Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
611 LAPORTE AVE - CARRIAGE HOUSE - FDP230018 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILS
SITE LOCATIONFort Collins, CO 80521Larimer County, Colorado611 Laporte AvenueARCHITECT/DESIGNER:Asher Architects512 5th StreetBerthoud, CO 80513(970) 532-9970Contact: David Stranathansam@asherarch.comSTRUCTURAL ENGINEER:CTL THOMPSON, INC400 North Link LaneFort Collins, Colorado 80524(970) 206-9455Contact: Devin Hougarddhougrad@ctlthompson.comGENERAL CONTRACTOR:Hutch Design Build(970) 294-1557Contact: Noah Hutchinsonconnect@hutchdesignbuild.comOWNER:Curt and Jill Bear611 Laporte AveFort Collins, CO 80521PROJECT NARRATIVECURT AND JILL BEAR ARE PROPOSING TO CONSTRUCT A CARRIAGE HOUSE AT THE BACK OF THEIR LOT AT 611 LAPORTE AVENUE. THE GROUND FLOOR WILL BE 597 SQFT. THE UPPER FLOOR WILL BE 390 SQFT WITH A CEILING HEIGHT EQUAL TO OR ABOVE 7’-6”WITH AN ADDITIONAL 298 SQFT WITH A CEILING HEIGHT OF LESS THAN 7’-6”. NEW UTILITIES WILL BE PROVIDED TO THE STRUCTURE INCLUDING WATER, SEWER, GAS, AND ELECTRICITY. THE EXISTING BUILDINGS ARE SHOWN IN THE SITE PLAN.GENERAL NOTES1. THE TERM “OWNER”SHALL DENOTE THE CLIENT, OR OWNER, AS DESIGNATED IN THE CONTRACT. THE TERM “GENERAL CONTRACTOR”OR “CONTRACTOR”SHALL DENOTE THE CORPORATION, COMPANY, PARTNERSHIP, FORM OR INDIVIDUAL WHO HAS ENTERED INTO THE CONTRACT FOR THE PERFORMANCE OF THE WORK AND HAS ENGAGED SUBCONTRACTORS TO PERFORM A PART OF THE WORK. THE TERM “DESIGNER”REFERS TO "ASHER ARCHITECTS".2.THE USE OF THE WORDS “PROVIDE”AND “PROVIDED”IN CONNECTION WITH ANY ITEM SPECIFIED SHALL BE INTENDED TO MEAN THAT THE ITEM SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO REQUIRED.3.ALL DIMENSIONS ARE TAKEN TO FACE OF STUD, GRID CENTERLINES, OR FACE OF MASONRY UNLESS OTHERWISE NOTED.4.DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE.5.THE DRAWINGS AND SPECIFICATIONS ARE SUPPLIED TO ILLUSTRATE THE DESIGN INTENT AND THE GENERAL TYPE OF CONSTRUCTION REQUIRED. THEY ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP.6.DRAWINGS AND GENERAL NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE WILL BE BINDING AS IF CALLED FOR BY ALL. WORK SHOWN OR REFERRED TO ON ANY DRAWING SHALL BE COMPLETED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.7.ALL WORK PERFORMED AND MATERIAL INSTALLED SHALL BE, AS A MINIMUM STANDARD, IN STRICT CONFORMANCE WITH THE LATEST EDITIONS OF ALL GENERAL CODES, REGULATIONS AND ORDINANCES INCLUDING THE BUILDING CODE. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK.8.CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN, NOTED, SPECIFIED, OR REASONABLY INFERRED FROM THE CONSTRUCTION DOCUMENTS.9.THE GENERAL CONTRACTOR UPON ACCEPTANCE OF THE DRAWINGS AND SPECIFICATIONS ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE WORK, AND SHALL COMPLY WITH THE SPIRIT AS WELL AS THE LETTER OF THAT WHICH IS CONTAINED THEREIN.10.THE SCOPE OF WORK DESCRIBED BY THE CONTRACT DOCUMENTS IMPLIES A COMPLETED PROJECT. MINOR OMISSIONS FROM AND DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT VOID SUCH INTENTION. THE CONTRACTOR SHALL INFORM THE DESIGNER IN WRITING OF ANY CONFLICTS,OMISSIONS AND DISCREPANCIES PRIOR TO CONSTRUCTION.11.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. HE SHALL COORDINATE ALL PORTIONS OF THE WORK UNDER THE CONTRACT.12.THE GENERAL CONTRACTOR SHALL PERFORM HIGH-QUALITY PROFESSIONAL WORK. MATERIALS SHALL BE JOINED TO UNIFORM, ACCURATE FITS SO THAT THEY MEET IN NEAT, STRAIGHT LINES FREE OF SMEARS OR OVERLAPS. EXPOSED MATERIALS SHALL BE INSTALLED APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES TO OR FLUSH WITH ADJACENT MATERIALS. THE WORK OF EACH TRADE SHALL MEET ALL NATIONAL STANDARDS PUBLISHED BY THE TRADE, EXCEPT WHERE THE REQUIREMENTS OF THE CONTACT DOCUMENT ARE MORE STRINGENT.13. THE PRESENCE OF AN ARCHITECTURAL REPRESENTATIVE ON THE JOBSITE DOES NOT IMPLY CONCURRENCE OF APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE DESIGNER SPECIFIC ITEMS FOR WHICH HE DESIRES TO OBTAIN APPROVAL.14. THE GENERAL CONTRACTOR SHALL CORRECT DEFECTS IN MATERIAL AND WORKMANSHIP NOTED BY THE DESIGNER DURING PERIODIC SITE OBSERVATIONS AND AT PROJECT CLOSE-OUT.15. THE GENERAL CONTRACTOR SHALL TURN THE PROJECT OVER TO THE OWNER FREE FROM ALL CONSTRUCTION DEBRIS, SCRAPS, MATERIALS AND EQUIPMENT; WITH ALL INTERIOR GLASS FREE FROM MANUFACTURER'S LABELS AND TAPE AND CLEAN ON BOTH SIDES; WITH ALL DOORS AND BUILT-IN MILLWORK WIPED DOWN AND FREE OF DIRT, GREASE AND OTHER FOREIGN MATERIAL.INSULATION REQUIREMENTS2021 INTERNATIONAL ENERGY CONSERVATION CODECLIMATE ZONE 5BGLAZING WINDOWS/DOORS U-VALUE = 0.3 OR BETTERSKYLIGHT U-VALUE = 0.5CEILING R-VALUE = 60WALL R-VALUE = 21FLOOR R-VALUE = 38UNHEATED SLABS = R-10, 4' DEEP AT PERIMETER R-5 UNDER SLAB IF HEATEDAIR DUCTS = R-8HOT WATER PIPES = R-5BUILDING CODESCITY OF FORT COLLINS, LARIMER COUNTY, COLORADO2021 INTERNATIONAL RESIDENTIAL BUILDING CODE IRC2021 INTERNATIONAL ENERGY CONSERVATION CODE 1View Name1/8" = 1'-0"1A101SIM1A101SIM1A101SIMA1011SIMA10111234A10100.000.000.000.088ar888a1i188NameElevationDRAWING TITLESCALEBUILDING SECTIONDIRECTION OF SIGHTDRAWING NUMBERSHEET NUMBERWALL SECTIONDIRECTION OF SIGHTDRAWING NUMBERSHEET NUMBERDETAIL CUTDIRECTION OF SIGHTDRAWING NUMBERSHEET NUMBERDETAIL CALLOUTEXTERIOR ELEVATIONDIRECTION OF SIGHTDRAWING NUMBERSHEET NUMBERINTERIOR ELEVATIONDIRECTION OF SIGHTDRAWING NUMBERSHEET NUMBERCOLUMN CENTERLINEREFERENCE GRID & BUBBLEROOM TAGNAMENUMBERSQUARE FOOTAGEPARTITION OR WALL TYPE DOOR NUMBERWINDOW FRAME TYPE KEYNOTE DESIGNATIONREVISION DELTAVERTICAL ELEVATION DATUMNORTH ARROWGRAPHIC SCALELINE SYMBOLSCENTER LINEGRID LINEPROPERTY LINECUT LINE0'Room name101150 SF1GLAZING TYPE TAGTOILET ACCESSORY TAGA3NUMBERRATEDACOUSTICPLAN MATCH LINEGRAPHIC STANDARDSARCHITECTURAL SYMBOLSCODE STUDY: 2021 IRCALL CONSTRUCTION DETAILS TO COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND ANY APPLICABLE LOCAL AMENDMENTS. -PROVIDE 4" ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (R319.1) -TOILETS MUST BE LOCATED IN A MINIMUM 30-INCH WIDE SPACE WITH AT LEAST 21 INCHES CLEAR SPACE IN FRONT OF THE WATER CLOSET. (R307.1 AND FIGURE R307.1) -BATHROOMS AND WATER CLOSET COMPARTMENTS SHALL BE PROVIDED WITH A WINDOW NOT LESS THAN 3 SQ. FT. (1.5 SF OPERABLE) OTHERWISE A BATHROOM EXHAUST SYSTEM MUST BE PROVIDED. MINIMUM EXHAUST RATES SHALL BE DETERMINED BY SECTION M1505. (R303.3)ROOF:-WHERE ICE MAY FORM ALONG THE EAVES CAUSING A BACKUP OF WATER, AN ICE BARRIER SHALL BE INSTALLED PER IRC 905.1.2-PROVIDE DRIP EDGE AT ALL EAVES + RAKES OF ROOFDOORWAYS:-FRONT DOOR TO BE 36" WIDE. THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT SHALL NOT BE LESS THAN 78 INCHES. (R311.2)-PROVIDE A FLOOR LANDING ON EACH SIDE OF REQUIRED EXTERIOR EXIT DOORS, THE WIDTH NOT LESS THAN THE DOOR SERVED, LENGTH IS 36-INCHES MINIMUM, LANDING ON THE EXTERIOR SIDE MAY NOT EXCEED 7-3/4 INCHES BELOW TOP OF THRESHOLD (DOOR MAY NOT SWING OVER LANDING) (R311.3 & R311.3.1) -A TOP LANDING NOT EXCEEDING 7-3/4 INCHES BELOW TOP OF THRESHOLD IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF A DOOR OTHER THAN THE REQUIRED EXIT DOOR (DOOR MAY NOT SWING OVER LANDING). (R311.3.2)-EGRESS DOORS SHALL BE READILY OPERABLE (FROM EGRESS SIDE) WITHOUT USING A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (R311.2)EMERGENCY ESCAPE:-ALL SLEEPING ROOMS TO BE PROVIDED WITH AN EMERGENCY ESCAPE AND RESCUE OPENING. (R310)GENERAL ACCESS:-PROVIDE A CONTINUOUS PATHWAY 36" FINISHED WIDTH TO ALL AREAS OF THE HOME. DOOR OPENINGS EXCLUDED. WINDOWS:-PROVIDE TEMPERED GLASS WITHIN WINDOW AND DOOR OPENINGS WHERE REQUIRED BY CODE. (R308.4.5) -GLAZING IN A HAZARDOUS LOCATION (NEAR SPA, BATHTUB OR SIMILAR AREA WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60-INCHES ABOVE A STANDING SURFACE OR FROM WATER'S EDGE) IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. (R308.4.5)-GLAZING ADJACENT TO DOORS WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60”ABOVE THE FLOOR, CLOSER THAN 2', ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF DOOR IN CLOSED POSITION & WITHIN 2'OF HINGE SIDE OF AN IN-SWING DOOR SHALL BE TEMPERED. (R308.4.2)-HABITABLE ROOMS SHALL HAVE AN AGGREGATE WINDOW AREA OF NOT LESS 8 PERCENT OF THE ROOMS FLOOR AREA. -4 PERCENT OF THE ROOMS FLOOR AREA SHALL BE PROVIDED AS OPERABLE WINDOWS TO PROVIDE NATURAL VENTILATION. -PROVIDE ARTIFICIAL LIGHT AND VENTILATION FOR AREAS WITHOUT NATURAL LIGHT AND VENTILATION REQUIRED BY R303.1, EXCEPTION 1 AND 2. -PROVIDE EGRESS WINDOWS PER CODE AT EACH BEDROOM. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.-BASEMENT EGRESS WINDOWS SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. (R310.1, R310.2 AND 310.3.2.2). -SITE BUILT LANDSCAPE WINDOW WELLS SHALL HAVE A HORIZONTAL AREA NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36-INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (R310.2.3)-PROVIDE A PERMANENT MOUNTED LADDER WHERE WINDOW WALLS ARE OVER 44" DEEP.MECHANICAL / PLUMBING: -PROVIDE SUPPLY AND RETURN AIR TO ALL HABITABLE ROOMS. (R303.10)-PROVIDE A LEVEL WORKING SPACE NOT LESS THAN 30-INCH DEEP BY 30-INCH WIDE IN FRONT OF THE CONTROL SIDE OF HVAC AND WATER HEATING APPLIANCES TO SERVICE. PROVIDE CLEARANCES FROM UNPROTECTED COMBUSTIBLE MATERIALS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (M1305.1 & M1306.1)-HEATED WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A CIRCULATION PUMP. THE HOT WATER PIPING MUST BE INSULATED WITH R-3 INSULATION WHERE THE PIPING IS 3/4-INCH DIAMETER OR LARGER. (N1103.5)-AGGREGATE AREA OF EXPOSED CEILING JOISTS WITHIN THE MECHANICAL ROOM NOT TO EXCEED 80 S.F. PER R302.13. -DRYWALL PENETRATIONS FOR DUCTING, VENTING, ELECTRICAL ARE ACCEPTABLE. -PROVIDE MECHANICAL EXHAUST FROM BATHROOMS WITH 50 CFM SWITCHED OPERATION IF LESS THAN 3 S.F. OF OPERABLE WINDOW IS PROVIDED.ELECTRICAL:-A SMOKE ALARM IS REQUIRED ON EACH STORY INCLUDING ANY BASEMENT LEVEL, MUST BE INTERCONNECTED SUCH THAT ACTUATION OF ONE WILL ACTUATE ALL SMOKE ALARMS, THEY ARE REQUIRED TO BE WIRED TO THE PRIMARY POWER SOURCE AND HAVE BATTERY BACKUP. (R314.3 & R314.4) -CARBON MONOXIDE (CO) ALARMS ARE REQUIRED ON EACH STORY INCLUDING ANY BASEMENT LEVEL, MUST BE INTERCONNECTED SO THAT ACTUATION OF ONE WILL ACTUATE ALL CO ALARMS, THEY ARE REQUIRED TO BE WIRED TO THE PRIMARY POWER SOURCE AND HAVE BATTERY BACKUP. (R315.3 AND R315.5)-PROVIDE ELECTRICAL RECEPTACLES WITHIN HABITABLE ROOMS SO THAN NO POINT ALONG WALLS IS MORE THAN 6 FEET FROM AN OUTLET. (NEC 210.50 (A)(1))-PROVIDE ELECTRICAL RECEPTACLES ABOVE KITCHEN COUNTERTOPS SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES FROM AN OUTLET. (NEC 210.50 (B)(3)(1))-PROVIDE AT LEAST ONE GFCI PROTECTED ELECTRICAL WALL RECEPTACLE WITHIN 36 INCHES OF THE OUTSIDE EDGE OF EACH LAVATORY BASIN. (NEC 210.50 (D) AND 210.8 (A)(1))-PROVIDE A GFCI PROTECTED ELECTRICAL RECEPTACLE AT THE FRONT AND BACK OF THE DWELLING. (NEC 210.50 (E)(1), NEC 210.50 (E)(3) AND 210.8 (A)(3))-PROVIDE FLUSH MOUNT OR RECESSED LED CEILING FIXTURES WITHIN ALL CLOSETS (RE 4003.12)STAIRS:-STAIRS MUST PROVIDE MINIMUM WIDTH OF 36 INCHES, MINIMUM HEADROOM VERTICALLY FROM NOSING LINE IS 6 FEET 8 INCHES, MAXIMUM RISE OF IS 7 3/4 INCHES AND THE MINIMUM RUN IS 10 INCHES. (R311.7.1, R311.7.2, R311.7.5.1 AND R311.7.5.2) -RESIDENTIAL STAIR TREADS NOSING PROJECTION OF 3/4-INCH MINIMUM TO 1-1/4-INCHES MAXIMUM AND RADIUS CURVATURE NOT GREATER THAN 9/16 OR BEVEL OF 1/2-INCH. NOSING PROJECTION NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11-INCHES. (R311.7.5.3 AND EX.) -A CONTINUOUS HANDRAIL IS REQUIRED ALONG A STAIRWAY, IT IS REQUIRED TO BE 34 TO 38 INCHES ABOVE THE NOSING OF THE STEPS, THE MAXIMUM SIZE OPENINGS IN THE HANDRAIL/GUARDRAIL ON THE OPEN SIDE OF A STAIRWAY IS 4 3/8 INCHES. (R312.1.3, EXCEPTION 2 & R311.7.8) -A 36-INCH HIGH GUARDRAIL IS REQUIRED WHERE STEP IS GREATER THAN 30 INCHES TO FLOOR OR GRADE BELOW. THE SPACING BETWEEN MEMBERS SHALL BE A MAXIMUM OF 4 INCHES. (R312.1.1) -THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH SHALL BE NOT LESS THAN THE WIDTH OF THE STAIR FLIGHT SERVED BUT NOT LESS THAN 36-INCHES. (R311.7.6) -IF INSTALLED, ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. (R302.7) -HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS AND MUST PROVIDE CODE REQUIRED GRASPABILITY. (R311.7.8 AND R311.7.8.5) -INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS TO A MINIMUM OF NOT LESS THAN 1 FOOT-CANDLE MEASURED FROM THE CENTER OF THE TREADS AND LANDINGS WITH A WALL SWITCH AT EACH FLOOR LEVEL. (R303.7) -EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY EXCEPT WHEN PROVIDING BASEMENT ACCESS FROM OUTDOOR GRADE LEVEL, THE LIGHT SOURCE SHALL BE LOCATED AT THE BOTTOM OF THE STAIRWAY. (R303.8)INSULATION:-INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ENERGY CONSERVATION CODE AND ANY LOCAL AMENDMENTS. -INSULATION NOT IN CONCEALED SPACES WITH FACING IN CONTACT WITH WALL OR CEILING SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR LESS. (R302.10.1)-INSULATION APPLIED TO THE EXTERIOR FOUNDATION WALLS SHALL HAVE A RIGID, OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING TO PREVENT DEGRADATION OF THE INSULATION THERMAL PERFORMANCE EXTENDING A MINIMUM OF 6" BELOW GRADE. (N 1101.11.1) -VENTILATE ABOVE FIBERGLASS ATTIC INSULATION OR APPLY R-20 MINIMUM SPRAY FOAM AT THE UNDERSIDE OF ROOF DECK ABOVE FIBERGLASS INSULATION. (R806.5 & TABLE R806.5) FRAMING:-PROVIDE FIRE BLOCKING TO PREVENT HORIZONTAL AND VERTICAL DRAFT OPENINGS EVERY 10' AND TO CREATE A FIRE BARRIER BETWEEN STORIES AND TO ATTICS (R302.11)FIRE PROTECTION:-PROVIDE FIRE PROTECTION IN BETWEEN BASEMENT CEILING AND FIRST FLOOR (R302.13)CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:19 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMIT0.0JAN 23, 2022DANIEL02/05/2109/12/22COVERSHEETDAVIDLAPORTE CARRIAGE HOUSEAREA SCHEDULE PER FORT COLLINS MUNICIPAL CODETYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFGrand total: 3 965 SFNSCALE:1/16" = 1'-0"1VICINITY PLAN---------NOT TO SCALE---------LAND USE SUMMARYLEGAL DESCRIPTION:LOT 4 AND W 1/2 OF LOT 3, BLK 271, LOOMIS, FTCPARCEL NUMBER:9711305004ZONING:NEIGHBORHOODCONSERVATION, MEDIUMDENSITY ZONE DISTRICTUSE:CARRIAGE HOUSELOT SIZE:0.24 ACRES OR 10,700 SQFTEXISTING HOUSE FOOTPRINT:1,004 SQFTEXISTING SHED FOOTPRINT:247 SQFTPROPOSED CARRAIGE HOUSE FOOTPRINT:597 SQFTPROPOSED PATIO FOOTPRINT:470 SQFTPROPOSED PARKING AREA:437 SQFTPROPOSED WALKWAY:497 SQFTTOTAL OPEN SPACE:7,448 SQFT OR 70%AREA SCHEDULE - BY LEVELTYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SF2597 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFUPPER LEVEL CLG HGT BELOW 7'-6" T.O. SUBFLR 2 301 SF4670 SFGrand total: 6 1267 SF611 Laporte AvenueFort Collins, CO 80521SHEET INDEXSHEET NO. SHEET NAMEA2.1 ELEVATIONS0.0 COVER SHEETARCHITECTURALA1.1 FOUNDATION PLANA1.2 FLOOR PLANSA1.3 FLOOR PLANSA1.4 ROOF PLANA2.0 ELEVATIONSA3.0 BUILDING SECTIONSA5.0 DETAILSA5.1 DETAILS 2A7.0 ELECTRICAL PLANSSTRUCTURALS1.0 FOUNDATION PLANS1.1 FRAMING PLANSD1 FRAMING PLANSD2 FRAMING DETAIL 89° 44' 42"60.14'NE0° 01' 19"168.14'NW0° 00' 00"168.12'SW89° 45' 33"60.20'NELAPORTE AVEALLEYCONCRETE SIDEWALKEXISTING SINGLE FAMILY DWELLING1,004 SQFTEXISTING SHED247 SQFTEXISTINGCHICKEN COOPEXISTINGPARKING AREAREAR SETBACK5' - 8"SIDE SETBACK5' - 0"SIDE SETBACK5' - 0"FRONT SETBACK15' - 0"LOT CENTER LINEPROPOSED CARRIAGE HOUSE10' - 0"EDGE OF FOUNDATIONAT GROUND LEVELROOF OVERHANGDECK24' - 4"UPPER LEVEL OVERHANGDIMENSIONS ARE TOFACE OF FOUNDATIONTYP.7' - 0"PROPOSED WALKWAY TO CONNECT PROPOSED CARRAIGE HOUSE THROUGH EXISTING GATE TO LAPORTE AVENUE.EXACT LOCATION PER GC.WALKWAY TO BE CREATED WITH EXISTING LIMESTONE0.23 acresLOT 410,070 sqft0.24 acresPROVIDE CARRIAGE HOUSEADDRESS IN A LOCATION VISIBLEFROM WALKWAY TO SIDEWALKCONNECTIONCHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:20 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA1.0JAN 23, 2022DANIEL 02/05/2109/12/22SITE PLANDAVIDNSCALE:1" = 10'-0"1SITE PLAN 1A3.0POST ABOVEFOUNDATIONPER ENGINEERPOST ABOVEFOUNDATION PER ENGINEERPOST ABOVEFOUNDATION PER ENGINEERCONCRETE SLAB ABOVECONCRETE APRON ABOVE VERIFY SIZE WITH OWNERFOUNDATION WALL PER STRUCTURAL14' - 4"ON CENTER8' - 5 1/4"2 3/4"16' - 2 1/4"2 3/4"2 3/4"ON CENTER12' - 6 1/4"ON CENTER12' - 6 1/4"2 3/4"23' - 0"16' - 2 1/4"2 3/4"7' - 9 1/4"12' - 0"13' - 6"RIGID INSULATION @ PERIMETERFOUNDATION OF CLIMATE CONTROLLEDAREASEE SECTIONCONCRETESTOOPABOVE2' - 4"9' - 4"1' - 10"25' - 6"BLOCKOUT 1' 4" @ GARAGE DOORUNEXCAVATEDBELOW GARAGEUNEXCAVATEDBELOW OFFICECONCRETE SLAB OVERFILL PER STRUCTURALCONCRETE SLAB OVERFILL PER STRUCTURALUNEXCAVATEDBELOW SLABCONCRETE SLAB OVERFILL PER STRUCTURALTYP. TOP OF FOUNDATION = 99' -8 1/2"TYP ADJACENT GRADE = 99' -2"2ND FLOOR CANTILEVERBLOCKOUT FOUNDATION @ MAN DOOR1' - 2"3' - 4"9' - 0"3' - 4"3' - 4 1/8"12' - 9"12' - 9"25' - 6"39' - 5"4A3.0FRAMING PLAN LEGENDPOST BELOW BEAM: 3-2X6 U.N.O. POST ABOVE BEAM: 3-2X6 U.N.O. BEAM AS NOTEDINTERIOR BEARING WALL BELOWFRAMING AS NOTEDWALL AT LEVEL BELOW-ARCHITECTS FOUNDATION PLAN IS TO SHOW INTENT OF FOUNDATION SIZE AND LAYOUT. STRUCTURAL ENGINEERS DRAWINGS SUPERCEDE. VERIFY WALL AND FOOTING SIZES AND LOCATIONS WITH STRUCTURAL SHEETS. NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED. -ALL DIMENSIONS ARE TO CENTERLINE OF BEAM /COLUMN OR FACE OF CONCRETE WALL.-SLOPE FINISH GRADE AWAY FROM STRUCTURE AT ALL SIDES. LANDSCAPE AREAS TO SLOPE AWAY FROM HOME AT 10% MIN. FOR FIRST 10' AND THEN @ 2%. CONCRETE PATIOS AND FLATWORK TO SLOPE AWAY FROM HOME @ 2%. VERIFY DRAINAGE ON SITE PRIOR TO SETTING TOP OF FOUNDATION HEIGHT. IF DRAINAGE APPEARS TO BE A CONCERN NOTIFY ARCHITECT. -BACKFILL SHALL BE COMPACTED AND GRADED TO PROVIDE ADEQUATE DRAINAGE AWAY FROM THE FOUNDATION. BACKFILL SHOULD NOT BE WATER SETTLED. BACKFILL ADJACENT TO THE FOUNDATION SHOULD BE EXPECTED TO SETTLE OVER TIME AND SHOULD BE MONITORED AND MAINTAINED TO PROVIDE ADEQUATE DRAINAGE AWAY FROM THE FOUNDATION.-TYPICAL SLABS: 4" CONCRETE SLAB OVER 4" GRAVEL BASE WITH 1/2" EXPANSION JOINT AT PERIMETER AND TOOLED CONTROL JOINTS AT BEAM LINES AND EVERY 15' +/-OR PER ENGINEER.-TIE ALL EXTERIOR FLATWORK TO FOUNDATION WITH #4 TIE BARS AT 2'-0" O.C. OR PER ENGINEER.-POINT LOAD IF SHOWN INDICATES A CONCENTRATED LOAD FROM ROOF OR FLOORS ABOVE.-PROVIDE WEB STIFFENER AT JOIST(S) AND SOLID LUMBER BLOCKING BETWEEN JOISTS.-PROVIDE SOLID LUMBER BLOCKING BEHIND RIM JOIST AT ALL DECK LEDGER LINES.-MAINTAIN 4" CONCRETE PROTECTION ABOVE WALKWAYS AND WHERE POSSIBLE. PROVIDE METAL FLASHING OVER WALL TO FOUNDATION JOINT WHEN WALKWAYS ARE LESS THAN 4" BELOW TOP OF FOUNDATION. TAPE TOP OF FLASHING TO WEATHER RESISTANT BARRIER LAYER. -PROVIDE 10 MILL VAPOR BARRIER BELOW CONCRETE SLABS. CAULK VAPOR BARRIER TO CONCRETE FOUNDATION WALL. -VERIFY DRAINAGE RECOMMENDATIONS WITH SITE SPECIFIC SOILS REPORT -PROVIDE PASSIVE RADON PUMP BELOW SLABS @ LIVING ROOMGENERAL FOUNDATION NOTESCHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:20 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA1.1JAN 23, 2022DANIEL 02/05/2109/12/22FOUNDATIONPLANDAVIDSCALE:1/4" = 1'-0"1_FLOOR PLAN 0 - FOUNDATION W/DUP25' - 6"25' - 6"23' - 0"16' - 5"1' - 10 1/4"DECK ABOVESTAIRS TO UPPER LEVEL2 3/4"8' - 5 1/4"14' - 4"GARAGE10113' - 6"5' - 7"6' - 5"14' - 8 1/4"8' - 3 3/4"STORAGE CABINETSBATH 1102MUDROOM103OFFICE104EDGE OF SECOND FLOOR ABOVE18' - 2"CONCRETESTOOPTANKLESSWATER HEATERLOCATIONCONCRETE PATIOHOT TUB LOCATIONCONCRETE APRON7' - 0"5' - 0"1A3.0EDGE OF FLOOR ABOVEEDGE OF FLOOR ABOVE9 1/4" JOIST DIRECTION101B103A104B101AA1026' - 2 1/2"12' - 9 1/2"6' - 6"99' - 4 1/2"99' - 4 1/2"98' - 10 3/4"99' - 8"+/-SLOPE @ 1/4JOISTS @ 12" O.C.FOR SYNTHETICDECKING OPTIONRUN TRUNK LINE UPTHROUGH JOIST BAYFOR ATTIC DUCTINGASSUMED BEARING WALLBEARING WALLSLOPE @ 1/44" STEPSLOPE @ 1/4TRIM WRAPPEDDROP BEAMPER ENGINEERTRIM WRAPPEDDROP BEAMPER ENGINEERTRIM WRAPPEDDROP BEAMPER ENGINEERSOFFIT BOARD ORT&G CEILINGS AT PATIO9 1/4" JOIST DIRECTIONEDGE OF DECK ABOVE8' -5 5/8" PLATE HEIGHT@MUDROOM ONLYSEE SECTION DETAIL9' -1 1/8" PLATE HGTTYP3' - 4 1/2"14' - 7 3/8"5' - 0 1/8"ELECTRIC PANELR-38 TYPE C INSULATION@ CEILING BELOWCONDITIONED AREAVERIFY SHEATHING INSTALLATIONAND TYPE WITH STRUCTURAL ENG.103BFURNACE4A3.0PROVIDE ACCESS PANEL INCLOSET TO SHUT OFF W/DWATER VALVESPATIO SHALL NOT BE USEDAS PARKING AND SHALLNOT BE ENCLOSEDFRAMING PLAN LEGENDPOST BELOW BEAM: 3-2X6 U.N.O. POST ABOVE BEAM: 3-2X6 U.N.O. BEAM AS NOTEDINTERIOR BEARING WALL BELOWFRAMING AS NOTEDWALL AT LEVEL BELOWWINDOW TYPE LEGENDFIXED GLASS PANEL WINDOW FXD=SINGLE HUNG WINDOWSH=DOUBLE HUNG WINDOWDH=CASEMENT OUTSWING WINDOWCS=AWNING WINDOWAW=SLIDER WINDOWSLD=GENERAL: -ALL FINISHES TO BE COORDINATED AND VERIFIED WITH HOME OWNER-ALL DIMENSIONS ARE TO ROUGH FRAME. -FILL HEADER VOID WITH RIGID INSULATION WHERE POSSIBLE-ALL WINDOWS ARE DUAL GLAZED WITH LOW E. OWNER TO REVIEW PRIOR TO ORDERING. -CENTER ALL WINDOWS IN WALLS EXCEPT WHERE INDICATED OTHERWISE.WALLS: -ALL EXTERIOR WALLS ARE 2X6 SPF #2 WOOD STUDS WITH R-20 MIN. STUD WALL INSULATION AND R-5 CONTINUOUS INSULATION UNLESS NOTED OTHERWISE. -PROVIDE ALTERNATE BID FOR 2" CLOSED CELL SPRAY FOAM AGAINST EXTERIOR SHEATHING AND R-13 BATT INSULATION.-EXTERIOR SHEATHING TO BE 7/16" ZIP SHEATHING WITH INTEGRATED R-6 CONTINUOUS INSULATION-INTERIOR BEARING WALLS ARE 2X4 SPF #2 WOOD STUDS OR PER ENGINEER.-INTERIOR NON BEARING WALLS ARE 2X4 WOOD OR METAL STUDS OF SUITABLE QUALITY AND GRADE TO PROVIDE FINISHED WALLS WITH 1/4" OR LESS DISTORTION OVER THE WALL HEIGHT -PROVIDE SOLID LUMBER BLOCKING FOR ALL WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO TOILET PAPER HOLDER, TOWEL HOLDERS, TV'S, SHELVING, GRAB BARS, ETC. -PROVIDE FLOATING WALLS PER SOILS REPORT WITHIN GROUND LEVEL FINISHED AREAROOF:-ROOF SHEATHING TO BE 15/32" OSB SHEATHING OR PER ENGINEER. -PROVIDE ALTERNATE BID FOR 15/32" ZIP SHEATHING.-THIS ROOF ASSEMBLY IS A NONVENTED ROOF AREA. PROVIDE R-22 MIN. CLOSED CELL SPRAY FOAM INSULATION APPLIED TO UNDERSIDE OF ROOF SHEATHING AND R-38 TYPE C BATTS BELOW TO PROVIDE R-60 MIN. TO COMPLY WITH 2021 IRC, SEE SECTION FOR DETAILS.-TRUSSES AND ATTACHMENT PER TRUSS MANUFACTURER OR TRUSS DESIGNER.-SEE ROOF NOTES FOR ADDITIONAL REQUIREMENTS -INSULATE ALL ATTIC DUCTING IF APPLICABLE. DRYWALL, TRIM, PAINT: -DRYWALL FINISH LEVEL AND TEXTURE PER OWNER.-ALL DRYWALL FINISHED AREAS TO RECEIVE ONE COAT PVA PRIMER AND TWO COATS OF LATEX PAINT, COLOR PER OWNER. -ALL CASINGS, BASEBOARDS, AND TRIMS PROPOSED TO BE PAINT GRADE MATERIAL. PROVIDE ALTERNATE BID BETWEEN MDF GRADE TRIM AND FINGER JOINTED WOOD TRIM. -VERIFY SIZE AND STYLE OF ALL TRIM WITH OWNER. -WINDOW OPENINGS ASSUMED TO BE DRYWALL RETURNS AT SIDES AND TOP. PAINT GRADE WOOD WINDOW SILLS. FLOOR COVERING: -ALL FLOOR FINISHES PER OWNER TO BE COORDINATED WITH G.C. ELECTRICAL SYSTEM:-GC TO COORDINATE NEW ELECTRIC PANEL INSTALLATION WITH LOCAL PROVIDER. -LICENSED ELECTRICIAN TO SET NEW BREAKER PANEL AND DETERMINE PANEL DISTRIBUTION. -VERIFY ANY SPECIAL REQUIREMENTS WITH OWNER AND OFFER TO WALK THE HOUSE FOR BOX PLACEMENT WITH THE OWNER ONCE FRAMING IS NEARING COMPLETION. MECHANICAL SYSTEM: -SEE DUCTING PLAN AND SPECIFICATIONS PROVIDED BY OTHERS. NOTIFY ARCHITECT OF ANY DUCTING CONFLICTS, AWKWARD LOCATIONS, OR LOW CEILING HEIGHTS ENCOUNTERED DURING CONSTRUCTION. WINDOWS: -CENTER ALL WINDOWS IN WALLS EXCEPT WHERE INDICATED OTHERWISE.-WINDOW SIZES SHOWN ON THE PLANS ARE TYPICAL WINDOW SIZES OFFERED BY MOST MANUFACTURERS. ADJUSTMENTS MAY BE REQUIRED DUE TO MANUFACTURER SPECIFIC SIZES AND AVAILABILITY. -NO SPECIFIC MANUFACTURER IS SPECIFIED-PROVIDE DUEL GLAZED WINDOWS WITH LOW E GAS AT ALL WINDOW OPENINGS-WINDOW U-VALUE 0.30 OR BETTER-PROVIDE TEMPERED GLASS WITHIN AND ADJACENT TO DOOR OPENINGS AND ABOVE HAZARDOUS LOCATIONS PER CODE-WHITE VINYL FRAME WINDOWS ARE ANTICIPATED. VERIFY ALL WINDOW DETAILS WITH OWNER PRIOR TO ORDERING. -NOTIFY ARCHITECT IF ANY SIGNIFICANT CHANGES TO WINDOW SIZES ARE PROPOSED. DOORS:-VERIFY DOOR PANEL STYLE, HARDWARE, AND FINISHES WITH OWNER. -PROVIDE ALTERNATE BID FOR CAVITY SLIDER BRAND POCKET DOOR SYSTEM OR EQUAL HIGH QUALITY POCKET DOOR SYSTEM FOR ALL POCKET DOORS. -ALL DOORS, JAMBS, AND CASINGS ARE ANTICIPATED TO BE PAINT GRADE.-ALL DOORS TO HAVE MINIMUM 4" JAMB EXCEPT WHERE INDICATED OTHERWISE.GENERAL FLOOR PLAN NOTESCHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:25 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA1.2JAN 23, 2022DANIEL 02/05/2109/12/22FLOORPLANSDAVIDSCALE:1/4" = 1'-0"1_FLOOR PLAN 1 -FIRST FLOORWINDOW SCHEDULETAG TYPE COUNT-HEADHEIGHTCOMMENTSWIDTH HEIGHTA CS 3'-0" X 4'-6" 1 3' - 0" 4' - 6" 7' - 4"B CS 5'-0" X 4'-6" 1 5' - 0" 4' - 6" 7' - 4"C CS 2'-8" X 4'-0" 1 2' - 8" 4' - 0" 6' - 10"D CS 2'-0" X 4'-0" 2 2' - 0" 4' - 0" 5' - 8"Grand total: 5DOOR SCHEDULEMARK TYPE COMMENTS WIDTH HEIGHT COMMENTSExterior101A Overhead Garage Door 0" 0" OPTIONAL 9' HGT - VERIFY CLEARANCE101B Single Swing Half Lite 3' - 0" 6' - 8"103A Single Swing Half Lite 3' - 0" 6' - 8"203 Single Swing Half Lite 3' - 0" 6' - 8"Exterior: 4Interior102 Single Swing 2' - 6" 6' - 8"103B Craftsman III 2' - 0" 6' - 8"104 Single Swing 2' - 8" 6' - 8"201A Single Swing 2' - 8" 6' - 8"201B Single Swing 2' - 8" 6' - 8"202 Single Swing 2' - 8" 6' - 8"Interior: 6Grand total: 10AREA SCHEDULE - BY LEVELTYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SF2597 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFUPPER LEVEL CLG HGT BELOW 7'-6" T.O. SUBFLR 2 301 SF4670 SFGrand total: 6 1267 SF9' -0"8' -0"AREA SCHEDULE PER FORT COLLINS MUNICIPAL CODETYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFGrand total: 3 965 SF DNFRAMING PLAN LEGENDPOST BELOW BEAM: 3-2X6 U.N.O. POST ABOVE BEAM: 3-2X6 U.N.O. BEAM AS NOTEDINTERIOR BEARING WALL BELOWFRAMING AS NOTEDWALL AT LEVEL BELOWWINDOW TYPE LEGENDFIXED GLASS PANEL WINDOW FXD=SINGLE HUNG WINDOWSH=DOUBLE HUNG WINDOWDH=CASEMENT OUTSWING WINDOWCS=AWNING WINDOWAW=SLIDER WINDOWSLD=1' - 0"18' - 2"5' - 6"17' - 6"1' - 0"8' - 0"2' - 0"2' - 9 9/16"15' - 10 13/16"4' - 9 9/16"8' - 10 3/4"BEDROOM 1201BATH 2202KITCHEN203LIVING ROOM2041A3.04' - 0"7' - 10 13/16"4' - 0"203201ACRAFTER DIRECTIONSTICK BUILT ORTRUSS DIRECTIONRAFTER DIRECTIONSTICK BUILT ORTRUSS DIRECTIONOPTIONALATTIC ACCESSPROVIDE 4x4 SUPPORTPOST EVERY 6" MAX4'-0" -7'-6"CLG HGTGREATER THAN7'-6" CLG HGT4'-0" -7'-6"CLG HGT4'-0" -7'-6"CLG HGT4'-0" -7'-6"CLG HGTPROVIDE CONTINUOUS HANDRAIL@ 36" CAPABLE OF SUPPORTING200LB HORIZONTAL LOAD AT ANYGIVEN POINTSPINDALS SPACED SO THATOPENINGS ARE LESS THAN 4"STAIRS TO GRADEMAX RISER 7 3/4"MIN TREAD 10"SKYLIGHT ABOVESKYLIGHT ABOVE109' - 10 1/4"EDGE OF WALL BELOWPROVIDE WATERPROOF MEMBRANEBELOW THIS AREA OF DECK2' - 9"2' - 9"109' - 10 1/4"15' - 10 13/16"4' - 9 9/16"1' - 0"4' - 9 9/16"15' - 10 13/16"4' - 9 9/16"1' - 0"25' - 6"41' - 2"1' - 0"17' - 0"6' - 6"17' - 8"1' - 0"A3.02TYPDUCTING CHASE IN ATTICEGRESS25' - 6"10' - 1 1/16"5' - 9 3/4"4' - 9 9/16"15' - 10 13/16"4' - 9 9/16"1' - 0"5' PLATE HEIGHTOPTIONAL VAULTAT DORM:1212:1212202201BCLOSET28' - 7 1/4"2' - 7"5' - 5 1/4"4' - 6 1/2"SKYLIGHT ABOVESKYLIGHT ABOVE4A3.0DD3' - 11 7/16"8' - 0"3' - 11 7/16"VERIFY SKYLIGHT LOCATIONSWITH TRUSS MANUFACTURERSVERIFY FIREPLACE SIZEADJUST WINDOWS IF FIREPLACE ALLOWS30" REDSTONE ELECTRIC FIREPLACE SHOWNADJUST AS NECESSARY13' - 0"7' - 0"ROOF OVERHANG FROM STRUCTURE = 1' - 4"1' - 0"GENERAL: -ALL FINISHES TO BE COORDINATED AND VERIFIED WITH HOME OWNER-ALL DIMENSIONS ARE TO ROUGH FRAME. -FILL HEADER VOID WITH RIGID INSULATION WHERE POSSIBLE-ALL WINDOWS ARE DUAL GLAZED WITH LOW E. OWNER TO REVIEW PRIOR TO ORDERING. -CENTER ALL WINDOWS IN WALLS EXCEPT WHERE INDICATED OTHERWISE.WALLS: -ALL EXTERIOR WALLS ARE 2X6 SPF #2 WOOD STUDS WITH R-20 MIN. STUD WALL INSULATION AND R-5 CONTINUOUS INSULATION UNLESS NOTED OTHERWISE. -PROVIDE ALTERNATE BID FOR 2" CLOSED CELL SPRAY FOAM AGAINST EXTERIOR SHEATHING AND R-13 BATT INSULATION.-EXTERIOR SHEATHING TO BE 7/16" ZIP SHEATHING WITH INTEGRATED R-6 CONTINUOUS INSULATION-INTERIOR BEARING WALLS ARE 2X4 SPF #2 WOOD STUDS OR PER ENGINEER.-INTERIOR NON BEARING WALLS ARE 2X4 WOOD OR METAL STUDS OF SUITABLE QUALITY AND GRADE TO PROVIDE FINISHED WALLS WITH 1/4" OR LESS DISTORTION OVER THE WALL HEIGHT -PROVIDE SOLID LUMBER BLOCKING FOR ALL WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO TOILET PAPER HOLDER, TOWEL HOLDERS, TV'S, SHELVING, GRAB BARS, ETC. -PROVIDE FLOATING WALLS PER SOILS REPORT WITHIN GROUND LEVEL FINISHED AREAROOF:-ROOF SHEATHING TO BE 15/32" OSB SHEATHING OR PER ENGINEER. -PROVIDE ALTERNATE BID FOR 15/32" ZIP SHEATHING.-THIS ROOF ASSEMBLY IS A NONVENTED ROOF AREA. PROVIDE R-22 MIN. CLOSED CELL SPRAY FOAM INSULATION APPLIED TO UNDERSIDE OF ROOF SHEATHING AND R-38 TYPE C BATTS BELOW TO PROVIDE R-60 MIN. TO COMPLY WITH 2021 IRC, SEE SECTION FOR DETAILS.-TRUSSES AND ATTACHMENT PER TRUSS MANUFACTURER OR TRUSS DESIGNER.-SEE ROOF NOTES FOR ADDITIONAL REQUIREMENTS -INSULATE ALL ATTIC DUCTING IF APPLICABLE. DRYWALL, TRIM, PAINT: -DRYWALL FINISH LEVEL AND TEXTURE PER OWNER.-ALL DRYWALL FINISHED AREAS TO RECEIVE ONE COAT PVA PRIMER AND TWO COATS OF LATEX PAINT, COLOR PER OWNER. -ALL CASINGS, BASEBOARDS, AND TRIMS PROPOSED TO BE PAINT GRADE MATERIAL. PROVIDE ALTERNATE BID BETWEEN MDF GRADE TRIM AND FINGER JOINTED WOOD TRIM. -VERIFY SIZE AND STYLE OF ALL TRIM WITH OWNER. -WINDOW OPENINGS ASSUMED TO BE DRYWALL RETURNS AT SIDES AND TOP. PAINT GRADE WOOD WINDOW SILLS. FLOOR COVERING: -ALL FLOOR FINISHES PER OWNER TO BE COORDINATED WITH G.C. ELECTRICAL SYSTEM:-GC TO COORDINATE NEW ELECTRIC PANEL INSTALLATION WITH LOCAL PROVIDER. -LICENSED ELECTRICIAN TO SET NEW BREAKER PANEL AND DETERMINE PANEL DISTRIBUTION. -VERIFY ANY SPECIAL REQUIREMENTS WITH OWNER AND OFFER TO WALK THE HOUSE FOR BOX PLACEMENT WITH THE OWNER ONCE FRAMING IS NEARING COMPLETION. MECHANICAL SYSTEM: -SEE DUCTING PLAN AND SPECIFICATIONS PROVIDED BY OTHERS. NOTIFY ARCHITECT OF ANY DUCTING CONFLICTS, AWKWARD LOCATIONS, OR LOW CEILING HEIGHTS ENCOUNTERED DURING CONSTRUCTION. WINDOWS: -CENTER ALL WINDOWS IN WALLS EXCEPT WHERE INDICATED OTHERWISE.-WINDOW SIZES SHOWN ON THE PLANS ARE TYPICAL WINDOW SIZES OFFERED BY MOST MANUFACTURERS. ADJUSTMENTS MAY BE REQUIRED DUE TO MANUFACTURER SPECIFIC SIZES AND AVAILABILITY. -NO SPECIFIC MANUFACTURER IS SPECIFIED-PROVIDE DUEL GLAZED WINDOWS WITH LOW E GAS AT ALL WINDOW OPENINGS-WINDOW U-VALUE 0.30 OR BETTER-PROVIDE TEMPERED GLASS WITHIN AND ADJACENT TO DOOR OPENINGS AND ABOVE HAZARDOUS LOCATIONS PER CODE-WHITE VINYL FRAME WINDOWS ARE ANTICIPATED. VERIFY ALL WINDOW DETAILS WITH OWNER PRIOR TO ORDERING. -NOTIFY ARCHITECT IF ANY SIGNIFICANT CHANGES TO WINDOW SIZES ARE PROPOSED. DOORS:-VERIFY DOOR PANEL STYLE, HARDWARE, AND FINISHES WITH OWNER. -PROVIDE ALTERNATE BID FOR CAVITY SLIDER BRAND POCKET DOOR SYSTEM OR EQUAL HIGH QUALITY POCKET DOOR SYSTEM FOR ALL POCKET DOORS. -ALL DOORS, JAMBS, AND CASINGS ARE ANTICIPATED TO BE PAINT GRADE.-ALL DOORS TO HAVE MINIMUM 4" JAMB EXCEPT WHERE INDICATED OTHERWISE.GENERAL FLOOR PLAN NOTESCHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:27 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA1.3JAN 23, 2022DANIEL 02/05/2109/12/22FLOORPLANSDAVIDSCALE:1/4" = 1'-0"1_FLOOR PLAN 2 - SECOND FLOORWINDOW SCHEDULETAG TYPE COUNT-HEADHEIGHTCOMMENTSWIDTH HEIGHTA CS 3'-0" X 4'-6" 1 3' - 0" 4' - 6" 7' - 4"B CS 5'-0" X 4'-6" 1 5' - 0" 4' - 6" 7' - 4"C CS 2'-8" X 4'-0" 1 2' - 8" 4' - 0" 6' - 10"D CS 2'-0" X 4'-0" 2 2' - 0" 4' - 0" 5' - 8"Grand total: 5DOOR SCHEDULEMARK TYPE COMMENTS WIDTH HEIGHT COMMENTSExterior101A Overhead Garage Door 0" 0" OPTIONAL 9' HGT - VERIFY CLEARANCE101B Single Swing Half Lite 3' - 0" 6' - 8"103A Single Swing Half Lite 3' - 0" 6' - 8"203 Single Swing Half Lite 3' - 0" 6' - 8"Exterior: 4Interior102 Single Swing 2' - 6" 6' - 8"103B Craftsman III 2' - 0" 6' - 8"104 Single Swing 2' - 8" 6' - 8"201A Single Swing 2' - 8" 6' - 8"201B Single Swing 2' - 8" 6' - 8"202 Single Swing 2' - 8" 6' - 8"Interior: 6Grand total: 10AREA SCHEDULE - BY LEVELTYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SF2597 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFUPPER LEVEL CLG HGT BELOW 7'-6" T.O. SUBFLR 2 301 SF4670 SFGrand total: 6 1267 SFAREA SCHEDULE PER FORT COLLINS MUNICIPAL CODETYPE LEVEL AREAGARAGE - UNFINISHED T.O. FOUNDATION 321 SFGROUND LEVEL - FINISHED T.O. FOUNDATION 276 SFUPPER LEVEL CLG HGT AT/ABOVE 7'-6" T.O. SUBFLR 2 369 SFGrand total: 3 965 SF9' -0"8' -0" 9:129:121' - 0"1' - 0"1' - 9 3/4"2' x 4' SKYLIGHT TYP.VERIFY LOCATION WITH OWNERNON VENTED EAVE, TYPFACE OF STRUCTURETRUSS OR STICKBUILTDORMER ROOFEDGE OF DORMER OPENINGFRAME PER ENGINEERRAFTER OVERPONY WALLPROVIDE GUTTER TO ADJACENT ROOFSKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHT12:1212:121' - 0"1' - 0"1' - 0"1' - 0"1' - 0"ROOF NOTES AND SPECIFICATIONSGENERAL NOTES:-ROOF PLAN IS TO SHOW ARCHITECT'S INTENT OF ROOF FRAMING FOR THE STRUCTURAL ENGINEER. ENGINEER'S SHOP DRAWINGS WILL SUPERCEDE THIS DRAWING. SIGNIFICANT DEVIATIONS FROM THE ARCHITECT'S INTENT WILL REQUIRE NOTIFICATION AND RE-EXAMINATION OF THE BUILDING STRUCTURE.-TYPICAL ROOF PITCH = 12:12 OR 9:12 UNLESS NOTED OTHERWISE -ROOFING MATERIALS USED SHALL BE A MINIMUM CLASS B PER R902.1.-PROVIDE GUTTERS AND DOWNSPOUTS ON ALL SIDES TO GRADE SPLASH BLOCKS -NOT SHOWN.CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:30 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA1.4JAN 23, 2022DANIEL 02/05/2109/12/22ROOF PLANDAVIDSCALE:1/4" = 1'-0"1_FLOOR PLAN 3 - ROOF T.O. FOUNDATION99' -8 1/2"T.O. SUBFLR 2109' -10 1/4"T.O. PLATE 2117' -11 3/8"T.O. PLATE 1108' -9 5/8"T.O. ROOF123' -0 5/8"T.O. SUFLR 1100' -0"8' - 1 1/8"T.O. DORMER120' -11"9' - 1 1/8"1A3.04A3.0CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:35 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA2.0JAN 23, 2022DANIEL 02/05/2109/12/22ELEVATIONSDAVIDSCALE:1/4" = 1'-0"1FRONT (SOUTH) ELEVATIONSCALE:1/4" = 1'-0"2WEST ELEVATION T.O. FOUNDATION99' -8 1/2"T.O. SUBFLR 2109' -10 1/4"T.O. PLATE 2117' -11 3/8"T.O. PLATE 1108' -9 5/8"T.O. ROOF123' -0 5/8"1A3.0T.O. SUFLR 1100' -0"4A3.0MAX BUILDING HEIGHT PER CITY CODE = 24'23' - 10 1/2"MIN. DISTANCE PER CITY CODE = 2'2' - 0"CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:40 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA2.1MAY 8, 2023DANIEL 02/05/2105/08/23ELEVATIONSDAVIDSCALE:1/4" = 1'-0"3EAST ELEVATIONSCALE:1/4" = 1'-0"4NORTH ELEVATION 9' - 5 1/8"BUILDING HEIGHT23' - 10 1/2"8' - 9 5/8"OPTIONAL INSULATION@CEILING OVER OFFICER-10 RIGID INSULATION FULLHEIGHT OF STEM WALLR-20 FIBERGLASSSTUD BAY INSULATIONR-5 CONTINUOUSINSULATION MIN.R-20 + 5ci MINOPTIONAL R-20 FIBERGLASSSTUD BAY INSULATION@ GARAGE EXTERIOR WALLSR-30 MIN. FLOOR INSULATIONOVER GARAGER-38 TYPE C FIBERGLASS INSULATIONR-22 CLOSED CELL SPRAY FOAM APPLIEDDIRECTLY TO UNDERSIDE OF ROOF SHEATHING14" THICK RAFTER MINIMUM FORINSULATION SYSTEMEXTEND RAFTER INSULATIONTO FACE OF WALL BELOWA3.03TYPEAVE HEIGHT10' - 1 1/2"DUCTING LOCATION6' - 0"OPTIONAL UPPERCABINET11 7/8" FLOOR JOISTS2x8 MUDROOM CEILING JOISTPROVIDE MIN R-30 INSULATION@ JOISTS BENEATHWATERPROOF DECK8' -5 5/8" PLATE HEIGHT@ MUDROOM1/4":1' SLOPE TAPER 2x8OR SHIM AS NECESSARYGUTTEREXTEND WATERPROOFMEMBRANE 1' ABOVEDECK HEIGHT2" RIGID FOAMCONCRETE SLAB PER ENGINEERDOUBLE LAYER OF 3/4 OSBALTERNATE DIRECTIONGLUE AND SCREW TOGETHEREXTEND SIDING, CLADDING, AND CONTINUOUSINSULATION PAST FOUNDATION AS NEEDEDPROVIDE BLOCKING ATBOTTOM OF INSULATIONRIP PRESSURE TREATEDWOOD TO SIZEPROVIDE CLEARANCE ABOVEADJACENT GRADE PERGENERAL NOTESVAPOR BARRIER PERGENERAL FOUNDATION NOTESOPTIONAL INSULATION@CEILING OVER OFFICER-20 + 5ci MINOPTIONAL R-20 FIBERGLASSSTUD BAY INSULATION@ GARAGE EXTERIOR WALLSR-30 MIN. FLOOR INSULATIONOVER GARAGEBUILDING HEIGHT23' - 10 1/2"EAVE HEIGHT10' - 1 1/2"6' - 0"4' - 0"4' - 0"11' - 5 7/16"CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:45 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA3.0JAN 23, 2022DANIEL 02/05/2109/12/22BUILDINGSECTIONSDAVIDSCALE:1/4" = 1'-0"1Section 1SCALE:1" = 1'-0"2WATERPROOF DECK OVER INTERIOR SPACESCALE:1" = 1'-0"3INSULATED SLAB DETAILSCALE:1/4" = 1'-0"4Section 2 CLOSED CELL FOAMINSULATION PER TYP. DETAILED TO MEET REQ'D R-VALUE5/8" TYPE "X" GYP. BOARD ON ALL SURFACES IN COMMON WITH HABITABLE SPACECEILING GYP. BOARD TAPED TO WALL GYP. BOARD CEILING GYP. BOARD TAPED TO WALL GYP. BOARD GYP. BOARD SEALED TO TOP PLATETYPE "X" GYP. BOARD ON ALL SURFACES IN COMMON WITH HABITABLE SPACEINSULATION PER TYP. DETAILED TO MEET REQ'D R-VALUEGYP. BOARD AT INTERIOR WALL TYP.CUT I-JOIST BLOCKING TO CONTOUR STRUCT. MEMBER & FULLY SEAL ALL JOINTS W/ CLOSED CELL FOAM CLOSED CELL FOAMGARAGECONDITIONED LIVING SPACEINTERIORUNCONDITIONED SPACE4" CONCRETE SLABFOUNDATION WALL PER STRUCT. DWGSDAMPPROOFING TYP. FULL HEIGHT OF WALLANCHOR BOLT JOINING SILL PLATE TO CONCRETE FOUNDATIONSILL PLATE INSTALLED OVER SILL GASKETGYP BOARD CALKED OR GASKETED TO BOTTOM PLATE, TYP.INSULATION PER TYP. DETAILING TO MEET REQ'D R-VALUEWATER RESISTIVE BARRIER (WRB), TYP.TYP. EXTERIOR SHEATHINGFLASHING PER TYP. DETAILINGBLOCKING AT BOTTOM OF INSULATION6 MILL VAPOR BARRIERCOMPACTED GRANULAR FILLOPTIONAL R-10 RIGID INSULATION 6" MINEXTERIOR INTERIOR 1/2" EXPANSION JOINTMin.3"Min.3"INTERIORCONDITIONED LIVING SPACEPROVIDE A 6"H X 10"W MAX. OPENING IN BAYS REQUIRES INSULATION (SEAL OPENING AFTER BLOWN IN INSULATION IS INSTALLED)GYP BOARDCUT I-JOIST BLOCKING TO CONTOUR STRUCT. MEMBERFULLY SEAL ALL JOINTS w/ CLOSED CELL FOAMBUILT IN SEAL AT WIRE ENTRANCENAILING FLANGEFLANGE FOR SEALING TO DRYWALL AIR BARRIERGASKET BUILT INTO BOXSPECIAL AIR SEALING BOXSEAL ALL WIRE PENETRATIONSSEAL AT FACE TO DRYWALL WITH CAULK OF WITH FOAM COVER PLATE GASKETSTANDARD PLASTIC ELECTRICAL BOXSEAL ALL OPENINGSSIDING PER ELEVATIONSSHEATHING; RE: STRUCTURALWEATHER BARRIERVAPOR BARRIER PER G.C.GYP. BOARD 1/2"1X8 FASCIA2X6 SUB-FASCIAROOF SHEATHINGINTEGRATED RAKESOFFITNOTCH RAFTERS TO PROVIDEOVERHANGE PER ENGINEER2X4 TRUSS TAIL1X4 TRIMPRE-ENG. RAFTERSSEE TYP. WALL DETAIL FOR REQ'D SEALING & INSULATION REQ'MNT AT B.O. WALL, SILL PLATE & FLOOR EXPANDING FOAMCONT. BEAD OF SEALANT OR CLOSED CELL FOAMTILE OVER THIN SET MORTAR BED OVER CEMENTITIOUS BACKER BOARD-HOLD UP 1/4" ABOVE TUB FLANGE PER BUILDING SPECSCONTINUOUS BEAD OF SEALANTPROVIDED BLOCKING IN STUD CAVITY AT TUB EXTERIOR WALLCONTINUOUS AIR BARRIER TO ENCLOSE INSULATION BEHIND ALL TUBS & SHOWERS TYP.INSULATION PER TYP. DETAILING TO MEET REQ'D R-VALUEWRB AS REQD. PER TYPICAL DETAILINGREFER TO FLOOR PLAN FOR FRAME WALL WITH INSULATIONCEMENTITIOUS BACKER BOARD ABOVE TUB DECK PER BUILDING CODEINSULATION PER TYP. DETAILING TO MEET REQD. R-VALUE RE: TABLE1.1CONTINUOUS AIR BARRIER TO ENCLOSE INSULATION BEHIND ALL TUBS AND SHOWERS TYP.CONT. BEAD OF SEALENT OR CLOSED CELL FOAMGYP. BOARD CALULKED OR GASKETED TO WALL STUDDGYP. BOARD TAPEDNOTE:CONSTRUCTION AND SUBSEQUENT INSPECTIONS ARE TO BE SECUENCED SO THAT MANICIPALITIES AND/OR THIRD PARTY INSPECTORS ARE ABLE TO VERIFY PROPER INSULATION INSTALLATION2X6 EXTERIOR WALLDUCTINTERIORCONDITIONED LIVING SPACEGARAGEUNCONDITIONED SPACEDUCT LOC. BELOW FLOOR JOISTS. SEAL RUN PER CODESUB FLOOR PER STRUCT.INSULATION TO MEES REQD. R-VALUE IN JOIST SPACE WHERE DUCT RUN OCCURS RE: TABLE 1.15/8" TYPE "X" GYP. BOARD ON ALL SERFICES IN COMMON w/ HABITABLE SPACESEAL ALL PENETRATIONSINSULATION TO BE IN PERMANENT CONTACT WITH THE SUB FLOOR2X6 SOFFIT WITH INSUL. TO FILL 2X6 CAVITY RE: TABLE 1.1FLOOR JOISTS PER STRUCT. CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:46 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA5.0JAN 23, 2022DANIEL 02/05/2109/12/22DETAILSDAVIDSCALE:1 1/2" = 1'-0"1BLOCKING ABV. AT HOUSE TO GARAGESCALE:1 1/2" = 1'-0"2TYP. CONCRETE SLAB FLOOR TO WALLSCALE:1 1/2" = 1'-0"4INSULATION ACCESSSCALE:1 1/2" = 1'-0"3AIR SEALED ELEC. BOX AT EXT. WALLSSCALE:3" = 1'-0"5ROOF SOFFIT DETAIL SIDINGSCALE:3/4" = 1'-0"6TUB/SHOWER AT EXTERIOR WALLSCALE:1 1/2" = 1'-0"7DUCT PERPENDICULAR TO JOIST AT GARAGE INTERIOR CONDITIONED LIVING SPACEDUCT PLACE ON CONDITIONED SIDE OF FLOOR JOISTS SEAL RUN PER CODESUB FLOOR PER STRUCT.SEAL ALL PENETRATIONSINSULATION TO MEET REQD. R-VALUE IN JOIST PACE WHERE DUCT RUN OCCURS RE:TABLE 1.1GARAGE UNCONDITIONED SPACEFLOOR JOISTS PER STRUCT.INSULATION TO BE IN PERMINANT CONTACT WITH SUBFLOOR5/8" TYPE X GYP. BOARD ON ALL SERFICES IN COMMON w/ HABITABLE SPACESINTERIORCONDITIONED LIVING SPACEGARAGEUNCONDITIONED SPACEINSULATION TO MEET REQD. R-VALUE IN SPACE WHERE DUCT RUN OCCURS RE: TABLE 1.1OVAL DUCT PLACED ON CONDITIONED SIDE OF WALL. SEAL RUN PER CODE5/8" TYP. "X" GYP. BOARD ON ALL SERFICES IN COMMON w/ HABITABLE SPACES. RE TO STRUCT. PLANS FOR SHEER WALL CONDITIONSRIDGED INSULATIONINSULATION PER TYP. DETAILING TO MEET REQD. R-VALUE RE:TABLE 1.1SIDING MATERIAL PER PLANCASING BEADEXTEND BUILDING WRAPINTO JAMB AND LAP OVERSILL FLASHINGSEALANTGYPSUM BOARDNOTCH OUT INSULATIONAROUND DOOR ANDWINDOW OPENINGS TYP FILLWITH SOLID LUMBERBATT INSULATIONSHEATHING; RE:STRUCTURALFLASHING TAPEALUMINIUM WINDOWRIGID INSULATIONBACKER ROD AND SEALANTCASING BEADSIDING MATERIAL PER PLANWEATHER BARRIERSHEATHING; RE:STRUCTURALNOTCH OUT INSULATIONAROUND DOOR ANDWINDOW OPENINGS TYP FILLWITH SOLID LUMBERGYPSUM BOARDSEALANTFLASHING TAPEPREFINISHED METAL FLASHINGSEALANTRIGID INSULATIONSEALANTPRE-FINISHED GALV. SHEETMETAL FLASHING W/ DRIPEDGENOTCH OUT INSULATIONAROUND DOOR ANDWINDOW OPENINGS TYP FILLWITH SOLID LUMBERSIDING MATERIAL PER PLANWEATHER BARRIERPRE-FINISHED GALV. SHEETMETAL FLASHING W/ DRIPEDGEWEEP SCREENSHEATHING; RE:STRUCTURALFLASHING TAPERIGID INSULATIONSTEP 1STEP 2STEP 5STEP 3 STEP 4STEP 7 STEP 8STEP 66" MIN1/2"WRAP AIR INFILTRATION BARRIEROVER WOOD SHEATHING & ROUGH OPENINGMAKE " I " CUT AT OPENINGASSHOWN ABOVEINSTALL SELF ADHERED MEMBRANEFLASHING AT BOTH JAMBS; EXTEND 2"ABOVE DOOR OR WINDOW HEAD FLANGEFOLD SIDE & BOTTOM FLAP BACK &SECURE TO INSIDE FACE OF OPENINGFLAP TOP AIR INFILTRATION UP,TEMPORARY SECURED WITH TAPESHIM, LEVEL & SECURE DOOR ORWINDOW ACCORDING TOMANUFACTURER'S INSTALLATIONPROCEDUREINSTALL DUPONT "FLEXWRAP" TOPROVIDE BACKDAM AT SILL PER TYPICALDETAIL AND TURN UP 6" MIN. ON BOTHJAMBS MECHANICAL FASTEN FANNEDEDGES AS REQUIREDAPPLY SEALANT ALONG JAMBS ANDHEAD ON THE BACK SIDE OFMOUNTING FLANGE. DO NOT SEALSILL FLANGESLIP DOWN UPPER FLAP OF AIRINFILTRATION BARRIERTAPE ALONG HEAD & DIAGANAL CUTSINSTALL HEAD FLASHING ON TOP OFJAMB FLASHINGSINSTALL BATT INSULATION INSIDE OFSHIM SPACE FROM INTERIOR JAMBS &HEAD. BACKER ROD & SEALANTSEALANT ALONG INTERIOR PERMITERFOLD UP 1/2" EDGE TO CREATEBACKDAM RIGHT BEHIND VINYL FRAMEINSTALL SHEET METAL CAP FLASHING @WINDOW HEADCHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:55 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA5.1JAN 23, 2022DANIEL 02/05/2109/12/22DETAILS 2DAVIDSCALE:1 1/2" = 1'-0"1DUCT PARALLEL TO JOISTS GARAGESCALE:1 1/2" = 1'-0"2OVAL DUCT AT GARAGESCALE:3" = 1'-0"3WINDOW JAMB AT SIDINGSCALE:3" = 1'-0"4WINDOW SILL AT SIDINGSCALE:3" = 1'-0"5WINDOW HEAD AT SIDINGSCALE:1/4" = 1'-0"6WINDOW WRAPPING SEQUENCE (OPTIONAL IF INTEGRATED WRB IS NOT USED) W/DOUTLET, TYPLED CAN LIGHTTYP @ GROUND LEVELLOW PROFILE LED PUCKLIGHT RATED FOR DIRECTCONTACTTYP @ 2ND FLOORSKYLIGHT ABOVESKYLIGHT ABOVESKYLIGHT ABOVESKYLIGHT ABOVE+/-60" A.F.F.GFCI+/-60" A.F.F.TVTV333WPGFCI3TELEPHONE OUTLETFLOOD JUNCTION CEILING WALLSYMBOLEXHAUST CEILING LIGHTINGDESCRIPTIONELECTRICAL / MECHANICAL SYMBOLSSURFACE RECESSED FLUORESCENT SMOKE ELEC. SPEAKER VOLUME PUSH CONTROLCABLE TV EXIT LIGHTBELLSECURITSPEAKEPOWER / DISTRIBUTION BBFLUOR.FLUOR.JJSPECIAL PURPOSE FLOOR RECEPTACLE -SPLIT DUPLEX RECEPTACLE 240 QUADRUPLEX PLUG FLRSDVTVSSSPH.CEILING FAN W/ LIGHTDATA DT.LOW VOLTAGE LANDSCAPE LIGHTLOW VOLTAGE STEP LIGHTLOW VOLTAGE (E) TO BE (E) TO NEW MECHANICALHOSE THERMOSTARETURFLOOR SUPPLGASINGLE POLE 3 WAY DIMMER DIMMER FAN SPEED CONTROL 3 WAY SWITCHKEY SWITCHTIMER CENTRAL SWITCH W/OCCUPANCY GTOCVFKHBT3DD3EXISTINGPULL SWITCHGROUND FAULT WEATHER EXISTING LOW WPGFIPSLVXLXABBREVIATIONSWITCHESSWITCH TO J-JELECTRICAL 1.ELECTRICAL PLANS ARE DIAGRAMMATIC, FOR BID PURPOSE ONLY. ELECTRICIAN TOSECURE ALL PERMITS AND ENSURE COMPATIBILITY WITH ALL RECOGNIZED LOCAL 2.RECESSED FIXTURES SET INTO SLOPED CEILING TO BE ANGLED FOR SLOPED CEILING 3.POWER TO BE PROVIDED TO ALL KITCHEN AND BATHROOM EQUIPMENT AS NECESSARY. GENERAL CONTRACTOR TO COORDINATE WITH OWNER TO DETERMINE EXACT EQUIPMENT 4.ADDITIONAL ELECTRICAL EQUIPMENT TO COMPLY W/ CODE REQUIREMENTS PER 5.OWNER TO CONFIRM ALL SWITCHING TYPES AND LOCATIONS PRIOR TO 6.ELECTRICIAN TO COORDINATE WITH MECHANICAL INSTALLER AND PLUMBER AND PROVIDE7.ALL ELECTRICAL OUTLETS TO BE PROTECTED WITH ARC-FAULT INTERRUPT CIRCUIT BREAKER,UNLESS HIGHER LEVEL OF PROTECTION IS REQUIRED BY CODE (EG.-GFI) OR AS INDICATED 8.ALL RECESSED CAN LIGHT FIXTURES TO BE SEALED AND INSULATION CONTACT 9.GENERALLY, LIGHT FIXTURES SHOWN ON PLANS ARE IN ALIGNMENT ALONG MAJOR AXES. 10.ELECTRICIAN TO INSTALL ALL BOXES FOR ONSITE REVIEW WITH OWNER FOR LOCATIONS PRIOR TO INSTALLING WIRE AND EQUIPMENT.11.ALL CHANDELIER'S INDICATED ON PLANS TO INCLUDE ADEQUATE BLOCKING TO SUPPORT CHECKED BY: DATEREV.# DATE COMMENTSDOCUMENT DATE:DOCUMENT PHASE:BERTHOUD CO. 80513p: 970-532-9970w. AsherArch.come: David@AsherArch.comPROJECT INFORMATION:DRAWN BY: DATE© ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED.This drawing is an instrument ofservice and is the sole property ofAsher Architects. Use of thisdrawing is restricted to the originalsite for which it was prepared. Anyreuse, reproduction, or publicationof this drawing by any method inwhole or in part without writtenconsent of the architect isprohibited.512 5th St.5/9/2023 4:22:58 PM21-R05LAPORTE CARRIAGE HOUSE611 LAPORTE AVENUEFORT COLLINS, CO 80521FOR PERMITA7.0Jan 23, 2022DANIEL 02/05/2109/12/22ELECTRICALPLANSDAVIDSCALE:1/4" = 1'-0"1ELECTRICAL PLAN - FIRST FLOORSCALE:1/4" = 1'-0"2ELECTRICAL PLAN - SECOND FLOORFAN/LIGHT COMBOTYP @ BATHROOMS CARRIAGE HOUSE C u r t + J i l l B e a r Bear Carriage House S E L E C T I O N S - D O W N S T A I R S B A T H R O O M S H O W E R W A L L T I L E B A T H R O O M F L O O R T I L E S H O W E R F L O O R T I L E Bear Carriage House S E L E C T I O N S - K I T C H E N Bear Carriage House S E L E C T I O N S - K I T C H E N Bear Carriage House S E L E C T I O N S - U P S T A I R S B A T H R O O M Bear Carriage House S E L E C T I O N S - M U D R O O M Bear Carriage House S E L E C T I O N S - E X T E R I O R T R I M M A I N H O U S E D O O R S M A T C H E X I S T I N G H O U S E S H I N G L E S Bear Carriage House S E L E C T I O N S - E X T E R I O R T R I M M A I N H O U S E D O O R S C Y L I N D E R U P /D O W N L I G H T S O N E X T E R I O R T R I M