC: 3 OH: 1-10-8 OH: 3-10-15 L: 0-3-14 3-2-15 ht 6-0-0 R:1-9-14 21 lbs. 42lbs 106 1 ROOF TC: 3 OH: 1-10-8 OH: 5-10-3 L: 0-3-14 3-8-12 ht 6-0-0 R:1-9-14 23 lbs. 23lbs 107 11 ROOF TC: 3 OH: 1-10-8 OH: 0-1-1 L: 0-3-14 1-8-15 ht 3-10-15 R: 1-3-9 11 lbs. 121 lbs J08 2 ROOF TC: 3 OH: 1-10-8 OH: 3-0-15 L: 0-3-14 3-0-7 ht 6-0-0 1R:1-9-14 20lbs. 40lbs J09 9 ROOF TC: 3 OH: 1-10-8 L: 0-3-14 1-2-12 ht 1-10-0 R: 0-9-6 6lbs. 541bs 110 1 ROOF TC: 3 OH: 1-10-8 OH: 1-10-3 L: 0-3-14 2-8-12 ht 6-0-0 1R: 1-9-14 18 lbs. 18 lbs Prepared On: 9/11/2023 Print Out On:9/11/2023 2 of 4 TM version: 4.2.7.13 Quote Bu��ders Ship To: Doug F Quote 654 4TH AVE S AppWrt Job No. OnLine Job No. 3654811 Ship Date Quote FirstSource Edmonds, WA P.T. Sales No Account PO Store: Arlington WA Truss Street: 6544TH AVE S Req'rd Engineering Req'rd Layouts 20815 67TH AVE NE City, State: Edmonds, WA Arlington, WA Model/Elev: Fulton Residence 360-925-4155 Options Shipment Roof Sales Rep DOUG FLAIOLE Directions Job Contacts Site Office Mfg Sales Rep Doug Flajole Name Jay Fulton Sales Area Phone 425-827-4470 Dist Center BFS Seattle Fax Estimator Doug.Flajole Designer Marion, Robert Basic Loading/Spacing TCCL, TCDL, BCLL, BCDL Stress Incr. Spacing. Note: Some trusses may differ due Roof: 25, 7, 0, 10 1.15 1 24" o/c Ito location and conditions. Truss ID Type Slope Left Right Stub Heel Height Span Quantity (Depth) Weight/Ply I Total Weight ill1 ROOF TC: 3 L: 0-3-14 1ht 4-0--0- R; 1-3-14 9 lb0 1bs. 916s J121 ROOF TC: 3 L: 0-3-14 1 6-0--0- R; 1-9-14 211b5. 21 lbs. 2116s J13 1 ROOF TC: 3 OH: 1-10-8 OH: 0-9-15 L: 0-3-14 1-8-15 ht 3-10-15 R: 1-3-9 12 lbs. 12 Ibs J14 1 ROOF TC: 3 OH: 1-10-8 OH: 1-2-1 L: 0-3-14 2-2-15 ht 4-8-14 R: 1-6-1 14 lbs. 14 Ibs i1s 2 ROOF TC: 3 L: 0-3-14 1-5-13 ht 8-0-0 (1-2Ply) R: 1-2-8 60lbs. 60lbs J16 4 ROOF TC:3 OH:1-10-8 L: 0-3-14 1-9-4 ht 4-0-0 1 1 1 1 1 R: 1-3-14 11 lbs. 44 Ibs Total Trusses: 338 4-4-1 maxht 6,363lbs Miscellaneous Items: Quantity Item Description 1 HGUS26-2 12ply Hanger (HGUS26-2) 23 HUS26 Hanger HUS26 Accepted By Seller Accepted By Buyer Purchaser: By: By: Title: Truss Pkg: $11,076.90 Title: Tax $0.00 Date Of Acceptance: Address: Total Price: $11,076.90 Phone: Date: Prepared On: 9/11/2023 Print Out On:9/11/2023 3 of 4 TM version: 4.2.7.13 Quote Bu��ders Ship To: Doug F Quote 654 4TH AVE S AppWrt Job No. 3654811 OnLine Job No. Ship Date Quote FirstSource Edmonds, WA P.T. Sales No Account PO Store: Arlington WA Truss Street: 6544TH AVE S Req'rd Engineering Req'rd Layouts 20815 67TH AVE NE City, State: Edmonds, WA Arlington, WA Model/Elev: Fulton Residence 360-925-4155 Options Shipment Roof Sales Rep DOUG FLAIOLE Directions Job Contacts Site Office Mfg Sales Rep Doug Flajole Name Jay Fulton Sales Area Phone 425-827-4470 Dist Center BFS Seattle Fax Estimator Doug.Flajole Designer Marion, Robert Basic Loading/Spacing TCCL, TCDL, BCLL, BCDL Stress Incr. Spacing. Note: Some trusses may differ due Roof: Ito location and conditions. 25, 7, 0, 10 1.15 1 24" o/c Truss ID Type Slope Left Right Stub Heel Height Span Quantity (Depth) Weight/Ply I Total Weight Site specific sales tax must be added if applicable. Pricing subject to shop drawing approval. Final blue prints must be submitted prior to fabrication. Should there be any shortages or inconsistencies whatsoever in this shipment, notify Builders FirstSource within 24 hours. When delivery requires using driveway or entering private property, we do so AT YOUR OWN RISK and WE WILL NOT BE RESPONIBLE for broken walks, driveways or any other damages that may result. Field bracing and installation is NOT the responsibility of the truss fabricator, truss designer nor the plate manufacturer. Design of permanent bracing is the responsibility of the Engineer of Record and not the truss fabricator (ANSI/TPI 1-2014). Truss erector(s) are cautioned to seek professional advice regarding temporary bracing (which is always required to prevent toppling during erection) and permanent bracing (which may be required in specific applications. Refer to SBCA 11x 17 warning sheet and BCSI-1-103). I have reviewed all engineered drawings and truss layout(s). I have compared these drawings to my approved site drawings and confirm compatibility. Dimensions, overhangs, pitches, vault locations, heel heights, wind load, snow load and truss profiles are all correct. There is adequate access for a combination tractor trailer to get to the jobsite for delivery. I guarantee an open area 24' wide x 80' long within 15' of the structure. Clear of power lines, construction material i.e. (lumber, plywood) and other obstructions for truck setup. I approve these engineered truss drawings and truss layout for release to production. This quote subject to Builders FirstSource sales terms, no retainers allowed. THIS QUOTE IS NULL AND VOID IF NOT AGREED TO WITHIN FIFTEEN DAYS AND NOT SHIPPED FROM 15 DAYS OF ACCEPTANCE, SUBJECT TO REPRICE TO CURRENT MARKET PRICING. CRANE TIME POLICY SINGLE SET AND/OR ADDITIONAL CRANE TIME IS AVAILABLE @ $300.00 PER HOUR AND MUST BE SCHEDULED IN ADVANCE. UNSCHEDULED CRANE TIME IS SUBJECT TO AVAILABILITY AND WILL BE CHARGED @ 500.00 PER HOUR, BFS TRUSS RESERVES THE RIGHTS TO GROUND DROP PRODUCT DUE TO UNSAFE OR IMPRACTICAL JOBSITE CONDITIONS. Prepared On: 9/11/2023 Print Out On:9/11/2023 4 of 4 TM version: 4.2.7.13 MiTek MiTek, Inc. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 Re: 3654811 Fulton Residence The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). Pages or sheets covered by this seal: R78270358 thru R78270407 My license renewal date for the state of Washington is September 28, 2025. 7' GMING Z o� wASJU,, NO �w c� �. 54074 �. Zhao, Xiaoming PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, O`R LOCAL REGULATIONS. BY: _0.7� } i'-�' )ATE:02/22/2024 WEsi GaAsi Guut GuNSULTANTS_ INC. NO DCWAO G NOTED MAKE CMAECTIONS AS NOTED O REVISE AND AESUBMT ❑ TW REVIEW IS FOR GENERAL CONFORMANCE WfTH DIRM CONCEPT OWLY ANY DEVIAT*N FROM PLANS OR SPEC KATMNVS NOT CLEMLY NOTED BY CONTRACTOR HAS NOT BEEN RENEWED. REVIEW SHALL NOT CONSTITUTE A C%KETE CHECK OF ALL DETAM.ED DIM6WOOK OR MATERML XWIMTIES REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF CONTRACTUAL REWDI SDItlTY FCR ANY EM M OR DEVIATION FROM CONTRACT RMREWNTS. APRAS I ALL PAGES OF SUBAMiTALS RB ENGINEERS, W. DATE D S gy September 7,2023 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Job Truss Truss Type Qty Ply Fulton Residence R78270358 3654811 A01 CALIFORNIA GIRDER 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:41 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 5-3-4 5110-1,5 9-7-12 14-4-4 18-1-1 1$-8-1,2 24-0-0 , 25-10-8 1-10-8 5-3 4 7-1 3-8-13 4-8-7 3-8-13 -7-1 5-3-4 1-10-8 Scale = 1:45.9 3.00 12 5x8 = 1.5x4 II 3x6 = 5x8 = I� u; Ic; a 4x6 = 20 " 21 22 1 1 23 24 25 1. 26 27 a 28 3x6 = 1.5x4 11 6x12 = 4x5 = 1.5x4 11 5-3-4 9-7-12 14-4-4 18-8-12 24-0-0 5-3-4 4-4-8 4-8-7 4-4-8 5-3-4 Plate Offsets (X,Y)-- [3:0-3-4,0-1-81, [6:0-3-4,0-1-81, [7:0-1-11,Edgej, [11:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.49 10-11 >573 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.85 10-11 >334 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except BOT CHORD 2x4 HF No.2 *Except* 2-0-0 oc purlins (3-6-2 max.): 3-6. 7-11: 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 7=0-5-8 Max Horz 2=21(LC 4) Max Uplift 2=-220(LC 4), 7=-220(LC 5) Max Grav 2=1756(LC 1), 7=1756(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5962/594, 3-4=-8176/890, 4-5=-8176/890, 5-6=-8190/892, 6-7=-5961/594 BOT CHORD 2-12=-564/5760, 11-12=-575/5741, 10-11=-857/8190, 9-10=-556/5740, 7-9=-546/5760 WEBS 3-12=0/360, 3-11=-334/2639, 4-11=-551/181, 5-10=-566/183, 6-10=-336/2653, 6-9=0/358 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 0-9-0 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 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plateO �WNG grip DOL=1.60�FWASIIja- , 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. p psf 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. r 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=220, 7=220. vo 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and Ap ,�,� 54074� q, referenced standard ANSI TPI 1. GIS PEg 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. S G SIGNAL�11 September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270358 3654811 A01 CALIFORNIA GIRDER 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:42 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 134 lb up at 5-11-13, 98 lb down and 82 lb up at 8-0-12, 98 lb down and 85 lb up at 10-0-12, 98 lb down and 74 lb up at 12-0-0, 98 lb down and 85 lb up at 13-11-4, and 98 lb down and 82 lb up at 15-11-4, and 251 It down and 134 lb up at 18-0-3 on top chord, and 97 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-12, 74 lb down at 10-0-12, 74 lb down at 12-0-0, 74 lb down at 13-11-4, 74 lb down at 15-11-4, and 74 lb down at 17-11-4, and 97 lb down at 19-11-4 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-6=-64, 6-8=-64, 2-7=-20 Concentrated Loads (lb) Vert: 13=-208 14=-98 15=-98 16=-98 17=-98 18=-98 19=-208 20=-49(F) 21=-37(F) 22=-37(F) 23=-37(F) 24=-37(F) 25=-37(F) 26=-37(F) 27=-37(F) 28=-49(F) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270359 3654811 A02 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:43 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 7-3-4 7110-15 12-0-0 16-1-1 16-8-12 24-0-0 25-10-8 1-10-8 7-34 -7-1 4-1-1 4-1-1 -7-1 7-3-4 1-10-8 3.00 12 4x6 = 7x8 1.5x4 II 11 10 a 1.5x4 11 4x6 = 3x10 = 7x8 1.5x4 II 4x6 = Scale = 1:45.9 7-3-4 12-0-0 16-8-12 24-0-0 7-3-4 4-8-12 4-8-12 7-3 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.36 9 >803 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.61 9 >474 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins (2-9-13 max.): 3-5. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=26(LC 6) Max Uplift 2=-139(LC 6), 6=-139(LC 7) Max Grav 2=1128(LC 1), 6=1128(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3160/435, 3-4=-3450/518, 4-5=-3450/518, 5-6=-3160/435 BOT CHORD 2-11=-369/3041, 9-11=-373/3028, 8-9=-373/3028, 6-8=-369/3041 WEBS 3-11=0/254, 3-9=-91/699, 4-9=-291/97, 5-9=-92/699, 5-8=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 3-2-1, Exterior(2R) 3-2-1 to 11-7-15, Interior(1) 11-7-15 to 12-4-1, Exterior(2R) 12-4-1 to 20-9-15, Interior(1) 20-9-15 to 22-10-8, Exterior(2E) 22-10-8 to 25-10-8 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 lb uplift at joint(s) except Ot=lb) 2=139, 6=139. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270360 3654811 A03 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:44 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 4-11-5 9-3-4 9T10-1,5 14-1-1 1A-8-12 19-0-11 24-0-0 1-10-8 4-11-5 4-3-15 -7-1 7-1 4-3-15 4-11-5 4x8 3.00 12 6x8 = Scale = 1:43.6 4x6 = l u 9 4x6 = 4x6 = 3x10 = 3x4 = 9-3-4 14-8-12 24-0-0 9-3-4 5-5-8 9-3 4 Plate Offsets (X,Y)-- [5:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.28 8-10 >997 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(CT) -0.54 7-8 >525 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 82 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BOT CHORD REACTIONS. (size) 7=0-5-8, 2=0-5-8 Max Horz 2=36(LC 6) Max Uplift 7=-79(LC 7), 2=-138(LC 6) Max Grav 7=983(LC 1), 2=1129(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2975/430, 3-4=-2616/354, 4-5=-2510/362, 5-6=-2640/371, 6-7=-3042/484 BOT CHORD 2-10=-387/2839, 8-10=-313/2531, 7-8=-444/2916 WEBS 3-10=-367/136, 4-10=0/304, 5-10=-252/225, 5-8=0/308, 6-8=-422/149 Structural wood sheathing directly applied or 2-9-7 oc purlins, except 2-0-0 oc purlins (2-11-11 max.): 4-5. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-2-1, Exterior(2R) 5-2-1 to 18-9-15, Interior(1) 18-9-15 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 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 lb uplift at joint(s) 7 except Qt=lb) 2=138. �0 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �" WASl�ri,. O referenced standard ANSI TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. N\,� 54074 `> �GISTER� s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270361 3654811 B01 California Girder 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:45 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 1 5-3-4 4-10-7 9-2-12 12-6-9 13-2 4 18-5-8 20-4-0 1-10-8 5-3-4 -7-11 3-3-13 3-3-13 -7-1 5-3-4 1-10-8 Scale = 1:36.8 3.00 12 6x8 1.5x4 II 6x8 a v Ir? 0 3x10 = v 1.5x4 11 V 5x8 = v J 1.5x4 11 — 3x10 = 5-3-4 9-2-12 13-2-4 18-5-8 5-3-4 3-11-8 3-11-8 5-3-4 Plate Offsets (X,Y)-- [3:0-3-4,0-2-8),[5:0-3-4,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.37 9 >589 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT) -0.63 9 >343 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except 3-5: 2x4 DF 180OF 1.6E 2-0-0 oc purlins (2-8-0 max.): 3-5. BOT CHORD 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=21(LC 25) Max Uplift 2=-174(LC 4), 6=-174(LC 5) Max Grav 2=1358(LC 1), 6=1358(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4257/410, 3-4=-5229/592, 4-5=-5229/592, 5-6=-4257/411 BOT CHORD 2-10=-386/4101, 9-10=-396/4082, 8-9=-377/4082, 6-8=-367/4101 WEBS 3-10=0/351, 3-9=-248/1320, 4-9=-579/231, 5-9=-249/1320, 5-8=0/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 at joint(s) except Qt=lb) ONUNG 2=174, 6=174. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and 'N WASI�rr,. referenced standard ANSI TPI 1. Lti C> 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 129 lb up at y 5-11-13, 98 lb down and 82 lb up at 8-0-12, 98 lb down and 73 lb up at 9-2-12, and 98 lb down and 82 lb up at 10-4-12, and 221 lb down and 129 lb up at 12-5-11 on top chord, and 97 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-12, 74 lb down at 9-2-12, 74 lb down at 10-4-12, and 74 lb down at 12-4-12, and 97 lb down at 14-4-12 on bottom chord. The design/selection of p 54074� such connection device(s) is the responsibility of others. 10) In face front �O ,�� Q LISTER the LOAD CASE(S) section, loads applied to the of the truss are noted as (F) or back (B). s`SIONAL��G LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270361 3654811 B01 California Girder 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:45 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 5-7=-64, 2-6=-20 Concentrated Loads (lb) Vert: 9=-37(F) 4=-98 11=-179 12=-98 13=-98 14=-179 15=-49(F) 16=-37(F) 17=-37(F) 18=-37(F) 19=-37(F) 20=-49(F) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270362 3654811 B02 California 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:46 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 7-3-4 7 10-15 10-6-9 11-2 q 18-5-8 20-4-0 1-10-8 7-3-4 -7-1 2-7 1-7 -7-1 7-34 1-10-8 Scale = 1:36.8 6x8 \\ 3.00 12 5x6 3x6 = 1.5x4 11 3x4 = 3x6 = 7-3-4 11-2-4 18-5-8 7-3-4 3-11-0 7-3 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.15 2-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.30 2-8 >711 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins (3-11-8 max.): 3-4. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5-8, 5=0-5-8 Max Horz 2=26(LC 6) Max Uplift 2=-119(LC 6), 5=-119(LC 7) Max Grav 2=891(LC 1), 5=891(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2022/338, 3-4=-1900/351, 4-5=-2023/337 BOT CHORD 2-8=-272/1911, 7-8=-276/1900, 5-7=-271/1911 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-2-1, Exterior(2R) 3-2-1 to 15-3-7, Interior(1) 15-3-7 to 17-4-0, Exterior(2E) 17-4-0 to 20-4-0 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=1.60 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 at joint(s) except Ot=lb) 2=119, 5=119. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270363 3654811 B03 Common 3 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, -1-10-8 5-6-3 3.00 F12 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:47 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 9-2-12 12-11-5 18-5-8 1 20-4-0 4x5 = 3x6 — 3x10 — 3x6 — Scale = 1:35.6 9-2-12 18-5-8 9-2-12 9-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.16 2-8 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.34 2-8 >627 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=31(LC 10) Max Uplift 2=-111(LC 6), 6=-111(LC 7) Max Grav 2=891(LC 1), 6=891(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2041/277, 3-4=-1554/184, 4-5=-1554/184, 5-6=-2041/277 BOT CHORD 2-8=-219/1933, 6-8=-219/1933 WEBS 4-8=0/503, 5-8=-516/141, 3-8=-516/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 6-2-12, Exterior(2R) 6-2-12 to 12-2-12, Interior(1) 12-2-12 to 17-4-0, Exterior(2E) 17-4-0 to 20-4-0 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=1.60 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 2-0-0 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) except Qt=lb) 2=111,6=111. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �NjING referenced standard ANSI/TPI 1. O rO� ,� 54074 q� �GISTER� s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270364 3654811 BP1 FLAT 5 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:48 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-7 2 3x4 = 3 2x4 11 1.5x4 11 3x4 — 1-10-7 1-10-7 Scale = 1:9.7 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2018/TP12014 CSI. TC 0.12 BC 0.09 WB 0.12 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 (loc) I/deft Ud n/a 999 n/a 999 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-7 oc purlins, BOT CHORD 2x4 HF No.2 except end verticals. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=1-10-8, 4=1-10-8, 6=1-10-8, 5=1-10-8 Max Horz 1=20(LC 9) Max Uplift 1=-71(LC 43), 4=-384(LC 24), 6=-28(LC 3), 5=-319(LC 25) Max Grav 1=74(LC 24), 4=393(LC 43), 5=365(LC 44) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/441 BOT CHORD 4-5=-474/474 WEBS 2-4=-657/654, 2-5=-328/337 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 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 at joint(s) 1, 6 except Ot=lb) 4=384, 5=319. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss has been designed for a total drag load of 300 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-7 for 300.0 plf. 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type City Ply Fulton Residence R78270365 3654811 BP2 MONO CAL HIP 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:49 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-5-12 4-1-7 1 4-5-7 6-0-0 4x5 3-5-12 6-0-0 3-5-12 2-6-4 Plate Offsets (X,Y)-- [1:0-4-8,0-0-21, [4:0-2-8,0-2-121, [5:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.06 1-6 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.09 1-6 >718 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BOT CHORD REACTIONS. (size) 1=0-5-8, 5=0-5-8 Max Horz 1=29(LC 29) Max Uplift 1=-384(LC 23), 5=-96(LC 32) Max Grav 1=450(LC 44), 5=373(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1631/1646, 2-4=-594/603 BOT CHORD 1-6=-1612/1688, 5-6=-640/634 Scale = 1:11.6 PLATES GRIP MT20 185/148 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-1 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 3-7-8, Exterior(2E) 3-7-8 to 5-10-4 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. 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) 5 except (jt=lb) 1=384. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7) This truss has been designed for a total drag load of 300 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 6-0-0 for 300.0 plf. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 200 lb up at 4-3-4 on top 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-4=-64, 1-5=-20 Concentrated Loads (lb) Vert: 3=-179 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270366 3654811 Got California Girder 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:50 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 , 5-3-4 5-10-1$ 8-0-0 10-1-1 10-8-17, 16-0-0 1-10-8 5-3 4 0-7-11 2-1-1 2-1-1 0-7-11 5-34 4x12 = 3.00 12 3x4 — 4x12 — Scale = 1:30.1 Y I 0 3x10 = 3x4 = 3x4 = 3x10 = 5-3-4 10-8-12 16-0-0 5-3-4 5-5-8 5-3 4 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [3:0-5-15,0-2-0], [5:0-5-15,0-2-0], [6:0-0-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.31 7-8 >615 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.52 7-8 >362 180 BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except BOT CHORD 2x4 DF 180OF 1.6E 2-0-0 oc purlins (2-4-13 max.): 3-5. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-5-8 Max Horz 2=27(LC 4) Max Uplift 6=-120(LC 9), 2=-181(LC 4) Max Grav 6=1135(LC 1), 2=1298(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4010/410, 3-4=-3809/413, 4-5=-3935/443, 5-6=-4127/438 BOT CHORD 2-8=-390/3860, 7-8=-530/4339, 6-7=-405/3984 WEBS 3-8=0/476, 4-8=-699/207, 4-7=-606/207, 5-7=0/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) J1ING 6=120,2=181. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and O referenced standard ANSI TPI 1. C> 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 lb down and 163 lb up at 5-11-13, and 98 lb down and 71 lb up at 8-0-0, and 379 lb down and 163 lb up at 10-0-3 on top chord, and 97 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-0, and 74 lb down at 9-11-4, and 97 lb down at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. p 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0 ��54074 G LOAD CASE(S) Standard S 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 NAL�� Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 5-6=-64, 2-6=-20 September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270366 3654811 C01 California Girder 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:50 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-98 9=-336 10=-336 11=-49(B) 12=-37(B) 13=-37(B) 14=-37(B) 15=-49(B) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270367 3654811 CO2 Common 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), 1-10-8 Arlington, WA-98223, 8-0-0 z nn 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:51 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 16-0-0 5x8 = 3x10 = 1.5x4 11 Scale = 1:29.0 3x10 — 8-0-0 16-0-0 8-0-0 8-0-0 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [4:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.20 5-8 >982 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.33 5-8 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix -AS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF No.2 REACTIONS. (size) 4=Mechanical, 2=0-5-8 Max Horz 2=35(LC 6) Max Uplift 4=-46(LC 7), 2=-99(LC 6) Max Grav 4=665(LC 1), 2=799(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1610/290, 3-4=-1608/288 BOT CHORD 2-5=-238/1528, 4-5=-238/1528 WEBS 3-5=0/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 16-0-0 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=1.60 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �iJ1ING referenced standard ANSI TPI 1. ��+ W�pO IV 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. p, rO� ,� 54074 q� �GISTER� s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270368 3654811 D01 California Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:53 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 1 5-3-4 5110-1,5 9-5-12 , 14-0-4 17-7-1 1$-2-1,2 23-6-0 25-4-8 1-10-8 5-3-4 -7-1 3-6-13 4-6-7 3-6-13 -7-1 5-3-4 1-10-8 3.00 12 5x6 4x5 = 5x8 4x12 4x6 = — — 17 18 — 19 4x6 = 4x5 = 7x8 = 2x4 11 4x5 = Scale = 1:45.1 IM a 5-3-4 9-5-12 14-0-4 18-2-12 23-6-0 5-34 4-2-8 4-6-7 4-2-8 5-3-4 Plate Offsets (X,Y)-- [2:0-5-4,0-0-12], [8:0-5-4,0-0-4], [12:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.38 11-12 >732 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.63 11-12 >436 180 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, BOT CHORD 2x6 DF No.2 *Except* except 8-12: 2x6 DF 240OF 2.0E 2-0-0 oc purlins (4-1-3 max.): 3-7. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=40(LC 4) Max Uplift 2=-218(LC 4), 8=-257(LC 5) Max Grav 2=1516(LC 1), 8=2038(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5124/573, 3-5=-4876/586, 5-6=-7432/857, 6-7=-6957/729, 7-8=-7313/741 BOT CHORD 2-13=-561/4970, 12-13=-830/7424, 11-12=-1000/9325, 10-11 =-1 000/9325, 8-1 0=-688/71 01 WEBS 3-13=-20/822, 5-13=-2776/295, 5-12=-27/491, 6-12=-2180/359, 6-11=-40/801, 6-10=-2534/329, 7-10=-41/1163 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 Qt=lb) 2=218, 8=257. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 134 lb up at 17-6-3 on top chord, and 1020 lb down and 126 lb up at 16-0-14, and 74 lb down at 17-5-4, and 97 lb down at 19-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7'I,"ONUNG Z't September 7,2023 Continued on pageG2 LORRA&§��S)v.§.Vgggq 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270368 3654811 D01 California Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:53 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-4=-64, 3-14=-14, 7-14=-64, 7-9=-64, 2-8=-20 Concentrated Loads (lb) Vert: 16=-209 17=-1020(B) 18=-37(B) 19=-49(B) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270369 3654811 D02 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:54 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f i-1-10-8 7-3-4 7110-115 11-9-0 , 15-7-1 1¢-2-12 23-6-0 25-4-8 1-10-8 7-3-4 -7-1 3- -1 3-10-1 -7-1 7-3-4 1-10-8 3.00 12 3x6 = 4x8 = IV 9 3x4 = 4x8 = 3x4 = 48 = 3x4 = 3x6 = Scale = 1:45.1 7-3-4 16-2-12 23-6-0 7-3-4 8-11-8 7-3-4 Plate Offsets (X,Y)-- [2:0-1-12,Edge], [6:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.27 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.59 8-10 >479 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins (3-2-10 max.): 3-5. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=27(LC 6) Max Uplift 2=-138(LC 6), 6=-138(LC 7) Max Grav 2=1107(LC 1), 6=1107(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2880/400, 3-4=-2765/404, 4-5=-2765/404, 5-6=-2880/400 BOT CHORD 2-10=-331/2761, 8-10=-483/3263, 6-8=-331/2761 WEBS 3-10=0/423, 4-10=-728/163, 4-8=-728/163, 5-8=0/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 3-0-5, Exterior(2R) 3-0-5 to 20-5-11, Interior(1) 20-5-11 to 22-4-8, Exterior(2E) 22-4-8 to 25-4-8 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 lb uplift at joint(s) except Qt=lb) 2=138, 6=138. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7'�0NUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270370 3654811 D03 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:55 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 4-11-5 9-3 4 9 10-1,5 13-7-1 1A-2-12 18-6-11 23-6-0 1-10-8 4-11-5 4-3-15 7-1 3-8-2 7-1 4-3-15 4-11-5 5x6 3.00 12 I = Scale = 1:43.0 4x6 = - 3x10 = 5x10 = 3x4 = 9-3-4 14-2-12 23-6-0 9-3-4 4-11-8 9-3-4 Plate Offsets (X,Y)-- [5:0-4-0,0-1-12], [7:0-1-4,Edge], [9:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.28 8-9 >998 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.57 7-8 >490 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, BOT CHORD 2x4 HF No.2 except WEBS 2x4 HF No.2 2-0-0 oc purlins (3-2-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 7=Mechanical, 2=0-5-8 Max Horz 2=36(LC 6) Max Uplift 7=-77(LC 7), 2=-136(LC 6) Max Grav 7=969(LC 1), 2=1116(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2925/431, 3-4=-2553/351, 4-5=-2447/359, 5-6=-2594/368, 6-7=-3068/495 BOT CHORD 2-9=-388/2790, 8-9=-309/2484, 7-8=-456/2948 WEBS 3-9=-384/138, 4-9=0/299, 5-9=-257/201, 5-8=0/314, 6-8=-497/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-2-1, Exterior(2R) 5-2-1 to 18-3-15, Interior(1) 18-3-15 to 20-5-4, Exterior(2E) 20-5-4 to 23-5-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) G 2=136. AN 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and ANSI TPI 1. referenced standard 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6 _ . ;yl 54074 q� �GISTOL, s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270371 3654811 D04 Common 3 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, -1-10-8 6-5-0 3.00 12 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:56 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 11-9-0 17-1-0 23-6-0 4x5 = Scale = 1:41.5 3x10 = 3x4 = 3x6 = 3x4 = 3x10 = 8-2-5 15-3-11 23-6-0 8-2-5 7-1-5 8-2-5 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [6:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.26 7-9 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(CT) -0.46 6-7 >605 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 2x4 HF No.2 REACTIONS. (size) 6=Mechanical, 2=0-5-8 Max Horz 2=44(LC 14) Max Uplift 6=-67(LC 7), 2=-125(LC 6) Max Grav 6=969(LC 1), 2=1116(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2878/314, 3-4=-2528/257, 4-5=-2596/287, 5-6=-2970/358 BOT CHORD 2-9=-273/2737, 7-9=-188/1898, 6-7=-318/2844 WEBS 4-7=-34/768, 5-7=-502/146, 4-9=-22/691, 3-9=-452/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 8-9-0, Exterior(2R) 8-9-0 to 14-9-0, Interior(1) 14-9-0 to 20-5-4, Exterior(2E) 20-5-4 to 23-5-4 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=1b) 2=125. `�O G 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and 'N WASIlt referenced standard ANSI TPI 1. cti G�. 54074 q� �GISTOL, s`SIGNAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270372 3654811 E01 California Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:57 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 , 7-3-4 7-,10-15 11-5-0 11r912 16-8-4 20-7-1 21-2-12 28-6-0 30-4-8 1-10-8 7-3-4 0-7-11 3-6-1 0 4- 2 4-10-7 3-10-13 0-7-11 7-3-4 1-10-8 3.00 F12 4x6 = 1.5x4 II 3x4 = 3x4 = 3x4 = 6x8 = 2x4 11 3x4 = 2x6 Scale = 1:53.4 7-34 11-9-12 1 16-8-4 21-2-12 23-7-8 , 28-6-0 7-3-4 4-6-8 4-10-7 4-6-8 2-4-12 4-10-8 Plate Offsets (X,Y)-- [2:0-5-4,0-0-81, [8:0-5-15,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.44 13-15 >771 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.73 13-15 >462 180 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except 8-10: 2x4 DF 180OF 1.6E 2-0-0 oc purlins (3-9-7 max.): 3-8. BOT CHORD 2x6 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-14: 2x6 DF 240OF 2.0E WEBS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 9=0-5-8 Max Horz 2=58(LC 4) Max Uplift 2=-158(LC 4), 9=-349(LC 5) Max Grav 2=1723(LC 1), 9=3560(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5682/305, 3-5=-5378/338, 5-7=-7532/503, 7-8=-8522/690, 8-9=-11468/909 BOT CHORD 2-16=-313/5485, 15-16=-441/7532, 13-15=-611/8853, 12-13=-611/8853, 11-12=-626/8515, 9-11=-838/11070 WEBS 3-16=-16/921, 5-16=-2407/227, 5-15=-25/653, 7-15=-1706/204, 7-12=-1009/439, 8-12=-15/910, 8-11=-283/3113 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 Qt=lb) 2=158, 9=349. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 51 lb up at 20-6-3 on top chord, and 2627 lb down and 247 lb up at 23-7-9 on bottom chord. The design/selection of such connection 7'�ONUNG Z't September 7,2023 Cont deity) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270372 3654811 E01 California Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:58 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-4=-64, 4-6=-14, 5-8=-64, 8-10=-64, 2-9=-20 Concentrated Loads (lb) Vert: 11=-2627(B) 17=-53 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270373 3654811 E02 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:05:59 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 , 4-11-5 9-3 4 9-,10 5 14-3-0 18-7-1 1�-2-12 23-6-11 28-6-0 30-4-8 1-10-8 4-11-5 4-3-15 0-7-11 4 4-1 4 4-1 0-7-11 4-3-15 4-11-5 1-10-8 3.00 F12 4x6 = 5x8 = 3x10 = 5x8 = 14 13 12 11 3x10 = 5x8 WB = 1.5x4 11 3x10 = 4x6 = Scale = 1:53.4 a 0Ion 6 9-3-4 14-3-0 19-2-12 28-6-0 9-3-4 4-11-12 4-11-12 9-3 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.47 12 >735 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.80 12 >430 180 BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins (2-8-11 max.): 4-7. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 9=0-5-8 Max Horz 2=45(LC 6) Max Uplift 2=-174(LC 6), 9=-171(LC 7) Max Grav 2=1338(LC 1), 9=1329(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3943/944, 3-4=-3472/1007, 4-6=-3354/1061, 6-7=-3279/761, 7-8=-3400/769, 8-9=-3928/839 BOT CHORD 2-14=-916/3807, 12-14=-993/3886, 11-12=-993/3886, 9-11=-764/3794 WEBS 3-14=-487/95, 4-14=0/518, 6-14=-814/106, 6-11=-837/346, 7-11=-89/567, 8-11=-557/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 7-5-5, Exterior(2R) 7-5-5 to 13-6-3, Interior(1) 13-6-3 to 14-11-13, Exterior(2R) 14-11-13 to 23-5-11, Interior(1) 23-5-11 to 27-4-8, Exterior(2E) 27-4-8 to 30-4-8 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 lb uplift at joint(s) except Ot=lb) 2=174,9=171. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270374 3654811 E03 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:00 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 6-2-2 11-34 11r10-,15 16-7-1 17-2-j2 22-3-14 28-6-0 1 30-4-8 1-10-8 6-2-2 5-1-2 0-7-11 0-7-11 5-1-2 6-2-2 1-10-8 7x8 3.00 12 4x8 = 4x6 = 13 12 11 10 9 4x6 = 1.5x4 11 3x4 = 4x6 = 3x10 = 1.5x4 II Scale = 1:53.4 6-2-2 11-3-4 17-2-12 22-3-14 28-6-0 6-2-2 5-1-2 5-11-8 5-1-2 6-2-2 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [7:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.38 10-12 >875 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.68 10-12 >497 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.17 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins, BOT CHORD 2x4 HF No.2 except WEBS 2x4 HF No.2 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. REACTIONS. (size) 2=0-5-8, 7=0-5-8 Max Horz 2=-36(LC 15) Max Uplift 2=-152(LC 6), 7=-152(LC 7) Max Grav 2=1312(LC 1), 7=1312(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3661/422, 3-4=-3022/405, 4-5=-2899/410, 5-6=-3023/405, 6-7=-3661/422 BOT CHORD 2-13=-360/3493, 12-13=-360/3493, 10-12=-316/2899, 9-10=-360/3493, 7-9=-360/3493 WEBS 3-12=-647/98, 4-12=0/345, 4-10=-267/267, 5-10=0/345, 6-10=-647/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 7-2-1, Exterior(2R) 7-2-1 to 21-3-15, Interior(1) 21-3-15 to 27-4-8, Exterior(2E) 27-4-8 to 30-4-8 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 lb uplift at joint(s) except Qt=lb) 2=152,7=152. O1d1ING 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �� Wt1S O referenced standard ANSI TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 54074 q� �GISTOL, s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270375 3654811 E04 California 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:01 2023 Page 1 ID:6 5MnwoF9nxfWLwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-�-1 -1-10-8 7-2-8 13-3-4 13r10-15 1�5-2-12 21-3-8 28-6-0 1-10-8 7-2-8 6-0-12 -7-1 -7-1 6-0-12 7-2-8 0-8-2 Scale = 1:51.3 6x8 = 4x8 3.00 Fiff 4x6 = 11 1 u 9 6 4x6 = 1.5x4 4x6 = 3x10 = 3x4 1.5x4 II 7-2-8 13-3-4 15-2-12 21-3-8 28-6-0 7-2-8 6-0-12 1-11-5 6-0-12 7-2-8 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.36 10-12 >923 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.63 10-12 >530 180 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 103 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 HF No.2 *Except* 2-0-0 oc purlins (3-4-11 max.): 4-5. 7-11: 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF No.2 REACTIONS. (size) 7=0-5-8, 2=0-5-8 Max Horz 2=47(LC 10) Max Uplift 7=-85(LC 7), 2=-143(LC 6) Max Grav 7=1173(LC 1), 2=1317(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3632/393, 3-4=-2692/352, 4-5=-2561/358, 5-6=-2692/353, 6-7=-3691/434 BOT CHORD 2-12=-347/3461, 10-12=-347/3461, 9-10=-270/2562, 8-9=-389/3521, 7-8=-389/3521 WEBS 3-12=0/278, 3-10=-975/127, 4-10=-1/366, 5-9=-4/362, 6-9=-1037/141, 6-8=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 9-2-1, Exterior(2R) 9-2-1 to 19-3-15, Interior(1) 19-3-15 to 25-3-4, Exterior(2E) 25-3-4 to 28-3-4 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 lb uplift at joint(s) 7 except Qt=lb)G O'N1ING 2=143.0E WAS 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and ANSI TPI 1. J referenced standard 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p rO� ,� 54074 q� �GISTER� s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270376 3654811 E05 COMMON 9 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, -1-10-8 7-8-0 1-10-8 7-8-0 3.00 12 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:03 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-3-0 20-10-0 28-6-0 5x6 = Scale = 1:50.0 a d, 0 3x6 = 3x6 = 3x6 = 3x10 = 3x10 = 9-10-5 18-7-11 28-6-0 9-10-5 8-9-5 9-10-5 Plate Offsets (X,Y)-- [2:0-10-0,0-0-4], [6:0-10-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.34 7-12 >994 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.65 7-12 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF No.2 REACTIONS. (size) 6=Mechanical, 2=0-5-8 Max Horz 2=51(LC 10) Max Uplift 6=-82(LC 7), 2=-134(LC 6) Max Grav 6=1193(LC 1), 2=1321(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3675/390, 3-4=-3232/318, 4-5=-3258/337, 5-6=-3710/416 BOT CHORD 2-9=-342/3538, 7-9=-230/2388, 6-7=-369/3574 WEBS 4-7=-38/955, 5-7=-629/169, 4-9=-31/926, 3-9=-612/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 11-3-0, Exterior(2R) 11-3-0 to 17-3-0, Interior(1) 17-3-0 to 25-6-0, Exterior(2E) 25-6-0 to 28-6-0 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=1.60 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=134. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270377 3654811 E05D COMMON 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 . 7-8-0 3.00 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:04 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-3-0 20-10-0 28-6-0 5x6 — Scale = 1:49.7 3x6 — 3x6 — 3x6 — 4x8 = 4x8 = 9-10-5 18-7-11 28-6-0 9-10-5 8-9-5 9-10-5 Plate Offsets (X,Y)-- [2:0-1-12,Edge], [6:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.34 7-12 >994 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.65 7-12 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF No.2 REACTIONS. (size) 6=Mechanical, 2=0-5-8 Max Horz 2=51(LC 39) Max Uplift 6=-1158(LC 26), 2=-1210(LC 23) Max Grav 6=1560(LC 43), 2=1588(LC 44) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5262/4232, 3-4=-3232/1972, 4-5=-3387/2196, 5-6=-5270/4254 BOT CHORD 2-9=-4113/5291, 7-9=-1409/2388, 6-7=-4102/5299 WEBS 4-7=-99/955, 5-7=-629/201, 4-9=-92/926, 3-9=-612/197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 11-3-0, Exterior(2R) 11-3-0 to 17-3-0, Interior(1) 17-3-0 to 25-6-0, Exterior(2E) 25-6-0 to 28-6-0 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=1.60 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1158, 2=1210. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 8) This truss has been designed for a total drag load of 300 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-6-0 for 300.0 plf. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270378 3654811 E06 Common 3 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, v r'fi1 6 -1-10-8 . 7-8-0 3.00 F12 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:05 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-3-0 20-10-0 28-6-0 1 304-8 5x6 = 3x6 = 3x6 = 3x6 = 4x6 = 4x6 = Scale = 1:51.7 9-10-5 18-7-11 28-6-0 9-10-5 8-9-5 9-10-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.34 8-10 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.62 10-13 >551 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=46(LC 10) Max Uplift 2=-134(LC 6), 6=-134(LC 7) Max Grav 2=1317(LC 1), 6=1317(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3660/379, 3-4=-3218/307, 4-5=-3218/307, 5-6=-3660/379 BOT CHORD 2-10=-312/3523, 8-10=-198/2372, 6-8=-312/3523 WEBS 4-8=-31/926, 5-8=-612/165, 4-10=-31/926, 3-10=-612/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 11-3-0, Exterior(2R) 11-3-0 to 17-3-0, Interior(1) 17-3-0 to 27-4-8, Exterior(2E) 27-4-8 to 30-4-8 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) 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) except Qt=lb) 2=134,6=134. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WAS rO� ,� 54074 q� �GISTER� s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270379 3654811 E07 Monopitch Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:06 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 4-4-0 4-5-8 Scale: 1 "=1' 2x4 11 3 4 3x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 TCDL 7.0 Lumber DOL 1.15 BC 0.14 BCLL 0.0 * Rep Stress Incr YES WB 0.05 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 REACTIONS. (size) 4=4-5-8, 2=4-5-8, 5=4-5-8, 6=4-5-8 Max Horz 2=45(LC 6) Max Uplift 4=-254(LC 1), 2=-76(LC 6), 5=-299(LC 3), 6=-36(LC 10) Max Grav 4=90(LC 10), 2=296(LC 1), 6=602(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-396/321 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.01 1 n/r 180 MT20 185/148 Vert(CT) 0.00 1 n/r 120 Horz(CT) -0.00 4 n/a n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E)-1-10-8 to 1-1-8, Exterior(2N) 1-1-8 to 1-5-8, Corner(3E) 1-5-8 to 4-5-8 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 ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 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) 2, 6 except Qt=lb) 4=254, 5=299. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270380 3654811 E08 COMMON 7 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, -1-10-8 . 7-8-0 3.00712 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:07 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 14-3-0 20-10-0 28-2-14 5x6 = Scale = 1:49.4 3x6 = 3x6 = 3x6 = 4x6 = 4x6 = 9-10-5 18-7-11 28-2-14 9-10-5 8-9-5 9-7-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.36 7-9 >936 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.67 9-15 >509 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix -AS Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF No.2 REACTIONS. (size) 6=Mechanical, 2=0-5-8 Max Horz 2=52(LC 10) Max Uplift 6=-81(LC 7), 2=-134(LC 6) Max Grav 6=1182(LC 1), 2=1310(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3635/386, 3-4=-3191/314, 4-5=-3147/326, 5-6=-3573/403 BOT CHORD 2-9=-339/3500, 7-9=-227/2344, 6-7=-357/3434 WEBS 4-7=-33/888, 5-7=-592/166, 4-9=-31/929, 3-9=-615/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-0, Interior(1) 1-1-0 to 11-3-0, Exterior(2R) 11-3-0 to 17-3-0, Interior(1) 17-3-0 to 25-2-14, Exterior(2E) 25-2-14 to 28-2-14 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=134. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and ONUNG 2� referenced standard ANSI/TPI 1. O F WASIIj, 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. p, 54074 q� �GISTEy-, s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270381 3654811 F01 Hip Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 4-0-0 3.00 12 5x12 M18AHS — 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:08 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 7-0-0 10-0-0 14-0-0 3x10 = 5x12 M18AHS = 3x10 11 7x8 Scale = 1:22.8 4-0-0 7-0-0 10-0-0 14-0-0 4-0-0 3-0-0 3-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0], [4:0-6-0,0-2-0], [6:0-3-12,0-4-12], [8:0-3-12,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.32 7 >507 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.53 7 >305 180 M18AHS 145/140 BCLL 0.0 * Rep Stress Incr NO WB 0.29 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2x6 DF 240OF 2.0E WEBS 2x4 HF No.2 BOT CHORD REACTIONS. (size) 1=0-5-8, 5=0-5-8 Max Horz 1=11(LC 29) Max Uplift 1=-341(LC 4), 5=-322(LC 5) Max Grav 1=4275(LC 1), 5=4035(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12539/995, 2-3=-12565/1000, 3-4=-12452/992, 4-5=-12426/988 BOT CHORD 1-8=-958/12141, 7-8=-1246/15875, 6-7=-1246/15875, 5-6=-942/12031 WEBS 2-8=-175/2777, 3-8=-3538/303, 3-7=-114/2059, 3-6=-3657/311, 4-6=-173/2756 Structural wood sheathing directly applied or 2-5-1 oc purlins, except 2-0-0 oc purlins (2-4-13 max.): 2-4. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc, Except member 8-3 2x4 - 1 row at 0-9-0 oc, member 3-7 2x4 - 1 row at 0-9-0 oc, member 6-3 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=341, 5=322. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270381 3654811 F01 Hip Girder 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:09 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 47 lb up at 4-0-0, 21 lb down and 31 lb up at 6-0-12, and 21 lb down and 31 lb up at 7-11-4, and 108 lb down and 47 Ib up at 10-0-0 on top chord, and 1162 lb down and 101 lb up at 1-9-0, 1162 lb down and 101 lb up at 3-9-0, 34 lb down at 4-0-12, 1162 lb down and 101 lb up at 5-9-0, 34 lb down at 6-0-12, 1162 lb down and 101 lb up at 7-9-0, 34 lb down at 7-11-4, 1162 lb down and 101 lb up at 9-9-0, and 34 lb down at 9-11-4, and 1162 lb down and 101 lb up at 11-9-0 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-4=-64, 4-5=-64, 1-5=-20 Concentrated Loads (lb) Vert: 2=-49(F) 4=-49(F) 8=-17(F) 6=-1179(F=-17, B=-1162) 9=-16(F) 10=-16(F) 11=-1162(B) 12=-1162(B) 13=-1162(B) 14=-17(F) 15=-1179(F=-17, B=-1162) 16=-1162(B) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270382 3654811 G01 California Girder 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:10 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 5-3-4 $-10-1$ 9-0-0 12-1-1 12-8-1? 18-0-0 19-10-8 1-10-8 5-3-4 -7-11 3-1-1 3-1-1 -7-11 5-3-4 1-10-8 3.00 F12 5x8 = 1.5x4 II 5x8 = 4x6 = ' V 1.5x4 11 . V .. 3x10 = . _ . _ 1.5x4 1 4x6 = 5-3-4 9-0-0 12-8-12 18-0-0 5-3-4 3-8-12 3-8-12 5-3 4 Plate Offsets (X,Y)-- [3:0-3-8,0-1-8),[5:0-3-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.26 9 >797 240 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -0.51 9 >417 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BOT CHORD REACTIONS. (size) 2=0-5-8, 6=0-5-8 Max Horz 2=21(LC 32) Max Uplift 2=-180(LC 4), 6=-180(LC 5) Max Grav 2=1093(LC 1), 6=1093(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3124/410, 3-4=-3747/546, 4-5=-3747/546, 5-6=-3124/410 BOT CHORD 2-10=-385/2999, 9-10=-396/2979, 8-9=-377/2979, 6-8=-367/2999 WEBS 3-10=0/345, 3-9=-174/931, 4-9=-410/171, 5-9=-175/931, 5-8=0/345 Scale = 1:36.0 PLATES GRIP MT20 185/148 Weight: 60 lb FT = 20% Structural wood sheathing directly applied or 2-7-11 oc purlins, except 2-0-0 oc purlins (2-6-15 max.): 3-5. Rigid ceiling directly applied or 8-11-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 at joint(s) except Qt=lb) 2=180, 6=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 190 lb up at 5-11-13, 98 lb down and 81 lb up at 8-0-12, and 98 lb down and 81 lb up at 9-11-4, and 144 lb down and 190 lb up at 12-0-3 on top chord, and 97 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-12, 74 lb down at 9-11-4, and 74 lb down at 11-11-4, and 97 lb down at 13-11-4 on bottom chord. The design/selection of such connection 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 5-7=-64, 2-6=-20 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270382 3654811 G01 California Girder 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:10 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-98 13=-98 15=-49(F) 16=-37(F) 17=-37(F) 18=-37(F) 19=-37(F) 20=-49(F) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270383 3654811 G02 California Girder 1 q J Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:12 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-6-15 5-6-8 6-6-3 9-0-0 11-5-13 12-5-8 14-5-1 , 18-0-0 3-6-15 1-11-9 0-11-11 2-5-13 2-5-13 0-11-11 1-11-9 3-6-15 3.00 12 8x12 M18AHS 2x4 11 8x12 M18AHS 6x8 = 8x12 M18AHS = 6x8 = Scale = 1:30.0 3-6-15 5-6-8 9-0-0 12-5-8 14-5-1 18-0-0 3-6-15 1-11-9 3-5-8 3-5-8 1-11-9 3-6-15 Plate Offsets (X,Y)-- [2:0-2-0,0-2-4], [3:0-5-12,Edge], [5:0-5-12,Edge], [6:0-2-0,0-2-4], [9:0-3-8,0-4-8], [10:0-6-0,0-4-8], [11:0-3-8,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.39 10 >546 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.62 10 >338 180 M18AHS 145/140 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 260 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, 3-5: 2x6 DF No.2 except BOT CHORD 2x6 DF 240OF 2.0E 2-0-0 oc purlins (4-10-10 max.): 3-5. WEBS 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-5-8, 7=0-5-8 Max Horz 1=14(LC 8) Max Uplift 1=-847(LC 4), 7=-1388(LC 5) Max Grav 1=6333(LC 1), 7=6583(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19730/2772, 2-3=-21743/3285, 3-4=-24266/4168, 4-5=-24266/4168, 5-6=-23475/5015, 6-7=-21471/4803 BOT CHORD 1-12=-2683/19096, 11-12=-2683/19096, 10-11=-3215/21219, 9-10=-4803/22819, 8-9=-4636/20779, 7-8=-4636/20779 WEBS 2-11=-644/2668, 3-11=-62/1769, 3-10=-1049/3371, 4-10=-38/272, 5-10=-491/1667, 5-9=-954/2856, 6-9=-364/2694, 6-8=-215/411 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 11-3 2x4 - 2 rows staggered at 0-4-0 oc, member 9-5 2x4 - 2 rows staggered at 0-4-0 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 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) except Qt=lb) 1=847, 7=1388. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7'I,"ONUNG Z't September 7,2023 Continued o A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270383 3654811 G02 California Girder 1 q J Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:12 2023 Page 2 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 115 lb up at 6-7-1, 98 lb down and 81 lb up at 8-0-12, and 98 lb down and 81 lb up at 9-11-4, and 362 lb down and 115 lb up at 11-4-15 on top chord, and 1173 lb down and 102 lb up at 1-9-0, 1173 lb down and 102 lb up at 3-9-0, 1173 lb down and 102 lb up at 5-9-0, 1173 lb down and 102 lb up at 7-9-0, 1173 lb down and 102 lb up at 9-9-0, 1173 lb down and 102 lb up at 11-9-0, 1803 lb down and 1178 lb up at 13-3-0, and 1173 lb down and 102 lb up at 13-9-0, and 1173 lb down and 102 lb up at 15-9-0 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 5-7=-64, 1-7=-20 Concentrated Loads (lb) Vert: 12=-1173(B) 11=-1173(B) 13=-344 14=-98 15=-98 16=-344 17=-1173(B) 18=-1173(B) 19=-1173(B) 20=-1173(B) 21=-1173(B) 22=-1173(B) 23=-1173(B) A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270384 3654811 HRA CORNER RAFTER 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:13 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -2-10-0 8-4-5 16-9-7 2-10 8 2 a � � 1 0 0 0 Plate Offsets Scale = 1:39.3 2.12 12 3 8 7 4x5 �4x5�--� 4x5 = 4x6 )� 4x5 = 2.12 F12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 TCDL 7.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 * Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-SH DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.04 2-3 >999 240 MT20 185/148 Vert(CT) -0.05 2-3 >999 180 Horz(CT) -0.00 5 n/a n/a Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except Qt=length) 2=0-7-6. (Ib) - Max Horz 2=82(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) 4, 5 except 2=-147(LC 4), 3=-115(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=485(LC 1), 3=389(LC 1), 5=340(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=147, 3=115. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at ONUNG 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, 18 lb down and 31 lb up at 5-7-7, 64 lb down and 64 lb �+ up at 8-5-6, and 10 lb down and 23 lb up at 11-3-5, and 7 lb down and 23 lb up at 14-1-4 on top chord. The design/selection of �' WASlt,, G 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). p LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Concentrated Loads (Ib)��G vo �� SRC cSS•IOIsAL��G� Vert: 3=-64(B) 7=42(F=21, B=21) 8=-38(B) September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270385 3654811 HRB CORNER RAFTER 4 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:14 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -2-10-0 8-4-5 12-11-2 ax0 I I o.o� 2.12 F12 Scale = 1:31.6 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.05 2-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.05 2-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-7-6, 3=0-2-2, 4=0-2-2 Max Horz 2=71(LC 4) Max Uplift 2=-149(LC 4), 3=-110(LC 8), 4=-38(LC 5) Max Grav 2=485(LC 1), 3=360(LC 1), 4=224(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=149, 3=110. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, 18 lb down and 31 lb up at 5-7-7, 64 lb down and 64 lb up at 8-5-6, and 7 lb down and 23 lb up at 11-3-5, and 3 lb down and 12 lb up at 12-11-2 on 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64 Concentrated Loads (lb) Vert: 3=-64(B) 6=42(F=21, B=21) 7=-38(B) 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270386 3654811 HRC CORNER RAFTER 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, -2-10-0 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:15 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 8-4-5 8-6-13 11-2-4 2.12 F12 Scale = 1:28.1 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.04 2-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-7-6, 3=0-2-2 Max Horz 2=64(LC 4) Max Uplift 2=-150(LC 4), 3=-144(LC 5) Max Grav 2=465(LC 1), 3=517(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=150,3=144. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, and 26 lb down and 45 lb up at 5-7-7, and 64 lb down and 61 lb up at 8-5-6 on 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64 Concentrated Loads (lb) Vert: 3=-64(F) 5=42(F=21, B=21)6=-63(F=-38, B=-25) 7'il,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270387 3654811 HRD CORNER RAFTER 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:16 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -2-10-0 8-4-5 16-5-14 Scale = 1:38.7 2.12 12 i� 4 of o 4x5 = 3 19 `� w 4x5 = 8 N 4x6 II 7 N a 2-10-8 2 4x5 = o 0 � o 4x5 = 2.12 F12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.05 2-3 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.06 2-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except Qt=length) 2=0-7-6, 3=0-4-7. (Ib) - Max Horz 2=82(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) 4, 5 except 2=-147(LC 4), 3=-116(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=488(LC 1), 3=390(LC 1), 5=304(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VuIt=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=147, 3=116. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, and 18 lb down and 31 lb up at 5-7-7, and 64 lb down and 64 lb up at 8-5-6 on 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-64 Concentrated Loads (Ib) Vert: 3=-64(F) 7=42(F=21, B=21) 8=-38(F) 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270388 3654811 HIRE CORNER RAFTER 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:17 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -2-10-0 6-6-15 20-0-5 Scale = 1:46.3 2.12 12 9 10 n 8 IM 7 3x6 = 6 4 5 3 r> 12 2 11 2-10-8 a u? 1 3x6 II cb o b 3x6 11 3x6 II 3x6 11 2.12 F12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 TCDL 7.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 * Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.07 4-6 >762 240 MT20 185/148 Vert(CT) -0.09 4-6 >596 180 Horz(CT) -0.00 9 n/a n/a Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except Qt=length) 2=0-7-6, 4=0-4-7, 6=0-4-7. (Ib) - Max Horz 2=94(LC 25) Max Uplift All uplift 100 lb or less atjoint(s) 4, 6, 7, 8, 9 except 2=-133(LC 4) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 8, 9 except 2=439(LC 1), 4=322(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 8, 9. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 7, 8, 9 except Qt=lb) 2=133. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6, 7, 8, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, and 18 lb down and 31 lb up at 5-7-7, and 7 lb down and 14 lb up at 8-5-6 on 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-64, 9-10=-14 Concentrated Loads (Ib) Vert: 11=42(F=21, B=21) 12=-38(B) N1ING 't �- EWAsrr>- O rO� ,� 54074 q� 1�O+t`�, �GISTER� s`SIONALPl September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270389 3654811 HRF CORNER RAFTER 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 2-10-0 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 TCDL 7.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 * Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-6 Max Horz 2=39(LC 4) Max Uplift 3=-21(LC 8), 2=-123(LC 4) Max Grav 3=112(LC 1), 2=382(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:18 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 5-6-6 3x4 DEFL. in (loc) I/defl Ud PLATES Vert(LL) 0.02 2-3 >999 240 MT20 Vert(CT) 0.02 2-3 >999 180 Horz(CT) -0.00 3 n/a n/a 3x4 = GRIP 185/148 Scale: 3/4"=l' Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VuIt=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Refer to girder(s) for truss to truss connections. 4) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=123. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, and 43 lb down and 95 lb up at 2-9-8 on top 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64 Concentrated Loads (Ib) Vert: 4=42(F=21, 13=21) 7'I,"ONUNG Z't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270390 3654811 HRG CORNER RAFTER 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:19 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -2-10-0 8-4-5 12-7-4 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 TCDL 7.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 * Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 240OF 2.0E REACTIONS. (size) 2=0-7-6, 3=0-2-2, 4=0-4-7 Max Horz 2=68(LC 4) Max Uplift 2=-140(LC 4), 3=-92(LC 13), 4=-102(LC 5) Max Grav 2=465(LC 1), 3=111(LC 1), 4=472(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:29.9 2.12 F12 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.06 2-3 >999 240 MT20 185/148 Vert(CT) -0.06 2-3 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=140, 4=102. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 95 lb up at 2-9-8, 43 lb down and 95 lb up at 2-9-8, 38 lb down and 57 lb up at 5-7-7, 18 lb down and 31 lb up at 5-7-7, and 64 lb down and 63 Ib up at 8-5-6, and 5 Ib down and 23 Ib up at 11-3-5 on 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) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64 Concentrated Loads (lb) Vert: 3=-64(B) 6=42(F=21, B=21) 7=-38(B) September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270391 3654811 HRJ RAFTER 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 2-10-0 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:19 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 2-5-10 Scale = 1:10.5 2.12 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 TCDL 7.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 * Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-6 Max Horz 2=29(LC 6) Max Uplift 3=-83(LC 1), 2=-166(LC 6) Max Grav 3=45(LC 6), 2=419(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.01 2-3 >999 240 Vert(CT) 0.02 2-3 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) * 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=166. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270392 3654811 J01 JACK -OPEN 28 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 TCDL 7.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=29(LC 6) Max Uplift 3=-4(LC 1), 2=-85(LC 6) Max Grav 3=1O(LC 6), 2=264(LC 1), 4=37(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:20 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-15 1-10-15 Scale = 1:7.5 1-10-15 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 185/148 Vert(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270393 3654811 J02 Jack -Open Girder 11 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:21 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-10-15 3.00 12 Scale = 1:15.0 2-2-12 6-0-0 2-2-12 3-9-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 TCDL 7.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=41(LC 4) Max Uplift 3=-46(LC 8), 2=-72(LC 4) Max Grav 3=128(LC 1), 2=352(LC 1), 4=137(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.08 2-4 >831 240 MT20 185/148 Vert(CT) -0.16 2-4 >415 180 Horz(CT) -0.00 3 n/a n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 31 lb up at 3-10-3 on top chord, and 34 lb down at 4-0-12 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-20 Concentrated Loads (lb) Vert: 3=-52(F) 5=-17(F) 7�'p.ONUNG 2�'t 'N 4 WASi,>`-`90 54074 q� �GISTOL, s`SIGNAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270394 3654811 J03 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3.00 12 3x4 \\ 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:22 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 5-10-15 Scale = 1:14.8 2-2-12 2-2-12 6-0-0 3-94 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.07 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.14 2-4 >499 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=55(LC 6) Max Uplift 3=-49(LC 10), 2=-85(LC 6) Max Grav 3=155(LC 1), 2=397(LC 1), 4=114(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 1-7-4, Exterior(2R) 1-7-4 to 5-10-3 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270395 3654811 J04 Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:22 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-0 7-10-15 6-0-0 1-10-15 3.00 12 Scale = 1:18.9 I9 0 2-2-12 2-2-12 6-0-0 3-9 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.07 2-5 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.14 2-5 >499 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-1-8. (lb) - Max Horz 2=68(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-7-4, Exterior(2R) 3-7-4 to 7-10-3 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270396 3654811 J05 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:23 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-0 9-10-15 3.00 12 8 3 Scale = 1:22.8 I9 0 2-2-12 2-2-12 6-0-0 3-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.07 2-6 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.14 2-6 >499 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-1-8, 4=0-1-8. (lb) - Max Horz 2=81(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 5, 2, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 3, 4 except 2=403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 5-7-4, Exterior(2R) 5-7-4 to 9-10-3 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 3, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. rO� ,� 54074 q� �GISTER� s`SIONAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270397 3654811 J06 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 6-0-0 3.00 12 3x4 \\ 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:24 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 11-10-3 9 4 Scale = 1:26.6 I9 0 2-2-12 6-0-0 2-2-12 3-94 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.07 2-7 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.14 2-7 >499 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) 6=Mechanical, 2=0-5-8, 7=Mechanical. (lb) - Max Horz 2=94(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 6, 2, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 3, 4, 5 except 2=403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 7-6-8, Exterior(2R) 7-6-8 to 11-9-7 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 3, 4, 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270398 3654811 J07 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:25 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-10-8 3-10-15 1-10-8 3-10-15 3.00 12 3x4 \\ Scale = 1:11.2 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 2-4 >999 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=41(LC 6) Max Uplift 3=-27(LC 10), 2=-84(LC 6) Max Grav 3=77(LC 1), 2=327(LC 1), 4=74(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270399 3654811 J08 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 TCDL 7.0 Lumber DOL 1.15 BC 0.36 BCLL 0.0 * Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:26 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-0 9-0-15 3.00 12 Scale = 1:21.2 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.07 2-6 >999 240 MT20 185/148 Vert(CT) -0.14 2-6 >499 180 Horz(CT) -0.00 5 n/a n/a Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-1-8, 4=0-1-8. (lb) - Max Horz 2=75(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 5, 2, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 3, 4 except 2=403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-9-4, Exterior(2R) 4-9-4 to 9-0-3 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 3, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270400 3654811 J09 Monopitch 9 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:26 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 2=0-5-8, 4=Mechanical Max Horz 2=32(LC 6) Max Uplift 2=-93(LC 6) Max Grav 2=264(LC 1), 4=34(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:7.1 PLATES GRIP MT20 185/148 Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. N1ING 't �- EWAsrr>- O rO� ,� 54074 q� �GISTER� s`SIONAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270401 3654811 J10 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 TCDL 7.0 Lumber DOL 1.15 BC 0.36 BCLL 0.0 * Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:27 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-0 7-10-3 3.00 12 REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-1-8. (lb) - Max Horz 2=67(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.07 2-5 >999 240 MT20 185/148 Vert(CT) -0.14 2-5 >499 180 Horz(CT) -0.00 4 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-6-8, Exterior(2R) 3-6-8 to 7-9-7 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7 b'OIANG 't September 7,2023 I9 0 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270402 3654811 J11 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 TCDL 7.0 Lumber DOL 1.15 BC 0.14 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 1=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 1=26(LC 6) Max Uplift 1=-11(LC 6), 2=-36(LC 6) Max Grav 1=153(LC 1), 2=116(LC 1), 3=74(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:28 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-10-15 4-0-0 Scale = 1:9.2 Icp 0 3-10-15 4-0-p 3-10-15 1- DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 1-3 >999 240 MT20 185/148 Vert(CT) -0.02 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. )II" NUNG 't 0 54074 q� �GISTOL, s`SIGNAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270403 3654811 J12 MONO TRUSS 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:29 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 6-0-0 6-0-0 6-0-0 Plate Offsets (X,Y)-- [1:0-4-11,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.14 1-3 >483 240 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.24 1-3 >285 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD BOT CHORD 2x6 DF 240OF 2.0E WEBS 2x4 HF No.2 BOT CHORD REACTIONS. (size) 1=0-5-8, 3=Mechanical Max Horz 1=39(LC 7) Max Uplift 1=-126(LC 4), 3=-106(LC 8) Max Grav 1=1193(LC 1), 3=1040(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:12.4 2x4 11 2x4 11 PLATES GRIP MT20 185/148 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=126, 3=106. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1115 lb down and 140 lb up at 2-0-12, and 645 lb down and 66 lb up at 4-0-13 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 1-2=-64 Concentrated Loads (lb) Vert: 4=-1115(F) 5=-645(F) N1ING 't �- EWAsrr>- O rO� ,� 54074 q� 1�O+t`�, �GISTER� s`SIONALPl September 7,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270404 3654811 J13 Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 TCDL 7.0 Lumber DOL 1.15 BC 0.26 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=41(LC 4) Max Uplift 3=-46(LC 8), 2=-79(LC 4) Max Grav 3=128(LC 1), 2=337(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:29 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3-10-15 Scale = 1:12.6 4-8-14 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 185/148 Vert(CT) -0.06 2-4 >916 180 Horz(CT) -0.00 3 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 31 lb up at 3-10-3 on top chord, and 42 lb down at 4-0-12 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=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-20 Concentrated Loads (lb) Vert: 3=-52(F) 5=-21(F) 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.00m Job Truss Truss Type Qty Ply Fulton Residence R78270405 3654811 J14 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:30 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-10-8 4-8-14 5-10-15 Scale = 1:15.2 3 Io 3.00 12 3x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 TCDL 7.0 Lumber DOL 1.15 BC 0.21 BCLL 0.0 * Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-3-2. (lb) - Max Horz 2=55(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=358(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 4-8-14 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-5 >999 240 MT20 185/148 Vert(CT) -0.05 2-5 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E)-1-10-8 to 1-1-8, Interior(1) 1-1-8 to 1-7-4, Exterior(2R) 1-7-4 to 5-10-3 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 54074 q� �GISTOL, s`SI�NAL��G September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270406 3654811 J15 MONO CAL HIP 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 4-0-2 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:31 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 4-7-13 5-8-5 8-0-0 Scale = 1:15.3 �— 17;i—� 5x6 3x4 — 3x6 — 4-0-2 5-8-5 8-0-0 4-0-2 1-8-3 2-3-11 Plate Offsets (X,Y)-- [1:0-4-8,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.26 7 >347 240 MT20 185/148 TCDL 7.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.42 7 >211 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF 240OF 2.0E 2-0-0 oc purlins: 2-4. WEBS 2x4 HF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-5: 2x10 DF SS REACTIONS. (size) 1=0-5-8, 5=Mechanical Max Horz 1=22(LC 4) Max Uplift 1=-180(LC 8), 5=-227(LC 4) Max Grav 1=2033(LC 1), 5=2647(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-5=-272/35 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 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: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 3-6 2x4 - 2 rows staggered at 0-2-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate OWNG grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 01; WASFr:, O 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * for 20.Opsf 2-0-0 Sw G�j 8) This truss has been designed a live load of on the bottom chord in all areas where a rectangle 3-6-0 tall by wide r,Q p will fit between the bottom chord and any other members. CC 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=180, 5=227. p 54074� 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �O ,�� Q referenced standard ANSI TPI 1. GISTER 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. S G NAL�� 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 101 lb up at 4-10-7, and 54 lb down and 60 lb up at 6-0-12 on top chord, and 949 lb down and 97 lb up at 1-4-8, 949 lb down and 87 lb up at 3-4-8, 85 lb down at 4-0-12, 949 lb down and 87 lb up at 5-4-8, and 49 lb down at 6-0-12, and 952 lb down and 83 lb up at 7-7-6 September 7,2023 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. L0ADa§I0)vJ§VUg ;q 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Job Truss Truss Type Qty Ply Fulton Residence R78270406 3654811 J15 MONO CAL HIP 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:31 2023 Page 2 ID:6_SMnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-4=-64, 1-5=-20 Concentrated Loads (lb) Vert: 5=-952(F) 7=-43(B) 9=-141 10=-54 11=-949(F) 12=-949(F) 13=-949(F) 14=-24(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.com Job Truss Truss Type Qty Ply Fulton Residence R78270407 3654811 J16 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Arlington, WA), Arlington, WA - 98223, 1-10-8 3x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 TCDL 7.0 Lumber DOL 1.15 BC 0.14 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IRC2018/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=42(LC 6) Max Uplift 3=-28(LC 10), 2=-84(LC 6) Max Grav 3=80(LC 1), 2=329(LC 1), 4=74(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 8.630 s Jul 28 2023 MiTek Industries, Inc. Thu Sep 7 15:06:32 2023 Page 1 ID:6_5MnwoF9nxfW LwAcheiQSzgfAZ-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 4-0-0 Scale = 1:11.5 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 240 MT20 185/148 Vert(CT) -0.02 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=11 Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 7'i,'OIANG 't September 7,2023 A 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 MiTek" 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 400 Sunrise Ave., Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) Roseville, CA 95661 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents.com) 916.755.3571 / MiTek-US.wm Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION / Center plate on joint unless x, y 12L offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 Joint ID diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. typ• TOP CHORDS 2. Truss bracing must be designed by an engineer. For 1/ rr C1-2 C2-3 wide truss spacing, individual lateral braces themselves �' 16 4 may require bracing, or alternative Tor I 0 WEBS C bracing should be considered. p�� 3. Never exceed the design loading shown and never 20 O stack materials on inadequately braced trusses. U a° _ d U IL 4. Provide copies of this truss design to the building ~ designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-s ce-s all other interested parties. '' plates 0-��sfrom outside BOTTOM CHORDDSS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. Product Code Approvals 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. PLATE SIZE 10. Camber is a non-structural consideration and is the The first dimension is the plate ICC-ES Reports: responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular camber for dead load deflection. to slots. Second dimension is ESR-1988, ESR-2362, ESR-2685, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. ESR-4722, ESL-1388 indicated are minimum plating requirements. LATERAL BRACING LOCATION Design General Notes 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing truss Unless Otherwise shown. 14. Bottom chords require lateral bracing at 10 ft. spacing, if indicated. or less, if no ceiling is installed, unless otherwise noted. Lumber design values are in accordance with ANSI/TPI 1 BEARING section 6.3 These truss designs rely on lumber values 15. Connections not shown are the responsibility of others. established by others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2023 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number/letter where bearings occur. 18. Use of green or treated lumber may y pose unacceptable Min size shown is for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design P n Specification for Metal ® 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. MiTekANSI/TPI DSB-22: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, 1 Quality Criteria. Guide to Good Practice for Handling, 21. The design does not take into account any dynamic Installing, Restraining & Bracing of Metal or other loads other than those expressly stated. Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 1/2/2023