HomeMy WebLinkAbout556 CAJETAN ST - DUPLEX & CARRIAGE HOUSE - FDP230003 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE PLAN (2)N51°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.1CHECKEDDRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939REVISED WATER LINECAJETAN STREET DUPLEX556 CAJETAN STREETFORT COLLINS, COLORADO556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEXSCALE : 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: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.SHEET INDEX:A1 OF 7 COVER SHEET, SITE PLANA2 OF 7 FOUNDATION PLAN, FIRST FLOOR PLANA3 OF 7 SECOND FLOOR PLAN, THIRD FLOOR PLAN, ROOF PLANA4 OF 7 ELEVATIONSA5 OF 7 SECTIONSA6 OF 7 SECTIONSA7 OF 7 DETAILSTHIS 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 FOR THE DUPLEX. THE DUPLEX WILL HAVE ONE UNIT AT 1,922SQ.FT. AND ONE UNIT AT 1,969 SQ.FT. FOR A TOTAL OF 3,891 SQ.FT. THE DETACHED GARAGE IS 840 SQ.FT. ON THE GARAGELEVEL AND THE APARTMENT IS 880 SQ.FT. THE DUPLEX WILL HAVE A 13D SPRINKLER SYSTEM THROUGHOUT. THERE ARE 2OFF STREET PARKING SPACES PROVIDED. .NARRATIVE: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 STRUCTURAL NOTES & SPECS:GENERAL CONSTRUCTION AND FINISH NOTES: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.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-20 MIN. KRAFT FACED BATT INSULATIONBETWEEN STUDS AND R-5 CONTINUOUS INSULATION. STUD SPACING FOR WALL TALLER THAN10' TO BE @ 12" O.C. EXTERIOR SHEATHING TO BE 7/16" CDX PLYWOOD OR OSB SHEATHINGWITH 6D COMMON 2.0" X 0.113 NAILS EVERY 6" AT EDGES AND EVERY 12" IN THE FIELD PERTABLE IRC R602.3(3). INSTALL 12" DIAMETER X 10" LONG J BOLTS WITH 7" EMBEDMENT EVERY48" O.C. AND WITHIN 12" OF ENDS. INTERIOR FINISHES ARE OPTIONAL PER OWNER. SEEPLANS AND DETAILS FOR FIRE RATED WALLS.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.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:DUPLEX UNDER THISPERMIT ONLY. CARRIAGEHOUSE UNDER SEPARATEPERMITAPPROVED APRIL 4, 2023
UPKITCHENDININGOFFICEBATHKITCHENDININGLIVING7.5'X10'UPENTRYOFFICEBATHSCALE:1/4" = 1'-0"FIRST FLOOR AREA UNIT 1 = 762 SQ.FT.FIRST FLOOR AREA UNIT 2 = 739 SQ.FT.TOTAL FIRST FLOOR AREA = 1,501 SQ.FT.UNIT 1 TOTAL AREA = 1,922 SQ.FT.UNIT 2 TOTAL AREA = 1,969 SQ.FT.TOTAL DUPLEX AREA = 3,891 SQ.FT.FIRST FLOOR PLAN21'-612"37'-0"7'-512"34'-0"ENTRYBENCHCOATSCOATSMUDROOMMUDROOMLIVING9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.6A6A5A5A5B5C5B21'-0"33'-0"4'-0"8'-0"6'-0"7'-0"15'-0"8'-0"13'-0"50'-0"10'-0"2'-0"PORCH29'-0"5'-0"13'-0"12'-0"DOWNCLO.36"X36"SHOWER36"X36"SHOWER22'-0"3060288020209'-1"5'-812"406030602020306020662066206620662066506620663080263030667066405030301 HR. FIREPARTITION,SEE DTL. B/76CPANTRY2616244'-712"8'-212"9'-0"11'-2"3080202880208'-6"STAIROPN'G11'-0"STAIR OPENING6BOPENABOVEOPENABOVEDOWN24262036"RAILING36"RAILING6D2'-6"30"x48"CRAWLACCESS30"x48"CRAWLACCESSFURR OUTFOR HVACFURR OUTFOR HVAC6'-1112"STAIR OPN'GFLUE203'-2"STAIROPN'G12'-6"STAIR OPENING10'-11"2'-412"3'-312"4'-5"3'-8"3'-312"4'-312"10'-312"8"6'-912"7'-312"2'-10"5'-512"3'-912"4'-6"4'-0"4'-1112"1'-6"7'-11"7'-1"1'-0"9'-0"7'-2"2'-10"7'-512"1'-312"1'-612"11'-3"3'-412"4'-712"F.P., VERIFY DIMSPER MFR.5C6B6C6DOPENABOVEPLPLPLPLHDR. PER ENG.BM. PER ENG.BEARING WALLBEARING WALLBEAM PER ENG.BEAM PER ENG.BEAM PER ENG.BEAM PER ENG.BEAM PER ENG.BM. PER ENG.DOWN6A6A5A5A5B5C5B21'-612"7'-512"21'-0"33'-0"12'-0"10'-0"15'-0"7'-0"6'-0"13'-0"13'-0"8'-0"8'-0"29'-0"50'-0"4'-0"CRAWL SPACE6 ML. VAPOR BARRIER SEALEDON CRAWL SPACE FLOOR.INSULATE W/ MINIMUM R-19VINYL-FACE BATTS ANDPROVIDE 1 HEAT REGISTER INCRAWL SPACE5'-0"PER. ENG.COL. & PAD PER E
N
G. COL. & PA
D
9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.BEAM POCKET BEAM P
O
CKET BEAM POCKET9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.4'-0"PORCH4" CONC. SLABSTEP DOWNT.O.F. 6", TYP.FOUNDATION PLAN SCALE:1/4"=1'-0"- ALL DIMENSIONS ARE TO ROUGH FRAME.- ALL HEADERS ARE DBL. 2x12 OR PER ENGINEER.-PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL POINT LOADS= 'PT LOAD'NOTES PORCH4" CONC. SLAB8'-6"1'-6"5'-0"2'-0"6'-0"6C6B2' +/- WALL4'-5"8"15'-11"9'-518"PER E
N
G. COL. & PA
D
BEAM POCKET BEAM POCKETPER E
N
G. COL. & PA
D6'-912"4'-5"16'-7"STEP DOWNPER CIVIL ELEV.STEP DOWNPER CIVIL ELEV.4'-0" +/- CONC. WALL UPSUMPSUMPSTEP FOOTINGPER GRADE, TYP. 4'-0" +/- CONC. WALL 4'-0" +/- CONC. WALL6D6'-0" +/- CONC. WALL 6'-0" +/- CONC. WALL 4'-0" +/- CONC. WALL 6'-0" +/- CONC. WALL 6'-0" +/- CONC. WALL CRAWL SPACE FURNACE5C6B6C6DCRAWL SPACE FURNACEBEAM POCKET 30"X48"CRAWLACCESS30"X48"CRAWLACCESSBEAM POCKET 4" CONC. SLABON STRUCTURALFILLUPUPBEAM PER ENG.BEAM PER ENG.BEAM PER ENG.BEAM PER ENG.T.O.C.=66.22'SLAB FF @67'-2 3/8"UP4" RADONEXHAUST4" RADONEXHAUST4" RADONEXHAUST4" RADONEXHAUSTCRAWL SPACE6 ML. VAPOR BARRIER SEALEDON CRAWL SPACE FLOOR.INSULATE W/ MINIMUM R-19VINYL-FACE BATTS ANDPROVIDE 1 HEAT REGISTER INCRAWL SPACEMIN. 4'X8'CONC. SLABMIN. 4'X8'CONC. SLABSHEET OFREVISIONSPROJECT NO.2CHECKEDDRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEXGENERAL 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. INSTALL 4" DIAMETER PERFORATED PIPE PASSIVE RADON SYSTEM BELOW BASEMENT SLAB FOR RADON PUMP OPTION. DAYLIGHT UP THROUGH SLAB ATTWO POINTS IN BASEMENT10.WHERE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS DIFFER, ENGINEER DRAWING ARE TO TAKE PRECEDENCE.11. PROVIDE 1 HEAT REGISTER IN CRAWL SPACE.12. INSULATE ALL CRAWL SPACES WITH PERIMETER MINIMUM R-19 VINYL-FACE BATTS.APPROVED APRIL 4, 2023
UPDOWNBEDROOMBATHOPENBEDROOMUPDOWNBEDROOMBEDROOMBATH9'X5'BATH5'X9'OPENOPEN36"RAILINGHALLCLO.CLO.CLO.CLO.SCALE:1/4" = 1'-0"SECOND FLOOR AREA UNIT 1 = 636 SQ.FT.SECOND FLOOR AREA UNIT 2 = 671 SQ.FT.TOTAL SECOND FLOOR AREA = 1,307 SQ.FT.SECOND FLOOR PLANBEDROOM9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.9 1/2" TJI #210FLOOR JOISTS@ 16" O.C.6A6A5A5A5B5C5B29'-0"21'-0"21'-612"7'-512"33'-0"12'-0"10'-0"15'-0"8'-0"13'-0"13'-0"7'-0"6'-0"5'-0"4'-0"8'-0"UNIT 1UNIT 220204050206630662066306627'-6"5'-6"4'-1"3'-11"8'-312"6'-812"6066262060665066266670664050302040502060206040601 HR. FIREPARTITION,SEE DTL. B/76C7'-1"STAIR OPENING9'-4"STAIR OPENING6BW/D6DFURR OUTFOR HVACDROPFLUSH11'-212"STAIR OPENING3'-2"STAIROPN'G60"X36"SHOWER54"X36SHOWER13'-912"7'-9"7'-512"6'-1112"STAIR OPN'G5'-912"8'-112"6'-612"9'-612"2'-0"26663'-0"11'-112"5'-312"11'-1"5'-6"3'-6"8'-112"9'-412"8'-4"12'-8"4'-1112"4'-1"2'-412"4'-1112"3'-6"54"X36SHOWER54"X36SHOWER2'-412"2'-412"1'-0"6'-212"4'-6"5'-312"20163'-9"6'-2"3'-1012"2'-412"4'-912"7"5'-912"4'-212"5'-4"3'-512"3'-5"10'-912"5'-1012"5C6B6C6D24242626262620242450404040FLUSHFURR OUTFOR HVACFLUSHFLUSH9 1/2" TJI #210FLOOR JOISTS@ 8" O.C.BEAM PER ENG.BEAM PER ENG.SCALE: 1/8"=1'-0"ROOF PLANPRE-ENGINEEREDTRUSSES @ 24" O.C.2:122:12ROOF DECKROOF DECK2:12DSDSDSDSDS(@ ROOFDECK)12'x25', 300SQ.FT. SOLARREADY ZONECAPPED ROOFPENTRATIONSLEEVE PERIECC RB103.6DOWNMASTER BEDROOMROOF DECKMASTERBATHDOWNMASTER BEDROOMROOF DECKWETBARSCALE:1/4" = 1'-0"THIRD FLOOR AREA UNIT 1 = 524 SQ.FT.THIRD FLOOR AREA UNIT 1 = 559 SQ.FT.TOTAL THIRD FLOOR AREA = 1,083 SQ.FT.THIRD FLOOR PLANMASTERROOF DECKLINENW.I.C.WET BAR6A6A5A5A5B5C5BPOWDER36" RAILING29'-0"21'-0"6'-6"6'-6"13'-0"13'-0"7'-0"15'-0"10'-0"12'-0"33'-0"5'-0"21'-612"7'-512"8'-0"4'-0"TRANSOM402023'-6"9'-6"3'-712"17'-11"25'-6"6'-0"14'-4"4'-512"40502050205030165070TRANSOM50165070TRANSOM501630165016206020601 HR.FIREWALL,SEE DTL. B/76C10'-8"10'-1012"2'-112"9'-6"11'-1012"262426202420202026242450POWDERMASTERBATHW.I.C.BEAM PER ENG.BEAM PER ENG.36" RAILINGBEAM PER ENG.9'-4"STAIR OPENING11'-212"6BWASHDRY20606020TRANSOM6020TRANSOMCOL. PER ENG.36" KNEEWALL36" RAILING6"6'-0"3'-0"6DSTAIR OPENING3'-2"STAIROPN'GFLUE7'-1"STAIR OPENING6'-1112"STAIR OPN'G66"X42"SHOWER60"X36"SHOWER8"6'-912"14'-612"6'-512"2'-1"10'-11"7'-9"5'-3"13'-912"7'-9"5'-1112"3'-6"3'-10"1'-7"4'-11"3'-812"2'-0"6'-512"5'-4"2'-0"12'-612"5'-612"3'-512"6'-312"5'-112"3'-5"13'-312"3'-912"5'-1112"5C6B6C6DDROPSHEET OFREVISIONSPROJECT NO.3CHECKEDDRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEX-TYPICAL ROOF PITCH = 2:12 (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.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"SOUTH ELEVATION10'-0"⅊ HT.9'-118"⅊ HT.ELEV.= 70'-0"FIRST FLOOR ELEV.= 80'- 10 1/4"SECOND FLOOR ELEV.=90'-9 1/8'THIRD FLOOR EPDM ROOFELEV.=106'-7 5/8'T.O. ROOF39'-1012"36'-458"WOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTE LP SMARTSIDE OR SIM.WOODTONERUSTIC SERIES SOFFIT SIDING,COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTE LP SMARTSIDE OR SIM.HARDIE ARCHITECTURAL PANELFINE SAND, PAINTED WHITEWOODTONE RUSTIC SERIES12" LAP SIDING, VERT., NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTE LP SMARTSIDE OR SIM.66.37
ELEV.= 69'-6"CONC PORCHHARDIEARCHITECTURALPANEL, FINESAND,PAINTEDBLACK FORUNIT 2 PANELSONLYSCALE: 1/4" = 1'-0"EAST ELEVATION122122122EPDM ROOF9'-118"10'-0"⅊ HT.8'-0"8'-0"10'-0"ELEV.= 70'-0"FIRST FLOOR ELEV.= 80'- 10 1/4"SECOND FLOOR ELEV.=90'-9 1/8'THIRD FLOOR ELEV.=106'-7 5/8'T.O. ROOF⅊ HT.SEE SECTIONS &NORTH ELEVATIONFOR PLATE HEIGHTS@ 3RD STORY36'-758"39'-1012"HARDIE ARCHITECTURALPANEL, FINE SAND,PAINTED WHITEWOODTONE 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.HARDIE ARCHITECTURALPANEL, FINE SAND,PAINTED BLACK FOR UNIT 2PANELS ONLYELEV.= 67'-2 3/8"MUDROOM FFSCALE: 1/4" = 1'-0"WEST ELEVATIONOPEN122122122SCUPPEREPDM ROOF12'-0"13'-0"7'-0"8'-0"⅊ HT.8'-0"8'-0"HD.HT.HD.HT.HD.HT.HD.HT.ELEV.= 70'-0"FIRST FLOOR ELEV.= 80'- 10 1/4"SECOND FLOOR ELEV.=90'-9 1/8'THIRD FLOOR 8'-118"⅊ HT.10'-0"9'-118"⅊ HT.⅊ HT.⅊ HT.12'-314"⅊ HT.13'-618"⅊ HT.8'-6"⅊ HT. UNDERROOF DECKHARDIE ARCHITECTURAL PANELFINE SAND, PAINTED WHITEWOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTELP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTE LP SMARTSIDE OR SIM.SCALE: 1/4" = 1'-0"NORTH ELEVATIONEPDM ROOF⅊ HT.13'-4"⅊ HT.10'-0"⅊ HT.9'-118"⅊ HT.8'-118"⅊ HT.12'-6"⅊ HT.8'-0"HD. HT.8'-0"HD. HT.7'-0"HD. HT.8'-0"HD. HT.8'-0"HD. HT.8'-0"HD. HT.12'-10"HD. HT.12'-8"7'-0"11'-6"HD. HT.⅊ HT.ELEV.= 70'-0"FIRST FLOOR ELEV.= 80'- 10 1/4"SECOND FLOOR ELEV.=90'-9 1/8'THIRD FLOOR ELEV.=106'-7 5/8'T.O. ROOF9'-118"10'-0"36'-758"39'-1012"HARDIE ARCHITECTURAL PANELFINE SAND, PAINTED WHITEWOODTONE RUSTIC SERIES5.25" LAP SIDING, HORIZONTAL,NO OVERLAP.COLOR: MOUNTAIN CEDAR.CAN SUBSTITUTE LP SMARTSIDE OR SIM.WOODTONE RUSTIC SERIES12" LAP SIDING, VERT.,NO OVERLAP.COLOR: MIDNIGHT TIDE.CAN SUBSTITUTE LP SMARTSIDE OR SIM.SHEET OFREVISIONSPROJECT NO.4DRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEXAPPROVED APRIL 4, 2023
10'-0"⅊ HT.8'-6"⅊ HT.OFFICEBATHHALL10'-0"9'-118"⅊ HT.OFFICEMUDROOMBATHBATHBEDROOMBEDROOMBATHROOF DECKSEE DETAIL ONSHEET 5 FOR DECKCONSTRUCTIONMASTERBEDROOMW.I.C.MASTERBEDROOMPRE ENGINEEREDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONA5⅊ HT.CONTINUOUS CONC.SPREAD FOOTING8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL4" Ø PERIMETERDRAINSLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDESR-60 BATTINSUL.R-60 BATTINSUL.CRAWL SPACECRAWL SPACEJOISTS PER PLAN34" SUBFLOORJOISTS PER PLAN34" SUBFLOORJOISTS PER PLAN34" SUBFLOORJOISTS PER PLAN34" SUBFLOORJOISTS PER PLAN34" SUBFLOORR-19 INSUL.R-19 INSUL.2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECK8" FASCIABEM PER ENG.BEM PER ENG.BEM PER ENG.4" DIAMETER PERFORATEDPIPE FOR PASSIVERADON SYSTEM2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.CONC. PAD FORFURNACECONC. PAD FORFURNACE8" FASCIASEE STRUCTURALFOR DETAIL12212212210'-0"8'-6"34" SUBFLOORHURRICANE CLIP @EACH TRUSS8" FASCIASLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDES⅊ HT.10"TYP.10"TYP.6'-8"CLEAR HT.6'-8"CLEAR HT.OFFICEBATHBATHENTRYCLO.LANDINGROOF DECKLAUNDRYCLOSETPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONC5BEAM PER PLAN34" SUBFLOORCRAWL SPACE39'-1012"CONTINUOUS CONC.SPREAD FOOTING8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL8'-118"⅊ HT.10'-0"9'-118"⅊ HT.⅊ HT.36" WALL⅊ HT. UNDERROOF DECK11'-212"12'-6"R-60 BATTINSUL.R-19 INSUL.4" Ø PERIMETERDRAINJOISTS PER PLANJOISTS PER PLAN12'-314"⅊ HT.13'-618"⅊ HT.STAIR OPN'GSTAIR OPN'GHANDRAIL @ONE SIDE MIN.,TYP.36"36"17 RISERS @ 7.66" +/-16 TREADS @ 10"13'-4"10'-1014"34" SUBFLOOR16 RISERS @ 7.46" +/-9'-1138"15 TREADS @ 10"12'-6"2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECKSOFFIT VENTPER CODESOFFIT VENTPER CODE4" DIAMETER PERFORATEDPIPE FOR PASSIVE RADON SYSTEM2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.12212212210'-0"9'-118"34" SUBFLOORHURRICANE CLIP @EACH TRUSS8" FASCIASLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDES⅊ HT.⅊ HT.BATHOFFICELIVING ROOMCLO.ROOF DECKBEDROOMPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONB5SHEET METAL DRAIN PANOVER PRESSURETREATED PLY FORGUTTER, DRAIN TO WEST2X6 RIPPED TO SLOPE TODRAIN PAN W/ MTL. CAP2X4 BOXBEDROOMBEDROOMBATH34" SUBFLOORKITCHENCONTINUOUSCONC. SPREADFOOTING8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL36"RAILING8'-6"⅊ HT. UNDERROOF DECKBEAM PER ENG.36" WALL W/ 2X6 WALLS8'-118"⅊ HT.JOISTSPER PLANJOISTSPER PLANJOISTSPER PLAN34" SUBFLOORR-60 BATTINSUL.3'-0"2'-0"R-19 INSUL.2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECKSOFFIT VENTPER CODESOFFIT VENTPER CODEBEAM PERENG.BEAM PERENG.2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.CONC. PAD FORFURNACESHEET OFREVISIONSPROJECT NO.5DRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEXAPPROVED APRIL 4, 2023
122122122SLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDESRESTROOMBEDROOMDININGPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONC6CRAWL SPACE9'-118"10'-0"13'-4"12'-1034"MASTER BEDROOMBEDROOMCLO.OFFICE⅊ HT.⅊ HT.⅊ HT.34" SUBFLOORJOISTS PER PLANJOISTS PER PLAN34" SUBFLOORJOISTS PER PLAN34" SUBFLOOR8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL4" Ø PERIMETERDRAINR-60 BATTINSUL.R-19 INSUL.JOISTS PER PLANNO TRUSS BEARING8" FASCIASOFFIT VENTPER CODE8" FASCIASOFFIT VENTPER CODEBEAM PERENG.CONTINUOUS CONC.SPREAD FOOTING4" DIAMETER PERFORATEDPIPE FOR PASSIVE RADON SYSTEM2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.CONC. PAD FORFURNACE122122122SLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDESBEDROOMDININGPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONB6CRAWL SPACE9'-118"10'-0"13'-4"MASTER BEDROOMBEDROOMLANDING⅊ HT.⅊ HT.⅊ HT.2'-958"34" SUBFLOOR34" SUBFLOORJOISTS PER PLANJOISTS PER PLANJOISTS PER PLAN34" SUBFLOORCONTINUOUS CONC.SPREAD FOOTING8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL4" Ø PERIMETERDRAINR-60 BATTINSUL.R-19 INSUL.8" CONC. WALL W/REINFORCING2' +/-4'-0"+/-ELEV.= 67'-2 3/8"FIRST FLOOR 4" CONC. SLAB ONSTRUCT. FILL8" FASCIASOFFIT VENTPER CODE8" FASCIASOFFIT VENTPER CODE9 1/2" #210 TJIFLOOR JOISTS @16" O.C.@ DECKSEE DETAIL ONSHEET 5 FOR DECKCONSTRUCTIONROOF DECKBEDROOMKITCHEN12'-234"2X4 CEILING8'-6"⅊ HT. UNDERROOF DECKJOISTS PER PLAN34" SUBFLOOR2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECKWET BARJOISTS PER PLANBATHROOMBEAM PER PLANBEAM PERENG.BEAM PERENG.2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.CONC. PAD FORFURNACE122122SLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDESSCALE: 1/4"=1'-0" SECTIOND6CRAWL SPACE9'-118"10'-0"13'-4"⅊ HT.⅊ HT.⅊ HT.34" SUBFLOORJOISTS PER PLAN34" SUBFLOOR8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL4" Ø PERIMETERDRAINBEAMPER ENG.OFFICEBEDROOMW.I.C.11'-3"⅊ HT.MASTERROOF DECKPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.R-60 BATTINSUL.R-19 INSUL.JOISTS PER PLAN12" EXP. JOINT34" SUBFLOORBEAM PER ENG.2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECK8" FASCIASOFFIT VENTPER CODECONTINUOUS CONC.SPREAD FOOTING4" DIAMETER PERFORATEDPIPE FOR PASSIVE RADON SYSTEM2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.12212212234" SUBFLOOR2x6 EXTERIORSTUDS, TYP.R-20 BATT+R5CONT. INSUL.SLOPE GRADEAWAY FROMSTRUCTURE @ALL SIDES6'-8"9 1/2" #210 TJIFLOOR JOISTS @16" O.C.@ DECKSEE DETAIL ONSHEET 5 FOR DECKCONSTRUCTIONWET BARROOF DECKKITCHENDININGPRE ENGINEEREDPARALLEL CHORDTRUSS @ 24" O.C.SCALE: 1/4"=1'-0" SECTIONA6CRAWL SPACE9'-118"10'-0"12'-6"6'-8"CLEAR HT.CLEAR HT.12'-234"⅊ HT.⅊ HT.⅊ HT.8'-6"⅊ HT. UNDERROOF DECK7'-1"8'-6"9'-4"11'-0"CONTINUOUS CONC.SPREAD FOOTING8" CONC. WALL W/REINFORCINGDAMPROOFINGBACKFILL4" Ø PERIMETERDRAINR-60 BATTINSUL.R-19 INSUL.JOISTS PER PLANJOISTS PER PLAN34" SUBFLOOR34" SUBFLOORSTAIR OPN'GSTAIR OPN'GSTAIR OPN'GSTAIR OPN'G10"TYP.4'-2"5 TREADS @ 10"17 RISERS @ 7.66" +/-3'-6"LANDING3'-6"LANDING10'-1014"16 RISERS @ 7.46" +/-9'-1138"36"7'-6"9 TREADS @ 10"5'-0"6 TREADS @ 10"5'-10"7 TREADS @ 10"2" RIGID FOAM &R-21 BATT INSUL.@ ROOF DECK8" FASCIASOFFIT VENTPER CODE8" FASCIASOFFIT VENTPER CODEBEAM PER PLANRESTROOMLNDRYBEAM PERENG.BEAM PERENG.4" DIAMETER PERFORATEDPIPE FOR PASSIVE RADON SYSTEMCONC. PAD FORFURNACESHEET OFREVISIONSPROJECT NO.6DRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADO CAJETAN STREETDUPLEXAPPROVED APRIL 4, 2023
DRIP EDGE FLASHING OVER PLY,UNDER ROOFING MEMBRANEGUTTER 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 6" CLOSED CELL SPRAY FOAM INSULATION1" BETWEEN WOOD STUDS.R-13 BATT INSULATIONSOLID BLOCKING & 2 LAYERS 58"TYPE 'X' GYP. DB. BTWN JOISTS1 LAYER 58" TYPE 'X'GYP. BD. EA. SIDER-13 BATTS1 LAYER 58" TYPE 'X'GYP. BD. EA. SIDE2X4 STUDS @ 16" O.C.STUFF MINERAL WOOL FIRE @ ALLPENETRATIONS INCLUDING ELECT. BOXESR-13 BATT INSULATION1 LAYER 5/8" TYPE 'X' GYP.BD.1" BETWEEN WOOD STUDS.ATTIC DRAFT STOP WITH38" OSB OR 12" GYP.BD.(SECTION R302.12)OPTION: WALLS EXTEND TOUNDERSIDE OF ROOF SHEATHINGSHEET OFREVISIONSPROJECT NO.7DRAWN7FAX: (970) 667-3940LOVELAND, CO2024 Blue Mesa Court80538(970) 667-3939556 CAJETAN STREETFORT COLLINS, COLORADOSCALE: 1"=1'-0" DECK DETAILA7SCALE: 1/2" = 1'-0" FIRE WALL SECTION B7 CAJETAN STREETDUPLEXAPPROVED APRIL 4, 2023