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Home My WebLink AboutPlans (2)RIDGE BEAM. 5EE STRUCT. +T. FASCIA V.I.F. MATCH EXISTING COAT HOOKS PER INTERIOR DESIGNER STONE VENEER 2x6 0 16" 0.G. EXTERIOR WALLS (R20 MINIMUM INSULATION) MINIMUM 4 -MIL VAPOR BARRIER REQUIRED ON INTERIOR FACE OF CAVITY INSULATION WALLS BUILT-IN STORAGE PER INTERIOR DESIGNER ofr CLOSED CELL SPRAY -IN FOAM INSULATION (R3S MINIMUM) 2x RAFTERS. SEE STRUCT. FOR DEPTH AND SPACING. 12 12 0 0 GRADE BEAM. REFER TO STRUCTURAL. 11=11=111=1_0_ 0 0 0 0 FLOOR JOISTS. REFER TO STRUCTURAL. WOOD BEAM. SEE STRUCT. METAL ROOFING SYSTEM CLOSED CELL SPRAY -IN FOAM IN5ULATIQ t (It98 MINS 12 HALL AAY BE -(O 2x RAFTERS. SEE STRUCT. FOR DEPTH AND SPACING. ROOF SHEATHING. REFER TO STRUCTURAL. WOOD SIDING TO MATCH EXISTING CLOSED INSULATI 12 1 4.'15 Y -IN FOAM INIMUM) 2x RAFTERS. SEE STRUCT. FOR DEPTH AND SPACING. P o Vl Jet/II-eel-,15 1--ew s rev Zoog Lam, g, 8o6• -J T. FASCIA IS) V.I.F. MATCH EXISTING OVtIER TO COORDINATE WITH BUILDER REGARDING FASCIA, SOFFIT, FLASHING AND STONE TERMINATION DETAILS WALL SHEATHING. REFER TO STRUCTURAL. STONE VENEER A 16' O.G. EXTERIOR WALLS (R20 ' INIMUM INSULATION) TILE LINED WOOD STORAGE I I I GRAWLSfi AGE 1 1-6 7 MINIMUM 4 -MIL VAPOR BARRIER REQUIRED ON INTERIOR FACE OF CAVITY INSULATION WALLS 5/6" GYP -BOARD HOUSE WRAP AIR SPACE WITH DRAINAGE MAT FULL HEIGHT OF MASONRY WALL PROVIDE WEEP HOLES ABOVE GRADE A 2'-0" 0.G. I I I CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED PER IRC NI102.2.9 BUILDING SECTION - ENTRY SCALE: 3/4" ■ 11-0 on 22" x 34' SCALE: 3/6' : I'-0 on II" x IT" • e• T. PLYWOOD 100'-0" TO MATCH EXISTING RIGPOLYSTYRENE (CLOSED CELL) (RI • INIMUM) OVER DAMPPROOFING GRADE BEAM. REFER TO STRUCTURAL. = UNVENTED GRAWLSPAGE • 4 PER IRC R406 • e/ealird fen -14 /11 APAZOvt/ /5 ,t li/ted n't Ae frovetizion . e/ec4/c,/ /4' 4,4/ 4,-te��/ /5 /efi-- WEE: CONTRACTOR TO PROVIDE ALL WATERPROOFING, DRAINAGE AND FLASHING AS REQUIRED. Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas. 5,K. PEIGHTAL ENGINEERS PROVIDES THE A -SERIES SHEETS INA DRAFTING ROLE ONLY, AT THE OWNER'S DIRECTION, A -SERIES DOCUMENTS INDICATE DESIGN BY THE OWNER S.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERROR5, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. SKPE S K PEIGHTAL ENGINEERS 204 PARK AVENUE UNIT IC BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 245 GARFIELD COUNTY, CO ISSUE: 08/28/12 PERMIT JOB* 12023 SHEET: A3.1 io L — J T I®I L — J I■ H. n T i® L — J T L — J 101 L — J r J ry� 1 L_ 2- 2x6 COLUMN W/ DMZ HOLDOWN *5 x 30" DOWELS • 16° 0.G. DRILL AND EPDXY 5" INTO EXISTING CONCRETE. PROVIDE GRAWLSPAGE ACCESS PER IRC R408.4. SAW -CUT EXISTING WALL. NO IMPACT FLOOR FRAMING 51ZED FOR NO STONE OR CONCRETE TOPPINGS. T. LEDGE qq'-0" CRAWL SPACE t- _ I (E) BEAM LINE I -T-- BASEMENT BUILDER TO VERIFY EXISTING MEMBER SIZES AND INTERMEDIATE SUPPORT THIS LINE 7. (E) PL"W000 00'-0 ext lUe b ti es. f* -' \ T. LEDGE CN' -O° 15-6" Q r4 i FOUNDATION AND MAIN FLOOR FRAMING FLAN 2- 2x6 COLUMN W/ 71722 HOEDOWN *5 x 30" DDYe.S • 16" 0.G. DRILL AND EPDXY 5" INTO EXISTING CONCRETE. T. LEDGE q6'-0" 70/-Z 8/Z - SCALE: 1/4' ■ I'-0 on 22" x 34" SCALE: I/8' = I'-0 on 11" x 11" FOUNDATION PLAN NOTES I. TW INDICATES TOP OF GONG. WALL ELEVATION 2, TF INDICATES TOP OF CONC. FOOTING ELEVATION 5. TL INDICATES TOP OF CONC. LEDGE ELEVATION 4. INDICATES TOP OF FOOTING ELEVATION STEP 5. N INDICATES TOP OF GONG. WALL ELEV. STEP 6. R` INDICATES SURFACE PLANE STEP IN ELEV. INDICATES COLUMN ABOVE. 2- 2x6 TYP. U.N.D. COLUMNS SIZED AT LOWEST POINT, AND REMAINTHAT SIZE FOR EACH LEVEL UNLESS CHANGED BY NOTE. 8. INDICATES PAD FOOTING. SEE PAD FOOTING SCHEDULE THIS JFICL7. INDICATE -5 BUILDING ELEVATION 10. [XXX' -XX"] INDICATE -5 TOP OF BEAM ELEVATION II. INDICATES JOIST BEARING 12. INDICATE -5 JOIST HANGING 15. — — INDICATE -5 4" 9 PVC FOUNDATION DRAIN, SET IN 6RAEL AS ON ARG. DRAWINGS 14. ALL CONCRETE WALLS ARE 10° THICK, U.N.D. 15. VENT CRAWLSPAGE AREAS PER UBC SEC. 2516. (0). 6. PROVIDE BLOGKOUTS IN FOUNDATION WALLS A5 REQUIRED. SEE GENERAL NOTES FOR REINFORCING. 16, DO NOT SCALE DRAYVINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. E SKP'E S K PEIGHTAL ENGINEERS 204 PARK AVENUE UNIT IC BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 —rti TW qq'-q 3/4" TW qq'-q 3/4° I 4 1 1 1 1 BW qb'-0" • BW q6' -O" 11 1L 7 7 _E, J0E34* 12025 SHEET: s1.1 PLYWOOD mF. U.N.O. -3 +T. ot 1001-0" MATCH EXISTING ■ ry.6% ® T3/4° b'-O qb'-00" tr �TF ■ �■ ■ A ■ ■ -' \ T. LEDGE CN' -O° 15-6" Q r4 i FOUNDATION AND MAIN FLOOR FRAMING FLAN 2- 2x6 COLUMN W/ 71722 HOEDOWN *5 x 30" DDYe.S • 16" 0.G. DRILL AND EPDXY 5" INTO EXISTING CONCRETE. T. LEDGE q6'-0" 70/-Z 8/Z - SCALE: 1/4' ■ I'-0 on 22" x 34" SCALE: I/8' = I'-0 on 11" x 11" FOUNDATION PLAN NOTES I. TW INDICATES TOP OF GONG. WALL ELEVATION 2, TF INDICATES TOP OF CONC. FOOTING ELEVATION 5. TL INDICATES TOP OF CONC. LEDGE ELEVATION 4. INDICATES TOP OF FOOTING ELEVATION STEP 5. N INDICATES TOP OF GONG. WALL ELEV. STEP 6. R` INDICATES SURFACE PLANE STEP IN ELEV. INDICATES COLUMN ABOVE. 2- 2x6 TYP. U.N.D. COLUMNS SIZED AT LOWEST POINT, AND REMAINTHAT SIZE FOR EACH LEVEL UNLESS CHANGED BY NOTE. 8. INDICATES PAD FOOTING. SEE PAD FOOTING SCHEDULE THIS JFICL7. INDICATE -5 BUILDING ELEVATION 10. [XXX' -XX"] INDICATE -5 TOP OF BEAM ELEVATION II. INDICATES JOIST BEARING 12. INDICATE -5 JOIST HANGING 15. — — INDICATE -5 4" 9 PVC FOUNDATION DRAIN, SET IN 6RAEL AS ON ARG. DRAWINGS 14. ALL CONCRETE WALLS ARE 10° THICK, U.N.D. 15. VENT CRAWLSPAGE AREAS PER UBC SEC. 2516. (0). 6. PROVIDE BLOGKOUTS IN FOUNDATION WALLS A5 REQUIRED. SEE GENERAL NOTES FOR REINFORCING. 16, DO NOT SCALE DRAYVINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. E ti. BASEMENT 1 LINTEL L 4x4x5/8 WITH I/2"4, x 5" TITEN HD SCREW ANCHORS it 24" 0.C. TYPICAL A5 INDICATED. LINTEL SIZED TO SUPPORT MAXIMUM 6" THICK STONE VENEER WITH HEIGHT NOT TO EXCEED 3'-0". PROTECT ALL STEEL BELOW GRADE WITH ASPHALTIC PAINT. /Cfy%Ode/ , eey v,dte /d,&oL//. e,27/11Pe7 • e146,/ t 9%,„7 4y ct/.t/ /s peuirec1 �1/ Wim' e e/t--177/c,/ yi'rv,s/ /5 „geied/%-C407,4 cornis,4 //,Avec/#Yl dpekt 14612 soils Reps"! g quived 4-7- Foofen9 14517€(.47un ° z00017SA NQM: SEE ARCH. FOR ALL DIMENSIONS 4 ELEVATIONS NOT INDICATED.. ALL HALF -TONE MEMBERS INDICATED A5 (E) ARE EXISTING AND ASSUMED. BUILDER TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY DIFFERENCES FROM THAT INDICATED. 5.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. TS ESE DRAWINGS ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. SKP'E S K PEIGHTAL ENGINEERS 204 PARK AVENUE UNIT IC BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO 1 1 1 I 4 1 1 1 1 �1 11 11 1L 7 7 _E, J0E34* 12025 SHEET: ti. BASEMENT 1 LINTEL L 4x4x5/8 WITH I/2"4, x 5" TITEN HD SCREW ANCHORS it 24" 0.C. TYPICAL A5 INDICATED. LINTEL SIZED TO SUPPORT MAXIMUM 6" THICK STONE VENEER WITH HEIGHT NOT TO EXCEED 3'-0". PROTECT ALL STEEL BELOW GRADE WITH ASPHALTIC PAINT. /Cfy%Ode/ , eey v,dte /d,&oL//. e,27/11Pe7 • e146,/ t 9%,„7 4y ct/.t/ /s peuirec1 �1/ Wim' e e/t--177/c,/ yi'rv,s/ /5 „geied/%-C407,4 cornis,4 //,Avec/#Yl dpekt 14612 soils Reps"! g quived 4-7- Foofen9 14517€(.47un ° z00017SA NQM: SEE ARCH. FOR ALL DIMENSIONS 4 ELEVATIONS NOT INDICATED.. ALL HALF -TONE MEMBERS INDICATED A5 (E) ARE EXISTING AND ASSUMED. BUILDER TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY DIFFERENCES FROM THAT INDICATED. 5.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. TS ESE DRAWINGS ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. SKP'E S K PEIGHTAL ENGINEERS 204 PARK AVENUE UNIT IC BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO ISSUE: OS/01/12 PROGRESS 08/28/12 PERMIT J0E34* 12025 SHEET: s1.1 EDE rTh X GUEST BAS GUEST BEDROOM 05 1 0 r MSTA 16 VERTICAL SLOPED VL TO COLUMN eilea/Ne' saYt 551 ( PERFORATED SHEAR 6'-0" IPERFORATED SHEAR WALL ci 0 a 0 T 4 1f. -IF'. OVERFRAMIN6 PER 04 DETAIL 4/55.1. TYPICAL A5 INDICATED. 3- i I/4" VL • 2- 2x6 I K. POST 2 NEW ENTRY FOYEF 101 v W MSTA IS VERTICAL SLOPED VL TO COLUMN See 4;#Het1/rn'rs 3- 2x6 K. POST 3 X41 C% ROOF FRAMING FLAN SCALE: I/4" = I'-0 on 22" x 34" SCALE: VS" = 1'-0 on 11" x 11" LOOSE LINTEL L 6x4x1/4 TYPICAL AS INDICATED. BEAR BOTH ENDS 3" MIN. ON MASONRY BELOW. ma gm. gm - S3. % 5` i RAFTER ALLOWABLE SPAN RAFTER SPAN 2x12 $ 24" O.G. L max = 13'-0" 2x10 a 24" O.G. L max = 11'-D" 2x8 a 24" 0.G. L max = q' -D" ROOF FRAMING PLAN NOTES I. ❑ OR 0 INDICATES COLUMN BELOW 2. INDICATES RAFTER BEARING 3. E INDICATES RAFTER HAN6IN6 INDICATES MOMENT CONNECTION 5. INDICATES ROOF PITCH BREAK b. INDICATES 1/2" PLYWOOD SHEAR PANELS FOR EXTENT INDICATED. PROVIDE NAILING A5 NOTED IN GENERAL NOTES. 7. [XXX' -XX ] INDICATES TOP OF BEAM ELEVATION 8. H VT wu i INDICATE -5 OVERFRAMING SHEAR [X' -XX"] q. ALL COLUMNS SHALL BE 2- 2x6 UNLESS NOTED OTHERWISE 10. ALL HEADERS UNLESS NOTED OTHERWISE SHALL BE 5- 2x10 OR 2-ct I/2" VL WITH 2" RIGID INSULATION. COORDINATE WITH ARCHITECT. NO INSULATION AT INTERIOR WALLS. II. ALL SLOPED ROOF SHEATHING TO BE 5/8" GDX PLYWOOD WITH NAILING A5 NOTED IN GENERAL NOTES. 12. ALL LEVEL ROOF SHEATHING TO BE 3/4" GDX PLYWOOD WITH NAILING AS NOTED IN GENERAL NOTES. 13. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. NOTE. SEE ARCH. FOR ALL DIMENSIONS 4 ELEVATIONS NOT INDICATED.. NOTE: ALL HALF -TONE MEMBERS INDICATED AS (E) ARE EXISTING AND ASSUMED. BUILDER TO FIELD VERIFY AND NOTIFY ENGINEER OF ANY DIFFERENCES FROM THAT INDICATED. S.K. PEI&HTAL ENGINEERS WAIVES ANY AND ALL. RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEI&HTAL ENGINEERS WITH RESPECT TO ANY ERROR5, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. THESE DRAWINGS ARE TO BE USED WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR. CLARIFICATION. S K. P =E S K PEIGHTAL ENGINEERS 204 PARK AVENUE UNIT IC BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO ISSUE: 0S/07/12 PROGRESS 0S/28/12 PERMIT JOS* 12023 SHEET: S2.2 ti NI\ 7st 4 .1/4 6 • NA\ t EXISTING STRUCTURE 6,, sit "1/4. „1/2. 3 s r 1/4 ■ tt POND a u rig 6t6 o EXISTING RESIDENCE EXISTING STRUCTURE r ,n gee 1i EXISTING GARAGE 11 4 • ye w iidimpearrir 'as GREEK SITE PLAN SCALE: Ift a 60'-0" on 22° x 94" SCALE: I° a 120'-0" on 11' x 11" 1 4 • PROPERTY LINE i 5.K. PEIGHTAL ENGINEERS PROVIDES THE A -SERIES SHEETS IN A DRAFTING ROLE ONLY, AT THE OMER'S DIRECTION. A -SERIES DOCUMENTS INDICATE DESIGN BY THE OMER. 5,K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARSE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERROR5, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. S'KPE S K PEIGHTAL ENGINEERS 298 PARK AVENUE #301 BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO ISSUE: 08/28/12 PERMIT JOB* 12023 SHEET• A0.1 OPEN TO BELOW OPEN TO BELOW I oILS laid/lc/opt/5 c L _ .3.S per to r GC '► uirecMBwTI'j Sec P/ter /4f//1dotopi/ #32 C o. A/,'kn izur/c m6nA /44 eI/s7'/ty a'2eMJ1 p s . X NEW GUEST BATHROOM NEW PANTRY 06 GUEST BEDROOM 05_. 1 STONE VENEER HALLWAY I NEW ENTR1� FOYER I Dt l l WOOD STORAGE HD ngE E1 NOE: NEW KITCHEN LAYOUT PER INTERIOR DESIGNER KITCHEN 4 STONE VENEER U 42 PROPOSED MAIN FLOOR PLAN SCALE: 1/4" = I'-0 on 22" x 54" SCALE! I/8' = I'-0 on II' x 11" NEW WI EXISTING WALL TO REMAIN NEW WALL VERIFY ALL NEW WINDOW SIZES, SILL WEIGHTS AND OPERATION WITH INTERIOR DESIGNER. NEE: OWNER TO COORDINATE WITH BUILDER TO DETERMINE SPECIFIC FIXTURES, FINISH MATERIALS, DOORS AND WINDOWS. S.K. PEISHTAL ENGINEERS PROVIDES THE A -SERIES SHEETS IN A DRAFTING ROLE ONLY, AT THE OWNERS DIRECTION. A -SERIES DOCUMENTS INDICATE DESIGN BY THE OWNER. 5K PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEIGHTAL ENGINEERS WITH RESPECT TO AM' ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. SKP'E S K PEIGHTAL ENGINEERS 298 PARK AVENUE #301 BASALT, COLORADO 81621 PHONE: (970) 9274510 OLSON ADDITION 5648 COUNTY ROAD 245 GARFIELD COUNTY, CO ISSUE: 08/28/12 PERMIT JOE3# 12023 SHEET: A1.1P L STANDING SEAM METAL ROOFING TO MATCH EXISTING GUTTER AND D• - • BY OTHERS. TYPICAL A5 I GATED. VERIFY TO DISCHARGE MI , 101-0' AWAY FROM BUILDING PER SOILS ENGINEER. 1212 1212 N r - I I H { 4.75,12 4 PROPOSED ROOF PLAN SCALE: I/4° = I'-0 on 22" x 34' SCALE: I/' = Ib on 111 x 11° 1 1- GUTTER AND DOWNSPOUT BY OTHERS. TYPICAL AS INDICATED. VERIFY TO DISCHARGE MIN. 101-0' AWAY FROM BUILDING PER SOILS ENGINEER FACE OF WALL BELOW i 5,K. PEIGHTAL ENGINEERS PROVIDES THE A -SERIES SHEETS IN A DRAFTING ROLE ONLY, AT THE OWNER'S DIRECTION. A -SERIES DOCUMENTS INDICATE DESIGN BY THE OWNER. 5.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF 5.K. PEIGHTAL EN611kEER5 WITH RESPECT TO ANY ERROR5, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. S'K'P'E S K PEIGHTAL ENGINEERS 298 PARK AVENUE #301 BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO ISSUE: 08/28/12 PERMIT ,1084* 12025 SHEET: A1.2P -PWOOD 100T. ' 0LY" I T I I I 1 1 I I I I I I I III II [II I I I I I 1 7I I SKPE 1 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO I I 08/28/12 PERMIT I ) 1r )1 )1 II II III IIIIIII I I I 1 I I 1 I 1 I I 1 I 1 I 1 I I i 1 EXISTING SOUTH ELEVATION SCALE: 1/4" = I'-0 on 22" x 54" SCALE: I/8" = I'-0 on II" x 11" EMI MATCH EXISTING EXISTING 'D' L06 WALL STONE VENEER. GAP FLASHING BY OTHERS. 12 12 2 lb T' 40 A /, j dit = j\I Of // ate. /a•' =a� 12 12 4.15 ott �•9• a is°� n / RIDGE LOCATED TO ALLOW NEW RIDGE BEAM TO BEAR ON EXISTING BEARING WALL AT GRID 'C'. ADJUST ROOF SLOPE AS REQUIRED TO MEET RIDGE AND FASCIA ELEVATIONS. FASCIA ELEVATION VLF. TO MATCH EXISTING )I 1) u ) STONE VENEER FROFQSED SOUTH ELEVATION SCALE: I/4" = 11-0 on 22° x 34" SCALE: I/8" = I'-0 or 11" x 11" STONE VENEER. GAP FLASHING BY OTHERS. EXISTING WOOD SIDING S.K. PEIGHTAL ENGINEERS PROVIDES THE A -SERIES SHEETS IN A DRAFTING ROLE ONLY, AT THE OWNER'S DIRECTION. A -SERIES DOCUMENTS INDICATE DESIGN EY THE OWNER, S.K. PEIGHTAL ENGINEERS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF S.K. PEIGHTAL ENGINEERS WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. SKPE S K PEIGHTAL ENGINEERS 298 PARK AVENUE #301 BASALT, COLORADO 81621 PHONE: (970) 927-9510 OLSON ADDITION 5648 COUNTY ROAD 243 GARFIELD COUNTY, CO ISSUE: 08/28/12 PERMIT JQS 12023 SHEET A2.2