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HomeMy WebLinkAboutApproved Planso 1It�.._--_t- E Xl 10 BE RE LOCATE) EDGE OF \ NEW DRIVE (TYP.) 1 wirAtk 4411111111 r 9 7 PRQPQS_U BARN SLAB EL.=969.5 V.'.I r PROPQSED / CONTOUR (TY i ¶OPE ,'_yp) • PROVIDE 10' WIDE+'�► '=-LAT AREA - AROUND BUILDING C,I -PERIMETER (TYP.) PROPOSED SILT FENCE (TYP.) EX. CONTOUR (TYP.) j V(i{11 dV/U aoty m lXAI 4l **riot e i Alf 91445 P•' i 100.00' EQUESTRIAN EASEMENT N FEET 10 0 10 FEET GRAPHIC SCALE 1 inch - 10 It UR INTERVAL — 1 FOOT XI TING HOUSE 412 BUCK POINT RD. Refer to plan attachsients for Garfield Coupty Building Requirements and comprehenswe list of Plan Review Notations. 50.00' BUILDING lI SETBACK h_ _ II 1 A PI OVED 11 I ! SUBJE TO NOTED EXCEPTION & INSPECTIONS / GARS LD COUNTY 1 BUIL I IN ' DEP TMENT DATE7F► G/ BY I FIELD COPY NO INSPECTION WITHOUT THEE PLANS ON SITE 1 Pa / Of r 1 LLI z 0 DRANK 6Cl57GNED 80 HEB 9A9: D" PINNACLE DESIGN CONSUL TING GROUP, INC, ' RAF I6108019• Dr a+>7 LUCAS RA/NS GARF/ELD COUNTY, COLORADO SGe'C i 60 0AIE 1 = 10 70100J 0-00-70 I Me BUCK RAD/NG, DRPDRTAINNAG PROPOSED BARN GRADING, GE AND EROSION CON TROL PLAN '1 ^ 1 OF 1 -0 01118190. N.E.B. CONSULTING ENGINEERS • 0805 BUCK POINT ROAD CARBONDALE, CO 91623 • (970) 963-7170 ` BLRE-D7-211-6393 d m ▪ C O m L7 ce a FaI m CCI 1230 - a w J W O CV m 0 0 0 N 0 CV <O M 0 0 0 O -5 a5 UI 112 E 2 Q To C 0 o in0 N N d 5 .c‘—' rn ti E E o U a yr m W m y 0 0) co ca U 0) as a m ar z a) iL Printed By: Jeremy Cavil GENERAL NOTES AND SPECIFICATIONS 1. The materials and labor shown an these plans that are provided by Cleary Building Corp, are limited to those materials and labor as defined by the Cleary Building Corp. contract. Additional materials or accessories that are not being provided by Cleary Building Corp. may be shown on plans for context or building code compliance. 2. This building is designed in accordance with the following codes and specifications: 2018 International Building Code (IBC) 2018 Edition 0f 'National Design Specifications for Wood Construction' Use Group(s) Classification: U Building Use: Workshop Type of Construction: Type VB Building Gross Square Footage: 1200 Sq. Ft, 3. 4. 5. Building Design loads• Assign Trslss Lood. Design Snow Land: Design Wind Speed: Seismic Use .Group; Seismic Design Category: 68 PSF Total Load 81 PSF Ground.. Snow Load (Pg) 63 PSF (for balanced roof snow load) 115 MPH (EYP C) C Maximum Considered Earthquake Ground Motion for: 0.2 Second Spectral Response (Ss). 34.7%g 1.0 Second Spectral Response (51.0): 8.5%g All lumber, unless noted otherwise, shall be 545 #2 SPF or better. All lumber embedded in the ground shall be treated with Chromated Copper Arsenate to a retention level of .60 lbs. per cubic foot. Grading should be such that the surface water is drained away from the foundation. Minimum grade would be six inches of vertical drop per ten feet of horizontal away from the foundation (5%). Fill used for concrete floor slab sub grade, if present, shall be reasonably graded granular material. Fill used in columns holes shall be the excavated soil unless noted otherwise. All fill shall be free from debris, stones over 4'0 and frozen material. 6. Electrical work is not a part of this drawing and shall be installed as per applicable codes. 7. Heating, ventilating, and air conditioning work is not a part of this drawing and shall be installed as per applicable codes. 8. Plumbing work is not a part of this drawing and shall be installed as per applicable codes. 9. All nails are to be threaded hardened steel unless otherwise noted. 10 This design is based on a building site with sand, silly sand, clayey sand, silty gravel, clayey gravel soil. As per the IBC building code and Referenced Standard ASAE 486.1, an assumed soil bearing design value of 1500 psf with increases for depth and width has been used in this design. If information is discovered before or during construction contrary to this, the buldirig designer should be contacted, NOM This building, as depicted, must be constructed 10 feet or more from any and all lot lines and 20 feet or more from any other buildings on the some lot. See IBC code and/or the local building official for exceptions. NOM This document, as presented and sealed, is not intended to be, nor should it be construed as such, a complete building design. It is intended to represent just the building itself. The design of the electrical, mechanical, plumbing, and site drainage are excluded from this plan. It should also be noted that the designer is unaware of any subsoil investigation reports. Footings have been sized on assumed values as per note 10.0 under General Specifications and Notes. The designer excludes determination that the assumed soil conditions are present at the site. If a concrete floor will be installed, the design of the concrete floor is not part of these plans, nor is it intended to be. If shown, the concrete floor is only depicted to show its location with respect to related components of the building. The client or general contractor is encouraged to contract with other professional engineers or architects for the..design of the concrete floor and its subgrade. 1) CLEARY WEATHERVANE OWNER LOCATE) 0 NORTH ELEVATION 12 WEST ELEVATION 100'{ TABLE OF CONTENTS 110. ELEVATIONS 120. FLOOR PLAN 130. TYPICAL SECTION A 131. TYPICAL SECTION B 140. DIAPHRAGM ACTION and MISC. DETAILS 150. TRUSS DIAGRAMS 100,+o" CONTINUOUS PEAK VENTILATION - EAST ELEVATION 11 SOUTH ELEVATION GI ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL 18 REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COIFINAL INSPECTION 100'+o" CLEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (800) 373-5550 DRAWN BY: CAVIL DATE DRAWN: 7/8/2020 PLAN REVISIONS: NUMBER DATE BY 2 3 4 a SHEET NAME: N Z 0 PRO3ECF NUMBER: 2020102362 SHEET NUMBER: 110 SHEET SCALE: NONE W 0 0 CND CV N 0 01 CO 0 O d a) 0 'o) ny a3 U .E co D_ •o ns a) Date Printed: 7/9/2020 10:24 AM Printed By: Jeremy Cavil COLUMNS COLUMN SIZE HOLE DEPTH HOLE DIAMETER FOOTING SIZE Vin) SIDEWALL [3) CORNER �C) ENDWALL )] ENDWALL 3 -PLY 2x6x18'-0' 3 -PLY 2x6x18'-0' 3 -PLY 2x6x20'-8" 3 -PLY 2x6x21'-4" 4'-10" 4'-10" 4'-10" 24'0 18"0 AGM FP -24 FOOTING PAD (SEE NOTE) NUMBER OF COLUMNS REQUIRED B 4'x14'0 PRECAST CONCRETE FOOTING 4 18"0 18"0 4'x14'0 PRECAST CONCRETE FOOTING 4'x14"0 PRECAST CONCRETE FOOTING 2 2 THE FOOTING PAD IS THE AG -CO MOLDED COMPOSITE CIRCULAR FOOTING PAD (SEE ESR -2147) FLAT SIDE - OF FOOTING PAD DOWN IMOIE ANCHORAGE NOT SHOWN FOR CLARITY —FP -24 FOOTING PAD FOOTING PAD DETAIL 11131E: 6 TOTAL BAGS OF SACKCRETE REQUIRED FOR COLUMN ANCHORAGE ANCHOR COLUMNS WITH 3 601 BAGS OF SACKCRETE AND (1) #4012" REBAR FOR UPUFT NOTE COLUMN SETS ON TOP OF FOOTING - CHECK COLUMN CHART FOR EMT FOOTING SIZE REQUIREMENTS 60# BAGS OF SACKCRETE - (1) #4x12" REBAR F00HNC COLUMN ANCHOR DETAIL CONT. PURLIN DESIGN CONSTRUCTION FOREMAN NOTE BE SURE TO MAINTAIN THE OVERALL LAP DISTANCE AND THE SPACING FROM PURUN END TO CENTER OF TRUSS AS SHOWN (1) 40d NAIL EACH PURUN END NNAILS� UNLESS OTHERWISE NOTED ANCHOR ALL COLUMNS WITH 2 2x6x8" TREATED BLOCKS ATTACHED TO COLUMN WITH 3 20d NAILS PER EACH BLOCK FOR UPUFT NOTE COLUMN SETS ON TOP OF FOOTING - CHECK COLUMN CHART FOR DUCT FOOTING 51ZE REQUIRED (2) 2x6x8' TREATED BLOCKS fGOIING COLUMN ANCHOR DETAIL TOE -NAIL EACH PURUN WITH (1) 10d NAIL 24 MIN. TRUSS PURLIN LAPS AT FIRST TRUSS FROM EACH ENDWALL (1) 40d NWI EACH PURUN TOE -NAIL EACH PURUN WITH (1) 10d NAIL 17' MIN. I� 12' MIN. TRUSS ALL REMAINING PURUN LAPS (4) 10d NAILS IMES 1. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING SIZES P6OR TO INSTAWNG FRAME -OUTS 2. ATTACH ALL ROOF, SIDE, END AND GABLE STEEL WfTH PAINTED SCREWS 3. ENDWALL COLUMNS ARE 3 -PLY TO THE BUILDING EAVE HEIGHT AND SINGLE PLY FROM THERE TO THE ROOF PIANE ROOF: 4. 24 STANDARD DIAGONAL CORNER BRACING AT ALL CORNERS (UNLESS OTHERWISE NOTED) SIDES/GABLES: 5. 24 =BRACING AT ENDWALL COLUMNS AND CENTERED ABOVE OVERHEAD DOOR (SEE DIAPHRAGM ACTION and MISC. WAINSCOT: DUALS P4EET) 6. 2x4 PURUN BLOCKING AT ENDWALL TRUSSES 7. 2x4 CORNER BLOCKING TO BE INSTALLED AT ALL CORNERS AND OVERHEAD DOORS PURLIN LAYOUT BUILDING COLORS BUILDING ACCESSORIES SIERRA (1) CLEARY WEATHERVANE (OWNER LOCATE) SEE NOTE TAO( HOUSE WRAP AT WEST ENDWALL ONLY SIERRA 2 WIVE VNYL FACED ISUL 11 ROOF1M SOLS, DOS ND NIES IBS BOWL 1 SUDE DOOR(S): TRIM (TYP.): F&J TRIM: SIERRA ASH GRAY NOV: SEES WEST ENDWALL TO BE 7/16. 058. ALL OTHER SIDES/GABLES TO BE ASH GRAY 12' 10' r 18' 12' 8'-0' 8'-0" X) 14'x10' OVERHEAD DOOR FRAME -OUT WITH 13' TO 20' HEADROOM OPTION WITHOUT LINER (DOOR BY CLEARY SUB) I.D.=13'-11 1/2' RE. -=100'+4" CO f WAINSCOTING ESBILD A /f AT E BUILDING PERIMETER LESS THIS ENDWALL 3'x6'-8' WALK DOOR WITH 22'x36' GLASS, DEADBOLT, AND 2 -PANEL (2 SIDE) 0 8.E=100'+4' Ad 40'- 0' 1w 8'-0' EC -0' B'-0" usi 7 KBE: USE CLEARSPAN TRUSS WTM NAILERS AT BOTH ENDWALLS. USE CLEARSPAN TRUSS WITH MAILERS AT 24' O.C. AT WEST ENDWALL (SE DIAPHRAGM ACTION and MISC. DETAILS SHEET) 4'x3' HORIZ. SLIDE WINDOW T.E=107'+2' T-0" 4'x3' HORIZ. SUDE WINDOW ® T.E=107'+2' (CENTERED) 8'-D' 1=� -12' VENTED' ALUM. EAVE EXT. AT 80T1-1 SIDES WITH SNOW STOP LCONT. PEAK VENTILATION 4'x3' HORIZ. SLIDE WINDOW TE=107'+2' O 8'.0' 12' VENTED ALUM. PURUN EXT. AT BOTH ENDS 09 3'x6'-8' WALK . I DOOR WITH 22'x36' GLASS, DEADBOLT, AND f 2 -PANEL (2 SIDE) B.E.-I00'+4' IN2i 40'-0' 0 0 I 0 • 0 z CLEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (B00) 373-5550 DRAWN BY: CAVIL DATE DRAWN: 7/8/2020 PLAN REVISIONS: NUMBER DATE - BY 1 2 3 4 0 ~ O W O 2 LL PROJECT NUMBER: 2020102362 SHEET NUMBER: 120 SHEET SCALE: NONE Date Printed: 7/8/2020 1:38 PM PREPAINTED FABRAL GRAND RIB III PLUS ROOF AND SIDE STEEL #2 SPF 2x4 PURLINS AT 15" O.C. AT (4) SPACES FROM THE EAVE THEN 12" O.C. MAX FOR (11) SPACES TO THE RIDGE SEE HEEL DETAIL - 2" WHITE VINYL FACED INSULATION IN SIDES, ENDS, AND GABLES STD. WAINSCOTING 100'+0" Cr)11/4 N 2" WHITE VINYL FACED INSULATION IN ROOFLINE 12 NOTE TRUSS NOT DESIGNED FOR CEILING LOAD SEE TRUSS DIAGRAMS (2) ROWS 2x4 L.C.S. SPACED EVENLY USE #2 SPF 2x6 GIRTS AT 36 5/8" O.C. AT SIDEWALLS USE SP 2400F-2.OE 2x6 GIRTS AT 35 5/8" O.C. AT EAST ENDWALL (3) ROWS: GS=30 1/8" #1 SP .60 CCA 3—PLY 2x6 COLUMN sigt-riiii41419r-t4 to 4644 eir / Alm 6114040h 0h 2x8 TREATED PLANK (2) 2x6x8" TREATED BLOCKS ATTACHED TO COLUMN WITH (3) 20d NAILS EACH BLOCK FP -24 FOOTING PAD (SEE FOOTING NOTE ON FLOOR PLAN) 2-51 g) .ei) 12,?i CONCRETE FLOOR (BY CLEARY SUB) FROM 100'+0" TO BOTTOM OF TRUSS s PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT 1*IE OF FRAME INSPECTION 12" VENTED ALUM. EAVE EXTENSION AT BOTH SIDES WITH SNOW STOP E,f-jti_l5 !G/17 / I•61 -1 I3 ATTACH TRUSS TO COLUMN WITH (2) 1/2"0x5 1 /2" BOLTS AND NAIL WITH (2) 20d NAILS PER BOLT ADJUSTING BLOCK BETWEEN TRUSS HEEL AND CENTER PLY OF COLUMN TO BE FIELD CUT TO FIT HEEL DETAIL CLEARY, BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / 000) 373-5550 DRAWN BY: CAVIL DATE DRAWN: 7/8/2020 PLAN REVISIONS: HUMBER DATE BY 1 2 3 4 0 LU L.2 z O O w r„, jJ WaQ,1 YX vi U 2 � D L) Z L m m_ x -c W 4 - N t¢i D LL � ZLJ m e ui to z 6 PROJECT NUMBER: 2020102362 SHEET NUMBER: 130 SHEET SCALE: NONE or ro M f0 .- 0 O CD 0 oi � Q Lo - N 0 O o � o a No 2 N rn ti a� a m o •r_c U a • Q) C w o 0, nz t m U •g U t • E V N E m RI 0 Z 0) ._ LL a NOTE: TRUSS NOT DESIGNED FOR CEILING LOAD 7/16" OSB WALL SHEATHING (ATTACH WITH 2"x.113 RS GUN NAILS, 6" 0.C. AT PANEL EDGES AND 12" 0.C, AT INTERMEDIATE SUPPORTS) 100'+0" • �SOTTOM CHORD OF TRUSS — --USE #2 SPF 2x6 GIRTS AT 24" 0.C. AT THIS ENDWALL (5) ROWS: GS=18 1/2" #1 SP .60 CCA 3 -PLY 2x6 COLUMN NOTE: TYVEK HOUSE WRAP (NOT SHOWN) AT THIS ENDWALL ONLY 2x8 TREATED PLANK FROM 100'+0" TO BOTTOM OF TRUSS (3) 60# BAGS OF SACKCRETE WITH (1) #4x12" REBAR FOR UPLIFT 4"x14" PRECAST CONCRETE FOOTING CONCRETE FLOOR (BY CLEARY SUB) 2x4 BLOCKING BETWEEN GIRTS AT ALL COLUMNS AND PLYWOOD SPLICES /1 PLYWOOD SPLICE 2x6 GIRTS AT 24" 0.C. \-TOE NAIL 2x4• BLOCKING TO GIRTS WITH 10d NAILS GIRT BLOCKING DETAIL CLEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX 930220 VERONA, WI 53593 / (800) 373-5550 DRAWN BY: CAVIL DATE DRAWN: 7/8/2020 PLAN REVISIONS; _NUMBER 1 DAJE BY 2 3 4 0 W0 J a oC 0 Q(Q/) N rse QZO co I <2LjJ z �u- GzGm a a CO PROJECT NUMBER: 2020102362 SHEET NUMBER: 131 SHEET SCALE: NONE rn 0_ 0 0 c% - co 19 O O N coN Co co N 0 0 N co m UE E P g N Q • N C N O O d o S N U � E U IL IS P. (n ca a) U '5 t U >, 0_ m v m m -3 co E Cr-1AD z 0 a) C LL (3_ ATTACHEACH PURUN TO TRUSS - AT BOTH SIDES OF JACKBRACE LOCATION WIM (1) 40d NAL MID TOE -NAL WITH (t) 10d /20 PURUN NAIL (2) 12 SPF VERTICAL - BRACES SPACED 1 In. WART WITH LUMBER r0 MATCH COLUMN SIZE ENDWALL TRUSS ATTACH 2x6 JACKBRACE TO VERHCAL BRACES WITH (5) 20d NAILS ATTACH BOTTOM CHORD OF ENDWALL TRUSS TO VERTICAL BRACES WITH (4) 20d NAILS OVERHEAD DOOR HEADER 2x6 AMERCE- -ATTACH OVERHEAD DOOR HEADER TO VERTICAL BRACES WITH (4) 20d NAILS TIE 2.41 JACKEIRAtE TO TOP CHORD EF RUSS WT¢T S1ECt BARBING / ENA -NAL RAKING MD TRUSS TO JACKBRACE WITH 3) 2Od NAILS ANO ATTACH TO TOP Of JACKBKACE WIHI (4) Sod NAILS CLE. RSPMI TRUSS -HOLD JACK BRACE 4' ABOVE THE PLANE OF ANY POTEMIAL CEILING LINERS NAL 1x4 SHFTE RJI TO NB JACKBRACE WITH 10d NAILS AT 12' 0.C. NOTE WHEN INSTAWNG JACKBRACE UNITS OVER AN OVERHEAD DOOR FRAME -OUT, HOLD JACKBRACE UNIT UP 24' ABOVE DOOR WHALER NOTE C04TER ONE JACKBRACE UNR FOR OVERHEAD DOORS WIDER THAN 12' UP TO AND INCLUDING 20' WIDE, EVENLY SPACE TWO JACKBRACE UNITS FOR OVERHEAD DOORS MORE THAN 20' WIDE JACKBRACE DETAIL AT OVERHEAD DOOR P01PANIED FABRAL ROOF STEEL ATTACH ROOF STEEL AT PAN AREA TO PURUN BLOCKING WITH (2) WOOD GRIPS PER EACH BLOCK NM. F1Y-RAFTER THRU COLUMN WITH (1) 20d NAL 2x4 PURUN 2x4 PURUN BLOCKING ATTACHED TO TRUSS WITH (2) 40d NAILS -TOP CHORD OF ENDWALL TRUSS GABLE DETAIL WITH PURLIN EXTENSION /ATTA2.1 FLY -RASTER CHED TO TRUSS WITH 2) 60d NAILS9 xSPA= AS SHOWN �Y 1 END-N(1) (1)L 2 dY NRAFTER THRU Rig PURUN BUILDING COLUMN FLY -RAFTER CONNECTION DETAIL 10 W000 GRIP SCREW WITH ECPRENE WASHER AND MINIMUM ' FRAMING PENETRATION STEEL PANEL LAP ii AT ALL INTERMEDIATE FRAMING: SCREWS 9' 0.C. AT ALL SUL PANEL ENDS: SCREWS BOTH SIDES OF RIB NOTE PAN NAILS MAY BE SUBSTITUTED FOR PANEL END FASTENERS WHEN CONCEALED BY FLASHING GRAND RIB 3 STEEL ATTACHMENT DETAIL ATTACH EACH PURUN TO TRUSS AT BOTH SIDES OF JACKBRACE LOCATION WITH (1) 40d NAIL AHD TOE -NAL WRH (1) 10d NAIL 2x4 PURUN 12 SPF SINGLE EHOWAI1. VERTICAL WN LUMEJER 10 WATCH COLUMN SIZE ENDWALL TRUSS ATTACH 2346 JAZ/CORAL TO COLUMN W14) (5) 20d NAILS 3 -PLY 2x6 DULCINC- COLUMN TO EAVE HEIGHT TIE 2.6 JACKBk4CE TO TOP CHORD OF TRUSS W1D1 STEEL BANDING / END -HAIL WN0{HG ANO TRIPS TO JACORACE WITH 3) 20d NAILS AND ATTACH TO TOP OF JACKBRACE WITH (4) 10d NABS WARSAW RRUSS 2A5 JACKBRACE- �IROiU JACK BRACE 4' ABOVE THE PLANE OF ANY POUNDAL COUNG LINERS 70 --NAIL 1.4 SUFFERER 10 2.6 JACKRRAGE WITH 10d NMS AT 12' O.C. JACKBRACE DETAIL AT ENDWALL COLUMNS 1111 USE (2) 204 NANS OR () CUN NAILS AT CONTINUOUS WALL CARTS 140 FAN: POURS 65E (4) 20d NAA 5 f SpLJCr; (6)CE0 CWALL UH HHES001E AT A40 EAVE FORUM �U5£ (6 20d NMS OR (12) GUN NAILS AT SPLICED SPLASH PLANK xx 11 's .n %' USE (3) 20d HAUS OR (6) GUN NAILS AT CONTINUOUS SPLASH PLAOE NOTE 20d NULS TO BE RING SHANK HOT 0(0013 CALVAHIZED GUN NAIL ALTERNATE - 0.131x3 1/2 RS -TIN 44011.: SPLASH 01400 AT BRACIN0 LOCATIONS REQUIRE ADLUMIONAT. FASTENERS (SEE BRACING DETAIL SHEET)_ STANDARD WALL FRAMING NAILING ATTACH TRUSS TO CORNER COLUMN WITH (7) 20d NAILS 11 5P 2/6124' _ DFJ4UI4G BLOCK ATTACHED 10 COLUMN - W1M (11) 204 NAILS BUILDING COLOUR-- CLEARSPAN ENDWALL TRUSS TO COLUMN CONNECTION DETAIL AT BOTH ENDWALLS CLEARY BUILDING CORP. 190 PAOLI STREET / P.O. BOX930220 VERONA, WI 53593 / (B00)373-5550 DRAWN BY: CAVIL DATE DRAWN: 7/8/2020 PLAN REVISIONS: NUMBER DATE BY 1 2 3 4 PROJECT NAME: PROJECT NUMBER: 2020102362 SHEET NUMBER: 140 SHEET SCALE: NONE File Name and Path: \\CIearyShares\ Eng \CommercIW-Personal\Jeremy_ Cavil\2020102362\2020102362-160-TRUSS.dwg Printed By: Jeremy Cavil Date Printed: 7/9/2020 10:24 AM • r�N-_ paid :Co C �fe : _� .-" r i' ... �.1-` � � � _Z y yt -•r: O • rig f ;;+ a,t‘ +{ PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION fr) 0000 cn W xl -1 o C .Z1 -u T Cn 0 n - 0) 2 2 m I( I0 I0 l0 ry x v 3NON :31%0S .13gHS o� N rn op oz N Liti D1^� PROJECT NAME: RAINS, LUCAS PROJECT SITE ADDRESS; 412 BUCK POINT DR CARBONDALE, CO - GARFIELD COUNTY BUILDING SIZE: 30' x 40' x 13' 4" SHEET NAME: TRUSS DIAGRAMS 4, W 02 71Atr3 :A9 NMV214 <m 0> rn o C E rr1 n O = SEON: 19744 COMMN FROM: ZEW Ply: 1 Job Number. 2020102362 Cust R7054 JR40:1WWI70540013 725 City: 1 V 1 DrwNo: 177 20.1406.29957 II Truss Label: TA29-9PLSC63STNO8OC4truss115W DEH / BAF 0 6/2512 02 0 m 4.3 I 8'8" 14'10"8 l 21'1" 29'9" A 88' 8'28 12 4 %5C5 4,a. =111019 C 628 68" No:5/ E sSS6919 =8X12 G=8X12 rJ =SS0712 =550919 29'9" 10'10' i 6'11" 17'I 10'10 I 10'1x' 17'9" 16'1Y" 2g•g' Loading Criteria (psi) TCLL: 63.00 TCDL: 4.00 BCLL: 0.00 BCDL: 1.00 Wind Criteria Wind Std: ASCE 7-16 Speed: 115 mph Enclosure: Closed Risk Category: I C Kzt: NA Mean Height: 15.83 ft TCDL: 2.4 psf BCDL: 0.6 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpI: 0.18 Wind Duration: 1.60 Snow Criteria (Ps,Prin P5F) Pg: 81.0 Ct: 1.2 CAT: 1 Pf: 54.4 Ce: 1.0 Lu: 16.0 Cs: 0.94 Snow Duration: 1.00 -- DeflICSI PP Deflection VERT(LL): VERT(CL): HORZ(LL): HORZ(TL): Creep Factor. Max TC Max BC Max Web Crfteria I ♦ Maximum Reactions (lbs) in roc L/defl U# Gravity Non -Gravity 0.528 F 669 240 Loc R+ / R- / Rh / Rw / U / RL 0.571 F 618 180 1 8118 1- 1- /657 /912 /193 0.156 F - - J 8118 /- 1- /657 /912 1- 0.169 F - - Wind reactions based on MWFRS 2.0 1 Brg Width = 5.5 Min Req = - J Brg Width = 5.5 Min R CSI: 0.975 eq = - Bearings l & J are a ri CSI: 0.990 9 gid surface. CSI: 0.666 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chorda Tens.Comp. Chords Tens, Comp. Des Ld: 68.00P' NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 96.0 " - Building Code: IBC 2018 TPI Std: 2014 Rep Fac: No )110 10 !4 ( 0j FT/RT/PT:20 20 ( ) ( Plate Type(s): 18SS, WAVE, HS VIEW Ver. 18.02.01A.0205.19 A - B 1977-17152 C - D 1667 -15098 Lumber Top chord: 2x10 SP 2400f -2.0E; Bot chord: 2x10 SP 2400f -2.0E; Webs. 2x5 SP#1; Lt Wedge: 2x4 SP #2;Rt Wedge: 2it4 SP #2; Wind Wind Toads based on MWFRS with additional C&C member. design. Wind loading based on both gable and hip roof types. Uplifts based on an elevation at or above 7344 ft. In lieu of rigid sheathing use purlins to brace TC © 24" oc See Cleary Building Corp. drawings for beenng attachment and bottom chord bracing details. This design applies to bolh open wan and enclosed wall buildings. . sPvO D,.G p (I 4. ;m 3 - /Ds,4r 4 0tV251/020 - B - C 1867- 1 5095 D - E 1977 -17154 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A - H 15806 -1707 G - F 11724 -1142 H - G 11724-1142 F - E 15808 -1708 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. B - H 478 - 4576 C - F 4811 -453 H - C 4807 -452 F - D 478 -4575 r';" G:Si, F4Dc�'prn .7110 633 =_ ter yy Hrr+ �� '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING) "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tn.rsses require extreme we In fatn_oetIA h sriAping lr tailing and bating. Refer to and follow the latest edit of SCSI (Bulldirlg Component u ee#ty IntonnMon, by TPI anH'� ter saTety paaexces prtor to performing these full:110 ns. installers shall pvov de temporary brapn r S UNess led otherwLoa top rd shall !Save prGpersfr attar ed tucturat 5ileath n and bo[�om ehgrd shali?,...65.,ahpra_pe h attaGled rigrd cedrr�g �_"��ons fors lateral reslt21rii Gf webs dial ave bracing rns1 Red per BCSI seesinns or B. sawlogs 160A- for standard plate positons. Refer to job s GeneralNoles page for additional information. dr wSP:b- l Appljr'plate`s to eactl ace drat pcsslion as shown above and on the Jotra ueiarls. unless noted otherwise. efer to .4 LPI N E Al ne, a d' ision of rn r B m nt Gr Inc shall riot_ be responsible for any talion from this dr any failure to build the t in 'ormarrce with ANsli'Pi 1 or na't 5}x na insalla�ioork a.�d� brapng of thrusses. A seal qn�drayrin�gq or cover page 13723 Riverport Drive Sting this drawln IrldiCates acceptance 0 pr a en rte 11ng reapcnsr,p solely -tor l e design shown. The surtablliry and use ems drawing for any sr:odure Is the re ponsb9'sty or tyre 9vilding esgnar per ANSI 1 Sec.2. Suite 200 For more rdomrabon see these wab a8es- Aloin. wnMv-alpineitw.0Gm: TPt. www tpaist orq. Sill CA. www.sbCndustry.com; ICC- www,reraalo.or8 Maryland Heights, MOt.3:-1' • r�N-_ paid :Co C �fe : _� .-" r i' ... �.1-` � � � _Z y yt -•r: O • rig f ;;+ a,t‘ +{ PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION fr) 0000 cn W xl -1 o C .Z1 -u T Cn 0 n - 0) 2 2 m I( I0 I0 l0 ry x v 3NON :31%0S .13gHS o� N rn op oz N Liti D1^� PROJECT NAME: RAINS, LUCAS PROJECT SITE ADDRESS; 412 BUCK POINT DR CARBONDALE, CO - GARFIELD COUNTY BUILDING SIZE: 30' x 40' x 13' 4" SHEET NAME: TRUSS DIAGRAMS 4, W 02 71Atr3 :A9 NMV214 <m 0> rn o C E rr1 n O =