The URL can be used to link to this page

Home My WebLink About1.14 Structural PlansNEW(3)2x4 LAM STUDS NEW 10'x24"SQR. w/(3) #5E. W. F- 3 1/2" TYP. TACK RM NEW 6x6 POST OR APPROVED EQ. ►11 <212 1 EVENT HALL 2 NEW RFB155'x21"GLB24F-V4 r - I I 1;74 NEW S/MPSON rIHUC149.25TF NEW 10'x40"SQR. w/(3) #5E. W. C7 10'x36"SQR. w/ (3) #5E. W. LAUNDRY NEW PIER w/6x6 POST TYP. (2) PLACES 5'0" NEW 2x8AT 16"o/c r - I I -, N rr 1 Lei �s- I .111, ■ I I L I -J 0 W 0'x26"SQR. /(3)#5EW. ■ 0 NEW (4) 2x4 LAM STUDS 0 New Stairs By Others es NEW(4)2x6 LAM STUDS FJ1 Add New 2x12 Between Ea. L__ I NEW 10'x36"SQR. ___ ~w/(3)#5EW N NEW 10'x36"SQR. r - - w/(3) #5E.0/6 W FJ2 E --, NEW 10'x24"SQR. w/(3)#5EW.�_ I m NEW 10'x24"SQR. w/(3)#5EW. NEW 10'x24"SQR. L - w/(3) #5E. W. \ - L__ I I I h - , I JN---NEW(4)2x6LAM STUDS a h - NEW (4) 2x4 LAM - STUDS KITCHEN PREP ROOM Ex. Post (typ) I roLr _J Lr NEW (5)2x6 LAM. STUDS ORAPPROVED EQUAL =� x12 @ 24" o/c FJ3 Exist 2x12 @ 24"o/c ANEW (4) 2x4 LAM STUDS Exist. 2x12 @ 24" o/c -1/ NEW 10'x24"SQR. I w/ (3) #5E. W. fj L_ BAR NEWFLB> (3)2X10 NEW 10'x24"SQR. I w/ (3) #5E. W. ff L_ FOYER N m Remove Ex. Wall (typ.) - 12'03/4" I Ex. Rost (typ) IN I I a I L _ - NEW (5) 2x6 LAM. STUDS ` OR APPROVED EQUAL. Lu m rte---, NEW 10'x36"SQR. w/ (3) #5 E. W. I I Ex. Post (typ) 9' 17/8" � NEW 10'x34"SQR. L_-- J w/ (3)#5EW. NEW (5) 2x6 LAM STUDS ORAPPROVED EQUAL EVENT HALL I 10'x24"SQR. w/(3) #5E. W. NEW FLB6(2)11.875"LVL NEW 10'x24"SQR. w/(3)#5EW. 7'101/8" Ex. post (typ) 1 J E NEW (4) 2x4 LAM. STUDS C NEW (5) 2x6 LAM. STUDS ORAPPROVED EQUAL EXISTING ROOF BEARING WALL NEW 10'x24"SQR. r - w/(3) #5E. W (5) 2x6 LAM. STUDS OR APPROVED EQUAL Post (typ) WOMEN \___FOOTING UNDER THIS WALL SHOULD BE REINFORCED AND AT LEAST 24"WIDE ORAGE L_ 3 1/2" TYP. (4) 2x6 LAM STUDS 12'3" 21'-6" 9,3" 10'x30"SQR. �L w/(3)#5EW. L -- ADDITIONAL 2X12 JOISTS ADDED 8'-3 1/2" 1P-11" (4) 2x6 LAM STUDS EXISTING ROOF TRUSSES EXISTING FLOOR JOISTS 2x12 AT 24 " o/c HALL MEN I I NEW 10'x24"SQR. w/(3)#5EW - J OFFICE/ STORAGE 37-6" 80'6" 9'-1 7/8" 8'-2" 21'-6" UPPER FLOOR FRAMING PLAN SCALE 1/4"= 1'-0" DIMENSIONS AND EXISTING FRAMING DETAILS PROVIDED BY RED BARN GUEST RANCH, LLC EXISTING WOOD FRAMING MEMBERS ARE ASSUMED TO MEET THE REQUIREMENTS OF WOOD FRAMING NOTE 1. ® INDICATES (4) LAM. 2x4 STUDS UN.O. WESTAR, INC,s RESPONSIBILITY AND LIABILITY EXTEND TO ONLY THOSE MEMBERS IDENTIFIED AS "NEW"AND AS SHOWN ON THIS DRAWING AND DOES NOT INCL UDEANYMEMBERS OR ELEMENTS LABELED AS 'EXISTING" (3) #3 TIE SETS, BUTNOT TO 12"ROUND(E) BEAMS, WEB ST/FF. &SOLID FLOOR BLKSATBEAR/NG SHEATHING �I_ 21/2" FOOTING PADS AS SHOWN ON THE PLAN MAY BE OMITTED PROVIDED THE EXISTING FOOTINGS ARE DEEMED ADEQUATE FOR SUPPORT OF THE IMPOSED L DADSADN THE ASSUMED SOIL BEAR/NG CR/TER/A. /FTHEEX/ST/NG FOOT/NGSARENOT ADEQUATE THE FOOTING PADS SHALL BE INSTALLED AS UNDERPIN FOOTINGS INSTEAD. rEXISTSLAB -imsr- STEEL CHANNELS SHALL BECONTINUOUS C10x20ASTM A-36. BOLTS 4" SHALL BEASTMGRADE 8-5/8"0 HOLES SHALL BE 9/16V NO FLAME ! IIII�III • I�E1L "' CUTTING, REMOVE BURRS. BOLTS SHALL HAVE STEEL WASHERS II I II 1,1 II I SEEPLAN S/MPSONPOSTCAP EPC OR PC -■ ■- FLOOR JOIST 24" TYP. AT HEAD AND NUT. PROVIDE (2) THREAD MIN. PROJECTION BEYOND NUT./NSURETHATAREFULLYSUPPORTEDATEND BEARING J1111� ��■��■��■��■��■ �, M C10x20 4" MIN. BRG. Ird -■ ■- 6x6 POST SIMPSONPOST BASE ABU BEAM REINFORCEMENT DETAIL 111 FLOOR OR BEARINGEWALL 42x12's NTS./ EXCEED 12"0% OR SQUARE + > T. O. SLAB OR FIN GRADE BEAMS, SEE FRAMING PLAN �1 II 1� II BEAMS SEE��/� SIMPSONPOSTCAPf EPC OR PC FRAMING PLAN 11; SIMPSONPOST CAP EPC OR PC �jVA�jVA�j� /�Z Z,.� TYPICAL FOOTING PAD DETAIL (4) MlN #5 VERTS. BUT NOT TO EXCEED 12"0% BEARING JOIST DETAILMI SEE WOOD NOTES FOR SEE WOOD NOTES FOR SLAB L HARDWARE SPECS. POSTS THAT EXTEND THROUGH FLOORS SHALL BE SOLID BLOCKEDATALL FLOORS. STACKED POSTS SHALL BE SOLID BLOCKED. FOOT/NG HARDWARE SPECS. POSTS THAT EXTEND THROUGH 6x6 POST FLOORS SHALL BE SOLID U.N.O. BLOCKED ATALL FLOORS. STACKED POSTS SHALL BE SOLID BLOCKED. S/MPSONPOST BASE ABU FLOOR SLAB A 6x6 POST U.N.O. S/MPSONPOST BASEABU (3)#5 E. W. MIN, BUT NOT TO ,, `ti REFER TO MANUFACTURERS DIRECTIONS NTS FLOOR SHEATHING N. T S. [_-EXIST SLAB . MN /\\j\\j\\j\\ EXCEED 12"o/c EW. EXP. JT. �\\�\\� /��`/�A // PIER, SEE FON. PLAN& DETAIL ' > TYPICAL "� Lt 24"SQR. U.N.O.U.N.O.P/ER PIER DETAIL FLOOR JOIST 11111 EXIST FOOTING -a SIMPSONITT JOIST HANGER FLOOR BEAMS=WMM HUNG JOIST DETAIL TYPICAL FOOTING UNDERPIN o . DETAIL FOOTING NTS. IF IFSUR"BIG OOTTHA"TYPEPIHEINRICASER USED FOOTING AREA IS MAINTAINED. T/P/ER DETAIL PRCHOSOSTURAL TYPICAL WOOD POST/BEAM DETAIL TYPICAL WOOD POST/BEAM DETAIL SEEAFORADD/T/OVAL DETA/LS NTS. l�! T S REFER TO MANUFACTURERS DIRECTIONS NTS N.T.S. N.T.S. 4' 1 1 I 8' 12' 1 1 I 16' 1 1 1 DO NOT SCALE DRAPING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters IIIIIIIII IIIIIIIII IIIIIIIII Inches 1111111 1111111 Tenths IIII IIII ELECTRONIC DATA INTERCHANGE NOTICE. INIS NORCE SMALL NOT BE REMOVED FROM IRIS DRAHINT IF ANY TRANSMITTED CAD DATA IS RECEIVED IN AN UNINTELLIGIBLE OR GARBLED FORM, THE REDMOND PARTY SHALL TAKE STEPS AS REASONABLY PRACTICAL TO /MMED/A TE(Y NOTIFY THE ORIGINATING PARTY IN A REASONABLE MANNER /N TRE ABSENCE OF SUCH NO ACF /HE ORIGINATING PARTYS HARD COPY RECORD OF CONTENTS OF SUCH CAD DATA SHALL CONTROL. THE CONTENTS OF THIS DRAWING ARE PROTECTED BY UNITED STATES COPYRIGHT LAW ANY PERSON'S REGE/BNG THIS CAD DATA SHALL NOT REMOVE THIS NOTICE FURTHERMORE, RECIPIENTS OF THIS CAD DATA SHALL NOT COPY OR CHANCE AND SHALL PREVENT THE COPYING OR CHANCING BY OTHERS OF THIS CAD DATA WITHOUT 7HE PR/OR WRITTEN PERMISSION OF THE ORIGINATOR THE OMY COPIES PERMITTED SHALL BE FOR FOE STORAGE ONLY THIS DRAWING AND THE CONTENT HEREON /S THE PROPERTY OF WESTAR, /NC DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER B A NUMBER 17 JUL 2017 21 JUN 2017 DATE ISSUED FOR APPROVAL ISSUED PRELIMINARY - FOR REVIEW AND COMMENT REVISION DESCRIPTION ENGINEERS SEAL STRUCTURAL DESIGN CRITERIA THE DESIGN CRITERIA AND CODES FOR THIS PROJECTAREAS FOLLOWS. 2015 IBC, IRC SNOW LOAD = 40 PSF (GARFIELD COUNTY) FLOOR LIVE LOAD = 100 PSF. (DANCE HALLS & BALL ROOMS) WOOD & TIMBER = AITC AND NDS LATEST EDITIONS. STRUCTURES NOTANALYZED FOR STABILITY DURING CONSTRUCTION REINFORCED CONCRETE NOTES 1. REINFORCED CONCRETE SHALL BE DESIGNED, MIXED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THEACI CODE AND APPLICABLE ASTM STANDARDS PLACEMENT OF CONCRETE IN COLD WEATHER SHALL MEET THE RECOMMENDATION OFACI 306, AND ACI 305 FOR HOT WEATHER CONCRETE PLACEMENT. 2 ALL REINFORCING BARS BEING PLACED BY THE CONTRACTOR, #4 OR LARGER, SHALL BE NEW GRADE 60 DEFORMED BARS. #3 SHALL BE GRADE40 DEFORMED BARS, WHICH CONFORM TO ASTM A615. 3. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN ANY MANNER WHICH WOULD BE INJURIOUS TO THE STEEL. BARS WITH KINKS OR BENDS NOT SHOWN ON THE BAR BENDING DIAGRAMS SHALL NOT BE PLACED. THE USE OF HEAT TO STRAIGHTEN OR BEND REINFORCING STEEL WILL NOT BE PERMITTED UNLESS SPECIFICALL YAPPROVED BY THE ENGINEER REINFORCING BARS SHALL BEPROPERL YSUPPORTED, TIED, ANDIOR ANCHORED TO PREVENT DISPLACEMENT. MINIMUMLAP SPLICES SHALL BE (32) BAR DIAMETERS UN 0.. ANY EMBEDDED ITEMS NOT SHOWN ON THESE PLANS SHALL NOT BE PLACED IN CONCRETE WALLS, BEAMS, OR OTHER STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL. 4. CONCRETE FOR THE PROJECT SHALL BEAS FOLLOWS. ASTM C-150 TYPEI//I PORTLAND CEMENT WITHA WATER/CEMENTRATIO (W/C) NOT TO EXCEED 050, ANDA MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS. FOUNDA TIONAND FLOOR SLAB ELEMENTS = 3,000 PSI EXTERIOR SLAB -ON -GRADE ELEMENTS = 4,000 PSI ALL CONCRETE SHALL CONTAIN 5.0%(± 1.0%) ENTRAINED AIR AT THE POINT OF PLACEMENT AIR ENTRAINING AGENT SHALL BE SHOWN IN THE DESIGN MIX CONCRETE SHALL BE MIXED IN APPROVED TRANSIT MIXERS MAXIMUM ELAPSED TIME FROM THE TIME THAT WATER IS ADDED TO THE MIX UNTIL THE CONCRETE IS DEPOSITED IN THE WORK SHALL NOT EXCEED 90 MINUTES ONLY THOSE ADMIXTURES SPECIFIED IN THE CONTRACTORS MIX DESIGN SUBMITTAL SHALL BE USED. CONCRETE SHALL BE MIXED FOR NOT LESS THAN 70 NOR MORE THAN 100 REVOLUTIONS AT MIXING SPEED PRIOR TO PLACEMENT. NOM MAX SLUMP SHALL NOT EXCEED 4" 5 ENGINEER'S PRIOR APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS 6. UNLESS OTHERWISE NOTED, THE MINIMUM CLEAR DISTANCE BETWEEN THE FACE OFCONCRETEAND THE OUTSIDE OF THE REINFORCING BARS SHALL BE 1" 7 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BELOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND THE LOCATION MUSTBEAPPROVED BY THE ENGINEER 8. BEFORE ANY CONCRETE IS PLACED, APPLICABLE DRAWINGS SHALL BE CHECKED TO DETERMINE THAT ANCHOR BOLTS, EMBEDDED STEEL, PIPING, CONDUITS, GROUNDING WIRES, OPENINGS, ETC ARE PROPERL YPLACED. 9. FOUNDATION WALLS SHALL BEADEQUATELY BRACED LATERALL YPRIOR TO AND DURING BACKFILL AGAINST FOUNDATION WALLS 10 FOR CATHODIC PROTECTION, ALL UNDERGROUND CONCRETE WITH EMBEDDED PIPING OR INSERTS WHICH ARE A PART OF THE PIPING SHALL HAVE MIN/MUM OF 1-1/2" CLEARANCE BETWEEN REBARS AND SUCH INSERTS. ANCHOR BOLTS SHALL BE SET WITH TEMPLATES 11. ANCHOR BOLT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307ORASTM A36. MATERIAL FOR ANCHOR BOLTS SHALL BEAS INDICATED ONA PARTICULAR DRAWING. IF NO MATERIAL IS SPECIFIED ASTM A-307 SHALL BE USED. ANCHOR BOL TSAND OTHER PROJECTING EMBEDMENTS SHALL BE SET WITH TEMPLATES OR OTHER APPROVED METHODS TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. 12 WELDING OF REINFORCING, PIPE SLEEVES, ETC. TO ANCHOR BOLTS WILL NOT BE PERMITTED UNLESS OUTLINED ELSEWHERE IN THESE NOTES 13. ALL EXPOSED UNFORMED CONCRETE SURFACES SHALL BE OF UNIFORM FINISH AND COLOR. ALL FORMED SURFACES SHALL HAVE DEFECTS AND BLEMISHES PATCHED AND REPAIRED INA WORKMANLIKEMANNER 14. WELDED PLAIN WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TOASTMA 185 15 WHEREALL OWED ON THE PLANS SLABS ON GRADE (SOG) MAYBE REINFORCED WITH SYNTHETIC FIBER ADDITIVE CONTAINING MINIMUM OF 1.5 LBS OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS PER CUBIC YARD OF CONCRETE AND THOROUGHL YMIXED INACCORDANCE WITH THE MANUFACTURERS DIRECTIONS 16. SPLICES IN REINFORCING STEEL SHALL BEINACCORDANCE WITH DETAILS SHOWN ON THE DRAWINGS OR INACCORDANCE WITH THE ACI DETAILING MANUAL (LATEST ED). LOCATION OF SPLICES NOT SHOWN ON THE DRAWING SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER MINIMUMLAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BEINACCORDANCE WITH ACI SP -66 ACI DETAILING MANUAL LA TEST EDITION UNLESS OTHERWISE SHOWN ON THE DESIGN DRAWINGS 17 FOUNDATION INSULATION DRAIN SYSTEM, AND VENTILATIONSHALL BEAS DESIGNED BYOTHERS 18. NO SUBSURFACE SOILS DATA WAS AVAILABLE ALL EARTHWORK, GRADING, COMPACTION, DRAINAGE, FOUNDATION DRAIN, AND BACKFILL SHALL BE SPECIFIED BYOTHERS FOOTINGS HAVE BEEN SIZED FORANASSUMED MINIMUM ALLOWABLE BEARING PRESSURE OF 1,500 PSF BEARING ON STABLE UNDISTURBED SOILS MINIMUM FROST PROTECTION COVER FOR ALL EXTERIOR FOOTINGS /S 36 INCHES OWNER/BUILDER SHALL VERIFY THE ASSUMED BEARING SOILS DATA PRIOR TO CONSTRUCTION. WESTAR, INC. WILL NOTACCEPTANY LIABILITY OR RESPONS/BILITYFOR THE SUITABILITY OF THE BEARING SOILS CML • STRUCTUR4L • ENGINEERS RIFLE, COLORADO 970-625-2774 A.S. C.E. NS.P.E CC.SC. DRAWING ISSUE STATUS FOR APPROVAL NOT FOR CONSTRUCTION DATE: 17 JULY 2017 WOOD FRAMING NOTES 1. ALL WORK WITH MANUFACTURED AND SAWN DIMENSIONAL LUMBER SHALL CONFORM TO A.1TC. AND N. D. S. LATEST EDITIONS NON-BEARING WALL STUDS, EXCEPT LAM. STUDS MAYBE HEM -FIR #2 UNLESS OTHERWISE NOTED ON THE DRAWINGS BEARING WALLS, SAWN TIMBERS, POSTS, LAM STUDS, JOISTS AND RAFTERS 3 1/2"AND LARGER SHALL BE HEM -FIR #1 U.N.O.. BEARING WALLS SHALL BE2x6AT 16"o/c WITH DBBL. TOP PLATEU.N.O.. DOUBLE TRIMMERS SHALL BE INS TALLEDA TALL STRUCTURAL HEADERS MINIMUM NAILING SHALL BE IN ACCORDANCE WITH NDS TABLES ALL EXPOSED FRAMING AND WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE ELEMENTS SHALL BE TREATED PER NDS, OR PROTECTED WITHA MOISTURE BARRIER. WOOD TREATMENT METHOD SHALL BE COMPATIBLE WITH THE ANCHOR SYSTEM USED WITH THE TREATED WOOD MEMBERS CONNECTORS SHALL BE GAL VANIZEDAT TREATED MEMBERS 2 INSTALLATION OF ALL FRAMING AND CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARDS (NDS) LATEST ED/TION INSTALL SHIMS AND EDGE CLIPS AS REQUIRED. ALL PLATE CONNECTORS SHALL BEAS MANUFACTURED BYSIMPSON STRONG TIE COMPANY OR APPROVED EQUAL FOR ALL JOISTS, RAFTERS, TRUSSES, BEAMS, AND COLUMNS FOR APPROPRIATE SIZE AND STYLE PLATE CONNECTORS SHALL BE INSTALLED WITH NAIL SIZE AND NUMBER FOR MAXIMUM FORCE 3. NOTCHING OR CUTTING OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS SPECIF/CALL YSHOWNAND DETAILED ON THE DRAWINGS 4. MANUFACTURED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS ALL BEARING LENGTHS, BLOCKING HANGERS, CONNECTORS, NAILING, STIFFENERS, ETC SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER. 5 BEAM DEFLECTION SHALL BE LIMITED TO L/360 UNLESS OTHERWISE NOTED ON THE DESIGN DRAWINGS TJ/DEFLECTION TO BE LIMITED TO L/480 6. MIL T/ -PL YL VL BEAMS SHALL BE CONNECTED TOGETHER IN SUCH MANNER THAT A COMPOSITE BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS AND INSTRUCTIONS SHALL BE FOLLOWED. COMPOSITEL VL BEAMS TO BE2.0EMINIMUM. ALL LVL BEAMS SHALL BE 1.75"x DEPTH SHOWN 7 PROVIDE SOLID BLOCKING, INCLUDING WEB STIFFENERS AT TJ//s, BETWEEN ALL JOISTS AND RAFTERS AT BEARING POINTS PROVIDE RIM JOISTS OF EQUAL DEPTH AT THE PERIMETER OF ALL JOIST/RAFTER FRAMING TO INCLUDE OPENINGS 8. ALL CONNECTIONS REQUIRING LEAD HOLES, PILOT HOLES, SCREWS, LAG SCREWS, ETC, SHALL CONFORM TO NOS COUNTERSINKING /S NOT PERMITTED WITHOUT APPROVAL. NOTCHING OF STRUCTURAL WOOD MEMBERS SHALL CONFORM TO NDS STANDARDS 9. PROVIDE SUFFICIENT WIDTH OF SAWN POSTS OR LAMINATED STUDS FOR AT LEAST 3"MINIMUM BEARING ATALL BEAMS AND AT BEAM SPLICES U.N.O.. ALL MUL TI-PLY(LAM.) STUD POSTS SHALL BENAIL/GLUE LAMINATED. POSTS EXTENDING THROUGH FLOORS SHALL BE SOLID BL OCKEDAT EACHFLOOR ALL LVL's SHALL BE 1.75" WIDE U.N. 0.. MILTI-PLY20ELVL's OR SAWN LUMBER 2" MIN. EDGE DISTANCE TYP. 12d-(3 1/4'9 NAILS AT 12" o/c (2) ROWS UP TO 11.25" (3) ROWS 14" AND DEEPER L VL 's. USE (2) ROWS 1/2"BOL TSAT 12"o/c WHEN CONNECTING (4) PL YL VL's. OR SAWNIFFACE- LOADED. MUL TI -PL YBEAM LAMINATION DETAIL N.T.S. INSURE MINIMUM BEARING LENGTHS REFER TO MANUFACTURERS DIRECTIONS BEARING WALL HEADERS NOT LABELED SHALL BEAS FOLLOWS U.N.O. MAXIMUM SPANS. 2' SPAN: (2)55" LVL OR (2) 2x8 4' SPAN: (2)725" LVL OR (2) 2x10 6' SPAN: (2) 9.25" LVL 8' SPAN: (2) 11.875" LVL 10' SPAN: (3)11.875" LVL SINGLE TRIMMERS UP TO4'SPAN. DOUBLE TRIMMERS AT OTHERS PROVIDE SOLID BL OCKSAT24" o/c AT SPACED HEADERS 2x6 CONT HEADER MEMBERS SOLID BLOCKS RED BARN GUEST RANCE 345 MIDVALE LANE SECOND FLOOR AND PARTIAL ROOF FRAMING PLAN AND DETAILS GARFIELD COUNTY, COLORADO DRAWN: ACAD2017 06/17 CHECKED: SAK APPROVED: SCALE. 1 /4" = 1'-0" CAD FILENAME: PROJECT NUMBER: S1.1 B