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HomeMy WebLinkAboutPlansabbreviations AFF Above Finished Floor AD Area Drain ARCH Architect(ural) BLDG Building BM Beam CFO Contractor Figure Out CIP Cast -in-place CJ Control Joint CL Center Line CLG Ceilingg CLR Clearance) CLO Closet COL Column CONC Concrete (Cast -in-place) CMU Concrete Masonry Unit CONT Continuous Or Continue CPT Carpet(ed) CT Ceramic Tile DIA Diameter DIM Dimension DS Down Spout DWR Drawer DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEC Electric(al) ELEV Elevator EQ Equal EQUIP Equipment EXH Exhaust EXIST Existing EXP JT Expansion Joint EXT Exterior FA Fire Alarm FACP Fire Alarm Control Panel FD Floor Drain FE Fire Extinguisher FIN Finish(ed) FLR Floor(ing) FLUOR. Fluorescent FO Face Of FOF Face Of Framing FR Fire Retardant FT Foot FTG Footing FDN Foundation GA Gage, Gauge GALV Galvanized GC General Contractor GWB Gypsum Wall Board HB Hose Bibb HC Hollow Core HDW Hardware HDWD Hardwood HI•R Header HM Hollow Metal HORIZ Horizontal HT Height H High HP High Point HR HW HVAC Heati ra tilating/AC D nside Diameter Hour Hot Water N(") nch NCL nclude(d), (ing) NSUL nsulate(d), (ion) NT nterior NV nvert JAN Janitor JT Joint KO Knock Out LAV Lavatory LH Left Hand L Length LP Low Point MATL Material(s) MAX Maximum MECH Mechanic(al) MFR. Manufacture(r) MH Manhole MEMB Membrane MINX) Minimum, Minute MISC Miscellaneous MO Masonry Opening MTD Mounted (N) New NIC Not In Contract NOM Nominal NRC Noise Reduction Coeff. NTS Not To Scale NO OR # Number OA Overall OC On Center(s) OD Outside Diameter OPG Opening OPP Opposite OSB Oriented Strand Board PT, PTD Paint(ed) PERF Perforate(d) P.LAM Plastic Laminate PL Plate PLY Plywood P.T. Pressure Treated PR Pair PVC Polyvinyl Chloride PSF Pounds Per Square Foot PSI Pounds Per Square Inch P.L. Property Line R Riser (R) Remove RA Return Air RCP Reflected Ceiling Plan RD Roof Drain RE Refer To REF Rfe(ence) REFR Reefrigerator REG Register REINF Reinforce(d), (ing) REQD Required RESIL Resilient RET Return REV Revision(s), Revised RH Right Hand RM Room Rough Opening Right Of Way Solid Core Square Foot/Feet Sheet Similar Specification Square Stainless Steel Sound Transmission Class Standard Steel STRUCT Structural T Tread TBD To Be Determined TEMP Tempered Thick(ness) Tongue And Groove Top Of Concrete or Curb Top Of Slab Top Of Wall Thermoplastic Polyolefin (membrane) Typical Unless Noted Otherwise 118W SC SF SHT SIM SPEC SQ SS ST STDC T&G TOC TOS TO W TPO TYP UNO VB VR VERT VG VCT W/ W/O WC WD W/D WP WT WWF Vapor Barrier Vapor Retarder Vertical Vertical Grain Vinyl Composition Tile With Without Water Closet Wood Washer / Dryer Waterproofing Weight Welded Wire Fabric graphic symbols 46.0' NEW OR REQUIRED POINT ELEVATION 461.0' EXISTING POINT ELEVATION (PLAN) ` 268 - EXISTING CONTOURS ELEVATION NOTED ON HIGH SIDE 320 NEW CONTOURS ELEVATION NOTED ON HIGH SIDE + TB 1 TEST BORING 7 Itoo-re ELEVATION LnEVISION O WINDOW TYPE 4 COLUMN REFERENCE GRIDS WALL, FLOOR OR ROOF CONSTRUCTION ASSEMBLY (01) 'N\f, KEYNOTE DASH & DOT LINE DASH & DOUBLE COT LINE DOTTED LINE 1 general notes 1. General Contractor shall review all documents and report any conflicts or omissions to the Architect for clarification prior to performing the work in question. 2. General Contractor shall verify all dimensions, grades and site conditions prior to commencing work. 3. During demolition and construction, when unanticipated structural conditions are revealed, notify the ctrChitect{Ur field review. 4. Dimensions are to face of stud, face of concrete and column centerline as indicated. Refer to enlarged plans for dimensions, detail references and interior elevation references within those areas. 5. DO NOT SCALE DRAWINGS. Dimensions shown take precedence over scale shown on drawings. 6. Maintain dimensions marked "CLEAR." Allow for thickness of finish materials. 7. Details and enlarged plans take precedence over smaller scale drawings. 8. Except where specific dimensions are indicated, the locations shown on the plans for plumbing fixtures, mechanical equipment, ducts, piping and fittings are approximate. The exact locations shall be determined by the contractor in accordance with manufacturer's recommendations and approved submittals, subject to approval by Architect. 9. Contractor shall furnish and install all stiffeners, bracing, blocking and supporting brackets required for the installation of all casework, toilet room fixtures and accessories, and all wall -mounted or suspended mechanical, electrical or miscellaneous equipment and furnishings. 10. General Contractor shall obtain approval of subgrade by Geotechnical Engineer prior to placement of concrete footings. 11. The drawings and specifications (i.e.; architectural, structural, civil, mechanical, electrical, etc.) are complimentary. Items shown in one location in the drawings shall be considered to be requirements of the contract for construction. In the event of a discrepancy between the drawings and specifications, or between different diciplines, the contractor shall seek clarification or interpretation from the architect. Where inconsistencies are not clarified prior to bidding the contractor shallprovide the better quality or greater quantity of work. 12. Plumbing fixtures and fittings shown and specified on the Drawings provide the "Basis of Design" for plumbing system additions and alterations. Plumbing Subcontractor shall design and provide all drain, waste, vent and supply piping in accordance with governing Codes and local best practices. Plumbing Subcontractor shall determine best methods for extending existing sanitary and domestic cold water supply to the proposed additions and alterations. Subcontractor shall submit for Architect's review and approval manufacturer's submittal information for all fixtures and fittings. BUILDING OR WALL SECTION REFERENCE DRAWING NUMBER ELEVATION NUMBER REFERENCE DRAWING NUMBER INTERIOR ELEVATION MARKER 4/A7xx SHEET REFERENCE i 7 1 DETAIL NUMBER ;LN:12,2 REFERENCE DRAWING NUMBER 302 ROOM/SPACE NUMBER 0101) DOOR DESIGNATION PROJECT NORTH 2 5 GRAPHIC SCALE (IN FEET) CENTER LINES, FLOOR LINES IN EXTERIOR ELEVATIONS, PROJECTED LINES PROPERTY LINES, BOUNDARY LINES BREAK LINE ARCHITECTURAL ELEMENT HIDDEN OR ABOVE 10 DISCONTINUOUS DRAWING materials legend 7 MYNA EARTH BRICK / MASONRY STONE VENEER CONCRETE STEEL ALUMINUM BATT INSULATION WOOD - FINISHED WOOD - ROUGH FRAMING, CONTINUOUS WOOD - BLOCKING, DISCONTINUOUS PLYWOOD project information PROJECT NAME HOLDEN HOUSE RESIDENCES DESCRIPTION 1. Remodel of existing structure for a two -unit residence 2. PROJECT ADDRESS Colorado Rocky Mountain School, Carbondale, Colorado, 81623 APPLICABLE CODES 2015 International Residential Code 2009 International Energy Conservation Code 2015 International Mechanical Code 2015 International Plumbing Code OCCUPANCY GROUP: Residential Group R-3 CONSTRUCTION TYPE: V -B GROSS BUILDING AREA (Outside Face of Framing) Existing First Floor Existing Second Floor Total Area IECC CLIMATE ZONE: 5B 1,908 s.f 274 s.f. 2,282 s.f. project directory Owner COLORADO ROCKY MOUNTAIN SCHOOL 499 Holden Way Carbondale, CO 81623 970.963.2562 Joe White, Finance Director jwhite@crms.org Architect A4 ARCHITECTS, LLC 242 North Seventh Street Carbondale, CO 81623 970.963.6760 Olivia Emery, RA, 970.366.0654 oemery@a4arc.com General Contractor B&H GENERAL CONTRACTORS 5317 County Road 154 #206 Glenwood Springs, CO 8 970.945.0102 Hans Raaflaub hans@bhgencon.com 970.948.7149 Structural Engineer KL&A, Inc. 215 North 12th Street, Unit B Carbondale, CO 81623 970.510.5701 Dan Doherty, P.E. 970.510.5705 ddoherty@klaa.com Mechanical / Electrical Engineers Bighorn Consulting Engineers 569 South Westgate, Suite 1 Grand Junction, CO 81505 970.241.8709 Shawn Brlll,P.E. (Mechanical) shawn@bighorneng.com Art Donoho art@bighorneng.com (Electrical) As HOLDEN HEALTH AND COUNSELING OFFICE �y - -- - - J key plan SOUTH RESIDENCE HOLDEN HOUSE RESIDENCES 'l"bi9 p•W'wti+ iecc envelope requirements Climate Zone 5 Fenestration U -factor Skylight U -factor Glazed Fenestration SHGC Ceiling R -value Wood -frame Wall R -value Mass Wall R -value Floor R -value Basement Wall R -value Slab R -value & Depth Crawl Space Wall R -value IECC Regm't. 0.32 0.55 NR 49 20 or 13+5 13/17 30 15/19 10, 2 ft. 15/19 Proposed 0.29 n/a 0.27 NR Complies Notes yes Note 1 n/a 49 21 21 30 n/a n/a n/a yes yes n/a n/a n/a n/a J yes Note 1. Specified window system is Windsor New Dimensions Vinyl Specified glazing is Cardinal 366 LoE with U -factor = 0.29, SHGC = 0.27, VT = 65% drawing list A 0.1 PROJECT INFORMATION D 1.1 OVERALL DEMO PLAN SITE & FIRST FLOOR D 1.2 OVERALL DEMO PLAN 2ND FL. & ROOFS D 2.1 RESIDENCE DEMO PLAN - 1ST FLOOR D 2.2 RESIDENCE DEMO PLAN SECOND FLOOR D 3.1 RESIENCE DEMO - ELEVATIONS E&S D 3.2 RESIDENCE DEMO - ELEVATIONS W&N D 3.3 EXTERIOR DEMOLITION PHOTOS D 4.0 RESIDENCE DEMO & EXISTING SECTIONS A 1.1 SITE PLAN A 2.1 FIRST FLOOR PLAN A 2.2 SECOND FLOOR PLAN A 2.3 ROOF PLAN A 2.4 RCP AND ARCHITECTURAL LIGHTING PLAN A 3.1 BUILDING ELEVATIONS EAST AND SOUTH A 3.2 BUILDING ELEVATIONS WEST AND NORTH A 4.1 NEW BUILDING SECTIONS A 4.2 NEW BUILDING LONGITUDINAL SECTIONS A 4.3 TRUSS PROFILES A 5.0 CONSTRUCTIONS ASSEMBLIES A 5.1 WALL SECTIONS AND DETAILS A 6.1 STAIRS AND DETAILS A 7.1 DOOR SCHEDULE AND DETAILS A 7.2 WINDOW SCHEDULE AND DETAILS A 8.1 INTERIOR ELEVATIONS AND PLUMBING SCHEDULE A 8.2 INTERIOR DETAILS vicinity map STRUCTURAL S 1.1 GENERAL NOTES S 1.2 GENERAL NOTES AND LOAD KEY S 2.1 MAIN LEVEL PLAN S 2.2 UPPER LEVEL PLAN & LOW ROOFS FRAMING PLAN S 3.1 TYPICAL DETAILS & DETAILS M1-1 M1-4 M1-5 M1-6 M1-7 E1-3 E1-4 E2-3 E2-4 MECHANICAL AND ELECTRICAL MECHANICAL PLAN - BASEMENT (HEALTH CENTER BUILDING) MECHANICAL PLAN - FIRST FLOOR MECHANICAL PLAN - SECOND FLOOR MECHANICAL SCHEDULES MECHANICAL DETAILS LIGHTING PLAN - FIRST FLOOR LIGHTING PLAN - SECOND FLOOR ELECTRICAL PLAN - FIRST FLOOR ELECTRICAL PLAN - SECOND FLOOR Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD N DEPART/1101T DATE BUILT? 1� BY FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of PROJECT SITE v v A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mailQa4arc.com Consultant stamp 1kr'ce. OF COzp. etin I Env r - 3 ..g, SFO ARCO RECEIVED FEB 2 4 2018 B&H G.C. IORki* Colorado Rocky Mountain School 970.963.256' I/ crms.org » Project HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Dale I issued For 02.15.18 PERMIT / FOR CONSTRUCTIOri ov Cv - Go o u t"-- L..#.' ei cei C 1 a Y U O I= 0 E 0 Project No: 1707 -- G Project Information v A 0.1 H oiniO Sw 04t. pointif 45teco-4-16- Y FIRST FLOOR / SITE DEMOLITION PLAN SCALE: 1/8" = 1'-0" (o) �7CIsf►� 43aiIeii{Yi Rt-rtmtroig �s Porlec grr+44mas 10 GENERAL NOTES REFER TO DEMOLITION FLOOR PLANS FOR INDIVIDUAL BUILDINGS. LEGEND SHADING INDICATES FOOTPRINT OF PROPOSED HEALTH OFFICE ON (X) SLAB. REFER TO HEALTH OFFICE SLAB PLAN. AREA OF CONCRETE FLATWORK TO BE REMOVED APPROXIMATE AREA OF EXISTING FLAGSTONE. REMOVE AND STOCKPILE FOR RE -USE. INDICATES AREA OF COMPLETE DEMOLITION: ROOF, WALL, SLAB , FOUNDATION AND ALL UTILITIES INDICATES AREA OF EXISTING FLAGSTONE TO REMAIN, KEYNOTES (This Sheet Only) 1. EXISING SPRUCE TO REMAIN. PROTECT BRANCHES FROM BREAKING AND AVOID COMPACTING GROUND AREA BELOW DRIP LINE. 2. EXISTING DECK TO BE REMOVED, BUT LEAVE IN PLACE FOR TREE PROTECTION DURING CONSTRUCTION. 3. EXISTING BRICK FIREPLACE AND COPPER SHROUD TO BE RETAINED AND PROTECTED DURING CONSTRUCTION. CHIMNEY WILL BE DEMOLISHED TO BELOW THE ROOF LINE. FLUE TO BE PERMANENTLY BLOCKED OFF. 4. EXISTING BOULDER AND PLAQUE TO REMAIN. PROTECT DURING CONSTRUCTION. 5. REMOVE CONCRETE AND CURBS 6. EXISTING CONCRETE STAIR AND FOUNDATION WALLS TO REMAIN. DEMOLISH VERTICAL CONSTRUCTION FOR INSTALLATION OF NEW BILCO DOOR. 7. WOOD FLOOR TO REMAIN. REINFORCING PER STRUCTURAL. 8. ORIGINAL IT BE DISASSEMBLED AND STOCKPILED FOR !VTRIOR FINISH. PROTECT FROM WEATHER AND MECHANICAL DAMAGE. 9. DECK AND RAILING TO REMAIN. REMOVE AND REBUILD STAIR AND RAILING PER ARCHITECTURALS. 10. COBBLE STONE WALLS TO REMAIN. PROTECT FROM DAMAGE. CH11.IMNEY. REMOVE FLAGSTONE FIREPLACE AND 12. REMOVE BRICK CHIMNEY. 13. REMOVE LOG WALL. STOCKPILE FOR POSSIBLE USE. 14. PARTIAL WOOD WALLS INSIDE OF COBBLE FOUNDATIONS TO REMAIN. WOOD CAP TO REMAIN AND BE SANDED AND RE -PAINTED FOR FINISH. 1AB5.OVE. REMOVE WOOD POSTS AND ROOF FRAMING 16. EXISTING STONE FIREPLACE, HEARTH AND CHIMNEY TO REMAIN. PROTECT DURING CONSTRUCTION. 17. EXISTING PLUMBING FIXTURES TO BE REMOVED. 18. EXISTING JUNIPERS TO REMAIN. PROTECT DURING CONSTRUCTION. 19. EXISTING DECIDUOUS TREES TO REMAIN. PROTECT DURING CONSTRUCTION. 20. REMOVE FRAMED STAIR PLAN NORTH 2' 4' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Colorado Rocky Mountain School 970.963.25621/ crms.org Owner HOLDEN HOUSE HEALTH OFFICE AND RESIDENCES HOLDEN WAY CARBONDALE, CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 Demolition Site Plan First Floor D 1.1 1 I I (V I ��------=i- .- I 26'-10" —{20) A Ole 19'-8 z' 3V-9 2' 5'-4" (X) HALL (X) FLAGSTONE TO REMAIN 4' i m / II- ,.--_�_-,r__ _ L fi 14'-412" REMOVE (X) STAIR SAVE DOOR SIN PLACE STRUCTURE TO REMAIN 91-5k 11'-0" t18 J 9 (x)P0127,41' I Y L O, I I ti A6.1 L C i m (X) BATHROOM rNine MALIGN HEAD WITH OTHERS ON SAME _ WALL I 1/4" = 1'-0" GENERAL NOTES REVIEW CONDITION OF THE STONE WAINSCOT WITH GC, MASON, ARCHITECT AND OWNER TO DETERMINE AREAS ON THE INTERIOR OR EXTERIOR THAT NEED REPAIR OR RE -BUILDING. REPOINT OPEN GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE OF THE WALL. ASSURE THAT MORTAR WALL CAP SLOPES AWAY FROM FRAMING IN ALL LOCATIONS. REMOVE DAMAGED FRAMING IN THE EXISTING ROUGH OPENINGS SCHEDULED FOR NEW DOORS AND WINDOWS OR WALL INFILL. AFTER OVERALL DEMOLITION COMPLETED, REVIEW CONDITION OF THE EXISTING BOARD AND BATTEN SIDING WITH GC, ARCHITECT AND OWNER TO IDENTIFY SMALL AREAS THAT NEED TO BE REPLACED. KEY NOTES FOR DEMOLITION 1. EXISTING STONE FOUNDATION WALL. 2. EXISTING CONCRETE FOUNDATION WALL. 3. EXISTING CONCRETE FOOTING ASSUMED. FINISH. HING EXISTS. 5. EXISTING STONE FIREPLACE, HEARTH AND CHIMNEY TO REMAIN INOPERABLE. PROTECT DURING CONSTRUCTION. NO CHANGES TO THE CHIMNEY CAP. 6. PROTECT EXISTING FLAGSTONES AND BRICKS NG DEMO AND CONSTRUCTION. 7. STONE WAI • • • Iv • • rrALL DAMAGED IN THIS LOCATION. REPOINT AND RESET ALL LOOSE ROCKS ON INSIDE AND OUTSIDE OF WALL. 8. PROTECT - EXISTING TREES AND SHRUBS AS SHOWN ON THE SITE PLAN DURING DEMO AND CONSTRUCTION. 9. DEMO - REMOVE SHINGLE ROOFING, ROOF SHEATHING AND ALL ROOF FRAMING. EXTERIOR WALLS TO REMAIN. 10. DEMO - REMOVE SHINGLE ROOFING AND DAMAGED ROOF SHEATHING ON WEST SIDE. ROOF STRUCTURE TO REMAIN UNCHANGED. 11. DEMO - REMOVE SHINGLE ROOFING ONLY. EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN UNCHANGED. 12. DEMO -REMOVE THE EXISTING 'PORCH' WITH THE REST OF THE ROOF OF THE EAST WING. REMOVE THE POST AND FOOTING IF ONE EXISTS. REMOVE WALK AS SHOWN. 13. DEMO - REMOVE ALL EXISTING WINDOW AND DOOR FRAMES AND ASSOCIATED TRIM. PROTECT AND RETAIN WIDE WOOD INTERIOR SILL @ STONE WAINSCOT WALLS 14. DEMO - NEW WINDOW OPENINGS WILL REQUIRE DEMOLITION OF SIDING AND CHANGES IN THE WALL FRAMING. PROCEED WITH MINIMAL DAMAGE TO ADJACENT CLADDING. SAVE UNDAMAGED SIDING FOR PATCHING AS NEEDED. SEE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. 15. DEMO - REMOVE THE EXISTING PORCH RAILING & POSTS, LATTICE, B&B SIDING AND SOUTH PONY WALL. ALL 2 X 8 STRUCTURAL FRAMING TO REMAIN AND BE PROTECTED DURING DEMO AND CONSTRUCTION. 16. DEMO - ROOF / WALL FLASHING TO BE REMOVED FROM BEHIND BATTENS. 17. DEMO - NEW ROOFS WILL BE HIGHER ON THE WALLS OF THE EXISTING TOWER. EXISTING BOARD AND BATTENS WILL BE REMOVED OR CUT IN PLACE TO ALLOW FOR NEW EXPOSED FLASHING WERE THE ROOF AND WALLS INTERSECT. 18. DEMO - MECHANICAL & PLUMBING: VENTING ON WALLS AND THROUGH ROOFS TO BE REMOVED. REMOVE ALL PLUMBING FIXURES AND SUPPLY LINES. WASTE LINES ABOVE SLAB TO BE REMOVED, WASTE LINES IN SLAB TO BE ABANDONED AND SEALED. 19. DEMO - REMOVE EXISTING STONE WAINSCOT AND FRAMED WALL FOR NEW DOOR OPENING. STONE FOUNDATION TO REMAIN. 20. DEMO - EXISTING EXTERIOR WALL TO BE REMOVED. THIS WALL WAS ADDED AT SOME POINT TO CREAT A HALLWAY. IT IS UNCLEAR IF IT HAS A FOUNDATION. REMOVE THE ADDED ROOF RAFTERS. 21. REMOVE LOGS AND STOCKPILE FOR POSSIBLE USE. PROTECT FROM WEATHER AND CONSTRUCTION DAMAGE. LEGEND V////, WALL / PARTITION TO REMAIN WALL / PARTITION / ELEMENT TO BE REMOVED AREA WHERE NEW MASONRY IS TO FILL IN GAPS IN STONE WAINSCOT 1E) NORTH 4• A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Owner Colorado Rocky Mountain School 970.963.256' H crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.16.17 REVISED DD 11.14.17 DD Project No: 1707 Demolition Plan First Floor D 2.1 `; I rzlm i / i \ First Floor Plan (Existing & Demo) r 26'-10" 5'-4" 191-8k 31'-9 z' 141-411211 9'-5 2' 3'-0" RE: D1.2 FOR ROOF DEMOLITION AND NOTES 18 \ as) I / \ (X) BEDROOM \ X / rr-h r \ ROOF STRUCTURE TO RE: A5.1 FOR MODIFIC, I i II (X) STAIR ti ! (N) HEAD ALIGNS WITH (X) -� J-- _ / I - fi ' / r J -- - + - - - ---- \ (X) BATHROOM \ EMAIN. REMOVE FASCIA. ION TO RAFTER TAILS I a7 —y\. I \ 1 RE: D1.2 FOR ROOF DEMOLITION AND NOTES I RE: D1.2 FOR ROOF DEMOLITION AND NOTES trim CU L_ J -m Second Floor Plan (Existing & Demo) 1/4" = 1'-0" GENERAL NOTES REVIEW CONDITION OF THE STONE WAINSCOT WITH GC, MASON, ARCHITECT AND OWNER TO DETERMINE AREAS ON THE INTERIOR OR EXTERIOR THAT NEED REPAIR OR RE -BUILDING. REPOINT OPEN GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE OF THE WALL. ASSURE THAT MORTAR WALL CAP SLOPES AWAY FROM FRAMING IN ALL LOCATIONS. REMOVE DAMAGED FRAMING IN THE EXISTING ROUGH OPENINGS SCHEDULED FOR NEW DOORS AND WINDOWS OR WALL INFILL. AFTER OVERALL DEMOLITION COMPLETED, REVIEW CONDITION OF THE EXISTING BOARD AND BATTEN SIDING WITH GC, ARCHITECT AND OWNER TO IDENTIFY SMALL AREAS THAT NEED TO BE REPLACED. KEY NOTES FOR DEMOLITION 1. EXISTING STONE FOUNDATION WALL. 2. EXISTING CONCRETE FOUNDATION WALL. 3. EXISTING CONCRETE FOOTING ASSUMED. 4. EXISTING BOARD AND BATTEN WALL FINISH. NO SHEATHING EXISTS. 5. EXISTING STONE FIREPLACE, HEARTH AND CHIMNEY TO REMAIN INOPERABLE. PROTECT DURING CONSTRUCTION. NO CHANGES TO THE CHIMNEY CAP. 6. PROTECT EXISTING FLAGSTONES AND BRICKS DURING DEMO AND CONSTRUCTION. 7. STONE WAINSCOT/FOUNDATION WALL DAMAGED IN THIS LOCATION. REPOINT AND RESET ALL LOOSE ROCKS ON INSIDE AND OUTSIDE OF WALL. 8. PROTECT - EXISTING TREES AND SHRUBS AS SHOWN ON THE SITE PLAN DURING DEMO AND CONSTRUCTION. 9. DEMO - REMOVE SHINGLE ROOFING, ROOF SHEATHING AND ALL ROOF FRAMING. EXTERIOR WALLS TO REMAIN. 10. DEMO - REMOVE SHINGLE ROOFING AND DAMAGED ROOF SHEATHING ON WEST SIDE. ROOF STRUCTURE TO REMAIN UNCHANGED. 11. DEMO - REMOVE SHINGLE ROOFING ONLY. EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN UNCHANGED. 12. DEMO - REMOVE THE EXISTING 'PORCH' WITH THE REST OF THE ROOF OF THE EAST WING. REMOVE THE POST AND FOOTING IF ONE EXISTS. REMOVE WALK AS SHOWN. 13. DEMO - REMOVE ALL EXISTING WINDOW AND DOOR FRAMES AND ASSOCIATED TRIM. PROTECT AND RETAIN WIDE WOOD INTERIOR SILL @ STONE WAINSCOT WALLS. 14. DEMO - NEW WINDOW OPENINGS WILL REQUIRE DEMOLITION OF SIDING AND / OR CHANGES IN THE WALL FRAMING. PROCEED WITH MINIMAL DAMAGE TO ADJACENT CLADDING. SAVE UNDAMAGED SIDING FOR PATCHING AS NEEDED. SEE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. 15. DEMO - REMOVE THE EXISTING PORCH RAILING & POSTS, LATTICE, B&B SIDING AND SOUTH PONY WALL. ALL 2 X 8 STRUCTURAL FRAMING TO REMAIN AND BE PROTECTED DURING DEMO AND CONSTRUCTION. 16. DEMO - ROOF / WALL FLASHING TO BE REMOVED FROM BEHIND BATTENS. 17. DEMO - NEW ROOFS WILL BE HIGHER ON THE WALLS OF THE EXISTING TOWER. EXISTING BOARD AND BATTENS WILL BE REMOVED OR CUT IN PLACE TO ALLOW FOR NEW EXPOSED FLASHING WERE THE ROOF AND WALLS INTERSECT. 18. DEMO - MECHANICAL & PLUMBING: VENTING ON WALLS AND THROUGH ROOFS TO BE REMOVED. REMOVE ALL PLUMBING FIXURES AND SUPPLY LINES. WASTE LINES ABOVE SLAB TO BE REMOVED, WASTE LINES IN SLAB TO BE ABANDONED AND SEALED. 19. DEMO - REMOVE EXISTING STONE WAINSCOT AND FRAMED WALL FOR NEW DOOR OPENING. STONE FOUNDATION TO REMAIN. 20. DEMO - EXISTING EXTERIOR WALL TO BE REMOVED. THIS WALL WAS ADDED AT SOME POINT TO CREAT A HALLWAY. IT IS UNCLEAR IF IT HAS A FOUNDATION. REMOVE THE ADDED ROOF RAFTERS. 21. REMOVE LOGS AND STOCKPILE FOR POSSIBLE USE. PROTECT FROM WEATHER AND CONSTRUCTION DAMAGE. 22. REMOVE EXISTING FRAMED STAIR. CUT NEW STAIR OPENING IN FLOOR PER STRUCTURAL DRAWINGS. LEGEND WALL / PARTITION TO REMAIN WALL / PARTITION / ELEMENT TO BE REMOVED AREA WHERE NEW MASONRY IS TO FILL IN GAPS IN STONE WAINSCOT NORTH A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mailQa4arc.com Consultant Stamp Colorado Rocky Mountain School 970.963.2562 /I crms.org Owner HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Dale Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.16.17 REVISED DD 11.14.17 DD Project No: 1707 Demolition Plan Second Floor D 2.2 KEY NOTES FOR DEMOLITION 1. EXISTING STONE FOUNDATION WALL. 2. EXISTING CONCRETE FOUNDATION WALL. 3. EXISTING CONCRETE FOOTING ASSUMED. 4. EXISTING BOARD AND BATTEN WALL FINISH. NO SHEATHING EXISTS. 5. EXISTING STONE FIREPLACE NOT OPERABLE. NO CHANGES TO THE CHIMNEY CAP. 6. PROTECT - REMOVE THE EXISTING FLAGSTONES/BRICKS AND PROTECT DURING DEMO AND CONSTRUCTION. 7. PROTECT- STONE WAINSCOT/FOUNDATION WALL AND FIREPLACE DURING DEMO AND CONSTRUCTION. 8. PROTECT - EXISTING TREES AND SHRUBS AS SHOWN ON THE SITE PLAN DURING DEMO AND CONSTRUCTION. 9. DEMO - REMOVE SHINGLE ROOFING, ROOF SHEATHING AND ALL ROOF FRAMING. EXTERIOR WALLS TO REMAIN. 10. DEMO - REMOVE SHINGLE ROOFING AND DAMAGED ROOF SHEATHING ON WEST SIDE. ROOF STRUCTURE TO REMAIN UNCHANGED. 11. DEMO - REMOVE SHINGLE ROOFING ONLY. EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN UNCHANGED. 12. DEMO - REMOVE THE EXISTING 'PORCH' WITH THE REST OF THE ROOF OF THE EAST WING. REMOVE THE POST AND FOOTING IF ONE EXISTS. REMOVE WALK AS SHOWN. 13. DEMO - REMOVE ALL EXISTING WINDOW AND DOOR FRAMES AND ASSOCIATED TRIM AND SILLS. 14. DEMO - NEW DOOR AND WINDOWS OPENINGS WILL REQUIRE DEMOLITION OF SIDING AND CHANGES IN THE WALL FRAMING. PROCEED WITH MINIMAL DAMAGE TO ADJACENT CLADDING. SAVE UNDAMAGED SIDING FOR PATCHING AS NEEDED. SEE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. i i NOTE NOTE 10 I NOTE 11 0€110 1 O® r NOTE 10 20 c� i1 I EAST ELEVATION SCALE: 1/4"= 1'-0" NOTE 9 PHOTO 1 I IL 11 11 fl T--Jl 11 _D JJ J I II �1 SOUTH ELEVATION SCALE: 1/4"= 1'-0" O® 1 I �I 0 m w 0 z PHOTO 8 I i; O® A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mailQa4arc.com Consultant 15. DEMO - REMOVE THE EXISTING PORCH RAILING & POSTS, LATTICE, B&B SIDING AND SOUTH PONY WALL. ALL 2 X 8 STRUCTURAL FRAMING TO REMAIN AND BE PROTECTED DURING DEMO AND CONSTRUCTION. 16. DEMO - ROOF / WALL FLASHING TO BE REMOVED FROM BEHIND BATTENS. 17. DEMO - NEW ROOFS WILL BE HIGHER ON THE WALLS OF THE EXISTING TOWER. EXISTING BOARD AND BATTENS WILL BE REMOVED OR CUT IN PLACE TO ALLOW FOR NEW EXPOSED FLASHING WERE THE ROOF AND WALLS INTERSECT. 18. DEMO - MECHANICAL & PLUMBING: VENTING ON WALLS AND THROUGH ROOFS TO BE REMOVED. REMOVE ALL PLUMBING FIXURES AND SUPPLY LINES. WASTE LINES ABOVE SLAB TO BE REMOVED, WASTE LINES IN SLAB TO BE ABANDONED AND SEALED. 19. DEMO - REMOVE EXISTING STONE WAINSCOT AND FRAMED WALL FOR NEW DOOR OPENING. STONE FOUNDATION TO REMAIN. 20. DEMO - EXISTING EXTERIOR WALL TO BE REMOVED. THIS WALL WAS ADDED AT SOME POINT TO CREAT A HALLWAY. IT IS UNCLEAR IF IT HAS A FOUNDATION. REMOVE THE ADDED ROOF RAFTERS. 21. STABILIZATION / REBUILD - STONE WAINSCOT TO BE INSPECTED AND DETERMINE IF AREAS ON THE INTERIOR OR EXTERIOR NEED A MASONS ATTENTION. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE OF THE WALL. 22. STABILIZATION / REBUILD - STONE WAINSCOT IS DAMAGED FROM SETTLEMENT. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE TO THE WALL. 23. STABILIZATION / REBUILD - REPLACE ANY DAMAGED FRAMING IN THE EXISTING ROUGH OPENING FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS OR WALL INFILL. 24. STABILIZATION / REBUILD - WHERE DAMAGED OR LOOSE, REPOINT STONE WAINSCOT CAP TO SLOPE AWAY FROM THE FRAMED WALL. 25. STABILIZATION / REBUILD - BOARD AND BATTEN CONDITION TO BE EVALUATED. SELECTED SIDING WILL NEED TO BE REPLACED/REPAIRED AND REPAINTED PRIOR TO ANY INSULATION INSTALLATION. BATTEN PROFILE TO MATCH ADJACENT BATTENS. 26. STABILIZATION / REBUILD - DAMAGED ROOF SHEATHING ON EAVES TO BE REPLACED. NORTH 2' 4 8' Stamp Owner Project Dale Colorado Rocky ivionntain School 970.963.2562 U crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 Existing Building Elevations and Demo D 3.1 'INNIEIlf PI ,11 11' 26 NOTE 11 (D; (18 NOTE 10 r ®0 _.T I 0® 10 1J NOTE 9 CAD 0® 0® 1 PHOTO 4 T/PL 1 4. WEST ELEVATION \ / SCALE: 1/4"= 11-0" I I PHOTO z O U PHOTO 1 NOTE 10 D® 1� NORTH ELEVATION SCALE: 1/4"= 11--0" PHOTO 7 PHOTO 6 PHOTO 5 o® 108'-9" T/SUB FL 108'-1" 100'-0" $ T/SLAB 116'-6" $ I ANALL 108'-9" T/SUB FL 108'-1" T/WALL $T/SLAB 100'-0" KEY NOTES FOR DEMOLITION 1. EXISTING STONE FOUNDATION WALL. 2. EXISTING CONCRETE FOUNDATION WALL. 3. EXISTING CONCRETE FOOTING ASSUMED. 4. EXISTING BOARD AND BATTEN WALL FINISH. NO SHEATHING EXISTS. 5. EXISTING STONE FIREPLACE NOT OPERABLE. NO CHANGES TO THE CHIMNEY CAP. 6. PROTECT - REMOVE THE EXISTING FLAGSTONES/BRICKS AND PROTECT DURING DEMO AND CONSTRUCTION. 7. PROTECT - STONE WAINSCOT/FOUNDATION WALL AND FIREPLACE DURING DEMO AND CONSTRUCTION. 6. PROTECT - EXISTING TREES AND SHRUBS AS SHOWN ON THE SITE PLAN DURING DEMO AND CONSTRUCTION. 9. DEMO - REMOVE SHINGLE ROOFING, ROOF SHEATHING AND ALL ROOF FRAMING. EXTERIOR WALLS TO REMAIN. 10. DEMO - REMOVE SHINGLE ROOFING AND DAMAGED ROOF SHEATHING ON WEST SIDE. ROOF STRUCTURE TO REMAIN UNCHANGED. 11. DEMO - REMOVE SHINGLE ROOFING ONLY. EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN UNCHANGED. 12. DEMO - REMOVE THE EXISTING 'PORCH' WITH THE REST OF THE ROOF OF THE EAST WING. REMOVE THE POST AND FOOTING IF ONE EXISTS. REMOVE WALK AS SHOWN. 13. DEMO - REMOVE ALL EXISTING WINDOW AND DOOR FRAMES AND ASSOCIATED TRIM AND SILLS. 14. DEMO - NEW DOOR AND WINDOWS OPENINGS WILL REQUIRE DEMOLITION OF SIDING AND CHANGES IN THE WALL FRAMING. PROCEED WITH MINIMAL DAMAGE TO ADJACENT CLADDING. SAVE UNDAMAGED SIDING FOR PATCHING AS NEEDED. SEE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. 15. DEMO - REMOVE THE EXISTING PORCH RAILING & POSTS, LATTICE, B&B SIDING AND SOUTH PONY WALL. ALL 2 X 8 STRUCTURAL FRAMING TO REMAIN AND BE PROTECTED DURING DEMO AND CONSTRUCTION. 16. DEMO - ROOF / WALL FLASHING TO BE REMOVED FROM BEHIND BATTENS. 17. DEMO - NEW ROOFS WILL BE HIGHER ON THE WALLS OF THE EXISTING TOWER. EXISTING BOARD AND BATTENS WILL BE REMOVED OR CUT IN PLACE TO ALLOW FOR NEW EXPOSED FLASHING WERE THE ROOF AND WALLS INTERSECT. 18. DEMO - MECHANICAL & PLUMBING: VENTING ON WALLS AND THROUGH ROOFS TO BE REMOVED. REMOVE ALL PLUMBING FIXURES AND SUPPLY LINES. WASTE LINES ABOVE SLAB TO BE REMOVED, WASTE LINES IN SLAB TO BE ABANDONED AND SEALED. 19. DEMO - REMOVE EXISTING STONE WAINSCOT AND FRAMED WALL FOR NEW DOOR OPENING. STONE FOUNDATION TO REMAIN. 20. DEMO - EXISTING EXTERIOR WALL TO BE REMOVED. THIS WALL WAS ADDED AT SOME POINT TO CREAT A HALLWAY. IT IS UNCLEAR IF IT HAS A FOUNDATION. REMOVE THE ADDED ROOF RAFTERS. 21. STABILIZATION / REBUILD - STONE WAINSCOT TO BE INSPECTED AND DETERMINE IF AREAS ON THE INTERIOR OR EXTERIOR NEED A MASONS ATTENTION. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE OF THE WALL. 22. STABILIZATION / REBUILD - STONE WAINSCOT IS DAMAGED FROM SETTLEMENT. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE TO THE WALL. 23. STABILIZATION / REBUILD - REPLACE ANY DAMAGED FRAMING IN THE EXISTING ROUGH OPENING FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS OR WALL INFILL. 24. STABILIZATION / REBUILD - WHERE DAMAGED OR LOOSE, REPOINT STONE WAINSCOT CAP TO SLOPE AWAY FROM THE FRAMED WALL. 25. STABILIZATION / REBUILD - BOARD AND BATTEN CONDITION TO BE EVALUATED. SELECTED SIDING WILL NEED TO BE REPLACED/REPAIRED AND REPAINTED PRIOR TO ANY INSULATION INSTALLATION. BATTEN PROFILE TO MATCH ADJACENT BATTENS. 26. STABILIZATION / REBUILD - DAMAGED ROOF SHEATHING ON EAVES TO BE REPLACED. NORTH 2 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Owner Colorado Rocky Mountain School 970.963.2562 !! cnns.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 Existing Building Elevations and Demo D 3.2 i I' PHOTO 1 PHOTO 2 PHOTO 5 PHOTO 6 PHOTO 7 PHOTO 8 PHOTO 9 PHOTO 10 PHOTO 4 PHOTO 3 PHOTO 2 PHOTO 4 PHOTO 1 PHOTO 3 z-. PHOTO 7 PHOTO 6 PHOTO 5 KEY NOTES FOR DEMOLITION 1. EXISTING STONE FOUNDATION WALL. 2. EXISTING CONCRETE FOUNDATION WALL. 3. EXISTING CONCRETE FOOTING ASSUMED. 4. EXISTING BOARD AND BATTEN WALL FINISH. NO SHEATHING EXISTS. 5. EXISTING STONE FIREPLACE NOT OPERABLE. NO CHANGES TO THE CHIMNEY CAP. 6. PROTECT - REMOVE THE EXISTING FLAGSTONES/BRICKS AND PROTECT DURING DEMO AND CONSTRUCTION. 7. PROTECT - STONE WAINSCOT/FOUNDATION WALL AND FIREPLACE DURING DEMO AND CONSTRUCTION. 8. PROTECT - EXISTING TREES AND SHRUBS AS SHOWN ON THE SITE PLAN DURING DEMO AND CONSTRUCTION. 9. DEMO - REMOVE SHINGLE ROOFING, ROOF SHEATHING AND ALL ROOF FRAMING. EXTERIOR WALLS TO REMAIN. 10. DEMO - REMOVE SHINGLE ROOFING AND DAMAGED ROOF SHEATHING ON WEST SIDE. ROOF STRUCTURE TO REMAIN UNCHANGED. 11. DEMO - REMOVE SHINGLE ROOFING ONLY. EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN UNCHANGED. 12. DEMO - REMOVE THE EXISTING 'PORCH' WITH THE REST OF THE ROOF OF THE EAST WING. REMOVE THE POST AND FOOTING IF ONE EXISTS. REMOVE WALK AS SHOWN. 13. DEMO - REMOVE ALL EXISTING WINDOW AND DOOR FRAMES AND ASSOCIATED TRIM AND SILLS. 14. DEMO - NEW DOOR AND WINDOWS OPENINGS WILL REQUIRE DEMOLITION OF SIDING AND CHANGES IN THE WALL FRAMING. PROCEED WITH MINIMAL DAMAGE TO ADJACENT CLADDING. SAVE UNDAMAGED SIDING FOR PATCHING AS NEEDED. SEE ARCHITECTURAL AND STRUCTURAL DOCUMENTS. 15. DEMO - REMOVE THE EXISTING PORCH RAILING & POSTS, LATTICE, B&B SIDING AND SOUTH PONY WALL. ALL 2 X 8 STRUCTURAL FRAMING TO REMAIN AND BE PROTECTED DURING DEMO AND CONSTRUCTION. 16. DEMO - ROOF / WALL FLASHING TO BE REMOVED FROM BEHIND BATTENS. 17. DEMO - NEW ROOFS WILL BE HIGHER ON THE WALLS OF THE EXISTING TOWER. EXISTING BOARD AND BATTENS WILL BE REMOVED OR CUT IN PLACE TO ALLOW FOR NEW EXPOSED FLASHING WERE THE ROOF AND WALLS INTERSECT. 16. DEMO - MECHANICAL & PLUMBING: VENTING ON WALLS AND THROUGH ROOFS TO BE REMOVED. REMOVE ALL PLUMBING FIXURES AND SUPPLY LINES. WASTE LINES ABOVE SLAB TO BE REMOVED, WASTE LINES IN SLAB TO BE ABANDONED AND SEALED. 19. DEMO - REMOVE EXISTING STONE WAINSCOT AND FRAMED WALL FOR NEW DOOR OPENING. STONE FOUNDATION TO REMAIN. 20. DEMO - EXISTING EXTERIOR WALL TO BE REMOVED. THIS WALL WAS ADDED AT SOME POINT TO CREAT A HALLWAY. IT IS UNCLEAR IF IT HAS A FOUNDATION. REMOVE THE ADDED ROOF RAFTERS. 21. STABILIZATION / REBUILD - STONE WAINSCOT TO BE INSPECTED AND DETERMINE IF AREAS ON THE INTERIOR OR EXTERIOR NEED A MASONS ATTENTION. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE OF THE WALL. 22. STABILIZATION / REBUILD - STONE WAINSCOT IS DAMAGED FROM SETTLEMENT. REPOINT GENERAL GAPS AND RESET ANY LOOSE ROCKS ON THE INSIDE OR OUTSIDE TO THE WALL. 23. STABILIZATION / REBUILD - REPLACE ANY DAMAGED FRAMING IN THE EXISTING ROUGH OPENING FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS OR WALL INFILL. 24. STABILIZATION / REBUILD - WHERE DAMAGED OR LOOSE, REPOINT STONE WAINSCOT CAP TO SLOPE AWAY FROM THE FRAMED WALL. 25. STABILIZATION / REBUILD - BOARD AND BATTEN CONDITION TO BE EVALUATED. SELECTED SIDING WILL NEED TO BE REPLACED/REPAIRED AND REPAINTED PRIOR TO ANY INSULATION INSTALLATION. BATTEN PROFILE TO MATCH ADJACENT BATTENS. 26. STABILIZATION / REBUILD - DAMAGED ROOF SHEATHING ON EAVES TO BE REPLACED. NORTH 1' 2' 4' 8' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Coiorad.o Rocky Mountain School 970.963.2562 /.- crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION Project No: 1707 Exterior Demolition Notes D 3.3 4- L L 26'-10" Area Separation between Adjacent Residential Units: Per I.R.C. "Two -Family Dwellings" Definition • Wall & floor/ceiling assemblies between residential dwelling units shall consist of one-hour fire rated construction (per I.R.C., Section R302.3) including supporting construction below. • Penetrations at fire -rated wall or floor/ceiling assemblies shall comply with I.R.C., Section R302.4 requirements. 119, 115 LVT ASSU ED PROPERTY LINE PT -1 RB -1 PT2 PT2 PT2 A,B 141-4k t 9'-5 Z' 31-2" 1'-2" (N 31'-9 2' (10 1 5'-0" 102 a LIVING M.BED 120 LVT OAt I'W touot- 1112 I 4 103 103 LVT RB -1 PT1� PT3 PT1 PT1 PT -1 A,B g 91 hvl GL 16 x n, - 3z;g I la x l g. = 2•11� �x 1.5 3x 55= 17 Vlepw L�ti 11x20=5e2 7!L (et)— 114 HALL '- MATERIAL LEGEND MARK SUBSTRATE FLOOR L VT RB -1 PT2 LOW WALL— BATH 112 7 - 6.0 FINISH KEY FLOOR FINISH CEILING FINISH (x) WALL BASE WALL FINISH (BY ORIENTATION) NOTES 110 $ T06- / (X) CON° 1 FINISH NOTES A. OWNER TO SUPPLY ALL SHAW PRODUCTS. SUB -CONTRACTOR TO CALCULATE QUANTITIES REQUIRED AND FURNISH TO OWNER IN TIME TO ALLOW FOR LEAD TIME AND SHIPPING. B. LIGHTLY SAND AND RE -PAINT 1 X WAINSCOT LEDGE WITH SAME COLOR AS WALL ADJACENT, SEMI -GLOSS FINISH MATERIAL LVT CONCRETE TOPPING SLAB 20 MIL LVT - COLOR AND LINE TBD C-1 PLYWD /PB SUBFLOOR CARPET ROLL GOODS W/ PAD C-2 PLYWD STAIR TREADS CS - 1 CONC SLAB CARPET ROLL GOODS CLEAR SEALER -1 COAT MANUF. SHAW SHAW SHAW H & C H&G LIVING LVT 110 111 D RB -1 PT3� PT1 PT1 PT1 PT -1 LVT RB -1 PT1� PT1 PT1 PT1 1 sass PT -1 BASE RB -1 GWB 4" RUBBER COVE BASE RB -2 GWB 4" RUBBER STRAIGHT BASE KOPPE ROPPE RB -3 GWB RUBBER STAIR SKIRTING ROPPE WALL PT -1 5/8" GWBX PT -2 5/8" GWBX PT -3 5/8" GWB LATEX PAINT - EGGSHELL FINISH WHITE PER SPEC LATEX PAINT - SEMI -GLOSS FINISH PER SPEC LATEX PAINT - EGSHELL FINISH ACCENT PER SPEC CEILING PT -1 5/8" MRGWBX PT -2 5/8" MRGWBX LATEX PAINT- EGGSHELL FINISH, MATCH WALL PER SPEC LATEX PAINT- SEMI -GLOSS, MATCH WALL PER SPEC cAtith P-efSi ckAA CQ- = 1 12 l}GJ 21 = �r2 Ib.S x rt,s �x4 = �6 I4 5 Zlr = 3-77 ib 16 Ito i 1-4 1,2x{5 X) C/t1/4442 per. / Pti'h0 4xIIv= 3x 35 ' I I J Vl h cov 4.v-ft9-- D.cck / ecti6 S 4 x 12.5 - 50 4x 3 = I2 �x i5 = (/0 ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION ,m im +/- 6" FROM CORNER <9) �, First Floor Plan (Existing and New) y 1/4" =1'-0" GENERAL NOTES (THIS PAGE ONLY): 1. ALL FIRST FLOOR SPACES TO RECEIVE LEVELING SLAB, MINIMUM POSSIBLE FOR LVT FLOOR FINISH 2. MECHANICAL ROOM FLOOR TO BE EXISTING CONCRETE 3. ALL DOOR ROUGH OPENINGS TO BE 3" FROM ADJACENT WALL U.N.O. 4. CLOSETS RECIEVE SAME FINISHES AS ADJACENT ROOMS KEY NOTES (THIS PAGE ONLY): 1. 2 X 6 FRAMING ONLY IF NECESSARY FOR PLUMBING FROM ABOVE. 2. PROVIDE (5) FIXED CARPENTER BUILT PAINTED SHELVES 3. PROVIDE WOOD ROD AND 16" SHELF ABOVE 4. ROUGH -IN FOR ELECTRIC WASHER / DRYER TO BE PROVIDED BY OWNER. IF POSSIBLE, ROUGH IN TO ACCOMODATE STACKED OR SIDE-BY-SIDE UNITS. 5. ROUGH -IN FOR DISHWASHER TO BE PROVIDED BY OWNER, RE: INTERIOR ELEVATIONS ON A8.1 6. LOCATE NEW OPENING TO CLEAR EAVE 7. LOCATE WEST SIDE OF NEW OPENING ON (X) STUD 8. REPLACE EXTERIOR WOOD SILL ON TOP OF STONE WAINSCOT. NOTE W6 WALL TYPE AT THESE LOCATIONS. 9. INFILL LOW WALL AND WOOD SILL TO MATCH ADJACENT 10. P-2 WITH SINGLE LAYER GWB THIS SIDE ONLY TO ALIGN WITH REST OF WALL. 11. INFILL STONE WAINSCOT. RE: ELEVATIONS. 12. STRUCTURAL ELEMENTS SUPPORTING FLOOR ABOVE ARE WRAPPED IN 5/8" GWB TO MAINTAIN 1 -HR. SEPARATION BETWEEN UNITS. 13. HOSE BIBB LEGEND/KEY (X) (N) O INFILL NEW EXTERIOR WALL W4 NEW INTERIOR PARTITION ONE-HOUR SEPARATION EXISTING OPENING NEW OPENING START ROUGH OPENING FROM EXISTING FRAMING AT THIS POINT AREA CALCULATIONS PER UNIT FIRST FLOOR GROSS 1,908 SECOND FLOOR GROSS 374 TOTAL CONDITIONED SPACE 2282 SF NORTH 4' 8 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mailQa4arc.com Consultant Stamp Owner Colorado Rocky Mountain School 970.963,2562 // crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.16.17 REVISED DD 11.14.17 DD Project No: 1707 First Floor Plan A 2.1 MATERIAL LEGEND MARK SUBSTRATE 26'-10" C "J 19'-8 2' 5'-4" 14'-4 2' DEMISING WALL BETWEEN UNITS BELO FINISH KEY FLOOR FINISH CEILING FINISH 13 A5.1 �D) NEW DECK ON (X) FRAMING (X) STAIR OPENING, INFILL PER STRUCTURAL s PT1 PT1 PT1 �S PT1 PT -1 A i� 0 (N) OPENING 116 (X) RO _ 0 m C-1 RB -1 PT2� PT2 PT2 PT -2 A, C Area Separation between Adiacent Residential Units: Per I.R.C. "Two -Family Dwellings" Definition • Wall & floor/ceiling assemblies between residential dwelling units shall consist of one-hour fire rated construction (per I.R.C., Section R302.3) including supporting construction below. • Penetrations at fire -rated wall or floor/ceiling assemblies shall comply with I.R.C., Section R302.4 requirements. WALL BASE WALL FINISH (BY ORIENTATION) NOTES FINISH NOTES A. OWNER TO SUPPLY ALL SHAW PRODUCTS. SUB -CONTRACTOR TO CALCULATE QUANTITIES REQUIRED AND FURNISH TO OWNER IN TIME TO ALLOW FOR LEAD TIME AND SHIPPING. B. LIGHTLY SAND AND RE -PAINT 1 X WAINSCOT LEDGE WITH SAME COLOR AS WALL ADJACENT, SEMI -GLOSS C. SUB -STRAIT THROUGHOUT SECOND FLOOR IS HOMOSOTE OVER (X) WOOD FINISH MATERIAL MANUF. FLOOR LVT CONCRETE TOPPING SLAB C-1 PLYWD /PB SUBFLOOR C-2 PLYWD STAIR TREADS 20 MIL LVT - COLOR AND LINE TBD CARPET ROLL GOODS W/ PAD CARPET ROLL GOODS CS - 1 CONC SLAB SHAW SHAW SHAW CLEAR SEALER - 1 COAT H & C H&G BASE RB -1 GWB RB -2 GWB 4" RUBBER COVE BASE ROPPE 4" RUBBER STRAIGHT BASE ROPPE RB -3 GWB RUBBER STAIR SKIRTING ROPPE WALL PT -1 5/8" GWBX PT -2 5/8" GWBX PT -3 5/8" GWB LATEX PAINT - EGGSHELL FINISH WHITE LATEX PAINT - SEMI -GLOSS FINISH LATEX PAINT - EGSHELL FINISH ACCENT CEILING PER SPEC PER SPEC PER SPEC PT -1 5/6" MRGWBX PT -2 5/8" MRGWBX LATEX PAINT- EGGSHELL FINISH, MATCH WALL PER SPEC LATEX PAINT- SEMI -GLOSS, MATCH WALL PER SPEC SHADED AREA INDICATES STORAGE LOFT ABO E 31'-9 2' G 1215, d1A4 c-( � 14.19// 11X20 380 � 069 p/e)e- 4x150-(0 I ;m m im CIA) 1 Second Floor Plan (Existing and New) 1/4" = 1'-0" i 7 KEY NOTES (THIS PAGE ONLY): 1. PARTIAL WALL TO 34.5" AFF UNDER COUNTER FOR PLUMBING INSIDE OF THERMAL ENVELOPE 2. PROVIDE WOOD ROD AND 16" SHELF ABOVE 3. LOW WALL, RE: A6.1 4. (5) CARPENTER BUILT SHELVES NORTH 1' 2' 4' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Colorado Rocky Mountain School 970.953.2562 /,/ crms.org Owner HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.16.17 REVISED DD 11.14.17 DD Project No: 1707 Second Floor Plan A 2.2 T NEW RS TRIM AS REQ'D @ RAISED HEEL TRUSS EXISTING BATTENS AND BOARDS TO REMAIN PARTIAL ELEVATION BEHIND EAVE i 1 EAST ELEVATION SCALE: 1/4"= 1'-0" ASPHALT SHINGLES ASPHALT SHINGLES 2 EDD F� (E) STONE BASE i i ; 14:1 108'-9" ,._40_T/SUB FL 1-4116:108'-0" T/PL @ SOUTH WING SOUTH ELEVATION E) STONE BASE (E) STONE CHIMNEY (E) STONE BASE ASPHALT SHINGLES (E) STONE BASE >F ASPHALT SHINGLES (E) STONE BASE %Poor) s: V 'Looi 10-66 r,e1+5 . ASPHALT SHINGLES FLASHING MODIFIED BITUMEN ROOFING (E) STONE BASE SCALE.' 1/4"= 1'-0" NEW SIDING (E) STONE BASE (E) STONE BASE E172.-AdAvz99 (D ND . PoSfe_62) 116'-6" T/WALL • 1Z -L_ .T/SLAB 100'-0" h T108'-1"LL Y NVA GENERAL NOTES (This page only) ALL ROOFING TO BE REPLACED WITH NEW ASPHALT SHINGLES OR MODIFIED BITUMEN PER ROOF PLAN. EXTERIOR BOARD AND BATTEN SIDING TO BE RETAINED WHERE POSSIBLE. NEW SIDING TO MATCH SHALL BE RS CEDAR BOARD OR PLYWOOD WITH BATTENS MATCHING ADJACENT. ALL WOOD SIDING TO RECEIVE SOLID BODY STAIN, DARK COLOR. FASCIAS AND WINDOW TRIM TO BE ACCENT COLOR. NEW POSTS, PORCH SOFFIT, AND BALCONY RAILING TO RECEIVE SEMI SOLID STAIN, COLOR TBD. ALL WINDOWS AND DOORS TO BE TRIMMED IN RS CEDAR, STAINED. RE: WINDOW DETAILS HEAD OF NEW WINDOWS IS SAME AS EXISTING OPENING, U.N.O. ALIGN HEAD WITH ADJACENT DOOR. KEY NOTES (This page only) 1. EXISTING STONE FOUNDATIONTO REMAIN. INFILL STONE VENEER SIMILAR TO ADJACENT WHERE INDICATED. RE -USE EXISTING DEMO'D STONE IF POSSIBLE. 2. METAL FLASHING LEGEND INDICATES AREA OF NEW SIDING TO MATCH ADJACENT INDICATES COBBLE STONE INFILL SIMILAR TO ADJACENT - �i►1j9H rok -to a�i1rA� otwo�vl *owl *cwvolM101A 100'-0" l/SLAB NORTH 1' 2' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant Stamp Colorado Rocky Mountain School 970.963.2562 !` crms.arg Owner HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE,CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 New Building Elevations A 3.1 SHIELDED LIGHT FIXTURE (X) BELT COURSE TO REMAIN i1� WEST ELEVATION \ / SCALE: 1/4"= 1'-0" (E) STONE BASE 1 (E) STONE BASE r L RESS 100'-0 SHIELDED LIGHT FIXTURE SHIELDED LIGHT FIXTURE EXISTING DOOR TO REMAIN 412- Aelek st9 ID 141 . Poste ACRES (E) STONE BASE (E) STONE BASE (E) STONE BASE (E) STONE BASE (E) STONE BASE �2) NORTH ELEVATION \ SCALE: 1/4"= 1'-0" 116'•6" o 1-1=1 108'-9" T/SUB FL 108'-1" 10SLAB0'-0" o T/ 1=1 108'-9" T/SUB FL 108'-1" T/WALL I Vh 100'-0" T/ GENERAL NOTES (This page only) ALL ROOFING TO BE REPLACED WITH NEW ASPHALT SHINGLES OR MODIFIED BITUMEN PER ROOF PLAN. EXTERIOR BOARD AND BATTEN SIDING TO BE RETAINED WHERE POSSIBLE. NEW SIDING TO MATCH SHALL BE RS CEDAR BOARD OR PLYWOOD WITH BATTENS MATCHING ADJACENT. ALL WOOD SIDING TO RECEIVE SOLID BODY STAIN, DARK COLOR. FASCIAS AND WINDOW TRIM TO BE ACCENT COLOR. NEW POSTS, PORCH SOELT,, AND BALCONY RAILING TO RECEIVE SEMI SOLID STAIN, COLOR TBD. ALL WINDOWS AND DOORS TO BE TRIMMED IN RS CEDAR, STAINED. RE: WINDOW DETAILS HEAD OF NEW WINDOWS IS SAME AS EXISTING OPENING, U.N.O. ALIGN HEAD WITH ADJACENT DOOR. KEY NOTES (This page only) 1. EXISTING STONE FOUNDATIONTO REMAIN. INFILL STONE VENEER SIMILAR TO ADJACENT WHERE INDICATED. RE -USE EXISTING DEMO'D STONE IF POSSIBLE. 2. METAL FLASHING LEGEND 7„„ INDICATES AREA OF NEW SIDING TO MATCH ADJACENT INDICATES COBBLE STONE INFILL SIMILAR TO ADJACENT NORTH 1' 2' 4' 8' A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 maliga4arc.com Stamp Owner ot*, Colorado Rockv Mountain School 970.963.2562 /./ crms.org HOLDEN HOUSE RESIDENCES Project Date HOLDEN WAY CARBONDALE,CO 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 New Building Elevations A 3.2 x II C83 © 2 SECTION DETAIL @ BALCONY U SCALE: 1"= 1'-0" SIM EXISTING B&B SIDING MAY NEED TO BE CUT UP FOR MINIMUM CLEARANCE FOM NEW ROOFS WRAP ICE AND WATER SHIELD UP WALL 8" MINIMUM METAL STEP FLASHING @ EACH LAYER OF ASPHALT SHINGLES ASPHALT SHINGLES 5/8" TYPE X GWB FOR 1 -HR. SEPARATION 10 DETAIL @ WALL / ROOF INTERSECTION SCALE: 1"= 1'-0" ji r -o DIMENSION PER ROOF PLAN @ SIMILAR CONDITIONS 2 X 6 LOOKOUT, TAPERED r -C DETAIL @ RAKE, TYP. / SCALE: 1"= 1'-0" T/PL CLOSED CELL FOAM TO FILL CAVITY AT EDGE OF ROOF UNTIL R-49 MINIMUM DEPTH IS ACHIEVED TOWARDS CENTER REPLACE FASCIA ON WEST SIDE ONLY, REST TO REMAIN, RE -STAIN 108'-1" o TANALL (X) LOOKOUT TO REMAIN (X) BOARD SOFFIT TO REMAIN, NEW BOARD SOFFIT AT NE CORNER WHERE PLYWOOD SOFFIT IS DAMAGED C4C DETAIL @ (X) EAVE, NORTH WING \ / SCALE: 1"= 1'-0" tit 1a. �1 "vrin(131 R%) 91-alovi CLOSED CELL FOAM INSULATION TO PROTECT RIM BOARD (N) 2 X 4 RS CEDAR FASCIA, STAINED (PLN) 3/8" CEDYWD, SRS TAINEDAR TRIM (X) RAFTER TAIL AS SHOWN TO TOP OF (X) SIDING CIC DETAIL @ (X) EAVE - 2nd FLOOR / SCALE: 1"= 1'-0" A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com c) J1 6 ® 2 x 6 S4S CAP O 2 X 3 RS CEDAR POST, STAINED ® 2 X 8 BLOCKING BETWEEN (X) JOISTS 4-) 1" X 5.5" SQUARE EDGED TREX @ 6" O.C., EXPOSED FASTENERS ® (X) JOIST TO REMAIN U 1 X 4 HORIZONTAL SLATS 07 METAL FLASHING ® (X) 2 X 8 BELT COURSE PLAN DETAIL @ BALCONY SCALE: 1"= PROFILE A PROFILE 8 51 FLASHING PROFILES J jr 4 jr m PROFILE C scale: 1"= 1'-0" EXISTING STONE CAP FRY REGLET SPRINGLOK® FLASHING SYSTEM SURFACE MOUNTED TYPE O STEP FLASHING @ ASPHALT SHINGLES. _ T MAY NEED TO BE 11♦/ HIMNEODIFID NEAR CHIMNEY CAP. DETAIL @ CHIMNEY CSCALE: 1"= 1'-0" SELF-ADHESIVE FLASHING WRAPPED UP STONE 13 (X) STONE CHIMNEY SEALANT FASTENER INSTALLED WITH FACTORY SUPPLIED NEOPRENE BACKED SS WASHER REGLET "SPRINGLOK" COUNTER FLASHING ASPHALT SHINGLE ROOF %8 DETAIL @ CHIMNEY SCALE: 1"= V-0" M Atti6+ d,gtwibliLS tb �Rc � b� o vl t2Q0 L BASE F Q$}JL51G SELF-ADHESIVE FLASHING TRUSS 2 of U11 5r TAPER LOOKOUT 1 X 64 RS CEDAR, STAINED C5� DETAIL @ EAVE EAST WING SCALE: 1"= 1'-0" .._.._........... Rao ova, , a .P,tA pot rablti ' wf2.1 FxcepJf.ions A/ wi�in IA u{ onk-kowv con ASPHALT SHINGLE ROOFING EXTEND MODIFIEUD BITUMENT ROOFING P SHINGLED ROOF 18" R TAPERED LOOKOUT 2 x 4 FASCIA, STAINED T/(N) 108P '-1"L • m 10(X) 7'-4 PL 5/8" T/ DETAIL @ EAVE TRUSS 5 SCALE: 1"= 1'-0" 1 X 6 RS CEDAR, STAINED 1 X TRIM BETWEEN OUTLOOKS, TERMINATING BATTENS Consultant Stamp 2X RS CEDAR TRIM, STAINED TO MATCH SIDING PO vC44f9 — OK i 2 X 8 BLOCKING 1 X TRIM BETWEEN OUTLOOKS, TERMINATING BATTENS 2 X 4 FASCIA, STAINED TRUSS 1 0 0 I RSTEE: STRL BASUCTE, C.LEAR SEALER L _ J 9T/GO9'-2" NG CSIDE ELEVATION A 3 X 6 RS CEDAR BEAMS, STAIN GLU-LAM BM, STAIN 4 X 6 POST, STAIN .Thsfatl1 -that zigy!t g -'I0 ri� Ic1 1 2zik bciouu fth4 C p•Ov 2001 Ori AI* mt.( ducks rev"44444 w►�Oli BGG 1 X 6 RS CEDAR, STAINED 2 X 6 WOOD LOOKOUT TAPERED (X) WOOD SILL PATCH AND REPAIR AS REQ'D FOR NEW PAINT EXISTING OR NEW WOOD SILL CLOSED CELL FOAM INSULATION TO R-21 — CLEAN WASHED GRAVEL FLOOR LEVELING, PREP FOR LVT FINISH, TYP. 0 NEW CONC. WALKWAY F2� Eloo J� (, (/ Jo �� � r �' F •� 8i��,►�%�/�%//// nte ��•� L� �t Cc oa on° I Oo °.�D are ,°b.° °ii_ C9Th / SECTION DETAIL @ PORCH / scale: 1". 1'-0" ou i WALL SECTION @ TR S 1 / SOUTH WING scale: 1"= 1'-0" 1 X 6 RS CEDAR, STAINED • TAPERED LOOKOUT 1 X TRIM BETWEEN OUTLOOKS, TERMINATING BATTENS NEW BOARD AND BATTEN SIDING. RE: ELEVATIONS FOR EXTENT NEW WOOD SILL SELF-ADHESIVE FLASHING UNDER SILL AND UP PLYWOOD +/- 6" 1 X PAINTED POPLAR LEDGE DEPENDING ON FIELD CONDITIONS. 100'-0" o T/SLAB V /3 ' WALL SECTION @ TRUSS 3 & 4, EAST WING scale: 1"a-- 1'-0" Colorado Rocky Mountain School 970.963,2562 N crms.or, r HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Project Date Issued For 02.15.18 PERMIT / FOR CONSTRUCTION 11.14.17 DD Project No: 1707 Wall Sections and Details A 5.1 ABBREVIATIONS Material ABBREVIATIONS Portland Cement ASTM C150, Type I or Type II Fly Ash ASTM C618, Class C or F AB anchor bolt Water Potable ADDNL additionalL High Range Water Reducing Admixture length AFF above finish floor LAT lateral ALT alternate LBS pounds ARCH architectural LLH long leg horizontal NOTES: if acceptable to the LLV long leg vertical BLDG building 1. The governing building code defines the codes and standards. Where governing building referenced codes and standards, the latest 2. Minimum flat roof snow load according to Department 3. All snow loads on the structure for both calculated in accordance with the 2015 IBC snow load stated above. Roof snow loads conditions: partial loading, unbalanced roof and sliding snow 4. Minimum uniform and concentrated live and applicable live load reductions are determined 1607 of the IBC 5. See Load Keys for numerical definition and and other gravity loads used in design LONG longitudinal BM beam 5. Class 3: Continuous inspection and verification of operations and conditions. LSL laminated strand lumber BOT B/, BOx bottom of (S=slab, C=conc, etc) LVL laminated veneer lumber BRG bearing LW, LWT lightweight BS both sides BTWN between MAS masonry MAX maximum CFS cold -formed steel MECH mechanical CIP cast -in-place MFR manufacturer CJ construction / control joint MIN minimum CJP complete joint penetration MTL metal CLR clear CMU concrete masonry unit (N) new construction COL column No Number CONC concrete NOM nominal CONN connection NS near side CONST construction NW, NWT normal weight CONT continuous OC on center D depth OF outside face DIA, ¢ diameter OH opposite hand DIM dimension OPNG opening DK deck DTL detail PAF powder actuated fastener DWGS drawings PC precast DWL dowel PERP perpendicular PERT pre-engineered roof truss (E) existing construction PJP partial joint penetration EA each PL, R plate EF each face PLF pounds per lineal foot EJ expansion joint PSL parallel strand lumber ELEV elevation PT post -tensioning EOx edge of (S=slab, C=conc, etc) PT pressure treated EW each way EXP expansion RE: reference EXT exterior REINF reinforcement REQD required FDN foundation RET retaining FLR floor FOx face of (S=slab, C=conc, etc) SC slip critical FS far side SCHED schedule FTG footing SCL structural composite lumber SIP structural insulated panel GA gage SOG slab on grade GB grade beam SPA spacing GC general contractor STFNR stiffener GEN general STL steel GLB glulam SUBFLR subfloor HDG hot dip galvanize T/, TOx top of (S=slab, C=conc, etc) HDR header THK thickness HK hook TL transfer load HORIZ horizontal TRAN transverse HSA headed stud anchor TYP typical IF inside face U unless noted otherwise INT interior VERT vertical JST joist VIF verify in field JT joint W width KIP, K 1000 pounds WP work point KLF 1000 pounds per lineal foot WWF welded wire fabric r It VJCb 11 LsLa%-nlr l SLAV 1. Project consists of (2) existing levels above grade. Superstructure is wood framing. 2. This description is for general orientation only. The General Contractor is responsible for all scope items described in the drawings and project specifications as well as for all material and labor that can reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical documents. 3. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Corrections or written interpretations shall be issued before affected work may proceed. 4. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawings, project data, etc., unless the Contractor has clearly and explicitly informed the Structural Engineer in writing of any deviations or substitutions at time of submission. EXISTING CONSTRUCTION 1. All information, dimensions, elevations, etc. shall be considered approximate and shall be field verified by contractor prior to ordering or fabricating material. 2. Report all discrepancies to the General Contractor and Architect/Engineer. 3. In as much as the addition to remodeling, retrofit, renovation or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions, the contractor must immediately notify the structural engineer if any existing condition deviates from those indicated in the contract documents. 4. Contractor shall verify all existing conditions prior to ordering materials or proceeding with new work in areas affected by existing conditions. Structural Engineer shall be informed in writing of conflicts between existing and proposed new construction. 5. No openings nor any changes or additions shall be made in any existing structural elements without written approval of the Structural Engineer. Where the function of an existing element as structural or non-structural is unclear, the determination of its function will be made solely by the structural engineer. MISCELLANEOUS NOTES 1. The Contractor is solely responsible for all safety regulations, programs and precautions related to all work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent to the project and shall protect it against injury, damage, or loss. 3. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The Contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 6. Openings 1'-4" or less on a side are generally not shown on the structural drawings. Refer to drawings of other consultants for such openings. 7. Openings through floors and/or roofs for passage of utilities are not located nor dimensioned on structural drawings. Contractor shall obtain and coordinate such locations and dimensions with the contractor requiring the opening. 8. Show all openings through structural members on shop drawings and submit for review. Openings not shown on structural drawings are subject to acceptance and shall be specifically indicated for review and acceptance. 9. Do not scale these drawings, use the dimensions shown. In case of conflict, request clarification from Architect and Structural Engineer. 10. No structural modifications, alterations, or repairs shall be made without prior review by Structural Engineer. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by Contractor. SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code and the construction documents. See quality assurance section of the general notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspector reasonable notice. 3. All deficiencies shall be corrected for acceptance by the testing agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the owners testing agency. 5. Special inspection and testing is required for the items shown in the special inspections and testing table. SPECIFICATIONS 1. These General Notes are intended to function as the structural portion of project specifications. lOJMLII I ria.21.11lr . 1. The Contractor is responsible for quality assurance, including workmanship and materials furnished by subcontractors and suppliers. 2. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the work in accordance with the Contract Documents. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. QUALITY CONTROL 1. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 2. The Testing Agencies individual overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering referred to as the Geotechnical Engineer in the structural portion of the construction documents. The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the general notes. 3. See special inspections section of the general notes for required testing and inspection. SUBMITTALS 1. See Material sections of these General Notes for required shop drawings. 2. Submit one (1) copy of the required information (Manufacturers Data, Shop Drawings, etc) via electronic media (PDF or similar). 3. Reproducible copies of contract documents shall not be used. 4. Submittals shall be sent directly to the Architect for review and distribution. 5. Submittals shall be reviewed by Contractor and Subcontractor prior to submission. Drawings shall bear Contractor's approval stamp accepting responsibility for coordination of dimensions shown in the contract documents, quantities and coordination with other trades. 6. Allow 14 calendar days in the Structural Engineer's office for review of submittals. 7. Submittals will be returned to the Architect with Structural Engineer's review comments via electronic media. CAST -IN-PLACE CONCRETE GENERAL: 1. All concrete work shall conform to ACI318 and ACI 301 and tolerances shall conform to ACI 117 unless noted otherwise. Contractor shall keep a copy of these references on sii�al! tJrrt�s 2. Concrete Compressive Strength - See "Concrete Mix Design Requirements" table 3. Materials - See "Concrete Materials Des :nOPENtESOILS REPORT IS REQUIRED AT FOOTING ✓ FOUNDATIONS INSPECTION 100 PSF GENERAL: 1. The foundations have been designed based • as capacity of 2000psf. Earthwork and foundation soil preparation shall be performed to provide soil properties meeting the design criteria. 2. The Geotechnical Engineer shall inspect and test soils, earthwork and foundations - see special inspection and quality assurance sections of the general notes. Prior to placing foundations and slabs -on -grade, obtain approval from the Geotechnical Engineer indicating earthwork and soil preparation has been performed adequately to conform to the foundation design criteria. 3. Bottom of exterior footings, grade beams, and walls shall bear below final exterior grade for frost protection - see structural design criteria section of the general notes. CONCRETE MATERIALS DESIGNATION Material Standard Portland Cement ASTM C150, Type I or Type II Fly Ash ASTM C618, Class C or F Aggregate ASTM C33 Water Potable Water Reducing Admixture -- ASTM C494, Type A or Type D High Range Water Reducing Admixture ASTM C494, Type F or Type G Accelerator Admixture ASTM C494, Type C or Type E Air Entraining Admixture ASTM C260 Curing Compound ASTM C309, Type I, Class A Reinforcing Bars ASTM A615 -grade 60 (Specified Yield Strength = 60ksi) Welded Wire Fabric ASTM A185 Vapor Retarder below SOG ASTM E1745 -Class B NOTES: if acceptable to the 1. Type III Portland cement may be used Architect. ST,._ T URAL DESIGN CRITERIA Building Code: 2015 International Building Code / (Note 1) Local Jurisdiction: Garfield County Risk Category: II Wind Loading Basic Wind Speed V„ is = 115 MPH V / Exposure Category B V/ Snow Loading (Notes 2,3,4,6) Ground Snow Load, PB 57 PSF V V / 40 PSF Minimum Flat Roof Snow Load, Pf Importance Factor, Is 1.0 Terrain Category B Exposure Factor, Ce 1.0 Thermal Factor, Cc VARIES Slope Factor, C 1.0 Live Loads and Superimposed Dead Loads (Notes 5,6) Foundations 5% if concrete is exposed to freezing temperature and indicated in table. as delivered shall be +/- 1.5% for f'c a 5000 psi, 1.0% for (ACI 117) than 4"=+/- 1" 4"= +/- 1 1/2" as a range= No Tolerance concrete before addition of plasticizers or high -range water schedule for additional strength requirements Assumed Allowable Bearing Capacity 2000 PSF Minimum Frost Depth 36 IN NOTES: applicable edition of referenced code does not define edition shall be used. the Garfield County Building flat and sloped roofs are and based on the ground consider the following load snow loads, snow drifting, loads as well as partition loads according to Section area designation of snow, live, 1. The governing building code defines the codes and standards. Where governing building referenced codes and standards, the latest 2. Minimum flat roof snow load according to Department 3. All snow loads on the structure for both calculated in accordance with the 2015 IBC snow load stated above. Roof snow loads conditions: partial loading, unbalanced roof and sliding snow 4. Minimum uniform and concentrated live and applicable live load reductions are determined 1607 of the IBC 5. See Load Keys for numerical definition and and other gravity loads used in design CONCRETE MIX DESIGN REQUIREMENTS Element pc (psi) Cmpeent WMC MAggx CoAnir i,ztten Slump3 ExCoassue Footings 4000, NW I/II 02/15/18 3/4" Slab -on -Grade Subgrade Material 4.. FO CO SO,PO Exterior Slab -On -Grade Garage Slab -On -Grade 4000 NW I/II 0.40 3/4" 5 4" Fl,CO SO,PO TABLE FOOTNOTES: 5% if concrete is exposed to freezing temperature and indicated in table. as delivered shall be +/- 1.5% for f'c a 5000 psi, 1.0% for (ACI 117) than 4"=+/- 1" 4"= +/- 1 1/2" as a range= No Tolerance concrete before addition of plasticizers or high -range water schedule for additional strength requirements 1. Minimum air content equals moisture regardless of value 2. Tolerance on air content fc>5000 psi 3. Slump tolerances as follows Specified Slump not greater Specified Slump more than Where Slump is specified See ACI 301 for slump of reducing admixtures 4. Refer to concrete column GENERAL CONCRETE MIX NOTES: strength at 28 days unless noted the specified age. noted otherwise. Normal weight of 145 ± 5 pcf unless noted otherwise. dry density of 110 ± 5 pcf. strength = 6.7*Acc) regardless of ACI 301. the anticipated exposure of concrete below according to ACI 318/ACI301. noted thus: SO,S1,52,S3 PO,P1 noted thus: CO, C1, C2 based on the exposure above requirements (CO,C1,C2): content in concrete, by%weight of Cl = 0.3 C2 = 0.15 C1 = 0.06 C2 = 0.06 thaw exposure, restrictions on maximum apply. Refer to Table 4.4.2 in ACI 318 1. Strength (lc) is the 28 day otherwise or compressive 2. Concrete is normal weight compressive strength at concrete unless a dry density shall have a splitting tensile with the severity of indicated thus:F0,F1,F2,F3 Soil Exposure noted thus: Reinforcement for specific requirements mix design table Reinforcement chloride ion (CL-) CO = 1.0 CO = 0.06 to F3 freeze materials concrete (NW) shall have Lightweight concrete (LW) 3. Required minimum average concrete density. 4. Mix designs shall be in accordance 5. Exposure Class indicates members for each exposure Freeze Thaw Exposure noted Water -Soluble Sulfate in Permeability Requirements Corrosion Protection of Refer to ACI 301/ACI 318 category indicated in the 6. Corrosion Protection of Maximum water-soluble cement Reinforced Concrete: Prestressed Concrete: 7. Where concrete is exposed fly ash and/or other cementitious for requirements SPECIAL INSPECTIONS AND TESTING SHEET NO. SHEET NAME Class Category/Material Component/Work 1 2 3 4 5 c o Footing Soil Bearing Material HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO X Issued For 02/15/18 -`0o a S Slab -on -Grade Subgrade Material S 1.1 X Compaction X X X I MAIN LEVEL PLAN "' o NOTES: 1. Special inspection and testing are to conform to chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class 4: Audit and inspection of fabrication facility's quality control program, and collection of facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications F? FOOTING NOTATION XX' -XX" F? = FOOTING TYPE RE: SCHEDULE XX' -XX" = T/FTG ELEVATION i I \\ \ \ \ \N 0 WALLS AND COLUMNS WOOD FRAMED WALL ABOVE (E) CONSTRUCTION ABOVE WALL BELOW (ALL MATERIALS) WALL ABOVE W/ WINDOW * WALL ABOVE W/ DOOR * WOOD COLUMN ABOVE rEIS COLUMNS BELOW (ALL MATERIALS) *GIP CONCRETE SHOWN; GRAPHICS APPLY TO OTHER WALL MATERIALS - - - - - BEAM / GIRDER JOIST / RAFTER 0 S101 5101 REFERENCE XXX' - YY" Gh' s PLAN KEYS AND SYMBOLS WALL / BUILDING SECTION 1 = DRAFTING NUMBER S101 = SHEET NUMBER SECTION CUT 1 = DRAFTING NUMBER 5101 = SHEET NUMBER DETAIL CALL OUT 1 = DRAFTING NUMBER S101 = SHEET NUMBER ADDENDUM NUMBER STEPS AND SLOPES IN DECKS & SLABS YY� = STEP HEIGHT ELEVATION CALLOUT REFERENCE = T/OBJECT OR B/OBJECT XXX' -YY* = OBJECT ELEVATION COLUMN TYPE CX = COLUMN TYPE, RE: SCHEDULE WOOD JOIST HANGER H1 = JOIST HANGER TYPE, RE: SCHEDULE KEYED NOTE K = KEYED NOTE, RE: SCHEDULE NEW SHEET = REVISED DRAWING = NO MODIFICATIONS = • SHEET DELETED = ` SHEET NO. SHEET NAME ISSUE DATE AND TITLE W a 0 0 0 IS o 970.963.2562 Owner "N414411k Colorado Rocky Mountain School /1 crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Date Issued For 02/15/18 PERMIT S 1.1 1 -GENERAL NOTES IGENERAL NOTES AND LOAD KEY S 1.2 S 2.1 I MAIN LEVEL PLAN S 2.2 UPPER LEVEL & LOW ROOF FRAMING PLAN Project No: B0531 S 3.1 ,TYPICAL DETAILS & DETAILS GENERAL NOTES S 1.1 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com pini KL&A, Incu,. / woi n Golden • Loveland m oda • Buffalo WY Consultant doPpDO LlSF2 c?,.. ��P. aOy , S 42674 _T •'' 'FSS/UNALENc').• Stamp 970.963.2562 Owner "N414411k Colorado Rocky Mountain School /1 crms.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Date Issued For 02/15/18 PERMIT Project No: B0531 Drawn By: ENW GENERAL NOTES S 1.1 © 2018 KL&A. INC IIII IIII �lllill'I• I !„VMMI -�- a I v 78'-4” 26'-10" 5'-4" 14'-4 1/2" 9'-5 1/2" 3'-0" 19'-4" (E) SLAB -ON -GRADE OPEN -HOLE SOILS REPORT IS REQUIRED .AT FOOTING INSPECTION 2iGbb PSF 26'-10" 5'-4" (E) SLAB -ON -GRADE (E) SLAB -ON -GRADE 14'-4 1/2" 78'-4" (E) S UDWALL, TYP 9'-5 1/2" MAIN LEVEL PLAN 1/4" =1'-0" MAIN 1 EVFL PLAN NOTES: 1. FOOTINGS DESIGNED FOR ASSUMED ALLOWABLE BEARING PRESSURE OF 2.0 KSF. OWNER TO CONTRACT WITH GEOTECHNICAL ENGINEER TO VERIFY. 2. RE: SHEET S 1.1-S 1.2 FOR GENERAL NOTES, GENERAL LEGENDS AND TYPICAL DETAILS glW 19'-4" -7- A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Consultant ,�o�Pp 0 L l�F� ti•.•gyp. DO;:g't'� =� 426//74 P aIaFilll .155 .SS/O�NAE�,,0 Stamp 1ilountain 970.963:2562 Owner Colorado Rocky School ,•'l crrns irg HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Date Issued For 02/15/18 PERMIT Project No: 80531 Drawn By: ENW MAIN LEVEL PLAN S 2.1 v N 71r-4" G 26'-10" 5'-4" 14s-4 1/2" 9'-5 1/2" 3s-0" 19'-4" 4 S 3.1 2x4 9AF v �\ \r - S 3.1 N I I 0 a Q STRUCTURAL FASCIA PRE MANUFACTURED TRUSSES 024"0C, RE: ARCH FOR PROFILE U LSU26 /\P 2x4 (E) FLOOR FRAMING DOWN LUS26, TYP AT , o EA JOIST -‘,coT CONTRACTOR FRAMED STAIR N L III (N) WALL U I DETERIORATED PORTION OF STRUCTURAL FASCIA TO BE REPLACED W/ EQUIVALENT MEMBER EXISTING FRAMING TO REMAIN STRUCTURAL FASCIA e4,5; r7' �1 -9 1/4" 1'-8" 26'-f0" S 3.1 U' ,477777-l®p L W W a y Q U �I STRUCTURAL FASCIA 2x4 � / N • T - T 2x6 LSU26 nic3 9 �p 5'-4" -LUS26,1 TYP AT OUTLOOKER v PRE-ENGINEERED RF TRUSSE HAVE ENGINEERING FOR INSPECTOR r--- - AT TIME OF FRAME INSPECTION co z 2x6®24"OC 2x4 2x6®24 "0C` 2x4 STRUCTURAL FASCIA i 14'-4 1/2" X10 STRUCTURAL FASCIA S 3.1; 2xE X24"OC-'. H 2x4 STRUCTURAL FASCIA 9'-5 1/2" A\+6. Ep,F s\2x6 0 3s-01 X \ N 19'-4" k 78'-4" UPPER LEVEL & LOW ROOF FRAMING PLAN 1/4" =1'-0" UPPER LEVET / I OW ROOF PLAN NOTES;. 1. TYPICAL FLOOR IS ARCHITECTURAL FINISHES OVER 3/4" PLYWOOD FLOOR SHEATHING OVER WOOD JOISTS. TYPICAL FLOOR SHEATHING ATTACHMENT IS GLUE AND NAIL WITH 8696"0C AT EDGES AND 012"0C IN FIELD, UNO 2. TYPICAL LOW ROOF IS FINISHES AND INSULATION OVER 5/8" PLYWOOD ROOF SHEATHING OVER PREMANUFACTURED TRUSSES. ATTACH ROOF SHEATHING WITH 8d0r0C AT EDGES AND 012"OC IN FIELD, UNO. 3. RE: 'TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR' ON PLAN. 4. RE: ARCH FOR WINDOW AND DOOR LOCATIONS. 5. RE: SHEETS S1.1 -S1.2 for GENERAL NOTES, LEGENDS AND TYPICAL DETAILS 6. RE: SHEET (S1XXI FOR LOAD KEYS 4Ib) IS/ 14) 16)166 ?(o v h N 0 i� \ A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com pii0i KL&A, Inc.and . :INA ° as„ Consultant , sc; ?;DO LI�F� • 42674 { 90•, aJOblle& 4`,�2 FISSION,,L •'.c)%�', .. of Stamp Mountain 970.963.2562 Owner Colorado Rocky School // a i s.org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Date Issued For 02/15/18 PERMIT Project No: 80531 Drawn By: ENW UPPER LEVEL & LOW ROOF FRAMING PLAN 5 2.2 © 2018 KL&A. INC RE: 8/S 3.1 FOR FASCIA CONN RE: ARCH FOR TAPERED GEOMETRY RE: 8/S 3.1 FOR FASCIA CONN 2x BLOCKING BTWN RAFTERS FRAMING DETAIL 1" =1'-0" A35 ®48"OC PREMANUFACTURED TRUSS, RE: PLAN SIMPSON HANGER, RE: PLAN FULL HEIGHT BLKG BTWN TRUSSES T/PLATE RE: ARCH 19 FRAMING DETAIL r =1'-0" 2x4 FASCIA W/ (2) 16d NAILS EA END OF OF RAFTER RE: ARCH FOR TAPERED GEOMETRY (N) TRUSS, RE: PLAN H3 AT EA TRUSS (N) (2) 2x8 W/ TOP PLATE TIMBERLOK SCREW 024'0C CS18 STRAP W/ (16) 10d NAILS 04'-0" MAX 1x BLOCKING BTWN RAFTERS A35 ®48"OC rTh FRAMING DETAIL } 1., =1'-0.. 2)"OC IN (N) PLA ESW 4TO (E) PLATE AND STUDS (2) OLYLOG SCREWS AT EA POST 3/16 } WOOD BEAM, RE: PLAN WOOD COL, RE: PLAN R1/2"x6"x1'-10" W/ (2) 1/2"# BOLTS ?1/2"x5 1/2"x0'-6" (2) 3/4"tfr ANCHOR BOLT, 9` MID EMBED P 12"# CONC PIER W/ (1) 15 VERT FRAMING DETAIL 1" =1'-0„ 21 -0"x21 -0"x10" FOOTING W/ (1) 15 EW BOT TIMBERLOK SCREW, TYP AT EA RAFTER FOR TAPERED GEOMETRY, RE: ARCH (N) (2)2x8 BLKG BTWN TRUSSES r FRAMING DETAIL HU34 TYP AT EA RAFTER 1" = 1'-0„ 2 w x PRE -MANUFACTURED TRUSS, RE: PLAN H3, TYP AT EA TRUSS KING (WIND) STUDS EACH SIDE. MINIMUM NUMBER OF KING STUDS EACH SIDE IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN HEADER CONNECTION, RE: TABLE HEADER BEARING STUDS EACH SIDE, RE: TABLE RE: 8/S 3.1 FOR FASCIA CONN RE: ARCH FOR TAPERED GEOMETRY FRAMING DETAIL 1.. =1'-0" FULL HEIGHT BLKG BTWN TRUSSES A35 ®48"0C (N) TRUSS, RE: PLAN H3 AT EA TRUSS TOP VIEW NAIL W/ (8) 16d ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD ELEVATION NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 3610 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 3124 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 16d016110C. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2308.5.3.2 TYPICAL TOP PLATE SPLICE X SPAN XXX FI FVATION HEADERS IN LOAD BEARING WALLS SPAN DIMENSIONED LUMBERNO DOUGLAS -FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES OF BEARING STUDS EACH END HEADER CONNECTION 3'-0" (3) 2x6 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" 3 1/2'x6"1 1 4x10d 4'-0' (3) 2x6 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" 3 1/2"x6"1 1 4x10d 5'-0" (3) 2x8 (3) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" 3 1/2`x6"1 1 4x10d 6'-0" (3) 2x10 (2) 1 3/4"x7 1/4" (2) 1 3/4"x/ 1/4" 3 1/2"x7 1/2" 2 6x10d 7'-0" (3) 2x12 (2) 1 3/4`x9 1/2' (3) 1 3/4"x7 1/4" 3 1/2"x7 1/2" 2 6x10d 8'-0" N/A (2) 1 3/4"x9 1/2" (2) 1 3/4"x9 1/2" 3 1/2"x9" 2 6x10d 9'-0` N/A (3) 1 3/4"x9 1/2" (3) 1 3/4'x9 1/2" 3 1/2"x9 1/2" 2 8x10d 10'-0" N/A (2) 1 3/4"x11 7/8" (3) 1 3/4"x9 1/2" 3 1/2"x 10 1/2" 3 8x10d RECOMMENDED HEADERS IN INTERIOR NON -LOAD BEARING WALLS10 SPAN DIMENSIONED LUMBERNO DOUGLAS -FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES OF BEARING STUDS EACH END HEADER CONNECTION 3'-0" (2) 2x4 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1,/2" 3 1/2"x6" 1 2x10d 4'-0" (3) 2x4 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" 3 1/2"x6" 1 2x10d 5'-0" (2) 2x6 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2' 3 1/2"x6" 1 2x10d 6'-0° (3) 2x6 (2) 1 3/4"x5 1/2" (2) 1 3/4`x5 1/2" 3 1/2 x6` 1 2x10d 7'-0" (2) 2x8 (3) 1 3/4"x5 1/2' (3) 1 3/4"x5 1/2" 3 1/2"x6" 1 2x10d 8'-0" (3) 2x8 (2) 1 3/4"x7 1/4" (2) 1 3/45(7 1/4` 3 1/2"x7 1/2" 1 2x10d 9'-0" (3) 2x10 (3) 1 3/4"x7 1/4" (2) 1 3/4"x7 1/4" 3 1/2"x7 1/2" 1 2x10d 10'-0" (3) 2x10 (2) 1 3/4"x9 1/2" (3) 1 3/4"x7 1/4" 3 1/27x7 1/2' 1 2x10d NOTES: 1. THIS TABLE APPLIES TO HEADERS WHICH ARE NOT EXPLICITLY CALLED OUT ON PLAN WITH SPANS OF 10'-0" OR LESS 2. HEADERS IN LOAD BEARING WALLS DESIGNED FOR 1000 PLF DEAD + LIVE LOAD. 3. HEADERS IN NON -LOAD BEARING WALLS DESIGNED FOR 400 PLF DEAD + LIVE LOAD. 4. DIMENSIONED LUMBER HEADERS TO BE DOUGLAS -FIR Not. 5. LVL = LAMINATED VENEER LUMBER: Fb = 2600 PSI, E = 2000 KSI 6. LSL = LAMINATED STRAND LUMBER: Fb = 2250 PSI, E = 1500 KSI 7. GLULAM GRADE IS 24F -V4 DF 8. LIVE LOAD DEFLECTION CRITERIA IS L/360 9. HEADERS SUPPORTING POINT LOADS FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED FROM THIS TABLE. NOTIFY STRUCTURAL ENGINEER. 10. RE: ARCH FOR LOCATIONS OF NON -LOAD BEARING WALLS. TYPICAL WOOD HEADER TABLE NTS NTS 16d012" STAGGERED (AT DOUBLE MEMBERS ONLY) 1 1/4"xi6GA STRAP W/ (13) 8d NAILS AND 14" EACH SIDE OF JOINT ELEVATION RIM BOARD: MATCH JOIST SIZE NOTES: 1. STAGGER SPLICES 10'-0" (MIN). 2. WHERE PLAN CALLS FOR DOUBLE MEMBER USE SPLICE FOR BOTH. 3. ALLOWABLE TENSION THROUGH THE SPLICE IS 1705 LB. TYPICAL RIM BOARD SPLICE NTS 1 1/2° (2) PART COL STAGGERED 16d COMMON WIRE NAILS 04"0C, ALT SIDES TYPICAL STUDS, RE: PLAN FOR SPACING ATTACH SHEATHING W/ FIELD NAILING OR SCREWS NAILS OR SCREWS 08"0C MAX AT BOUNDARY LAMINATIONS OF STUD PACK ►E31 t1"-'411 1/2" (.5) PART COL STAGGERED 16d COMMON WIRE NAILS 04"0C, ALT SIDES 1/2° 4TH PART TYP (3) PART COL (4. OR 5) PART COL 4TH PART - STAGGERED 16d COMMON WIRE NAILS 04"0C 1��111111� .NN (3), (4), OR (5) PART STUD PACK PLYWOOD, OSB OR GYPSUM WALL SHEATHING NAILS OR SCREWS AT 8'0C MAX AT BOUNDARY AND MIDDLE LAMINATIONS AT (5) PLY STUD PACK TYPICAL WALL SHEATHING TO STUD PACK ATTACHMENT TYPICAL STUD PACK NAILING NTS A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com 0Cti KL&A, , nc.Builders caa� Ye.aa�e o•Allool 21 • Buffalo. WY Consultant :9.'• Stamp .. 'i•. F Dd: •. 0 `. (II 42674 ala611%-.:�`ep� .SS/ONAC EN, . A' 970.963.2562 Owner or Colorado Rocky Mountain School !1 cru org HOLDEN HOUSE RESIDENCES HOLDEN WAY CARBONDALE, CO Date Issued For 02/15/18 PERMIT Project No: B0531 Drawn By: ENW TYPICAL DETAILS & DETAILS S 3.1 e 2018 KL&A. INC EXISTING CONCRETE STAIR ---- ROUTE --j ROUTE COMBUSTION — AIR AND FLUE FROM BOILERS UP SIDEWALL IN CHASE. MECHNSIGALCIENEEta 1. DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FfRING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. MECHANICAL FLAG NOTES: 1. NEW BOILER SEE SCHEDULE AND BOILER PIPING SCHEMATIC FOR DETAILS. ROUTE DIRECT VENT FIRE AND COMBUSTION AIR DUCT THROUGH SIDEWALL OR ROUTE IN VERTICAL CHASE WITH HWS/HWR PIPING TO ROOF TERMINATION. 2. INDIRECT WATER HEATER SEE SCHEDULE. 3. ROUTE HWS/HWR PIPING TO RESIDENCE BUILDING USING PRE—INSULATED, DIRECT BURIAL PIPING SYSTEM. I I I I I I I NEW CONC. PIER & FTG.. FOR PORCH COLS. PER STRUCTURAL TYP. FOR (4) I N \\'1 I I i MECHANICAL - FIRST FLOOR SLAB SCALE: 1 /4"=1 ' —0' NORTH EXISTING STONE WALL. APPROX. S-0" ABOVE EXISTING SLAB - TYP. DO NOT REPRODUCE THESE DRAWINGS /NUO SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE OESIGNER. TIE DRAWMGS N!D SPEdRGTONS NiE INSIT.I.YENis a T¢ sFAWCE Ni0 THE P O , 'CMS cnQ; ��O (� OF,?,- W WoQ o QcnMEig 0 �U x0 (SATE: ISSUED FOR: 1 2/21/17 100% J ()ATE: 2/21/2017 17-164 BCE BCE SCALE: SHEET NUMBER: M1-1 JOB NO: DRAWN BY: CHECKED BY: AS SHOWN qu H.tal�® 6"0 MRCP sr v O O BB 4 i 0 i Offikts ary alev nt ivrimivogioH YhIN" A9f m a how► eros �j s SAG"tMi 0 044 smell Hod' bti d irotte 00 f 0 uia lle-ae g pkv 90. mg”.2 © „' 0 II Fa Ilk41P ;$.7. :IP ��ne IJi„ •1all ®fedi CD - MECHANICAL - FIRST FLOOR SCALE: 1 /4"=1'-0' C.* NORTH i9 MECHANICAL GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. FLAG NOTES: 1. HOT WATER SUPPLY/RETURN FROM HEALTH CENTER BUILDING. ROUTE TO RADIANT CABINET HEATERS. SEE BOILER SCHEMATIC ON SHEET M1-7. SEE TRENCH DETAIL ON SHEET M1-7. 2. ROUTE EXHAUST FROM CEILING EXHAUST FAN TO EXTERIOR. PROVIDE TERMINATION WITH CAP WITH INSECT SCREEN. 3. ROUTE 4" DRYER VENT TO SIDEWALL. PROVIDE TERMINATION WITH CAP. CONTRACTOR SHALL INSTALL PER MANUFACTURER'S REQUIREMENTS AND ALL APPLICABLE CODES. MAINTAIN MINIMUM CLEARANCES FROM ALL BUILDING ENVELOPE OPENINGS. SIDENCES (SATE: ISSUED FOR: 2/21/17 100% J ATE: 2/21/2017 ` 17-164 BCE BCE SCALE: AS SHOWN SHEET NUMBER: M1-4 2 JOB NO: DRAWN BY: CHECKED BY: J 6" RESTROOM EXHAUST TO ROOF. PROVIDE TERMINATION WITH CAP. 6" RESTROOM EXHAUST TO ROOF. PROVIDE TERMINATION WITH CAP. C 6" RESTROOM EXHAUST TO ROOF. PROVIDE TERMINATION WITH CAP. 6" RESTROOM EXHAUST TO ROOF. PROVIDE TERMINATION WITH CAP. MECHANICAL - SECOND FLOOR PLAN SCALE: 1 /4"=1'-0' NORTH MECHANICAL GENERAL NOTES: 1. DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL, PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. I DO NOf REPROWCE T/ESE DRAWIN05 N1D SPECFIGiN)NS WIfHOUi TIE E%PR6SE0 NiiR1EN PEPoISSIOH OF TIE DESN,YIEA. TIE DRAWWGS AND sFEalatuR9 APE rsmuFms a nx SEANCE rRo SIWl RE4NN TIE PROPERTY OF TIE DESIGNER WHEMER TIE PRQFLT TOR WXM]I TIEY ARE YRDE 6 FXDCUIFD OR NOT. TIESE DRAN►IDS AND SPECIRGTIX6 SHNL NDT BE USED RY ANYCNE pl ANY ORIEA PROEI.'IS EOfl ADglldl5 ro TIB TRTIf7EN PR Ft1 OTHERS IXCEPT BY TIE IXPRESSFD F7J \EPoDSSIOH OF TIE OESIC/ER. l ,r. -A i., U is r --I vi N N W a vi 0 U EbA bA 7r v N � o Lia O; W bmoo W Q U t(;) y N U y � O 3tia U � ig g DC7 I V1 W Z 4.1 O Q c T--�-1 V1 O g r � Q I-, V1 , O Q c., �W W , .c, c.) 4z O °° 1.10 M Q z� 7i- U w Q o (SATE: ISSUED FOR: 2/21/17 100% 1 ()ATE: 2/21/2017 ` JOB NO: 17-164 DRAWN BY: BCE CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: M1-5 MECHANICAL PROVISIONS 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ACHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. FLEXIBLE DUCT WORK A. FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERIAL BASE. FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. 5. REFRIGERENT A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A WAY AS TO BE INCONSPICIOUS AND FREE FROM ANY POSSIBLE CONDENSATION. B. INSULATE REFRIGERANT LINES WITH ARMOUR -FLEX TYPE INSULATION, SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 6. DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERWISE SHOWN ON DRAWINGS. D. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING. H. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. DRAINAGE PIPING A. (CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS. PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN. 8. HVAC CONTROLS A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED. 9. ELECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 10. PIPE SUPPORTS A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 11. GAS PIPING A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 12. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. C. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. D. PEX TUBING, IF PEX TUBING IS USED AS AN APPROVED ALTERNATE FOR APPLICATIONS WHERE METALLIC PIPING IS THE BASIS OF DESIGN. THE PEX MANUFACTURER SHALL SUBMIT SHOP DRAWINGS CLEARLY INDICATING THAT THE DESIGN HAS BEEN ANALYZED AND MODIFIED, AS REQUIRED TO MAINTAIN SCHEDULED HYDRONIC SYSTEM PARAMETERS. ANY DESIGN RESULTING IN INCREASED SYSTEM PRESSURE DROP AS A RESULT OF IMPROPER PEX SIZING OR DESIGN SHALL NOT BE PERMITTED. 13. TESTING AND BALANCING A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. 12" MINIMUM ABOVE AVERAGE SNOW ACCUMLATION CLAMP FLASI N G PITCHED i9, •••„s„�.xtt ROOF • ct • FLUE EXHAUST PIPE -� SHEET METAL STRAP COMBUSTION AIR PIPE CONCENTRIC SLOPED ROOF TERMINATION INSTALLATION DETAIL (TYPICAL FOR HIGH EFFICIENCY GAS FURNACES) N.T.S. REDUCING BUSHING EXHAUST y AIR INTAKE a AIR OUTSIDE ELBOW CO\C CLAMP 18" MIN. ABOVE FINISHED GRADE - - \TRIC WALL TER \STALLATIO\ D_ v \ A T I Oft AIL EXHAUST AIR (TYPICAL FOR HIGH EFFICIENCY GAS FURNACES) N.T.S. REMOVABLE CAP EACH DIMENSION IS EQUAL TO FAN NEGATIVE STATIC PRESSURE LOCAL ROOF DRAIN, FLOOR DRAIN, OR FLOOR SINK. CONDENSATE DRAIN DETAIL N.T.S. FULL SIZE OF DRAIN CONNECTION APPROVED AIR GAP HEIGHT RADIANT BASEBOARD SCHEDULE PUMP SCHEDULE EQUIPMENT NO. SERVICE LOCATION GPM HEAD (FT.) MOTOR MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS RPM V./PH./HZ. HP AMPS CP -1 SYSTEM RECIRCULATION BOILER RM 40 35 1100 - 240/1/60 1.50 8 TACO - VR25-3 NOTE -1 CP -2 SYSTEM RECIRCULATION BOILER RM 40 35 1100 - 240/1/60 1.50 8 TACO - VR25-3 NOTE -1 CP -3 HEALTH CENTER WH BOILER RM 14 20 500 23 240/1/60 0.68 6 TACO - VR15-3 NOTE -1 CP -4 DUPLEX WH MECH RM 14 20 500 - 240/1/60 0.68 6 TACO - VR15-3 NOTE -1 CP -5 WH RECIRCULATION BOILER RM 2 9 - 3250 230/1/60 1/8 1.2 TACO - 0010-SF3-IFC NOTE -2 BB -6 HEALTH FACILITY FLOOR 10 6,765 0.55 65 160 STERLING - LCS-11 COORD. WITH ARCH. NOTE -2 NOTES: 1. PROVIDE WITH POWER DISCONNECT, VARIABLE SPEED PUMP, CAST IRON CASING, STAINLESS STEEL IMPELLER, STAINLESS STEEL SHAFT, METAL IMPREGNATED CARBON BEARING. MOTOR HORSEPOWER SHALL BE GREATER THAN NON -OVERLOADING BREAK HORSEPOWER. 2. PROVIDE POWER DISCONNECT, INTEGRAL CHECK VALVE, STAINLESS STEEL/NON-METALLIC CONSTRUCTION. PUMP SHALL BE RATED FOR DOMESTIC WATER USE. MOTOR HORSEPOWER SHALL BE GREATER THAN NON -OVERLOADING BRAKE HORSEPOWER. RADIANT BASEBOARD SCHEDULE EQUIPMENT NO. SERVICE LOCATION LEFTT" ( ) HEATING MOTOR MANUFACTURER & MODEL FINISH OPTIONS/ACCESSORIES HEAT OUTPUT (BTU) GPM VOLT/PH/HZ EAT (°F) EWT (°F) BB -1 HEALTH FACILITY FLOOR 4 2,040 0.17 120/1/60 65 160 STERLING - LCS-10 COORD. WITH ARCH. NOTE -1 BB -2 HEALTH FACILITY FLOOR 2 1,020 0.08 82 65 160 STERLING - LCS-10 COORD. WITH ARCH. NOTE -1 BB -3 HEALTH FACILITY FLOOR 8 4,080 0.33 23 65 160 STERLING - LCS-10 COORD. WITH ARCH. NOTE -1 BB -4 HEALTH FACILITY FLOOR 6 3,060 0.25 BTU/HR 65 160 STERLING - LCS-10 COORD. WITH ARCH. NOTE -1 BB -5 HEALTH FACILITY FLOOR 4 2,805 0.33 1,400 65 160 STERLING - LCS-10 COORD. WITH ARCH. NOTE -2 BB -6 HEALTH FACILITY FLOOR 10 6,765 0.55 65 160 STERLING - LCS-11 COORD. WITH ARCH. NOTE -2 NOTES: 1. PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT FOR ZONE CONTROL, 3/4" DIAMETER TUBE WITH COPPER/ALUMINUM ELEMENT (R04), ZONE CONTROL VALVE, AND BAKED ENAMEL COATING. 2. PROVIDE WITH 7 -DAY PROGRAMMABLE THERMOSTAT FOR ZONE CONTROL, 3/4" DIAMETER TUBE WITH COPPER/ALUMINUM ELEMENT (R04), ZONE CONTROL VALVE, DOUBLE STACKED RADIATOR COIL, AND BAKED ENAMEL COATING. EXHAUST FAN SCHEDULE EQUIPMENT NO. SERVICE LOCATION CFM EXTERNAL STATIC PRESS (IN. WG,) MOTOR MANUFACTURER & MODEL OPTIONS/ACCESSORIES WATTS HP RPM VOLT/PH/HZ EF -1 R.R. CEILING 71 0.25 8.70 - 1112 120/1/60 PANASONIC - FV-VS15VK1 NOTE -1 EQUIPMENT NO CAPACITY RECOVERY @100 DEG F. RISE BTU PER HR. BOILER CONNECTION WATER CONNECTION MANUFACTURER & MODEL OPTIONS/ACCESSORIES WH -1 82 266 NOTES: 1. PROVIDE WITH MOTOR STARTER, POWER DISCONNECT, MULTI SPEED CONTROLLER WITH TIME DELAY, MOTION SENSOR, BACKDRAFT DAMPER, VIBRATION ISOLATION KIT, AND CONDENSATION SENSOR. BOILER SCHEDULE EQUIPMENT NO. SERVICE INPUT CAPACITY (BTU/HR.) OUTPUT CAPACITY (BTU/HR.) BOILER VOLUME (GALLONS) FLUE/COMB. AIR SIZE (INCHES) ELECTRICAL MANUFACTURER & MODEL OPTIONS/ACCESSORIES AMPS V./PH./HZ. BL -1 DUPLEX/HEALTH CENTER 285 271 5 4 - 120/1/60 LOCHINVAR - KBN286 NOTE -1 NOTES: 1. PROVIDE WITH ASME RELIEF VALVE, VARIABLE SPEED BOILER PUMP, CSD -1 CONTROLS, CONCENTRIC VENT KIT, LOW-WATER CUTOFF W TH MANUAL RESET & TEST, FLOW SWITCH, ADJUSTABLE HIGH LIMIIT WITH MANUAL RESET, MODULATING TEMPERATURE CONTROL, CONDENSATE NEUTRALIZING KIT, HIGH ALTITUDE KIT SIZED PER LOCATION ELEVATION, AND BLOWER MOTOR.COORDINATE HORIZONTAL OR VERTICAL TERMINATION KIT WITH FINAL FLUE/COMBUSTION AIR TERMINATION LOCATION. INDIRECT WATER HEATER SCHEDULE EQUIPMENT NO CAPACITY RECOVERY @100 DEG F. RISE BTU PER HR. BOILER CONNECTION WATER CONNECTION MANUFACTURER & MODEL OPTIONS/ACCESSORIES WH -1 82 266 160,000 1" 1-1/2" LOCHINVAR - SIT080 NOTE -1 26 T.C. CONTROL PANELS 23 23 26 23 MOTOR AND SOLENOID VALVES DAMPER MOTORS 23 NOTES: 1. PROVIDE ASME P/T RELIEF VALVE - ELECTRIC UNIT HEATER SCHEDULE PUSH BUTTONS AND PILOT LIGHTS EQUIPMENT NO. SERVICE CFM HP RPM BTU/HR KW AIR TEMP. RISE (F) FULL LOAD AMPS (FLA) V/PH/HZ MANUFACTURER & MODEL OPTIONS/ACCESSORIES 26 EUH-1 MECH. 245 - 1,400 6,826 2 - 8.3 240/1/60 RAYWALL - AFH2120SD NOTE -1 NOTES: 1. PROVIDE POWER DISCONNECT, RECESSED WALL SLEEVE, INTEGRAL THERMOSTAT, CABINET UNIT HEATER SCHEDULE EQUIPMENT NO. SERVICE DIMENSIONS HEATING MANUFACTURER & MODEL OPTIONS/ ACCESSORIES OUTPUT (BTU/HR) FLOW (GPM) EAT (°F) EWT (°F) CUH-1 DUPLEX 6"X4'X24" 5,925 0.83 65 160 STERLING - CONVECTOR NOTE -1 CUH-2 DUPLEX 6"X20"X16" 1,540 0.22 65 160 STERLING - CONVECTOR NOTE -1 NOTES: 1. PROVIDE WITH ZONE CONTROL 7 -DAY PROGRAMMABLE THERMOSTAT, ZONE CONTROL VALVE, ACCESS DOORS, BAKED ENAMEL FINISH, DUAL INLET BOTH ENDS, KNOB DAMPER, PIPING KNOCKOUT, PERFORATED FRONT. RESPONSIBLE DIVISION ITEM FURNISHED SET POWER- WIRED CONTROL WIRED EQUIPMENT 23 23 26 MAG MOTOR STARTERS 23 26 26 23 DISCONNECT SWITCHES 26(1) 26(1) 26 - SWITCHES, MANUAL AND MULTI -SPEED 23 26 26 - CONTROLS, RELAYS, TRANSFORMERS 23 23 26 23 THERMOSTATS AND TIME SWITCHES 23 23 26 23 LINE VOLTAGE THERMOSTATS 23 23 26 26 T.C. CONTROL PANELS 23 23 26 23 MOTOR AND SOLENOID VALVES DAMPER MOTORS 23 23(2) - 23(2) PUSH BUTTONS AND PILOT LIGHTS 23 23(2) 23(2) HVAC CONTROLS 23 23 26 23 EXHAUST FAN SWITCHES 23 26 26 23(2) FIRE PROTECTION CONTROLS 26 26 26 26 FIRE AND SMOKE DETECTORS 26(3) 26(3) 26 26(3) (1) UNDER DIVISION 23 IF FURNISHED FACTORY -WIRED AS PART OR IF FURNISHED WITH COMBINATION STARTERS. (2) IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26. (3) FOR UNITS FACTORY MOUNTED IN OR ON MECHANICAL EQUIPMENT OR DUCTS, FAN STOP CONNECTIONS SHALL BE UNDER DIVISION 23, ALL OTHER CONNECTIONS UNDER DIVISION 26. H0/� I-1 H (A< moo W U�w uz:1H W WOO Q cAus M O -t U �O / DATE: ISSUED FOR: 2/21/17 100% �Q E: 2/21/2017 JOB NO: 17-164 DRAWN BY: BCE CHECKED BY: RCE SCALE: AS SHOWN SHEET NUMBER M1-6 FINISHED GRADE 4" DYED RED CONCRETE BACKFILL FINE SAND BACKFILL CONTAINING NO ROCKS WIDTH AS NECESSARY FOR SAFE INSTALLATION OF HEADER PAIRS LOCATOR TAPE SUPPLIED AND INSTALLED BY UTILITY CONTRACTOR BEVEL TRENCH WALLS AS NECESSARY FOR SAFETY AS CONDITIONS DEMAND 1 /2"0 SUPPLY/RETURN BURIED UTILITY LOCATION AND DIRECTION CHANGE INDICATOR 1. AT EVERY LOCATION WHERE THE UTILITY PIPING IS BURIED AN INDICATOR SHALL BE PLACED. THIS INDICATOR SHALL LIST THE TYPE OF UTILITY AND DEPTH OF BURIAL THE INDICATOR SHALL BE PLACED AT EVERY 20 FEET AND EVERY CHANGE OF DIRECTION. HOT WATER SUPPLY/RETURN TRENCH DETAIL N.T.S. SEQUENCE OF OPERATION: FLEXIBLE CONNECTION CONCEAL R/R/NC MOUNT FAN FROM STRUCTURE ABOVE WITH METAL STRAPS & VIBRATION ISOLATION PROVIDE BDD CE LING EXHAUST AND WALL CAP REGISTER MODEL RA CEILING EXHAUST FAN DETAIL NOT TO SCALE ON A CALL FOR HEATING FROM ANY ZONE THERMOSTAT, THE SYSTEM PUMP CP -1 SHALL START AND THE BOILER CONTROL SYSTEM SHALL BE ENABLED TO FIRE AND SEQUENCE THE BOILERS. THE BOILER CONTROL SYSTEM SHALL CONTROL THE FIRING AND SEQUENCING OF THE BOILERS. THE CONTROLS SHALL MONITOR OUTSIDE AIR, HOT WATER SUPPLY AND HOT WATER RETURN TEMPERATURES. THE BOILER CONTROLS SHALL START/STOP THE INDIVIDUAL BOILER CIRCULATION PUMPS. ON A CALL FOR DOMESTIC WATER HEATING, THE PUMPS CP -3 & CP -4 SHALL BE STARTED AND A DOMESTIC HOT WATER HEATING DEMAND SIGNAL SHALL BE SENT TO THE BOILER CONTROL SYSTEM. THIS WILL ALLOW THE BOILERS TO FIRE TO MAINTAIN DOMESTIC WATER HEATING PRIORITY. PUMPS CP -3 & CP -4 SHALL RUN CONTINUOUSLY. WALL MOUNTED ZONE THERMOSTATS SHALL CONTROL ZONE VALVES AT EACH ZONE TO MAINTAIN SPACE TEMPERATURE. E— HWR H S TACO AIR VENT I 12" MAX. I PIPE RELIEF DRAIN FULL SIZE TO FLOOR DRAIN G 0 O —G 1 1/2" 1-1/2" 1--E) \/BL2\ O THERMOMETER STRAINER {2" z UNIT CAB/NET ACCESS DOORS TO VALVES RADIATOR VALVE AUTO. TEMP. CONTROL VAL VE TYPICAL FI DRAIN VALVE HOSE CONNECT/ON TO OTHER UNITS SEE FLOOR PLAN CONCEAL P/P/NC COMB/NAT/ON BALANCING cC SHUT—OFF VALVE \ TU3E WADIATIO\ PIPING DETAIL NOT TO SCALE ZONE THERMOSTAT ZONE THERMOSTAT TO RADIANT BASEBOARD Z TACO 2" AIR SEPARATOR HWS Ketipie f;JZ��@OVIDED WITH lltYtiSbN PUMP. TYP. CIRCUIT SETTER 1/2" CP 2 A.,,,—TACO AIR VENT O� BOILER DRAIN TO DRAIN or-j>T � EXACPAO NSION TANK AXIOM #MF100 GLYCOL FEEDER HWR PRESSURE GAUGE O 1K Tim O 1-1/2" L, L 1 1/4" 115' HWS z /GUH\ TO OTHER UNITS SEE FLOOR PLAN AIR VENT — COIL —\ DRAIN VALVE(3/4") 3— DRAIN — T g ZONE THERMOSTAT O LOCATION FOR INSTALLING TEST PLUGS FOR TEMP. AND/OR PRESSURE PROBE. PIPING A CONTROL VALVE NOTE 2 NOTE 1 NOTES 1. HOT WATER SUPPLY BALL VALVE UP TO 2 1/2" BUTTERFLY VALVE 3" AND UP 2. HOT WATER RETURN CIRCUIT SETTER BALANCING VALVE W/POSITIVE SHUT—OFF UP TO 2 1/2" PLUG VALVE 3" TO 6" R�ANGEv1E\T - CA3I\ET U\IT HEATER NOT TO SCALE ZONE THERMOSTAT ZONE THERMOSTAT TO RADIANT CABINET HEATERS Z HOT WATER SUPPLY AND RETURN ROUTED UNDERGROUND TO DUPLEX t1-1/2" 1-1-1/2" L AMTROL EXPANSION TANK DOMESTIC HOT WATER ANTI—SCALDING VALVE 1 1/2" 1-1/4" —1-1/4" 1/ -7r- 40 DOMESTIC RECIRCULATION 14 DOMESTIC COLD WATER 1 1/2" O 7 ,z 14 DRAIN AMTROL EXPANSION TANK DOMESTIC HOT WATER ANTI—SCALDING VALVE 1— 1 1/2" — 7_21 1/2" DOMESTIC COLD WATER CONDENSATE DRAIN TYPICAL BUILDING HEATING BOILER PIPING DETAIL SCALE: NTS NOTE: FINAL FILL OF SYSTEM SHALL BE WITH SOLUTION OF 30% PROPYLENE GLYCOL. /ATE: ISSUED FOR: 2/21/17 ()ATE: 2121/201;\ JOB NO: 17-164 DRAWN BY: BCE CHECKED BY: BCE SCALE: AS SHOWN SHEET NUMBER: M1-7