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1Ji/�P� PAr(0ttw\0ttA 5/ �e • II�G O` � � a 0 N HIA_ a.IIJ �.0b(�.S A+I •,50 �I�A)QCrAVr^ //A r c 11 1 J c C 11-11- rAdu_st v 1_J L I Girt Layout 0CCofAN61( f( — � CTT Pe aK.l ADDRESS � Ob t� • i � r &-r G De��d�ub�tats To be provided prior to Framing Inspeciton APPROVAL AS A RMfLT OF AN INSPECTION '-HALL NOT BE CON' '!ED TO BE AN APPROVAL �- fZuss QC'TA,' OF A VIOLATION OF I HE PROVISIONS OF THE :ODE OR OF OTIiLR ;ORDINANCES OF THIS a P0# TNiI�°sc�OWO 0 v�+�- JURISDICTION. sec4civ.. tool?, /,2 0 ' Building Size: Building Style: �b1'-0" x 90'-0" x 18'-4" ICH Gable Construction Drawings This building is not designed for commercial use or as a residence N Plan North I 0 I Girt Layout Door & Window Schedule Bottom Elev. Qty Overhead Door Frameout D1 I Endwall, 14'-0" x 16'-0" 100' 4" 3 Walk Door D2 I Premium 3068 Solid (1) LHOS (1) RHOS Keyed Alike 2 PERMIT NO Coe s- (� q 0 o c2a�c ✓ju((_at t — Cyr DIAGONALS U Out to Out of Columns �l 51'-0" x 89'-9" = 103'-2 3/4" N6 C d �- 6 �ti �1 B� c Out to Out of Girls ..1 51'-3" x 90'-0" = 103'-6 3/4" pThe columns and footings / 0,v v v a = for this building are not designed �y Qto support a mezzanine / deck.CC Q z p v si' Sal �jpnvl O T' W Cr (n WLL LU Z m 0 APR 16 2018 CITY OF BLAIR NEBRASKA Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Sr`alP• 192 1 Scale = 1'=3/32" General Notes: - Field Verify Location With Customer: Walk Doors In Walls Shown - (3) Rows T&G Plank, Full Perimeter - Remove Wick Wall Steel, Trims and Fasteners - See Steel Layout For Roof Stitch' BUILDING PLANNING PUBLIC WORKS FIRE DEPT (W Column Schedule ' ` `"' — " ' - - — — - — I — — 1 / 9U' -U" UUt 10 UUT UT UIRS ! 4 Hole c� $� ia� D 6 . (.7 9 @ 10'-0"=90'-0" pb Description 10'-0" 20'-0" 30'-0" 40'-0" 50'-0" 60'-0" 70'-0" 80'-0" 90'-0" I ECE Footing at LL ` wp F �-N ' s A `L� ta,& v , 4'-3" C2 4 3 -PLY 2X8 PT M 24' o ------------_--- _ C1B B-2 � B 2 © G\ B 2 � CB 2 C1B o 4'-3" C3 4 LO LO 12' 014"x4" Precast 4'-3" WB2 C2B 3 -PLY 2X8 PT M 24' - 018"x8" Poured (8) 51' SLC Trusses (4712) _ `\ Special Column Anchors - Column Tag Example (C1A) I V� -y VA r-P4'S 0 `r 51' SLC Truss (4/12) 51' SLC Truss (4112) „ SHWL / w/ Girts Plated In o I L t=o?- FDOi`'"g _�hc� 5 �`- . C �W P GU1� �`n' --fig d CD 5 d `�' C r 7 2 F O :F6 !`�� Ridge Lite w/ Profile Dent :: \\� D2 r? N rn /�/ 0 . '1 FJ B-21: - :: JB2- +� ,p n WB1 W81 r � _ - - 00 N j l �/�`../�M'P�"� A A 12' : \\ 12' : 12' : 12' : 12' _ 12' = 12' _ 12' / 12, \\ : 2x4 Purlins, 1650 MSR SPF @ 24" O.C. 2 B2 `O © B_2 \ - Q Q C ' B-2 C4 CB -2 C1 B m 10'-0" 20' 0" 30'-0" 40' 0' 50'-0" 60'-0" 70'-0" 80'-0" 90'-0" 9 @ 10'-0"=90'-0" G De��d�ub�tats To be provided prior to Framing Inspeciton APPROVAL AS A RMfLT OF AN INSPECTION '-HALL NOT BE CON' '!ED TO BE AN APPROVAL �- fZuss QC'TA,' OF A VIOLATION OF I HE PROVISIONS OF THE :ODE OR OF OTIiLR ;ORDINANCES OF THIS a P0# TNiI�°sc�OWO 0 v�+�- JURISDICTION. sec4civ.. tool?, /,2 0 ' Building Size: Building Style: �b1'-0" x 90'-0" x 18'-4" ICH Gable Construction Drawings This building is not designed for commercial use or as a residence N Plan North I 0 I Girt Layout Door & Window Schedule Bottom Elev. Qty Overhead Door Frameout D1 I Endwall, 14'-0" x 16'-0" 100' 4" 3 Walk Door D2 I Premium 3068 Solid (1) LHOS (1) RHOS Keyed Alike 2 PERMIT NO Coe s- (� q 0 o c2a�c ✓ju((_at t — Cyr DIAGONALS U Out to Out of Columns �l 51'-0" x 89'-9" = 103'-2 3/4" N6 C d �- 6 �ti �1 B� c Out to Out of Girls ..1 51'-3" x 90'-0" = 103'-6 3/4" pThe columns and footings / 0,v v v a = for this building are not designed �y Qto support a mezzanine / deck.CC Q z p v si' Sal �jpnvl O T' W Cr (n WLL LU Z m 0 APR 16 2018 CITY OF BLAIR NEBRASKA Engineering Office: 405 Walter Road, Mazomanie, Wisconsin 53560 Phone: 608-795-2294 Fax: 608-795-2534 Sr`alP• 192 1 Scale = 1'=3/32" General Notes: - Field Verify Location With Customer: Walk Doors In Walls Shown - (3) Rows T&G Plank, Full Perimeter - Remove Wick Wall Steel, Trims and Fasteners - See Steel Layout For Roof Stitch' BUILDING PLANNING PUBLIC WORKS FIRE DEPT (W Column Schedule ' U Hole Col # Qty Description Len I ECE Footing Depth C1 4 3 -PLY 2X8 PT S 24' - 014"x4" Precast 4'-3" C2 4 3 -PLY 2X8 PT M 24' 8' 014"x4" Precast 4'-3" C3 4 3 -PLY 2X8 PT M 24' 12' 014"x4" Precast 4'-3" C4 16 3 -PLY 2X8 PT M 24' - 018"x8" Poured 4'-7" Special Column Anchors - Column Tag Example (C1A) A 1 (4) 2x4x8" Treated Anchors 2x4x8" Treated Anchors, (4) 172"x12" Rebars, (2) 80# Bags Sacrete TREMCO HANSELL Floor Plan Drawn By: SB jJob No.: 180058M View: Floor Plan Org. Date: 03-19-18 1 Rev. Date: Page: File: G:\...\180058.dwq Dimensions shown in this layout are specific to Standard Wick Steel. Sidewall and Endwall steel NOT supplied by Top Sidpwall Wick. 211_01, 48,_Q"21 '_0" Roof Stitch @ 24" O.C. (Standard Roof Steel Fastening) Roof Stitch @ 24" O.C. (7 Laps) 4" Roof Steel Eave Extension (7 Laps) / 20,_3" / 20'_3" 21,_3" / 21'_3" /--------------- / 22 -3 r 22'-3" o I 23'-S" N 7'-4" a l / 3„ / 24,_ i 8'-4" 161_0" I � I v25'-3" / / 9'-4" �I w I C / / 26'_3" / / I I 26'_3" I U / m I 27'_3" J 27'_3" m 3 U)27'_9" w u� d) s 27'_9" o a r w m \ U i \ 27'_3" d \ 27'_3" mam Ur- -------- U \ I 266'-3'-3"" \ I 26'-3" I \ I 9'-4" \ 8.4" 16'-0., o I \ 8._4.. 16'-0" I NI N \ NI \\ T-4" w I \ T-4" w I \ I \\ 1 22'-3" 2-3 --------- \\ I 22_3 L--------------- 21' -3" \ 21'-3 " \ 20'-3" \ 20'-3" 4" Roof Steel Eave Extension 21'_0" I 48'-0" 21'-0" Roof Stitch @ 24" O.C. (Standard Roof Steel Fastening) Roof Stitch @ 24" O.C. (7 Laps) (7 Laps) Y m Color Schedule Roof: NON -WICK Wall: NON -WICK 90'-0" Bottom Sidewall I Page: Gable: White Job#: 180058, Name: TREMCO HANSELL Steel Layout TRUSS TRUSS (2) 1/2" BOLTS WITH (8) 51' SLC (4/12) (4) 16D NAILS EACH 51' SLC (4/12) W/GIRTS, LEFT SIDE (8) TOTAL 51' SLC (4/12) W/GIRTS, RIGHT 3 -PLY MIDDLE NOTCHED COLUMN SIDE WALL COLUMN BLOCK NAILED WITH (3) 16D NAILS EACH SIDE PER LF OF BLOCK' TANDARD TRUSS TO JLUMN CONNECTION PURLIN SCHEDULE WING PURLINS PER BAY SEE SECTION FOR MAIN 28 PURLIN SPACING ALL PURLINS ARE SPACED FROM BEVELED 2X6 AT EAVE UNLESS NOTED OTHERWISE. (SEE DETAILS) 12 4 ROWS OF GIRTS �10" 15" 0 x c� LU SEE SECTION x FOR SPACING O R IL CD ' j F- - .. " ..4;'- . ; 100'-0" MARK EAVE HEIGHT 119'-7" 118'-4" INTERIOR CLEAR HEIGHT (ICH) SEE COLUMN ��1 I' �x. o o w ANCHORING \ �t I �j\ w w DETAIL / _ s SEE COLUMN SCHEDULE ... Base Building\Standard Building Specs.dwg view: Std Specs. *IZick Drawn By: SBgWin s® Date: 03-20-18 PEAK PURLIN OFFSET DISTANCE TRUSS SUPPORT HEIGHT (INTERIOR CLEAR HEIGHT) TRUSS HEEL *SUPPORT HEIGHT (8) 51' SLC (4/12) 15" 118'-4" 51' SLC (4/12) W/GIRTS, LEFT 15" 118'-4" 51' SLC (4/12) W/GIRTS, RIGHT 15" 118'-4" WING 1 1 *NOTE: FIELD VERIFY ALL HEEL DISTANCES WITH ACTUAL TRUSS HEELS BEFORE SETTING TRUSSES TREMCO -HANSELL Standard Building Specs - In Ground Page: 5 c'o • X • 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 i _ndwall Column Extension.dwg view: ECE *tick Drawn By: WS Origin Date: 07_155_09 ldings° Revision Date: Endwall Column Extension (ECE) Plies Middle Ply Endwall Column Extension (ECE) Fastening Detail 12 Page: Do Not Scale -E E U � Ec o 00 F• D O OZf ® W U rnQ p � O C m t9 .N- N O O d O• y0 a p - LL. N ELRD 'p N - ❑ m j E U LL 'ao `t r U m a o mo mo A Na nE c�0 j _ - ` g o 0 Or - m Z m n r 11=1 I I I I ". E m Q Z or! m 11=III=III s �' —III=III=1I �'::• � m � N m -9 d m Q C� LLL r U X LU51 ca U.r N C r m Q Z Q v 3 C f c m ui Co .. oU U m -- E W n E O E U rn m U m m m 0 q 0 U m N c mm m c -•m mm XU U IL O o Ed' O 'co Ec o v ao o N a - x c U O -" I X M U o v WL V' W w U LL coN U V x� 0 M CO o II 1111111 �°-sN.� o E �' C) 'o7Nv� a' M o - .� �• o ti G a c (D co mLf) NOX I —III— 11= ❑ t I z m w v a LL O O _ o N T C C U C d a a . N In `p N t N L N U C U Q U Q -p N 1 -O = (n 'O N 1 O QSk dZ E �i��j mZ E m?r m 4 deo mOU o o� m �U o c m So O oli d.� m �� C7 O ID moo WCO LL ?o IpCU rn I7 41 IO lY m V V U pl 5 m O N M V Cl. m (9 E m O ■� iz) X -U N O I/7 a m x CIO- m - U Z I IOC_ E m _ E .9 mw E m c'S L w m o_x or'O M u x — U u. NQO ;it U LL- �QO v -j UJ ii �Q I ip I cv m a E xLrn p J X N L m X CN Q m 4. � III=11 II � II II -1 =III ISI—IIl II . —III=11 �lilllllilllllil Illil- �lillllliillllil Illil- =III=III=111:x`::_.;;`'=• � — �IIIII�IIIII-� �I�Illll�lllllil �•"I• •_ 3 119 o U L 1 \ ' �y O o c N L m m Ci L =aW a 2 rn Z C G W E 00 o c U o o° X o O O _iq0 O �UJ ❑ - rn ma a 14 O. �S w 0 0.6 i S .Qm ZW F- � a map V c a' 0 U m c �4 m m > ci W d y- rn (L zo a � a 0 E E \\ E o u. Z Oo m o Z a Z a c _ u a m o o z mF co 'o'm m ca m Y o a O O` U o J N N �dcp a � C C n. milli W � n.Q ro o ~ c "0� 1 ZZ W 11 LL c a o. Vc- o O F a c oO co ELLLIY c a c� �WS oa 2L N Zv c a' 0 U m c �4 m m > ci W 'N d y- rn (L ui a 0 C: ca r d L U) Z Oo Y o U C) J N m a milli 1 11 �1 'N d y- rn (L ui a 0 C: ca r d L U) Z Oo Y o U C) J N m a o MCD U O MU) CD Lo O c Z O'er v o ` N ON co � N N D) 0W ren rn ai co 0)0 C NM co C: � O O N mLo N O "tO W 2Eau d C m (1) 60d Nail 2x4, Lower Chord Stabilizer (4) 10d Nails (2) 10d Nails / \\ Toenailed t I� Lower Chord When Lower Chord Stabilizer Crosses Truss, Use (1) 60d Nail Through Top Of Lower Chord Stabilizer And (1) 10d Nail Toenailed To Lower Chord Of Truss Use (1) 60d Nail Through Top Of Each Lower Chord Stabilizer, (4) 10d Nails To Tie Lower Chord Stabilizers Together, And (2) 10d Nails I Toenailed To Lower Chord Of Truss \ I \ I I i 2x4 Lower Chord Stabilizers 3 - t,l' O.C. Maximum * -Ile: LC Stabilizer.dwg *Y!ick ldings• J Rows (1) 60d Nail 2x4 Lc Stab (1)10d Nail * Lower Chord Stabilizers Are To Be Placed 10' O.C. Maximum Unless Specified Otherwise On Construction Drawing Or Truss Drawing. On Buildings With Extra Rows Of Lower Chord Stabilizers Priced In, Loer Chord Stabilizers Are To Be Placed 6' O.C. wMax Lower Chord, Stabilizers view: LCStab Drawn By: JK Origin Date: 12-21-94 Scale: 64 Revision Dateb4/04/13BL Scale = 1'=3/16" 2 F- fb \0 C: C) : \/ 2 / ƒ] a) ¥{ Eo _ Q 2t/ \\/ TJ Co d 3#G \ e E7 X / �E\ =a w ee� # �§\ 2Gz 04 K](D ° c$ \jC � (<a - / -j (0 \ /\_\ �» °4 \/� c IL f\§ � / §,LL ~ m77 \ co \/Q r\\ <ez 0 WE � 2 0 � % - CY) c 0 �v o LL � $ C � O $ E .. 0 W = �- 0 U) O LL < b : y ■ a) ¥{ Eo 2t/ co 2\/ d -j U O 2 �E\ � ee� # { 2Gz 04 K](D ° c$ m O � (<a WE � 2 0 � % - CY) c 0 �v o LL � $ C � O $ E .. 0 W = �- 0 U) O LL < b : y ■ O � j 2 g 3 � qla � A a) Eo LO d -j U O w 3 U m O £ - / -j (0 JT-U 3 c � 2 O � j 2 g 3 � qla � A 4" Above 100' Mark -Attach Corner Braces At Corner Brace Is Positioned From The Top Of The Highest Each Girt and At Treated Cut Corner Brace Flush 2x6.Giit Down To The Treated Plank (4" Above 100' Mark) Plank With (4) 10d Nails To Side Of Column At On All Interior Clear Heights As Indicated On Chart Below. Top and Bottom USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT. TWO BAY CORNER BRACING LENGTH CHART Interior Clear Height (ICH) Bay_-#�-- L_ 18'-4" - - Aridth - - - 10' 1 Bottom Chord of Truss, Soffit Girt, or Bevel Purlin (2)112' (2)L2' (2) 2' (2) 12' (2) 2' (2) 12' (2) 114 k41114 (2) 4' (2) 14' (2) 14' 2 14' (2) 14' (2) 14' 2x4 SPF Two Corner Brace Bay • (2) t 6' (2) 6' (2)116' 3 -Ply Column (typ.) Use Two Bay Corner Braces When 2x4 Corner Bracing Is Installed In All Corner Bays (8 Bays ICH Is Greater Than 16'-4" - • Corner Bracing is Recommended to be Installed in Onaosinq Pairs 2x6 Girls _ Treated Plank = = 4" Above 100' Mark -Attach Corner Braces At Corner Brace Is Positioned From The Top Of The Highest Each Girt and At Treated Cut Corner Brace Flush 2x6.Giit Down To The Treated Plank (4" Above 100' Mark) Plank With (4) 10d Nails To Side Of Column At On All Interior Clear Heights As Indicated On Chart Below. Top and Bottom USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT. e: Corner Bracing (Two Bay).dwg view: BRACE 32 *Itick Drawn By: CD Origin Date: 02-08-12 ldmgs� Revision Date4/25/14WS Two Bay Corner Bracing Detail e: 32 Scale = T=3/8" TWO BAY CORNER BRACING LENGTH CHART Interior Clear Height (ICH) Bay_-#�-- L_ 18'-4" - - Aridth - - - 7- - - 10' 1 •(2 10' 1 (410' xSe �h9/e e h9le e dyC �i'C or�er8 orderer rdoin9 `'olg9 (2)112' (2)L2' (2) 2' (2) 12' (2) 2' (2) 12' (2) 114 k41114 (2) 4' (2) 14' (2) 14' 2 14' (2) 14' (2) 14' (2) 4' C(2)1 - (2) '14' (2).14' (2) 4' (2) 14' (2).16' (2) 16' (2) t 6' (2) 6' (2)116' Use Two Bay Corner Braces When 2x4 Corner Bracing Is Installed In All Corner Bays (8 Bays ICH Is Greater Than 16'-4" Per Building) Unless A Door Or Window Fall In That Corner Bay. If So, Install Corner Brace In The Very Next Bay. • Corner Bracing is Recommended to be Installed in Onaosinq Pairs e: Corner Bracing (Two Bay).dwg view: BRACE 32 *Itick Drawn By: CD Origin Date: 02-08-12 ldmgs� Revision Date4/25/14WS Two Bay Corner Bracing Detail e: 32 Scale = T=3/8" 36" Simpson 7191, 1 1/4" Nails in Banding Refer to Floor Plan for CS -20 Banding (7) 2x4 Jack Cut Length Jack CL Distance Vertical Braces Jack Brace Locations. �M) 16d Toe Nair Nail 2x4 To Top Of 2x6 1 16d Nails & w/(1) 10d Nail Every 16" 10'-111/2" 1 1/4" Nails 3" q N/A in Banding Offset 12'-6" 36° 11'-0" Endwall Truss First Interior Truss N/A JV131 2 11'-2 1/4" Endwall Column Extension 9'-10 1/2" 2x6 Jack Brace 14'-0 1/2" 2x8x7'-6" JVB2 (6) 16d Nails Sidewall Column 2x4 Jack Brace 2 Up On 13'-8114" Bott m hord Nail 2x4 To Top Of 2x6 w/(1) 10d Nail Every 16" Side View 2x4 2x6 2x4 Jack Brace Nailed Section A Flatwise To 2x6 Jack Brace Fasten Jack Brace To Truss w/(1) 16d Toe Buildings With Ceilings Or Ceiling Runners Nail & (3) 16d Nails��MJack Endwall 1. Jack Bracing Is Not Required Truss 2. Jack And Vertical Bracing Is Required. Truss Brace B7 &Girt Line Lapped To Column Cut Length Girt Line il� Sidewall Column Endwall A - �ut Angle Floor Plan View 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 12'-51/2" 360 10'-111/2" 20'-3" 21'-41/4" N/A J132 3 12'-6" 36° 11'-0" 20'-5114" 21'-61/2" N/A JV131 2 11'-2 1/4" 26° 9'-10 1/2" 13'-3 3/4" 14'-0 1/2" 2x8x7'-6" JVB2 1 11'-3" 27° 9'-111/4" 13'-8114" 14'-51/4" 2x8x7'-71/2" File:. View: TREMCO HANSELL *twlck Drawn By: SB Jack Bracing with JB & JVB Schedule ldings® Origin Date: 03-27-18 Scale: NO Scale Page: Revision Date: Job#' 180058 I I 'q,1 r m W o'or)c c m 3 r U a. (1) N 3 v o a U p J N J M LL w =10°0 ro W ca G v •(u .... Z m Y N p Va) O O Z Q = h[V II o C N 0 CL d c N 0 CL d oho- m x x000 - q It M N cU N N Oto O '- ro U N V Z W C O m Q � . . , . . . . . . . . ,cu • ` I I I I I m I I •I I I I I I I m U N I i I• w .I I I N 1 I I• I I I ti ti OR 1. w O a N I I I I •I I I C7 0� tao1 u=j I I �� v I 1• O N co .I I N • I 'o UJ "O I I M I I I co C (OD I I I 0I cam C • I O N (O o) • I I I I I I I I c0 _ I II OQj-Q 0LO N� !F=(u C� O�I�u� I 1 I I Q I I I C c p r I I I roCDo •I I I I m O C co •I I I I I I I I 1 'm LoN O X c 0 rot (6 I n.w ❑ a) m C/) c o` o. 0) R CLCo Q U O a - N r O V N l6 c I O 5cv, C U N W m Q U N cr,° m ! ro N N CUC d — C O U Ul U. I •� p. C7 o p 0 N (n o Q a N U ° X I LL LL (n N C (D a co I. 1 t°y m J - p � N ro m a=a mawn m p cum Q. Na M N 2 IL c 4; U ` N rn U o ro 3 al N U Q� `� N ro c v Q 3 v o @ w Co o. r m U W c m \ N X1, N C c f• U) o [O C7 EU N X O LL ro U o 0 U m L X ~ O (2) 2x6 Vertical Brace Endwall Truss 2x4 OHFO - Top Nailer 3 -Ply Column Door Header (2) 16d Nails From Girt Into Each Vertical Brace 2x6 Girt, Header–j I (—2x6x9" Scrap Block 24" O.C. Or Top Chord Vertical Brace * Use (3) 10d Nails in From Each Side Of Vertical Brace To Attach. Connection: Vertical Brace To Girts Headers And Top Chord. (2) 2x6 Vertical Brace (4)16d Nails Eac.. Side (8 Total) _ c4 And 2x6 Jack Brace Connection: Jack Brace To Vertical Brace. le: Jack & Vertical (OHFO).dwg View: JACK *'tick Drawn By: Pdkgs°ldinOrigin Date: 12.22.97 S `' Revision Date:06/09/09WS 2nd Truss Jack Brace 2x6 And 2x4 * Endwall Doors 12' Wide And Under Require NO Jack And Vertical Brace. * Endwall Doors Over 12' Wide Require Jack And Vertical Braces No More Than 8'-0" Apart. ** Note: Commercial Building Jack And Vertical Bracing Should Not Exceed The Endwall Bay Spacing As Shown In The Calcs. (2)16d Nails Toenailed 2� CS -20 Simpson A Steel Banding (3)16d Nails I L rd russ A Connection: Jack Brace To Top Chord Of 2nd Truss. Nail 2x4 To Top Of W. With (1) 10d Nail Every 16" 2x4 2x6 Section A -A Steel Banding: Use CS -20 Simpson Banding As Strapping. Extend Banding 24" Down Jack Bracing And To Edge Of Top Chord Of. Truss. Nail w/ (6) 1 1/4" Stormguards At Each Area: Along Top 2x4 Of Jack Bracing And At Top Chord Of Truss. Jack & Vertical Bracing For OHFO 50 Page: r Do Not Scale `") �s•E •��� =m€ as €a $ d N ° ° amNEo- mYnNIL ��m Er 3N d — d°'ao m °' O a) ern€o mit^ �_ W N a IIFa • v w ¢r�.v •c .ycn a m Q C _ C 0 O U !A • 0 O co 0 NI o U c d Z Z O o x X CL ca n (] W m R m w co _ • a 4- to � ca J ' oT o3z vro ns Q Q' G 3 aj uS v `o U a � C15 LL n m in n z ^ron co U)aa O O N • LO co O • L N Q a O (UVE UN M de N m OL • N W N N J 0 2 K ' • U Co M O O a U y O N O CO m m o. • L ([S co t LU IL LL ui td • (%� Q N t o • Wx N#LL a� roa3�o U • US J oro (Sq iV U ISL � d 8n. ca n o� —m m y ac t o crony da a= nm wN ro°' �o yN 3iD m m it: nw=v •ca 12o�x `oo on -03 v.�o. u`I m tO�K n cm ¢ P 0 o oc. 3 ui N M > a o. 3 (v •- �� E E y d D 2 R F� <m z rn x� U- Mn.agIL m 9 y _ a a o IL M r o W o ro ro tNU 3 N Ew o 2 ,, 3n w ro C tg t �6 -�• in LU 3 �� I o X N J c�f°p X m ami I c � ES, N _ r °E Q co .0 X -o 0 w 1 E Ul -_ — _ m (U`Q t cV 3 m °� A E > ti v m km x _ ro Q •6 L rnN( X N o E o ID O C -o v ro c N O Q OE m Q a E ai io 0 z G LL O O 0 0 w T IY w O i o M. m c o to z m o U Foy - N F - x �t o` 00. 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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 Door Frame I Vertical �--- 3 3/4" B Jamb Sides 1 Fiberglass Insulation Hold Out 2x4 Frame Thickness Of Insulation ®--- Rigid Insulation Door Frame , I A f'-- 2x6 Treated Vertical B 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 Or Premium Door (2) 2x4x12' SPF (1) 2x6 X Bay Size SPF (1) 2x6 X Bay Size SPF (2) 2x6 X8' Treated SYP (1) 2x4x40Y4' Pre -Cut Threshold (y) Tube Caulk ()/) Ib. 10d Nails (1 Y4) lbs. 16d Nails X2 Y myY11 III -SOL'Lo ' (1) L190S (1) rWO'S Caulk Between Wood Framing And Metal Threshold view: Waikdoor Drawn By: CAH Origin Date: 12-16-99 Revision Date3/6/15WS Of Concrete Floor 2x4 Treated Threshold 100'-0" (Verify) c1 Threshold 111'v 3068 Walk Door Standard or Premium Scale: 32 Page: jj Scale = 1'=3/8"' l - ®24" Fiberglass Ridgelite Safety Anchor Attach splice block per standard details i Attach 2x4 ridge cleat to truss station if truss lands on major rib Add (1) Extra Ridge Cleat Per (2) Safety Anchors 2" Woodgrip Screws Ridge Cleat Purlins 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.) Toe -nail ridge cleat with (1)-16d nail to purlin to hold it in place and fasten to truss with (2)-60d nails at every truss station. If steel layout interferes with safety anchor at truss station attach another ridge cleat using (8)-10d nails on either'side of first cleat. 3.) Place SINGLE 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, align holes of both brackets so that all holes have a screw going into the supporting blocks & purlin. 4.) Attach ridge option per details. NOTES - Works with roof pitches 2/12 to 12/12 - Mount a minimum of 10ft from end of roof. Connection to anchor must only be made with a locking carabiner 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. ick Buildings° v'ew: Ridge Cap Drawn By: MildeS Origin Date: 10-16-06 Revision Date: 6-14-17 SB Attachment of Permanent Roof Peak Safety Anchor with 24" Ridgelite 6 Do Not Scale (1) 2" Stormguard Per Sheet I At Top Purlin To Position Roof Steel During Installation. 2x4 Purlins 1 -1/2"x1 -1/8"x6" Spacer Block (2) Per Cleat Profile Vent Add (2) Ridge Cleats Per Cupola/Ridge Vent =ile: Ridgelite(standard).dwg ,Wick. Buildings® Lap Riagelite 3" Both Directions And Caulk Every Lap Ridgelite Attach With 1" Woodgrip As Shown Below Flo-Thru Profile Vent Rolls Out Over Purlins. -Nail w/ (3) 2" Stormguards Every 10'. Drive Nails Level With Major Rib To Maintain Weather Tightness. 18" Ridgelite Ridge Cleat At 5'-0" O.C. Attach With (2)10d Nails Through Purlin To Cleat (4 Total) Screw Ridgelite With (4) 1" Woodgrip Per Cleat As Shown ice♦ nl\AI.. J. .� Al C....l. 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FCrjor'� Y,�C OIC N� o C L mom n�Q ioN r m,--. �o >3._9ca�E SIL 1`I I� o am0 ��I �NLL�y c•_> -V: ga 7 n U 00000 II.N n.LL •• ^p Uy I'1 m �o�d mapcp•y c—�d N 'COV T�: m a N Aom v Mt!i 3: 1N-''vc',fL- m �i Zd —�ra`II4ycN<c aN°IL m N ._.NNWvW �� ��^u�U3 g , -a N —p 9LL r ��N—pm�z�y122d (D 0 0 0 0 0 ZH�mJ❑ mOFUN VnUN FZ ri j�- m�F�UF U mI ZrN tOY�p �O Fmm �.�-•.N-.m- one-half of the exits or exit access doorways shall be equipped with horizontal sliding or vertical security grilles. 1008.1.5 Floor elevation. There shall be a floor bilanding on each side of a door. Such floor or landing shall be at the same elevation on each side of the door. Landings shall be level except for exterior landings, which are permitted to have a slope not to exceed 0.25 unit vertical in 12 units hori- zontal (2 -percent slope). Exceptions: 1. Doors serving individual dwelling units in Groups R-2 and R-3 where the following apply: 1.1. A door is permitted to open at the top step of an interior flight of stairs, provided the door does not swing over the top step. 1`2. Screen doors and storm doors are permit- ted to swing over stairs or landings. 2. Exterior doors as provided for in Section 1003.5, Exception 1, and Section 1020.2, which are not on an accessible route. 3. In Group R-3 occupancies not required to be Accessible units, Type A units or Type B units, the landing at an exterior doorway shall not be more than 73/4 inches (197 mm) below the top of the threshold, provided the door, other than an exterior storm or screen door, does not swing over the land- ing. 4. Variations in elevation due to differences in finish materials, but not more than 1/2 inch (12.7 mm). 5. Exterior decks, patios or balconies that are part of Type B dwelling units, have impervious surfaces and that are not more than 4 inches (102 nun) below the finished floor level of the adjacent inte- rior space of the dwelling unit. 1008.1.6 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, which- ever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches (178 mm). When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches (I 118 mm). Exception: Landing length in the direction of travel in Groups R-3 and U and within individual units of Group R-2 need not exceed 36 inches (914 mm). 1008.1.7 Thresholds. Thresholds at doorways shall not exceed 3/4 inch (19.1 mm) in height for sliding doors serving dwelling units or 1/2 inch (12.7 mm) for other doors. Raised thresholds and floor level changes greater than 1/4 inch (6.4 mm) at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50 -percent slope). Exception: The threshold height shall be limited to 73/4 inches (197 mm) where the occupancy is Group R-2 or 2009 INTERNATIONAL BUILDING CODE® MEANS OF EGRESS R-3; the door is an exterior door that is not a component of the required means of egress; the door, other than an exterior storm or screen door, does not swing over the landing or step; and the doorway is not on an accessible mute as required by Chapter 11 and is not part of an Accessible unit, Type A unit or Type B unit. 1008.1.8 Door arrangement. Space between two doors in a series shall be 48 inches (1219 mm) minimum plus the width of a door swinging into the space. Doors in a series shall swing either in the same direction or away from the space between the doors. Exceptions: 1. The minimum distance between horizontal sliding power -operated doors in a series shall be 48 inches (1219 mm). 2. Storm and screen doors serving individual dwell- ing units in Groups R-2 and R-3 need not be spaced 48 inches (1219 mm) from the other door. 3. Doors within individual dwelling units in Groups R-2 and R-3 other than within Type A dwelling units. 1008.1.9 Door operations. Except as specifically permitted by this section egress doors shall be readily openable from the egress side without the use of akey or special knowledge or effort. 1008.1.9.1 Hardware. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 shall not require tight grasping, tight pinching or twisting of the wrist to operate. 1008.1.9.2. Hardware height. Door handles, pulls, latches, locks and other operating devices shall be installed 34 inches (864 mm) minimum and 48 inches (1219 mm) maximum above the finished floor. Locks used only for security purposes and not used for normal operation are permitted at any height. Exception: Access doors or gates in barrier walls and fences protecting pools, spas and hot tubs shall be per- mitted to have operable parts of the release of latch on self -latching devices at 54 inches (1370 mm) maxi- mum above the finished floor or ground, provided the self -latching devices are not also self-locking devices operated by means of a key, electronic opener or inte- gral combination lock. 1008.1.9.3 Locks and latches. Approved locks and latches shall be permitted to prevent operation of doors where any of the following exists: 1. Places of detention or restraint. 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main exterior door or doors are permitted to be equipped with key -operated locking devices from the egress side provided: 2.1. The locking device is readily distinguish- able as locked; 227 ® 405 Walter Road, (*IMazomanie, WI 53560 B m Phone: 608-795-2294 buildings Fax: 608-795-2534 TREMCO IBC Code - 10' Bays 180058M 51'-0" x 90'-0" x 18'-4" ICH INDEA 03-20-18 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 1 2x4 Wind Bracing 11 Corner Bracing 12 Jack Bracing with JB & JVB Schedule 13 Endwall APA Panel Shearwall Fastening Detail 14 Roof Steel Diaphragm Fastening Pattern 15 OHFO Jack & Vertical Bracing 16 Endwall OHFO 17 Walk Door 18 Roof Safety Anchors 19 Ridgelite 20 Structural Truss j *tick Wick Buildings Shipping List Materials Only Information Date: 03/21/18 From: Engineering Department This construction packet has been prepared with information provided to our engineering department for this order. If, in your construction packet, some information has been omitted or required details are not included or are incorrect, please contact our office immediately so we can help correct the situation. The material and shipping list has been established based on the construction plans enclosed. If you have any of the following conditions: 1. Materials listed were incorrect, too much or too little. 2. Not enough or improper materials were listed to accomplish the job as per a particular detail. 3. Materials as listed, fabricated and sent did not work or . accomplish the task desired. 4. Not enough detail plans were shown for a particular design. 5. Missing or damaged material. 6. You need in -field purchases approved. Please call and relay this information to: Sarah B @ x1553 Job #: 180058 - MO Customer: TREMCO HANSELL In -field material purchases will be reimbursed after Wick Buildings receives the detailed 'Bill of Materials' for these items. Please mail the bill and a Material Claims Invoice to: Wick Buildings Attn: Material and Service Department 405 Walter Road Mazomanie, WI 53560 Wick Buildings only reimburses for material costs required for this job and does not reimburse other related costs such as labor and travel.