HomeMy WebLinkAbout556 CAJETAN ST - DUPLEX & CARRIAGE HOUSE - FDP230003 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE PLANN51°13'14"W 31.78'N18°59'46"W 101.67'S70°57'22"W 31.61'S62°22'32"E 27.86'N60°29'52"E 33.87'N38°46'46"E13.24'S01°01'03"W9.83'D = 07°32'25"R = 485.60'L = 63.91'CH = 63.86'CB: N31°23'39"ED = 07°32'25"R = 27.00'L = 8.49'CH = 8.46'CB: S79°58'10"E9' UTILITYEASEMENT9.005' SIDE YARD SETBACK AND4' UTILITY/DRAINAGE EASEMENT8' REAR YARD SETBACK5.00WALK8.005.00
5.005' SIDE YARD SETBACK15' FRONT YARDSETBACK15.008' REAR YARDSETBACKCAJETAN STREET25.5025.5012' ALLEYDRIVECARRIAGE HOUSE/UNIT 33 CAR GARAGE W/769± SQ.FT. ADU ABOVE840± SQ.FT. FOOTPRINTUNIT 22,292± LIVING SPACE735± SQ.FT. FOOTPRINT3 STORIES28.875.00UNIT 12,526± LIVING SPACE766± SQ.FT. FOOTPRINT3 STORIES5.00N19°02'38"E 71.51'ALLEYD = 71°58'24"R = 27.00'L = 33.92'CH = 31.73'CB: N55°01'50"ES73°04'01"E 32.52'D = 88°31'13"R = 27.00'L = 42.41'CH = 38.18'CB: N64°02'38"ED = 20°25'23"R = 510.00'L = 181.79'CH = 180.83'CB: S25°39'54"WN60°29'52"E 42.97'N51°13'14"W 21.35'GARAGE 1GARAGE 2GARAGE 3ADJACENT LOTNO WORKPROPOSED UNDERTHIS PERMITNo openings in garage south wallto be 1 hour wall. 2' from imaginary property line. nonsprinkledmain house sprikled-3 feet from imaginary property line.doesn't need fire wall.WALKCAR TURNINGRADIUSLAND USE TABLEBUILDING FOOTPRINTOPEN SPACEHARDSCAPETOTAL AREA2,339 SQ.FT.1,544 SQ.FT.2,097 SQ.FT.5,990 SQ.FT.5.70
5.755.188.33UPUP3' PAVERSEMERGENCYACCESS PATH5' SIDE YARD SETBACKSIGN STATING "TOCARRIAGE HOUSE"SHEET OFREVISIONSPROJECT NO.1CHECKEDDRAWN5FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939REVISED WATER LINECAJETAN STREET GARAGE/CARRIAGE HOUSE556 CAJETAN STREETFORT COLLINS, COLORADO556 CAJETAN STREETFORT COLLINS, COLORADOSCALE : 1" = 10'SITE PLAN 556 CAJETAN STREET1105 SOUTH GATE DRIVELOT 1 BLOCK 1 SOUTH OLD TOWN NORTH FOURTH FILINGCITY OF FORT COLLINS, COUNTY OF LARIMER,STATE OF COLORADOINSULATION REQUIREMENTS:SHEET INDEX:A1 OF 5 COVER SHEET, SITE PLANA2 OF 5 FOUNDATION & FIRST FLOOR PLANSA3 OF 5 SECOND FLOOR AND ROOF PLANSA4 OF 5 ELEVATIONSA5 OF 5 SECTIONSNARRATIVE:DESIGN CODES AND LOADS:2021 INTERNATIONAL RESIDENTIAL CODE2021 INTERNATIONAL ENERGY CONSERVATION CODE2020 NATIONAL ELECTRICAL CODE2018 INTERNATIONAL PLUMBING CODESEISMIC DESIGN CATEGORY: 'B'FROST DEPTH: 30"WIND LOAD: 140 MPH EXPOSURE 'C'(3 SECOND GUST)GROUND SNOW LOAD: 35 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 10 PSFROOF LIVE LOAD: 35 PSFROOF DEAD LOAD: 10 PSFASSUMED SOILBEARING PRESSURE1,500 P.S.F.INSULATION TO FOLLOW SINGLE FAMILY PRESCRIPTIVEPACKAGE PER THE CITY OF FORT COLLINS CODE, TABLEN1102.1. CLIMATE ZONE 5.GENERAL CONSTRUCTION AND FINISH NOTES:GENERAL:-ALL FINISHES TO BE COORDINATED AND VERIFIED WITH OWNER-ALL DIMENSIONS ARE TO ROUGH FRAME.-ALL HEADERS ARE DOUBLE 2"x12" UNLESS NOTED.-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.-ALL DOORS TO HAVE MINIMUM 4" JAMB EXCEPT WHERE INDICATED OTHERWISE.NEW EXTERIOR WALLS AND NEW SHEATHINGA. ALL NEW EXTERIOR WALLS EXCEPT FOR FIRE RATED WALLS ARE 2X6 HEM FIR #2 WOODSTUDS @ 16" O.C. SPECIFIC GRAVITY-G=.49 WITH R-21 MIN. KRAFT FACED BATT INSULATIONBETWEEN STUDS. STUD SPACING FOR WALL TALLER THAN 10' TO BE @ 12" O.C. EXTERIORSHEATHING TO BE 7/16" CDX PLYWOOD OR OSB SHEATHING WITH 6D COMMON 2.0" X 0.113NAILS EVERY 6" AT EDGES AND EVERY 12" IN THE FIELD PER TABLE IRC R602.3(3). INSTALL 12"DIAMETER X 10" LONG J BOLTS WITH 7" EMBEDMENT EVERY 48" O.C. AND WITHIN 12" OF ENDS.INTERIOR FINISHES ARE OPTIONAL PER OWNER. SEE PLANS AND DETAILS FOR FIRE RATEDWALLS.B. EXTERIOR WALL WINDOW AND DOOR OPENINGS UP TO 4'-0" WIDE TO BE DOUBLE 2X12 HEMFIR #2 HEADER MIN. WITH 1 JACK STUDS AND ONE KING STUD. (1J 1K)INTERIOR WALLS .A. INTERIOR LOAD BEARING WALLS ARE 2X4 HEM FIR #2 OR BETTER WOOD STUDS @ 16" O.C..B. INTERIOR NON BEARING WALLS ARE 2X4 WOOD OR METAL STUDS @ 16" O.C.CONSTRUCTION GRADE OR BETTER FREE OF MAJOR DEFECTS.FASCIA AND SOFFIT1"X8" FASCIA WITH 14" HARDBOARD SOFFIT WITH 6"X12" SOFFIT VENTS @ 12' O.C.ROOF FRAMINGA. METAL ROOF OVER 30# FELT, OVER 7/16" CDX PLYWOOD OR OSB SHEATHING, OVERENGINEERED TRUSSES OR RAFTERS AT 24" O.C. WITH 8d COMMON 2.5" X 0.131 NAILS EVERY6" O.C. AT EDGES AND EVERY 12" O.C. IN THE FIELD PER TABLE 3.10 OF THE 2015 WFCMB. TRUSSES AND ATTACHMENT PER TRUSS MANUFACTURERC. ATTIC INSULATION TO BE MIN R-49 BLOWN IN OR BATT FIBERGLASS INSULATION.D. 12" GYPSUM BOARD CEILINGTYPCIAL FLOORA. 34" CDX, T&G PLYWOOD OR OSB, GLUED AND NAILED OVER TJI FLOOR JOISTS PER PLAN.B. TREATED OR REDWOOD MUD SILLS WITH 12"x10" ANCHOR BOLTS 12" FROM ENDS AND4'-0" O.C.C. CROSS BRIDGE JOISTS AND PROVIDE SOLID BLOCKING ABOVE BEAMS AND BELOWBEARING WALLS.PAINTA. DRYWALL FINISH LEVEL AND TEXTURE PER OWNER.B. ALL DRYWALL FINISHED AREAS TO RECEIVE ON COAT PVA PRIMER AND TWO COATS OFLATEX PAINT, COLOR PER OWNER.FLOOR COVERINGA. ALL FLOOR FINISHES TO BE COORDINATED WITH OWNER.ELECTRICAL SYSTEMA. ALL ELECTRICAL OUTLET, SWITCH, AND LIGHT LOCATIONS TO BE VERIFIED WITH THEOWNER ON SITE OR AFTER FRAMING NEARING COMPLETION. NO ELECTRICAL PLANS AREBEING PROVIDED AND ALL DETAILS ARE COORDINATED WITH OWNER. BREAKER BOXLOCATION IS SHOWN ON THE PLANS AS A GENERAL RECOMMENDATION. RELOCATE ASNEEDED TO PROVIDE CONVENIENT ACCESS PER OWNER AND GC.MECHANICAL SYSTEMA. FURNACE AND CONDENSER LOCATIONS ARE SHOWN AS A GENERAL RECOMMENDATION.RELOCATE AS NEEDED TO PROVIDE BEST DUCTING LOCATIONS.THIS UNIT UNDER THISPERMIT ONLY. DUPLEXUNDER SEPARATE PERMITDUPLEX UNDERSEPARATE PERMITTHIS PROJECT CONSISTS OF DEVELOPING A SITE WITH A DUPLEX AND DETACHED 3 CAR GARAGE WITH AN APARTMENTABOVE REFERRED TO AS A CARRIAGE HOUSE. THIS PERMIT IS ONLY FOR THE GARAGE WITH A LIVING UNIT ABOVE. THEDUPLEX WHICH IS UNDER A SEPARATE PERMIT WILL HAVE ONE UNIT AT 1,922 SQ.FT. AND ONE UNIT AT 1,969 SQ.FT. FOR ATOTAL OF 3,891 SQ.FT. THE DETACHED GARAGE IS 840 SQ.FT. ON THE GARAGE LEVEL AND THE APARTMENT IS 880 SQ.FT. THESITE FOLLOW L.I.D. DRAINAGE STANDARDS PER THE CITY OF FORT COLLINS. THERE ARE 2 OFF STREET PARKING SPACESPROVIDED. CAJETAN STREETGARAGE/CARRIAGE HOUSEGENERAL STRUCTURAL NOTES & SPECS:ALL WORK SHALL CONFORM TO THE INTERNATIONAL RESIDENTIALCODE FOR ONE AND TWO FAMILY DWELLINGS (IRC-2018) WITHLOCAL AMENDMENTS AS REQUIRED.SOILS/FOUNDATION:-SOILS ARE LEAN CLAY WITH SAND AND SANDY LEAN CLAY.-CALL THE ARCHITECT FOR AN OPEN HOLE OBSERVATION TO BEPERFORMED PRIOR TO POURING ANY FOOTINGS ORFOUNDATIONS. OPEN HOLE OBSERVATIONS ARE IMPORTANT TOVERIFY THE EXPOSED SOILS CONDITIONS.-ALL FOOTINGS, PADS, OR PIERS SHALL BEAR A MINIMUM OF 30"BELOW GRADE, OR DEEPER AS REQUIRED PER LOCAL CODE, ANDSHALL BEAR UPON UNDISTURBED NATIVE SOILS OR COMPACTEDSTRUCTURAL FILL. FOOTINGS ARE SIZED BASED ON ASSUMED1,500P.S.F. ALLOWABLE SOIL BEARING PRESSURE WITH LOWEXPANSIVE SOIL POTENTIAL PRESENT.CONCRETE:ALL CONCRETE SHALL UTILIZE TYPE II CEMENT WITH 6% +/- 1% AIRENTRAINMENT AND A MINIMUM 28 DAY COMPRESSIVE STRENGTHOF 3,000 PSI, AND SHALL BE PROPORTIONED IN ACCORDANCEWITH THE APPLICABLE REQUIREMENTS OF THE ACI CODES.-PLACEMENT AND ADEQUATE VIBRATION OF CONCRETE IS THERESPONSIBILITY OF THE CONTRACTOR.DIMENSIONAL LUMBER:ALL DIMENSIONAL LUMBER SPECIFIED ON THE PLAN SHALL BE HEMFIR (HF) NO. 2 OR BETTER, UNLESS NOTED OTHERWISE ON THEPLAN, AND IS INTENDED FOR DRY USE UNLESS IT HAS BEENPRESSURE TREATED WITH AN ACCEPTABLE PRESERVATIVESOLUTION.LAMINATED VENEER LUMBER:ALL LAMINATED VENEER LUMBER (LVL) SPECIFIED ON THE PLANSHALL HAVE A MINIMUM ALLOWABLE FLEXURAL STRESS (FB) OF2,600 PSI, A MINIMUM MODULUS OF ELASTICITY (E) OF 1,900,000 PSI,AND IS INTENDED FOR DRY USE ONLY. GLU-LAM BEAMS AREASSUMED TO BE F = 2,400 PSI, E=2.0X10 PSIFASTENING CONNECTORS:WOOD CONNECTORS CALLED OUT ARE SIMPSON-STRONG TIE.OTHER BRANDS ARE ACCEPTABLE AS LONG AS THEY ARE SIMILARIN SPECS.FRAMING MEMBERS SPECIFIED ARE TRUS-JOIST OR TJI #210.EQUIVALENT MEMBERS OF OTHER BRANDS MAY BE SUBSTITUTED.A. DIVERT CONSTRUCTION AND DEMOLITION DEBRIS FROM DISPOSALIN LANDFILLS AND INCINERATORS. REDIRECT RECYCLABLERECOVERED RESOURCES BACK TO THE MANUFACTURING PROCESS.REDIRECT REUSABLE MATERIALS TO APPROPRIATE SITES.B. PROVIDE AN EASILY ACCESSIBLE AREA THAT SERVES THE ENTIREBUILDING AND IS DEDICATED TO THE COLLECTION AND STORAGE OFNON-HAZARDOUS MATERIALS FOR RECYCLING PAPER, CORRUGATEDCARDBOARD, GLASS, PLASTIC AND METALS, ETC.C. PROTECT STORED ON-SITE OR INSTALLED, ABSORPTIVE MATERIALSFROM MOISTURE DAMAGE.DISPOSAL AND SITE NOTES:WINDOW U-FACTOR = .30 MAX.CEILING R-VALUE = R-60 MIN. W/ UP TO 500 SQ.FT. OF R-30 WHERE SPACE DOESN'T ALLOW R-60WALL R-VALUE = R-20 + R-5 CONT. INSUL MIN.WALLS BELOW GRADE = R-10 CONT. INSUL MIN.APPROVED APRIL 4, 2023
SCALE:1/4" = 1'-0"GARGE AREA = 840 SQ.FT.LIVING UNIT AREA = 880 SQ.FT.TOTAL AREA =1,720 SQ.FT.GARAGE/CARRIAGE HOUSEFIRST FLOOR PLANCARRIAGE HOUSEGARAGE27'-6"32'-0"UNIT 2GARAGEUNIT 1GARAGE24'-0"20'-6"11'-6"UP4'-0"10'-0"5'-6"12'-0"3'-6"5'-0"5'-0"7'-0"1 HOUR FIRE RATED WALLPER TABLE R302.1(2).. GA FILE NO. WP 8105SEE DETAIL ON THIS SHEET5B5C5C5A3'-6"8'-6"12'-0"30283030202020202020W/HFURN20208'-6" HD. HT.9080 O.H.D.9080 O.H.D.4'-114"11'-434"12'-0"12'-0"STAIR OPENING3'-6"STAIROPN'G PIPE COL9 12" #210 JOISTS@ 16" O.C.OR PER ENG.S.C. W/CLOSER9 12" #210 JOISTS@ 16" O.C.OR PER ENG.9 12" #210 JOISTS@ 16" O.C.OR PER ENG.265B5ANOTES:-58" TYPE 'X' GYP. BD. @ ENTIRE CLG.-58" TYPE 'X' GYP. BD. @ BOTH SIDES ALL INTERIOR WALLS.-58" TYPE 'X' GYP. BD. @ INTEROR FACE OF ALL EXTERIOR WALLS.-WRAP ALL BEAMS & BEAM SUPPORTS W/ 58" TYPE 'X' GYP. BD.4'-334"PIPE COL. PER ENG.PIPE COL. PER ENG.PIPE COL. PER ENG.PER ENG. PIPE COLPER ENG. PIPE COLPER ENG.S.C. W/CLOSERBEAMPER ENG.BEAM PER ENG.6'-0"HDR. PER ENG.HDR. PER ENG.DBL. JOISTDBL. JOISTDBL. JOISTCONT. DBL. JOISTDBL. JOIST10'-414"3'-8"1'-4"2'-4"2'-934"HDR. PER ENG.HDR. PER ENG.HDR.PER ENG.HDR.PER ENG.HDR.PER ENG.BEAM PER ENG.1 34"X7 14" LVL WALLPER STRUCT.STEPSTEP4'-0"DOWN CONC.WALK11'-0"26S.C. W/CLOSER-SEE GA FILE NO. WP 8105 FOR FIRE WALL CONSTRUCTION.-WHERE ARCHITECTURAL AND STRUCTURAL DRAWINGSDIFFER, STRUCTURAL DRAWINGS TO TAKE PRECEDENCE.-WALLS ON THE FIRST FLOOR PLAN TO BE FLOATING. SEEDETAIL ON THIS SHEETDOWNSTEP68.3167.10UP27'-6"32'-0"20'-6"11'-6"24'-0"3'-6"CONTROL JOINTS 15' MAXEA. DIRECTION. OPTIONAL10 GA. 8X8 WWF OR #3REBAR AT 3' O.C. EACH WAYAT CENTER OF SLAB TOREDUCE CRACKINGBLOCKOUT FOR9' O.H.D.10"9'-4"1'-4"24'-0"10"3'-4"1'-012"9'-4"2'-212"9'-4"1'-5"8"3'-4"16'-6"BLOCKOUT FOR 9' O.H.D.BLOCKOUT FOR 9' O.H.D.SIMPSON HOLD DOWNS PERSTRUCT., TYP.3'-0" CONC. WALL 3'-8" +/- CONC. WALL 3'-0" CONC. WALL GARAGEUNEXCAVATED4" CONC. SLABW/ 1/2" EXP. JOINT @ PERIMETER5B5C5CFOUNDATION PLAN SCALE:1/4"=1'-0"5ASLOPE TO DOORPIPE COL. ON PAD FOOTINGPER ENG.7'-1014"7'-912"8'-414"FLATSLOPE 4"TO DOORSLOPE TO DOOR5B5APIPE COL.
ON PA
D F
O
OTI
N
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PER E
N
G.PIPE COL.
ON PA
D F
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N
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PER E
N
G.10'-0"5'-414"4'-11"11'-1014"11'-434"PIPE COL.
ON PA
D F
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G. PIPE COL. ON PAD FOOTINGPER ENG.4'-3"3'-8"11'-834"STEP FOOTERPER GRADESTEPFOOTER/T.O. WALLPER GRADET.O.F.=69.85T.O.C.=68.85T.O.F.=66.62T.O.F.=69.85T.O.C.=68.10STEPT.O. WALLT.O.C.=67.16'STEPT.O. WALLT.O.C.=66.22'FF=66.62FF=66.62FF=66.22T.O.C.=66.22'T.O.C.=66.55'27'-4"3'-4"1'-4"FF=67.10'STEPFOOTER/T.O. WALLPER GRADEDOWNDOWNSIMPSON HOLD DOWNS PERSTRUCT., TYP.R-10 INSULATION UNDERSLAB @ UTILITY ROOM AND2' BEYOND68.3167.10UPFLOATING WALL DETAIL SCALE:1/2"=1'-0"PRESSURE TREATED BASE PLATE GLUED ANDNAILED. GLUE WITH POLYURETHANECONSTRUCTION ADHESIVE. NAIL WITH 3"POWDER ACTUATED NAILS @ 16" O.C. AND 8"FROM ENDS.2X4 WOOD STUD WALL NON BEARING.1-1/2" EXPANSION GAP60D 38" BY 6" SPIKE NAILEVERY 32" O.C.WOOD STUDCONC. FLOORBASEBOARD TRIM58" TYPE 'X' GYP. BD.SHEET OFREVISIONSPROJECT NO.2CHECKEDDRAWN5FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETGARAGE/CARRIAGE HOUSEGENERAL FOUNDATION NOTES:1. ALL DIMENSIONS ARE TO CENTERLINE OF BEAM /COLUMN OR FACE OF CONCRETE WALL.2. OWNER'S /CONTRACTOR'S SOILS ENGINEER SHALL SIZE ALL FOOTINGS AND FOUNDATION SYSTEMS AND PROVIDE SPECIFICATIONS FOR: SLABS, FILLSREINFORCING, SURFACE AND SUB-SURFACE DRAINAGE AND VERIFY ALL OF THESE DESIGN CONSIDERATIONS WITH REGARD TO THIS SPECIFIC SITE.3. SLOPE FINISH GRADE AWAY FROM STRUCTURE AT ALL SIDES.4. TYPICAL FOUNDATION: 8" CONTINUOUS CONCRETE WALLS WITH TWO(2) #4 BARS AT TOP AND BOTTOM AND VERTICAL #4 BARS AT 32" O.C. FOOTING SIZESPER ENGINEER. PROVIDE ASPHALTIC DAMPROOFING AT OUTSIDE FACE OF WALLS AND 4" PERIMETER DRAIN INTO SUMP PIT OR TO DAYLIGHT5. TYPICAL SLABS: 4" CONCRETE SLAB OVER 4" GRAVEL BASE WITH 1/2" EXPANSION JOINT AT PERIMETER AND TOOLED CONTROL JOINTS AT BEAM LINES ANDWHERE INDICATED.6. TIE ALL EXTERIOR FLATWORK TO FOUNDATION WITH #4 TIE BARS AT 2'-0" O.C.7. 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.8. PROVIDE SOLID LUMBER BLOCKING BEHIND RIM JOIST AT ALL DECK LEDGER LINES.9.WHERE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS DIFFER, ENGINEER DRAWING ARE TO TAKE PRECEDENCE.10. PROVIDE 1 HEAT REGISTER IN CRAWL SPACE.11. INSULATE ALL CRAWL SPACES WITH PERIMETER MINIMUM R-19 VINYL-FACE BATTS.APPROVED APRIL 4, 2023
BEDROOM #1BEDROOM #2BATHKITCHENLIVINGSCALE:1/4" = 1'-0"AREA = 840 SQ.FT.GARAGE/CARRIAGE HOUSESECOND FLOOR PLAN27'-6"32'-0"27'-6"36" RAILINGDOWNW/DPOWDERUPRANGESTORAGEFRIDGEDWBALCONY1 HOUR FIRERATED WALL. GAFILE NO. WP 8105.SEE DETAIL ONSHEET 25B5C5C5A32'-0"7'-8"7'-9"11'-014"5'-634"20205050EGRESS5050EGRESS40506020 TRANSOM10'-6"10'-6"6'-6"40306068 S.G.D.3024242426264040405'-1112"3'-912"5'-9"3'-714"4'-114"10'-212"3'-8"4'-912"2'-412"10'-1112"3'-9"2'-0"5'-812"5'-3"BEAM PER ENG.48"X36"SHOWER2'-612"3'-312"4'-312"12'-434"2'-412"12'-834"202012'-6" HD.HT.16'-512"STAIR OPENING3'-6"STAIROPN'G5B5A36"RAILING3"3'-214"13'-9"18'-3"22X30ATTICACCESSHEADER PER ENG.11'-6"11'-834"1 34"X7 14" LVL WALLPER STRUCT.7'-1014"14'-012"5'-714"BEAMPER ENG. STL.
C
O
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STL.
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N
G1 34"X7 14" LVL WALLPER STRUCT.4'X4'ISLAND68.3167.10SCALE:1/4" = 1'-0"AREA = 678 SQ.FT.GARAGE/CARRAIGE HOUSEROOF DECK PLANROOF DECKBALCONY BELOWDOWN36" RAILING20'-6"11'-6"27'-6"27'-6"5B5C5C5A4'-6"5'-8"5'-8"4'-8"5B5ANO ROOF OVERHANGIN THIS AREA202025'-0"HD. HT.202025'-0"HD. HT.36" RAILING3"28683'-912"12'-6"3'-1112"ATTIC SPACEOPEN TO MAIN FLOOR36" WALL ON ROOF, WOOD SIDINGON BOTH SIDES4'-114"202025'-0"HD. HT.20'-6"2X6 @ 16" O.C.22X30ATTICACCESS9 1/2" #210 TJI JOISTS@ 16" O.C.FULL LT.1 34"X7 14" LVL WALLPER STRUCT.1 34"X7 14" LVL WALLPER STRUCT.68.3167.10SCALE: 1/8"=1'-0"ROOF PLAN4:12ROOF DECK BELOWDSDS36" KNEE WALL36" RAILINGDECK BELOWPRE ENG. TRUSS@ 24" O.C.AWNING68.3167.1012'x25', 300 SQ.FT.SOLAR READY ZONECAPPED ROOFPENTRATION SLEEVEPER IECC RB103.6SHEET OFREVISIONSPROJECT NO.3CHECKEDDRAWN5FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETGARAGE/CARRIAGE HOUSE-TYPICAL ROOF PITCH = 4:12 (VERIFY WITH EXISTING) EXCEPT AS NOTED.PROVIDE 3:12 SLOPE MIN @ CRICKET-PROVIDE GUTTERS AND DOWNSPOUTS ON ALL SIDES TO GRADE SPLASHBLOCKS - NOT SHOWN.-PROVIDE 1 S.F. OF VENTING PER 300 S.F. OF ATTIC SPACE USING TWO TYPESOF VENTS, ROOF TOP AND SOFFIT.-PROVIDE A SOLAR-READY ZONE AND A CAPPED ROOF PENETRATIONSLEEVE PER IECC RB103.ROOF PLAN IS TO SHOW ARCHITECT'S INTENT OF ROOF FRAMING FOR THETRUSS FABRICATOR. FABRICATOR'S SHOP DRAWINGS WILL SUPERCEDE THISDRAWING FOR ANY TRUSS LOCATIONS AND DETAILS. REFER TOFABRICATOR'S SHOP DRAWINGS PRIOR TO CONSTRUCTION. SIGNIFICANTDEVIATIONS FROM THE ARCHITECT'S INTENT WILL REQUIRE NOTIFICATIONAND RE-EXAMINATION OF THE BUILDING STRUCTURE.ALL STICK-BUILT AREAS IF REQUIRED INCLUDING OVERBUILDS, CRICKETS,AND SADDLES TO BE 2"x8" RAFTERS @ 24" O.C., 1"x10" RIDGE BOARD, 2"x4"COLLAR TIES AT MID-SPAN FOR ALL RAFTERS OVER 12' SPAN, 2"x4" BEARINGPLATE OVER MAIN ROOF SHEATHING. PROVIDE TRUSS CLIPS @ ALL RAFTERSOVER 6' SPAN.ROOF FRAMING NOTES:APPROVED APRIL 4, 2023
SCALE: 1/4" = 1'-0"WEST ELEVATION9'-578"⅊ HT.9'-118"⅊ HT.12'-6"HEAD HT.25'-0"HEAD HT.8'-0"HEAD HT.WOODTONE RUSTICSERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONERUSTIC SERIES6.25" LAPSIDING TRIMELEV.= 66.22'ELEV.= 76.56'SECOND FLOOR ELEV.=86.97'ROOF DECKELEV.=97.57' +/-T.O. ROOF8'-6"HEAD HT.36" WALL ON ROOF,WOOD SIDINGELEV.= 67.10'FIRST FLOOR GF=67.50FG=68.28FF =66.22FIRST FLOOR@ FRONT OF CARRIAGE/UNIT 1 GARAGEST.O.C. =69.85T.O.C.= 68.85T.O.C.=68.10T.O.C.=67.16FF=66.62WOODTONE RUSTICSERIES5.25" LAP SIDING,HORIZONTAL,NO OVERLAP.COLOR: MOUNTAINCEDAR.CAN SUBSTITUTELP SMARTSIDE OR SIM.T.O. DRAIN = 67.10ELEV.= 68.31'WALKWAYSCALE: 1/4" = 1'-0"EAST ELEVATIONDOWNSPOUTWOODTONE RUSTIC SERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES6.25" LAP SIDING TRIMELEV.= 66.62'ELEV.= 76.56'SECOND FLOOR ELEV.=86.97'ROOF DECKELEV.=97.57' +/-T.O. ROOF9'-578"9'-118"⅊ HT.⅊ HT.30 YEAR COMP.SHINGLES36" WALL ON ROOF,WOOD SIDINGELEV.= 66.22FIRST FLOOR@ FRONT OF CARRIAGE/UNIT 1GARAGESFIRST FLOOR@ FRONT OF UNIT 2GARAGEFF/TOC =66.22SCALE: 1/4" = 1'-0"NORTH ELEVATION30 YEAR COMP.SHINGLES1249'-578"⅊ HT.9'-118"⅊ HT.WOODTONE RUSTIC SERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONERUSTIC SERIES6.25" LAP SIDINGTRIMELEV.= 66.22'FIRST FLOOR ELEV.= 76.56'SECOND FLOOR ELEV.=86.97'ROOF DECKELEV.=97.57' +/-T.O. ROOFAWNING, SEE DETAILON SHEET 536" WALL ONROOF,WOOD SIDINGFF/TOC =66.22FF/TOC =66.22SCALE: 1/4" = 1'-0"SOUTH ELEVATION12434 HR FIRERATED DOOR⅊ HT.⅊ HT.9'-578"9'-118"WOODTONE RUSTIC SERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES6.25" LAP SIDING TRIMELEV.= 67.10'ELEV.= 76.56'SECOND FLOOR ELEV.=86.97'ROOF DECKELEV.=97.57' +/-T.O. ROOF31'-934"36" RAILINGFG=68.2869.5269.4166.71ELEV.= 66.62'FF=67.1066.62FIRST FLOOR@ FRONT OF UNIT 2GARAGET.O.C.=69.85FIRST FLOOR@ VACK OF UNIT 2GARAGEELEV.= 68.31'FIRST FLOOR@ VACK OF UNIT 2GARAGESHEET OFREVISIONSPROJECT NO.4CHECKEDDRAWN5FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETGARAGE/CARRIAGE HOUSEAPPROVED APRIL 4, 2023
6'-10"CLEAR HT.GARAGE9'-578"⅊ HT.9'-118"⅊ HT.BEDROOMSCALE: 1/4"=1'-0" SECTIONA59'-118"⅊ HT.34" SUBFLOORJOISTSPER PLAN1 LAYER 5/8"TYPE 'X'GYP.BD.2x6 EXTERIORSTUDS, TYP.R-21 BATTS9 1/2" #210 TJIFLOOR JOISTS @16" O.C.@ DECK2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECKBUILD-UP FLOOR W/ 2X @16"O.C. TO 10'-6" ABOVESECOND FLOOR10'-6"10"TYP.HANDRAIL @ONE SIDE MIN.,TYP.R-60 BATTINSUL.PRE ENGINEEREDTRUSS @ 24" O.C.36"36"10"TYP.STAIR OPENING12'-0"STAIR OPENING16'-612"3'-514"4'-4"11'-8"17 RISERS @ 7.30" +/-14 TREADS @ 10"LANDING10'-418"LANDING12'-6"15 TREADS @ 10"17 RISERS @ 7.41" +/-R-30 BATT INSUL.BEAMPER ENG.1'-258"CONTINUOUSCONC. SPREADFOOTING PERENG.8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL12" EXP. JOINT1 34"X7 14" LVL WALL @2ND FLOOR ANDABOVE OF NORTHWALL PER STRUCT.30 YEAR COMP.SHINGLES124GARAGEGARAGEKITCHENLIVINGSCALE: 1/4"=1'-0" SECTIONC534" SUBFLOORJOISTSPER PLAN9'-578"⅊ HT.9'-118"⅊ HT.2x6 EXTERIORSTUDS, TYP.R-20+5 CONT.INSUL.CONTINUOUSCONC. SPREADFOOTING PER ENG.8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILLR-60 BATTINSUL.PRE ENGINEEREDTRUSS @ 24" O.C.R-30 BATT INSUL.18'-114"⅊ HT.SOFFIT VENTPER CODESOFFIT VENTPER CODE12" EXP. JOINTR-10 ALONGUTILITY ROOM6'-0"6' RIGID INSUL.R-10 UNDERUTILITY ROOM1 34"X7 14" LVL WESTWALL PER STRUCT.GARAGEGARAGEKITCHENBEDROOMBATHBLOCKINGBTWNJOISTSMTL.AWNINGSCALE: 1/4"=1'-0" SECTIONB59'-118"⅊ HT.9'-758"⅊ HT.34" SUBFLOORJOISTSPER PLANCONTINUOUSCONC. SPREADFOOTING PERENG.8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL2x6 EXTERIORSTUDS, TYP.R-21 BATTSR-60 BATTINSUL.PRE ENGINEEREDTRUSS @ 24" O.C.2X6 DROPPED CLG.R-30 BATT INSUL.2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECKATTIC SPACEBEAMPER ENG.12" EXP. JOINT9'-578"⅊ HT.1 34"X7 14" LVL WALL @2ND FLOOR ANDABOVE OF NORTHWALL PER STRUCT.END OF FRAME SIDE VIEWFRAME AXONNOT TO SCALE2"4"4"1"TOP OF FRAME8'-0"SCALE:12 " = 1'-0"AWNING DETAILS38" LAG BOLTS INTO 2X6BLOCKING BETWEEN STUDS2X8X18" TUBE STEEL12" STL. RODSTEEL TAB2X8X18" TUBE STEEL38" LAG BOLTS INTO 2X6BLOCKING BETWEEN STUDS4'-0"2"7'-8"2"8"8"8"8"8"8"5'-2"3'-714"4'-0"4"8"8"8"8"8"8"DRIP EDGE FLASHINGOVER PLY, UNDER ROOFINGMEMBRANEGUTTER WITHDOWNSPOUTBLOCKING BETWEENSLEEPERS @ 24" O.C..VERIFY DRAINING ISNOT BLOCKED9 1/2" TJI 2X SLEEPER SLOPED @ 14" PER FOOT@ 16" O.C.34" EXTERIOR GRADE PLYWOOD60 MIL. SINGLE LAYER EPDM ROOFING,MECHANICALLY FASTENED2X PRESSURE TREATED SLEEPER.DO NOT PENETRATE ROOFSIMPSON RIPPER CLIP RC-2.1 2" RIGID FOAM & R-21 BATT INSUL@ ROOF DECKR20+5 CONT.RIGID INSULSHEET OFREVISIONSPROJECT NO.5CHECKEDDRAWN5FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADOSCALE: 1"=1'-0" DECK DETAILD5 CAJETAN STREETGARAGE/CARRIAGE HOUSEAPPROVED APRIL 4, 2023