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Orr( opy SENTINEL BUILDING SYSTEMS P. 0. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE, CO 81650-9400 PROJECT: GRANDSTAND ROOF 1151 COUNTY RD 100 CARBONDALE, CO 81623 B36648 BUILDING DATA: Width (ft) _ Peak Offset (ft) _ Length (ft) _ Eave Height (ft) _ Roof Slope (rise/12) _ Dead Load (psf) Live Load (psf) _ Live Load Reduction = Frame Load (psf) _ Collateral Load (psf) = Roof Snow Load (psf) _ Ground Snow Load (psf)= Wind Load = Wind Code Closure Internal Wind Coeff Exposure Importance - Wind Importance - Seismic Seismic Coefficient 40 40 38 23.33 3:12 2.500 20.00 No 20 1 40 47.62 115 mph IBC 15 = Open 0.00,0 00 = C = 1.00 1.00 = 0.518 Seismic Zone/Design Category = Designer = JLS DATE: 10/11/16 (Ss*Fa) C 0 Nib �tigHly ,��Si p1`'_fl ani Rabb* *E• �agFRT V. rte ���GE.E. DR. 742 HOLLOW HOUSTON, TX 77095 A325 BOLT TIGHTENING PROCEDURES A325 BOLTS DIRECT TENSION INDICATOR TURN -OF -THE -NUT METHOD BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENSION KIPS 1,000 lbs. BOLT LENGTH <=4 Dia. BOLT LENGTH 4 Dia.<=8 Dia. BOLT LENGTH 8 Dia.<=12 Dia. 1/2 7/8 12 1/3 TURN 1/2 TURN 2/3 TURN 5/8 11/16 19 3/4 1 1/4 28 7/8 1 7/16 39 1. 1 5/8 51 1 1/4 2 71 JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordi- nary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn -of -the -Nut Method or Direct Tension Indicator. Turn -of -the -Nut Method - First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to "snug tight". Then additionally tighten all bolts by the table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there shall be no rotation of the part not turned by the wrench. Consult the latest edition of the AISC Manual of Steel Construction for more complete instructions for installing high strength bolts. UL -90 ROOF RATING SCREW PLACEMENT For 'R—Panel' type panel profiles only NOTE: USE (2) TK____ SELF DRILLING SCREWS PER FOOT AT EACH SPLICE IN ROOF SHEETS IF ROOF SHEET ARE NOT LONG ENOUGH TO COVER AN ENTIRE ROOF SURFACE TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK (OR END OF ROOF PANEL) TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE (OR START OF ROOF PANEL) USE LAPTEK SELF DRILLING SCREWS ON EVERY HIGH RIB ALONG THE LAP IF PRESENT, WITH MASTIC CAULK SEALER BETWEEN PANELS. LOCATE TK____ SCREWS 2 1/2" OFF CENTERLINE OF MAJOR RIBS = TK____ SELF DRILLER WALL/ROOF SCREW (1) PER FOOT NEXT TO HIGH RIB AT PURLIN REVISI❑NS REV DESCRIPTION 237 SODTA !TN ST ALBION AT 68620 Taking Pride In Building Excellence DATE APPROVED s AWZ No. =" : 1 BNCINE'E'R'S SEAL Multi—Rib or R—Loc Panel Lap Note: PBR panel shown. If a Non—PBR panel is used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels MASTIC TAPE SEALANT LAPTEK 20" 0.C. 1/2" LONGER LEG Lap shorter leg over the longer and screw 1/2" offset on high rib of panel 20" o.c. Sheet walls from left to right. Begin sheeting walls by centering the middle of the major rib of the first panel on steel line at the left side of the wall. Plumb the first sheet and fasten in place. Mark 3'—O" from the end of the first sheet to where the edge of the next sheet should terminate. When installing the next sheet, stretch or compress the panel to hold the edge of the sheet on the mark you have just made to keep the major ribs on one foot increments. REVISI❑NS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL srwT rw►�c� 297 SOOrW 4711 ST 10 , Nd' 68620 OP 927-0790 Taking Pride In Building Excellence aasrcv.• 4!A'LR• �lz PAZ No E\GI\EE \G DATA BUILDING CODE: IBC 15 STATE CODE: IBC 15 Job Number: B36648 Job Name: GRANDSTAND ROOF Job Location: CARBONDALE, CO 81 623 Builder: TALLY HO CONSTRUCTION DATE: 10/ 7/16 DESIGNED BY: JLS BUILDING DESCRIPTION WIDTH: LENGTH: EAVE HEIGHT: ROOF SLOPE: 40 feet 38 feet 23.33 feet 3.0000:12 DESIGN LOADS LIVE LOAD: 20.00 psf COLLATERAL LOAD: 1 psf ROOF DEAD LOAD: 2.500 psf FRAME SELF WEIGHT: INCLUDED WIND LOAD: 115 mph EXPOSURE: C WIND IMPORTANCE FACTOR: 1.00 INTERNAL PRESSURE COEFFICIENT: +0.00 /0.00 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C SEISMIC COEFFICIENT: 0.518 (Ss*Fa) ASSUMED SITE CLASS: D RISK CATEGORY: II - Normal Ss= 0.34 Si= 0.08 SEs= 0.35 5D1 = 0.13 SEISMIC RESISTING SYSTEM: Structural Steel System Not Specifically Detailed for Seismic Resistance ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure The index force analysis procedure is used for buildings located in seismic design category A [Eqn 1.4-1, ASCE7-10 (IB012)], in which case Cs and R do not apply and are not used to calculate the base shear, V. SLOPED ROOF SNOW LOAD (P ): 40 psf ROOF SNOW LOAD FACTORS FLAT ROOF SNOW LOAD: 40.00 psf GROUND SNOW LOAD: 47.62 psf I = 1.00 Ce = 1.0001 = 1.20 Cs = 1.00 Terrain Category: C Slippery/Unobstructed Roof: Y Rain -on -Snow Surcharge = 0.00 psf BUILDING FRAMING COMMENTS LEFT ENDWALL FRAME TYPE: Rigid, single slope tee hanger RIGHT ENDWALL FRAME TYPE: Rigid, single slope tee hanger INTERIOR FRAME TYPE: 1 single slope tee hanger ROOF BRACING: Rod Diagonal Bracing LEFT ENDWALL BRACING: Rigid Frame RIGHT ENDWALL BRACING: Rigid Frame FRONT SIDEWALL BRACING: Torsional Bracing BACK SIDEWALL BRACING: Rod Diagonal Bracing LEFT ENDWALL GIRT TYPE: RIGHT ENDWALL GIRT TYPE: FRONT SIDEWALL GIRT TYPE: BACK SIDEWALL GIRT TYPE: Inset Inset Inset Inset ROOF PANEL: 26 ga. R -Panel ROOF PANEL COLOR: Hunter (CSS) ROOF TRIM COLOR: Rustic (CSS) WALL PANEL: NONE WALL PANEL COLOR: -- WALL TRIM COLOR: -- SEISMIC DATA Cs R INTERIOR FRAME: 0.12 3.00 ROOF: 0.12 3.00 LEFT ENDWALL: 0.12 3.00 RIGHT ENDWALL: 0.12 3.00 FRONT SIDEWALL: 0.12 3.00 BACK SIDEWALL: 0.12 3.00 LONGITUDINAL BASE SHEAR: TRANSVERSE BASE SHEAR: V (k) 2.78 3.42 DEFINITIONS/ABBREVIATIONS Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WS: Wind Suction LLR: Live Load Right WL: Wind from Left R: Snow with . Rain -on -Snow Surcharge Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: WP: Wind Pressure WR: Wind from Right EW: Endwall SW: Siolewall RFS Rigid Frame DJ: Door Jamb SEISMIC RESISTING SYSTEM ABBREVIATIONS: DRAWING INDEX PAGE(S) DESCRIPTION PAGE(S) _5 •1 COVER SHEET ANCHOR BOLT PLAN It'll RIGID FRAME SECTION ENDWALL ELEVATIONS -L3 2�-21 SIDEWALL ELEVATIONS ROOF FRAMING PLAN ADDITIONAL DETAILS JOB SPECIFIC DETAILS DESCRIPTION GENERAL DETAILS ACCESSORY DRAWINGS OMF = Ordinary Steel Moment Frame OCBF = Ordinary Steel Concentrically Braced Frame STRUCTURAL ONLY CC = Cantilevered Column System FOUryne1XJN RY nTgC9. ROBERT NANGIA P.B. 7423 HOLLOW R1:)CE DR. !-!OG:3 T ON, TX 77c95 3'L7 _! - REVISIONS REV DESCRIPTION SEF 77F EC �IJIiQlNm kY�TtM� 237 SOUTH 4TH ST AL81011,, NE' 6862Q 800 327-0790 Taking Pride In Building Excellence MOW GRANDSTAND ROOF 1151 COUNTY RD 100 DATE APPROVED I.: roe �iU e: 3664 DESIGN' ILS MGR: AS CARBONDALE, CO 81623 DATE'.: /O/ 7/r6' PACE No. 1 DBT. *Ow rwo.rs rssres1 sr to no. woo= s00%i. Erriresr of /Wool. Tr . nriows riysordrer 7�we.n.r �.a se W .vuc4rM ENGINEER'S SEAL °� °" Ito* ening vies p* macro FASTENER COLOR CROSS REFERENCES RUSTIC - AUTUMN RED HUNTER -EVERGREEN GRAY - ASH GRAY BURNISHED SLATE - PATRICIAN BRONZE BROWN - TUDOR BROWN HAWAIIAN - ROMAN BLUE DESERT - CLAY BLACK - MATTE BLACK BRILLIANT - BRIGHT - SP - REGAL WHITE POLAR WHITE - OYSTER WHITE BURGUNDY - BRANDYWINE PLAINSMAN REV SE T�IHEL !i[,JJL[yJN,G SYSTEMS 237 SOUTH 4TH ST ALBION, NE 68620 (8.00) 327-0790 REVISIONS DESCRIPTION Taking Pride In Building Excellence DATE #12 SELF DRILLING TK2125 - 1 1/4" LONG PANEL TO FRAMING ONLY NO INSULATION TK2150 - 1 1/2" LONG PANEL TO FRAMING ONLY UP TO 4" INSULATION TK2200 - 2" LONG PANEL TO FRAMING ONLY 4" + INSULATION #14 SELF DRILLING POP -RIVET APPROVED PAGE No. COMPANY )0B NUMBER PROJECT DESIGN: ENGR: z DATE: DET: LAPTEK - 7/8" LONG LAP/TRIM SCREW TRIM TO PANEL 1/8"0 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES ft ••.r•r., ENGINEER'S SEAL COLD FOV ED STEEL COVPO\E\TS PRIMED MEMBERS: ASTM A1011-SS Gr. 55 SHAPE GALVANIZED MEMBERS: ASTM A653-SS Gr. 55 CLASS 3 , DIMENSIONS MEMBER PROPERTIES CEE/CHANNEL DIMENSIONS MEMBER PROPERTIES SECT. NAMEA B C D GA. AREA Ix ly Seg SECT. NAME A B C D GA. AREA Ix ly Se I PCE04256 4 2.5 2.5 .77 16 .57 1.51 .51 0.64 D GCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.67 PCE04254 4 2.5 2.5 .80 14 .71 1.86 .64 0.84 7 GCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.19 PCE04356 4 3.5 3.5 .77 16 .68 1.95 1.15 0.72 GCE08252 8 2.5 2.5 .87 12 1.41 13.14 1.15 3.28 r PCE04354 4 3.5 3.5 .80 14 .85 2.41 1.43 0.90 GCE08356 8 3.5 3.5 .77 16 .91 9.33 1.47 1.62 PCE06256 6 2.5 2.5 .77 16 .68 3.84 .59 1.11 A GCE08354 8 3.5 3.5 .80 14 1.13 11.57 1.83 2.22 PCE06254 6 2.5 2.5 .80 14 .85 4.75 0.74 1.44 GCE08352 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.41 1 PCE06356 6 3.5 3.5 .77 16 .80 4.85 1.34 1.19 ± GCE10256 10 2.5 2.5 .77 16 .91 12.81 .69 2.06 PCE06354 6 3.5 3.5 14 6.00 1.66 1.55 1 D GCE10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.99 .80 .99 I' 4.48 PCE06352 6 3.5 3.5 .87 12 1.41 8.41 2.36 2.40 -B- CCE10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 IPCE08256 8 2.5 2.5 .77 16 .79 7.53 .65 1.60 GCE10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.88 PCE08254 8 2.5 2.5 .80 14 .99 9.33 .81 2.13 ZEE GCE12356 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.58 PCE08252 8 2.5 2.5 .87 12 1.41 13.14 1.15 3.28_C_ GCE12352 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.02 I PCE08356 8 3.5 3.5 16 9.33 1.47 1.65 D GZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.58 PCE08354 8 3.5 3.5 .77 .80 14 .91 1.13 11.57 1.83 2.29 \ GZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.08 PCE08352 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.52 GZE08252 8 2.5 2.5 .73 12 1.41 13.35 1.95 3.23 PCE08350 8 3.5 3.5 .63 10 1.97 19.77 2.86 4.44 GZE08356 8 3.5 3.5 .65 16 .91 9.42 2.54 1.59 PCE10256 10 2.5 2.5 .77 16 .91 12.81 .69 1.99 A GZE08354 8 3.5 3.5 .68 14 1.13 11.69 3.18 2.23 PCE10254 10 2.5 2.5 .80 14 1.13 15.90 .86 2.87 GZE08352 8 3.5 3.5 .73 12 1.61 16.50 4.58 3.45 PCE10252 10 2.5 2.5 .87 12 1.61 22.44 1.23 4.48 GZE10256 10 2.5 2.5 .65 16 .91 12.93 1.08 1.94 PCE10352 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.78 GZE10254 10 2.5 2.5 .68 14 1.13 16.06 1.35 2.83 PCE12356 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.48 D% GZE10252 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.40 PCE12252 12 2.5 2.5 .87 12 1.81 34.96 1.29 5.81 I+B GEAVEL84/GEAVEH84 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PCE12352 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.17 GEAVEL82/GEAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.84 PZE04256 4 2.5 2.5 .65 16 .57 1.55 1.08 0.62 EAVE STRUT GEAVEL04/GEAVEHO4 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.38 PZE04254 4 2.5 2.5 .68 14 .71 1.92 1.35 0.80 GEAVEL02/GEAVEHO2 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5.19 PZE04356 4 3.5 3.5 .65 16 .68 1.99 2.54 0.65 C -- GDL08PO4/GDHO8PO4 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PZE04354 4 3.5 3.5 .68 14 .85 2.46 3.18 0.85 l} �� D PRIMED MEMBERS: ASTM A1011-SS Gr. 55 PZE06256 6 2.5 2.5 .65 , 16 .68 3.91 1.08 1.07 T DIMENSIONS MEMBER PROPERTIES 1.37 PZE06254 6 2.5 2.5 .68 14 .85 4.84 1.35 SECT. NAME PZE06356 6 3.5 3.5 .65 16 .79 4.91 2.54 1.13 A B C D GA. AREA Ix ly Se PZE06354 6 3.5 3.5 .68 14 .99 6.09 3.18 1.47 A PCH06306 6.25 2.99 2.99 0.0 16 .68 4.23 .62 0.75 PZE06352 6 3.5 3.5 .73 12 1.41 8.57 4.58 2.27 PCH06304 6.25 3.01 3.01 0.0 14 .85 5.30 .78 1.04 PZE08256 8 2.5 2.5 .65 16 .79 7.62 1.08 1.51 PCH08306 8.25 2.99 2.99 0.0 16 .79 8.11 .67 1.00 PZE08254 8 2.5 2.5 .68 14 .99 9.46 1.35 2.04 _L D �j PCH08304 8.25 3.01 3.01 0.0 14 .99 10.07 .85 1.53 PZE08252 8 2.5 2.5 .73 12 1.41 13.35 1.95 3.18 f �`1 PCH08302 8.25 3.05 3.05 0.0 12 1.41 14.26 1.23 2.49 PZE08356 8 3.5 3.5 16 9.42 2.54 1.53 \----B PCH 10306 10.25 2.99 2.99 0.0 16 .91 13.53 .71 1.27 PZE08354 8 3.5 3.5 .65 14 .91 1.13 1 1 3.18 2.19 MATERIAL THICKNESS PCH 10304 10.25 3.01 3.01 0.0 14 1.13 16.83 .90 1.89 PZE08352 8 3.5 3.5 .68 .73 12 1.61 .69 16.50 4.58 3.38 16ga = 0.057" PCH 10302 10.25 3.05 3.05 0.0 12 1.61 23.85 1.30 3.47 PZE10256 10 2.5 2.5 .65 16 .91 12.93 1.08 1.87 14ga = 0.071" PZE10254 10 2.5 2.5 _68 14 1.13 16.06 1.35 2.68 12ga = 0.101" 10ga = 0.129" ENGINEER'S SEAL PZE10252 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.34 PZE12356 12 3.5 3.5 .68 16 1.14 24.11 2.54 2.31 4 a,‘4j PZE12352 12 3.5 3.5 .73 12 2.01 42.43 4.58 5.97 REVISIONS _, tic�`'� . �Q,.D-11:-/V-1:"C PDL06P06/PDH06P06 6 4.0 4.0 .77 16 .85 5.35 1.85 1.21 DATE APPROVED -\-9,1'41- ,1'41 V. NVS�`['F, 6 4.0 4.0 14 1.06 6.62 2.30 1.59 REV DESCRIPTION or �j �; 'I PDL06PO4/PDH06PO4 .80 .... �►� ,, 1 EAVEL84/EAVEH84 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.54 Taking Pride In Building Excellence PAGE No.d •. ,, t 2344 n EAVEL82/EAVEH82 8 4.0 4.0 1.0 12 1.74 18.11 3.79 3.77 .SEHTIIVEL ,mac, JOB NUMBER: oi"".. ' EAVEL04/EAVEH04 10 4.0 4.0 1.0 14 1.37 21.63 2.95 3.24 s�z«.�. s�mMB GRANDSTAND ROOF ,836648 y °"a"'°f"""°. i �° ` � '� S �`'; EAVEL02/EAVEHO2 10 4.0 4.0 1.0 12 1.94 30.29 4.08 5.10 wwrss DESIGN.: ZS 3 ""s" w'' -.. , 23SOUTH 6 620 11 51 COITNTY RD 100 ENO?: ZS a te -•+ etv. IDN, (800g 327"-0790 CARBONDALE, CO 81623 DATE: /0/ 7/f9 DET. F.44,-„,..,,„,,r L FRAME LINES: 1 3 WEI �fV l�I LJ COLUMN LINE H V RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Line Line Id H Vmax Id H Vmin 1* A 1 3.3 9.3 7 -2.7 0.6 3 2.6 11.8 6 -1.3 -7.5 1* B 6 2.6 -16.6 2 -2.1 15.9 4 -1.7 33.3 5 0.8 -18.1 1* Frame lines: 1 3 Bolt(in) Base_Plate(in) Grout Qty Dia Width Length Thick (in) 4 0.750 8.000 12.50 0.375 0.0 4 0.750 8.000 14.00 0.375 0.0 NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12 ) Dead Load (psf ) Collateral Load (psf ) Live Load (psf ) Snow Load (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open importance Wind Importance Seismic Seismic Zone Seismic Coeff (Fa*Ss) = 40.0 = 38.0 = 23.3/ 33.3 = 3.0 = 2.5 = 1.0 = 20.0 = 40.0 = 115.0 = IBC 15 = C = 0 = 1.00 = 1.00 = C = 0.52 5. Loading conditions are: 1 Dead+Collateral+0.6Wind_Long1 2 Dead+Collateral+0.6Wind_Long2 3 Dead+Collateral+0.75Snow+0.45Wind_Long1 4 Dead+Collateral+0.75Snow+0.45Wind_Long2 5 0.6Dead+0.6Wind_Right2 6 0.6Dead+0.6Wind_Long1 7 0.6Dead+0.6Wind_Long2 8 Dead+Collateral+Snow/2+F1 PAT_SL_2 9 Dead+Collateral+Snow/2+F2PAT_SL_1 10 Dead+Collateral+Snow/2+F2PAT_SL_2 BUILDING BRACING REACTIONS f Reactions(k ) Panel_Shear -Wall - Col -Wind - -Seismic- (Ib/ft) Loc Line Line Horz Vert Horz Vert Wind Seis Note L_EW 1 F_SW C Torsional Bracing Used R_EW 3 B_SW A 3,2 5.8 6.7 1.4 1.6 2,1 5.8 6.7 1.4 1.6 (h)Rigid frame at endwall (h) (h) FRAME LINES: 2 COLUMN LINE H flV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in) Line Line Id H Vmax Id H Vmin Qty Dia Base_Plate(in) Grout Width Length Thick (in) 2 A 5 4.7 3.4 2 -1.7 6.1 4 0.750 8.000 12.50 0.375 0.0 9 0.0 14.5 6 4.0 -3.4 GENERAL NOTES 1. Foundation design and construction are not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports the loads which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of +/- 1/8" in both elevation and location. 4. Column base plates are designed not to exceed a bearing pressure of 1100 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. 6. Total anchor bolt length is embedment + projection. Bend length is not included in total length. 7. All bent anchor bolts to be ASTM F1554 Gr36 threaded round stock (rolled or cut thread) with plain finish, unless noted. 8. When anchor rods are located close to the free edge of the concrete, the tensile and/or shear strength of the anchor rods cannot be fully developed. In these cases, steel reinforcement in the concrete must be sized and developed (not by Sentinel) for the required tensile or shear forces in the anchor rods. 9. Far buildings classified as closed (Closed/Open = 0), Sentinel Building Systems does not investigate the influence of the design wind load on the metal building system with doors and windows left open. The end customer must assure that during times of high winds all overhead doors, sliding doors, large doors (such as bi-fold & hydraulic), walk doors and windows will be closed & latched. REVISIONS REV DESCRIPTION /WHOTINE+ 237 SOUTH 4TH ST AMI) 327 07900 Taking Pride In Building Excellence PROJECI GRANDSTAND ROOF 1151 COUNTY RD 100 DATE APPROVED 36'64 DESIGN JLS ENCR: JLS CARBONDALE, CO 81623 DATA:' f0/ 06 PACE No. DET: E▪ r 1). :XI.. n. =.11 S wmY e, 0 b, SAILL-4 ENGINEER'S SEAL Dia= 3/4" T X10 0 O DETAIL A 16" 4" SW Dia= 3/4- 8" 2" See Plan DETAIL B Dia= 3/4" 0 ET a) a N DETAIL C — T- O 10 ▪ I� - ± - 2" 2" 2„ 3" 5 1/2" NOTE! OUT -TO -OUT OF STEEL DIMENSIONS DOES NOT INCLUDE ❑PTI❑NAL NOTCH. ADD NOTCH DIMENSIONS TO OVERALL MEASUREMENTS AT DESIRED LOCATIONS. NOTCH WALL PANEL CANNOT BE BASE MEMBER (ANGLE OR USED WITH OPTIONAL CHANNEL) s��41. BASE TRIM. ,�11111 DELUE t,\)-aE)t% F]- 40 ❑PTI❑NAL BASE TRIM OPTIONAL NOTCH1.111: (OUTSIDE OF STEEL LINE) CONCRETE FOUNDATION1/2' i 1/2' PLACEMENT OF ❑PTI❑NAL CONCRETE NOTCH BACK SIDEWALL —n" ni sT_T( _ J EL 1 d d F- 0 !0 VV .. ...., 19'-0" ,V .,.., v, ..,x.44 2 19'-0" — --- ---- 0 I N C] 18'--8" 18'-6" RF1-1$ • s ■ I I W{� 26'-0 1/2" 10 (HOLD THIS DIMENSION) 0 0 _0 7 11 • ■ ■■ I 10 W 1 0 0. 26'-0 1 /2" 1 Q' (HOLD THIS DIMENSION) -n I H� n■. ■■ ■■! o I N 0 I r7 1 r7 fl FRAME LINE' 18'-- 8" 181-8" _ 19'-0" 19' -0" - — J J c Z wl WI J DIMENSIONS ALL DRAWINGS NOT TO SCALE DIAG❑NAL MEASUREMENT = 55'-2 1/16' FRONT SIDEWALL ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0" (U.N.) High Lave RIGHT ENDWALL ANCHOR BOLT SUMMARY Total Dia Len Proj Qty Locate (in) Type (in) (in) 0 20 Frame 3/4" A36 11.5 2.50 REVISIONS REV DESCRIPTION /u/Lp//VO i1777M� • �M 0.A,L+.�At 237 SOUTH 4771 S7' ALBION NA' 68620 (800) 327-0790 Taking Pride In Building Excellence pora.PICT GRANDSTAND ROOF 1151 COUNTY RD 100 DATE APPROVED PACE No. JOS HUMBER: 3664 DESIGN.' /LS CARBONDALE, CO 81623 ENCR: ,113 DATE.' 10/ 7/16 DET ENGINEER'S SEAL I SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 SP -3 4 4 2 A325 0.750 2.00 4 4 2 A325 0.750 2-00 0 FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A — L2x 1 /8 CAP PLATE BOLTS MEMBER TABLE 8" 1/2" 1 '-11 1 /2" 6" 1/2" 1'-11 1/2" 6" 1/4" 1'-1" Mark RF1-4 Qty Type Dia Length 8 A325 0.750 2.50 Mark Web Depth Web Plate Start End Thick Len.th RF1-1 1 1 .8 1 1 .8 0.188 11.8/11.8 0.188 RF1-2 15.8/15.8 0.188 RF1-3 15.8/15.8 0.188 15.8/11.8 0.188 RF1-4 W14x43 55.1 239.0 170.1 161.5 152.5 1'-6' 1'-0 3 8" 25'-11 5 8" Clearance 27'-0" 40'--0" OUT—TO—OUT OF STEEL 13'-0" Clearance 13'-0" RIGID FRAME CROSS SECTION: FRAME LINE 1 3 Outside Flange W x Thk x Len.th 8 x 1/4- x 240.0 8 x 1/4" x 31.1 8 x 1/4" x 12.3 6 x 1/4" x 166.1 6 x 1/4" x 113.0 6 x 5/16" x 200.9 REVISIONS REV DESCRIPTION 237 SOUTH 4TH ST .4LM10N NE 68620 (800) 327-0790 Taking Pride In Building Excellence GRANDSTAND ROOF DATE APPROVED Inside Flange W x Thk x Len.th 8 x 1/4"" x 113.0 8 x 3/8" x 141.3 6 x 1/4" x 170.1 6 x 5/16" x 138.4 6 x 1/4" x 149.5 ENGINEER "S SEAL o\o0 L1c�`iii O�Q ee,"t v. N,, 4/41.0;„, .7344 i r F 1151 COUNTY RD 100 DESIGN. JLS CARBONDALE, CO 81623 E'NCR.• /LS DATE.' fo 10/16 DET.• PAGE No. ra.wd m 0w .f. .� TV.. A d c :o . r,ranw�w. � w buterpthrl SPLICE PLATE & BOLT TABLE Mark SP -1 SP -2 SP -3 Qty Top Bot Int Type Dia Length 4 4 2 A325 0.750 2.00 4 4 2 A325 0.750 2.00 FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=fength(in) A — L2x 1 /8 Width Thick Length 8" 6" 6" 1/2" 2'-8" 12" 2'-7" 1/4" 1'-1" MEMBER TABLE Mark RF2-1 RF2-2 RF2-3 Web Depth Web Plate Start/End 11.8/11.8 11.8/11.8 23.8/23.8 23.8/23.8 23.8/11.8 Thick Len•th 0.188 0.188 0.188 0.188 0.188 35.1 239.0 172.1 159.5 154.5 $ v [V 1'-0 9/16'. 38'-11 7/16" Clearance 40'-0" OUT—TD—OUT OF STEEL imw RIGID FRAME CROSS SECTION: FRAME LINE 2 Outside Flange W x Thk x Lenath 8 x 1/4'" x 113.0 8 x 5/16" x 158.1 8 x 5/16" x 12.4 6 x 1/4" x 166.1 6 x 1/4" x 240.0 6 x 1/4" x 73.9 Inside Flange W x Thk x Len.th 8 x 1/4" x 113.0 8 x 1/2" x 165.0 6 x 1/4" x 172.1 6 x 1/4" x 159.5 6 x 1/4" x 151.9 REVISIONS REV DESCRIPTION AV7WFJEL "L"`"f I ..="11 237 SOUTH 4TH ST A1,81ON, NE 68620 (8OO) 327-0790 Taking Pride In Building Excellence GRANDSTAND ROOF 1151 COUNTY RD 100 CARBONDALE, CO 81623 DATE APPROVED J•=HUMBER: .3664 DESIGN. JL5 ENGR: JLS DATE.' 10/f0/1s PAGE No. 1 DET. . ,�.. roma th• wa .+� u.. nsnw rumr l,.M.e fe ENGINEER'S SEAL TRIM TABLE FRAME LINE 1 & 3 OID QUAN 1 2 3 45 6 4 24 22 2 PART COLOR LENGTH SBRT14 SBRT1 6 SE4ORL SE4ORL REND CSSSPB R R R R R 1 4'-3" 16'-3" 1 4'-3" 16'-3" 4" 2'-0" 3"N., L _1 L J ENDWALL SHEETING & TRIM: FRAME LINE 1 ENDWALL SHEETING & TRIM: FRAME LINE 3 REVISIONS REV DESCRIPTION Taking Pride In Building Excellence ENTINEL: �urir�rnro �Yarrn,r� 237 SOUTH 4TH ST ALBTON NE 68620 e00 327 -0790 - GRANDSTAND ROOF 1151 COUNTY RD 100 DATE APPROVED PAGE No. 3 64 DESIGN. ✓LS ,ENCR.• ✓LS CARBONDALE, CO 81623 nernia an Ow 31074.0 =or G°`e°�i.kor. yrfamawm d 11r DATE 10/11%16 DEP 12 ENGINEER'S SEAL 38'-0" OUT—TO—OUT OF STEEL 19'-0" 19'-0" L SIDEWALL FRAMING: FRAME LINE C 04 r L J SIDEWALL SHEETING 8c .TRIM: FRAME LINE C MEMBER TABLE FRAME LINE C QUAN 1 E-1 E-2 EAVH8230 EAVH8230 TR M TABLE FRAME LINE C LENGTH 20'-5 1/2" 20'-5 1/2" 3 3 2 REVISIONS REV DESCRIPTION 77Air_ 1LlIL OlNO 1Y�TSM1 4r�r YCK YiiYa 237 SOUTH #Th' 37' AiBION, ' A 68620 (800) 327-0790 Taking Pride In Building Excellence DATE APPROVED SBHS14 H308RL OCB R R R 14'-3" 14'-3" 1'-0" ENGINEER'S SEAL GRANDSTAND ROOF 1151 COUNTY RD 100 CARBONDALE, CO 81623 DESIGN. JLS ENCR- JLS PACE No. DATE'.• 10/10/16 PET: oclki trynwr N 17: =11.= tla�th UnUral a"d E 1 9'—O" 38'-0" OUT—TO—OUT OF STEEL LJ 1 9'—O" —6" I RF2-1 SIDEWALL FRAMING: FRAME LINE A I RF1-1 BOLT TABLE FRAME LINE A LOCATION QUAN TYPE DIA LENGTH Strut 4 A307 1/2" 1 1/2" REV MEMBER TABLE FRAME LINE A QUAN MARK PART LENGTH 2 2 24 84 E-3 E-5 G-1 CB -1 CB -2 CB -3 EAVL8230 EAVL8230 PZE08352 5/8" ROD 5/8" ROD 5/8" ROD 1T-11 1/4" 1'-5 3/8" 1T-11 1/4" 14'-2" 8'-0„ 13'-9" TR M TABLE FRAME LINE A OID QUAN PART COLOR LENGTH 1 3 V308RL R 14'-3" CONNECTION PLATES FRAME LINE A ❑ ID QUAN MARK/PART 1 4 GFC-648 L 1:11"7.4,1,€L wi.rsuawrw4 237 SOUTH 4TH ST A(800) 3277--� 90 Eove Extension _711 SIDEWALL SHEETING & TRIM: FRAME LINE A REVISIONS DESCRIPTION Taking Pride In Building Excellence GRANDSTAND ROOF "°°"�' 1151 COUNTY RD 100 CARBONDALE, CO 81623 DATE APPROVED PAGE No. M48 11\n`1r I .DESIGN. ✓LS ,ENGR /LS DATE.' 10/10/16 0ET: J ENGINEER'S SEAL V 0 36'-0" OUT–TO–OUT OF STEEL 19'-0" 19'–O° qLow Eave EB -1 E13-2 PURLIN LAP EB -3 E– 4 E-4 EB1-2 9B-1 Cr) I i---t E-5 o1 01 RF1-1 E-3 e1 2 RF2-1 E-3 RF1-1 E-5 ��. P-1 T C0 P-2 T_. .— i MI ii RF1-2 G' .g RF2-2 GY � RFT 1.11 11 il C -" e�G I 0 11 ill ,1-4 Nor RF1 JK -1 ,'I [t RF1 –3 +`� - ,'i D RF2-3 `,.> RF1 1v i i kc j • .W r 1 6 E-1 2'-1 3/4f 2'-1 3/4" ROOF FRAMING PLAN GENERAL NOTES: NOTE: Refer to the rigid frame cross section drawing for roof sheet placement and extension past eave strut. E-2 2 –4 3 High Eave 0 ROOF SHEETING PANELS: 26 Ga. SR Hunter (CSS) BOLT TABLE FRAME LINE LOCATION QUAN TYPE DIA LENGTH EB -2 EB -3 4 4 A325 A325 1/2" 1/2" 1 1/4" 1 1/4" MEMBER TABLE ROOF PLAN QUAN MARE; PART LENGTH 1 2 2 1 10 10 1 1 2 22 142 44 JK -1 EB -1 EB -2 EB -3 P-1 P-2 E-1 E-2 E-3 E— 4 E-5 CB -4 CB -5 CB -6 CB -7 BEAM PCH08306 W8x 10 W8x10 PZE08254 PZE08254 EAVH8230 EAVH8230 EAVL8230 PCE08256 EAVL8230 1/2" ROD 1/2" ROD 1/2"» 1/2" ROD 37'-3 3 4" 5'-7 1/8" 1'-11 7/16" 2'-3 11/16" 22'-7 1/2" 22'-7 1/2" 20' —5 1/2" 20' —5 1/2" 17'-11 1 4" 20'-1 3 8" 1'-5 3 8" 8'-0„ 14'-11" 15'-8" 15'-0" ANGLE TABLE FRAME LINE OID QUAN PART LENGTH 1 5 PAN04206 20'-0" CONNECTION PLATES ROOF PLAN ❑ ID QUAN MARK/PART 1 2 30 2 PPC08 76830 REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL /j HV I►EL �u�raaro �rsrrn�w 237 SOUTH 4TH ST ANON, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No.ol/mon GRANDSTAND ROOF 316'48 "°" 1151 COUNTY RD 100 CARBONDALE, CO 81623 DESIGN." /LS !NCR.- ✓LS it *wow N..",.... or �µ� "Zoo GrMdawy 1 .. d ,h. d � ▪ iae..d- porforrroono ▪ d lly DATE` 10/10/f6 DET: SPLICE PLATES & BOLTS Splice Mark SP— 1 SP— 2 Bolt Quan Type Dia Length 4 A325 0.500 1.25 4 A325 0.500 1.50 o BOLT TABLE ID Bolt Type Dia Length 2 A325 0.500 1.25 A325 0.500 1.25 7FLANGE BRACES: Both Sicles(U,N,) FBxxA(1): xx=length(in) B - L2x3/16 A - L2x1/8 Plate Size Width Thick Length 6" 1/4" 6" 6" 3/8" 10 1/4" 38'-0" MARK JK -1 SB -1 MEMBER SIZE TABLE (in) WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE START END THICK LENGTH 11.8/30.0 30.0/30.0 30.0/30.0 30.0/11.8 W8x 10 0.188 0.188 0.188 0.188 104.9 119.0 119.0 104.9 W x T 8 x 1/4" 8 x 1/2" 8 x 1/2" 8 x 1/4" W x T 8 x 1/4" 8 x 3/8" 8 x 3/8" 8 x 1/4" 19,-0" SB -1 SECTION AT Q RAFTER FLANGE BRACE CLIP - ICD3BLT 4 1/8' 1 jSP 2 !- .J SP -2 FB370B FS) FB540A NS) JACK BEAM ELEVATION: FRAME LINE B a cn ENGINEER'S SEAL REVISIONS DESCRIPTION EM77A►Ec rwcarnra rrra�rn,rr/ v.rw xwarrrrr� 237 SOUTH 4211 ST (Q) 327 68620 Taking Pride In Building Excellence APPROVED GRANDSTAND ROOF 836'6'4 1151 COUNTY RD 100 CARBONDALE, CO 81623 DESICN.• J.13 ENO?: JLS D42'E 10/ 7/16 PACE No.ofo 12 DEF.. ..wnoi a. Vo Mel• d ▪ wilog r. Cmirdor -. ,_ rwow+Rdlb of cod S.Awl I. k N!b M'--'�, N W LIc •C� fociV. Nis P1 c . c „ 344 rll it n 14, Of BOLTS, 0.5' X 1.5' A307 (TYP) W/ WASHER PURLIN SIDE ❑NL ROOF PURLIN END OF BUILDING RIGID FRAME RAFTER RAFTER FLANGE BRACE USE A325 BOLTS WITH WASHER ON RED IRON SIDE (TYP) FLANGE BRACE ONLY REQUIRED WHERE DESIGNATED ROOF PURLIN TO EXPANDABLE ENDWALL RIGID FRAME INOTE‘l REVIEW RIGID FRAME CROSS SECTION DRAWING FOR THE NUMBER DF FLANGE BRACES AND THEIR LOCATION. THERE MAY BE 0, 1 OR 2 FLANGE BRACES REQUIRED. INOTEd LOCATE BOLTS AS SHOWN UNLESS OTHERWISE NOTED, (6) 1/2'xl' A307 BOLTS RIGID FRAME OUTSIDE FLANGE (2)1/2'x1 1/2' A307 BOLTS w/WASHER PURLIN SIDE ONLY RIGID FRAME RAFTER RIGID FRAME INSIDE FLANGE RAFTER FLANGE BRACE OOF PURLINI (2) 1/2'xl 1/4' A325 BOLTS PER FLANGE BRACE W/ WASHER ON RED IRON SIDE ROOF PURLIN TO INTERI❑R FRAME RAFTER NOTE; REVIEW RIGID FRAME CROSS SECTION DRAWING FOR THE NUMBER OF FLANGE BRACES AND THEIR LOCATI❑N. THERE MAY BE 0, 1 OR 2 FLANGE BRACES REQUIRED. NOTE: ORIENT THE BOLTED CLIP WITH THE SHORT LEG FACING DOWN. FRAME COLUMN COLUMN FLANGE BRACE WALL GIRY RIGID FRAME OUTSIDE FLANGE (2) 1/2'xl 1/4' A325 BOLTS PER FLANGE BRACE W/ WASHER ON RED IRON SIDE RIGID FRAME INSIDE FLANGE a 1/2'xl 1/2' A307 BOLTS 4111111b,„%i BOLTS, 0,5' x 1.0' (TYP) (2) REQUIRED/GIRT WALL GIRT TO FRAME COLUMN RIGID FRAME RAFTER EXTE EAVE STRUT BE END PLATES RIGID FRAME COLUMN EAVE STRUT TO RIGID FRAME OVERHANG EAVE MEMBER ADNISDDVG RIGID FRAME RAFTER END PLATES EAVE STRUT r 1/2' x 1.5' 11111 A307 BOLTS W/ WASHER EAVE STRUT SIDE RIGID FRAME COLUMN EAVE STRUT TO RIGID FRAME JEISD.DVG #12 S i. SCREW 075) EAVE STRUT GABLE RAKE ANGLE NOTE: IF BUILDING HAS AN ENDWALL OVERHANG, PLACE THE GABLE RAKE ANGLE ON THE BOTTOM OF THE EAVE STRUT. EXTENSION BEAM ENDWALL RAFTER THE 4" LEG OF RAKE ANGLE RUNS ALONG THE ENDWALL TO FASTEN WALL SHEETS TO THE BUILDING. EAVE STRUT TO RIGID FRAME J23011150.DMG EAVE STRUT SECTI❑N END OF BUILDING ELEVATION BOLTS, WASHER ON STRUT SIDE EAVE STRUT TO RIGID FRAME BRACE ROD 1 COUPLING NUT COLUMN OR RAFTER WEB BRACE ROD SLOT IN WEB TO INSERT HILLSIDE WASHER AND BRACE ROD HILLSIDE WASHER FLAT WASHER NUT DIAG❑NAL BRACE ROD, NUT END REVISIONS REV DESCRIPTION SEHTfNEL 237 SOUTH 4TH ST A O , NE 68620 1I00 327-0790 Taking Pride In Building Excellence PROJECT GRANDSTAND ROOF 1151 COUNTY RD 100 CARBONDALE, CO 81623 DATE APPROVED ENCR.' .IIS DATE /0/10/16 PACE No. i7 ENGINEER'S SEAL ANCHOR BOLTS SIDEWALL COLUMN PLAN BASE PLATE ELEVATION ANCHOR BOLTS AT SIDEWALL COLUMN RIGID FRAME RAFTER WEB STIFFENERS F REQUIRED INTERI❑R COLUMN INTERIOR COLUMN TO RAFTER ANCHOR BOLTS INTERI❑R COLUMN ANCHOR BOLTS BOLTS, SEE RF BOLTED END PLATES DWG FOR SIZE TOP FLANGE WEB BOTTOM FLANGE EXTENSI❑N BEYOND FLANGE IS ❑PTI❑NAL FOR TOP & BOTTOM FLANGE. BOLTED END PLATE RAFTER SPLICE BOLTED--- END PLATE TOP FLANGE 0 0 WEB O O BOTTOM --- FLANGE FLANGE O O O O 0 0 I ---TOP BOLTS, SEE DRAWING FOR SIZE. INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. --BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS ❑PTI❑NAL AT TOP AND BOTTOM BOLTS FOR RIGID FRAME CONNECTIONS REVISIONS REV DESCRIPTION SEHT/NEL �►J/LO/N� �Y7T�M1 wrwrraw..+� 237 SOUTH 4TH ST (10 , N�' 68620 00) 3.27-0190 Taking Pride In Building Excellence MOJECT GRANDSTAND ROOF 1151 COUNTY RD 100 CARBONDALE CO 81623 DATE APPROVED JOB365R 4 PERM AS ENO: /LS DATE 10/10/16 PACE No. I Lk DEF.. ENGINEER'S SEAL wird W wdidm m IM �• R4 3O Lice �{f '` `)'O N AL cc•N pNrairniaml f u. TRIM OVERHANG DETAILS AT EAVE -INSIDE CLOSURE ROOF PANEL LAPTEK SCREWS (1 per ft. soffit color) EAVE TRIM itrzT — OVERHANG EAVE MEMBER WALL PANEL --� TK2125 SCREWS (1 per ft, soffit color) EAVE FLASHING (V108) = 1:12 PITCHED R❑❑F/8'PURLINS (V110) = 1:12 PITCHED R❑❑F/10'PURLINS (V20B) = 2:12 PITCHED R❑DF/8'PURLINS (V210) = 2:12 PITCHED R❑OF/10'PURLINS (V308) = 3:12 PITCHED R❑❑F/8'PURLINS (V310) = 3:12 PITCHED R❑❑F/10'PURLINS (V408) = 4:12 PITCHED R❑❑F/8'PURLINS (V410) = 4:12 PITCHED R❑❑F/10'PURLINS PART #'s FOR TRIM PIECES ARE IN THE BOXED SECTI❑NS. SEE THIS MARKING ON THE ROOF DRAWING OF THE ERECTION PLANS EAVE STRUT OUTSIDE CLOSURE TRIM OVERHANG DETAILS AT GABLE ENDS RAKE TRIM PURLIN ROOF SHEET SHEET ANGLE GABLE ANGLE TRIM (SE4ORL) TK2125 SCREWS (1 per ft. trim color) (1 per ft. soffit color) PART #'s FOR TRIM PIECES ARE IN THE BOXED SECTI❑NS. SEE THIS MARKING DN THE ROOF DRAWING OF THE ERECTION PLANS EAVE FLASHING DETAIL WITH OPEN WALL CONDITION OUTSIDE CLOSUR HIGH SIDE EAVE TRIM HI204 LAPTEK SCREW (TRIM COLOR) EAVE FLASHING H2O8RL LAPTEK SCREW (TRIM COLOR) TK2150 SCREW (ROOF COLOR) EAVE STRUT TK2150 SCREW (TRIM COLOR) HOLD TRIM OUT 1 Y.'. PART #'s FOR TRIM PIECES ARE IN THE BOXED SECTI❑NS. SEE THIS MARKING DN THE ROOF DRAWING OF THE ERECTION PLANS REVISIONS REV DESCRIPTION DATE APPROVED �SEJYTIHEL GRANDSTAND ROOF 237 SOUTH 4TH ST /14 1ON, NE 68620 (O0) 327-0790 Taking Pride In Building Excellence PACE No. JOB NUMBER: 836646 1151 COUNTY RD 100 CARBONDALE, CO 81623 DESl0N.• JLS i'NCR.: JLS DATE: fo/10/f6 15 roes„ +7:4. odgcs.t .or roe.me �. DET. ENGINEER'S SEAL EAVE OVERHANG FRAMING DETAILS SECTI❑N THRU INTERIOR RAFTER EXTENSION AT RIGID FRAME EAVE STRUT AT WALL LINE r RAFTER EXTENSI❑N BEAM o 0 0 0 1/2' X 1" A307 BOLTS 1/2' X 1 1/4' A325 BOLT UNLESS NOTED OTHERWISE i RIGID FRAME RAFTER SEE THIS MARKING ON THE ROOF DRAWING OF THE ERECTION PLANS REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL €AFA____top,f7T.AFEL YlerArAw w. r oaa inwr 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PACE No. GRANDSTAND ROOF 1737RL 648 1151 COUNTY RD 100 CARBONDALE, CO 81623 RESIGN. JLS ENO: ,Ls caIND hAMAw he. fns« a R.axe1 Ih min..�d RM. r Inintri xp Porkaranelp at Om WE' • 10/10/16 PET. EAVE OVERHANG FRAMING DETAILS SECTI❑N THRU INTERI❑R RAFTER EXTENSION AT ENDWALL RAFTER RAFTER EXTENSION CHANNEL V RAFTER EXTENSI❑N BEAM SAVE EXTENSI❑N 1/2" X 1" A307 BOLT SEE ROOF PLAN FOR BOLT QTY AND SIZE — 711 SEE THIS MARKING J ON THE ROOF DRAWING OF THE ERECTION PLANS ENDWALL RAFTER EAVE OVERHANG FRAMING DETAILS SECTION THRU INTERIOR RAFTER EXTENSION AT OVERHANG CORNERS OVERHANG EAVE MEMBER r EXTENSI❑N BEAM X1/2" X 1" A307 BOLTS - WELDED CLIP JY� 1/2" X 1' A307 BOLTS 1/2' X 1" A307 BOLTS SEE THIS MARKING ON THE ROOF DRAWING OF THE ERECTION PLANS 1/2' X 1 1/4' A325 BOLTS UNLESS NOTED OTHERWISE ENDWALL RAFTER OVERHANG AT CORNER FRAMING DETAILS NOTE: PURLINS IN EAVE EXTENSI❑N (SHOWN ON ROOF PLAN, IF NECESSARY) ATTACH TO EXTENSION BEAM SIMILAR TO THE BUILDING EAVE STRUT PURLIN RAFTER EXTENSION CHANNEL RAFTER EXTENSION BEAM SEE ROOF DRAWING FOR SIZE AND QUANTITY FROM EXTENSI❑NS BOLT TABLE BUILDING EAVE STRUT i 0 1/2' x 1' A307 BOLTS 76830 CLIP LCD Z13 crn Z16 OVERHANG EAVE MEMBER SEE THIS MARKING ON THE ROOF DRAWING OF THE ERECTION PLANS REVISIONS REV DESCRIPTION DATE APPROVED ENGINEER'S SEAL 3EAr7WAFEL �LJIta/Na mm 237 237 SOUTH 4TH ST A(a) 3N7- 68620 T7-07800 Taking Pride In Building Excellence PACE No. GRANDSTAND ROOF JOB NUMBER: 8 36648 1151 COUNTY RD 100 CARBONDALE, CO 81623 DESIGN. /LS ENO?: /LS DATE 1Q/10/16_ DET. f~lbiocioaia neavd u �. s.wr • a=Lwas,... ,: aellm a .F...7 ar4 thaw 0- G-� --0 EC t EC ->s MEP CCIIO LC I EC EA EC-). EC -3 EC•2 EC -1. STA\DARD ENDWALL 3RAC1\G THE STANDARD BEARING ENDWALL FRAME UTILIZES THE DIAPHRAGM ACTION OF THE WALL PANEL TO TRANSMIT LATERAL WIND OR SEISMIC FORCES TO THE FOUNDATION. IF THIS DIAPHRAGM ACTION IS INADEQUATE TO RESIST THESE FORCES ONE OF THE FOLLOWING METHODS WILL BE USED TO SATISFY THE BRACING REQUIREMENTS. EAVE STRUT PURLIN CLIP CLIP GIRT CLIP OPTIO\AL CA3LE 3RACING WHEN DIAPHRAGM ACTION OF THE PANELS IS INADEQUATE, THE FIRST ALTERNATIVE IS TO ADD CABLE BRACING BETWEEN ENDWALL COLUMNS. IN THIS CASE, FLUSH GI RTS WILL REQUIRE FIELD SLOTTING TO ACCOMMODATE THE CABLES. CABLES CAN ALSO BE ADDED TO THE ROOF BETWEEN ENDWALL RAFTERS AND MAIN FRAME TO TRANSFER THE LATERAL FORCES OF THE ENDWALL. RAFTER FLANGE BRACE PURLIN EAVE STRUT COLUMN BC CLIP OPTIO\AL FIXED SASE CO\ER COLUN \S IF THE ENDWALL FRAMED OPENINGS ARE PLACED THAT CABLE BRACING CAN NOT BE PLACED, THEN FIXED BASE CORNER COLUMNS MAY BE USED. FIXED CORNER COLUMNS WILL INDUCE A MOMENT TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN \OTE PA\EL D IAP H RAG V ACTIO \ IS STA\ DAR D ALL OTHERS ARE OPTIONS GIRT O PTIO \AL HALF LOA3 FAVE A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING COULD NOT BE USED REVISI❑NS REV Sr NTIHEL 237 soUrf! 4111 ST .4G f0 . Nh' 66620 1800 3,27-0790 DESCRIPTION Taking Pride In Building Excellence DATE `APPROVED Joe NIIYeER: Od'SlCN.- 16'NCR: IGAT6 PACE No. ENGINEER'S SEAL pfl0 LIQ c• . 41.1N`ro 42344 A 2 13/16" 1" 5 3/16" 8 11/16" 9 11/16" 0 9/16" X 3/4" SLOTS (TYP. 6) 11 2 1/2" 7" TYPICAL USE PART GIRT TO COLUMN 76830 3/16" 0. 2 13/16" 1" 4 11/16" 8 11/16" 9 11/16" 1� 3 2" 6" 7" TYPICAL USE PART GIRT TO COLUMN PC8BLT 2 1/8" 4 1/16" 1 1/2" --, 3/4"-=Y 1/4" HOLES (TYP. 9) �1 0 0 0 0 1" BEND LINE 0 4 11/16" 5 9/16" 21/4"� 1 1/2" j 3/4" 90° 2"- .1 2 5/8" 3 1/2" - TYPICAL USE PART JAMB/EAVE STRUT & FLANGE BRACE 3MFBS 9/16" HOLE 6" 1 15/16" 4 7/8" r 3 7/8" 2" 2" 311 9/16" X 3/4" SLOT (TYP. 2) 5" 16 GA. i TYPICAL USE PART FOR SHEETING ATTACHMENT POINT AT THE CORNERS OF BUILDING CGC8 9/16" X 3/4" SLOT (TYP. 3) 4 1/2" wJ z w m 0 [3 3/4" 2 1/4" 1 15/16" 3 7/8" 2" 90° 2" TYPICAL USE PART ;TRT TO COI UM I CGC6A- 3/4" TYPICAL USE COI INN TO STDRA/AI I .CAB] F PART RRCIP 4" 1" 1 13/16" 9 16" X 3 4" SLOT (TYP. 2) 0 BEND LINE 5 9/16" TYPICAL USE FLANGE BRACE BOLTED ANGLE 1 1/4" BANG24 4" t 3I" i 9/16" IX 3/4" SLOT (TYP. 2 w z Lo m IS 3 5/16"-H 7 1/16" REVISIONS REV `S�HT7NEL l bl(,//ta/N� SYSTFM� 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327 • 0790 DESCRIPTION DATE APPROVED STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING ENGINEER'S SEAL COMPANY Taking Pride In Building Excellence 1J08 NuMR PAGE Na PROJECT DESIGN: ENGR: DATE; _u_: �f.0! L.!4 I. „ rue ..e.�w : F\ WALL S 1- TINS R \ R T FTAIL TOP OF ROOF SHEET 24" ENDWALL SHEETING F- R P 1P R F- SEF D F } SHEET ANGLE \LY TOP OF ROOF SHEET - 30" 1 1/ ENDWALL SHEETING SE F R 1P R nF- SLn D SHEET ANGLE F1\EY TOP OF ROOF SHEET 28 $ { 7„ S ENDWALL SHEETING -- E R 3 , 1P R F- SL LSHEET ANGLE DE \LY \❑TESD (1) vA<E CUTS ❑\ OPPOSITE C❑R\ER FOR WALL SHEETS ❑\ ❑PP❑SITE SIDE OF THE RIDGE. (2) 3UILDINES WITH SLOPE LESS THA\ 2:12 \EED \❑ FIELD v❑DIEICATI❑N TO ENDWALL SHEETS E\DWALL SHEETS (3) ALTERNATE VETH❑D FOR TRIMNI\G E\DWALL SHEETS IS TO I\STALL A\D USE SHEET A\GLE AS GUIDE FOR CUTTI\G C❑R\ER ❑\ SHEETS REVISIDNS RENT SHTJ� IYEL� x1_111- �YarrE 237B 37SOUTH 4TH ST "DDR �a00) AVM° DESCRIPTION DATE APPROVED Taking Pride In Building Excellence ENCINF.: 'w:S SEAL 'D0 LIC v, N,q k�4 o 01 rz PACE Na. = eA i Qwd Y�w� LA) �,. . SIQNA1 E JCB HUMBER: ENCR: LIAT'. 44 > LOCA TION CLOSUPES PRE—FORMED RIDGE CAP TWD BEADS OF MASTIC ROOF PANEL I,S, CLOSURE W/ MASTIC ON N❑N—ADHESI E SIDE EAVE TRIM I,S, CLOSURE 1 1/2" BASE LAP 1 O.S.w•ogo°' CLOSURE EAVE STRUT WALL PANEL APE SEALANT BASE ANGLE/CHANNEL SECTI-N T ,.OH SI EWALL NOTE: ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAM AND UNDER BASE ANGLE OR BASE CHANNEL RIDGE ROLL (Std on Valumaster) D.S. CLOSURE (MASTIC TOP & BOTTOM OF CLOSURE) RAKE TRIM ROOF PANEL O.S. CLOSURE I.S. CLOSURE 1 1/2" BASE LAP STRIP OF MASTIC ROOF PURLIN WALL PANEL BASE ANGLE/CHANNEL SECTIO\ THRDU7iH E\ WALE_ REVISIONS REV DESCRIPTION DATE APPROVED ENGI'F.S SEAL L1c:'Fs� v.. .�sE,�`�� 42344 ,i+r-. "..710 �. rw •awl. MT Srs� a,av��T/HEC a ��..�.rrrn� 237 SOUTH 471-1 ST ALBION NA' 88620 (O0 q7-0790 Taking Pride In Building Excellence PACE No. JOB NUUEIC 2 DA'S,CN' ENCR.• PArA' 17 TK2150 SCREW @ 12" O.C. DOOR JAMB --- TK2150 SCREW @ EACH GIRT �n - JAMB COVER JAMB TRIM STANDARD TRIM PLACEMENT JAMB COVER JAMB TRIM ROOF SHEET EAVE TRIM Thk SIDEWALL SHEET EAVE TRIM EAVE STRUT TK2150 SCREWS @ 12" O.C. HEAD TRIM —� SIDEWALL SHEET DOOR HEADER HEADER COVER HEADER COVER HEAD TRIM ENDWALL SHEET LAPTEK SCREWS @ 12" O.C. CORNER TRIM — RAKE TRIM HEADER JAMB COVER CORNER TRIM REV TK2150 SCREWS @ EACH GIRT '-SIDEWALL SHEET CORNER TRIM TK2150 SCREWS © EACH PURLIN RAKE TRIM LAPTEK SCREWS @ 12" O.C. ROOF SHEET LAPTEK SCREWS @12"O.C. REVISIONS DESCRIPTION ENDWALL SHEET DATE APPROVED ROOF PURLIN —SHEET ANGLE 4" X 2" 16 GA. TK2150 SCREWS @ 6" O.C. TO ANGLE ENGINEER'S SEAL EAVE TRIM SwE1YTIHEL murio�nr�� ararrn+� � roe.g ....ir... 237 SOUTH 4TH ST ALBION,, ' h 68820 000) 329-O7B0 BASE TRIM Taking Pride In Building Excellence na.n.rr too., nn the adirr.enl eeo n P.MInt find ding nr di Ha natal, ' • nr Ir .ting . hr ;Rehm,/ of Ihrw nr. r IN fa r. em.d =.n srnf.s. m.�n... Sysl Sms . Ilyd 1n Ihr lrnclnrn pnrinrmont. of Ihr h Srniinr f3•4dNgd �.e.ro. PACE' No. COMPANY 306 NUMBER PROJECT DESIGN: ENGR: 22 DATE: DET_• v. r.4. °.. 171,Cey f-p\o ice' t 44 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS UL -60 ROOF UL -90 ROOF TK____ SCREWS ® TK____ SCREWS ® 12" 0.C. AT PURLINS 6" 0.C. AT PURLINS ROOF PEAK PURLIN TK____ SCREWS ® 6" 0.C. PEAK BOX LAPTEK SCREWS ROOF SHEET RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN ENDWALL SHEET, USE TK____ SCREWS ® 6" 0.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS ROOF SHEET SIGNAGE BOX-- LAPTEK SCREWS CENTER SIGNAGE BOX ON ENDWALL ENDWALL SHEET, USE TK____ SCREWS ® 6" 0.C. AT RAKE ANGLE ROOF AT SINGLE RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) AT EACH PURLIN SLOPE SIGNAGE BOX RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" MASTIC APPLICATION DETAIL AT INSTALLED PANEL ROOF SHEET RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS TK____ SCREWS 12" 0.C. AT PURLINS REFERENCE UL -90 ROOF RATING SCREW PLACEMENT SHEET RAKE TRIM CLOSURE POP—RIVET TO RAKE TRIM am. ENDWALLJ SHEET r—� TK____ SCREWS ® 6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS ® 6" 0.C. AT TOP OF WALL SHEET EAVE TRIM LAPTEK SCREWS ® 12" O.C. PANEL TO PANEL �LAPTEK SCREWS EVERY 20" TK____ SCREWS ® 12" O.C. AT GIRTS BASE ANGLE OR CHANNEL TK____ SCREWS ® 6" O.C. AT BASE OF WALL SHEET SIDEWALL SHEET CORNER TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS ENDWALL/SIDEWALL CORNER (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) l *i R REVISI❑NS REV DESCRIPTION s J/ a�nrg ss�vrrn�a vrwraari rrrr< 237 SOUTH 4TH ST AZ381041, NE 68620 ((80011 327-0790 Taking Pride In Building Excellence PROJECT DATE APPROVED JOB NUMBER: ESICN.• ENO; DATE PAGE No. Z�rome DET• rnS A Rep.w. eal nor aeGIN WwlrM.w Inc. ENGINEER'S SEAL AI! RETURN MASTIC DOWN PURLIN BEARING EDGE AND RETURN 6" MASTIC APPLICATION DETAIL AT INSTALLED PANEL ROOF SHEET RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS TK____ SCREWS 12" 0.C. AT PURLINS REFERENCE UL -90 ROOF RATING SCREW PLACEMENT SHEET RAKE TRIM CLOSURE POP—RIVET TO RAKE TRIM am. ENDWALLJ SHEET r—� TK____ SCREWS ® 6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS ® 6" 0.C. AT TOP OF WALL SHEET EAVE TRIM LAPTEK SCREWS ® 12" O.C. PANEL TO PANEL �LAPTEK SCREWS EVERY 20" TK____ SCREWS ® 12" O.C. AT GIRTS BASE ANGLE OR CHANNEL TK____ SCREWS ® 6" O.C. AT BASE OF WALL SHEET SIDEWALL SHEET CORNER TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS ENDWALL/SIDEWALL CORNER (NOTE: IF NO INSULATION IS PRESENT USE TK2125 SCREWS, IF WALL INSULATION IS UNDER 6" USE TK2150 SCREWS, IF INSULATION IS 6" OR GREATER USE TK2200 SCREWS.) l *i R REVISI❑NS REV DESCRIPTION s J/ a�nrg ss�vrrn�a vrwraari rrrr< 237 SOUTH 4TH ST AZ381041, NE 68620 ((80011 327-0790 Taking Pride In Building Excellence PROJECT DATE APPROVED JOB NUMBER: ESICN.• ENO; DATE PAGE No. Z�rome DET• rnS A Rep.w. eal nor aeGIN WwlrM.w Inc. ENGINEER'S SEAL GUTTERS AND DOW\ SPOUTS ARE AN ❑PTI❑N THAT VAY \❑T 3E PRESE\T ❑\ THIS 3UILDI\G, INSIDE CLOSURE— r LAPTEK SCREWS ROOF PANEL— GUTTER STRAP 24" ❑,C, LAPTEK SCREW @ 12" ac, LAPTEK SCREW @ GUTTER STRAPS TK____ SCREW (SEE NOTE A) EAVE STRUT SIDEWALL PANEL P -6 EAVE TRIM TK____ SCREW (SEE NOTE A) LAPTEK SCREW @ 12" ❑,C, STANDARD GUTTER GUTTER OUTLET OUTSIDE CLOSURE DOWN STRAP SEE DETAIL A -A DOWN STRAP CLB❑W h.1 3" GUTTER LAP \i . "-POP RIVETS AND . DOWNSPOUT USE THIS METHOD FOR FORMED TYPE DOWNSPOUTS, CAULK - i 1 1 FASTEN TO OUTLET WITH POP RIVETS TYP (4) PLACES DOWNSPOUT C❑NNNECTI❑N/ GUTTER LAP DETAIL BOTTOM SIDE OF GUTTER SHOWN OUTLET HOLE CUT TO FIT FORMED OUTLET GUTTER CUT OUT FOR OUTLET ATTACHMENT 3" GUTTER LAP USE THIS METHOD FOR BOXED TYPE DOWNSPOUTS POP RIVETS AND CAULK--.:_ --- DOWNSPOUT FASTEN TO BENT TABS WITH POP RIVETS TYP (4) PLACES DOWNSPOUT CONNNECTI❑N/ GUTTER LAP DETAIL 3 1/2" BOTTOM SIDE OF GUTTER SHOWN " CUT LINES BEND LINES BEND TABS DOWN TO FASTEN DOWNSPOUTS AS SHOWN AT LEFT, GUTTER CUT OUT FOR OUTLET ATTACHMENT LAPTEK SCREW ,ULTI—RIB PANEL DOWNSPOUT STRAP DOWNSPOUT POP RIVET DETAIL A -A (2) REQD PER STRAP MULTI -RIB PANEL ERECTI❑N NOTES: (A) LOCATE (1) TK SCREW ON . EACH SIDE OF MAJOR RIB ON ROOF PANEL, REVISI❑NS REV aur• R•�... arsrawrs 237 SOUTH 4TH ST ALBION NE 68E20 ((8001) 327'-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED PAGE No. JOB NUMBER; DE'3rc,i Ly K een,a n tir OATS: DET.• ENGINEER'S SEAL ❑ VERHEAD STYLE DOERS ARE A\ ❑PTI❑\ THAT vAY \❑T E PRESE\T ❑\ THIS 3UILDI\❑ TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) - OPENING WIDTH - PAD L❑CATI❑N FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3' WIDE (— 7 CENTERLINE L _1 OF SHAFT 7 S.R. LI STEEL PADS FOR SPRING ANCHOR BRACKET MOUNTING HEADER SQUARE AND PLUMB JAMB *See track detail for headroom clearance dimensions **Not applicable to full vertical track S.R. = Minimum Required Sideroom OPENING HEIGHT REVISIONS REV DESCRIPTION DATE APPROVED 237 SOUTB 477! ST ALLEI0 NE 88820 800 327-0790 Taking Pride In Building Excellence Jae HUMBER: DESIGN ENCR.• LUTE. PACE No. "'s=., « Of 2 r a+a.. r u,,.e 1. DEP ENC, ' ' EAL Itti ,? 1 = 1234 OV -1:AD )OOR SP G PAD A\1 CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH #12 SDS SCREWS ENDWALL DOOR SPRING PAD FRAMING END VIEW (From Bldg Interior) SIDE VIEW 2"x 3"x 16 ga ANGLE ."`"---ENDWALL RAFTER SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE TYP COLD FORMED RAFTER ON BUILDING INTERIOR SIDE VIEW 2"x 3"x 16 ga ANGLE ENDWALL RAFTER END VIEW (From Bldg Interior) � —SPRING PLATE „ 3"x 16 ga ANGLE TYP HEADER TYP2"x 3"x 16 ga ANGLE TYP COLD FORMED RAFTER ON BUILDING INTERIOR W/ MOMENT SPLICE SIDE VIEW 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) END VIEW (From Bldg Interior) P ENDWALL RAFTER SPRING PLATE \\_ HEADER TYP. 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS SACK ANG ETAILS NOTE: Local Dealers for Overhead Brand Doors provide material to back hang the track. PURLIN TYP 2"x3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL PURLIN 2"x 3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL z c) EAVE STRUT SPRING PLATE - HEADER TYP. END VIEW SIDE VIEW 2"x (From Bldg SIDEWALL DOOR SPRING PAD 3"x 16 ga ANGLE Interior) FRAMING DETAIL REVISI❑NS REV s�r 237 SOUTH 4( TN ST AI,BIOhr 327 NA' -0790 88620 800 DESCRIPTION Taking Pride In Building Excellence DATE JOB DUMBER: APPROVED imm =CH: \SNC4 NM PACS No. 2�0 DAT: