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Approved Plans.jpg0 0 O I4 0 0 0 Door & Window Schedule Bottom Ele Overhead Door Frameouts D1 Sidewall, 10'-0" x 12'-0" 100'-4" LCT✓ �� D2 Sidewall, 10'-0" x 10'-0" 100'-4" JLc?%s c��t, o G D3 Sidewall, CUSTOM 14'-10 1/2" x 8'-0" 100'-4 A--Sidewall Girts Walk Door 6 1� 5- �� �' dIJSJ V�='' / \ D4 Standard 3068 Solid LHIS (2) 2x6 Verticals // \\ Column D5 Standard 3068 Solid RHIS rW-n" n..t Tn n..f of r-'irfe / I n wa S Building Size: 1•0'-0" x 55'-0" x 13'-4" ICH Construction ®rawinas Building Style: Gable ' Buildings® i \ I \ I / �aFZ�ge i J't (�c� I�-6?< .S �fe(�� s�qe, I [.I--- _s - � -A N 1 S� �tc�✓e� I ►�C 0`� - W . r` o v -�a �- o fs- N (til QAC 1=v �2 f o4- o DIAGONALS Out to Out of Columns 40'-0" x 54'-9" = 67'-9 3/4" Out to Out of Girts 40'-3" x 55'-0" = 68'-13/4" Oil Go BRACING LEGEND © 2x4 SPF Wind Bracing FC -B-1 2x4 SPF Comer Bracing JB Jack Bracing ® D -Ring Ridge Safety Anchor �titio r -C (b) 5 S�� General Notes: - Field Verify Location With Customer: Walk Doors In Walls Shown - 12" AH Vented Sidewall Overhangs w/ Birdscreen �P, - *•,�'��T :4S A i 'U!-Tg SOF ANI � IARC% '7`7, C-s' a6 .. � L' u • �r.�CJ' �fla� {L) L..��+` .. �i.. Ji"G O.-�i 6-1E C:r. (_; OF OTHER ORDINANCES OF THIS JUR;Z 10 TiON. Artf A. c r�lJuLCA, 5 tar; C U055 - - Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Scale: 96 Scale = 1'=1/8" Column Schedule 10'-0" 9'-0" 9'-9 3/4" 10'-41/2" 15'-9 3/4" Col # Qty 10'-0" 19'-0" 28'-9 3/4" 39'-2 1/4" 55'-0" Footing Depth C1 17 3 -PLY 2X6 FT S -------`---------------------------- 014"x4" Precast D4 C2 13 3 -PLY 2X6 FT M Zffl 014"x4" Precast 5'-3" C3 8 3 -PLY 2X6 FT M 20' 8' 014"x4" Precast FC -131 C4 4 3 -PLY 2X6 FT M 20' 12' 014"x4" Precast Iq Special Column Anchors - Column Tag Example (C1A) (5) 40' SLC -I I Trusses (4/12) 40' SLC -II Truss (4/12) ., 40' SLC -II Truss{4/12) w/ Girts Plated In :: :: :: w/ Girls Plated In Standard Ridge Cap w/ Profile Vent JB2 _ _ �. _ - _ _ ® - 12' - 12. :: 12' 20' :: :: 10, 2x4 Purlins, SPF @ 24" O.C. CB I I� C1 \\\ C1 C1 CCS(C-00 C2 �� CB 2'-9 3/4" 13'-2 1/4" 151-96/4" 26-2 1/4" 28'-9 3/4" 39'-2 1/4" 47'-0" 55'4" 2'-9 3/4" 10'-4 1/2" 2'-711/2" 10'4 1/2" 1 2'-711/2" 10'-4 1/2" 7'-9 3/4" 8'-0" Building Size: 1•0'-0" x 55'-0" x 13'-4" ICH Construction ®rawinas Building Style: Gable ' Buildings® i \ I \ I / �aFZ�ge i J't (�c� I�-6?< .S �fe(�� s�qe, I [.I--- _s - � -A N 1 S� �tc�✓e� I ►�C 0`� - W . r` o v -�a �- o fs- N (til QAC 1=v �2 f o4- o DIAGONALS Out to Out of Columns 40'-0" x 54'-9" = 67'-9 3/4" Out to Out of Girts 40'-3" x 55'-0" = 68'-13/4" Oil Go BRACING LEGEND © 2x4 SPF Wind Bracing FC -B-1 2x4 SPF Comer Bracing JB Jack Bracing ® D -Ring Ridge Safety Anchor �titio r -C (b) 5 S�� General Notes: - Field Verify Location With Customer: Walk Doors In Walls Shown - 12" AH Vented Sidewall Overhangs w/ Birdscreen �P, - *•,�'��T :4S A i 'U!-Tg SOF ANI � IARC% '7`7, C-s' a6 .. � L' u • �r.�CJ' �fla� {L) L..��+` .. �i.. Ji"G O.-�i 6-1E C:r. (_; OF OTHER ORDINANCES OF THIS JUR;Z 10 TiON. Artf A. c r�lJuLCA, 5 tar; C U055 - - Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Scale: 96 Scale = 1'=1/8" Column Schedule Hole Col # Qty I Description Len ECE Footing Depth C1 17 3 -PLY 2X6 FT S 20' - 014"x4" Precast 5'-3" C2 13 3 -PLY 2X6 FT M 20' - 014"x4" Precast 5'-3" C3 8 3 -PLY 2X6 FT M 20' 8' 014"x4" Precast 5'-3" C4 4 3 -PLY 2X6 FT M 20' 12' 014"x4" Precast Iq Special Column Anchors - Column Tag Example (C1A) A 1 (4) 2x4x8" Treated Anchors MIKE TIMM Floor Plan Drawn By: MRK Job No.: 160845M View: Floor Plan Org. Date: 11-11-16 1 Rev. Date: Page: 1 File: GA ... \160845.dwg m Building Size: Building Style: 1 ,0'-0" x 55'-0" x 13'-4" ICH Gable Im Construction Drawings Buildingv Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Scale: 40 1 DO NOT SCALE *1 MIKE TIMM Section Drawn By: MRK Job No.: 160845M View: Section Org. Date: 11-11-16 Rev. Date: Page: 2 File: G:\...\160845.dwg J U Q E CU U 3 c a) U Color Schedule Roof: Charcoal Gray Wall: Smoke Gray Gable: Smoke Gray Job #: 160845, Name: MIKE TIMM ih N N 55'-0" Top Sidewall 12" Overhang Aluminum Soffit 2" Roof Steel Eave Extension M (V N 2" Roof Steel Eave Extension 12" Overhang Aluminum Soffit 55'-0" Bottom Sidewall Page: Steel Layout 3 Date: I) /b;Jl.ol4 CITY OF 5LAIQ , PLANS SUBMITTAL FORM Permit Number: Address of job site: Description of submittal: P aj Fr r,r /�1Nf�/ Citi %gin. Number of plan sets submitted: Name of person delivering the plans: St 11 Company name of delivery person: 1jc%-,se,,j Loc Phone number of delivery person: q02 K ( C/- io Person we should contact if we have questions about these plans: Contact person: , Company name: Position with company: 01,,nc/ Office Phone number: (yo 1) ���-`lUyv ql Cell Phone number: E -Mail: -+-n -(%st'7 _ II(5—, C,0" S:\Building Dept. FormsTormsTlans Submittal Form-2-9-2012.doe 218 South 16th Street ! Slair, Nebraska k8008 0 402-426-4191 • Fdx 402-426-4195 4 E -mall cWofblair@ci.blair.ne:us 405 Wager Road, Mazoanie, WI 53560 t; C k Mam o Phone: 608-795-2294 �usldingv Fax: 608-795-2534 MIKE AMM, Wick Gable 160845M 40'-0" x 55'-0" x 13'-4" ICH INDEX 11-11-16 Page Detail Page Detail 1 Floor Plan 2 Section 3 Steel Layout 4 Building Trim List 5 Standard Building Specs - In Ground 6 Endwall Column Extensions 7 Column Anchoring 8 Purlin Layout 9 Lower Chord Stabilizers '0 2x4 Wind Bracing 11 Corner Bracing 12 Jack Bracing with JB & JVB Schedule 13 12" Sidewall Overhang 14 Overhang End Trimming 15 OHFO Off Corner 16 OHFO Header 17 Sidewall OHFO 18 Walk Door 19 Roof Safety Anchors 20 Standard Ridge Cap w/ Profile Vent 21 Structural Truss Trim 8 Alpine White 12'-4" UCR TRIM - Rake 4 Alpine White 15'-4" UCR TRIM - Corner 0.5 Alpine White 12'-4" L TRIM - Overhang 0.5 Alpine White 12'-4" J TRIM - Overhang 4.5 Alpine White 12'4" J TRIM - Overhead Door Sidewall 0.5 Alpine White 12'-4" J TRIM - Peak Sign 0.66 Smoke Gray 12'-4" J TRIM - Walk Door 13 Smoke Gray 12'-4" Z TRIM - Below Wall Steel 10 Alpine White 12'-4" 2X6 FACIA COVER - Angle -108 10 Alpine White 12'-0" FJ TRIM - Sidewall Soffit 4 Charcoal Gray 14'-4" RIDGECAP - Angle -140 8 Alpine White 12'-4" 2x6 OHFO JAMB TRIM W/STIFFENER - Overhead Door Sidewall 4.5 Alpine White 12'-4" 2x6 CEILING CLOSURE TRIM - Overhead Door Sidewall Yick uildings' Drawn By: MRK Origin Date: 11-14-16 Revision Date: He: 40 Job No.: 160845 MIKE TIMM Building Trim List Page: 0 .TRUSS J (2) 1/2" BOLTS WITH (4) 1BD NAILS EACH SIDE (8) TOTAL 3 -PLY MIDDLE NOTCHED COLUMN SIDE WALL COLUMN BLOCK NAILED WITH (3) 16D NAILS EACH SIDE PER LF OF BLOCK STANDARD TRUSS TO COLUMN CONNECTION PURLIN # AND SPACING* WING # PURLINS PER BAY SPACING MAIN 22 24" O.C. *ALL PURLINS SPACED FROM BEVELED 2X6 AT EAVE UNLESS NOTED OTHERWISE. (SEE DETAILS) 12 4 TRUSS SUPPORT HEIGHT (INTERIOR CLEAR HEIGHT) TRUSS HEEL *SUPPORT HEIGHT (5) 40' SLC -II (4/12) 15" 113'-4" 40' SLC -II (4/12) W/GIRTS, LEFT 15" 113'-4" 40' SLC -II (4/12) W/GIRTS, RIGHT 15" 113'-4" a.., . 1 W 100'-0" MARK lIN�/�\�/ >����NI EAVE HEIGHT SEE COLUMN �� ' 114'EI *NOTE: FIELD VERIFY ALL HEEL -- - DISTANCES WITH ACTUAL TRUSS _ -°---_ 10" 15" HEELS BEFORE SETTING TRUSSES COLUMN 113'-4" SCHEDULE ... Base Building\Standard Building Specs.dwg CLEAR ❑INTERIOR 4 HEIGHT (ICH) ROWS OF GIRTS *tick � COLUMN SPACED AT _ _ (3) 16D NAILS (2) PLACES O 2'-3 1/$" a a c=n BEVELED PURLIN, (0 GIRT, OR TREATED PLANK* I - a.., . 1 W 100'-0" MARK lIN�/�\�/ >����NI aZ LU WJ SEE COLUMN �� ' 0 w ANCHORING \ \ \ DETAIL _II ' � W z O W U) \/31 SEE U) COLUMN SCHEDULE ... Base Building\Standard Building Specs.dwg View: Std Specs Drawn By: MRK-ldings® *tick Date: 111116 WING 1 3) 16D NAILS 1) EA LAMINATE *TREATED PLANK USES i I 16D GALVANIZED NAILS MIKE TIMM Standard Building Specs - In Ground Page: 160845 5 co co co M ® X X X Fasten With A Total Of (12) 16d Nails. Follow As Per Location & Direction Shown. Fastener Locations: ® One Side X Other Side Nails Installed By Wick Plant Endwall Column Extension (ECE) Outside Plies Middle Ply Endwall Column Extension.dwg Endwall Column Extension (ECE) View: ECE Drawn By: Fastening Detail (*tiCk Wsldirngs� Origin Date: 07 15 09 Scale: 12 Page: Revision Date: Do Not Scale I �33 All Regular Columns en Bays On Building More Than 1-Side/End Open Open Bays On Building More Than 1-Side/End Open & 1 -)Bay Door Columns (i.e. 9',10') Top Collar Bottom Collar Ground Line 8" Concrete Collar I 1=1 III I 1=1 I1111- ❑ —III — Column — 80# Bags Secrete Fill _ _ —III _ ,G umn — Fill Fill = I (2) 2x4xB" or 2x6x8" Treated Anchors _ — �C1-1 =I I I: Attach With 3-10d Galy. Nails (One I I I I I I III I 8" Concrete Collar `T I On Both Sides Of Column I— =1 I I: d 80# Bags Secrete ' .: •, • :"•;..:Colum — 4"x14" Precast Footing =1 — (2) 1/2" x 12" Rebars I, :.. '' `.' : • 4"x14" Precast Ung 4"x14" Precast Footing Endwall Doors Up Through 24' Open Bays On Building More Than 1-Side/End Open en Bays On Building More Than 1-Side/End Open & 2 -Bay Sidewall Door. Columns (i.e. 18',20') / Top & Bottom Collar Concrete Backfill I I III I —III• 8" Conc. a Collar ®� ColumnBags Secrete Column —III I Fill = = Column ❑ =III — (4) 2x4x8" or 2x6x8" Treated Anchors = — Fill =III: Attach With 3-10d Galy. Nails (One 8" Concrete Collar B c ill Hole With Concrete On Each Side Of Column) 80# Bags Secrete 4"x14" Precast Fooling ' (2)112" x 12" Rehars A, 4"x14" Precast Footing 4"x14" Precast Fooli "Si ewall Door Columns (Over 20') Anchoring Nails Detail I—III— III Laminated Column Engineering To Dele ne S ze -III III—I I —I I—I I —III Fill Column _ (2) 2x4x§§�" r 2x6x8" Treated Anchors Atta �(Vith 3-10d Galv. Nails (One On Sides Of Column) (4) 60d Nails (See Detail) ID = '• '.. 80# Bags (Wetted Secrete) ��.�..,; ' ,.,•,•; ': . _ (4) 60d Nails, (1) Nailed Into —� 6"x20" Precast Footing -or- Column On Each Side Engineering Verify Hole Depth On Floor Plan. e' _°x_" Poured Fooling Open Bays On Building Anchoring Rebar Detail & Endwall Doors Wider Than 24' -1 1 Column •II Notes: I—I I I Column Backfilling Holes: Tamp dirt in 8" lifts, 2 2x or 2x6x8" Treated Anchors as dirt is being added to hole. Tamp () 1 1/2" bottom of hole'before placing footing. —I — Attach Wi -10d Galv. Nails (One On ❑ =III Both Sides Of umn) Hole Depth is given from 100'-0" mark to bottom of footing. %r ,,;: ;:, •..:. (2) 80# Bags (Wetted etet 1 1/2" I I, 4"x14" Precast Footing (2)112" x 12" Rebars (4) 60d Nails (See Detail Below) *IZ!ck ldings° Engineering Office: Footing & Anchorage Details 405 Walter Road, P.O. Box 38 Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Drawn By: WS Job No.: View: FOOL&AnChOf Fax: 608-795-2534 Origin Date: 04-22-10 Rev. Date: 1/10/16WS Page: 22 Do Not Scale File: Customer 1(*tick Jorgensen Contracting, InC. WickBui-10-2 16 Mike Timm Jer Jor ensen Date:ry g 10-�0-2016 TIMM 1255 Grant St 530 Front St. Time: 11.16AM 40'-0" x 55'-0" x 13'-4" ICH Blair, NE 68008 ldings Blair, NE 68008 DO NOT SCALE WIND BRACING SCHEDULE WB# Qty Cut Length Cut Angle WB1 2 14'-01/2" 450 W132 2 12'-8 3/4" 510 Building Size: Building Style: Cut Length Cut Angle (*tick ldings 2x4 Windbracing Butts To Top Chord Of Truss n Wind Bracing To Truss Toenail Windbracing To Top Chord With 1-10d Nail. Top Chord Of Truss Attach Wind Bracing To Every Purlin With 1-60d Nail Through The Top Of The Purlin Into The Wind Bracing And With 1-10d Nail Toenailed From The Purlin Into The Wind Bracing. 2x4 Purlin Windbracing n Wind Bracing To Purlin-Option 1 Engineering Office: 307 Walter Road, P.O. Box 38 Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2576 2x4 Purlin 4":J7Windbracing The Wind Bracing May be Attached from Underneath Using (2) 16d Nails into Each Purlin B Wind Bracing To Purlin-Option 2 NOTE: Follow The Wind Bracing Layout As Shown On The Floor Pian. 112 1 DO NOT SCALE MIKE TIi119M 2x4 Wind Bracing urawn oy:MRK IJDD N0' 160845M � °' Origin Date: 11-14-16 Rev. Date: P; Bottom Chord of Truss, _ - Soffit Girt, or Bevel Purlin 2x4 SPF Corner Brace • ' `_ = 3-Ply Column (typ.) 2x6 Girts Treated Plank -17 4" Above 100' Mark Attach Corner Braces At and At Treated Each Girt a Plank With nd 10d Nails I Cut Corner Brace Flush Comer Brace Is Positioned From The Top Of The Highest Cu Side Corner Column At 2x6 Girt Down To The Treated Plank (2" Above 100' Mark) Top and Bottom On All Interior Clear Heights As Indicated On Chart Below. USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT. CORNER BRACING LENGTH CHART In ' lear Height (ICH) Bay 7' " 8'1-4" 9R- 1 10-4" 11-4" 12 131-4" 14 15-14' 16 ' Width" 7'" 8T-11- 9 1" 10]-111 11 -1" 12 -1" 1 - 14 1" 15-11" 16 12' 1 2, 2' 1 1 1 1 1 1 1 1 1 16'' 1 1 1P e?eay 1' 1' 1 1 1�' 1 Corner 16' 1 erd�in Corner Braces Not Required When ICH Is Less Than 10'-4", Unless Specified On Plans. See WBC For Options To Add Or ConvertTo 2x6. Use Two Bay Corner Braces When ICH Is Greater Than 16'-4" 2x4 Comer Bracing Is Installed In All Comer Bays (8 Bays Per Building) Unless A Door Or Window Fall In That Comer .Corner Bracing is Recommended Bay. If So, Install Corner Brace In The Very Next Bay. to be Installed in Opposing Pails PP 9 File: Corner Bracing (Standard).dwg Corner Bracing Detail View' BRACE-32 Drawn By: CD *tillck ldings• Origin Date: 02-08-12 Scale:32Page: Revision Date4/25/14WS Scale = 1'=3/8" I 36" Simpson CS -20 Banding (1) 16d Toe Nail (3) 16d Nails & (7) 1 1/4" Nails in Banding First Interior Truss Sidewall Column Fasten Jack Brace To Truss w/(1) 16d Toe Nail & (3) 16d Nails Truss Girt Line (7)1 1/4" Nails in Banding Sidewall Column 2x4 Jack Brace Nailed Flatwise To 2x6 Jack Brace 2x6 Jack Brace Lapped To Column Endwall Columns Floor Plan View Refer to Floor Plan for Jack Brace Locations. Endwall Truss Endwall Column Extension (6) 16d Nails Endwall Truss & Girt Line f2x4 To Top Of 2x610d Nail Every 16" 2x4 2x6 Section A Buildings With Ceilings Or Ceiling Runners 1. Jack Bracing Is Not Required 2. Jack And Vertical Bracing Is Required. Cut Length P-ICut Angle For Jack & Vertical Bracing - See Specific Details JB - Jack Brace and JVB - Jack & Vertical Brace Schedule Tag ID Qty 2x6 Jack Cut Length 2x6 Cut Angle 2x4 Jack Cut Length' Jack CL Distance Vertical Braces. Btm Chord Top Chord JB1 1 10'-9 3/4" 41° 9'-2 1/4" 19'-9" 20'-9 3/4" N/A JB2 1 12'-4 1/4" 35° 10'-10 1/2" 19'-9"20'-9 3/4" N/A View: MIKE TIMM *Y!ick Drawn By: MRK Jack Bracing with JE & JVE ScheduleI .nOrigin Date: 11-14-16 Scale:No Scale Page: dl gs® Revision Date: JOb#: 160845 Eave Purlin Nailing Eave Purlin Nailing (At Splice) 7 (Continuous) Purlin To Truss (At Purlin Lap) Purlin To Truss (No Lap) 2x4 Purlin / Splice 2x4 Purlin Block Nail Lap With (4)10d Nails (4) 10d Nails (2) Per End. Keep Nails Per End, (3) 16d (3) 16d Within 3" Of Ends 'F (8) Total Nails Nails 60d Nail (6) Total Truss 60d Nail (1) 10d Nail 60< Truss Toenailed From (1) 10d Nail Toenailed From Back Of Top 2x4 Back Of Top 2x4 P I' T E dR t Building Pitch pith Purlins Per Bay 2 ' 3:� 1 3: 2 1 1.01 312 16 40' 4:12 22 '--42L- --4-1:2_. 4: 2 214, 4 ' 4: 2 1' 4: 2 2 54',;SLC1 3: 2 28 54' LC 1 4: 2 # 60' LC 3: 2 3 60' LC 3.512 3 3: 2 3 6' 3.5112 3 9' 3.5,112 3'6 2' M12 0 1' 3:12 4 90' 3:,q2 4. ur in o n of er (1) 60d Nail & (1) 10d Nail Hold Purlin Flush Toenailed From Back Of Note: Maximum Purlin Spacing Is 24" On Center. Number With Edge Of Rafter 2x4 Purlin Of Purlins Per Bay May Change If Building Has An Overhang On The Sidewall. 2x4 Block If Closed Gable Vents. Nail To Purlin Ends With A'"' Filler If 2x6 Beveled Eave Purlin Coli Top Purlin (Continuous In Lir, 7— , I I 2x4 Purlin e V\JI , — cie'n-Rtia:a9 " Building Size: Building Style: �` ick Engineering Office: Pt.9Cili"➢ La�/00,.9t 405 Walter Road, P.O. Box 38 Standard f, Mazomanie, Wisconsin 53560 Phobuildings® Fax: 6: -795-5-2294 Drawn BY: SCH Job No.: Page: PRL Fax: 608-795-2534 Origin Date: 2-90 KH Rev. Date:11/17/10WS g scale: Do Not Scale. File: Purlin Layout (Standard).dwg O2x6 BEVELED PURLIN: RIP T045/8!'& NAIL W/ (2) 16d CICO U, It O2x6 FACIA COVER J �] ALUMINUM) SOFFIT PANEL / 2x4 NAILER O O 2x4 LOOKOUT— / 2x4 STIFFENER OFJ TRIM BIRD '+f A' SCREEN I (3)16d \ ` ,A im—I 1 EAVE HEIGHT STAPLE TACK, TOP & BOTTOM 2x6 NAILER O 10 3/4" ICH SIDE STEEL 6 1�2';. TRUSS INSTALLATION INSTRUCTIONS 1. INSTALL 2X6 SOFFIT GIRT THE SPECIFIED DISTANCE FROM THE EAVE HEIGHT (SEE TABLE DIM "A"). THIS SHOULD BE THE LEVEL LINE FOR INSTALLATION OF THE FJ TRIM FOR THE SOFFIT. 2. INSTALL THE 2X4 LOOKOUT OVER THE TRUSS STATION. ATTACH WITH (3) 16D NAILS TO THE COLUMN, (2) 60D NAILS FROM THE TOP INTO THE TRUSS, AND (1)16D TOE -NAILED THROUGH THE PURLIN. INSTALL THE 1/2"x12" INSULATION STOP (SAME SIZE FOR 12" &15" HEELS) TO THE 2x6 SOFFIT GIRT WITH (4) 2" CAP NAILS PER BAY. START BOTTOM OF INSULATION STOP FLUSH WITH ICH. SHOULD CIRCUMSTANCES DEEM A PURLIN IN THIS AREA, HOLD INSULATION STOP DOWN TO ALLOW FOR A MINIMUM 3" NET OPENING FROM TOP OF INSULATION STOP TO ANY BUILDING ELEMENT Le. PURLINS OR ROOF STEEL. ANY OPENING GREATER THAN 3" IS ACCEPTABLE. BUTT ENDS OF STOP INTO COLUMNS. 3. NOTE: IMPORTANT, VERIFY WIDTH OF BEVELED PURLIN BEFORE INSTALLING. 4. INSTALL THE BEVELED 2X6 WITH (2)16D NAILS. WHERE JOINTS OCCUR A 2X4 BLOCK MAY BE REQUIRED ON THE LOOKOUT FOR 2X6 TO NAIL TO. NAIL 2X6 BEVELED FACIA BOARD TO LOOKOUT WITH (2)16D NAILS. IF AT A SPLICE, NAIL WITH (1)1OD AND (1) 16D NAIL AT EACH END OF THE FACIA BOARD. 5. INSTALL 2X4 STIFFENER BLOCKS IN BETWEEN EACH TRUSS STATION, ONLY IF NEEDED. (TO BE DETERMINED BY THE BUILDER) 6. INSTALL FJ TRIM FOR SOFFIT.TO 2X6 SOFFIT GIRT. ATTACH WITH 1 1/4" STORM GUARDS'AT 18" O.C. SCREWS AT 36" O.C. 7. INSERT THE SOFFIT PANEL INTO THE FJ TRIM, LEAVING ANY IRREGULARITIES IN LENGTH OCCUR AT THE UNDERSIDE OF THE FACIA BOARD. STAPLE THE SOFFIT IN THE PREFORMED RIGID AT &' O.C. 8. INSTALL 2X6 FACIA COVER. TACK TRIM TO TOP OF THE 2X6 BEVELED FACIA BOARD WITH 11/4" STORMGUARDS OR STAPLES (3 PER 12' TRIM). DO NOT INSTALL ANY FASTENERS IN THE FACE OF THE TRIM. FASTEN THE TRIM TO THE SOFFIT PANEL WITH 1" WOODGRIP SCREWS AT EACH MAJOR RIB. USE 1"SCREW AT EACH END OF TRIM (SPLICES) AND ONE IN CENTER OF TRIM. DO NOT OVERTIGHTEN THESE FASTENERS IF REQUIRED THE TRIM MAY HAVE TO BE PREDRILLED TO PREVENT THE FACE OF THE TRIM FROM BUCKLING WHEN FASTENING. 12AHSWOH_BS.dwg ". 12—AH Drawn By: Wick ' ,�, W ick - Buildings® Origin Date: 02-14-00 Revision Date6/2/15WS 12" AH SIDEWALL OVERHANG WITH BIRD SCREEN Scale: 7 Page: Do Not Scale DIMENSION A & B 2112 3'912 3.412 f 4:121 512 2x6 FACIA LINE I � I I 12" OVERHANG A 2 1/4" 3 /8" pp 3 % 8" 4 3/8" 5 �I/2" _ I Loc 00 (ADD 1'-1" TO STEEL) B 3 '/4" 4�/8" 5 /8" � 5 7/8" I I I STAPLE ALUMINUM SOFFIT cO PANELVIEW I I I BIRDSCREEN WIDTH -� O G. 2.e 2x4 @ PURLIN UPPER PURLIN LAP O C,, T (2) 60D TOENAIL (1)16d O2x6 BEVELED PURLIN: RIP T045/8!'& NAIL W/ (2) 16d CICO U, It O2x6 FACIA COVER J �] ALUMINUM) SOFFIT PANEL / 2x4 NAILER O O 2x4 LOOKOUT— / 2x4 STIFFENER OFJ TRIM BIRD '+f A' SCREEN I (3)16d \ ` ,A im—I 1 EAVE HEIGHT STAPLE TACK, TOP & BOTTOM 2x6 NAILER O 10 3/4" ICH SIDE STEEL 6 1�2';. TRUSS INSTALLATION INSTRUCTIONS 1. INSTALL 2X6 SOFFIT GIRT THE SPECIFIED DISTANCE FROM THE EAVE HEIGHT (SEE TABLE DIM "A"). THIS SHOULD BE THE LEVEL LINE FOR INSTALLATION OF THE FJ TRIM FOR THE SOFFIT. 2. INSTALL THE 2X4 LOOKOUT OVER THE TRUSS STATION. ATTACH WITH (3) 16D NAILS TO THE COLUMN, (2) 60D NAILS FROM THE TOP INTO THE TRUSS, AND (1)16D TOE -NAILED THROUGH THE PURLIN. INSTALL THE 1/2"x12" INSULATION STOP (SAME SIZE FOR 12" &15" HEELS) TO THE 2x6 SOFFIT GIRT WITH (4) 2" CAP NAILS PER BAY. START BOTTOM OF INSULATION STOP FLUSH WITH ICH. SHOULD CIRCUMSTANCES DEEM A PURLIN IN THIS AREA, HOLD INSULATION STOP DOWN TO ALLOW FOR A MINIMUM 3" NET OPENING FROM TOP OF INSULATION STOP TO ANY BUILDING ELEMENT Le. PURLINS OR ROOF STEEL. ANY OPENING GREATER THAN 3" IS ACCEPTABLE. BUTT ENDS OF STOP INTO COLUMNS. 3. NOTE: IMPORTANT, VERIFY WIDTH OF BEVELED PURLIN BEFORE INSTALLING. 4. INSTALL THE BEVELED 2X6 WITH (2)16D NAILS. WHERE JOINTS OCCUR A 2X4 BLOCK MAY BE REQUIRED ON THE LOOKOUT FOR 2X6 TO NAIL TO. NAIL 2X6 BEVELED FACIA BOARD TO LOOKOUT WITH (2)16D NAILS. IF AT A SPLICE, NAIL WITH (1)1OD AND (1) 16D NAIL AT EACH END OF THE FACIA BOARD. 5. INSTALL 2X4 STIFFENER BLOCKS IN BETWEEN EACH TRUSS STATION, ONLY IF NEEDED. (TO BE DETERMINED BY THE BUILDER) 6. INSTALL FJ TRIM FOR SOFFIT.TO 2X6 SOFFIT GIRT. ATTACH WITH 1 1/4" STORM GUARDS'AT 18" O.C. SCREWS AT 36" O.C. 7. INSERT THE SOFFIT PANEL INTO THE FJ TRIM, LEAVING ANY IRREGULARITIES IN LENGTH OCCUR AT THE UNDERSIDE OF THE FACIA BOARD. STAPLE THE SOFFIT IN THE PREFORMED RIGID AT &' O.C. 8. INSTALL 2X6 FACIA COVER. TACK TRIM TO TOP OF THE 2X6 BEVELED FACIA BOARD WITH 11/4" STORMGUARDS OR STAPLES (3 PER 12' TRIM). DO NOT INSTALL ANY FASTENERS IN THE FACE OF THE TRIM. FASTEN THE TRIM TO THE SOFFIT PANEL WITH 1" WOODGRIP SCREWS AT EACH MAJOR RIB. USE 1"SCREW AT EACH END OF TRIM (SPLICES) AND ONE IN CENTER OF TRIM. DO NOT OVERTIGHTEN THESE FASTENERS IF REQUIRED THE TRIM MAY HAVE TO BE PREDRILLED TO PREVENT THE FACE OF THE TRIM FROM BUCKLING WHEN FASTENING. 12AHSWOH_BS.dwg ". 12—AH Drawn By: Wick ' ,�, W ick - Buildings® Origin Date: 02-14-00 Revision Date6/2/15WS 12" AH SIDEWALL OVERHANG WITH BIRD SCREEN Scale: 7 Page: Do Not Scale (1) 60d Nail 2x4 Lower Chord Stabilizer (4) 10d Nails When Lower Chord Stabilizer - Crosses Truss, Use (1) 60d Nail (2) 10d Nails Through Top Of Lower Chord \\ Toenailed Stabilizer And (1) 10d Nail Toenailed (1) 60d Nail ._ i To Lower Chord Of Truss �� .\ 2x4 Lc Stab r� Lower Chord { \\ Of Truss I� i i \ When Lower Chord Stabilizers Lap On Truss, \ Use (1) 60d Nail Through Top Of Each Lower ,� I\ I \� I Chord Stabilizer, (4) 10d Nails To Tie Lower �� \ (1) 10d Nail \ Chord Stabilizers Together, And (2) 10d Nails \\ I Toenailed To Lower Chord Of Truss LC Stabilizer.dwg (*tick ldings° "' LCStab Drawn By: JK Origin Date: 12-21-94 Revision Date04/04/13BL Rows * Lower Chord Stabilizers Are To Be Placed 10' O.G. Maximum Unless Specified Otherwise On Construction Drawing Or Truss Drawing. On Buildings With Extra Rows Of Lower Chord Stabilizers Priced In, Lower Chord Stabilizers Are To Be Placed 6' O.C. Max Lower Chord Stabilizers Scale: 64 Scale = 1'=3/16" Page: Scrap 2x Nailer End Of Sidewall Overhang w/NO Endwall Overhan Short Piece Steel Endwall Steel Scrap 2x N; /—J Trim Sidewall Overhang Aluminum VLTrim Steel Sc Soffit w/ Aluminum Overhangs � Endwall Overhang w/NO Sidewall Overhang UCR Trim J Trim J UCR Trim t OHEnffrimming.dwg Wick Buildings Eave Trim 2x6 Beveled Eave Purlin Aluminum Soffit--' -or- Steel Soffit J Trim & L Trim (Aluminum Soffit) -or- JJ Trim (Steel Soffit) OH By: Wick Date: 02-18-00 Scale:. 13 )n Date: 612/15WS Do Not Scale - Eave Trim Short Cut Off Steel Overhang End Trimming Construction Manual Page: Construction Detail Packet Page: - N . 2x6 Traci (2) 2x6 Verticals Overhead Door Jamb Trim Steel (2x6 Column 3 -Ply 2x6 Column Column In Ground UCR-1 Trim L -Bracket Girt Line 2x6 Track Mount Steel ® 3 -Ply 2x6 Column 1x6 Vertical Vertical Overhead Door Jamb Tri 7 3/4%Q, Endwall 9 1/4" O&SIdem 2x6 Track Mount U 3 -Ply 2x6 Column (3) 2x6 erticalsop Overhe oor Jamb Trim -AAA x i --- UCR-1 Trim i Steel — 10" On Endwall 11 1/2" On Sidewall G:\...\OHFOoffComers.dw9 via1°` OH-VOC'orner W' c k Buildings" Draws Br �s i ldi n S® Origin Date: 06-30-09 Scale: L . .. g V Revision Date: DO NOT SCAT A Do Not Use If Bay Space On Adjacent Wall Is Smaller Than The Height Of The Door Column Column On Concrete I I Do Not Use If Bay.Space On Adjacent Wall Is Smaller. Than The Height Of The Door VN 2x6 Column Column In Ground Door ler Than Adjacent Bay Space Also W&Igs For Door With kBeam Overhead Frameout - Off Corner Conelauclion Manual Page: C'onetructioa Detail Packet Page: Header For OHFO Bottom Elev. Qty DA Sidewall, \C ' x_jj� 100'-A" D Sidewall, _'x 11001- " ° Eave Height ° ,•^� F �I $` ICH 3 -Ply 2x6 SYP Cleat () Cleats ° ° ti `� (3) 2x12 SYP Headers • " Header Height --- J -Trim 3 -Ply 2x6 Cleat Ceiling Closure Trim 3 -Ply 24 Column 2x6 Head Jamb 3 -Ply 2x6 Column Section (a)_ Header (3) 2x12 SYP Headers 3 -Ply 2x6 Column 3 -Ply 2x6 Column ick Steel 16d Nails For Each 2x12 Header Girt Line 2x6 Track Nailer ( k1) Grand 'total 16d Nails OHFO Jamb Trim OHFO Side Jamb Section • (� L) -16d Nails For Each 2x12 Header Wick 405 Walter Road, 405 Engineering ItrRoad, Mazomanie, Wisconsin 53560 OHFO 3 -Headers Drawn By: WS Job No.: View: ohfoheader Buildin s® 9 Phone: 608-795-2294 Fax: 608-795-2534 Scale:16 DO NOT SCALE Page: Rev. Date: jOrg. Date:05-06-10 File: G:\...\2x6 OHFO Wood Header.dwg•. spa'-- -- - IN A i F7�0-16d Nails For Each 2x12 Header Header For OHFO Bottom Elev. D21 Sidewall, Y3' x -' 100'- D,'?,l Sidewall, L� Grand Total 16d Nails (_J Cleat Stations 2x6 Cleat (3) 2x12 SYP Heade t \A' --I I i c . Eave Height ^ICH 3 -Ply 2x6 SYP Cleat cyj Header Height 3 -Ply 2x6 Column — Section p Header — (3) 2x12 SYP Headers J Trim Gelling Closure Trim 2x6 Head Jamb 3 -Ply 2x6 Column 2x6 Column Wick Steel Girt Line 2x6 Track Nailer 4C.OHFOJambTdm OHFO Side Jamb Section ( -16d Nails J I I I I J For Each 2x12 Header `lam Engineering OMce: OHFO 3 -Headers Wick 406 Walter Road, Mazomaaie, Wisconsin 63660 Buildings" Phone: 608-796-2294 Drawn By: WS Job No.: View: ohfoheader Pax: 608-796-2634 • Scale: 16 1 DO NOT SraT.>a �v. Date: I Org. Date: 06-06-10 Pile: GA ... \,2x6 0100 Wood Heade=.dwg At top of door opening, cut slit in steel from edge of opening the full width of Side Overhead trim (4-1/0). Hold J -trim out flush to end of side overhead trim (as shown). At end of J -trim put bead of caulk in steel cut if required to make watertight. Back flange of J -Trim Steel Slit ILJIII�I J -Trim 4-1/2" Steel i tops at jamb trimZ-Trim (WB -26) I IIII S Treated Plank Side Overhead Trim (WB -37) down to 100'-0" mark CUT J -TRIM FOR DUTCH CORNERS AS SHOWN. OVERHEAD DOOR FRAMING (w/ 2 or more Headers) 2x12 Header (15) 16d nails unless Cleat S pecified otherwise on Material header attachment detail 2x4 block for solid backing 12" ��\� Steel �� 2x10 Nailer for dutch style comers 12" @ 45 degrees '11- • r -- 2x6 Girt `J -Trim ' (WB -16) 2x4 Top Nailer - Neatly bend flat portion of ceiling closure short distance downward @ 90 or 45 degrees at dutch comers to provide neat comer without caulking. Caulk only if deemed necessary. B 'Side Overhead Trim ('W6-37), Sides Only — Fasten with 1" screw at each girt Z -Trim (WB -26) — Column 100-0'Door bottom elevation (SEE CONTRACT) ------------------------- 2x8 Treated Plank Steel I I J -Trim i I 2x10 Nailer C I Ceiling C d)J Tr' (WB -199) 3/8" Note: Sidewall overhea�Fi is manufactured to extend to the 100' mark as shown. Install as shown. If the frame�Tut bottom elevation is higher than the 100'4" the trim will not reach the 100' mark. In-tkele cases make sure the Side overhead trim extends a minimum of 2" below the Swerffead door bottom elevation and never higher than the Z -trim. J -Trim (WB -16) —B Ceiling Clos m Overhead Door Stop (WB -19) top an by O.H. door supplier dutch corners only SECTION CC IEU��k ldings® Thb bulldinp h tladpned to NY.k Bulldlnph.paapk.lbmmd malabb, Thh phn mn of urea to hulb • Wlell Buadlnp. Th....1 h nnlv.M ler.m nlh.rbupdbp mnrin+rll.n tti J -Trim (WB -16) TOP ONLY Door height from botto elevation designated on contract & spec. sheet. 2x6 Fasten with 1" screws at each girt line Additional Heade s If Required (see header attachment for placement) 2x12 Headers 2x6 Head Jamb stop by O.H. door manufacturer Ceiling Closure Trim SECTION AA (WB -19) top & dutch , corners only. Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Web Site: wvvw.wickbuildings.com Date2/22/10 JDK I Org. Date: 3-90 M shown) 6 Track Mount Overhead door Side Overhead Trim (WB -37), sides only �Q (tack nail @ 36"o.c. with 7d nails) Overhead door stop by O.H. door supplier SECTION BB * = Cut girts to door opening. If a straight edge is required to butt trim to; Add scrap blocking flush with column for alignment. Sidewall OHFO w/LDuteh-Qe-rfter W-i,9R- Drawn By.SCH Job No.: View: OHFO Scale:18 I DO NOT SCALE Page: File: OHFO Sidewall.dwg a■ Extend J -Trim Past Door Frame Approximately 1/4" Butt J -Trim Tight To J Top Of Door Frame 1/4" x 1 1/2" Lag Screws 2 Per Side & Top (16 Total) (Included w/Door) Steel Door Frame Finished Frameout Slit Steel Horizontall, 1 3/4" At Top Comer Edge Of Sidesteel Edgr Frameout w/o Door 2x6 Verticals To 100'-0" Mark Nail To Plank w/(3) 16d Nails Door Frameout (Inside View) 3068 Walk Door.dwg Nail 2x6 Head Jamb To Verticals w/(3) 16d Each Butt 2x6 Verticals To, 2x6 Jamb Nail w/(3) 16d _ I Hold 2x4 Horizontal Flush To Header 14 Nail To Header w/(1) 10d 6" O.C. & To 2x4 Vert w/(3) 16d Each Vert q Jamb Top 1 - Door Frame Door (3)16d Nails, 3 Places, Both Sides x i oA\� Caulk Between Wood Framing - And Metal Threshold Top Of Concrete Floor view: Walkdoor *tick Drawn By: CAHOrigin Date: 12-16-99 ldings° Revision Date 3/6/15WS 2x4 Treated Threshold 100'-0" Nail 2x6 Header To Columns w/(3) 16d & To Sill Top w/ (1)• 10d 6" O.C. Extend J -Trim Beyond Door Frame Approximately 1/4" Fiberglass Insulation (When'Building Is Insulated) Fiberglass Insulation (When Building Is Insulated) 2x4 Frame 2x6 Treated Vertical �— 3 3/4"' B Jamb Sides 1 Fiberglass Insulation Hold Out 2x4 Frame ,4Thickness Of Insulation Rigid Insulation i Treated Vertical Jamb Sides w/Thermax 1 Notes: 1. Inside Of 2x Vert Should Be 3-3/4" From Either Side Of Major Rib. 2. Carefully Read Installation Instructions Sent With Door. 3. Caulk Between Wood Framing And Metal Threshold. 4. Use Scrap Fiberglass Insulation (May Be Supplied By Others) In Door Frame, Only If Building Is Insulated. Engineering List: (1) 3068 Standard -GiH'remimmDoor (2) 2x4x12' SPF (Verify) (1) 2x6 X Bay Size SPF (1) 2x6 X Bay Size SPF �L (2) 2x6 X8' Treated SYP (1) 2x4x40YV Pre -Cut Threshold C1 Threshold (%i) Tube Caulk 1 (YO Ib. 10d Nails (1 Ya) lbs. 16d Nails. (4') J -Trim (Wall Steel Color) 3068 Walk Door Standard -G -Fe ffk ..,,, Scale: 32 Page: Scale = 1'=3/8`1 Standard Ridge Cap Fastened © with 2" Woodgrip Screw - Safety Anchor 12 Pitch Peak Line Anchor. to Ridge Cleat ' Woodgrip Screws I attach 2x4x12" ridge block to Q3 plice block Atte of of p into I 2" Woodgrip Screws Purlins plsti A Splice block . Ridge block splice block on up -hill side i with (8)-10d & (1)-60d INSTALLATION 1.) Determine spacing of roof peak safety anchor. Suggested spacing is second truss station at endwall" (18'-20') then spacing in between not to exceed 40'. 2.) If steel layout interferes with safety anchor at truss station attach ridge cleat using (8)-10d nails on either side of truss. 3.) Place DOUBLE D -RING Safety Anchor ONLY in flat of the steel panel, one on each side of ridge, with both rings equal distance from ridge. Attach.with 2" woodgrip screws into the cleat or truss. 4.) Attach ridge option per details. NOTES Works with roof pitches 2/12 to 12/12 Mount •a minimum of 1 Oft from end of roof.. Connection to anchor must only be made with a locking carbiner or locking snap hook. For, use by only one person only per ring at the same time. Fall protection system must include shock absorber to limit force to 900 lbs or less. Wick`Jr . � 1 1 c Ridge Cap Dy: JAdes Date: 10-16-06 a Date: Attachment of Permanent Roof- Peak Safety Anchor with. Standard Ridge Cap . 6 Con i,, . ioa Mannal Page:C'onstruc±ion DetaA Paget Page: Tl_ -KT—, I \ Ck Ridge Cap 12.5 Fasten Ridge Cap w/. (1) 2" Woodgrip Through Each Major Rib Into Top Perlin 1-1/2" Woodgrip . Next To Each Major Rib Roof Steel (1) 2" Woodgrip Per Sheet At Top Purlin To Position Roof Steel During Installation Note: Engineering Send 2" Woodgrip Screws (Ridge Color). Lengthen Screws If There Is Insulation In The Roof. Place 1" Temp Screw To Id Profile Vent In Place. Don't letely Seat The Screw. 2x4 Blocking Nailed To Perlin With (1) 10d Nail, 24" O. 9 Re emp Screw To ace Vent In Proper Location 12/12 Pitch :: ,StdRidge 12-5 ProfileVent.dwg V` StdRidge *tick Drawn By: TAG ldings` Origin Date: 02-15-01 Revision Date 2/12/1OCA Flo-Thru (Profile Vent) Rolls Out Over Piirlin. Start At One End. Screw In Place w/ (1) 1" Woodgrip At Approximately Every 10' As Needed To Hold In Place For Ridgecap (Drive Screws Level With Major Rib To Maintain Weather Tightness) Hold Down Top Purlin "R' . Distance From Peak Truss 2x4 Purlin PITCH DIM. A ANGLE 2/J2 3 /4" 1° 3/J2 3 /4" 1 0° 3' 4/12 2 3/4" 140° Don't Compress Vent Temp Screw Ridgecap 12.5 Profile Vent 2 " Woodgrip 2x2 Blocking Nailed To Purlin With (1) 6/12 1 3 4" 130° 7/12 1 1 1 0° 8/12 1' 110* 9/ 2 1/ ,� 1 0° I ud Nan, 24 O.C. 10 f 12 1 1 " * 1 0° \ 11 12 1 1 " * 0° 9/12 -11/12 Pitc * 1 12 3/�4" Ridge Cap 12.5 Application, 2x4 Purlins On Edg, With Profile Vent ne: 14 . cU.. _ DO NOT SCALE X1 1 -1 - obTruss Standard SLG1I Leading BRACING TOP CHORD 2-0-0 oc pudins (2-2-0 max). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS. 1 Brace at Jt(s): 5 ruse Type TC Live 54 psF 40 psf '35 psf 30 psf TC Dead 4 psf 4 psf 4 psf 4 psf Qty Ply 18SHS SLC -II 40SLC-II DBL. FINK 1 1 40' SLC -II (4/12) Job Reference (optional) Wick Buildings LLC, Mazomanle, WI, Jeremy Larson 7.250 s Aug 25 2011 MiTek Industries, Inc. Fd Dec 0212:46:322011 Page 1 ID:kDYgOrwBlBgb?G3DZafvxWyS9ES-?OPMo9gcdSEbDd7MUJgTdglcFgrSv?Nac3ZOQyD?Pr 6-7-13. 13-3-14 20-0-0 26.8-2 33-4-3 40-M 6-7-13 6-8-2 6-8-2 6-6-2 6-8-2 6-7-13 U12 II S.1.: 114•-T 4.00F1_2 5 SAO � 4 Sal T 6 7X12 i 7x12 3 3,6 \\ 4 7 316// 2 B T1 T1 1 1 9 �'JJf 1 I4 I.- :{ jjj a 32 B1 ` 15 14 13 12 11 10 12x14 M18SHS= 46 = 7x10 M18SHS= BOB= , B) = 7x10 M'IBSHS= 44= 12x14 M18SHS= 7-11-13 15-11-15 24-0-1 32-0-3 40-0-0 7-11-13 8-0.2 8-0-2 8-0-2 7-11-13 Plate Offsets X 1:0-1-0 0-6.0 [9:0-1-0,0-6-01 LOADING (psf) SPACING 8-0-0 CSI DEFL in (loc) Well Ltd PLATES GWP TCLL 40.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.78 13-15 >609 240 MT20 197/144 TCDL 4.0 Lumber Increase 1.15 BC 0.76 Vert(TQ -1.08 13-15 >440 180 M18SHS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.68 HorzCTQ 0.35 9 n/a n/a BCDL 4.0 Code IBC20091P12007 (Matrix -M) Weight 330 lb FT=20% LUMBER TOP CHORD 2 X 8 SYP M 23 -Except' T1: 2 X 10 SYP M 23 BOT CHORD 2 X 8 SYP M 23 WEBS 2 X 4 SPF 165OF 1.5E *Except* W 3: 2 X 6 SPF 165OF 1.5E WEDGE Left 2 X 4 SPF 1650E 1.5E, Right 2 X 4 SPF 1650E 1.5E Standard SLG1I Leading BRACING TOP CHORD 2-0-0 oc pudins (2-2-0 max). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS. 1 Brace at Jt(s): 5 Spacing 6' O.C. 81 OX. B' O.C, 1010.0 TC Live 54 psF 40 psf '35 psf 30 psf TC Dead 4 psf 4 psf 4 psf 4 psf BC Dead 4 psf 4 psf 4 psf 4 psf Total 52 psf 4$ psf 43 psf 33 psf REACTIONS REACTIONS (Ib/size) 1=758410-5-8 (req. 0-6-4), 9=7584/0.5-8 (req. 0-6-41 FORCES (lb) -Max Comp./Max Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 1-2=16706/0, 2-3=1 5 671 /0, 3-4=-14964/0, 4-5=-12930/0, 5.6=-12931/0, 6-7=1 4 9 6 4 /0, 7-8=1 5 6 71/0, 8-9=16706/0 BOTCHORD 1-15=0/14950,1415=0/134Q9, 13-14=0/13409,12-13=0/10403,11-12=0/13409,10-11=0/13409, 9-10=0/14950 WEBS 2-15=919/0, 4-15=0/1473, 4-13=-2962/0, 5-13=0/3193, 5-12=0/3193, 6-12=-2962/0, 6-10=0/1473, 8-10=-919/0 JOINT STRESS INDEX 1=0.87,1=0:00,2=0.34,3=0.97,4=0.59,5=0.81,6=0.59,7=0.97,8=0.34,9=0.87,9=0.00,10=0.59,11=0.85,12=0.72,13=0.72,14=0.85 and 15=0.59 NOTES (8-9) 1) This truss has been checked for uniform roof live load only, except as noted. 2) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 3) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load, 4) All plates are M720 plates unless otherwise indicated. 5) WARNING: Required bearing size atjoint(s)1, 9 greater than input bearing size. 6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) MiTek Truss Plates have been approved by ICC -ES Evaluation Services. ICC -ES Report Numbers: ESR -1988 (MT20 & MT18HS), ESR -1311 (MT20HS) & ESR -1352 (MT16) 9) This Truss Design is representative of the truss you will receive in your building: The actual plates and lumber sizes on your truss may vary but the loadings listed on this drawing will be met or exceeded. LOAD CASE(S), Standard ' c k �Uildingso Job Truss Truss Type Qty Ply 18SHS SLC -II 40SLC-II DBL. FINK 7 1 49 SLC -II 4/12 Wick Buildings LLC, Mazomanie, WI, Jeremy Larson 7.250 s Aug 25 2011 MiTek Industries, Inc. Fri Dec 0215:18:35 2011 Page 1 ID:kDY OrwBIB b?G3DZaivxW S9ES-N79EWeE98Ve8Cd3MVflh4K tQnKCU VCPNok CzB 6-7-13 13-3-14 20-0-0 , _ _ _ 26-8-2 _ _ _ _ _ _ _ _ 1 33-4-3 40-0-0 6-7-13 6-8-2 6-8-2 6-8-2 6-8-2 6-7-13 • Smle =1:48.6 8x12 II 5 4.00F1_2' 5x7 � 5x7 C . 4 6 7x12 0 7x12 a 3X6 \\ 3 7 3)6// . 2 8 3 T1 T1 1 8 H 1 Im 15 14 13 12 11 10 1204 M18SHS= 4x6 = 7x10 MIBSHS= 8x8 = 8x8 = 7x10 M18SHS= 4x6 = 12x14 MIBSHS= 7-11=13 15-11-15 24-0-1 32-0-3 40-0-0 7-11-13 8-0-2 8-0-2 8-0-2 7-11-13 Overall Truss Height: 7-11-0 Plate Offsets X 1:0-1-0 0-6-0 [9:0-1-0,0-6-01 CONNECTORS 28/MT20-3x6 28/MT20-4x6 28/MT20-5x7 28/MT20-8x8 28/M18SHS-7x10 28/M18SHS-12x14 28/MT20-7x12 14/MT20-8x12 Heel to Peak: 21-6-2 Qty. 7 Span: 40-0-0 Slope: 4.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-4.0-0.0-4.0 Spacing: 8-0-0 o.c. Camber. 5/16 in Weight: 330 Ib Board Feet: 1092.00bft Last saved: October 24, 2011