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HomeMy WebLinkAboutPlansSENTINEL BUILDING SYSTEMS P. O. BOX 345 ALBION, NE 68620 (800) 327-0790 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 145 COUNTY RD 225 RIFLE, CO 81650-9400 PROJECT: PICEANCE FISHING & RENTAL LOT #2 BUDS WAY RD PARACHUTE, CO 81635 B2811060) APPROVE SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT Date By FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE page of BUILDING DATA: Width (ft) = 60it) Peak Offset (ft) = 30 Length (ft) = 100 Eave Height (ft) = 22 Roof Slope (rise/12) = 2:12 Dead Load (psf) = 2.650 Live Load (psf) = 20.00 Live Load Reductk4, ion = No Frame Load (psf) = 20 Collateral Load (psf) = 1 Roof Snow Load (psf) = 40 Ground Snow Load (psf)= 47.62 Wind Load = 90 mph Wind Code = IBC 09 Closure = Closed Internal Wind Coeff = 0.18,-0.1B Exposure = C Importance -- Wind = 1.00 Importance - Seismic = 1.00 Seismic Coefficient = 0.530 (Ss*Fa) Seismic Zone/Design Category = C Designer = KF DATE: 9/14/11 , : 271e4 -4 .fsa Elf. f 4 & v `N! Sys d 4 .;w. , °{: : xM-iA`X.s7„ ' r S".�,"•'-V s a,,,q,. - . Tp .• -ai..: .xir �'�_ r -c:M .���� i?i .?e��_.. , . _ ._...:x �.. t ,x. - � � - '�.'+X �. z' � , -. - 'La -_:fit ai.. •k. r ...a. — .....-...--�.,.j`ek-*^..�. W BOLT TIGHTENING PROCEDURES A325 BOLTS DIRECT TENSION INDICATOR TURN -OF -NUT METHOD BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENSION1 KIPS , aao 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 ordinary 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 bringto "snug tight", Then additionally lighten all bolts by te 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. // M7' „ e ►pA /14)44 y . rcf .r'e/el area � p ,e,u/ns S'e M/J�•�p� � r, p��r id'e /94 —r/A/ "e" . r45/9 0,/ , Multi—iib or R—Loc Panel La -p Y ote: PBR panel shown. If a Y on---PBR panel is used the long leg does not exist, both are short. Mastic tape sealant is optional on wall panels MASTIC TAPE SEALANT 1/2" LAPTEK 20" O.C. 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'-0" 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. REV DESCRIPTION DATE APPROVED ADDED OFF NODULE CORNER DETAIL 5/22/02 DMV REVISIONS V4-2 0uil R4 S rt MS 237 SOUTH 4TN S? ALBION, NE 68620 MO) 327-079D Taking Pride fn Bu+Iding Excellence PAGE Na AB KINDER. DESIGN, .RS DATE, 4/ 3/02 _ UL -60 ROOF RATING SCREW PLAC For 'Multi—Rib or R --Loc' 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 �' M ENT SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT PEAK TK____ SELF DRILLER WALL/ROOF SCREW (2) PER FOOT NEXT TO HIGH RIB AT EAVE 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 REV DESCRIPTION DATE APPROVED 1 ADDED OFF MODULE CORNER DETAIL 5/22/02 DMU REVISIONS SEDT 10..T C'SREHS 237 SOUTH 4114 ST ALBION, NE 68620 (8000 327-0750 Taking Pride In Building Excellence PALE Na J xldiXR. DESF5 JL5 REV WE, 4/ 3/02 BUILDING ICODE: IBC 09 STATE CODE: IBC 09 Job Number: B28110 Job Name: PICEANCE FISHING (Sc RENTAL Job Location: PARACHUTE, CO 81 635 Builder: TALLY HO CONSTRUCTION E \ G I N =E DATE: 9/ 7/11 DESIGNED BY: KF BUILDING DESCRIPTION WIDTH: LENGTH: EAVE HEIGHT: ROOF SLOPE: 60 feet 100 feet 22 feet 2.0000:12 DESIGN LOADS LIVE LOAD: 20.00 psf RIGID FRAME LIVE LOAD: 20 psf COLLATERAL LOAD: 1 psf ROOF DEAD LOAD: 2.650 psf FRAME SELF WEIGHT: INCLUDED WIND LOAD: 90 mph EXPOSURE: C WIND IMPORTANCE FACTOR: 1 .00 INTERNAL PRESSURE COEFFICIENT: +0.18 /-0.18 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: C SEISMIC COEFFICIENT: 0.530 (Ss*Fo) ASSUMED SITE CLASS: D OCCUPANCY CATEGORY: II — Normal ROOF SNOW LOAD (P ): 40 psf (Ps SNOW LOAD FACTORS GROUND SNOW LOAD: 47.62 psf = 1.00 Ce = 1 Ct = 1 .20 Cs = 1.00 Terrain Category: C Slippery/Unobstructed Roof: Y Rain—on—Snow Surcharge = 0.00 psf S s = 0.35 S = 0.07 SDs = 0.35 5DI= 0.12 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 11.7-1, ASCE7-05 (IBC06/IBC09)], in which case Cs and R do not apply and ore not used to calculate the base shear, V. COMMENTS I \G DATA BUILDING FRAMING LEFT ENDWALL FRAME TYPE: Rigid RIGHT ENDWALL FRAME TYPE: Rigid INTERIOR FRAME TYPE: 5 rigid frames, clear span ROOF BRACING: Rod Diagonal Bracing LEFT ENDWALL BRACING: Rigid Frame RIGHT ENDWALL BRACING: Rigid Frame FRONT SIDEWALL BRACING: Rod Diagonal 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 go. R—Loc Panel ROOF PANEL COLOR: Lt. Stone (CSS) ROOF TRIM COLOR: Brown (CSS) WALL PANEL: 26 go. R—Loc Panel WALL PANEL COLOR: Lt. Stone (CSS) WALL TRIM COLOR: Brown (CSS) 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 V (k) LONGITUDINAL BASE SHEAR: 10.50 TRANSVERSE BASE SHEAR: 19.10 DEFINITIONS/ABBREVIATIONS Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor EW: Endwall SW: Sidewall RF: Rigid Frame DJ: Door Jamb Wind Pressure Wind from Right Bolt Details: PAGE(S 7-9 ro--1/ DRAWING INDEX DESCRIPTION COVER SHEET ANCHOR BOLT PLAN RIGID FRAME SECTION ENDWALL ELEVATIONS SIDEWALL ELEVATIONS ROOF FRAMING PLAN ADDITIONAL DETAILS ,YOB SPECIFIC DETAILS PAGE(S) DESCRIPTION GENERAL DETAILS ACCESSORY DRAWINGS SEISMIC RESISTING SYSTEM ABBREVIATIONS: OMF = Ordinary Steel Moment Frame OCBF = Ordinary Steel Concentrically Braced Frame CC = Cantilevered Column System REVISIONS REV DESCRIPTION SENTINEL BUILDING SYSTEMS A trrmml c• GLOBAL Imanew. INC. 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PROJECT PICEANCE FISHING & RENTAL LOT #2 BUDS !MY RD PARACHUTE, CO 81635 DATE APPROVED PACE Na JOB NUMBER: ! 0 DESIGN: EF ENGR.• DM1 DATE: 9/ 7/11 DET: reread on fee odearenl vel. roe sedmrl ekerdeg Seelrr.% e Q , Ger! Wert(- . le acting v Engineer a of er mewed IM eng+rer eb famine Senders ie CrnYN le lee el.« ur=l e earoaMnul lti.(/�e Oy Sdnl+rf ew�N+q d ENGINEER'S SEAL #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 NMI LAPTEK- 7/8" LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL POP -RIVET 1/8"95 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES 26 GAUGE ROOF PANEL LAIN PREFORMED PEAK CAPS MASTIC SEALANT ROOF SEAMS MAN HEAD IR. JAMB IRIA7 AKE TRIM :. Np efACKR n.q. r (LAgrtp Y/ 26 GAUGE WALL PANELS —FOAM CLOSURES ORNER TRIM BASE TRIM (OPITTONAL) NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR OTHER BUILDING OPTIONS COLD FO 1\tE3 STEEL CO PRIMED IL ECT. NAME v1EMBERS: ASTM A1011 -SS Gr. 55 DIMENSIONS PCE04256 IPCE04254 CE04356 PCE04354 PCE06256 A B C 4 2.5 2.5 MEMBER PROPERTIES D GA. AREA ix .77 16 .57 1.51 ly .51 Se 0.64 4 2.5 2.5 .80 14 .71 1.86 .64 0.84 4 3.5 3.5 .77 16 .68 1.95_ 1.15 0.72 4 3.5 3.5 .80 14 .85 2.41 1.43 0.90 PCEO6254 PCE06356 PCE06354 PCE06352 PCE08256 PCE08254 PCE08252 6 6 6 2.5 2.5 3.5 2.5 2.5 3.5 .77 .80 .77 16 14 16 .68 .85 .80 3.84 4.75 4.85 .59 0.74 1.34 1.11 1.44 1.19 6 3.5 3.5 .80 14 .99 6.00 1.66 1.55 6 3.5 3.5 .87 12 1 .41 8.41 2.36 2.40 8 2.5 2.5 .77 16 .79 7.53 .65 1.60 8 2.5 2.5 .80 14 .99 9.33 .81 2.13 PCE08356 JPCE08354 PCE08352 8 2.5 8 3.5 2.5 .87 3.5 .77 12 1.41 13.14 1.15 3.28 16 .91 9.33 1.47 1 .65 8 3.5 3.5 .80 14 1.13 11.57 1.83 2.29 8 3.5 3.5 .87 12 1.61 16.29 2.60 3.52 PCE08350 JPCE10256 PCE10254 PCE10252 PCE10352 PCE12356 PCE12252 1'PCE12352 8 3.5 3.5 .63 10 1 .97 19.77 2.86 4.44 10 2.5 2.5 .77 16 .91 12.81 .69 1.99 10 2.5 2.5 .80 14 1.13 15.90 .86 2.87 10 2.5 2.5 .87 12 1 .61 22.44 1.23 4.48 10 3.5 3.5 .87 12 1.81 27.39 2.79 4.78 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.48 12 2.5 2.5 .87 12 1.81 34.96 1.29 5.81 12 3.5 3.5 .87 12 2.01 42.11 2.95 6.17 PZE04256 PZE04254 PZE04356 • PZE04354 PZE06256 PZE06254 PZE06356 PZE06354 PZE06352 PZE08256 PZE08254 4 2.5 2.5 .65 16 .57 1.55 1.08 0.62 4 2.5 2.5 .68 14 .71 1.92 1.35 0.80 4 3.5 3.5 .65 16 .68 1.99 2.54 0.65 4 3.5 3.5 .68 14 .85 2.46 3.18 0.85 6 2.5 2.5 .65 16 .68 3.91 1.08 1.07 6 2.5 2.5 .68 14 .85 4.84 1.35 1.37 6 3.5 3.5 .65 16 .79 4.91 2.54 1.13 6 3.5 3.5 .68 14 .99 6.09 3.18 1.47 6 3.5 3.5 .73 12 1.41 8.57 4.58 2.27 8 2.5 2.5 .65 16 .79 7.62 1.08 1.51 PZE08252 PZE08356 PZE08354 8 8 8 8 2.5 2.5 3.5 3.5 2.5 .68 2.5 .73 3.5 .65 3.5 .68 14 12 16 14 .99 1.41 .91 1.13 9.46 13.35 9.42 11.69 1.35 1.95 2.54 3.18 2.04 3.18 1 .53 2.19 SHAPE CEE/CHANNEL D B } ZEE D EAVE STOUT A D } } B D 16ga = 0.057" 14ga = 0,071" 12ga = 0.101" 10ga = 0.129" DONENTS GALVANIZED MEMBERS: ASTM A653 -SS Gr. 50 CLASS 3 SECT. NAME GCE08256 GCE08254 GCE08252 GCE08356 GCE08354 GCE08352 GCE10256 GCE10254 GCE10252 GCE10352 DIMENSIONS AB CD GA. MEMBER PROPERTIES AREA Ix 8 2.5 2.5 .77 16 14 12 8 2.5 2.5 8 2.5 2.5 .80 .87 .79 7.53 .99 9.33 1.41 13.14 ly Se .65 1.67 .81 2.19 1.15 8 3.5 3.5 .77 16 .91 9.33 8 3.5 3.5 8 3.5 3.5 10 2.5 2.5 10 2.5 2.5 10 2.5 2.5 .80 .87 .77 .80 .87 14 12 16 14 11.57 16.29 12.81 15.90 12 1.61 22.44 1.47 1.83 2.60 .69 .86 1 .23 10 3.5 3.5 .87 12 1.81 27.39 2.79 3.28 1.62 2.22 3.41 2.06 2.99 4.48 4.88 GCE12356 GCE12352 GZE08256 GZE08254 GZE08252 GZE08356 GZE08354 12 3.5 3.5 .77 16 1.14 23.97 1.66 2.58 12 3.5 8 2.5 8 2.5 3.5 2.5 2.5 .87 .65 .68 8 2.5 2.5 .73 12 16 14 12 2.01 .79 .99 1.41 42.11 7.62 9.46 2.95 1.08 1.35 6.02 1.58 2.08 13.35 1.95 3.23 8 3.5 3.5 .65 16 .91 9.42 2.54 1.59 GZE08352 GZE10256 8 3.5 3.5 8 3.5 3.5 .68 14 1.13 11.69 3.18 2.23 .73 10 2.5 2.5 .65 12 1.61 16 .91 16.50 4.58 3.45 12.93 1.08 1 .94 GZE10254 10 2.5 2.5 .68 14 GZE10252 0EAVEL84/GEAVEH84 GEAVEL82/GEAVEH82 GEAVEL04/GEAVEHO4 GEAVEL02/GEAVEH02 GDLO8PO4/GDHO8PO4 10 2.5 2.5 8 4.0 4.0 .73 1.0 1.13 16.06 12 1.61 22.71 14 1.23 12.96 1 .35 1.95 2.74 8 4.0 4.0 10 4.0 4.0 10 4.0 4.0 1.0 1.0 1.0 12 1.74 18.11 14 1.37 21.63 12 1.94 30.29 3.79 2.95 4.08 2.83 4.40 2.59 3.84 3.38 5.19 8 4.0 4.0 1.0 14 1.23 12.96 2.74 2.59 PRIMED MEMBERS: ASTM A1011 -SS G . 55 SECT. NAME PCH06306 DIMENSIONS A B C GA MEMBER PROPERTIES AREA Ix 6.25 2.99 2.99 0.0 PCH06304 6.25 3.01 3.01 0.0 PCH08306 8.25 2.99 2.99 0.0 PCH08304 PCH08302 8.25 3.01 3.01 0.0 8.25 3.05 3.05 0.0 10.25 2.99 2.99 0.0 16 14 16 14 12 16 .68 4.23 ly .62 Se 0.75 .85 5.30 .79 8.11 .78 1.04 .67 1.00 .99 10.07 1.41 14.26 .91 13.53 .85 1.23 .71 1.53 2.49 1.27 10.25 3.01 3.01 0.0 14 1.13 16.83 .90 1.89 PZE08352 8 3.5 3.5 .73 12 1.61 16.50 4.58 3.38 PZE10256 PZE10254 PZE10252 10 2.5 2.5 .65 16 .91 12.93 1.08 1.87 10 2.5 2.5 .68 14 1.13 1 6.0 6 1.35 2.68 10 2.5 2.5 .73 12 1.61 22.71 1.95 4.34 PZE12356 PZE12352 PDLO6P06/PDHO6P06 PDL06PO4/PDHO6PO4 EAVE L84/EAVE H84 EAVEL82/EAVE H82 EAVEL04/EAVEH 04 EAVEL02/EAVE H02 12 3.5 3.5 .68 16 1.14 24.11 2.54 2.31 12 3.5 3.5 .73 12 2.01 42.43 4.58 5.97 6 4.0 6 4.0 4.0 .77 4.0 .80 16 .85 5.35 1.85 1.21 14 1.06 6.62 2.30 1.59 8 4.0 8 4.0 4.0 1.0 4.0 1.0 14 1.23 12.96 2.74 2.54 12 1.74 18.11 3.79 3.77 10 4.0 10 4.0 4.0 1.0 4.0 1.0 14 1.37 21.63 2.95 3.24 12 1.94 30.29 4.08 5.10 10.25 3.05 3.05 0.0 12 1.61 23.85 1.30 3.47 REVISIONS REV DESCRIPTION SENTINEL BUILDING_aSTEMa 237 SOUTH 4.77I sr ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PROJECT PICEANCE FISHING & RENTAL LO7' ,f2 BUDS WAY RD PARACHUTE, CO 81635 DATE APPROVED JOB NUMBER: /281/0 ENCR: DMA' PACE No. ENGINEER'S SEAL • Ile named ire Ine adjacent mai. roe Sentinel &Oran acIlng as Use Engineer at Record. Dr ...parse:Sly al c'o▪ n,Panents design, FRAME LINES: (?.,__COLUMN LINE IV V RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Frm Col Line Line Column Reactions Load Hmax V Load ID H Vmax ID 1 * A 6 14.7 32.4 7 13.2 40.9 1 * F 2 5.8 -8.7 8 -13.2 40.9 1* Frame lines: 1 2 3 4 5 (k ) Hmin H V Anc._Bolt Base_Plate (in) Grout Vmin Qty Dia Width Length Thick (in) 1 -5.8 -8.7 4 0.750 6.000 37.00 0.375 0.0 3 -0.8 -13.8 6 -14.7 32.4 4 0.750 6.000 37.00 0.375 0.0 4 0.8 -13.8 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 bose plates are designed not to exceed a bearing pressure of 1050 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 totol 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. For buildings classified os closed (Closed/Open = C), 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. BUILDING BRACING REACTIONS ± Reactions (k ) -Woll - Col -Wind - -Seismic - Loc Line Line Horz Vert Horz Vert L_EW 1 F_SW F R_EW 5 B_SW A Rigid Frame At Endwall 2 ,3 4.9 3.9 5.3 4.2 Rigid Frame At Endwall 3 ,2 4.9 3.9 5.3 4.2 Panel Sheor (Ib/ft) ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR Frm Col Load Line Line ID Column Reactions (k ) Hmax V Load Hrnin H Vmax ID H 1 C 9 3.4 5 0.0 1 D 9 3.4 5 0.0 5 E 9 5 5 B 9 5 3.6 0.0 3.6 0.0 0.3 0.5 0.3 0.5 0.2 0.4 0.2 0.4 V Vmin BOLTS, & BASE PLATES Anc. Bolt Qty Dia Base_Plate (in) Width Length Thick Grout (in) 10 -3.1 0.3 2 0.750 4.000 8.000 0.375 0.0 10 -3.1 0.3 2 0.750 4.000 8.000 0.375 0.0 10 -3.3 0.2 4 0.750 6.000 8.500 0.375 0.0 10 -3.3 0.2 4 0.750 6.000 8.500 0.375 0.0 NOTES FOR REACTIONS 1. All loading conditions are examined and corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads ore in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The verticol reaction is downward. 4. Building reactions are based on the following building Width (ft) Length (ft) Faye 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 (Fo*Ss) only maximum/minimum 1-1 or V and the ) • 60.0 = 100.0 • 22.0/ 22.0 • 2.0/ 2.0 • 2.7 • 1.0 = 20.0 = 40.0 = 90.0 = IBC 09 = C = C = 1.00 = 1.00 = C - 0.53 5. Loading conditions are: 1 0.60DL+WL1 2 0.60DL+WR1 3 0.60DL+LnWndl+LWINDI_L2E 4 0.60DL+LnWndl+LWINDI_R2E 5 1.05DL+ 1.05CL-0.70SeisL 6 1.04DL+ 1.04CL+SL+0.52LnSeis+0.20Drift-F0.20SIide 7 DL+CL+0.75SL+0.75Drift+0.75SIide+FICRANEA2 8 0L+CL+0.75SL+0.75Drift+0.75Slide+F1CRANEA3 9 0.60DL+W'R2+WS 10 0.60DL+WP+LnWnd2 data: REVISIONS REV DESCRIPTION A Miaow arCL68A4 I,o =Enc Mc 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PICEANCE FISHING el- RENTAL ss LOT #2 BUDS jf'AY RD PARACHUTE, CO 8/635 DATE APPROVED ENGINEER'S SEAL 11#° IIEG/Z1 tiC g.c? 271641 JOB NUMBER: 281/0 DESIGN.' XF ENCR: DMH DATE.: 9/12/f f PACE Na. z,/ DET: nomad on 04 .... ow!. S.n1YM B. .Oubcl Inn." oci:v hp'+t n ongiwor nom..n* Smt tot 6JE:,p Sin... a s0a.a io 11. Wweibra 000. Mamas -. W Ih r 'ANAL f EDio= 3/4'. 3" 2 1/2" See Plan DETAIL A EW Dia= 3/4" 6" DETAIL B Dia= 3/4" 4" �n I L - 3" 2 1/2' EW/ sw See Plan DETAIL E Dia= 3/4" 6" T Io taIta _1_ 4" L. 1 3/4'1111 3/4" 1'-0" DETAIL C SW Dia= 3/4" 6" T 0 1 6" 4" 1 3/4' See Plan DETAIL D 1 3/4" S NOTE: OUT -TO -OUT OF STEEL DIMENSIONS DOES NOT INCLUDE OPTIONAL NOTCH. ADD NOTCH DIMENSIONS T OVERALL MEASUREMENTS AT DESIRED LOCATIONS, WALL PANEL BASE MEMBER (ANGLE OR OPTIONAL CHANNEL) S��E� E 005V1c,C)."0"\- OPTIONAL BASE TRAl*J4L11.111:00 OPT (OUTSIDE OF STEEL LINE CONCRETE FOUNDATION ] 1/2' PLACEMENT OF OPTIONAL CONCRETE NOTCH 01 OUT -TO -OUT OF STEEL 0 [0 1 100'-O"OUT-TO-OUT OF STEEL 25'-0" 25'-0" 25'-0" 25'-0" X--Sracing 0 14' 4" 5'-1Q . •• . el ✓ • 1. E E� E 0 • • • • D 1. D • E D ANCHOR BOLT SUMMARY Dia Qty Locate (in) ID 12 12 lid 40 Jamb End wall Frame 3/4" 3/4" Total Bend Len Len Proj Type (in) (in) (in) A36 A36 A36 11.5 11.5 11.5 4.00 4.00 4.00 2.50 2.50 2.50 0 •.♦ 0'- 0" 10'-4" 25'- 19 X -Bracing 25'-0" 4 25' 19 FRAME LINE - DIMENSIONS ALL DRAWINGS NOT TO SCALE DIAGONAL MEASUREMENT = 116'-7 7/16' Q ANCHOR BOLT PLAN NOTE: All Bose Plates Q 100'-O" (U.N.) a 4'-- 25'-0" REVISIONS REV DESCRIPTION SENTINEL BUILDING SYSTEMS A Erma. e'GlOBAL Imam* sec 237 301/711 4711 37' ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PICEANCE FISHING & RENTAL ss LOT 12 BUDS WAY RD PARACHUTE, CO 816'35 DATE J08 NUMBER: APPROVED 0" 0 I I 0 0 cv t� 0 0 0 1-9 0 0 i I © o cv c./ ENGINEER'S SEAL .28/10 DESIGN.° AT E'NCR: DM Ir PACE No.WW1. war, ror 5 DATE: 9/12/11 DET: ✓ opiimrour '14,4(C0)▪ td �: z271C4 45 ate,,♦34;M ♦ `/ 2!• t r 1 r SPLICE PLATE & BOLT TABLE Mark SP -1 SP -2 Qty Top Bot Int Type Dia Length Width Thick Length 4 4 2 A325 1.000 2.75 4 4 0 A325 0.750 2.50 6" 3/4'. 6" 5/8" 2,-2" Z' FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in) A — L2x 1 /8 12 MEMBER TABLE Mark RF1 —1 RF1 —2 Web Depth Web Plate Start/End 36.0 36.0 36.0/36.0 36.0/36.0 30.0/18.0 18.0/18.0 18.0/18.0 Thick 0.188 0.188 0.313 0.250 0.188 0.188 Length 119.0 24.0 116.1 118.9 119.0 93.2 Outside Flange W x Thk x Length 6 x 1/4 x 229.1 6 x 1/4" x 24.0 6 x 5/16" x 36.7 6 x 1/4" x 107.9 6 x 3/8" x 218.2 Inside Flange W x Thk x Length 6 x 1/2" x 224.5 6 x 1/2" x 119.5 6 x 1/4" x 209.1 0 c53501s. 1) air Strut _______--------Vlli.IIII,----;—----r By I I tn R---:---T=____ j.---T'--------_____________„___________" I I I 100 I I I I I I 52'-0" Crane Span I C 1 it FR35pA I) to L6 3'-0 3 4" co y I 0 c 0 0 I o r 0 u cc) N 0 0 0 d v CV 0 53'-10 1 2" Clearance rI u u F84 Aran 3` 0 3 4" 601-0" OUT -TO -OUT OF STEEL RIGID FRAME CROSS SECTION FOR FRAME LINE 1 2 3 4 5 CO 0 cv N REVISIONS REV DESCRIPTION Taking Pride In Building Excellence SENTINEL BUILDING SYSTEMS PR°A T A Darwnl cc ClORAL i1tm11m IIS. 237 SOUTH 4T11 ST PICEANCE FISHING do RENTAL ALBION, NE 68620 (800) 327-0790 ACCRISS LOT #2 BUDS WAY RD DATE APPROVED PAGE No. Jab NUMBER: ;281/0 PARACHUTE, CO 81635 DES/GN.: AT ENCR.• D.IIIf DATE' 9/13/11 Nnllr 1h. K+*• Oo 1.4 o djocBa, Baal. m Salt s,. tmae a n ilTI.kr. r .•r IM &weer and Salina b1Nparkb IM aaarca al lay DET: V• knIkme Akacirg ENGINEE'R'S SEAL C-0" OUT -TO -OUT OF STEEL '-o" 14'-0" 23'-0" Tt 12131 12131 G-2 12131 12131 6-2 G-1 DH -1 G-2 G-2 G-1 EC -1 EC -1 ENDWALL FRAMING: FRAME LINE 1 12131 1213) BOLT TABLE FRAME LINE 1 LOCATION Columns/Raf QUAN TYP E DIA LENGTH 10 A325 1/2" 1 1/4" MEMBER TABLE FRAME LINE 1 2 2 6 2 1 EC -1 DH -1 G-1 6-2 G-3 G-4 6-5 MC8x 18.7 PCE08356 PZE08254 PZE08252 PZE08256 PZE08256 PZE08256 24'-9 9/16" 14'-0" 22'_7 5/8" 22'-7 5/8" 17'-4 7/16" 13'-10 1/2" 17'-4 7/16" ANGLE TABLE FRAME LINE 1 PNH08206 PAN04206 20`-0" 20'-0" CONNECTION PLATES FRAME LINE 1 ❑ ID QUAN MARK/PART 1 2 3 4 4 10 8 2 PC8BLT GRT12 CGC8 CP1---110 132" OF CLEARANCE FOR OVERHEAD DOOR W/0 OPERATOR BETWEEN HEADER AND UNDERSIDE OF PURLINS AT THE DOOR JAMB. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. REVISIONS DESCRIPTION SENTINEL BUILDING SYSTEMS A Ilrelae or MAUL imams, ams, aec 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence APPROVED PAGE No. PRWWT PICEANCE FISHING & RENTAL LOT 12 BUDS IYA.Y RD ROB NUM8ER: ' En110 PARACHUTE, CO 81635 DESIGN. KP NNW: DM DATE.' 9/12/11 Der ✓ P..v.,w n9R+0 'm IM allot -xi Mol. SeoPnel So.l.nw. , Coot. I,a na :t, .,c.. toeing, lM Enpmw d TM anloonaAly Of ,M ng.rer twa.e en:1 SwiC11M 8,54, .d Yr� +b to YI Asw polo -ono= s the wnoon.nle a..en.d S.hl'++lry *sierra. ENGINR'S SEAL r f j4�0 RG07eo CS: 27x184 60'-0" OUT—TO—OUT OF STEEL 20'-0" 20'-0" 20'-0" 2" 2'N 12 0 G-10 0 4 ©O G-13 t ti G--14 G--9 G-13 131 `�_ G-9 [2131 G-8 G-13 G-8 12131 23 G-7 G-12 G-7 NM ED 41 C6 G-6 G--11 G-6 12131 0— L2131 E3 71 09 - __ 12131 .. 1 EC -2 T EC -2 ENDWALL FRAMING: FRAME LINE 5 BOLT TABLE FRAME LINE 5 LOCATION Columns/Raf QUAN TYPE DIA LENGTH 10 A325 1/2 " 1 1/4" MEMBER TABLE FRAME LINE 5 2 22 2 2 3 1 EC -2 0-6 G-7 G-8 0-9 G-10 0-11 0-12 G-13 0-14 W8x18 PZE08256 PZE08356 PZE08254 PZE08354 PZE08256 PZE08256 PZE08356 PZE08254 PZE08256 24'-3 9/16" 19,--8 3/8" 19'-8 3/8" 19'-8 3/8" 19' 8 3/8" 14"-5 3/16" 19'-5 1/4" 19,-5 1/4" 19'-5 1/4" 14'-5 3/16" ANGLE TABLE FRAME LINE 5 3 3 PNH08206 PAN04206 20'-0" 20'-0" CONNECTION PLATES FRAME LINE 5 DID QUAN MARK/PART 1 2 3 4 REVISIONS DESCRIPTION SEATINEL BUPrasam or ILDING SYSTEMS 237 5011711 4711 37' ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PICEANCE FISHING & RENTAL LOT 12 BUDS WAY RD DATE APPROVED 410 8 2 PAGE No.oopcont JOB M.JMB€R: ..28110 DESIGN: KF PARACHUTE, CO 81635 5 ENGR: DMIM DATE: 9/12/11 DET. • . M IM wok nor (WM VkW1 . q.a u `h. rganadl M wq:1w wr+s wedSenli.+l 6.1.3e4Wla arnsis Soiled Foflorntorco of convvonledricrod 84 cON 5,▪ 1011211.. PC8BLT GRT12 CGC8 CP1-110 ENGINEER'S SEAL ON AL40,1,1:,.. r ENDWALL SHEET NG & TRIM FRAME LINE 1 PANELS: 26 Go. PB — Lt. Stone (CSS) t_ ATTACHES TO B28111 ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 Go. PB — Lt. Stone (CSS) TRIM TABLE FRAME LINE 1 & 5 UID QUAN PART COLOR LENGTH 1 2 3 4 56 7 89 4 2 8 4 42 3 2 1 OU102 OU122 RA162 TR 162 REND PBOXF JH142 HE143 HE143 BR BR BR 5 BR BR BR BR BR 10'-2 12'-2" 16'-2" 16'-2" 6 7/8" 2'-0" 14'-2" 14'-3" 14'-3" 11 ANGLE TABLE FRAME LINE 5 UID QUAN PART LENGTH 10 4 PAN04206 20' PP REVISIONS REV SENTINEL BUILDING SYSTEMS rac"" A Rrl»or v GLOBAL Imerroux, Inc 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence PICEANCE FISHINC & RENTAL DATE APPROVED PACE Na. JOB NUMBER: 828110 AVORESS LOT j/2 BUDS WAY RD DES/CN.: XP PARACHUTE; CO 81635 ENCR:• ??? DATE: 8/30/1I DET andood only • .11 soak roc Sy▪ stems, o of G lobal odd os Gq.wa ol rho 1141 enoi44. on. AMaacq 55,411441 w :.4:44 is Ib .1441.401 pafmmonee W lb 14 S4Mk. Snebnq ENGINEER'S SEAL cr.1d1�s o'Eattil �°03'148°''OA I:6CSV6 27164 .• r.L .s JEX-1 G-28, NOTE; G-16 is (2) PZE08356 nested together and bolted approximately every 5' with (2) ' x 1' A307 bolts. NOTE: ST -1 is (2) PCE00352 bolted bock to bock at approximately every 4' with (2) 3' x 1' A307 bolts. 100'-0" OUT -TO -OUT OF STEEL ANGLE TABLE FRAME LINE F OID 1 QUAN 4 PART PNH08206 LENGTH 20'--0" 25' — 0" 25'-0" 25' 0" 25'-0" -o" JEX-1 E--1 C8_3 e-2 E--2 G-1 ST-1(Strut) G-19 C' I G-15 fl G-15 fl 4 E- 2 G-19 G-19 G-20 1 G-19 E-3 G-17 G-17 G-22 G-21 E4 — — ES r I J C I _ I I I RFI --1 RF1-1 RF1-1RF1-1 RF1-1 12'-0" 1o' -o"' -o' SIDEWALL FRAMING: FRAME LINE F 144" OF CLEARANCE FOR OVERHEAD DOOR AT THE EAVE. 142" AT THE FIRST PURLIN LOCATION. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. FIELD Star GIRT WEBS FOR CABLE/ft .. RUMPLE SLOTS NM M REOUIREO ACROSS GIRL OEPTM SLOTS 11/r 3 L )ani l•c•tlon my Iwo 3' L opt PfeeS[ a -t depth toc For aarnc+y •-MGM GIRT 10T16)7 • n=4aca y n V/ CaLlI1M 1001611 eM"•n carn•r C 011.010. (Gutter with 3 downspouts) Note: Girls below 7'-4" may be cut in the Heid to olfow installation of field located wolkdoors and window NOTE: WALK DOORS LOCATED IN THIS SIDEWALL CAN BE NO FARTHER APART FROM EACH OTHER THAN 12' ON CENTER. Y V I❑ I I I I i r i 1 I I I I I I I 1 I 1 1 1 I I I I I I I I ! I I I I I N CV N N 1 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N (y N N N N N N N N N N N N N N N N N N N N N N N N N N N N 44 44, SIDEWALL SHEETING & TRIM: FRAME LINE F PANELS: 26 Go. PB - Lt. Stone (CSS) MEMBER TABLE FRAME LINE F 2 1 1 1 1 22 7 1 1 2 2 1 2 4 2 DJ -1 DH -2 E-1 E-2 E-3 G-15 G-16 G-17 G-18 0-19 G-20 G-21 0-22 G-28 JEX-1 JEX-2 ST -1 CB -1 CB -2 CB -3 PCE08356 PCE08356 EAVE LO2 EAVE L02 EAVE LO2 PZE08256 DZE08356 PZE08252 PZE08256 PZE08252 PZE08352 PZE08354 PZE08352 PZE08252 PCE08356 PCE08356 PIE08702 1" ROD 1" ROD 1" ROD 11'-7 3/4" 10'-0" 24'-11 1/2" 24'-11 1/2" 24'-11 1/2" 10'-3 3/8" 23'-3 1/4" 23'-3 1 4" 2'-3 3/8" 24'-3 1/4" 24'-3 1/4" 23'-3 1/4" 23`-3 1/4" 23'-3 1/4" 4a -3a, 4'-1" 24'-3 1/4" 13'-5" 16'-0" 10'-2" SPECIAL BOLTS o ID QUAN TYPE DIA LENGTH WASH 2 3 4 A325 1/2" 1 1/4" 1 6 A325 1/2" 1 1/4" 0 TRIM TABLE FRAME LINE F 2 3 4 56 7 8 9 10 11 12 2 5 10 2 51 3 2 0U102 0U122 GU204 LEA102 GEN OCB GEN GS9 JH102 HE103 HE103 BR BR BR BR BR BR BR S BR BR BR 10'-2" 12'-2" 20'-4" 10'-2" 511 2'-0„ 5" 9„ 10'-2" 10'-3" 10'-3" CONNECTION PLATES FRAME LINE F 2 3 45 REVISIONS REV DESCRIPTION ,SENTINEL BUILDING SYSTEMA A Wool eiGIOBAL kc6awala Ie. 237 SOUTH 471-1 ST ALBION, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PAULI PICEANCE FISHING - RENTAL LOT #2 BUDS WAY RD PARACHUTE, CO 81635 DATE APPROVED PACK No. ..e•we 02 aa pa. a seal em dd (.' 02l a %q (maw's.' M R4 IM aMpse 4 Ik are S•r.tAM SySydowY GoldW IA IM sM gropla'ANAMIa VA comwnlaQ� belired RASSAg 408 NUMBER: 28110 DESIGN.: IT ENGR.• DNH' DATE, 9/12/11 BET: 2 28 322 MARK PART ESCLIP CP2-110 76830 PC8BLT JMFBS ENGINEER "S SEAL NOTE: G-24 & G-26 are (2) PZE08252 nested together and bolted approximately every 5' with (2) x 1' A307 bolts. NOTE: ST -I is (2) PCE08352 bolted back to back at approximately every 4' with (2) x 1' A307 bolts. 100'-0" OUT -TO -OUT OF STEEL ANGLE TABLE FRAME LINE A OID QUAN PART LENGTH 4 PNH08206 20'-0" 25'-0" E-1 25'-0" 25`-0" E-2 w RF1-1 L7'-0" 14'-0" 0-19 G-19 G-19 RF1-1 96" OF CLEARANCE FOR OVERHEAD DOOR AT THE EAVE, 94" AT THE FIRST PURLIN LOCATION. CHECK WITH OVERHEAD DOOR SUPPLIER TO ENSURE THE DOOR WILL HAVE ADEQUATE CLEARANCE. 0-19 0- a ST 1 (Strut) 1 G-19 G-19 O JEX-1 [31 25'-O" E-3 0-26 G-19 RF1-1 SIDEWALL FRAMING: FRAME LINE A Note: Girts below 7'-4" may be cut in the field to allow installation of field located walkdoors and window FIELD SLOT GIRT WEBS FOR CABLE/R0' NVLIIPL SLOTS HAY 8E REWIRED ACRDSS GIRT DEPTH aLDTS 1 L'2- v3 sept location nay AND r LING \ • wary eerpst girt dfpth fpr brpclnp • ttach10 to 1rC.a11 comer cdvin• •-ALIGN GIRT DLDTt4) WI E[LJJV) SLOTcs) (Gutter with 3 downspouts) 04 14'-O" JEX- 1 co® G-27 1 G-27 0-27 t Imn 1 RF1-1 10'-0" I N N I N N I I N N I N N I N N I N N' I N N 22.- 1 1 N N I N N I N N I N N I N N I N N I N N 1 N N ! N N I N N 1 N N 1 N N I 1 I 7 I N N I N N I N N I N N 4`4` 4`. 1 N N 4 4) 4,4. SIDEWALL SHEETING 8c TRIM: FRAME LINE A PANELS: 26 Go. P8 - Lt. Stone (CSS) MEMBER TABLE FRAME LINE A QUAN MARK PART LENGTH 2 1 1 2 1 2 1 8 3 1 3 3 4 2 4 2 DJ -2 DJ -3 DJ -4 DH -1 E-1 E-2 E-3 G-19 G-23 G-24 G--25 G-26 G--27 JEX- 1 ST -1 CB -1 CB -2 CB -3 PCE08352 PCE08354 PCE08356 PCE08356 EAVE L02 EAVE L02 EAVE LO2 PZE08252 PZE08256 DZE08252 PZE08256 DZE08252 PZE08256 PCE08356 PIE08702 1" ROD 1" ROD 1" ROD 16'-3 3/4" 16'---3 3/4" 16'-3 3/4" 14'-0" 24'-1 1 1/2" 24'-1 1 1/2" 24'-11 1 2" 24'-3 1 4" 5'-3 3 8" 23'-3 1 /4" 3'-3 3,/8 " 23'-3 1/4" 8'-3 3/8" 4,-3" 24'-3 1/4" 131-5" 16'-0" 10'-2" SPECIAL BOLTS 0 ID QUAN TYPE DIA LENGTH WASH 2 3 4 A325 1/2" 1 1/4" 1 6 A325 1/2" 1 1/4" 0 TRIM TABLE FRAME LINE A OID [ 2 3 45 6 78 9 10 11 12 QUAN PART COLOR LENGTH 2 5 10 1 2 51 6 42 OU102 OU122 GU204 LEA102 GEN OCB GEN GS9 JH142 HE143 HE143 BR BR BR BR BR BR BR s BR BR BR 10'-2" 12'-2" 20'-4" 10'-2" 5" 5" 9" 14'-2" 14'-3" 14'-3" CONNECTION PLATES FRAME LINE A O ID QUAN MARK/PART 2 34 5 2 2 8 32 4 ESCLIP CP2-110 76830 PC8BLT JMFBS REVISIONS REV SENTINEL BUIIDINGs 2 STI! MS A Drimog a'OLOBAL ImlmeR RI[ 237 SOUTH 4TH ST ALBION, NE 68620 (800) 327-0790 PRI J C' DESCRIPTION Taking Pride In Building Excellence PICEANCE FISHING & RENTAL DATE APPROVED PACE No. JOB NUMBER: B28/10 MOKSS LOT #2 BUDS' WAY RD DESIGN.: XP PA CHUTE, CO 81635 A'NCR.• DM ENGINEER'S SEAL �p. RE • 'HIM+ IM ngr�aal b : 27'� 64 mrNm IM aat r %xwl noon. nor j " I .v' cava .,w,l,+. ac. I:t'J reyfonobny of lho frpio,ar a Rata+f. ar-0 truCh Va ai Alt6iq j pa MmmNad pHwca tM srx:rl 6MrqDye tr BATE. 9/14/11 DET: 0 O N w 0 11. 0 0 O 0 r) 1.0 U LL CC Il 0 0 100'-0"OUT-TO-OUT OF STEEL 25'--O" 25'- i U LTJ U w RF1-1 o 0 C2?.ORF1- 2 25' 0" 25'-O" I QUAN MARK - P-.4 Strut Ihhh...� L .. PZE10252 1.1 1—, I C.-1 P-2 _n I� I 14 P-3 PZE10252 I- PC� ,k �,g0 T win 2 P-4 PZE10256 29'-3 1/2" 2 E-1 EAVEL02 Ill 4 P-1(77) yp) EAVEL02 c c$ 6?`sII 2 P-2 Typ EAVEL02 24'-1 1 1/2" P-3 Typ CB -4 1/2" ROD 131-4" RF1-2 CB -5 1/2" ROD 41111MR1414 I RF1-2 CB -6 1/2" ROD RF1--2 I I— ���� Ce" j - I 111 - II- -- G�. ��Ct I II GI— II P -3 T yP — -' C&P-2 Typ �6 G$ 6 I P-2 Typ �� P-1 Typ II - 11-- — II II I— C$'' Ci9 - I IIRF1-2 RF1-21 RF1-2 1 RF1-2 11 II �— Ce4 CCD, J 11 i_ c$�� Co I I II 11 II 1. RF1-1 E-1 d j RF1-1 E-2 1-2 1- p 2 E-2 RF1-1 r-7 Q PURLIN LAP 2"--1 1/214_' 2'-1 3/4" 2`--1 3/41 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. 2'-1 3/4/ 3/4" F1-1 F1-2 N U w 1-2 1-1 (34) MEMBER TABLE ROOF PLAN QUAN MARK PART LENGTH 14 P-1 PZE10252 27-1 1/2" 28 P-2 PZE10252 29'-3 1/2" 14 P-3 PZE10252 27'-1 1/2" 2 P-4 PZE10256 29'-3 1/2" 2 E-1 EAVEL02 24'-1 1 1/2" 4 E-2 EAVEL02 24'-1 1 1/2" 2 E-3 EAVEL02 24'-1 1 1/2" 4 CB -4 1/2" ROD 131-4" 8 CB -5 1/2" ROD 16'--O" 4 CB -6 1/2" ROD 13'-7" SPECIAL BOLTS ROOF PLAN O ID QUAN TYPE DIA LENGTH WASH 1 2 4 A325 1/2" 1 1/4" 2 A325 1/2" 1 1/4" 1 1 TRIM TABLE FRAME LINE OID QUAN PART COLOR LENGTH 2 34 FRC36 S 3'-0" ROOF SHEETING PANELS: 26 Go. PB - Lt. Stone (CSS) ANGLE TABLE FRAME LINE OID QUAN PART LENGTH 1 8 PAN04206 20'-0" CONNECTION PLATES ROOF PLAN ❑ ID MARK/PART ESCLIP 1 QUAN 4 REVISIONS REV SENTINEL. BLIILIIING .�+ aS7 A us A LMso1l aGLO3AL Mwm°v, me 237 SOUTH 4TH ST ALBI0N, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE APPROVED N 01Mr IM e'PMar nomad on IM PAGE No. y;,;,,"„" POQZC7 PICEANCE FISHING & RENTAL 'mss LOT #2 BUDS WAY RD JOB NUMBER: 828110 DESIGN KF PARACHUTE, CO 81635 ENCR.• DAIA' / DATE s/12/11 BET.i/ System; a Donor M n1lsti ▪ ,•; a 110 1M141Rata.• intar of ,eep¢0dL- anv 111001000, 410r1.110 �acq 51st*. a 510014 10 dru Inn clted c0,+omonce o1 IM .9.Penents Oat*. kr Snelling Wading ENGINEER'S SEAL 2" 12 TRIM TABLE FRAME LINE 5 OID QUAN PART COLOR LENGTH 2 4 6 JA1 02 HE103 BI BI 10'-2" 10-3" 2'N 12 1 ENDWALL LINER PANEL: FRAME LINE 5 PANELS: 26 Ga. PB — Brilliant (CSS6) (As Viewed From Inside Of Building) GENERAL NOTES: Liner panels are structural components of the building system. Do not remove without consulting Sentinel Building Systems. REVISIONS REV SENTINEL BUILDING SYSTEMS A GMEI«l oFCLORu. Mromin uc. 237 3011711 4T7/ 37 AL8ION, NE 68620 (800) 327-07.90 PP0.ECE DESCRIPTION Taking Pride In Building Excellence PICEANCE FISHING & RENTAL DATE A JOB NUMBER: B28110 LOT /2 BUDS WAY RD DESIGN.• KF PARACHUTE, CO 81635 ENCR: BMW PROVED PACE No. /3 DATE- 9/12/11 DET. ENGINEER'S SEAL -Reaher The Rem GM eggjecoki Y., NY Senliul ^ •.q Walt, OaEal .. iel. kV . al:y EnOmer el gird. .,ase:« Flgaggrq 5Plents le L.tn : E.Mea component.a o�. aa°en,e aop.ea .�J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 h h h- h I� h h h h h h h h h hh h h h L ENDWALL LINER PANEL: FRAME LINE 5 PANELS: 26 Ga. PB — Brilliant (CSS6) (As Viewed From Inside Of Building) GENERAL NOTES: Liner panels are structural components of the building system. Do not remove without consulting Sentinel Building Systems. REVISIONS REV SENTINEL BUILDING SYSTEMS A GMEI«l oFCLORu. Mromin uc. 237 3011711 4T7/ 37 AL8ION, NE 68620 (800) 327-07.90 PP0.ECE DESCRIPTION Taking Pride In Building Excellence PICEANCE FISHING & RENTAL DATE A JOB NUMBER: B28110 LOT /2 BUDS WAY RD DESIGN.• KF PARACHUTE, CO 81635 ENCR: BMW PROVED PACE No. /3 DATE- 9/12/11 DET. ENGINEER'S SEAL -Reaher The Rem GM eggjecoki Y., NY Senliul ^ •.q Walt, OaEal .. iel. kV . al:y EnOmer el gird. .,ase:« Flgaggrq 5Plents le L.tn : E.Mea component.a o�. aa°en,e aop.ea FLANGE BRACES ONLY REQUIRED WHERE DESIGNATED NOTE: IF BUILDING HAS I3❑LT THE FLANGE AN ENDWALL OVERHANG, BRACE TO THE CLIP PLACE THE GABLE RAKE AT THE RAFTER AND ANGLE, ON THE BOTTOM ROTATE THE FLANGE UE THE PURLIN BRACE UNTIL THE JMFBS CLIP CONTACTS THE PURLIN. SCREW THE JMEBS CLIP TO THE PURLIN. #12 S.D. SCREW GABLE RAK ANGLE ROOF PURLIN BOLTS, 0.5"x1.5" (t )WIWASHER AT PU1 LIN TO FRAM END OF BUILDING —I JMFBS CLIP IS FASTENED TO UNDERSIDE OF PURLINS W/ (4) 1112 SD SCREWS RIGID FRAME RAFTER 0.5 x 1.0 A307 BOLTS (TYP) ROOF PURLIN TO EXPANDABLE ENDWALL RIGID FRAME WHEN MEMBRANES ATTACH TO UNDERSIDE ❑F PURLINS RIGID FRAME RAFTER CONNECTION PLATES ENDWALL COLUMN — ENDWALL RAFTER TO COLUMN RIGID FRAME RAFTER CONNECTION PLATES — — ENDWALL COLUMN — ENDWALL RAFTER TO COLUMN 1/2'x1' A307 BOLTS ENDWALL COLUMN C6 WALL GIRT WELDED CLIP ENDWALL COLUMN TO WALL GIRT CSISO CvG NOTE: 1F COLUMN 1S USED AS A DOOR JAMB, DISREGARD THIS GIRT AND CLIP. 1/2`x1" A307 BOLTS ENDWALL COLUMN WALL GIRT WELDED CLIP ENDWALL COLUMN TO WALL GIRT [2,S110.[ SIDEWALL GIRT BOLTS, 0.5' X 1.5' A307 (TYP) THRU FRAME RIGID FRAME COLUMN BOLTS, 0.5' X 1.0' A307 (TYP) CGC? CLIP CORNER COLUMN TO WALL GIRT ENDWALL GIRT ENDWALL COLUMN BASE PLATE BASE PLATE TO ENDWALL COLUMN OR DOOR JAMB Emaws ENDWALL C❑LUMN BASE PLATE TO ENDWALL COLUMN OR NOIR JAMB csscnove REV SEY:TINELaGWBAI. lmuam t pr: 237 SOUTH 4711 ST ALBION, NE 68520 (800) 327-0790 REVISIONS DESCRIPTION Taking Pride In Building Ezcellence P oJcc' PICEANCE FISHING & RENTAL a LOT 62 BUDS WAY RD PARACHUTE, CO 81535 DATE APPROVED PACE No. isdiscgni JOB NUMBER:°" B28 0 • Wig on inn fn. nisponsgla DESIGN.• 117 '^" �•'.... .�° �� 1{ sN u c.8aw m • n.,.G- e °N !NCR: DA/!I owe nom. a r�. `%`:. °NAL �1� ENGINEER'S SEAL °C. �11 40. `... rev)' ®y...ra6,.r tv 27164 ICY C • DATE. 9/12/! f BEI: Imo,, ; ev.�a^a /- '1/1 BASE PLATE BASE / Ip ligill CLIP ENDWALL COLUMN TO ENDWALL COLUMN ainap.s IN❑TE:IREVIEW RIGID DLT THE FLANGE EAVE RIGID FRAME RAFTER END PLATES ED EAVE 0 IIIIRIGID STRUT STRUT ► 1I RIG COLUMN TO D RIGID .j FRAME / � ` . . PLACE ESCLIP INSIDE FLANGE ❑F SAVE 1/2'x1 1/2' BOLTS, WASHER EAVE STRUT EAVE STRUT T❑ RIGID FRAME BOLTED CLIP (ESCLIP) FRAME STRUT A307' SIDE rnmovs NOTE:/REVIEW RIGID FRAME CROSS SECTION BRACE TO THE INSIDE FRAME CROSS SECTION DRAWING FOR THE NUMBER OF FLANGE BRACES AND THEIR L❑CATION. THERE MAY BE 0, 1 OR 2 FLANGE BRACES REQUIRED. NOTE: ORIENT THE BOLTED I/2'x1' CLIP WITH THE SHORT LEG A307 BOLTS FACING UP. RIGID FRAME FRAME INSIDE FLANGE DRAWING FOR THE NUMBER FLANGE OF THE RAFTER OF FLANGE BRACES AND BEND THE FLANGE AND THEIR LOCATION. BRACE UNTIL THE FBSS CLIP THERE MAY BE 0, 1 OR 2 CONTACTS THE PURLIN. SCREW FLANGE BRACES REQUIRED. THE FBSS CLIP TO THE PURLIN. FBSS CLIP IS FASTENED T❑ UNDERSIDE OF PURLINS w/ (4) #12 SD SCREWS BOLTS, 0.5' x 1.0' ROOF A307 (TYP) (Q) REQUIRED WASHER, PURLIN' SIDE ONLY 00 COLUMN GT COLUMN BRACES 4.' % ` - iii I/2'x11/2' A307 B❑LTS 1/2"x1" 307 BOLTS RIGID FRAME OUTSIDE FLANGE FRAME INSIDE FLANGE_! S /2'x1 I/2' �q� FESS A307 BOLTS�� CLIP /���• ,, FLANGE y BRACE ° .0, RIGID n RAFTTER — 0 0111•11 mm WALL GIR JI RIGID FRAME OUTSIDE FLANGE WALL GIRT TO - BOL. TS, 05' x 1.0' (TYP) (2) REQUIRED/GIRT FRAME COLUMN 1 ROOF PURLIN T❑ INTERIOR FRAME RAFTER WHEN MEMBRANES ATTACH TO UNDERSIDE OF PURLINS EAVE RIGID FRAME RAFTER *4<4111111111**411,01 END PLATES J4 EAVE I STRUT STRUT s'0 TO RIGID COLUMN RIGID 1/2'xI 1/2' BOLTS, WASHER EAVE STRUT FRAME1/2'xl' FRAME A307! SIDE rnsnA,c WELDED WALL G1RT WALL DOOR JAMB GIRT CLIPIllrill°11111 ,'• A307 BOLTS GIRT TO ' T i0 DOOR •11il ,,j 66 ii �� 0 I JAMB e]iSRlnm D❑❑R JAMB C❑LUMN WALL GIRT CONNECTION C❑LUMN WELDED PLATE PLATE 10 I 11I 11 IF I 14 __m=_.�� —-— p o OOR JAMB ill B❑LT, JAMB WELDED PLATE SECTION ELEVATI❑N BOL T, 0.5' x 1.0' L6 DOOR JAMB TO WALL GIRT 0.5' x 1.0' SECT IONELEVATION 0 WALL COLUMN TO DOOR JAMB REVISIONS REV SENTINEL BUILDING SYSTEMS A Blrwoe or GLOBAL Imwlmta floc 237 SOUTH 4711 ST ALBMON, NE 68620 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE A PROVED PACE No. PROJECT JOB NUMBER: PICEANCE FISHINC & RENTAL B28110 DES/CN .II7 LOT 112 BUDS WAY RD PARACHUTE, CO 81635 ENCR: BMW DATE: 3/12/11 DET. ENGINEER'S SEAL Nw1Mm vgnaw namedBe 9„oc.nS Senl'M SrFi9m. 9 e• cow Ind ins 6re. Ming RK 6g4eer d a The In..ro:nees nornea end SenGred Bekr , Srebnos ...led to toe polorrnartc•d compp+. , 166 Se,r.ne. 6Afe, g DOOR HEADER BOLTSDOOR 410 DOOR HEADER Al N'''...„,„,,_ i Ar --1,4D❑❑R I l i TO P. ill DOOR WELDEQ END PL.HILLSIDE JAM@ JAMB IQ1560aG D❑❑R JAMBCOUPLING BRACE SLOT HILLSIDE AND Q3 NUT ROD BRACE ROD IN WEB T❑ INSERT WASHER BRACE ROD DIAG❑NAL BRACE ROD, COLUMN ❑R RAFTER WEB WASHER FLAT WASHER �I�• NUT NUT END SIDE WALL COLUMN III O II O It :I ANCHOR — BOL TS R2)ANCHE1R BASE PLATE PLAN ELEVATION BOLTS AT SIDEWALL COLUMN HEADER SECTION ELEVATION BOLTS, 1/2•x1 1/2' A307 DOOR HEADER To DOOR JAMB le WALL PANEL WEDGE ANCHORS SPACED 30' o.c. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. BUILDING WARRANTY VOID it SPACED GREATER THAN THIS Rigid Trane Rafter BOLTS, 0,5' X 1.0' A307 CTYP) 1 11111111 Concrete FaundatioNo 1 1/2• x 1 l/2' OPTIONAL Apply Mastic under base foam closures SECTI❑N AND CONCRETE °11141111411111111141111113AsE NOTCH base angle are THRU °DRAWING MASTIC 1 only if used 1/4' WEDGE WALL PANEL FOUNDATION CHANNEL ANCHOR 105E10,4 I O O —T❑P B❑LTS, SEEODRAWING FOR SIZE. INTERMEDIATE B❑LTS,TOP BOLTED O O L_TOP B❑LTS, 0.5• X WFClip 1.5' A307 (TYP) THRU FRAME W8 SECTION OF ENDVALL GIRT TO RAFTER END PLATE FLANGE O O B❑LTS, SEE DRAWING F❑R S1ZE.llEMEINIP INTERMEDIATE BOLTS, O O O O 7HE NU# ❑Polted ❑R BOTT❑MBMER BOLTS❑T GREATER THAN FOUR, WEB 0 0 THE NUMBER ❑F TOP — 0 0 OR GREATER THAN BOLTSM THAF❑UR. I 0 01 I—BOTTOM BOLTS, SEE FOR SIZE. EXTENSION BEYOND FLANGE IS OPTI❑NAL, AT TOP & BOTTOM. BOLTED END PLATE C❑NNECTI❑N AT BUILDING PEAK BOT TOM FLANGE 0 0 }- BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL AT TOP AND BOTTOM 411) BOLTS FUR RIGID FRAME C❑NNECTI❑NS REVISIONS REV DESCRIPTION SENTINEL BUILDING SYSTEMS A CMSCII or GLOBAL bourrota. ac 237 SOUTH 4T./1 37' ALBION,, NE 68620 (800) 327-0790 Taking Pride In Building Excellence PROJECT PICEANCE FISHING ' RENTAL LOT 2 BUDS WAY RD PARACHUTE, CO 81635 DATE APPROVED JOB NUMBER: :28/10 DESIGN. X7 ENCR• DMt PACE No. DATE: 9/12/1! DET.- odium • on t 0 Sent.. Global ■ o0 ih e Mropkwor named ab 5.1;nd ' t dsq 4 iM tl l pwlaenioThcem�ce of Ih dee PO ENGINEER'S SEAL 00s4,t� REAr 00:11;(5Ai 1 ,• %cam 27164 pi) r RIGID FRAME RAFTER - - - UPPER WALL PANEL #12 SD SCREWr 4-x2"" ANGLE 1 INSIDE CLOSURE ENDWALL TRIM #14 SD SCREW W/ MASTIC _ EAVE STRUT EAVE STRUT STABILIZER <6' LONGS TK2075 SCREW (4 REQ'D) STRUT PURLIN r via� \. FRAME COLUMN T...,/ TEK5 SCREWS INT❑ RIGID FRAME8' JMFI3S CLIP EM EL I. Pxl' A307 BOLTS JAMB EXTENTI❑N INTERMEDIATE GIRT � 'xI' A307 BOLTS' 76830 CLIP JAMB EXTENTI❑N -W---.L--.--A— ROOF PANEL #12 SD SCREW o 0 a 0 76830 CLIP ` ROOF PURLIN & �1 INTERMEDIATE GIRT LOWER WALL PANEL ENDWALL RAFTER U4 BRACING `XIP A307 BOLTS." AT OVERHEAD DOOR EQUALLY SPACE STABILIZERS BETWEEN RIGID FRAMES AS SHOWN IN ROOF FRAMING PLAN Z1O STRUT PURLIN AT EAVE STRUT . TIE IN DETAIL (ROOF TO WALL) REVISI©NS REV SENTINEL BUILDING SYSTEMS A Drvmox aGLOGAL iwurem tan 237 SOUTH 4TH ST ALBION, NL' 68620 (800) 327-0790 DESCRIPTION DATE APPROVED ENG'INEER'S SEAL Taking Pride In Building Excellence PACE No. PROJECT PICEANCE FISHING' dt. RENTAL JOB NUMBER: B2811© LOT 12 BUDS WAY RD DES/CN. KP PARACHUTE, CO 81635 ENCR; DM" /7 DATE 9/14/11 DET: 14414. IM Keeee, n ano ea lne adjacent b. nm Seethe ROO, S yed env, 11. d Waal InpeelthC, . ,cih, DA the Engineer al bawd. Themoonville of n. and S *Awn. 1 441e1 114 Mt dfl4 performance of IM convener. eevrwa try BOON xt NOTE: IF THIS IS A SEALED LINER SYSTEM A BEAD A MASTIC WILL NEED TO BE PLACED BETWEEN THE JAMB TRIM AND THE FLANGE OF THE RIGID FRAME @ THE ENDWALL, AND BETWEEN THE 9"x1' ANGLE AND RIGID FRAME WEB 2 THE SIDEWALL DURING INSTALLATION. EXTERIOR VALL PANEL INRCNR OUTSIDE CORNER 0 0 0 0 ■ MASTIC (OPT I❑NAL) RIGID FRAME END VALL GIRT TK2125 SCREV (1 per girt) JAMB TRIM CORNER TRIM DETAIL ® ENDWALL WITH 12" OFFSET RIGID FRAME & FLUSH SIDE WALL GIRTS A x NOTE: IF THIS IS A SEALED LINER SYSTEM PLACE A BEAD A MASTIC AS SHOWN. SIDE VALL GIRT INSIDE CLOUSURE INTERMEDIATE GIRT IF SUPPLED HEAD TRIM TK2125 SCREV (1 per Ft.) It MASTIC (OPTIONAL) LINER PANEL TK2125 SCREW (1 per ft.) ■ MASTIC (OPTIONAL) INSIDE CLOSURE TK2125 SCREV (1 per ft.) FINISHED FLOOR 1/4' CLOSURES TO BE USED ONLY ON SEALED LINERS. LINER TRIM DETAIL C GIRT REVISIONS REV DESCRIPTION SEITIOLiallILDINg_af MKS A Drama Of GLOBAL lemma !i. 237 SOUTH 4711 ST ALBION, NE 68620 M800) 327-0790 Taking Pride In Building Excellence PAGACt PICEANCE FISHINC cc RENTAL LOT #2 BUDS WAY RD DATE 1 APPROVED PACE Na. J08 NUSER: 2C.lR! 10 DESIGN: IP . PARACHUTE, CO 81635 ENCR: DMI l� DATA' 8/30/1 f MT: NNIw Fla mind an 1N ddpcad MM. 5.41 iEkik, is a i , 1 the The nreparkaisLI, enseneer namedanf z st. W bid the pafamac: d da .,� ENCIN.',SEAL of 40 27164 -� 1 �.x `�• f�IVAI. iflf THESE ANGLES ARE AT THE SAME ELEVATI❑N (TOP FLANGE OF RUNWAY BEAM) DRAWN AT DIFFERENT ELEVATI❑NS FOR CLARITY. FIELD WELD STIFFENERS & ANGLES FUR BRACING TO ATTACH CRA SUPPLIED BY OTHERS LATERAL BRACING SUPPLIED BY OTHERS RANE RAIL (BY OTHERS) RUNWAY BEAM (BY OTHERS) LONGITUDINAL BRACING SUPPLIED BY OTHERS FIELD LOCATE HOLES IN BRACKET FOR RUNWAY BEAM /7-- E RACING AN BRACKET DETAIL STIFFENER SUPPLIED BY SENTINEL SHIPPED LOUSE FOR FIELD FABRICATI❑N CRANE BRACKET FIELD FABRICATE & LOCATE LATERAL & L❑NGITUDINAL BRACING FOR CRANES. REVISIDNS REV A IA,AFA....GLOBAL 237 SOUTH 4TH ST ALBION NE 63620 (300) 327-0790 DESCRIPTION Taking Pride In Building Excellence PICEANCE PIS1/INC & RENTAL LOT p BUDS WAY RD PARACHUTE CO 8/635 DATE A PROVED J6@ NUY@£R: ,lz81if0 DES/CS Kf ,ENCII. DMI _ PACE Na. 9 DAT: 9/7/ff DET ENCIar644 AL 40#_61 O RE.G/►sT itC A g 27164 ov 0 sfolp T. Rim i Mi.Y 4 w ..-_. w � a M F ni-.w.�cm-ras..�-� -.4 rs-..�+� --.. a.�anr. s"•:'1 .�rY5.1 .Sc .mss-..:- ..w.e._..vn.rwu .14.:: ,. ti. on _.r•.{vs;+�.s«-�..-.✓FYI.�.__r'+F. r-lf _.-.-4'sll r. �- wr; n . vi.s., 6-1 6-2 G-1 e - CC 1 EC 2. CC 3. CC -3 CC 2 EC 1 STANDARD \DWALL 3 N 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 CLIP PURLIN CLIP GIRT CLIP OPTIONAL CABLE BRACING WHEN DIAPHRAGM ACTION OF THE PANELS IS INADEQUATE, THE FIRST ALTERNATIVE IS TO ADD CABLE BRACING BETWEEN ENDWALL COLUMNS. IN THIS CASE, FLUSH GIRTS WILL REQUIRE FIELD SLOTTING TO ACCOMODATE 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 l/.COLUMN BC CLIP P L OPTIONAL FIXED SASE COMNER COLUMNS 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 NOTE PANEL DIAPHHAGVI ACTION IS STANDARD ALL OTHE A OPTIONS EAVE STRUT GIRT OPTIONAL HALF LOAD FRAME A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING COULD NOT BE USED RE V A IDvinue n1GLEMAL . . cc nc 237 SOUTH 4TH ST .4LB/ON, NS 68620 (800) 327-0790 REVISIONS DESCRIPTION Taking Pride In Building Excellence 1 DATE APPROVED PACE No. JDB NUMBER: pESICW: ZNCR: DNA DAT!: DET- mmmrmme cm I. �"�:rmm Bmicinm x =Gm,ea 11. e.gn..e a n wa amq,momr imml k s Ipbperk.nwmcm mldakommel ENGINEER'S SEAL DOOR JAMB TK___.._, SCREWS @ 12" O.C. TK____ SCREWS ® EACH GIRT JAMB TRIM HEADER COVER JAMB COVER JAMB TRIM STRIP OF MASTIC ROOF SHEET INSIDE CLOSURE TK____ SCREWS EACH SIDE OF MAJOR RIB EAVE TRIM LAPTEK SCREW — ® 12" O.C. OUTSIDE CLOSURE SIDEWALL SHEET— EAVE TRIM SIDEWALL SHEET INSIDE CLOSURE TK____ SCREWS ® 12" 0.C. HEAD TRIM—' HEADER COVER DOOR HEADER HEADER COVER HEAD TRIM LAPTEK SCREWS ® 12" O.C. ENDWALL SHEET SIDEWALL GIRT TK____ SCREWS ® EACH GIRT CORNER TRIM LAPTEK SCREWS ® 12" O.C. LSIDEWALL SHEET CORNER TRIM BASE TRIM HEAD TRIM CORNER TRIM HEADER JAMB COVER STANDARD TRIM PLACEMENT JAMB TRIM TK____ SCREWS ® EACH PURLIN TK____ SCREWS 6" 0.C. TO ANGLE LAPTEK SCREWS ® 12" O.C. STRIP OF MASTIC ROOF SHEET RAKE TRIM SHEET ANGLE 4" X 2" 16 GA. LAPTEK SCREWS — ® 12" O.C. OUTSIDE CLOSURE ENDWALL SHEET EAVE TRIM REVISIONS RE V DESCRIPTION DATE APPROVED LROOF PURLIN (BEYOND) ENGINEER'S SEAL SENTINEL BUILDING, —1 MS A Th t lL., uGLOBA! Iaelt,ii . ie< 237 SOUTH 4711 ST ALBION,, NE 68520 (800) 327-0790 Taking Pride In Building Excellence PACE Na. JOB NUMBER: /ROBE'S DEStCN- ENCR: DATA' DATE: Ae.le.t Ito enprv« PORNO an lhe edpced eenl, nee Sed'eN gletae a • e, Ate,. in oclig ea Gmp'a d fiord Tr ...P.. aly lire .egtree, named end Seelite, g.1d 9 %Remo : r,i.d le IM ele etWal performance w Ole e dewed by Sentinel Racing 1 1 1 1 1 LOCATJ EAVE TRIM I.S. CLOSURE IV OF a 1 SU ES PRE -FORMED RIDGE CAP TWO BEADS OF MASTIC ROOF PANEL I,S. CLOSURE W/ MASTIC ON NON-ADHESI E SIDE O.S. CLOSURE \--EAVE STRUT • TAPE SEALANT BASE ANGLE/CHANNEL 1 1/2" BASE LAP SECTION THR^UCH SIDEWALL. NOTE: ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAM AND UNDER BASE ANGLE ❑R BASE CHANNEL, RIDGE ROLL (Std on Valul as ter) ❑.S. CLOSURE (MASTIC TOP & BOTTOM OF CLOSURE) RAKE TRIM ROOF PANEL ❑.S. CLOSURE I.S CLOSURE —\\\ ROOF PURLIN WALL PANEL BASE ANGLE/CHANNEL 1 1/2" BASE LAP SE:TI N TH RHUGH ENDWALL REVISIONS RE V DESCRIPTION DATE APPROVED ENGINEE'R'S SEAL SE 4111 rL 811VIIIMLSYNTvN5_ A Immo irGLO 3wsi.0 K 237 SOUTH 4711 ST ALM ON, NE 686'20 (8001 327-0790 Taking Pride In Building Excellence JOB NUMBER: DES/GN. 4/1 it' DNI PACE No. k .q•— wow Weer Def....i ti era. %eva r r. AnYtl u . ,DATE: PET: 1 II 1 1 1 1 1 1 RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS UL -60 ROOF UL --90 ROOF TK____ SCREWS ® TKSCREWS Ce? 12" O.C. AT PURLINS 6" O.C. AT PURLINS RIDGE CAP ROOF PEAK PURLIN TK____ SCREWS ® 6" O.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" O.C. AT RAKE ANGLE ROOF AT PEAK/PEAK BOX 1 1 1 1 1 1 RAKE TRIM LAPTEK SCREWS ® 12" O.C. BOTH LEGS SIGNAGE BOX LAPTEK SCREWS CENTER SIGNAGE BOX ON ENDWALL ENDWALL SHEET, USE TK____ SCREWS ® 6" O.C. AT RAKE ANGLE RAKE ANGLE, SCREW TO PURLINS WITH A SDSS (TK2075) .AT EACH PURLIN ROOF AT SINGLE 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 RAKE TRIM CLOSURE POP—RIVET TO RAKE TRIM ENDWALL SHEET UL -60 ROOF UL -90 ROOF TK____ SCREWS g TK____ SCREWS ® 12" O.C. AT PURLINS 6" O.C. AT PURLINS TK____ SCREWS ® 6" O.C. AT BASE OF ROOF SHEET TK____ SCREWS ® 6" O.C. AT TOP OF WALL SHEET EAVE TRIM LAPTEK SCREWS ® 12" O.C. TK____ SCREWS ® 12" O.C. AT GIRTS /ifBASE 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.) REVISIONS REV GLO er NIN� DINS JYSTEM ATIhvisla, u LUBAL ki iw¢s. i 237 SOUTH 4Th' ST ALBION, NE 6'8620 M800) 327-0790 PROJECT DESCRIPTION Taking Pride In Building Excellence DATE 'JDB NUMBER; DESIGN. APPROVED ENCR.• DMW DAT!.'' PACE No. 4.23 DET. -Rather TW engram sensing M IM S.,aae 1 seat nor senlnel Bolding Systems. a C ',ion of Global InefustrIes. is xfaIb.g os the Enp:,esr a Record. The rospanaar of lhe dolmen record S.M;nelo Systems Is tee le Ihe slracIotlurol perlormarce o! les smgena L designee Er s.onm BM'Idnq Sretrms ENGINEER'S SEAL DWALL SI (PTI\ , RNE R r� TAIL TOP OF ROOF SHEET 24" US ENDWALL SHEETING-- F HEETING= P 1P R T SL I D L cu SHEET ANGLE LY 10" USE__ T TOP OF ROOF SHEET 30" ENDWALL SHEETING - R L : 1P R SL LSHEET ANGLE PE \ILY TOP OF ROOF SHEET 28" ENDWALL SHEETING -- USF FFIR 3 : IP R TIP SL D (u LSHEET ANGLE E NLY NOTES: C1) MAKE CUTS ON OPPOSITE CORNER FOR WALL SHEETS ON OPPOSITE SIDE OF THE RIDGE. (2) BUILDINGS WITH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICATION TO ENDWALL SHEETS ENDWALL SHEETS, (3) ALTERNATE METHOD FOR TRIMMING ENDWALL SHEETS IS TO INSTALL AND USE SHEET ANGLE AS GUIDE FOR CUTTING CORNER ON SHEETS. REVISI❑NS REV DESCkIPT[ON DATE APPROVED ENGINEER'S SEAL SrNTINF'L BUII DM SYSTEMS A b o eTiOBAL I'- '. L ec 237 SOUTH 1TH S7' ALB/ON, NE 66620 (800) 327-0790 Taking Pride In Building Excellence rJQB NU1.fBER OBS/CN: BNCli• DMI Aire PACA' No. asp CO 0 0 0 0 9/16" x 3/4" SLOTS 0 12 7/8" 5 1/4" 8 3/4" 9 3/4" TYPICAL USE PART GIRT TO COLUMN 76830 3/16" 0 0 z 9/16" X 3/4" SLOTS 0 11 I --2 7/8" --1 4 3/4" 8 3/4" 9 3/4" TYPICAL USE PART GIRT TO COLUMN PC8BLT 3/16" TYPICAL USE DOOR JAMB TO EAVE STRUT BEND LINE CO N 0— 9/16" x 3/4" SLOT 1.. i 5'' 6" TYPICAL USE FOR SHEETING ATTACHMENT POINT AT THE CORNERS OF BUILDING PART CGC8 1/8" 9/16" x 3/4" BEND LINE 0 2 7/8" 5" TYPICAL USE FOR SHEETING ATTACHMENT POINT AT THE CORNERS OF BUILDING PART CGCG SLOT I � \ d• 1/8" PART JMES 0 5" 5/16" HOLES 1/8" STANDARD CLIPS THAT MAY BE SUPPLIED WITH BUILDING. REVISIONS REV j DESCRIPTION DATE APPROVED ENGINEER'S SEAL A '. SDI O6LDBAL .mss, Pt 237 SOUTH 4711 ST ALB/ON NE 68820 (800) 327-0790 raking Pride In Building Excellence JOB NUMBER: DE'SICN.: ENCR: PM, PACE No. pM.Mw d W DATE: PET GUTTERS AND DOW SPLUTS ASE AN OPTION THAT MAY N❑T 3 E PRESENT ON INSIDE CLOSURE—, ROOF PANEL-- TK_ SCREW (SEE N❑TE A) SAVE STRUT SIDEWALL PANEL LAPTEK SCREWS GUTTER STRAP 24" ❑,C. 7 LAPTEK SCREW @ 12" O.C. LAPTEK SCREW @ GUTTER STRAPS LAVE TRIM TK____ SCREW (SEE NOTE A) LAPTEK SCREW @ 12" O.C. STANDARD GUTTER GUTTER OUTLET OUTSIDE CLOSURE DOWN STRAP SEE DETAIL A -A DOWN STRAP 4 LB❑W 3" GUTTER LAP THIS 3UILDING, USE THIS METHOD FOR FORMED TYPE DOWNSPOUTS, POP RIVETS AND CAULK — DOWNSPOUT FASTEN TO OUTLET WITH POP RIVETS TYP (4) PLACES DOWNSPOUT C❑NNNECTIDN/ GUTTER LAP DETAIL BOTTOM SIDE ❑F GUTTER SHOWN CUT TO FIT FORMED OUTLET GUTTER CUT HUT FOR OUTLET ATTACHMENT 3" GUTTER LAP USE THIS METHOD FOR BOXED TYPE DOWNSPOUTS, POP RIVETS AND CAULK--- t AULK—l l 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 ERECTION NOTES (A) LOCATE (1) TK SCREW ON EACH SIDE OF MAJOR RIB ON ROOF- PANEL. REVISIONS REV DESCRIPTION DATE APPROVED SFNTINF1. BUIL DING SYSTEMS A Lhvrfgr uGLOBAL im.A.ACL i 237 SOOTY 4TH ST ALBION,, NE 68620 (800) 327-0790 PRC ECT Taking Pride In Building Excellence JOB NUMBER: DBSICN.• E'NCR: DS/W DAM PACE' No. 2(� ENGINEER'S SEAL eegen,,,u VF RHLA STYLE_ CURS AR A\ _9TI N THAT 'IAY NNT 3E DR=SI- \T N THIS UIL. ,IN TYPICAL SPRING PAD CONFIGURATION (CONSULT YOUR DOOR SUPPLIER FOR SPECIFIC LOCATIONS) OPENING WIDTH PAD L❑CATI❑N FOR ADDITIONAL SHAFT BRACKETS FOR r DOORS OVER 1B'-3" WIDE x CENTERLINE_ L _1 OF SHAFT 7I ' 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 Sideroon IE m 0 0 LJ x F - z L7 LJ z LD Z z LJ a REVISI❑NS REV NTI E nYCT M w bivnm ORAL 4ou.BAL mrcc vc 237 SOUTH 4TH ST ALBION, NE 88820 (800) 327-0790 DESCRIPTION Taking Pride In Building Excellence DATE JOB NUMBER: APPROVED DESIGN. MR: DATA' DATE - PACE No. BET ENGINEER'S SEAL EV - RHEA STYLE DJ RS A RE AN H �TIH THAT NAY NOT E PRESF \T THIS BUILAING, OVER EA DOOR SP!JNG ?AD AN !i - ACK ANG PETAIT1S CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH TK2075 SCREWS SIDE VIEW ENDWALL DOOR SPRING PAD FRAMING 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) /—ENDWALL RAFTER �✓ —SPRING PLATE END VIEW (From Bldg Interior) HEADER TYP. 2"x 3"x 16 ga ANGLE TYP HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS NOTE: Building Supplier does not 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 1,7‘---------- 2"x 3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL 16 ga ANGLE LAVE STRUT SPRING PLATE HEADER TYP. -- 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL REVISIONS REV DESCRIPTION DATE APPROVED SFNTIF}FI RUILD1 STSTFNC 237 SOLA H 47H ST ALBION, NE 68020 (800) 327-0790 Taking Pride In Building Sscellence J043 PAVIIEER: OSSICK.- SNCR• DMF PACE No. Ov DATI. DET ENCINSAR'S SEAL