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Home My WebLink Aboutpitkin.bldg.246315400010 (2014)ABBREVIATIONS + [�l RIGID A.F.P. ABOVE FINISHED FLOOR LAV. LAVATORY ADJ, ADJACENT L.H. LEFT HAND AGG. AGGREGATE L. LENGTH AIC AIR CONDITIONING LIN. LINEN ALT ALTERNATE L.P. LOW POINT ALUM. ALUMINUM A.B. ANCHOR BOLT MH. MANHOLE ANOD. ANODIZED MFR. MANUFACTURE(R) APPROX. APPROXIMATE MAS. MASONRY ARCH. ARCHITECT(URAL) M.O. MASONRYOPENING A.D. AREA DRAIN MATL. MATERIAL(S) ASPH. ASPHALT MAX. MAXIMUM EARTHWORK: MECH. MECHANIC BSMT. BASEMENT MEMS. MEM13RANeL) BM. BEAM MET. METAL BRG. BEARING MIN,(') MINIMUM, MINUTE B.PL. BEARING PLATE, BASE PLATE MISC. MISCELLANEOUS B.M. BENCH MARK MLU MODERN LIVING UNIT (DESK) BVL. BEVELED MTD' MOUNTED BLKG. BLOCKING BD. BOARD N.R.C. NOISE REDUCTION COEFFICIENT B.O. BOTTOM OF NOM, NOMINAL B.O.0 BOTTOM OF CURB N. NORTH BLDG. BUILDING N.I.C. NOT IN CONTRACT N. TS. NOT TO SCALE CAB. CABINET NO. OR # NUMBER CPT, CARPET(ED) C.B. CATCH BASIN O.C. ON CENTER(S) C.L. CENTER LINE OM OPENING CLG. CEILING OPP, OPPOSITE CLG.HT. CEILING HEIGHT O.D. OUTSIDE DIAMETER C.T. CERAMIC TILE O.A. OVERALL CLR. CLEARANCE) CLO. CLOSET PTD. PAINTED} T COL. COLUMN PNL. PANE CONC. CONCRETE (CAST -IN-PLACE) PTN. PARTITION C.M.U. CONCRETE MASONRY UNIT PVMT. PAVEMENT CONST.JT CONSTRUCTION JOINT PERE PERFORATE(D) CONT. CONTINUOUS OR CONTINUE PLAS. PLASTER C.JT CONTROL JOINT RLAM. PLASTIC LAMINATE CORR. CORRIDOR PL. PLATE PL.GL. PLATE GLASS D. DEEP, DEPTH PWD. PL YWOOD DD DECK DRAIN PT. POINT DET DETAIL P.T. PRESSURE TREATED DIAD. DIAGONAL PVC. POLYVINYL CHLORIDE DIA. DIAMETER P.C.F. POUNDS PER CUBIC FOOT DIM. DIMENSION P.L.F. POUNDS PER LINEAL FOOT DR. DOOR RS.F. POUNDS PER SQUARE FOOT DWR. DRAWER P.S.I. POUNDS PER SQUARE INCH DWG, DRAWING P.L. PROPERTYLINE E. EAST RECIP. RECEPTACLE ELEC. ELECTRICAL) REF. REFER E NCE�EL. ELEVATION REFR. REFRIGERATOR ELEV. ELEVATOR REG. REGISTER EQ. EQUAL REINF, REINFORCE(D), (ING) EQUIP. EQUIPMENT RESIL. RESILIENT EXH. EXHAUST RET, RETURN EXIST, EXISTING R.A. RETURNAIR EXP.JT EXPANSION JOINT REV. REVS'ON(S REVISED EXT. EXTERIOR R.H. RIGHT HM', R.O. Iff RIGHT OF WAY FGL. FIBERGLASS R. RISER FIN. FINISHED) R.D. ROOF DRAIN F.A. FIREALARM RM. ROOM F.E. FIRE EXTINGUISHER R.O. ROUGH OPENING FEC. FIRE EXTINGUISHER CABINET F.R.T FIRE RETARDANT TREATED SCH. SCHEDULE FLR. FLOOR(ING) SHT. SHEET F.D. FLOOR DRAIN Sim. SIMILAR FLUOR. FLUORESCENT S.C. SOLID CORE FT. FOOT S.T.C. SOUND TRANSMISSION CLASS FTG. FOOTING S. SOUTH FDN, FOUNDATION SPEC. SPECIFICATION SO. SQUARE GA GAGE, GAUGE S.$. STAINLESS STEEL GALV. GALVANIZED STD. STANDARD GL. GLASS, GLAZING STL' STEEL GL.BLK GLASS BLOCK STOR. STORAGE GR. GRADE, GRADING S.D. STORM DRAIN G.W.B. GYPSUM WALL BOARD STRUCT, STRUCTURAL HBD. HARDBOARD TEL, TELEPHONE HDW HARDWARE TV TELEVISION HDW0. HARDWOOD TEMP. TEMPERED HDR. HEADER THK. THICK NESS' HTG. HEATING THRES. THRESHOLD H.V.A.C. HEATINGNENTILATINGIAIR CONDITIONINONG TONGUE AND GROOVE HT. HEIGHT T.O.C. TOP OF CURB H. HIGH T.O.S. TOP OF SLAB H.P. HIGH POINT T. 0. S TL. TOP OF STEEL H.C. HOLLOW CORE T.O.W. TOP OF WALL H.M. HOLLOW METAL T. TREAD HORIZ HORIZONTAL TYR TYPICAL H.B. HOSE BIB H.W, HOT WATER V.B. VAPOR BARRIER HR. HOUR V.R. VAPOR RETARDER VERT VERTICAL LLC IMPACT INSOLATION CLASS V.G. VERTICAL GRAIN IN.(') INCH VEST. VESTIBULE INCL. INCLUDEZE (ITN% V.C.T. VINYL COMPOSITION TILE i. D. INSIDE DIAMETER INSUL. INSULATE(D), (ION) WC. WATER CLOSET INT INTERIOR INP. WATERPROOFING INV. INVERT WT. WEIGHT WWF. WELDED WIRE FABRIC JAN. JANITOR W, WEST, WIDE, WIDTH JT. JOINT W/ WITH WDW WINDOW K.O, KNOCK OUT WWM. WELDED WIRE MESH W/o WITHOUT LABEL WID WASHER DRYER M. LAMINATE(D) WD, WOOD MA TERIA L INDICATIONS MASONRY. INSULATION: BATTIBLANKET FIREBRICK LOOSE FILL CERAMIC TILE + [�l RIGID + 461.0' FACE BRICK — — 268 FINISH MATERIALS: REFERENCE DRAWING NUMBER BLOCKING - DISCONTINUOUS DETAIL FLOOR COVERING: CONCRETE: NEW CONTOURS ACOUSTIC TILE ELEVATION NOTED ON HIGH SIDE TEMPERED HARDBOARD TEST BORING CARPET LEVEL LINE A REVISION DEMO Permit Submission 11.713 FOR CONSTRUCTION CONCRETE BLOCK GLASS CAST -IN-PLACE and PRECAST CAULK and SEALANTS: SEALANT LIGHTWEIGHT wl BACKER ROD EARTHWORK: JOINT FILLER DISTURBED SETTING BEDS: SANDIMORTARI PLASTER rT Z -771 UNDISTURBED STONEIGRAVEL POROUS FILL METAL: PLASTERIBACKING BOARDS: SAND and CEMENT GROUT wl MTL. LATH ALUMINUM STEEL- LARGE SCALE GYPSUM WALL BOARD STEEL- SMALL SCALE GLASS MESH MORTAR BOARD WOOD: STONE: FINISH + [�l STONE VENEER + 461.0' ROUGH FRAMINGI BLKG.-CONTINUOUS — — 268 MARBLE REFERENCE DRAWING NUMBER BLOCKING - DISCONTINUOUS DETAIL FLOOR COVERING: PL YWOOD- LARGE SCALE NEW CONTOURS RESILIENT TILE FLOORING ELEVATION NOTED ON HIGH SIDE TEMPERED HARDBOARD TEST BORING CARPET LEVEL LINE GRAPHIC SYMBOLS + [�l NEW OR REQUIRED POINT ELEVATION + 461.0' EXISTING POINT ELEVATION (PLAN) — — 268 EXISTING CONTOURS REFERENCE DRAWING NUMBER ELEVATION NOTED ON HIGH SIDE DETAIL '000 0 NEW CONTOURS ELEVATION NOTED ON HIGH SIDE TB -1 TEST BORING DOOR NUMBER LEVEL LINE A REVISION DASH AND DOT LINE----\ — — — — —:4 — — DASH AND DOUBLE DOT L!L DOTTED L — — — — — — — — — — — - 4 — — — — — — BREA K L INDICATES SECTION NUMB .9 WINDOW TYPE INDICATES DRAWING SHEET COLUMN REFERENCE GRIDS ON WHICH SECTION IS SHOWN -- USU, 0, 1 1 h o (41 PROJECT DIRECTORY INDEX OF DRA WINGS A C)// y goly T 70 CLIENT: CONSULTANTS: A0.0 COVER SHEET GENERAL PROJECT REQUIREMENTS RICK HOLMSTROM (INDEX OF DRAWINGS, DIRECTORY, GENERAL NOTES, Project Address: STRUCTURAL ENGINEER: KEYNOTE LEGEND, LOCATION MAP) 636 North Thomas Road e., KA UP ENGINEERING Carbondale, CO 81623 JJ11 1129 Grand Avenue Glenwood Springs, CO 81601 AO. 1 DEMO COVER SHEET aaibku& ARCHITECT of RECORD: Phone: 970.945.9613 BLACK SHACK ARCHITECTS Fax: 970.945.9633 71 -vrorki, Post Office Box 1847 Dale Kaup C1 EXISTING SITE SURVEY Basalt, CO 81621 dale@kaupengineering.com 11"Emm Phone: 970.927.0635 A1.1 SITE PLAN I - 7-�E NUM -1 I T W EXPIRE 970.9270654 Fax. A 1.2 DEMO SITE PLAN DEINTSPECTI ON MECHANICAL ENGINEER: A 1.3 GRADING & DRAINAGE PLAN I P ED WITHIN Glenn Rappaport Rader Engineering, Inc. 40690 Highway 6, Suite El 6 MONTH PE� grappa Oblackshackoffice. net RIOD Greg Watts P.O.Box8610 A2.1 FIRST FLOOR PLAN Avon, CO 81620 A2.3 REFLECTED CEILING PLAN ASSOCIATE ARCHITECT.- Phone: 970.845.7910 A2.4 ROOF PLAN A4 Architects Bryan Houle, Principal A2.5 LIGHT AND ELECTRIC PLAN 100 North Third Street RADON M111GATION Suite 201 CIVIL ENGINEER: REQUIRM Carbondale, CO 81623 HP GEOTECH A3.1 EXTERIOR ELEVATIONS Appx F 2009 IR(,' Phone: 970.963.6760 5020 COUNTY ROAD 154 A3.2 EXTERIOR ELEVATIONS Fax: 970.963.6761 Glenwood Springs, CO 81601 Phone: 970.92 2889 'D A4.1 BUILDING SECTIONS Brad Zeigel Dan Harden, Engineer bzeigelga4arc.com LANDSCAPE ARCHITECT: A5.1 ARCHITECTURAL WALL SECTIONS RIEHQUIRE, GENERAL CONTRACTOR: Shannon Murphy - Landscape Architect CRYSTAL SPRINGS BUILDERS 231 Midland Avenue S1.1 FOUNDATION AND MAIN FLOOR FRAMING PLAN 1044 Main Street, Suite 206 S2.1 UPPER LEVEL AND LOW ROOF FRAMING PLAN Carbondale, CO 81623 Basalt, CO 81621 Phone: 970.963.4584 Phone: 970.927,2889 S2.2 ROOF FRAMING PLAN Shannon Murphy, Owner S3.1 DETAILS AND GENERAL NOTES Mike Cerise mike9csb1dr.net LIGHTING DESIGN: Brian Wells Aoenglow Lighting Design, Inc.�'(Wn (1� brian@csbldr.net 4341 County Road 113 PROJECT INFORMATION Carbondale, CO 81623 Phone: 970.948.2637 Aaron Humphrey, Owner Project: HOLMSTROM RESIDENCE reC0�0 0Cject Address: 636 North Thomas Road SURVEY:b -17 A 1ho Carbondale,, Colorado 81623 Iiistodcal drainage Patter"$ ALPINE SURVEYS 011 - must not be altered® 1101 Village Roads Lot Size: 4.159 Acres Carbondale, CO 81623 Phone: 970.925.2688 James Reser, L.S. 9184 Parcel Number: 2463-154-00-010 Lot Description: Night lighting check @ Cof 0 Thomas Creek Ranch PUD ILot as described below. (See No dogs allowed will be required - lights may Survey for further description). on need to be imine fear compliance during constructiot, with PCLUC 7-20-i4O° Legal Description: A track of land situated in Lots 11, 12 and 16, section 15, Township 8 South. Range 88 West of the 6th principal NO WORK 18 PERIAY-1 ith, CENTERLINES, FLOOR LINES IN meridian. Pitkin Go nry, Golorado. Lying eastemiy Of a OUTSIDE THE AppRO�JED EXTERIOR ELEVATIONS, PROJECTED LINES 25-fot roadway. (See Survey for further description). 8-UlL134ING EK'1V LiLOp PROPERTY LINES,BOU [WWI BUILDING SECTION i all' REFERENCE DRAWING NUMBER ,W - WALL SECTION OR ELEVATION 'Aa REFERENCE DRAWING NUMBER 9.04.13 DETAIL '000 REFERENCE DRAWING NUMBER F3027 9.9.13 ROOMISPA CE NUMBER (A2D DOOR NUMBER USU, 0, 1 1 h o (41 PROJECT DIRECTORY INDEX OF DRA WINGS A C)// y goly T 70 CLIENT: CONSULTANTS: A0.0 COVER SHEET GENERAL PROJECT REQUIREMENTS RICK HOLMSTROM (INDEX OF DRAWINGS, DIRECTORY, GENERAL NOTES, Project Address: STRUCTURAL ENGINEER: KEYNOTE LEGEND, LOCATION MAP) 636 North Thomas Road e., KA UP ENGINEERING Carbondale, CO 81623 JJ11 1129 Grand Avenue Glenwood Springs, CO 81601 AO. 1 DEMO COVER SHEET aaibku& ARCHITECT of RECORD: Phone: 970.945.9613 BLACK SHACK ARCHITECTS Fax: 970.945.9633 71 -vrorki, Post Office Box 1847 Dale Kaup C1 EXISTING SITE SURVEY Basalt, CO 81621 dale@kaupengineering.com 11"Emm Phone: 970.927.0635 A1.1 SITE PLAN I - 7-�E NUM -1 I T W EXPIRE 970.9270654 Fax. A 1.2 DEMO SITE PLAN DEINTSPECTI ON MECHANICAL ENGINEER: A 1.3 GRADING & DRAINAGE PLAN I P ED WITHIN Glenn Rappaport Rader Engineering, Inc. 40690 Highway 6, Suite El 6 MONTH PE� grappa Oblackshackoffice. net RIOD Greg Watts P.O.Box8610 A2.1 FIRST FLOOR PLAN Avon, CO 81620 A2.3 REFLECTED CEILING PLAN ASSOCIATE ARCHITECT.- Phone: 970.845.7910 A2.4 ROOF PLAN A4 Architects Bryan Houle, Principal A2.5 LIGHT AND ELECTRIC PLAN 100 North Third Street RADON M111GATION Suite 201 CIVIL ENGINEER: REQUIRM Carbondale, CO 81623 HP GEOTECH A3.1 EXTERIOR ELEVATIONS Appx F 2009 IR(,' Phone: 970.963.6760 5020 COUNTY ROAD 154 A3.2 EXTERIOR ELEVATIONS Fax: 970.963.6761 Glenwood Springs, CO 81601 Phone: 970.92 2889 'D A4.1 BUILDING SECTIONS Brad Zeigel Dan Harden, Engineer bzeigelga4arc.com LANDSCAPE ARCHITECT: A5.1 ARCHITECTURAL WALL SECTIONS RIEHQUIRE, GENERAL CONTRACTOR: Shannon Murphy - Landscape Architect CRYSTAL SPRINGS BUILDERS 231 Midland Avenue S1.1 FOUNDATION AND MAIN FLOOR FRAMING PLAN 1044 Main Street, Suite 206 S2.1 UPPER LEVEL AND LOW ROOF FRAMING PLAN Carbondale, CO 81623 Basalt, CO 81621 Phone: 970.963.4584 Phone: 970.927,2889 S2.2 ROOF FRAMING PLAN Shannon Murphy, Owner S3.1 DETAILS AND GENERAL NOTES Mike Cerise mike9csb1dr.net LIGHTING DESIGN: Brian Wells Aoenglow Lighting Design, Inc.�'(Wn (1� brian@csbldr.net 4341 County Road 113 PROJECT INFORMATION Carbondale, CO 81623 Phone: 970.948.2637 Aaron Humphrey, Owner Project: HOLMSTROM RESIDENCE reC0�0 0Cject Address: 636 North Thomas Road SURVEY:b -17 A 1ho Carbondale,, Colorado 81623 Iiistodcal drainage Patter"$ ALPINE SURVEYS 011 - must not be altered® 1101 Village Roads Lot Size: 4.159 Acres Carbondale, CO 81623 Phone: 970.925.2688 James Reser, L.S. 9184 Parcel Number: 2463-154-00-010 Lot Description: Night lighting check @ Cof 0 Thomas Creek Ranch PUD ILot as described below. (See No dogs allowed will be required - lights may Survey for further description). on need to be imine fear compliance during constructiot, with PCLUC 7-20-i4O° Legal Description: A track of land situated in Lots 11, 12 and 16, section 15, Township 8 South. Range 88 West of the 6th principal NO WORK 18 PERIAY-1 ith, CENTERLINES, FLOOR LINES IN meridian. Pitkin Go nry, Golorado. Lying eastemiy Of a OUTSIDE THE AppRO�JED EXTERIOR ELEVATIONS, PROJECTED LINES 25-fot roadway. (See Survey for further description). 8-UlL134ING EK'1V LiLOp PROPERTY LINES,BOU [WWI errrll INSTALL EROSION CONTROL Septic Permit #: #03071, 11120103 (See CBO Inc. AND ST ATE CONTROL OWTS Inspection Report, 10.4.13) DEVICES PRIOR TO ANY EARTHWORK TOTAL S.F. CALCULATION- 2,434 + 365 + 1,200 c 3,999 S.F. uaretaKer unit is allowed up to 7,UUU St.. Set backs: Front: 50' Side: 30' Rear: 30' Height Limit: 30 Stake Corners of Building Envelope and Ilk install stormwater cOntrol Device$ Prior to AnY Eaithwork Proposed Home: Residential Floor Area Calculation. ViCINITY MAP SITE L OCA TION MAP New House 0 2,434 s. f. = 2,434 s. f CODE BRIEFING Project: HOLMSTROM RESIDENCE Code: 2009 International Residential Code 2009 Intern. Energy Cons. Code 2009 1PC, IMC, 1FGC, IFC 2011 NEC Occupancy: R-3 Construction Type: V -B Sprinkler System: None Liquid Propane Gas: Yes Project Description: New Single Family Residence, single story, confinous exterior south facing porch, patios and garden walls, site restoration. Remodel of existing garage (no additional s. f.). A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com ima N III is RON I's 05mr R." 3 - .9m. ME 81623 i all' LA- ,W - 8.26.13 'Aa 9.04.13 SD FLOOR PLAN with GRADING '000 9.5.13 SD: Issued to Crystal Springs 9.9.13 SD: Issued to Owner 9.19. 13 )3 errrll INSTALL EROSION CONTROL Septic Permit #: #03071, 11120103 (See CBO Inc. AND ST ATE CONTROL OWTS Inspection Report, 10.4.13) DEVICES PRIOR TO ANY EARTHWORK TOTAL S.F. CALCULATION- 2,434 + 365 + 1,200 c 3,999 S.F. uaretaKer unit is allowed up to 7,UUU St.. Set backs: Front: 50' Side: 30' Rear: 30' Height Limit: 30 Stake Corners of Building Envelope and Ilk install stormwater cOntrol Device$ Prior to AnY Eaithwork Proposed Home: Residential Floor Area Calculation. ViCINITY MAP SITE L OCA TION MAP New House 0 2,434 s. f. = 2,434 s. f CODE BRIEFING Project: HOLMSTROM RESIDENCE Code: 2009 International Residential Code 2009 Intern. Energy Cons. Code 2009 1PC, IMC, 1FGC, IFC 2011 NEC Occupancy: R-3 Construction Type: V -B Sprinkler System: None Liquid Propane Gas: Yes Project Description: New Single Family Residence, single story, confinous exterior south facing porch, patios and garden walls, site restoration. Remodel of existing garage (no additional s. f.). A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com ima N III is RON I's 05mr R." 3 - .9m. ME 81623 Date Issued For 8.26.13 SD FLOOR PLAN WITH ANGLE 9.04.13 SD FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9.13 SD: Issued to Owner 9.19. 13 SID: Issued-to-Kaup Engineering 10.14.13 DEMO Permit Submission 11.713 FOR CONSTRUCTION IProject No: 1100 Drawn By: MEH Cover Sheet A0601 PROJECT INFORMA TION Project: HOLMSTROM RESIDEN 'C Project Address: 636 North Thomas Road Carbondale, Colorado 81621 Lot Size: 4.159 Acres Parcel Number: 2463-154-00-010 Lot Description: Thomas Creek Ranch PUD / Lot as described below. (See Survey for further description). Legal Description: A track of land situated in Lots 11, 12 and 16, section 15, Township 8 South. Range 88 West of the 6th principal meridian. Pitkin County, Colorado. Lying eastemly of a 25-fot roadway. (See Survey for further description). Well Permit #.- #64583 Septic Permit #.- #03071, 11120103 (See CBO Inc. OWTS Inspection Report, 10.4.13) Project Description: 1. Demolition of a 2,000 s.f. multi-level house. The existing 1,240 s.f. Garage to remain and be resided and heated. 2. A new 2,434 s.f. Private Residence with a 950 s.f covered deck. This single story home will have 3 bedrooms and 2 112 baths with a gererous south facing covered deck. Zone District: RS -30. This is a non -conforming "grand -fathered" parcel in an area where the norm is 30 acres. Allowed Uses and Areas: Floor Area Allowance: 5,750 s. f, (including basement and garage). Caretaker Unit is allowed up to 1,000 s.f . Set backs: Front. 50' Side: 30' Rear: 30' Height Limit: 30' Proposed Home: Residential Floor Area Calculation: New House 0 2,434 s.f = 2,434 s.f New Porch @a) 986 s. f. <787.5 s.f > = 198.5 s.f. Existing Garage Ca) 1,240 <500s.f > = 740 s.f. Total S.F. Calculation = 3,372.5 s.f. PROJECT PHOTOS DEMO EXT. POOL STRUCTURE EXISTING BERM PROJECT DIRECTORY Issued For CLIENT: CONSULTANTS: RICK HOLMSTROM SD FLOOR PLAN with GRADING Project Address: STRUCTURAL ENGINEER: 636 North Thomas Road KAUP ENGINEERING Carbondale, CO 81623 1129 Grand Avenue ARCHITECT of RECORD: Glenwood Springs, CO 81601 Phone: 970.945.9613Fax: BLACK SHACK ARCHITECTS 970.945.9633 Post Office Box 1847 Dale Kaup Basalt, CO 81621 Phone: 970.927.0635 dale@kaupengineering.com Fax: 970.927.0654 MECHANICAL ENGINEER: Glenn Rappaport Rader Engineering, Inc. grappa@blackshackoffice.net 40690 Highway 6, Suite El Greg Watts P.O.Box 8610 Avon, CO 81620 ASSOCIATE ARCHITECT.- Phone: 970.845.7910 A4 Architects Bryan Houle, Principal 100 North Third Street Suite 201 CIVIL ENGINEER: Carbondale, CO 81623 HP GEOTECH Phone: 970.963.6760 5020 COUNTY ROAD 154 Fax: 970.963.6761 Glenwood Springs, CO 81601 Phone: 970.927.2889 Brad Zeigel bzeigel@a4arc.com Dan Harden, Engineer LANDSCAPE ARCHITECT .- GENERAL CONTRACTOR: Shannon Murphy -Landscape Architect CRYSTAL SPRINGS BUILDERS 231 Midland Avenue 1044 Main Street Suite 206 Carbondale, CO 81623 Basalt, CO 81621 Phone: 970.963.4584 Phone: 970.927.2889 LO Shannon Murphy, Owner Mike Cerise mike@csbldr.net LIGHTING DESIGN: Brian Wells brian@csbldr.net Alpenglow Lighting Design, Inc. 4341 County Road 113 Carbondale, CO 81623 Phone: 970.948.2637 Aaron Humphrey, Owner SURVEY: ALPINE SURVEYS 1101 Village Roads Carbondale, CO 81623 Phone: 970.925.2688 James Reser, L.S. 9184 DEMO EXT. POOL STRUCTURE GARAGE TO REMAIN (BEYOND) r— DEMO EXISTING VIEW FROM THE HOUSE LOOKING SOUTH I VIEW FROM THE BERM LOOKING WEST r— DEMO EXISTING HOUSE DEMO HOUSE --I r— GARAGE TO REMAIN VIEW FROM THE POOL LOOKING NORTH AT THE HOUSE VIEW FROM THE DRIVEWAY LOOKING EAST ATTHE` GARAGE I 10'# a (11 1 MUM PROPERTY A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com Thompson Creek Road Carbondale, CO 81623 Date Issued For 8.26.13 SD FLOOR PLAN WITH ANGLE 9.04.13 SD FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs INDEX OF DRA WINGS SD: Issued to Owner UJ SD: Issued to Kaup Engineering 10.14.13, DEMO Permit Submission 11. 7.13 1 FOR CONSTRUCTION AO.0 DEMO COVER SHEET(INDEX OF DRAWINGS, DIRECTORY, GENERAL NOTES, KEYNOTE LEGEND, LOCATION MAP) A1.1 DEMO SITE PLAN CM 1.1 CONSTRUCTION MANAGEMENT PLAN C1.0 EXISTING SITE SURVEY LO Q0 U - Olt 00 (10 CC) 00 110, 1W cn LIJ U- LL - CD Cl - VICINITY MAP SITE L OCA TION MAP I 10'# a (11 1 MUM PROPERTY A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com Thompson Creek Road Carbondale, CO 81623 Date Issued For 8.26.13 SD FLOOR PLAN WITH ANGLE 9.04.13 SD FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9.13 SD: Issued to Owner 9,19.13 SD: Issued to Kaup Engineering 10.14.13, DEMO Permit Submission 11. 7.13 1 FOR CONSTRUCTION Project No: 1109 P Drawn By: MEH C ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, VICINITY MAP I MILE I A TRACT OF LAND SITUATED IN LOTS 11, 12 AND 16 OF SECTION 15, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, PITKIN COUNTY. COLORADO. LYING EASTERLY OF A 25 -FOOT ROADWAY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID ROADWAY WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 15 BEARS S. 78* 44' 58 W. 1326.03 FEET: THENCE N 21* 49* E. 144.47 FEET ALONG THE EASTERLY LINE OF SAID ROADWAY: THENCE N. 24* 19' 36 E. 320.45 FEET ALONG THE EASTERLY LINE OF SAID ROADWAY: THENCE S. 45* 22* 56 E. 629.11 FEET: THENCE S. 31* 51* 51 W. 160.00 FEET: THENCE N. 74* 33 39 W, 569.59 FEET TO A POINT ON THE EASTERLY LINE OF SAID ROADWAY. THE POINT OF BEGINNING. THE ABOVE DESCRIBED TRACT OF LAND IS SUBJECT TO A DITCH RIGHT-OF-WAY Is FEET IN WIDTH, BEING 7 1/2 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: BEGINNING AT A POINT ON THE SOUTHERLY LINE OF THE ABOVE DESCRIBED TRACT OF LAND WHENCE THE SOUTHWEST CORNER THEREOF BEARS N. 74* 33* 39 W. 26.94 FEEL: THENCE N. 42* 20* 56 E. 91.75 FEET: THENCE N. 41* 42' 12 E. 30.57 FEET: THENCE N. 23* 53* 53 E. 29.51 FEET. THENCE N. 05* 20* 08 E. 86.54 FEET: THENCE N. 20* 15 01 E. 114.37 FEET: THENCE N. 23* 51* 06 E. 104.12 FEET TO A POINT ON THE NORTHERLY LINE OF THE ABOVE DESCRIBED TRACT OF LAND. WHENCE THE NORTHWEST CORNER THEREOF BEARS N.45* 22* 56 W. 39.02 FEET, THE ABOVE DESCRIBED TRACT OF LAND CONTAINS 4.00 ACRES. MORE OR LESS. • I HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SURVEY MADE UNDER MY SUPERVISION IN SEPTEMBER OF 2013 OF THE LAND LEGALLY DESCRIBED HEREON. THE BUILDING WAS FOUND TO BE LOCATED ENTIRELY WITHIN THE BOUNDARY LINES OF THE PROPERTY. THE LOCATION AND DIMENSIONS OF ALL BUILDINGS. IMPROVEMENTS, EASEMENTS, RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN HEREON. CLOSURE IS LESS THAN 1/15,000. BY: P';, 0 2,914 JAMES F. RESER. L.S. 9184 ALPINE SURVEYS 10-15-13 m "loner T LaYy Z,, TffO,#VAS CREEX d 1.L r Cl IMPR"'I'VIEME'llkNif T S U111 V E, I S 636 N. THOMAS RD., CARBONDALE, COLORADO BY:ALPINE URVEjr4 Y 0 w w 45, 6d iao SCALE: 1"=30' JAMES F. RESER L.S. 9184 CONTOUR INTERVAL = 2 1101 VILLAGE RD. CARBONDALE, CO 81623 970-925-2688 DATE: 10-15-13 SCALE: I" - 30' JOB NO.: 94-67 0 *1 Al 4/ R A- A,- /V W1Rk'FENCE TOP OF EXISTING BERM AREA TO BE REGRADED (SEE TOPOGRAPHY PLA r POWER POLE EXISTING LEACH FIELD 1:1'6 0 4 A- PROTECT GROUP OF SERV\IGE BERRY 14, rvTrw i=ASEAfj=mr EXISTING 1,000 GALLON SEPTIC TANK NEW WASTE LINE W1 CLEANOUT NK UT WIRE Ce PROTECTGROUPING OF TREES +\ NEW HOUSE y TEN NEW ENTRY COURT PROTECT TREE WIRE FENCE EXISTING ASPHALT EXISTING .. GARAGE TURNAROUND E STING REMAIN _T LT TO 4\- �A 1PDRIVEWAY % -71 CONVERT SWIMMING POOL INTO A DRYWELL _ N I (SEE LANDSCAPE ARCHITECTS DOCUMENTS) 7� "; 1 PROTECT-,TREE PROTECT EXISTING BURIED PROPANE TANK _TOPr6F EXISTING BERM, ................ (TO REMAIN) AREA TO BE REGRADED (SEE TOPOGRAPHY PLAN) WIRE FEI)/CE 4.159 AC +/- I (CALCULATED) A TRACT OF LAND SITUATED IN LOTS 11, 12, &16, SECTION 15 NA TURA I D T. 8 S., R. 88W OF THE 6TH P.M., JIVAIGEFLoW PITKIN COUNTY, COLORADO. 20 DRIVE AYEASEMENT --,-'>\TWR-E FENCE 66 9,59, -7 kd -Z zz SITE PLAN NEW BUILDING 118" = 1 _O" IN Is A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com i,36 North Thompson Creek Road Carbondale, CO 81623 A LJJ Date Issued For Ono LL_ 8.26.13 SO FLOOR PLAN WITH ANGLE own* A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com i,36 North Thompson Creek Road Carbondale, CO 81623 A Date Issued For ►' 8.26.13 SO FLOOR PLAN WITH ANGLE 9.04.13 SO FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9.13 SD: Issued to Owner / i 9.19.13 SO: Issued to Kaup Engineering 10.14.13 DEMO Permit Submission 11.7.13 FOR CONSTRUCTION Saddle of Sopris: jjgn f. 160 degrees South Project No: 1109 A FR 0 Right Peak of Sopris: Drawn By: MEH 165 degrees South CL of Valley: 193 degrees South now 15 30 60 Site Plan -New Building I` t ; A- A A 1, I 4 f f000e,° SILT FENCE ff J J WIR F FENCE fr I 1Ar EXISTING LEACH FIELD \ ° TOP OF r + TING BERM ° 1 FL f i '' r + POWER POLEA l LOCATION FOR STORING �• w MANY POTENTIAL \61—= mCONSTRUCTION WATER _° , f IIS, �� m m - fi, DISCHARGE '40 >1 PROTECT SEPTIC MANIFOLD BOX PROTECT EXISTING 1,000 GALLON SEPTIC TANK AND ENTIRE LEACH FIELD AREA %, 1 4' DITCH EASEMENT-- PROTECT SERVICE BERRY NEW SEPTIC WASTE LINE WI CLEANOUT f f SILT FENCE REMOVE CHINESE ELMS } REMOVE UNHEALTHY TOWER POPLAR` PROTECT JUNIPER TREE8"121118"f 5 x ' BOX 5« WIRE FENCE ASP 7, 4" (MULTISTEM)PROTECT TREES ASP 51, 2'; 8, 10,1! ; 3 tiPROTECT WELLps,FENCE REMOVE UNHEALTHY TREES O ° t �. / v ' zDE1V10 EXISTING ASP 14" ° ,TEMO ° 1 { p}q f � t `f f (j, t 1 c' l f. _... ISTING v f f G ASP 16'» REMOVE TREE _./ SHED 603 S t 1 F PROTECT TREE o AREA TO BE INITIAL DEMO DISTRUBANCE = 6,675 S.F. WIRE FENCE.F -� �'� DEMO EXISTING GARAGE ADDITIONS: OS. F. EXISTING ASPHALT t r EXISTING 'TURN AROUND `� 5°.`'' �'• �� ` � }_ ASPHALT �,. ' .•a '°'$ C E `ASP 15" ° f�DRIVEWAY Jr� A f-% ° wsr s (CALCULATED) ' � f A P W 9 REMOVE DEAD TREE A TRACT OF LAND SITUATED IN LOTS 11, 12, &16, SECTION 15, ° f ��FIR 7" �� 1 2 T. 8 S., R. 88W, OF THE 6TH P.M., ° SILT FENCASP 8" PITKIN COUNTY, COLORADO. +% f PROTEC REE ``AS4 G BEES +y PROTECT TREE' 7- --PROTECT ' _._ " r i o OF EXISTING BERM TOP OF EXISTING BERM WIRE FENCE r PROTECT EXISTING BURIED PROPANE TANK /V4TURA L DRAINAGE FLOW 120'DRIV7EAYEASEMENT _` WIRE FENCE 9, f SITE FLAN - DEMO PLAN 1:30 1, WATERCOURSE EFFECTED BY DEMOLITION: IRRIGATION DITCH FLOWING SOUTH TO NORTH WILL BE PROTECTED WITH SILT FENCING. 2. AREA OF DISTURBANCE WILL BE 6,675 S.F. THE EXISTING DRIVEWAY WILL BE USED FOR ACCESSING THE PROPERTY FOR ALL DEMO VEHICLES. THE TOTAL AREA OF STRUCTURE(S) BEING REMOVED IS 2,377 S.F. 3. TYPE AND LOCATION OF BMP: A SILT FENCE WILL BE INSTALLED PRIOR TO ANY SITE DISTURBANCE AND MAINTAINED THOUGH OUT THE DEMO AND NEW CONSTRUCTION PROCESS. 4. LONG-TERM STABALiZATION METHODS: THE SITE HAS A HISTORIC SLIGHT SLOPE TO THE NORTH-WEST, THERE ARE NO ACTIVE WATERWAYS FLOWING ON THE PROPERTY EXCEPT THE IRRIGATION DITCH ALONG THE WEST PROPERTY LINE. THE HISTORIC DRAINAGE PATHS WILL NOT BE CHANGED DUE TO DEMO OR THE NEW HOME. LONGTERM STABALIZATION WILL BE ACCOMPLISHED WITH THE REVEGITA TION PLAN. 5. REVEGITATION PLAN: AFTER THE COMPLETION OF THE NEW HOME, THE DISTURBED AREAS WILL BE REVEGITA TED WITH DROUGHT TOLLERANT NATIVE GRASSES AND PERINITALS ALONG WITH SMALL GARDEN PLOTS AND LIMITED SOD, 6. DETAILS OF BMP: (SEE DRAWING). 7, ON-SITE WATER MANAGEMENT PRACTICES: THE EXISTING LEACH FIELD WILL BE REUSED IN IT`S CURRENT CONDITION. THE WELL WILL BE REUSED IN IT'S CURRENT CONDITION. ANY SITE WATER THE RUNS THROUGH THE DEMOIDISTURBANCE AREA THAT IS CAUSED BY RAIN OR SNOW WILL BE CAPTURED WITH THE SILT FENCE. 8. MANAGING CONSTRUCTION WATER DISCHARGE: THERE IS NO ANTICIPATION OF GROUND WATER OR OTHER CONSTRUCTION WATER ISSUES. IF CONSTRUCTION WATER BECOMES AN ISSUE THE AREA TO THE NORTH OF THE PROPERTY HAS SPACE TO CONTAIN NEEDS (SEE DRAWING), 15 30 60 11 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970,963.6760 FAX 970.963.6761 maiL@a4arc.com • • North Thompso CreekRoad Carbondale,CO 81623 Date Issued For 8,26.13 SD FLOOR PLAN WITH ANGLE 9.04.13 SD FLOOR PLAN with GRADING 9.5.13 SD; Issued to Crystal Springs 9.9.13 SD: Issued to Owner 9.19.13 SD: Issued to Kaup Engineering 10,14,13 DEMO Permit Submission 11.7.13 FOR CONSTRUCTION Project No: 1109 I Drawn By: MEH I i rr' z rr Z 71— WIRE FENCEI C') C� c) A, - EXISTING LEACH POWER POLE 6324 N_ WIRE FENCE 15 DITCH EASEMENT EXISTING EXIS' .ASPHALT DRIVEWAY 6324 INIJ 6326 WIRE FENCE REMOVE THE EXISTING BERM DISTRIBUTE SOIL ALONG NORTH SIDE OF HOUSE 1330 TOP Of: EXISTING BERM 6332 LIJ ------ i6 t "1 632 6328 6330 � � v EXISTING 1,000 GALLON SEPTIC TANK PROTECT GROUP OF SERVICE BERR r 6328 6330 6332 1% 6332 -6332-, 6335' Y + 4 PROTECT TREE 6334 DRYWELL____,_6336 6332 6330 6336 REMOVE THE RIDGE SHOWN AS COUNTOUR LINE 6338 6338 _6328 6338 _6330-' �6332' 6334 — 4.159 A C WIRE FENCE 63J�6 trALC.111 A TEM PROTECT EXISTING BURIED PROPANE TANK A TRACT OF LAND SITUATED IN LOTS 11, 12, & 16, SECTION 15, 6324 6326 6330 6332 6334 6336 WIRE FENCE- 569 679, T 8 S., R. 88W OF THE 6TH P.M., PITKIN COUNTY, COLORADO. SITE PLAN -NEW BUILDINGINEW TOPOGRAPHY SCALE. 1 20' NNW 10 20 40 \J_ ' Abb. dh MIL A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com Holmstrom Residence 636 North Thompson Creek Road Carbondale, CO 81623 Date Issued For 8.26.13 SD FLOOR PLAN WITH ANGLE 9.04-13 SD FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9. 13 SD: Issued to Owner 9.19.13 SD: Issued to Kaup Engineering 10.14.13 DEMO Permit Submission 11.713 FOR CONSTRUCTION Project No: 1109 Drawn By: MEH Ar A� \\4 - SILT ENCE, ter /i \ YWIR�' FENCE EXISTING LEACH FIELD CONSTRUCTION MANAGEMENT PLAN'- NEW CONSTRUCTION 3-6 VEHICLES ON SITE DAILY PROJECT ©URA, TION, 8-9 MOS j TOP OPSERM WORK HOURS 7:30 AM- 5:30 PM MONDAY- SATURDAY CONSTRUCTION WASTE TARPED DAILY AT END OF SHIFT NO_FOOD WASTE DISPOSAL IN ROLL OFF CONTAINERS -NO IDLING OF DELIVERY OR OTHER PARKED VEHICLES Q � 1�` � 1� POWER POLE � � �' " ° ° � v .,0 4J TM 'o%' jQ t° ,�_ PUMP TRUCK AND CRANE A� S TA GING L OCA TION PROTECT SEPTIC MANIFOLD BOX AND ENTIRE LEACH FIELD AREA EXISTING ELM TREES TO BE REMOVED 1: 'DITCH EASEMENT SIL FENCE EXISTING PINE AND ASPEN TREES TO BE REMOVED A -j WASTE RECEPTACLE TIVE SECONDARY STAGING AND STORAGE AREA *"*Tk�' I A I'll OFAC WIRE C iffNi E CONSTRUCTION DISTURBANCE: 500 S.F. PROTECT TREES AREA OF SITE DISTURBANCSIREGRADING: 221 000 S.F. SILT ENCE ? 'P NORTH THOMAS ROAD ... ... . .. . . ...... . '4 g (UNPA VED) "u No SRO T TRSILT FENCE A- � R-1 W J 4" ,�EXISTING ASPHALT DRIVEWAY, WE FENCE jr� dd l r/ " ��'- i�1�•k•(" t�i � ''" '"` t. " t x c � a�,�'-.. IF "o AA/� 4.159 A C +/ 7 )�A (CALCULATED A TRACT OF LAND SITUATED IN LOTS 11, 12, & 16, SECTION 15, 7�_ o . . ... T. 8 S., P. 88W. OF THE 6TH P. PITKIN COUNTY, COLORADO. j&NOGFOR, OF BERM WIRE FENCE 4P TEMPORARY RESTROOM SILT F CE TEMPORARY FENCING 1< BETWEEN EXISTING PERIMETER PROPERTY NATURAL DRAINAGE FLOW j Q r r FENCING AND ACROSS DRI VEWA Y TO ENCLOSE 'W j PROPERTY AND SITE I DRIVE AYEASEMENT '-)<KqRE FENCE 9679 1"=3W -O" 0 N I A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maiL@a4arc.com Aft 636 North Thompson Creek Road Carbondale, CO 81623 Date issued For 8-26.13 SD FLOOR PLAN WITH ANGLE 9.04.13 SD FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9.13 SD: Issued to Owner 9,19.13 SD: Issued to Kaup Engineering 10.14.13 DEMO Permit Submission 11.713 FOR CONSTRUCTION Project No: 1109 -1 W11 Drawn By: MEH All 1 AM 15 30 60 1 74 kY r %C" 6 24 6 26 I j ♦♦ ` rr e ♦ 24 ` ° ♦ \ ♦ 6 ♦ %3 EXISTING LEACH FI i6 \ WIRE, FENCE ♦ \ ♦ 6 8 `\ 6 6 ,�' 632 6 28 hh� a x' i r r !J9►1hrR'►7 POTECT EXI TING WELL EXISTING DRIVEWAY TO REMAIN 107 6329. 8 " ~ y ® 630 63 632 F T OF EX\lSTI BERM W14 -m jj%, , mmald4im 9111ROM, C5 O �1 DRYWELL ` 63 PROTECT C REMOVE THE EXISTING BERM DISTRIBUTE SOIL ALONG NORTH SIDE OF HOUSE. 30 �` \ ►° \-.k ♦ `\ ♦ %\ `♦ 63 2 ♦ 47\ \ /,7 \ \ /7J \ Prop. tremuloides Deciduous s-. Deciduous 11 D-,. - Dead Deciduous►-.. 36 Caliper Inches GALLON SEPTIC ♦ \ \ PR TD DI ANT Im 10 r,= 13,111 L11?1115 ♦ 6 4 \ TREE CALIPER IN INCHES TYPE PROTECT GRO P OF SERVICE BERRY v 1 2 Populous tremuloides, Aspen Tree ♦ `-�v I 12 2,5 Populous tremuloides, Aspen Tree v 52 Caliper Inches 6 2 ®`�. `�` \ *PROPOSED TEES TO BE \ FIELD LOCATED BY LANDSCAPE °♦ `\ ARCHITECT; PLAN SYMBOLS ,o _ _ _ 6 4 `� INDICATE QUANTITY AND POTENTIAL \ LOCATIONS. 35' \ °♦ \ ° \ ♦ ET EE 34 \\ �. --6.336 \ 6 32 °♦ \ 6 6 ° �\ \ ♦ \ REMOVE THE RIDGE SHOWN AS COUNTOUR LINE \ 6338 \ ♦ j 6 38 ° ♦ j / 63 8 ® I 41 j WIRE FENCE j 1 � ! e % 2 1 0 Vo I i20,08 j Original gate of {kens r�, !.. AS 77777 A% o' 4 s �s ` Off' C�� i� j a®OC. m te: C v 0 W p CL .1014 Co i tiUUF P"'LAN 1/4'1=11-011 Road,636 Thomas Carbondale, J date issue 11-7-13 FOR CONSTRUCTION pro'ect no. drawn by: 5 114°'=1'=p" REDISENCE 636 Thomas Road' Carbondale, CO date issue 11-7-13 FOR CONSTRUCTION project no: drawn by: INA, 1 I—IVII t.I L.!'iVV 1 1 1 . Y4 14=1'-O" UNO WEST 1X4 OAK RAIN SCREEN SHT. MTL. PANELS- RUSTED I.5' _0____. _ WE„s�•+ d :6333,0' 10 6331 3333.0' 3330.5' 0 0" k L S T R 0" * M REDISENCE 636 Thomas Carbondale, CO date issue 11-7-13 FOR CONSTRUCTION pro'ect no: drawn by: 0 v =p m '8f" ,�*� xn QP�ON, `�"€ QP CONCRETE _ FF 102'-6" = 6333.0' FF 100'-0" = 6330.5' Y401 = 1141 5 �4 % HuLSTKU M REDISENCE 636 Thomas Road Carbondale, CO date issue 11-7-13 FOR CONSTRUCTION project no: drawn by: J! 'ul 44A DRIP FLASHING (RUSTED) SHT. MTL FASCIA (RUSTED ROOF ASSEMBLY ASPHALT SHINGLES (CLASS A) ICE AND WATER SHIELD (@ EAVE) PLYWD. PER STRUCT. DWGS. PREMANUFACTURED TRUSS 8" HIGH PERFORMANCE POLYURETHANE INSULATION #40- 9-4,07 pea jo&,-6eW6-z--k %" GWB SLOPED SOFFIT ASSEMBLY HARDIE BOARD PANEL TYVEK PLYWD. SHT. MTL. WALL ASSEMBLY (INSULATED) SHT. MTL. (RUSTED) SIDING TYVEK PLYWD. 2X6 STUDS R-21 BATT INSUL. %11 G\IM CONC. WALL ASSEMBLY (INSULATED) 8" CONC. WALL (SEALED) Y4" AIR SPACE 2X6 STUDS R-21 BATT INSUL. V8" GWB NOTCH TO ACCEPT TUFF AND DRI - TYP. @ GRADE LINE U.N.O. (R-10) TUFF AND DRI WATER PROOFING FF 100'-0" T. PLY. 99'-11-3/ 3'-3 3/4" i= SHT. MTL FASCIA (RUSTED) DRIP FLASHING (RUSTED) SLOPED SOFFIT ASSEMBLY HARDIE BOARD PANEL TYP. ALL SOFFITS U.N.O. TYVEK PLYWD. FLAT SOFFIT ASSEMBLY (UNINSULATED) 5/4"X6" IPE DECKING (NAT. FINISH) OVER JOISTS PER STRUCT. PLANS TYP. ALL PERIMETER FOOTINGS 4" PERF. PIPE AROUND ENTIRE FOUNDATION WALL AS SHOWN. TERMINATE PIPE LOOP TO A SINGLE VERTICAL SOLID PIPE W/CAP 1'-0" ABOVE TOP OF GRAVEL. THIS VERTICAL PIPE WILL BE THE TESTING POINT FOR RADON GASSES. VISQUEEN GRAVEL SCALE U.N.O.: 1"=I'.O" law 2 FF 100'-0" T. PLY. 99'-11-3/4" �i 3518 it T. PLY. 99'-11-3/4" SHT. MTL. (RUSTED) PANELS TYVEK PLYWD. 2X FRAMING PER STRUCT. DWGS. RAIN SCREEN WALL ASSEMBLY 1 X4 OAK (%" GAP) 1X4 SLEEPER VAPROSHIELD (BLACK) PLYWD. PER STRUCT. DWGS. CL 2X6 STUDS F.: R-21 BATT INSUL. 7' o 5/" GWB co C.0 >: -j a. 5/4"X6" IPE DECKING (NAT. FINISH) OVER JOISTS PER STRUCT. PLANS TYP. ALL PERIMETER FOOTINGS 4" PERF. PIPE AROUND ENTIRE FOUNDATION WALL AS SHOWN. TERMINATE PIPE LOOP TO A SINGLE VERTICAL SOLID PIPE W/CAP 1'-0" ABOVE TOP OF GRAVEL. THIS VERTICAL PIPE WILL BE THE TESTING POINT FOR RADON GASSES. VISQUEEN GRAVEL SCALE U.N.O.: 1"=I'.O" law 2 FF 100'-0" T. PLY. 99'-11-3/4" �i 3518 it T. PLY. 99'-11-3/4" SEE 1/A5,1 & 2/A5,1 FOR ADD. INFO. SHT. MTL SIDING (RUSTED) CORRUGATED SHT. MTL. (GALV.) 2X SKIP SHEATHING PER STRUCT. DWGS. ROOF JST. PER STRUCT. DWGS. 1.1 STL. BM. PER ST WD. COL. PER S DECK 0 T. DKG. 99'-l' HOLSTROM REDISENCE 636 Thomas Road Carbondale, Co AI A ^ A 1^11 d. SEE 1/A5,1 & 2/A5,1 FOR ADD. INFO. SHT. MTL SIDING (RUSTED) CORRUGATED SHT. MTL. (GALV.) 2X SKIP SHEATHING PER STRUCT. DWGS. ROOF JST. PER STRUCT. DWGS. 1.1 STL. BM. PER ST WD. COL. PER S DECK 0 T. DKG. 99'-l' HOLSTROM REDISENCE 636 Thomas Road Carbondale, Co AI A ^ A 1^11 � 11 FOUNVATI ON 4 MAIN FLOOR FRAMIN6 PLAN 15CALE": 114" = 1'—O" 11 UPPER LEVEL 4 LOW ROOF FRAMING PLAN 52.1 — — — — — — — — — — — — — — — — — — — — — — — — — — — - DATE: ISSMAREVs 10-2q-15 PROOREW 11-1-19 PERMIT SLISM11TAL IJOB #- 15063 ISCALE": 1/4" = 1'-O" II 5.2.2 STRUCTURAL GENERAL NOTES HOLSTROM RESIDENCE 11-5-19 Al. DESIGN LIVE LOADS I. SNOW 50 PSF (ELEVATION 65009 2. RESIDENTIAL 40 PSF S. WIND, WIND SPEED 40 MPH (9 SECOND GUST) EXPOSURE B 4. SEISMIC, GATE60RY B 7� 41M 51 1. iwERNATIONAL RESIDENTIAL CODE (2004) 2. AGI SUILDING GODS 041 318-08) 3. AIS, STEEL CONSTRUCTION MANUAL (14th EdltTo J 4. AITC TIMBER CONSTRUCTION MANUAL (4th Edlttan) G. FOUNDATION NIEY'L suiLms, FOOTiN65 HAVE SEN DE5I6NED FOR AN ASSUMED MAXIMUM ALLOWABLE SOIL BEARIN& PRESSURE OF 2000 PSF, PLACED ON Ul-DISTUROW SOiL. SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. THE OWNER SHALL RETAIN A SOILS EN6INMER TO INSPECT THE BEARiN& SOiLS EXPOSED DURING EXCAVATION TO VERIFY DESIGN ASS MI MONS AND SEARING SOILS. PROVIDE FOUNRATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS E"INEER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE SEARING SOILS. PROVIDE UNDER SLAB DEWATERING PER SOiLS REPORT. 90 FOOTINGS MAY BE POURED UNTIL THE SOILS ENGINEER HAS 61VEN A VERBAL SUMMARY TO THE STRUCTURAL ENGINEER. CONCRETE HAS SEEN DE51&NED AND SHALL BE CONSTRUCTED IN AGGORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING GODS (AGI 318-08) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRE"TH IN 26 DAYS AS NOTED BELOW: CONCRETE FOR FOOT1N6S OR WALLS 9000 PS! IN 28 DAYS. CONCRETE FOR NON-STRUCTURAL EXTERIOR SEAS ON 9500 PSi IN 26 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON 6RADE SHALL HAVE CONTROL JOINTS O<EYED OR SAW CUT) AT MAX. 20'-0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED 09 AUTHORlZLBD BY THE STRUCTURAL M461HEM LAP SPLIGE5, MERE PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - *5 BARS WITH A MINIMUM OF 2'-0' PROJECTION BE=YOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NIEGESSARY TO SUPPORT REINFOROIN6 AT POSITIONS SHOWN ON THE PLANS. MLOW WIRE FABRIC, SHALL CONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM ASO'? AND BE PLACED WITH SETTINGS TEMPLATES. ALL `MUS SHALL CONFORM TO ASTM 0,1110. CMVS USED BELLOW SRAM AND ALL EXTERIOR WALLS SHALL BE 6RADE N -I. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO MATT ER OR EARTH MAY BE GRADE N -I OR 5-1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL CO FORM TO ASTM 2'10, TYPE S. &ROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONE A66RE&ATE AND SHALL DEVELOP 3000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. ALL MASONRY SHALL DEVELOP 1350 PSI ULTIMATE COMPRESSIVE STRE"TH (fin) IN 28 DAYS. ROD &ROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURLN& AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN CMU WALLS MAXIMUM 24'-0" O.G. EXCEPT GNU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD *0W-O-WAL" OR AUTHORIZED EQUIVALENT SPACED AT 16' O.G. EX VPT AS NOTED. VERTICAL REiNFORCIN& SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN &ROUTED GELLS. &ROUT LIFTS SMALL NOT EXCEED 4'-0" UNLESS GLEAN OUTS ARE PROVIDED IN AHIGH CASE 6ROUT LIFTS SHALL NOT EXC.13D 8'-0". PROVIDE i - 05 IN CENTER OF &ROUTED DELL AT ALL CLO RMRS, INTERSECTIONS, WALL ENDS, BEAM SEARIN6S, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.G. UNLESS NOTED OTHERMSE ON PLAN. DOY`EL ALL VERTICAL REiNFO+FTGiNG TO FOUNDATION WITH DOWELS TO MATCH WALL REItORGIN&. PROVIDE 2 - 05 CONTINUOUS HORIZONTAL IN 8" DEEP &ROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 46" LONG BELOW ALL BEAM BEARINGS. REINFORCINI& BARS SHALL CONFORM TO ASTM A615, &RADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING GORIER BARS. AROUND OPENINGS IN WALLS, PROVIDE I - #4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. F. STEEL ALL STEEL SHAW. CONFORM TO ASTM A4412-50 EXCEPT TUBE COL LUMN5 WH1GH SMALL CONFORM TO ASTM A500 (6RADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A53 (&RADE B). ALL SHOP CONNEGTiONS SHALL BE WELDED. FIELD CONNiEGTiONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A925 9/4' DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SMALL CONFORM TO ASTM A025 UNLESS CUTTiERYNISE NOTED. ANCHOR BOLTS SMALL CONFORM TO ASTM A O1. STRUCTURAL STEEL. SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROVISIONS OF THE AISG MANUAL OF STEEL CONSTRUCTION AND AISG CODE OF STANDARD FRAGTiCE. SHOP DRAWINGS :SHALL BE SUBMITTED TO THE ARCHITECT OR E461NEER FOR REVIEW PRiOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, AND BRACIN6. USE WELDERS MEETING THE REMIREMENTS OF THE AWS "STANDARD QUALIFICATION PRROCCi» AM'. COMPLY WITH AM 01.1 "STRUCTURAL WELDIN& CODE." ALL YLD5 SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH APPROVED PRIMER TOUGH -UP PAINT AT E.XP05ED BOLTS, MLDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR 6ROUT FOR BEARING PLATES SHALL Be SHRINK RESISTANT EMKO 153 OR EQUIVALENT. EXPANSION BOLTS SMALL BE "MJ -IT", "RED HEAD", KNKSOI T", OR APPROVED Mr*E TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREM NI'S. 6. STRUCTURAL WOOD FRAMING ALL WOOD FOR STRUCTURAL FRAMING SHALL Be KiLN DRIED DOUGLAS FIR/LARCH *2 6RADED AS PER LATEST EDITION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FPREST PRODUCTS ASSOOIATION AND AWA. HEAVY TIMBER FRAMING (DOU&L.AS FIR NO. 1 ) ft = 1500 PSI Fv . 85 PSI E m 1600000 PSI SIZES SHOWN FOR STRUCTURAL WOOD F RAMIN& ARE NOMINAL SiZES. PROVIDE SOLID SL.00KiN6 SE:TMEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 GROSS BRIDGING AT NOT MORE THAN 8'-O" OG. WrMEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNIN& PARALLEL TO JOISTS AND SOLID BLACKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G. FOR STW WALLS NOT COVERED BY SHEATHING OR WALL COVL:RiNGS METING UBC, MINIMUM REQUIRE -OM PER USG SECTION 2517.(y)I. GONINE:CTORS SHONN ON THE FLANS ARE MAN.PAGTURW BY THE SIMPSON COMPANY CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURERS RECOMMENDA11ON5 FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL Be ACCORDING TO TABLE 23-11-13-1 OF THE UNIFORM 13UIL.DiNS CODE. PLYWOOD FOR ROOFS, FLOORS; AND SHEAR, WALL SHEATHIN6 SHALL BE APA 6RADE TRADEMARKED) .COX WITH EXT! IOR GLUE. LAY UP PLYWOOD WITH FACE &RAIN PERVENDIGULAR TO SUPPORTS AND STA6&ER JOINT'S. ALL NAILIN& COMMON NAILS( RING, SHANIKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS, xxx 3/4n I' XXX [ 5/411 �-' !1-011 USE THICiGNESS SPANANDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF 9/4" 40/24 8d o 6"0.r,. 8d 0 12"0.0. Lu SLOPED ROOF 5/8" 32/16 8d • 6'O G. Fid e12" 0/,41, E FLOOR 3/4" 7•46 48/24 ad & 6" O.G. 8d *12004. SHEAR WALL 1/2" 24/0 Od a 4" O.G. 8d 01000.0. ALL ED6E5 OF SHEAR WALL SHEATHING SHALL BE BLOCKED. GLUE LAMINATED BEAMS SHALL BE FAS RIGATED WITH LUMBER OF EITHER DOUGLAS FIR/LAfV..H OR SOUTHERN 1:11NE. LAMINATLED MEMiBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "TIle STANDARD SPEGIFIGATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL &LJUE LAMINATED LUMBER" PUBLISHED ELY THE AITG AND THE APPROPRIATE LUI-WR PRODUCERS' ASSOCIATION. "APPEARANCEGRADE SHALL BE INDUSTRIAL, EXCEPT MENEER5 TO BE EXPOSED SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SiZES SHOWN ARE NET FOR 6LUE LAMINATED MEMBERS. ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS, OF USE REQUIRED SHALL SE AS FOLLOWS, MEM13E"tRS STRESSED PRINCIPALLY IN BENDiNkS (SEAMS, GIRDERS) - COMBINATION 24F If lb a 2400 PSi Fv s 165 PSI E e 1800000 M. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CAIMEVERED BEAMS. FABRICATED WOOD JOISTS, ! SERIES FABRICATED JOISTS WiTH STRUCTURAL WOOD FLANISES E5 AND PLYWOOD WEBS GALLED FOR ON THE DRAWINGS AS "TUI/' ARE AS MANUFACTURED BY THE TRUS- JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN A"OWANCE WiTH THE MANUFACTURER'S, RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BMr*IN&, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. CONTINUOUS BLOGKIN& SMALL. Be INSTALLED AT ALL INTERIOR SUPPORT'S. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO■LAM LUMBER BEAMS: VERTIGAL.LY LAMINATED VENEER HEADERS AND BEAMS 15/4' THICK CALLED FOR ON THE DRAWINGS AS "ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OF BOISE, IDAHO. MICROwLAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE AITH THE MANUFA 7LRMS RECOMMENDATIONS. Y*EN MORE THAN ONE THICKNESS IS REQUIRED , THE MEMBERS SHALL BE FASTENED T06E'TI.Ot WITH TWO ROWS OF 16 PENNY COMMON NAILS SPACED 12" O.G. FOR MEMBERS WITH 14" AND &REATE R DEPTH USE THREE ROWS. PABRiGATED WOOD TRUSSES: PROVIDE EN&INMERED OPEN AW ROOF TRUSSES AS PROFILED BY DRAWINGS. VESi6N TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAWINGS, FOLLOW REQUIREMENTS OF THE INTERNATIONAL BUILDING GODS WITH A LOAD DURATION FACTOR OF 1.0 i WITH A MAXIMtJMALLOAABLE TOTAL LOAD DEFLECTION OF L/560. SHOP DRAWINGS, AN ERJZ110N PLAN, AND SEALED STRUGTJKAL. CALCULATIONS SHALL.. BE SUBMITTED TO THE ENSINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL. Be SEALED BY AN ENcSINEER RE615TERED IN THE STATE OF COLORADO. SHOP DRAWINGS SHALL DETAIL EACH TRUSS TYPE, APPLICABLE CONNECTIONS, TRUSS LAYOUT 4 SR.ACLN6. TRU5S TO TRUSS CONNCEGTIONS TO BE DESIGNED 4 SUPPLIED BY TRUSS MANUFACTURER. SUPPLY ALL PLATES, SLOCKIN&, BRID6INSARACIN6, STIFFENERS, BEARING ENWANGERS 3 OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR. H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE GONTRAOTOR FROM CONFORMANCE WITH THE DRAWIN&S AND SPE0IFiGA11ONS. 1. COORDINATE ALL OPENLN65 THROU&H FLOORS, WALLS AND ROOFS WITH THE MEGHANIGAL AND ELWTRICAL CONTRACTORS. J. 00 NOT BAGKFNLL AGAINST WALLS UNTiL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED GONSTRWTiON. LOAD SHALL NOT EXCEED THE DESIGN LiVE LOAD PER SQUARE FOOT. L. THE CONTRACT STRUCTURAL DRAKWPS AND SPEGFIGATIONE REPRESENT THE FINISHED STRUCTURE. THEY DO NOT iNDIOATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORIN 6 FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATIGisJ ViSiTS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL EN&INEEK BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PRO&RAMS INCIDENT THERETO. 5/4" = I'-0" 3/4" = I, -.On 3/4" m I: -On 3/411 = 11-011 5/4t1 = I'-0" PREFABRICATE 2X NOTE: SEE ARCH OR HEEL HEIS 01= TRUSS, 5/411 I /_0n PREF,ABRIGATEI: 2X • 00000"c. 000000000 _ 000000p0000G ----- O 4 O p 70 0 0 0• V 0000 0000, (Q� X0000 006 I�j{V1 000 000000` + I I t 0.0000000r DATION DRAIN 501LS REPORT SEE PLAN Tire-" ( ;� JO 1ST HANG I NCS ON LOW I�NALL NOTE: SEE ARCH OR HEEL HEN6H OF TRUSS TRU55 BE,4RiNG DETAI 3/411 = I' -O" T PLY SEE PLAN SEE PLAN T SILL WI SIS' 0 A BOLTS Co RIP TO 6" WIDTH T 0 16"OG NZ a 16000, #5 XDWL 69200C tV b" -. 2-"XGONT TOP 9 BOTTOM T i=i'6 - SEE PLAN ---2-"XGONT FOOTIN IS TO SEAR ON NATURAL. UNDISTURBED SOILS Lo�wS T PLATE 2 X 10 X I'-6" RDY"D SEE PLAN A35 CLIP SILL PLATE YV 2- EAGH SIDE 314" 0 X 10" AW-44OR BOLTS Q� PLAN FOR PT6 3 REINF T FTG, = SEE PLAN 11-111- I l l l l Axl iii I rF _I E I- FOOTW SHALL BEAR ON UNDISTURBED NATURAL SOIL Tr..�1 rTYP GR�4�^il. SPACE 0 FOOT1N6 3/411 = 11-011 WOOD COLUMN SEE PLA 2X FULL HEIGHLT 2X CRIPPLE STUDS KIN& STUD TO COLUMN TO PIER CONNECTOR ai8"OC(MAX) EN!&A&E 2X COLUMN SLE PLA AND YID HEADER PACK AS REQUIRED T PLATE=tik SEE PLAN #3 TIES x SQUARE 2-2X TOP PLATES 010" O.C. �. 2X STUDS (FULL HEIGHT) &16"OC (MAX) T AIN RO= SEE ARCH LBUILT-UP WD HEADER 4 - 05 DONCLS (-I SEE FLAN X PULL HT J. r 6. = 2X NAILER PLATE III-�I� i-1 i l COLUMN = SEE PLAN p-21 1 (2-2X6 MiN) 1171-1 -11 1 NOTE: SEE C ENERAL NOTES ih a i I FOR NAILING U PATTERNS (q-NT`r1F=I0AL YNOOD HEADER H --\3 ON0 RETE PIER DETAIL 2)o6 PT SILL PL W/ 5/6"0 x 10" /' BOLTS @52110.6. /- - - - T WALLT WALL] SESE PLAN #5 x DONT HORiZ T45 /-1S HORiZ G Ib"OG VERT o 1280 LE06M 8 BOLTS S!E PLAN T PLY= I n SEE SOILS REPORT FOR POSITIVE SLOPE AWAY FROM FOUNDATION: FOUNDATION DRAIN TO DAYLIGHT. SEE SOILS" REPORT. 1 1/2" #5 ® 12" O.G. =1 I �= 0 miU �1 1 1.„ 41 l l SEE PLAN RETAININ& JNALL ADD 2 - #5X4'-0" VERT TO O.F. OFA WALL o POCKET 5n -�_ SEE DTL 4a7' FOR WALL SEE PLAN YNOOD BEAM POCKET T.P1ER SEE PLAN GONG PIER SEE PLAN r -5M PLAN FOR FT6+91;tEINF I-� I T.FT6 SEE PLAN VIII 1 I�I 1 FOOTING TO MAR ON NATURAL UNDISTURBED 501E s BELOW FILL. SEE SOILS REPORT Plan #'tgQ NOTE; BEAM POCKET WIDTH! BEAM WIDTH + 4" BEAM SEE PLAN _OCT BEAM_ PLAN N ESM PKT LAN F X In _D3tLf Pfi; SILL PLATE W/ 2-1/2"0 ANCHOR BOLTS C oda L;•,,/ 314" = ('-O" �",,% I i/2" = I' -O" ��`,,,/ 3l4" = I' -D:: ►wa..,rxn � i > Ev DATE: ISSUE/REV: 10-2a-13 PROGRESS PERMIT R-7-iS SUBMITTAL SCALE: AS INDICATED 1DETAILS AND 6ENERAL NOTE 53.1 t � ♦ 4 (� 1xx-i 1 i s < j - Lu p �7 Ev DATE: ISSUE/REV: 10-2a-13 PROGRESS PERMIT R-7-iS SUBMITTAL SCALE: AS INDICATED 1DETAILS AND 6ENERAL NOTE 53.1 tu (� 1xx-i < 3.Z.. Lu p �7 E Ev DATE: ISSUE/REV: 10-2a-13 PROGRESS PERMIT R-7-iS SUBMITTAL SCALE: AS INDICATED 1DETAILS AND 6ENERAL NOTE 53.1 1 1=. -. • ,:�` gyp( f J � ✓ ' � r `+ t J f' 7 `•�` 'TCM EE1"'Tf x' 'fes';'' ,+''r r` f ! ar ^'rf� r,,r r,<x {� ,c :.✓ � ,'y.�" ;'lex. .d✓ .�,% " . !"'�,{.YF �,� �,r'{ %r,'*i 0. r ✓,i' /• {Y✓s.` J :r' 1 p�'t ,t^' f 'r ..r" ' ".t�x J t"f{:�` f �,f`'`f ,f,{%*YN%•�t��j'dJ,M }'n fiS{X Yd J •"- 't }P'f%4"r.�a\\ .^' <r,' fir }'✓ :'.✓ { 105 120'DRIVE AY EASEMENT DiTCNILEACM FIELDIDRIVEWA Y ACCESS ENVELOPE REGRADING AND RESTORATION OF VEGETATION 77,500 Sq ft WtR£E \ E F' f Ali � ✓ \1 x Cu � f s /X X r --'*'"""�.�"`r.J'�'„ ,, . `' , •, l�'` , f t, �` � } r ,r' . .r >`✓,,�'��,,� ..�``� d r � r c+�Q, �{�i ti ` r l l r ✓ r r So BUILDING ENVELOPE S .. GROUP OF SERV! 62,000 S ftN� BERRY �,,, STANDARD CERTIFICATE -- ACTIVITY ENVELOPE ACKNOWLEDGEMENT APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY COUNTYOWNERS PITKIN OF THE EXISTENCE OF • •• AND • • r ANY • 1 THAT MIGHTAFFECT PROPERTY,IMPROVEMENTS, AREAS +Mr PITKIN THE USE ANDw 1 THEREOF. PROVISION OCCUPANCY r COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM r HAZARDS, OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. r jJt J w A r • ♦NT yy, A?. COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS ACTIVITY ENVELOPE SITE PLAN HAS BEEN REVIEWED AND 120'DRIVE AY EASEMENT DiTCNILEACM FIELDIDRIVEWA Y ACCESS ENVELOPE REGRADING AND RESTORATION OF VEGETATION 77,500 Sq ft WtR£E \ E F' f Ali � ✓ \1 x Cu � f s /X X r --'*'"""�.�"`r.J'�'„ ,, . `' , •, l�'` , f t, �` � } r ,r' . .r >`✓,,�'��,,� ..�``� d r � r c+�Q, �{�i ti ` r l l r ✓ r r So BUILDING ENVELOPE S .. 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FENCE � A,PITKIN COUNTY, COLORADO. j � , � {n . x `�� •yj f 'gyp* �`L''i "�y, r�'f'/ �fl •:9'�` 13�n £�; r'?S�>,� 1 - r, .>'.' •,� f � '�..f�.s''`, '', ,:cy .r � lYsr � h�� s�r, y' �� Fsi< !' <#, � � 1 �� - "'•` -. .Y�f/rr�7 s ✓`�''sas .� ��.','r9%'s''�z� .!r � , .r-� k_ .,{�rr �^s � r?s�£ I V ! 1 1 � Rafe iSSUf:Ci f91' ^.- j�.,,,,r�#3 tx£;� M r r•s.. i fi.� >J>'• •s, <s ! 4' ! r 8.26.13 SD FLOOR PLAN WITH ANGLE `' 'f .� r '` �/.,f fs ' vh '' S i � '`il � :rli/u 'fir'` f: f ,�•'3 �� I � /1 - _ 9.04.13 SD FLOOR PLAN with GRADING x FENCE Fs,fl 9.5-13 SD: Issued to Crystal Springs 9,9,13 SD: Issued to Owner 30' SETBACKa7 I 9.19,13 SD: Issued to Kaup Engineering k ~ I ! 10.14.13 DEMO Permit Submission I t 11.7.13 FOR CONSTRUCTION 1.13.14 PITKIN COUNTY SPR 3.19.14 PITKIN COUNTY SPR Saddle of Sopris 160 degrees South Project No: 1109 Right Peak of Sopris: Drawn By: MEH 165 degrees South Cir of Valley: 193 degrees South SITE PLAN - NEW BUILDINGIACTIVITY ENVELOPES 15 30 60 Site Plan - Activity Enve'lope 4( New Building ACKNOWLEDGEMENT APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY COUNTYOWNERS PITKIN OF THE EXISTENCE OF • •• AND • • r ANY • 1 THAT MIGHTAFFECT PROPERTY,IMPROVEMENTS, AREAS +Mr PITKIN THE USE ANDw 1 THEREOF. PROVISION OCCUPANCY COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. w A r • ♦NT yy, A?. COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS ACTIVITY ENVELOPE SITE PLAN HAS BEEN REVIEWED AND wrwOi 'r PITKIN DEVELOPMENT APPROVED _Jf�4 DAY OF .2014 -SUBJECT TO ♦ 7►2014 RECORDED ADMINISTRATIVE rP -. RECEPTION 144 ro 9i,� t .1.► & .. DIRECTOR 11,aA w DEVELOPMENTCOMM' INITY ++ • +. a*lr :Y M r. i t CERTIFICATE . ANPRECORDER'S THIS ACTIVITY ENVELOPE+ PLAN 1 BEEN ACCEPTED FILING OF • THE OFFICE F THE CLERK } r • •. COUNTY OE ." `! ! J r a r. O'CLOCK, tfM THIS COLORADO,IN 1 w STATE j►r'201 �. � • '—DO) * ti -v- t! w r. ,_ RECORDER SE r jt f M } LU t k.., ty1r" i r~s.. •i CNJ Ct7 C�'+N CJ"2 rte. 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FENCE � A,PITKIN COUNTY, COLORADO. j � , � {n . x `�� •yj f 'gyp* �`L''i "�y, r�'f'/ �fl •:9'�` 13�n £�; r'?S�>,� 1 - r, .>'.' •,� f � '�..f�.s''`, '', ,:cy .r � lYsr � h�� s�r, y' �� Fsi< !' <#, � � 1 �� - "'•` -. .Y�f/rr�7 s ✓`�''sas .� ��.','r9%'s''�z� .!r � , .r-� k_ .,{�rr �^s � r?s�£ I V ! 1 1 � Rafe iSSUf:Ci f91' ^.- j�.,,,,r�#3 tx£;� M r r•s.. i fi.� >J>'• •s, <s ! 4' ! r 8.26.13 SD FLOOR PLAN WITH ANGLE `' 'f .� r '` �/.,f fs ' vh '' S i � '`il � :rli/u 'fir'` f: f ,�•'3 �� I � /1 - _ 9.04.13 SD FLOOR PLAN with GRADING x FENCE Fs,fl 9.5-13 SD: Issued to Crystal Springs 9,9,13 SD: Issued to Owner 30' SETBACKa7 I 9.19,13 SD: Issued to Kaup Engineering k ~ I ! 10.14.13 DEMO Permit Submission I t 11.7.13 FOR CONSTRUCTION 1.13.14 PITKIN COUNTY SPR 3.19.14 PITKIN COUNTY SPR Saddle of Sopris 160 degrees South Project No: 1109 Right Peak of Sopris: Drawn By: MEH 165 degrees South Cir of Valley: 193 degrees South SITE PLAN - NEW BUILDINGIACTIVITY ENVELOPES 15 30 60 Site Plan - Activity Enve'lope 4( New Building F ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY 00 1 W WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY IT CT I iCEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. TV Llf T �� CONTOUR INTERVAL 4 TRACT OF LAND SITUATED IN LOTS ||. 12 AND 16 OF SECTION 15. TOWNSHIP 8 SOUTH. RANGE 88 WEST OF THE 6TH PRINCIPAL MER|D|AN, P|TK|N COUNTY. COLORADO. LYING EASTERLY OF A 25 -FOOT ROADWAY. DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID ROADWAY WHENCE THE SOUTH OUARTER CORNER OF SAID SECTION 15 BEARS S. 78" 44' 58 W. 1320.03 FEET/ THENCE N 21" 49' E. 144.47 FEET ALONG THE EASTERLY LINE OF SAID ROADWAY: THENCE N. 24" |g' 30 E. 320.45 FEET ALONG THE EASTERLY LINE OF SAID ROADWAY, THENCE S. 45' 22' 56 E. 529.1/ FEET: THENCE S. J|" 51' 51 W. |hD.00 FEET: THENCE N. 74" 33 39 W. 569.59 FEET TO A POINT ON THE EASTERLY LINE OF SAID ROADWAY. THE POINT OF BEGINNING. THE ABOVE DESCRIBED TRACT OF LAND IS SUBJECT TO A DITCH RIGHT-OF-WAY 15 FEET IN WIDTH. BEING 7 1/2 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: 8BS|NN|N8 AT A POINT ON THE SOUTHERLY LINE 0FTHE ABOVE DESCRIBED TRACT OF LAND WHENCE THE SOUTHWEST CORNER THEREOF BEARS N. 74" 33' 39 W. 20.94 FEEL: THENCE N. 42" 20' 56 E. 91.75 FEET: THENCE N. 41" 42` 12 E. 30.57 FEET. THENCE N. 23" 53^ 53 E. 29.51 FEET: THENCE N. 05" 20' 08 E. 86.54 FEET: THENCE N. 20" 15 O| E. ||4.37 FEET' THENCE N. 23" 51' 08 E. 104.12 FEET TO A POINT ON THE NORTHERLY LINE OF THE ABOVE DESCRIBED TRACT OF LAND. WHENCE THE NORTHWEST CORNER THEREOF BEARS N. 45° 22' 56 W. 39.02 FEET. THE ABOVE DESCRIBED TRACT OF LAND CONTAINS 4.00 ACRES. MORE OR LESS. | HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SURVEY MADE UNDER My SUPER IN SEPTEMBER OF 2013 OF THE LAND LEGALLY DESCRIBED HEREON. THE BUILDING WAS FOUND TO BE LOCATED ENTIRELY WITHIN THE BOUNDARY LINES OF THE PROPERTY. THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS. EASEMENTS. RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO WE AND ENCR0ACHWE GE PREMISES ARE ACCURATELY SHOWN HEREON. CLOSURE IS LESS THAN |/ 06 JAMES F. RES EYS 10-15-13 / �� / �� T��O�� 4� C��EEX RANCH �� ' ��'��l��~��%��l��m�� 0��l�wn�r -.�- �� x / 636 N. THOMAS RD, [.ARBOWDA|E' (~0OA4D0 �� v�� l�� / �/. �� / }�k�[� F. �[�� L.S.C�|�� umv/�-� / . /`�-uu` �_��/u—r ||O| VILLAGE RD, CAABONDAiE, CO 81623 970-925-2688 � ( 'IN DATE: 1551JE/I 10-241-15 PROGRESS 11-7-15 PERMIT SUBMITTAL S-28-14 REVISION I I SCALE11: 1/411 = I FOUNDATION 4 MAIN FLOOR t=RAMINC7 PLAN 1-0 Zo iR :F: 7 1� SaALE": 1/4" = I' -o" 11 MAIN LEVEL FRAMINCS, PLAN EWQL�.� *-J�v DATE: 155LEAREV: 10-2q-15 F"OORESS II -7 -Is PEWIT SUBMITTAL 5-290-44 REVISION I 1� SaALE": 1/4" = I' -o" 11 MAIN LEVEL FRAMINCS, PLAN EWQL�.� *-J�v ..... ...... ( 15GALE11: 1/411 = 11-0" ROOF FRAMING PLAN s,H STRUG MRAL GENERAL NOTES HOLSTROM RESIDIiN00 t1 -5-I9 A. DESIGN LIVE LOADS 1. SNOW SO PSF (ELEVATION 65007 2. RESIDENTIAL 40 PSP 9. WIND, WIND SPEED AO MPH ( SECOND OUST) EXPOSURE S 4. SEISMIC CATEGORY 8 B. DESI&N GORES L INTERNATIONAL RESIDENTIAL GORE (200q) 2. AGI 13UILDINO CODE (AGI 916-08) S. AIS' STEFJ- CONSTRUCTION MANUAL 04th EdltkW 4. AiTG TIMBER GONSTRUGTION MANUAL (4th Edition) 3/I6" STIFF PL C. FOUNDATION NEA BUILDING FOOTINGS HAVE BEEN DESI&NED FOR AN ASSUMED MAXIMUM ALLOMA ME SOiL BEARING PRESSURE OF 2000 PSF, PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. THE OWNER SHALL RETAIN A SOILS, M46iNEER TO INSPECT THE BEARiN6 SOILS EXPOSED DURING EXCAVATION TO VERIFY PM16N ASSUMPTIONS AND BEARING SOILS. PROVIDE FOUNDATION DRAIN AND UNDERDi RAIN SYSTEMS AS RECOMMENDED BY THE! SOILS ENOINEER. PREGA UTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. PROVIDE UNDER SLAB DEWATBRIN6 PER SOILS REPORT. NO FOOTINGS MAY BE POURED UNTIL THE SOILS ENGINEER HAS GIVEN A VERBAL SUMMARY TO THE STRUCTURAL EN61NEM D. CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE GONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE SUILDiNG GORE (AGI 918-08) ALL 00N BTE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 26 DAYS AS NOTED BELOW, CONCRETE FOR PO4MNSS OR WALLS 9000 PSI IN 26 DAYS. GONIGRETE FOR Tex -STRUCTURAL EXTERIOR SLAB ON GRADES 9500 PSI IN 26 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON 6RADE. ALL SLikag ON 61RADE SHALL HAYS CONTROL JOINTS (Ka*1W OR SAW GUT) AT MAX. 20'-0" O.G. EACM WAY UNLESS SHOWN OTHMAISE ON PLAN. REINFORCIN6 BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OP REINFORCING SHALL Be MADE AND NO WELDING OF REINFOR oIN6 SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, MNiEi M PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAD. PROVIDE BARS OF EQUAJ. SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - *5 BARS WITH A MINIMUM OF 2'-O' PROJECTION BEYOND THE SIDES OF ALL. OPENINGS IN WALLS, BEAMS ANC? SLABS. /1;�)I STEEL 5EAM BEARING ON Y OOD BEAM 4 ELEVATION TSG24"OC :KOUT 4" _ T BEAM = SEE PLAN,14-1 ifl O } IEE" 41 THRU BOLT (5) 3!4"10 EPDXY GROUTED BOLTS (EMBED=6" INTO GONG WALL) ONO WALL SEE PLAN �GUSTOM STEEL BOOT PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINPORCIN& AT POSITIONS SHOMM ON THE " 3/4" = I'-0" PLANS. MEL OW WIRE FABRIC SMALL CONFORM TO ASTM AIM. LAP WIRE FABRIC, REINFORCEMENT 5t_bm_ IY ONE FULL MSH PLUS 2" AT SIDES AND ENDS AND WIRE TO&ETHEiR. ANCHOR BOLTS FOR BEAM AN17 10-2x-13 COLUMN SEARING PLATES SMALL CONFORM TO ASTM A30'7 AND BE PLACED WITH SETTINi& 2x6 PT SILL PL YVI'S/0"�? x Io" _ TEMPLATES. BOLTS G 32' O.G. E. CONCRETE MASONRY SSE SOILS REPORT FOR POSITIVE ALL. CMU'S SHALL CONFORM TO ASTM GAO. CMUS USED SELOW GRADE AND ALL EXTERIOR WALLS . T INAI-L= SLOPE AWAY FROM FOUNDATION� SEE PLAN ROOF RAFTER SHALL BE GRADE N -I. INTERIOR 00NGRETE MASONRY UNITS NOT EXPOSED TO AEATHER OR EARTH MAY BE GRADE N-1 OR S-1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR SEARIN6 WALLS SHALT. 2) O5 x CONT HORIZ T45 SEE PLAN CONFORM TO ASTM 2110, TYPE S. GROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE ( j MADE WITH STONE AGGREGATE AND SHALL DEVELOP 8000 PSI COMPRESSIVE STRENGTH IN 26 DAYS. t ( HORIZ 0 I6"OG ALL MASONRY SMALL DEVELOP 19x0 PSI ULTiMAT'E COMPRESSIVE STRENGTH Ow IN 26 DAYS. ROD Z GROUT IN VERTICAL SPADES IMMEDIATELY AFTER POURING AND A&AiN 5 MINUTES LATER. PLACE fj CONTROL JOINTS IN GMU WALLS MAXIMUM 24'-0' O.G. EXCEPT GNU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD *DM-O-WAL" OR AUTHORIZED EWIVALENT SPACED _ _ 1_1 4 ( VERT w 12"OG AT 16" O.G. EXCEPT AS NOTED. VERTICAL REINFORGIN6 SHALL EXTENT FOR THE PULL HEIGHT OF THE l WALL. IN &ROU IED CELLS. &ROUT LIFTS SMALL NOT EXCEED 41-011 UNLESS CLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SMALL NOT EXCEED 8'-O". PROVIDE I - 05 IN CENTER OF GROUTED CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEEARINSS, JAMBS, EA'H SIDE OF CONTROL ,JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTED OTHERWISE ON PLAN. DOYeL GONG SLAB ALL VERTICAL REINPORGIN6 TO FOUNDATION WiTH DOMLS TO MATCH t^iALL REINFOR61N6. aEE PLAN PROVIDE 2 - #5 CONTINUOUS HORIZONTAL IN 8" DEEP $ROUTED SONO SEAM AT EAC44 FLOOR AND 1 1/2" ROOF LAS AND MIN 46' LONG BELOMI ALL SEAM BEARINGS. REINIFORGIN & BARS SHALL CONFORM T CONC= TO ASTM A615, &RADE 60. AT SPLICES, LAP BARS 40 DIAN TERS. AT CORiM RS AND INTERSECTIONS, _ • MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGSr.�EE ' I_� P!- • • AN IN WALLS, PROVIDE I - *4 TO EXTEND A MINIMUM OF 24" BEYOND ED6E OF OPENING. 11 F. STS. ALL STEEL. SHALL C0WORM TO ASTM A4A2-50 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM t� SEE PLAN 1/4" x 3" x 6" STEEL SEE OF SOILS REPORT FOR TAB PLATE 1 SIDE I ASOO (GRADE S) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A59 (&RADE 8). ALL.. SHOP '— • SLAB SASE SPEC EACH RAFTER (2) C42NNtECTIONS SHALL BE MELDED. FIELD GONNEGTIONS SHALL EE STANDARD PRAMED BEAM FOUNDATION DRAIN TO I—� C NNECTIONS WITH MAXIMUM NUMBER OF ASTM A925 9/4' DIAD BOLTS TO PIT BEAM IN SINGLE ROW AND SHALL CONFORM TO ASTM A525 UNLESS OTHERWISE NOTED. ANUiOR BOLTS SHALL DAYLIGHT. SEE SOiL i I !f2"'� THRU BOLTS. REPORT. �a & !2' O.G. STEEL SHALL BE TAILED. FABRICATED AND ERECTED IN CONFORM TO ASTM A-04". STRUCTURALDE #5 X LWL GI2'"OG ACC RiOR ANGE WITH LATEST PROVISIONS OF THE AIS' MANUAL OF 911ML CONSTRUCTION AND AIS' GORE OP STANDARD PRACTICE. SHOP DRA AIN6S SMALL BE SUBMITTED TO THE ARGMIT'EGT OR =' # j �- Qr • ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL. DETAIL F_AGM BEAM, APPLICABLE! A WTIONS, LAYOUT, AND BRACING. USE MEI.DERS MEETING THE REWIREMENTS OFIN, )-#'3XGONT CONN "STANDARD "STRUCTURAL bo_T FTGTHE AWS QUALIFICATION PROCEDURE". COMPLY WITH AM 01.1 MELDING a000 -- - PLANAPPROVED CODE." ALL MIEt.DS SHALL BE E70XX TYPICAL UNLESS NOTED OTHMAISE. PRIME ALL STEEL. WITH o°bsoo°atE PRIMER. TOUGH -UP PAINT AT EXPOSED BOLTS, :'BL DS, AND A SHOP PAINT AREAS. �oao000� j DRY PACK OR GROUT FOR SEARING PLATES SHALL SE SHRINK RESISTANT MvOS O 159 OR BOLTS SHALL BE *MJ -IT* "RED HEAD", � VVED6E •0000�oa o` if �o�ob0000r`—1 TYPE, t TOLLED IN AiClro RDANCE ITHW THE NUFACTURERS RE IUISION � — �� 6. STRUCTURAL WOOD FRAMING _ 4 ♦ M Pb = 1900 PSI Fv = 65 PSI E >e 1600000 PSI $14" _ !'-O" SiZES SHOMM FOR STRUCTURAL. WOOD FRAMIN& ARE NOMINAL SiZES. PROVIDE SOLID SLOGKiN& 10-2x-13 BETWiS3N ALL JOISTS AND RAPIERS AT SUPPORTS AND MINIMUM I X 4 CROSS BRID&IN6 AT NOT IWI-IJ MOIRE THAN 8'-O" O.G. BETAMN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE `> JOISTS UM29 R ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID SLOGKINS UNDER ALL Q Lt. IN PARTITIONS RUNNING P�(GUlAR TO JOISTS, PROVIDE BRIDGING AT NOT MORE THAN 6'-O'" O G. - - FOR STUD MAILLS NOT COVERED BY SHEAT'HIN6 OR WALL. COVERINGS MEET'!N6 USG MINIMUM REQUIREMENTS PER UBC, SECTION 25t7 (cil.'t. CONNWTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPAW CONNECTORS BY OTHER MANUFACTURERS SHALL Be DEEMED AS EQUIVALENT IF THEIR RATED CAPA:GITY iS EQUAL TO OR 6REATER THAN THAT OF THE Z CONNECTOR SPEGiFiED. FOLLOW MANUFACTURER'S RECOMMENDATIONS POR NAILS AND BOLTS. fj ALL NAtLINS NOT NOTED SHALL BE AIGGORDING TO TABLE 23-11-9-1 OF THE! UNIFORM BUILDiN& Gam. PLYAOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL Be APA GRADE TRADEMARKET.? COX WITH EXTERIOR SLUE. LAY UP PLYWOOD WiTH PACE 6RAIN PERPEMICULAR TO SUPPORTS AND l STA66ER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE R�2tJiREMENTSI USE THICKNESS SPANANDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF $/411 48/24 8d A 6" O.C. 8d A 1240.0. SLOPED ROOF 5/8' 82/16 8d a 6804'. 8d o12" O:' FLOOR 5/4" Tt6 48/24 8d 6 6' O.G. 6d o12104. SHEAR WALL. I/2" 24/0 8d 6 4" O.G. 8d *10" O.G. ALL ED6%5 OF SMEAR WALL SMEAT'HiN6 SHALL BE BLOCKED. GLUE LAMINATED BEAMS SMALL BE FABRICATED WiTH LUMBER OF EITHER DOUGLAS FIR/LARCH OR SOUTHERN PINE. LAMINATED MEMBERS SHALL. BE DESIGNED AND FABRICATED IN ACCORDANCE WITH "THE STANDARD SPEGIFICAMONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED LUMiEIW PUBLISHED BY THE! AiT' AND TIE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT lv h S TO BE EXPOSED SMALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL EM 19UILT IJP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR 6LtE LAMINATED MEMBERS. ALLOWABLE UNIT STRE55C-SSS FOR DRY CONDITIONS OF USE REQUIRED SHALL BE AS FOLLOM s MEMBERS STRESSED PRINCIPALLY IN BENDING (SEAMS, GIRDERS) - COMBINATION 24F Fb a 2400 PSI Fv is 165 PSI E = 1800000 PSI. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR OANTI eval ED BEAMS. FABRICATED WOOD JOISTS I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD VVE93S GALLED FOR ON THE DRAWINGS AS 'TJI/' ARE AS MANUFACTURED BY THE TRUS- JOIST CORPORATION OF SOISE, IDAHO. FABRICATED WOOD JOISTS SHALL Be INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS FISCOMR NDATiONS. SUPPLY ALL PLATES, BLOCKIN&, BRID61", BRACING, STIFFENERS AND OTHER RELATED ITEMS AS REWMMMCW BY THE MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID SLOGKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO=LAM LUMBER SEAMS VERTICALLY LAMINATED VEND HEADERS AND SEAMS 19/4" THICK � XXX (D!5 GALLED FOR ON THE DRAWINGS AS 'M9.." ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION 3/4" = 11-0" OF BOISE, IDAHO. MiCRO=LAM MEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS JIMCOMt- N AT10N5. "eN MORE THAN ONE THICKNESS !S REWIRED, THE! MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACED 12' O.C. FOR MEMBERS WITH 14' AND GREATER DEPTH USE THREE ROWS. FABRICATED WOOD TRUSSES, PROVIDE ENGIN OPEN MEB ROOF TRUSSES! S AS PROFILED BY DRAWINGS. DESIGN TO CARRY LIVE LOADS IWIaAT'ED BY STRUCTURAL DRANNGS, FOLLOW REQUIREMENTS OF THE INTERNATIONAL BUILDING, GORE WITH A LOAD DURATION FACTOR OF 1.0 4 WITH A MAXIMUMA IASLE TOTAL LOAD DE FL WTION OF LJ560. SHOP DRAWINGS, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUOMI I IED TO T}fE EN OINMR FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN EN&I1R REGISTERED IN THE STATE OF COLORADO. SHOP DRAWINGS SMALL DETAIL EACH TRUSS TYPE, APPLICABLE GONNEGTiONiS, TRUSS LAYOUT 4 SRACiN9. TRUSS TO TRUSS CONN'EGTIONS TO BE DESIGNED 4 SUPPLIED BY TRUSS MANUFACTURER. SUPPLY ALL PLATES, SLOCKING, BRIPSIN ARAGiN6, STIFFENERS, BEARING ENHANCERS 4 OTHER RELATED ITEMS AS BY THE FABRICATOR. H. THE ARCHITECT MUST AUTH MZE ALL SUBSTITUTIONS. SUCH AUT'H OKIZATiON DOES NOT RF.LIEve THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. 1. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. J. 00 NOT BACKPILL ASAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON PRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. L. THE CONTRACT STRUCTURAL DRAWIN&S AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE M1EiN#OD OF CONSTRUCTION. THE CONTRACTOR SHALL E PROViDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DRAIN& CONSTRUCTION. SUCH MEASURES SHALL. INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION ViSITS TO THE SITE BY THE STRUCTURAL ENSINEER SHALL NOT INCLUDE INSPWTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL EN&INEL'R Be RESPONSIBLE FOR T'HE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQLEW-ES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PREGAU'TiONS AND THE PRO&RAMS INCIDENT THERETO. 3/4" = 11 -©ll N t/4 TfP PREFABRICATED TR L4x4xIf4 STEEL ANGLE U 1 SHOP WELDED INTO 3 SiDED BOOT AS SHOWN. (=--,xTfiRU85 BEARIN& DETAIL 5/411 = I1-0" SPADED DECKING BOARDS. /-SEE PLAN 12 SEE ARCH F- L i x I x 3/16 BRACING SAW CUT INTO RAFTERS PREFABRlGATE1 It ATTACH YVi (2) 114"4> x 2" SELF TAPPING SCREWS & EACH RAFTER. SEE PLAN. 2X 0 T BEAM r6 _ SEE PLAN 'V FITTED STIFF PLATE EACH SIDE. ( � I I I I 0 I 3116" TYP L----1- 6x6 COLUMN. / SEE PLAN STEEL 5EAM a RAFTER T LEDGE I/ SEE ARCH SEE PLAN FOR RAFTER SIZE L51/2x51/2x114" x O' -b" iV (2) 5/6"0 THRU BOLTS 4 (4) 5/8"4+ x 5" LAOS 0 FACE LEDGER CONNECTION 3/411 = i I -oil gK T WALL = _ SEE PLAN — - • i GI(R�` i! 3/8" x 3" x 10" STL KNIFE PLATE YV/ (2) 516140 THRU BOLTS. 3x LEDSeR SEE PLAN YV (5) 5PS25600 SCREMLS 0 16" O.G. INTO WALL SUDS. r - gol MI:,amit4 12 T PLATE= 4P SEE PLAN PLAN 12 !"ISEE ARCH 4 PR GF� TPL�'ffi� SEE PLAN T WALL = SEE PLAN T SILL JV SIS" 0 A BOLTS Co RIP TO 8" WiDTH :T a !6"OG aZ A 16110G :n I o°aoo�a 0 0 o a t O O O b b JOOOOOOOOOOL °ooaaO° °000000.,l 1000 o 10066 bbbb� z°o 000000° O`0O„OooI FOUNDATION DRAIN SEE SOILS REPORT �OR OTE: SEE ARCH HEEL I CvHT OF TRUSS TRUSS BEARING DETAIL 3/4" = 1'-0" COLUMN SEE PLAN (2-2X6 MIN) JO I ST HANG I N& ON LCW HALL - 3/4" = I' -O" T PLATE= r6 2 X 10 X 1'-6" RDWD SEE PLANV ASS CLIP SILL PLATE Mi/ 2 - EACH SIDE 5/4" 0 X 10" ANCHOR x BOLTS a� }PLAN FOR PTO 4 KEiNP its _ T FT& = I T—SEE PLAN • •,111 All r e 1�I� t�Ii�II fi��lii�ISEEIPLANI�tit �lit� 1 I FOOT�N SHALL BEAR ON UNDISTURBED NATURAL SOIL Tr•_brnl TYP GRANL SPACE GOL � FOOTING 2tnljl'L.ftg 3/4" = Ii -O" 3/6"x3,1x10" STL b x 6 COLUMN E----�'"�SEE PLAN KNIFE PLATT: 2X FULL WEIGHT KING STUD TO LAP TOP BARS ENGAGE 2X COLUMN (2) 5/$140 THRU MIDSPAN AND WD HEADER BOLTS a SETNBEN CAISSONS T PLATE=_ SEE PLA -NST ATE 3/44" X 5"LX r- M 2 -2X TOP PLATES 2X STUDS (FULL HEIGHT) (2) 016"OG (MAX) T WiN RO= — SEE ARCH #5 TIES x TYPICAL INOOD HEADER H*4 2x6 PT SILL PL WI 5/6"0 x 10" ,%'BOLTS & 52" O G. /— T WALLT WALL== SEE PLAN ------42) 05 x CONT HORIZ T45 HORIZ 0 I6"OG VERT & 1210G LEDGER 4 BOLTS %-SEE PLAN s' . 1. - r •t1�+i +► 2X6 PT SiLL PLATE W/ 5I8"OXIO"ANCHOR 13OLTS ® 521100. SEE ARCH FOR RECESS 2x10 PT LEDGER W/ 5!8"40 EPDXY BOLTS ® 921104. T DECK* SEE PLAN 2xIO PT JOISTS SEE PLAN. VERT G lis" OG CENTERED FOUNDATION DRAIN TO f,7917 HORIZ 0 16" OG DAYLIGHT. SEE SOILS j i 2-#SXCONT REPORT. }TOP 4 BOTTTOM T PIER r SEE PLAN OI- " VOID FORM BEYOND-lio - O b b N:RETE PIER S» PLAN ' 1 1/2" = 11-011 JOISTS$ HANE RS SEE PLAN #5 Xd DPL *12110c, 2'-6" T WALL = SEE PLAN GRADE BEAM X513; PLAN RMIWIATE fMINFORCING TTED FOR CLARITY BOTTOM BARS AISSON T.PIER SEE PLAN 101D FORM TYP NO PIER SEE PLAN l i I I I=I 15 j� E PLAN FOR FTiStREINF 9 HE I _ T.FT6 PLAN FOOTINI& TO BEAR ON NATURAL UNDISTURBED SOIL I SELOW FILL. BEE SOILS REPORT NOTE. $SAM POCKET WIDTH - BEAM WIDTH + 4" r -WOOD BEAM SEE PLAN 4 - #5 DOWELS I=i X FULL HT�. ci {III! 1 1 'III! -j' j5E M, -ITT--ITr- CONGRETE PIER DETAIL 5/4i1 = I` -O" ADD 2 - #5X4' -O" VERT TO O.F. OF-,, WALL 0 POCKET 5"1 .SEE DTL FOR WALL SEE PLAN L WOOD BEAM POCKET IIKT BEAM -_ SEE PLAN -,_—_w_—_---__, T BM PKT SEE PLAN _DOUBLE 2X PT SILL PLATE WJ 2-1/2"40 ANCHOR BOLTS W DATEi v 10-2x-13 Z IWI-IJ W `> Lu Q Lt. IN �O - - W DATEi v 10-2x-13 Z IWI-IJ W `> QQ 5-26-14 �O - - Z fj DETAILS AND l J 0 SCALE: DATEi ISSUE/REV: 10-2x-13 PROGRESS IWI-IJ PERMIT `> SUBMITTAL 5-26-14 REVISION I SCALE: AS INDICATED `> R, c - - DETAILS AND l GENERAL NOTE`° ELECTRICAL PERMIT APPLICATION 3 PITKIN COUNTY COMMUNITY DEVELOPMENT 130 S Galena St Third Floor Aspen CO $1611 INSPECTION LINE 970-920-5532 PH: 970-920-5526 FX: 970-920-5439 PERMIT NO. (Office Use Only) JOB ADDRESS 636 North Thomas Road, Carbondale, CO. 81623 OWNER PHONE Diamont Investments 970-620-5183 ELECTRICAL CONTRACTOR MAILING ADDRESS PHONE Xen Technology Group, LLC P.O. Box 1995, Basalt, CO. 81621 970-510-0064 BUILDING PERMIT # OCCUPANCY GROUP ELECTRICAL VALUATION SQUARE FOOTAGE 0014.201 CIDRSK I $3,395.72 2434 USE OF BUILDING ❑ COMMERCIAL 19 RESIDENTIAL CLASS OF WORK ❑ ADDITION ❑ ALTERATION A NEW 0 CONSTRUCTION ❑ SOLAR ❑ OTHER 1 SERVICE 1 DESCRIBE WORK IN DETAIL (For additions, alterations, indicate type, number and location of source of circuits) Low Voltage Pre -wire - Wiring for Television, Phone/Data, Audio, Satellite TV antenna Rough -in and trim plates only contracted at this point. No hardware has been spec'd OWNER: The undersigned applicant to personally perform electrical work on the described property or residence hereby certifies, as a condition of issuance of such permit, that the above Jescdbed property or residence is owned by the applicant' th tthe applicant is not engaged in the business of construction or remodeling• and nor is it rental property [occupied or to be occupied by tenants whether transient or permanent] norwill it be such property is not intended far sale or resale pi generally open to the public. It is understood that compliance with these assurances is a condition of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S. Section 12-23-111 (2) (as amended). and that failure to comply herein will be grounds for revocation of the electrical permit or any certificate of occupancy issued with respect to the property or residence described. DO NOT SIGN THIS SECTION IF YOU ARE A LICENSED CONTRACTOR. Signature of Owner Date: NoteEngineer stamped electrical one -line plan required if service is over 400 amps. Low voltage drawings must be done by NICET engineer. PAYMENT OF PITKIN COUNTY USE TAX Use Tax Permit Fee Double The General Contractor or Owner Builder is required to pay a Use Tax Deposit to Pitkin County (.5%) on the building permit valuation at time of issuance. All sub -permits pulled undera building permit are paid by this deposit payment and shotdd not pay Use Tax. Stand alone sub -permits are (J U r,,/ 1J required to pay a Use Tax Deposit to Pitkin County (.5%) Deposit .5% of 500% of project valuation. Approved by Fire Marshal ❑ Project Valuation (includes labor) $ Date: Exempt: Exempt Organization Approved by HPC ❑ Tax Exempt ID Number Property liens may be placed on the owner's andlor the contractor's property Date, when Use Tax is not paid. ELECTRICAL CONTRACTOR Building Department Acceptance For all work done under this permit, the permittee accepts full responsibility for comp6iance with the National Electnc Code and County resolutions, and/or state laws, whichever applies. Permit f subject to revocation or suspension for violation of any governing same. An accepted final electrical inspection shall be obtained prior to using the electrical system. A final electrical inspection shp II Ve requested ithin 48 hours after completing an electrical ination. Approved By: t ` Date: - y 40 Signature of Electrical C tractor Gate Permit Validation Date Receipt # Total kw 1 .::z •� Pari[ Name U1J �tTIKIly Pitkin County Community Development Permit Contact Form COUNT4 130 S Galena St, Aspen, CO 81611 Phone (970) 92.0-5526 Fax (970) 920-5430 4 6 2 0 15 KEE COMMUNITY DEVELOPMENT Once your permit application has been reviewed and is available forpick-up, you will be notified and advised of any fees due at issuance via email. In the circumstance that an email notification is unpreferable, we will notify you by phone. ComUev/County/Admin/Forms/Admin Forms Updated 1/9/2015 Pitkin County FEB 1 1299 Comms r* Development i� CONTACT INFORMAnON 11rimary Contact Nana E-mail Address V%A V1 -i ec k &- 5 to 'l - L C) v� Alternate E-mail Address �— Phone Alternate Pho e 9 ©CIS S`7C 3 7d- o . Name E-mail Address Alternate E-mail Address Phone 'i 7v - 6r9 Sia Alternate Phone 70 - SI a Please proAde any additional information that may help Les contact you for any questions regarding your permit application. 1- e-6 Tc—Mo ,_,1y CC i P For Office Use "y Job Address: Permit No. Bate: ComUev/County/Admin/Forms/Admin Forms Updated 1/9/2015 Pitkin County FEB 1 1299 Comms r* Development i� w,l A- 15'pITCH EASEMENT \ `pro, b., \ ry0 �� / l 30' SETBACK � \+ WIRE FE E TOP OF \ EXISTING BERM%� +\ k AREA TO BE REGRADED \ (SEE TOPOGRAPHY PLAN) DITCH/LEACH FIELD/DRIVEWAY ACCESS ENVELOPE REGRADING AND RESTORATION OF VEGETATION 77,500 Sq ft POWER POLE G_P a9 EXISTING LEACH FIELD \ O�eO .,,Z' 172'-91, , e 0 �0� �`9 y,\ - BUILDING ENVELOPE N WOW 00000 6100"'so i 62,000 Sq ft ff A- I woo woo woo ► +!� PROTEB� GROUP OF SERVI E BERRY o„ / Now olooloo -3i / ♦ ♦ \ EXISTING 1,000 GALLON SEPTIC TANK♦ \ NEW WASTE LINE W/ CLEANOUT ♦ �' WIR ENCFX/ 50'SETBACK ' I / PRTECT OFTREESGROUPING %% - - •` \ \ 30' SETBACK + PROTECT TREE NEW HOUSE ♦ +\ i l WIRE FENCE } 15' �TCH EASEMENT i / 165''-0„ �k _k �k ASPHALT DRIVEWAY TO REMAIN PROTECT TREE 120'DRIVE AY EASEMENT � J ~� PROTECT TREE NEW ENTRY COURT EXISTING HOUSE TO BE REMOVED / \ l \\ (SHADE LIGHT GRAY) EXISTING ASPHALT EXISTING \' TURN AROUND TO GARAGE G / \ \ / REMAIN i - TO REMAIN. ` + / A DRYW CONVERTSWIMMING POOL INTO (SEE LANDSCAPE ARCHITECTS DOCUMENTS) / PROTECT�REE TOP` FEXISTINGBERM PROTECT EXISTING BURIED PROPANE TANK O REMAIN) ------- - ---------_------- / 4.159 AC+/- k AREA TO BE REGRADED (CALCULATED 9 181,166 Sq 1t) / (SEE TOPOGRAPHY PLAN) / A TRACT OF LAND SITUATED IN , LOTS 11, 12, &16, SECTION 15, �ftwft / T. 8 S., R. 88W. OF THE 6TH P.M., W14 FENCE ` PITKIN COUNTY, COLORADO. / \ ` NATURAL DRAINAGE FLOW "- WIRE FENCE � ` r mak_/ 5\59, 30'SETBACK 285•.0„ �k _ \ '- ^ � ' mak\ SITE PLAN - NEW BUILDING I Issued For A 1 II 1 II I / II SO FLOOR PLAN WITH ANGLE 9.04.13 I I 1 I I I I I 9.5.13 /it 1 it SO: Issued to Owner � I I I DEMO Permit Submission I 1 CL of Valley: 193 degrees South M IT WILL EXPIRE CODE INSPECTIONRFORMED WITHIN 6 MONTH PERIOD R 1 tell is Separate permits are required for electrical, plumbin , or mechanical wor Saddle of Sopris: 160 degrees South Right Peak of Sopris: 165 degrees South ii 15 30 60 022820 cV (D 00 CD U J Q Cr) m p't cco"L 00 X 49Ltet� RA APM O C13 )p � Z cn O Q_ These plans must be kept at building site or inspection aelays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. A4 ARCHITECTS LLC ,ORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mailaa4arc.com Pitkin County OCT 17 2014 Community Dwelopine'�' A4 Holmstrom Residence 636 North Thomas Road Carbondale, CO 81623 Date Issued For 8.26.13 SO FLOOR PLAN WITH ANGLE 9.04.13 SO FLOOR PLAN with GRADING 9.5.13 SD: Issued to Crystal Springs 9.9.13 SO: Issued to Owner 9.19.13 SO: Issued to Kaup Engineering 10.14.13 DEMO Permit Submission 11.7.13 FOR CONSTRUCTION 5.28.14 REVISION 1 9.30.14 Q PERMIT CHANGE ORDER (0014 2014 PRBK) Project No: 1313 Drawn By: B2 Site Plan -New Building A 1.0 4 Community Deveiopmer-i 0 2 2 8 Z U 1 4 Kfic HOLMSTRON REDISENCE 636 Thomas Road Carbondale, CO Sup * 0-2M / -Z' CORR. ROOFII I BM. PER ST COL. PER ST SEV i iuiv U 1 "=1'-0" \ D \ B G7.2 G1.2 A atm 1'-D" 02 282 01 4pa-IL Jtli I IUIN 1, 111-11-011 5 t l; I ON B 1 "=1'-0" WEST )ING SIDING W!1" CHINK REVEAL TYP. SHIELD (BLACK) PER STRUCT. DWGS. DS 3 WHERE OCCURS REEN WALL ASSEMBLY 1.0. 0�4" GAP) EPER IHIELD (BLACK) PER STRUCT. DWGS. )S EAST NORTH/SECTION THRU SHED ROOF NORTH S 0 U TIffnii 1/4"=V-0" HOLMSTROA REDISENCE 636 Thomas Road Carbondale, CO 00"1 01v �� STRUCTURAL GENERAL NOTES HOLSTROM RESIDENCE 11-5-15 A. DESIGN LIVE LOADS I. 5NOW 50 P5F (ELEVATION 65009 2. RESIDENTIAL 40 PSF 3. WIND: WIND SPEED CO MPH (S SECOND &IU5T) EXPOSURE B 4. SEISMIC CATEGORY B B. DESIGN GORES I. INTERNATIONAL RESIDENTIAL CODE (2009) 2. AGI BUILDING CODE (AGI 516-06) S. A15G 5TEEL CONSTRUCTION MANUAL (14th Editlar� 4. AITG TIMBER CONSTRICTION MANUAL (4!h Edlbl0n) 3/16" STIFF PL G. FOUNDATION NEW EUILDIN$ FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY DESISN A55UMPfIONS AND BEARING SOILS. PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS AS RECOMMENDED BY THE SOILS ENGINEER. PRECAUTIONS SHOULD BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. PROVIDE UNDER SLAB DEWATERING PER SOILS REPORT. NO FOOTINGS MAY BE POURED UNTIL THE SOILS ENGINEER HAS GIVEN A VERBAL SUMMARY TO THE STRUCTURAL ENGINEER. D. CONCRETE CONCRETE HAS BEEN DESS16NEP AND SHALL BE CONSTRICTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (AGI 916-06) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 26 DAYS AS NOTED BELOW: CONCRETE FOR FOOTINGS OR WALL5 5000 P51 IN 25 DAYS. CONCRETE FOR NON-STRUCTURAL EXTERIOR SLAB ON &RADE5 5500 PSI IN 25 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON &RADE. ALL SLABS ON &RADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW GIT) AT MAX. 20'-0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. R_INFOR-Co BARS SHALL BE ASTM A615 - &RADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDIN6 OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGIIHEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CARPER BARS OF EQUAL 51ZE AND 5PAGIN6 AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENIN&5 IN WALL5, BEAMS AND SLABS. I 5TEEL BEAM PROVIDE ALL AGGE-SfaORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE 3/4 I' -O" PLANE. MELDED WIRE FABRIC SHALL CONFORM TO ASTM AIDS. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND EN05 AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATE5 SHALL CONFORM TO ASTM A50-7 AND BE PLACED WITH SETTING TEMPLATES. E. CONCRETE MASONRY SEE SOILS REPORT FOR P051TIVE ALL CMU'S SHALL CONFORM TO ASTM CAO. GMUS USED BELOW GRADE AND ALL EXTERIOR WALLS SLOPE AWAY FROM FOUNDATION SHALL BE &RADE N-1. INTERIOR CONCRETE MASONRY UNITS NOT EXPOSED TO LEATHER OR EARTH MAY BE GRADE N -I OR S-1. ALL MORTAR FOR EXTERIOR WALLS AND INTERIOR BEAMING WALLS SHALL CONFORM TO A5TM 2-10, TYPE S. &ROUT FOR MA50NRY BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONE A60RESATE AND SHALL DEVELOP 5000 P51 COMPRESSIVE STRENGTH IN 26 DAYS. ALL MASONRY SHALL DEVELOP 1550 F51 ULTIMATE COMPRESSIVE STRENGTH (" IN 25 DAYS. ROD &ROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN CMU WALL5 MAXIMUM 24'-0' O.G. EXCEPT C.MI FOUNDATION WALLS. HORIZONTAL REINFORCIN5 SHALL BE STANDARD 'DUR-0-RAL" OR AUTHORIZED EQUIVALENT SPACED AT 16" O.G. EXCEPT A5 NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN GROUTED CELLS. &ROUT LIFTS SHALL NOT EXCEED 4'-0" UNLE55 GLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED W -O". PROVIDE I -MI5 IN CENTER OF &ROUTED CELL AT ALL CORNERS, INT5R5E0TIOFS, WALL ENDS, BEAM BEARIN65, JAMBS, EACH 51M OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 46"0.0. UNLESS NOTED OTHERN15E ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL REINFORCING. PROVIDE 2 - #S CONTINUOUS HORIZONTAL IN e" VEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 46" LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO ASTM AbS, GRADE 60. AT SPLICES, LAP BARS 40 DIAMETERSAT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALL5. PROVIDE I - #4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. BEARING ON WOOD JIJ ALL STEEL SHALL CONFORM TO A5TM A992-50 EXCEPT TUBE COLUMNS WHICH SHALL. CONFORM TO ASTM SEE PLAN A500 (&RADE 5) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A55 ($RADE 5). ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM FOUNDATION DRAIN TO CONNECTIONS WITH MAXIMUM NUMBER OF ASTM /1925 5/4' DIAMETER BOLTS TO FIT BEAM IN SINGLE DAYLIGHT. 5M 501L ROW AND SHALL CONFORM TO ASTM A525, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL REPORT. 15 0 12"0 CONFORM TO ASTM A50-1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN —I I I - ACCORDANCE WITH IST PROVI510N5 OF THE AI5G MANUAL OF STEEL CONSTRUCTION AND AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR _ _ (V a ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWIN65 SHALL DETAIL EACH BEAM, -III-o ° -- APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF oo - THE AWS "STANDARD QUALIFICATION PROCEDURE'. COMPLY WITH ANS DI.1 'STRUCTURAL DUEL V NG, CODE." ALL WELD5 SHALL BE ETOXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITHI ASo °co ED ol APPROVED PRIMER TOUGH -UP PAINT AT EXPOSBOLTS, M-05, AND ABRADED SHOP PAINT ARE. ->°oo oa, DRY PACK OR GROUT FOR BEARING, PLATES SHALL BE SHRINK RESISTANT EMSEGO 159 OR •OOo° 000° EQUIVALENT. EXPANSION BOLTS SHALL SE "WEU -IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDSE �0000QOQo owl TYPE, INSTALLED IN ACCORDANCE KITH THE MANUFACTURERS REQUIREMENTS. 6. STRUCTURAL WOOD FRAMING, m ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS PIR/LARCH 02 GRADED AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND NWA. TA HEAVY TIMBER FRAMING (DOUGLA5 FIR NO. I) 4 I G Fb - 1500 P91 Fv = 65 P51 E = 1600000 P51 3/ " I' -O" SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOOKIN& SETHMN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 GROSS BRID61N6 AT NOT MORE THAN &-0" O.G. Ee7V'EEN SUPPORTS EXCEPT A5 OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING, PARALLEL TO JOISTS AND 50LID BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.G. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL GOVERIN$5 MEETING UBC MINIMUM REQUIREMENT5 FM U50 SECTION 251T.(q).'1. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EOUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE AIONS FOR NAILS AND BOLTS CONNECTOR SPECIFIED. FOLLOW MANUFACTURERS RECOMMEND T ALL NAILING NOT NOTED SHALL BE AGGORDIN& TO TABLE 25 -II -15-1 OF THE UNIFORM BUILDING CODE. T WALL s SEE PLAN PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL S-EATHHING SHALL BE APA &RADE TRADEMARKED BOLTS COX WITH EXTERIOR SLUE. LAY U= PLYWOOD WITH FACE &RAIN PERPENDICULAR TO SUPPORTS AND T. WALL - STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. SEE PLAN REFER TO TABLE BELOW FOR USE REQUIREMENT'5. _ 1Q SEE PLAN SEE PLAN. USE THICKNESS SPAN/INDEX EDGE NAILING INTERMEDIATE NAILING —III—III—III — _I FLAT ROOF 5/4" 46/24 bid o 6" O.G. ad a 12"O.C. SLOPED ROOF 5/5' 52/16 6d o G•O.G. 6d •12. O.C, - FLOOR 9/4" T46 46/24 ad 0 6" O.G. 6d a 12"04. SHEAR WALL 1/2" 24/0 6d a 4'0.0. bd 010" O.G. _ ALL EDGES OF SHEAR WALL SHEATHING, SHALL BE BLOCKED. XGOIZNT GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR&ARCH OR —2-M � TOP 4 BOTTTOM T PIER = SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH . SEE PLAN ,,THE 5TAN12ARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE SEE PLAN LAMINATED LUMBER" PUBLISHED BY THE AITG AND THE APPROPRIATE LUMBER PRODUCERS' 0 ASSOCIATION. "APPEARANCE &RADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED .�e°o SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE 0 00 BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR SLUE LAMINATED MEMBERS. UP USI °o Qoo.. `°` ALLT UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL AS FOLLOWS, ° MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMBINATION 24F ,000°ooO°OO°000, FI:, = 2400 P51 Fv - 165 FIN E = 1600000 P51. . ,000 000:0 — PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. ° �O°000°o°000c FABRICATED WOOD J015T5, 1 SERIES FABRICATED JOISTS WITH 5TRUCURAL WOOD FLANGES AND 000°°00000 FOUNDATION DRAIN PLYWOOD W®5 GALLED FOR ON THE DRAWINGS AS 'TJI/' ARE AS MANUFACTURED BY THE TRUS- _ SOILS REPORT J015T CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN SEE tlT U ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, BRIDGING, BRACING, 5TIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND 50LID BLOCKING, UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. MICRO -LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 5/4' THICK N 1=ND W>< 15 GALLED FOR ON THE DRAWINS5 AS "ML" ARE AS MANUFACTURED BY THE TRU5-JOI5T CORPORATION 5/4 1'-O" OF SOME, IDAHO. MICRO -LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH T MANUFAGTIRERS RECOMMENDATION5. WHEN MORE THAN ONE THICKNESS 15 REQUIRED, THE MEMBERS SHALL BE FASTENED T06ETHM WITH TWO ROW5 OF 16 -PENNY COMMON NAILS SPACED I2" O.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE WAS FABRICATED WOOD TRUSSES: PROVIDE EN61NEERED OPEN WEB ROOF TRUSSES AS PROFILED BY DRAWINGS. DESIGN TO CARRY LIVE LOADS INDICATED BY STRUCTURAL DRAMN&5, FOLLOW REOUIREMENTS OF THE INTERNATIONAL BUILDING CODE WITH A LOAD DURATION FACTOR OF 1.0 4 WITH A MAXIMUMALLOWABLE TOTAL LOAD DEFLECTION OF L/560. SHOP DRAWINGS, AN ERECTION PLAN, AND SEALED STRUCTURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CALCULATIONS SHALL BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO. SHOP DR," N65 SHALL DETAIL EACH TRESS TYPE, APPLICABLE CONNECTIONS, TRUSS LAYOUT 4 BRACING. TRUSS TO TRUSS GONINGEGTION5 TO BE DESIGNED 4 SUPPLIED BY TRUSS MANUFACTURER. SUPPLY ALL PLATES, BLOCKING, 8RID61NS9N AGING, STIFFENERS, BEARING ENHANCERS #4XGONT a NOc 4 OTHER RELATED ITEMS AS RECOMMENDED BY THE FABRICATOR H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE 21-0" THE CONTRACTOR FROM GONFORMANIGE WITH THE ]DRAWIN65 AND SPEGIFIGATIONS. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND #4X QI. ELECTRICAL CONTRACTORS. J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. ® Ib" OG K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT, L. THE CONTRACT STRTURAL DRAWIN65 AND 5FEGIFICATIONS REPRESENT THE FINISHED UC STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRICTION. THE CONTRACTOR SHALL E SEE DTL 1/95.1.1 / PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH FOR WALL ANI SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOAD5 DUE TO REINFORGIN6 CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RESPONSIBLE FOR THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. 5/4" = 1'-0" T5024"OG :KOUT _ TM - SEE PLAN a SEE PLAN FOR WOOD BEAM 4 ELEVATION A. U BOLT POW WILTS INTO GONG WALL) NG WALL SEE PLAN CUSTOM STEEL BOOT 5t_bm_Iv 2xb PT SILL PL W/ 5/8"0 x 10" BOLTS 65210.0. --_--- TWALL SEE PLAN ROOF RAFTER �(2J #5 x CONT HORIZ T45 SEE PLAN HORIZ o Ib"OG VERT o 12"OG GONG SLAB SEE PLAN T GONG= • • SEE PLANqtj 1/4" x B" x 6" STEEL .SEE SOILS REPORT FOR TAB PLATE I SIDE OF SLAB BASE SPEC EACH RAFTER W/ (2) 1/2"o THRU BOLTS. O 05 X `rDWL III / )-#SXCONT TFTC, = rmrIII—III E PLAN YARD 2x6016"OG STUD WALL W/ 1/2" PLYWOOD SHEATHING 2X6 P.T. SILL PL W/ /6"41X10"ANCHOR BOLTS a 32"OG T SLAB - • • SEE PLAN °°o°o °°ooa°o°o°o o°c I I F ° °c 0 Ib" OG - CENTERED III —III—,III-'I- -� - HORIZ o 16" OG 8„ - 2-"xGONT — TOP 4 BOTTTOM II—IIF I — Its X- VNL a 52"OG III N (ALTERNATE LEGS) • 6 T FT6 = SEE PLAN _ 2-*5XGONT �- FOOTING, TO BEAR ON SEE PLAN �, NATURAL UNDISTURBED SOILS -L ® GARAGE DET PLAN FOR SLAB 4 REINF bxb COLUMN. / SEE PLAN STEEL BEAM I/2" = I' -O" ST LEDGER EE ARCH SIM PLAN FORD RAFTER SIZE L 5 1/2 x 5 1/2 x 1/4" x 01-6" W/ (2) 5/6"0 THRU BOLTS 4 (4) 5/b'4+ x 5" LAGS o FACE _ IN REPORT &RAPE 11-05/411 1 1/2" 4 9/4" iv I I = O 2X PREFABRICATED TRI SEE —I TYP I/4 L4x4xl/4 5TEEL ANGLE SHOP WELDED INTO 3 SIDED BOOT AS SHOWN. TRUSS BEARING 5/4" = I' -O" SPACED DEGKIN& BOARDS. `SEE PLAN 12 SEE ARCH I- L I x I x 3116 BRACING SAW CUT INTO RAFTERS PREFABRIGATEC ATTACH W/(2) 1/4"0 x 2" SELF TAPPING SCREWS 0 EACH RAFTER. SEE PLAN. 2X T BEAM SEE PLAN —' 1/4" FITTED STIFF PLATE EACH SIDE. I I I®I I I A I 3/16" TYP 5/8" x 5" x 10" STL -KNIFE PLATE W/ (2) 5/8"4) THRU BOLTS. Sx LEDGER SEE PLAN W/ (5) SPS25600 5GRENS a 16" O.G. INTO WALL STUDS. 2X6 WALL 2X6 PT SILL PLATE W/ 5/6"(FAO"ANCHOR BOLTS 0 52'OG. SEE ARCH FOR RECESS NOTE: SEE ARCH OR HEEL HEI6H OF TRU55 12 SEE All —\ \ Tp PLATE= TRAP SEE PLA PLAN 12 �5EE ARCH WALL FOUNDATIO SEE SOILS NOTE: SEEH=1(5 ARCH OR HEEL HEI&H OF TRU55 55 BEARING DF K CRIPPLE STUDS IWOG(MAX) LBUILTHJP M HEADER 5M PLAN HAILER PLATE COLUMN SEE PLAN (2-2xb MIN) SEE SOILS REPORT FOR POSITIVE SLOPE AWAY FROM FOUNDATION: 2x10 PT LEDGER W/ 5/b"m AJJ SLAB s SEE PLAN X— BOLTS 0 0 0 0 0 0 0 o c T. WALL - (EACH SEE PLAN bxb COLUMN. / SEE PLAN STEEL BEAM I/2" = I' -O" ST LEDGER EE ARCH SIM PLAN FORD RAFTER SIZE L 5 1/2 x 5 1/2 x 1/4" x 01-6" W/ (2) 5/6"0 THRU BOLTS 4 (4) 5/b'4+ x 5" LAGS o FACE _ IN REPORT &RAPE 11-05/411 1 1/2" 4 9/4" iv I I = O 2X PREFABRICATED TRI SEE —I TYP I/4 L4x4xl/4 5TEEL ANGLE SHOP WELDED INTO 3 SIDED BOOT AS SHOWN. TRUSS BEARING 5/4" = I' -O" SPACED DEGKIN& BOARDS. `SEE PLAN 12 SEE ARCH I- L I x I x 3116 BRACING SAW CUT INTO RAFTERS PREFABRIGATEC ATTACH W/(2) 1/4"0 x 2" SELF TAPPING SCREWS 0 EACH RAFTER. SEE PLAN. 2X T BEAM SEE PLAN —' 1/4" FITTED STIFF PLATE EACH SIDE. I I I®I I I A I 3/16" TYP 5/8" x 5" x 10" STL -KNIFE PLATE W/ (2) 5/8"4) THRU BOLTS. Sx LEDGER SEE PLAN W/ (5) SPS25600 5GRENS a 16" O.G. INTO WALL STUDS. 2X6 WALL 2X6 PT SILL PLATE W/ 5/6"(FAO"ANCHOR BOLTS 0 52'OG. SEE ARCH FOR RECESS NOTE: SEE ARCH OR HEEL HEI6H OF TRU55 12 SEE All —\ \ Tp PLATE= TRAP SEE PLA PLAN 12 �5EE ARCH WALL FOUNDATIO SEE SOILS NOTE: SEEH=1(5 ARCH OR HEEL HEI&H OF TRU55 55 BEARING DF K CRIPPLE STUDS IWOG(MAX) LBUILTHJP M HEADER 5M PLAN HAILER PLATE COLUMN SEE PLAN (2-2xb MIN) SEE SOILS REPORT FOR POSITIVE SLOPE AWAY FROM FOUNDATION: 2x10 PT LEDGER W/ 5/b"m 2 X 10 X I' -W ROM EPDXY BOLTS 0 32" O.G. SILL PLATE W/ 2 - 3/4" d X 10" ANCHOR T DE -CK'& BOLTS SEE PLAN (EACH PLAN FOR FTG, 4 REINF (Q 2x10 PT JOISTS 1Q SEE PLAN SEE PLAN. 91 15 VERT o Ib" OG T PLY - CENTERED m _ FOUNDATION DRAIN TO — Ib" Or, DAYLIGHT. 51� IRT. o m XGOIZNT CAw —2-M � TOP 4 BOTTTOM T PIER = . SEE PLAN - I�I SEE PLAN IIIIIIII #5 a 12" O.G. -III- 0 " VOID FORM BEYOND .�e°o 0 00 V LL ONGRETE PIER SIM PLAN ° o DECK 02282014' P,c74, T PLY = SEE PLAN T WALL = SEE PLAN T SILL W/ 5/b' 4P A BOLTS G RIP TO 5" WIDTH x a I6"OG LIZ a Ib"OG H JOIST HANGING ON LOW B/4" = I' -O" T PLATE= 2 X 10 X I' -W ROM SEE PLAN A55 CLIP SIDE SILL PLATE W/ 2 - 3/4" d X 10" ANCHOR 7— BOLTS U (EACH PLAN FOR FTG, 4 REINF (Q T FT6 - 1Q SEE PLAN I SPACE �.� 3/4'. = 1.�.. S/8"x3"xIO" 5TL KNIFE PLATE 2X FULL HEIGHT KIN& STUD TO (2) 5/8"� THRU ENGAGE 2X COLUMN BOLTS AND WD HEADER T PLATE= STEEL PLATE SEE PLAN 3/4" X 5" X 5" 2-2X TOP PLATES 2X STUO5 (FULL HM&FIT) (2) 5/5"0 EPDXY BOLTS �o 16"0G (MAX) (EM5ED=6") T WIN RO=ii I I—I 11- #3 TIES x SQUARE a 10" O.G. '- 4 - #5 DOWELS X FULL HT J.- NOTE, - NOTE: SEE 6 GENERAL NOTES —I FOR NAILING PATTERNS—I 0 I I I HEADER Hdr4 1 - 2xb PT BILL PL W/ 9/5"(P x 10" - -J I �BOLT5 a 52" O.G. m U THI - — - — - SEE PLANONCRETE PIER I 15 x CONT HORIZ TBS (3)p5/4 W = 1'-0" SEE PLAN GONG RETAINING WALL ADD 2 - #5X4' -O" VERT TO O.F, OFA WALL a POCKET 5" SEE PTL WE FOR WALL REI SEE PLAN OOD BEAM 'i 5/4" = I'-0" 46 SHALL BEAR ON URBED NATURAL SOIL NG LOWJIS & x 6 COLUMN (- SEE PLAN N LAP TOP BARS MIDSPAN BETNEEN CAISSONS h 1111 T WALL - SEE PLAN 6RADE BEAM V// –5 PLAN INTERMEDIATE REINFORCING, OMITTED FOR CLARITY LAP BOTTOM BARS /-�0 CAISSON =1 ' `,4" VOID FORM TYP GONG PIER SEE PLAN I III rSEE PLAN FOR FT&$REINF T.PT& SEE PLAN I�IIII FOOTING, TO BEAR ON NATURAL UNDISTURBED 501E BELOW FILL. SEE SOILS REPORT Pler_Ptg9 • NOTE: BEAM POCKET WIDTH = BEAM WIDTH + 4" 2: OD BEAM SEE PLAN f • i} T BEAM SEE PLAN ________ T BM PKT — SEE PLAN DOUBLE 2X PT SILL PLATE W/ 2-1/2110 ANCHOR BOLTS OCT 17 2014 C�;�rnlwne`y U�v�➢eFmel. V y_ _ 7— HORIZ a W'00 U VERT a 12"OG Q (Q LEDGER 4 BOLTS 1Q m SEE PLAN 91 Z T PLY - I I/2' m SEE PLAN 1111111 • o m 5EE PLAN —III CAw JOIST541HAN6ER5 _ • SEE PLAN IIIIIIII #5 a 12" O.G. -III- 0i #5 X`t DI012"OG Tr I-#5XGONT :21-611• V LL _ T FT& —III II �P •—III—III— _ • • SEE PLAN GONG RETAINING WALL ADD 2 - #5X4' -O" VERT TO O.F, OFA WALL a POCKET 5" SEE PTL WE FOR WALL REI SEE PLAN OOD BEAM 'i 5/4" = I'-0" 46 SHALL BEAR ON URBED NATURAL SOIL NG LOWJIS & x 6 COLUMN (- SEE PLAN N LAP TOP BARS MIDSPAN BETNEEN CAISSONS h 1111 T WALL - SEE PLAN 6RADE BEAM V// –5 PLAN INTERMEDIATE REINFORCING, OMITTED FOR CLARITY LAP BOTTOM BARS /-�0 CAISSON =1 ' `,4" VOID FORM TYP GONG PIER SEE PLAN I III rSEE PLAN FOR FT&$REINF T.PT& SEE PLAN I�IIII FOOTING, TO BEAR ON NATURAL UNDISTURBED 501E BELOW FILL. SEE SOILS REPORT Pler_Ptg9 • NOTE: BEAM POCKET WIDTH = BEAM WIDTH + 4" 2: OD BEAM SEE PLAN f • i} T BEAM SEE PLAN ________ T BM PKT — SEE PLAN DOUBLE 2X PT SILL PLATE W/ 2-1/2110 ANCHOR BOLTS OCT 17 2014 C�;�rnlwne`y U�v�➢eFmel. Lu V 7— U Q (Q 1Q m m 91 Z �.0 u "® q m o m loll CAw X- ff O O y Np LL 0 U 6 E Lu V 7— Q (Q 4-1--1 yyJ Z O V O F � a tn� V 1 DATE: ISSUE/REV: 10-29-15 PROGRESS II -1-15 PERMIT SUBMITTAL 9-50-14 PERMIT C+IANSE JOB �: 13063 50ALE: A5 INDICATED DI=TAILS AND 022s2014F&IL 2 NEW STEEL COL SEE PLAN SAW GUT EXISTING SLAB 2Z'� FOR NE:W FOOTIN(9. d x SEE PLAN FOR SIZE x 1/4 AND REINFORCEMENT = 3/4" BASE PLATE SEE PLAN V 3/4"mXIO" ANCHOR BOLTS R' EE PLAN FOR FTS, ! REINP O in - .. T FTG = it POUR NEW GONG NEW FOOTIN6 SHALL BEAR ON INTO VOID5 NATURAL UNDISTURBED SOIL (VIF BELOW EX15TINS SLAB NEW FOOTING ® STEEL COLUMN 9/4" = 1'-0" Co15_M4 m NOTCH TOP OF ML TO BEAR ON BOTTOM (2) ML BEAM. (1) EACH FLANGE 1/4" FITTED SIDE OF STIFF PLATE STIFF PL EA SIDE T. BEAM — 5EE PLAN • 3/Ib 3 SIDES (2) 1/2"(p THRU BOLTS SPACE 9" APART WOOD SHIM PLA /2 3/4"X5"X9" GAP PL W/ 7 I I 2-5/4"OBOLTS GOL BELOW SEE PLAN I I NEW STEEL BEAM TO COLUMN 9/4" = 1'-0" TIMBER5TRAND BLOCKING OVER I BELOW. T PLT = SEE PLAN SHAPED 2X PLATE W/ 1/2"m BOLTS e 24"00 STA66ERED T BEAM= - - — - SEE PLAN EXI5T'6 TJI RAFTERS SEE PLAN �'' y�B: 19�iE11� �,d6.°�.L'i n STEEL BEAM OCT i 7 ^4014 LL SEE PLAN �:wmmun� y C�v�l�Finarr� �Z NEW STEEL BEAM @ EXIST'G RAFTERS &"-fr)52 I I(A" = I.,W ^ 4 z of I11 iJ i L LI^^ I, INA `D V 6 0 DATE: ISSUE/REV- bxb COLUMN W/ 3/4' GAP $ PROSIRESS II -1-15 /4" &ALV STEEL SPACER PL'5 SUBMITTAL ® BOLTS. SEE ARCH PERMIT CHANE 1'-O" 4) 5/4"m x 12" ANCH BOLTS SPACE PER ARCH T Lo _ — — `SEE PLAN SEE SOILS REPORT FOR P091TIVE 5 T 2i x CONT HORIZ T6B SLOPE AWAY FROM FOUNDATION-,, HORIZ ® 16110C2'-0" (MAX) &RADE DIFFERENTIAL FROM UPHILL TO DOWNHILL OF WALL • ® 12"00 —VERT FIELD COORDINATE SLOT FOR —III—III I-1 I I COLUMN W/ ARCH ! ENG. ® 15"OG E1N. CONG SLAB SEE PLAN T GONG= SEE PLAN —III SEE PLAN FOUNDATION DRAIN TO —III DAYLIGHT. SEE SOIL—i REPORT. #5 9 12" O.G. 4 III _ 05 X `tLPNL®12"OG -I ISI III ry V-4" J )-X-15"GONT T FT& _ E PLA j °o�a�°°,°,o�ol • • •—I—I 1I— m NOTCH TOP OF ML TO BEAR ON BOTTOM (2) ML BEAM. (1) EACH FLANGE 1/4" FITTED SIDE OF STIFF PLATE STIFF PL EA SIDE T. BEAM — 5EE PLAN • 3/Ib 3 SIDES (2) 1/2"(p THRU BOLTS SPACE 9" APART WOOD SHIM PLA /2 3/4"X5"X9" GAP PL W/ 7 I I 2-5/4"OBOLTS GOL BELOW SEE PLAN I I NEW STEEL BEAM TO COLUMN 9/4" = 1'-0" TIMBER5TRAND BLOCKING OVER I BELOW. T PLT = SEE PLAN SHAPED 2X PLATE W/ 1/2"m BOLTS e 24"00 STA66ERED T BEAM= - - — - SEE PLAN EXI5T'6 TJI RAFTERS SEE PLAN �'' y�B: 19�iE11� �,d6.°�.L'i n STEEL BEAM OCT i 7 ^4014 LL SEE PLAN �:wmmun� y C�v�l�Finarr� �Z NEW STEEL BEAM @ EXIST'G RAFTERS &"-fr)52 I I(A" = I.,W ^ 4 z of I11 iJ i L LI^^ I, INA `D V 6 0 DATE: ISSUE/REV- 10-29-19 PROSIRESS II -1-15 PERMIT SUBMITTAL 9-30-14 PERMIT CHANE JOB #: 19063 SCALE: A5 INDICATED 51-034FAIM-1 53.2 ROOF PLAN NOTES: 1) COL BELOW OR COL ABOVE AND BELOW 2) ❑ GOL ABOVE 5) E JOIST HANGER 4) L— JOIST BEARING 5) T1GONG = BUILDING ELEVATION 00'-0" b) 77177 STEP OF CONCRETE OR PLYWOOD SURFACE 17 T) [XXX' -XX"] BEAM ELEVATION 8) OVERFRAMING q) DISCONTINUOUS BEAM CONTINUOUS BEAM 11) T PLATE= TOP OF 2X PLATE 110'-0" 12) ALL ROOF 5HEATHIN& WITH A 3:12 SLOPE OR GREATER TO BE 5/6" GDX PLYWOOD ALL ROOF SHEATHING WITH LESS THAN A 5:12 SLOPE TO BE 5/4" GDX PLYWOOD SEE GENERAL NOTES FOR NAILING 13) ALL COLUMNS (2)-2xb TYP UNO 14) ALL HEADERS (2)-2x10 TYP UNO 15) DO NOT SCALE DR-MIN(55 CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR M1551NG DIMENSIONS FOUNDATION PLAN NOTES: 1) TW -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION 5) TL -TOP OF CONCRETE LEDGE ELEVATION 4) h STEP TOP OF WALL 5) STEP — — STEP CONCRETE FOOTING � FTS ! b) t�4 VR ,, DATE: ISSUE/REV: 10-2q-15 E 11-1-19 PERMIT z SUBMITTAL q-90-14 d -1--d JOB #: 13069 Q m m' Z O "o `m n/ Q � c O $ � YYs F � J�J}zr,•11 a rn� V i tr nQ— LL O — T_ � o t�4 VR ,, DATE: ISSUE/REV: 10-2q-15 PROGRESS 11-1-19 PERMIT z SUBMITTAL q-90-14 d -1--d JOB #: 13069 Q s � o O = YYs F � a rn� V i O T_ t�4 VR ,, DATE: ISSUE/REV: 10-2q-15 PROGRESS 11-1-19 PERMIT SUBMITTAL q-90-14 PERMIT CHANSE ORDER JOB #: 13069 I SCALE": 1/4" = I GARAGE FOUNDATION S ROOF FRAMING PLAN 5.4.1