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HomeMy WebLinkAbout2874 Teller StreetReviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY DATE: 6/11/2021 Complies with R-2 COMMENTS: development standards Original approval by ZT - restamped on her behalf City of Wheat- 310 COMMUNm DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer MTheisen Date 06/13/2021 As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required-, contact Public Works Department at 303-235-2861. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. ' ' _ I 1 I I I W T 1 WO 1 ' 1 ccU J � 1 I 1 � 1 1 = W 1 J Z ' I W J � I ! F- 1 11* ' ' LJJ I 1 G~0 N I I ; I I 1 I I ' 1 J 1 - I I 1 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. .... r U) V >- 1 y I I 1 I U N 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 I I I I www.lurid-studio.rom info(la tucid-studio.com 1 I I I I I 1 I I I 1 I T 1 ITIELLER II SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: C COVER SHEET #: of W heat CD GO 0 J\s. 9p Cl) 0 W 00 WO ccU LLI = W IO J W ! F- Q 11* W LJJ = G~0 N .... r U) V >- 1 y I I 1 I U N 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. 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BOTTS MR HE PRIOR REFUSALFISH -- III _ ....�... _ ��.,,Rt� �y..,.. , ,am�Er. �.00� 210,0 , oE�,„, PON PIPE CONSTRUCTION VERIFY ALL NEW SOFFITS W1 AMFECT MR ISO MGM PUN OXN12020 Is GENERAL COLLECTOR SHALL PROVIOD EPSON GAS POSITION PER THE LOCAL JURIGOICTIONS REMBEEMENTS MR FROM GAS M PIN KNEW TANSY SUMEAS MUSEUM IN NEW CONSTRUCTION REFER TO 2010 UP M. PIPE 0 BOND EDGE PUN OXN12020 MUSEUM ENTB.RENITEEFxR.TBxEEFR,FBRR.BBxEB CONTROL HUGHES _ _FRILEWD o SOUR ROOF PUN o,,,T„o,o E 0321121 ISSUE EN,WTO„EF,RENBBH,LLHEB.ENEN,ES WITH, Hit POT,EFH,�xEmEAN.,LEx<FLEX ESHIFTxGMATEN.Tm.ENGE a ___ „„Pa„ THE HUNG FLUOR Ago WITH SEPARATE SECTIONS OF SHEEPISH HOPES AT EAU 12 INCHES CREEP GREG AREAS L IN= _ �_. w,. .�o =E.��r o�.., �:o : o„EF,:o [ FOR CONSTRUCTION I PENETRATING MY OUCTWORK LOCALTO IN CREEP GREG SHALL BE SEEKS OR SEEMS TO PREVENT AIR LEAKAGE CREEP W. 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END MEN PUN o„m,20:oT 711:,:, 2 FEWER #2 0713120 �3 RES G131121 SYSTEM AN ELECTRICAL CIRCUIT TERMINATTO IN AN APPROVED BOX SHALL HE POTATOES OURING CONSTRUCTION IN THE ATTIC OR We &MEN GAS UNE DURRAM OXN12020 2 07123120 OTHER ANDUCIPATTO LOCATION OF PAT PIPE FINS AN ELECTRICAL SUPPLY SHALL ALSO HE FEASIBLE IN ANDROPATTO &NO o LOCATIONS OF SYSTEM FAILURE ALARMS AIR OUCTS ANO PLENUMS SHALL NEU THE REMBEEMENTS OF SECTION RUN I R C a LINE 0 FIT RADOM MINTIOL OXN12020 1 07109120 THERMAL ENVELOPE AIR INFILTRATION REOGREMENTS SHALL COMPLY WITH ENERGY CONSERVATION PROVISIONS IN CHAPTER 11 STIL L� I R C MY RRECLOCHE SHALL HELP THE RECUREMENTS CONTAINER IN SECTION M02 I R C ELECTRICAL INSTALLATION SHALL CONFORM THE REONATEMENTS OF THE NATIONAL ECTRICAL POPE THE WHERE AUTHORITY T AMECHANICAL WORK SHALL PPLICABLE DOESBEemim axoKPROVOEO FOREST SEGMENT FOUNOTION TYPE ANO SHALL CHLORINATED SEPERATTELYOR COLANGELO TERMINATE NO LINE= Ox:,aTEN�BaENoaxa WITH PUBLIC OrimiEN6OREFOUTiox:, axomr„�� FATE I MEN 06/24/2020 TIM mr� TALL III 1111 ING WEST TITLE VAIRPOINT VGA LSHEET GENERAL NOTESVIA III OWNER` To vill •tough MITI ] W• took MIMING.L� L� LJ Ll LLJJ LLII 4 SHEET n. L1 OUES n00� ' 1 VERIFY ROOF FRAMING & LAYOUT PRIOR TO CONSTRUCTION. 2 PROVIDE RAKED WALLS @ ALL RAKED ROOF END FRAMING. 3 ALL STEEP -SLOPE ROOFS k2:12) TO BE ASPHALT SHINGLES ON (1) LAYER 30 LB. FELT UNDERLAYMENT w/ ICE & WATER SHIELD AT ALL HEADWALLS, SIDEWALLS, VALLEYS AND EAVES 36" MIN. TO INSIDE FACE OF WARM WALL. 4 ALL LOW -SLOPE ROOFS 12 : >2TO BE ADHERED 60 MIL 'GREY' TPO ON 1/2" 1 1 DENSDECK PRIME, MECHANICALLY -ATTACHED W/ APPROPRIATE FASTENERS & PLATES @ 18F, 24P, 32C, TYP. 5 ALL ACCESIBLE LOW -SLOPE ROOFS 12 : >2TO BE ADHERED 60 MIL 'GREY' TPO 1 1 ON 1/2" DENSDECK PRIME ADHERED W/ INSULATION ADHESIVE PER MGRS WRITTEN INSTRUCTION TYP. 6 ALL ACCESIBLE LOW -SLOPE ROOF AREAS TO BE PROTECTED W/ SACRIFICIAL TPO SLIP SHEET (TACK INTO PLACE USING TPO BONDING ADHESIVE AT UPHILL CORNERS ONLY) AND POLYPROPYLENE PAVER TILES (IKEA SPCL). 7 ALL LOW -SLOPE ROOFS TO HAVE 1/4" PER FOOT MIN. SLOPE (STRUCTURAL OR OVERFRAMED) 8 RUN TPO ROOFING MEMBRANE UP & OVER ALL PARAPET WALLS, U.N.O.; LAP FINISH MATERIALS 2" MIN. 9 PROVIDE 1/2" PER FT. SLOPE MIN. CONT. SLOPED SUPPORT ON ALL PARAPET WALLS - 1/2" MIN. EXT. GRADE PLYWOOD ON 1/2" PLYWOOD (SIM.) SHIM, SLOPE TO INTERIOR ROOF. 10 TPO IS NOT COMPATIBLE W/ ICE & WATER SHIELD. DO NOT USE TOGETHER! ** DO NOT APPLY ICE & WATER SHIELD ONTO TPO ROOFING MEMBRANE. ** USE TPO COMPATIBLE P&S FLASHING: 'SHARKSKIN ULTRA SA' (RE: PREMIUM PANELS, INC. ARVADA, CO 303.420.8538) 11 ALL PARAPET WALLS TO HAVE 24 GA. PRE -FINISHED COPING CAP FLASHING. 12 ALL FLASHING METAL TO BE 24 GA. PRE -FINISHED GALVANIZED STEEL, VERIFY COLOR SELECTION W/ ARCHITECT. 13 PROVIDE 24 GA. PRE -FINISHED CONTINUOUS 5" BOX GUTTER AND 24 GA. 4" ROUND, SMOOTH DOWNSPOUTS. 14 VERIFY ALL DOWNSPOUT LOCATIONS & CLEARANCES w/ ARCHITECT PRIOR TO CONSTRUCTION. 15 PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS. 16 PROVIDE A CONTROLLED METHOD OF WATER DISPOSAL FROM ROOFS THAT WILL COLLECT AND DISCHARGE ALL ROOF DRAINAGE TO THE GROUND SURFACE AT LEAST 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. 17 RE: ARCHITECTURAL SHEET(S) WALL/FLOOR/ROOF TYPES, SECTIONS & DETAILS FOR ROOF ASSEMBLIES AND FLASHING DETAILS 18 PROVIDE ATTIC VENTILATION AS REQUIRED PER SECTION R806 - IRC REFER TO ROOF PLAN FOR VENTILATION REQUIREMENTS. _ 00000 = OOOOO 0000 1 ONE LAYER OF #15 ASPHALT FELT OR EQUAL (SPUN POLYOLEFIN HOUSE WRAP) FREE FROM HOLES AND BREAKS SHALL BE APPLIED OVER STRUCTURAL SHEATHING AND STUDS OF ALL EXTERIOR WALLS. ROLLED SHEETING SHALL BE APPLIED HORIZONTALLY, STARTING AT THE BOTTOM LAPPING SILL PLATE 1" MIN., W/ SUCCESSIVE UPPER LAYERS LAPPING OVER LOWER ONES, COURSES SHALL OVERLAP NOT LESS THAN 6 INCHES. 2 THE REQUIRED SEPARATION BETWEEN THE GARAGE AND ANY ADJACENT LIVING SPACE REQUIRES A SINGLE LAYER OF 1/z" GYP BOARD ON THE COMMON WALLS s AND CEILINGS. A SINGLE LAYER OF / TYPE 'X' GYP BOARD IS REQUIRED ON e THE CEILING, WITH A SINGLE LAYER OF 1/z" GYP BOARD ON ANY SYSTEM SUPPORTING THE FLOOR/CEILING ABOVE WHERE THERE IS HABITABLE SPACE. 3 BUILDER TO VERIFY FINISH FLOOR ELEVATION @ EACH LEVEL, STAIR LANDING, STAIR TREADS, AND SHALL ACCOUNT FOR ANY DESCREPANCIES IN FINISH MATERIALS PRIOR TO STAIR CONSTRUCTION TO ENSURE ALL RISERS ARE EQUAL, AND THAT THE MEANS OF EGRESS MEETS R311 4 HARDWOOD FLOOR THROUGHOUT ENTIRE MAIN LEVEL PER OWNER SELECTION, UNLESS NOTED OTHERWISE (U.N.O.) 5 LANDINGS OR A FLOOR SHALL BE PROVIDED ON EACH SIDE OF EACH EXTERIOR DOORS PER R311 IRC. 6 GUARDS AT THE STAIR OPENINGS, LANDINGS AND OTHER OPEN CHANGES IN ELEVATION GREATER THAN 30" WITHIN 36" MUST BE PROVIDED TO A MINIMUM HEIGHT OF 36". BALUSTERS OR OPENINGS MUST BE SPACED TO PREVENT PASSAGE OF A 4" SPHERE. AT THE OPEN SIDE OF STAIRS, THE HEIGHT MAY RANGE FROM 34" TO 38" AND THE OPENINGS PROVIDED MUST BE SPACED TO PREVENT PASSAGE OF A 4%" SPHERE. 7 RAILING DIMENSIONS ARE FROM T.O. FINISH FLOOR TO T.O. FINISH RAILING 8 STAIR HANDRAILS MUST BE GRASPABLE WITH EITHER A TYPE I CIRCULAR CROSS SECTION (11/4" TO 2" DIAMETER WITH A 4" TO 61/4" PERIMETER) OR TYPE II WITH A PERIMETER OVER 61/4" WITH A FINGER RECESS OF AT LEAST 5/16" ON BOTH SIDES OF THE PROFILE, AND HANDRAILS ARE ALSO REQUIRED ON AT LEAST ONE SIDE OF A FLIGHT OF STAIRS WITH 4 OR MORE RISERS PER SECTION R311.7.7.3. 9 ALL HABITABLE ROOMS, HALLWAYS, BATH/TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS MUST HAVE A MINIMUM CEILING HEIGHT OF 7'-0". A MINIMUM FINISHED CEILING HEIGHT OF 6'-8" IS PERMITTED AT THE SPACE IN FRONT OF BATH FIXTURES AND A 30"x30" AREA UNDER A SHOWER HEAD. A 6'-8" HEIGHT (6'-4" UNDER BEAMS, GIRDERS AND DUCTS) IS ALSO PERMITTED IN THOSE PORTIONS OF BASEMENTS NOT CONTAINING HABITABLE SPACES, BATH OR TOILET ROOMS, LAUNDRY ROOMS, OR HALLWAYS. 10 VERIFY ALL BUILT-INS DESIGN, MATERIALS, & LAYOUT w/ ARCHITECT PRIOR TO CONSTRUCTION. 11 VERIFY KITCHEN & BATHROOM DESIGN, MATERIALS, AND LAYOUT w/ ARCHITECT PRIOR TO CONSTRUCTION. 12 VERIFY CLOSET SHELF DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. 13 ALL VANITY CABINETS ARE 21" DEEP (U.N.O.) - VERIFY FINISH MATERIALS w/ ARCHITECT PRIOR TO CONSTRUCTION. 14 INSTALL SHOWER PAN PER MFR'S. WRITTEN INSTRUCTION. PROVIDE INSULATION AT EXTERIOR WALL PRIOR TO SETTING SHOWER PAN. 15 FIBER -CEMENT, FIBER MAT, REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS TO BE USED BEHIND ALL WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREA AT BATH. SAFETY GLASS REQUIRED IN SURROUNDING TUB/SHOWER AREAS. 16 ALL TILE WORK TO CONFORM W/ CURRENT TCA INSTALLATION SPECIFICATIONS & GUIDELINES. MASTIC SHALL NOT BE APPROVED FOR ANY TILE OR STONE INSTALLATIONS. 17 VERIFY FIREPLACE DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. INSTALL FIREPLACE PER MFR'S. WRITTEN INSTRUCTION; VERIFY FRAMING & VENTING CLEARANCES PRIOR TO CONSTRUCTION. 18 VERIFY VAULTED CEILINGS & LIGHT COVE DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. 19 VERIFY ALL HVAC TRUNK LINE & REO'D. DROP SOFFIT w/ ARCHITECT PRIOR TO CONSTRUCTION. 20 VERIFY R.O. & FURNACE REQUIREMENTS w/ ARCHITECT. PROVIDE VENTED ACCESS DOOR (30" x 24" MIN.) 21 OUTSIDE AIR (COMBUSTION AIR) TO BE THERMALLY SEPARATED FROM CONDITIONED SPACES BY THE THERMAL ENVELOPE. THE OUTSIDE COMBUSTION AIR REQUIRED FOR THE FURNACE AND WATER HEATER REQUIRE INSULATING THE THERMAL ENVELOPE SURROUNDING THEM, SUCH AS WITH A MECHANICAL EQUIPMENT ENCLOSURE. A SOLID, WEATHER-STRIPPED DOOR IS REQUIRED. 22 KITCHEN EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM 23 IF THE KITCHEN INCLUDES A DISHWASHER, THEN A WASTE LINE FROM A DOMESTIC DISHWASHER MUST DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE, A WASTE RECEPTOR, A WYE -BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK DRAIN OR THE DISHWASHER CONNECTION OF A FOOD WASTE GRINDER PER P2717.2 AS AMENDED. 24 PROVIDE RECESSED DRYER VENT BOX @ LAUNDRY AREAS. CLOTHES DRYERS TO BE PROVIDED W/ A MOISTURE EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR, AND MUST TERMINATE IN BACK -DRAFT DAMPER AT LEAST 3' FROM ANY OPENING INTO THE BUILDING. THE SIZE AND MAXIMUM LENGTH RUN OF THE DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER. 25 FIRE BLOCKING WITH APPROVED MATERIALS MUST BE PROVIDED IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 101 , SOFFITS, DROP & COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. 26 CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY WITH USABLE SPACE BOTH ABOVE AND BELOW THE CAVITY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. 27 THE DOOR BETWEEN THE GARAGE AND LIVING SPACE MUST BE SELF-CLOSING, SELF -LATCHING AND EITHER 20 -MINUTE RATED, 1%" SOLID CORE WOOD, OR 1%" SOLID OR HONEYCOMB STEEL. 28 AN EXTERIOR LANDING IS REQUIRED IF MORE THAN TWO RISERS (MAXIMUM 7'/4") ARE PROVIDED AT THE DOOR. THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER (MAXIMUM 7s/4" FROM THE TOP OF THE THRESHOLD) TO A SURFACE QUALIFYING AS A LANDING. 29 FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE -RESISTANCE RATED AND SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER LJ UOUES = LJVLJ EC LJ ❑ 1 LOW ENERGY CONSUMPTION BUILDING DESIGN EQUIPMENT LOCATIONS, AND LOCAL BUILDING CODE REQUIREMENTS MAY HINDER CUSTOMER COMFORT PREFERENCES. CONTINUOUS BLOWER OPERATION MAY BE REQUIRED TO EQUALIZE TEMPERATURE DIFFERENCES. CALCULATIONS INDICATE THAT THE PROVIDED RETURN AIR VENTS ARE SUFFICIENT; HOWEVER PROVIDE ADDITIONAL RETURN AIR AS DICTATED BY PERFORMANCE REQUIREMENTS. 2 ALL CLOSED ROOMS WITH NO RETURN TO HAVE TRANSFER GRILLE OR JUMPER DUCT. 3 ACTUAL THERMOSTAT LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR. 4 ALL DUCT IN UNCONDITIONED SPACE INSULATED WITH R8. 5 BAROMETRIC RELIEF DAMPER MAY BE NECESSARY. 6 PER IECC, SECTION R303.3 MAINTENANCE INFORMATION. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTATIVE MAINTENANCE. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. PLEASE NOTE THIS IN THE PLAN SET AND WHERE IT IS TO BE LOCATED. 7 PER IECC, R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 8 PER R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. 9 PER R403.5 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. 00000 = 00000 1 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS (EXCEPT BATHROOMS, KITCHENS & GARAGES) MUST BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. [ARTICLES 210.12(A) AND 210.12(B), NEC AS AMENDED] 2 ALL AREAS SPECIFIED IN ARTICLE 210.52 ARE REQUIRED TO HAVE ALL 125 -VOLT, 15- AND 20 -AMP RECEPTACLES BE LISTED, TAMPER RESISTANT RECEPTACLES. [ARTICLE 406.12, NEC] 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 -AMPS MUST BE PROVIDED TO SERVE ALL GENERAL WALL RECEPTACLES, COUNTERTOPS IN KITCHENS AND DINING ROOMS AND THE LAUNDRY AREA. A MAXIMUM OF 4 RECEPTACLES MAY BE SERVED BY EACH CIRCUIT. A DEDICATED CIRCUIT IS ALSO REQUIRED FOR THE LAUNDRY AREA AND BATHROOMS. [ARTICLES 210.52(D) AND 210.11(C), NEC AS AMENDED] 4 GFCI PROTECTION IS REQUIRED FOR ALL EXTERIOR ELECTRICAL RECEPTACLES AND GARAGE RECEPTACLES SERVING GARAGE DOOR OPENERS.I WILL REDLINE THE REQUIREMENT ON THE PLANS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC] 5 A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS (COMPACT FLUORESCENT, T-8 OR SMALLER LINEAR FLUORESCENT, OR LAMPS WITH A MINIMUM EFFICACY OF: 60 LUMENS/WATT FOR LAMPS OVER 40 WATTS, 50 LUMENS/WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 40 LUMENS/WATT FOR LAMPS 15 WATTS OR LESS) FOR ENERGY CONSERVATION. [SECTION 404.1, IECC] 6 RECESSED FIXTURES INSTALLED IN AN INSULATED CAVITY OF THE THERMAL ENVELOPE MUST BE IC -RATED AND SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE. WHERE THE INSULATED CAVITY IS NOT PART OF THE THERMAL ENVELOPE, LEAKAGE PROTECTION IS NOT REQUIRED. [SECTION 402.4.5, IECC] 7 ELECTRICAL SERVICE RESERVED SPACE: THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A REVERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE END OF THE PANEL THAT IS OPPOSITE FROM THE PANEL SUPPLY CONDUCTOR CONNECTION. 8 ELECTRICAL SERVICE RESERVED SPACE: THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE ELECTRICAL VEHICLE CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 9 A PERMANENT CERTIFICATE, INDICATING THE SOLAR READY ZONE AND OTHER REQUIREMENTS OF IECC RA103 AND R404.2 (IRC N1104.2) SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR LICENSED DESIGN PROFESSIONAL. OOo000 = 0000000 1 RE: STRUCTURAL DRAWINGS FOR FRAMING LAYOUT 2 DESIGN FOR WIND SPEED 130 MPH WIND Vult EXPOSURE C, WIND LOAD: 20 PSF (CITY), 25 PSF (RURAL) LOCATIONS 3 DESIGN FLOOR FOR 40 PSF LIVE LOAD & 20 PSF DEAD LOAD. 4 DESIGN ROOF FOR 30 PSF LIVE/SNOW LOAD & 20 PSF DEAD LOAD (W/ INCREASES AS REQUIRED FOR DRIFTING 30 PSF MIN.) 5 STRUCTURAL STEEL: DESIGN PER AISC 14TH EDITION, A-997 GRADE 50, TS COLUMNS ASTM A500 GRADE B (AISC 14TH EDITION) 6 ALL STEEL BEAMS TO HAVE TOP PLATES TO ATTACH TO DIAPHRAGM. TOP PLATE ATTACHED WITH .0145 POWER ACTIVATED FASTENERS @ 2' O.C. 7 ALL BEAM POCKETS TO BE WIDTH OF BEAM . 2", DEPTH OF BEAM, MIN 4" BEARING & GROUTED SOLID AFTER BEAM PLACEMENT. 8 ALL FLUSH BEAMS SHALL BE PLACED ON STEEL BEARING PLATES, ADJUST TO FLUSH HEIGHT W/ STEEL SHIMS OR STEEL TUBE BLOCKING, AS REQUIRED. 9 STRUCTURAL WOOD: DESIGN PER AITC, ALL DIMENSIONAL LUMBER TO BE DOUGLAS FIR #2, U.N.O. Fb = 875 PSI, E=1,600,000 PSI 10 PROVIDE TEMPORARY BRACING TO WALLS AND ROOF AS REWD DURING CONSTRUCTION. 11 ALL WOOD INDIRECT CONTACT WITH EARTH TO BE ACO PRESSURE TREATED. 12 BLOCK SOLID UNDER POSTS TO STRUCTURE BELOW, PROVIDE CONTINUOUS SUPPORT TO TO FOUNDATION. PROVIDE SQUASH BLOCKS BETWEEN JOISTS BELOW POSTS AND BEARING WALLS. 13 FLOOR JOIST SUPPLIER TO PROVIDE SHOP & LAYOUT DWGS, AND INDICATE HANGER TYPES & LOCATIONS, FOR REVIEW BY ARCHITECT PRIOR TO FABRICATION. 14 FLOOR JOIST SUPPLIER TO VERIFY DIMENSIONS AND COORDINATE JOIST LAYOUT PLAN AND APPROPRIATE DETAILS. THIS OFFICE, THE GENERAL CONTRACTOR, THE SUBCONTRACTOR, AND THE STRUCTURAL ENGINEER'S OFFICE SHALL REVIEW ALL DRAWINGS PRIOR TO CONSTRUCTION. 15 EXTERIOR DIMENSIONS SHALL BE FROM THE OUTSIDE FACE OF STUDS OR OUTSIDE FACE OF FOUNDATION WALLS. (RE: PLANS) 16 ALL DIMENSIONS ARE TO FACE OF FRAMING, UNLESS NOTED OTHERWISE 17 ALL BASEMENT WALLS TO HAVE FLOATING BOTTOM PLATES, 3" MIN. TYP. 18 INTERIOR PARTITIONS: 2x4 AT 16" O.C. FOR ALL WALLS WITH (1) LAYER OF GYPSUM BOARD ON EACH SIDE UNLESS OTHERWISE NOTED. 19 ALL STUD WALLS ARE DIMENSIONED 3 5/8" OR 5 1/2" WIDE, FACE OF STUD TO FACE OF STUD, UNLESS OTHERWISE NOTED. 20 ALL CONT RIMS ARE TIMBERSTRAND OR EQUAL. 21 FRAMER TO LAYOUT WINDOWS IN ROUGH OPENING TEMPORARILY FOR OWNER APPROVAL PRIOR TO SETTING WINDOW - VERIFY SWING AND SLIDE OF ALL INT./EXT. DOORS AND WINDOWS PRIOR TO CONSTRUCTION 22 ALL WINDOWS AND EXTERIOR DOOR HEADERS ARE (2) 200 MINIMUM UNLESS OTHERWISE NOTED (U.O.N.). SEE STRUCTURAL PLANS FOR DETAILS. 23 ROOF TRUSS MANUFACTURER TO VERIFY DIMENSIONS AND COORDINATE TRUSS HANGERS, DETAILS, PROFILES, AND LAYOUTS. THIS OFFICE, THE GENERAL CONTRACTOR, THE SUBCONTRACTOR, AND THE STRUCTURAL ENGINEER'S OFFICE SHALL REVIEW ALL ENGINEERED TRUSS SHOP DRAWINGS PRIOR TO FINAL TRUSS FABRICATION. 24 TRUSS MFR TO VERIFY ROOF PITCH @ VARIOUS ROOF PARTS AND ACCOMMODATE FOR ROOFING MATERIAL 25 TRUSS MFR TO PROVIDE SHOP & LAYOUT DWGS, AND INDICATE HANGER LOCATION & TYPES FOR REVIEW BY ARCHITECT, PRIOR TO FABRICATION. 26 THE SHEATHED ROOF STRUCTURE ACTS AS A DIAPHRAGM. THE LATERAL LOADING OF THE ROOF TRANSFERS EVENLY THROUGH THE ROOF DIAPHRAGM, THROUGH ALL STRUCTURAL WALLS, DIRECTLY TO THE FOUNDATION & FOOTINGS. FLOOR LOADS TRANSFER DIRECTLY THROUGH STRUCTURAL WALLS OR BEAMS TO FOOTINGS. RE: STRUCTURAL DWGS FOR SHEAR NAILING SCHEDULE, HANGER SCHEDULE & TYPICAL FOOTING & WALL NOTES. 27 RE: ELEVATION AND SECTION DRAWINGS FOR ALL PARAPET HEIGHTS 28 ONE LAYER OF #15 ASPHALT FELT OR EQUAL (SPUN POLYOLEFIN HOUSE WRAP) FREE FROM HOLES AND BREAKS SHALL BE APPLIED OVER STRUCTURAL SHEATHING AND STUDS OF ALL EXTERIOR WALLS. ROLLED SHEETING SHALL BE APPLIED HORIZONTALLY, STARTING AT THE BOTTOM LAPPING SILL PLATE 1" MIN., W/ SUCCESSIVE UPPER LAYERS LAPPING OVER LOWER ONES, COURSES SHALL OVERLAP NOT LESS THAN 6 INCHES. 29 FIRE BLOCKING WITH APPROVED MATERIALS MUST BE PROVIDED IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 10', SOFFITS, DROP & COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. 30 SOILS REPORT SECTION 5.1.3.1 RECOMMENDS A 3" FLOAT ON THE BASEMENT WALLS OVER THE BASEMENT CONCRETE SLAB. RE: WALL TYPE 01/A0.1. IELLER 00000 = FOR THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. 0 THE INTERIOR AREA OF THE GARAGE SHOULD BE OVER -EXCAVATED TO A MINIMUM DEPTH OF 12 INCHES BENEATH THE LOWEST BEARING ELEVATION OF THE SLAB AND REPLACED WITH AN IMPORTED STRUCTURAL FILL OR (� NON -EXPANSIVE PREDOMINANTLY GRANULAR MATERIAL. M 1 PERFORM ALL FOUNDATION AND SITE WORK IN ACCORDANCE WITH O RECOMMENDATIONS ESTABLISHED WITHIN THE ENGINEER'S FINAL SOILS REPORT ` O AND CRITERIA AS COORDINATED BY THE STRUCTURAL ENGINEER. THE W 00 STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. O 2 CONTRACTOR SHALL EMPLOY A REGISTERED SOILS ENGINEER TO PERFORM MWM NECESSARY TESTING AND INSPECTIONS FOR QUALITY CONTROL AND TO ENSURE THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH. TEST W REPORTS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT AND ENGINEER M Li �R a FROM THE SOILS ENGINEER, WITH COPY TO THE CONTRACTOR. INCLUDE THE r FOLLOWING INFORMATION IN THE REPORTS: 1.) TEST REPORT ON BURROW = W 0 MATERIALS, 2.) VERIFICATION OF EACH FOOTING SUB -GRADE, 3.) FIELD DENSITY' J M REPORTS, AND 4.) ONE (1) OPTIMUM MOISTURE -MAXIMUM DENSITY CURVE TEST Li FOR EACH TYPE OF SOIL ENCOUNTERED. CD W 3 VERIFY EXCAVATED EXISTING SOILS CONDITIONS W/ SOILS ENGINEER PRIOR TO Q FORMING FOOTINGS, ALL FOOTINGS TO BE 36" MIN. BELOW FINAL GRADE, RE: W SOILS REPORTr*.-= W 4 FOOTING DESIGNED FOR MAX. ALLOWABLE BEARING PRESSURE: 2,500 PSF FOR 00 SHALLOW FOOTINGS (s36"), 3,500 PSF FOR DEEPER FOOTINGS (BSMT). cm FOUNDATION EXCAVATION MUST BE OBSERVED BY GEOTECHNICAL ENGINEER. IF SOIL, BEDROCK OR GROUND WATER CONDITIONS ENCOUNTERED DIFFER FROM SOILS REPORT, SUPPLEMENTAL RECOMMENDATIONS MAY BE REQUIRED. RE: SOILS REPORT FOR ADDITIONAL INFORMATION. 5 CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, CRIBBING, SHEET PILING, ETC. AS REWD TO SAFELY RETAIN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION 6 SLOPE ALL EXTERIOR FINISHED GRADES AWAY FROM THE BUILDING PER SOILS REPORT. ENSURE NO PONDING OF WATER OCCURS AROUND BUILDING 0 7 CONCRETE: DESIGN PER ACI 301-99 & 318-11, FOR FOOTINGS AND HEATED ■ —� p SLABS -ON -GRADE, THE CONCRETE SHOULD HAVE A MINIMUM TWENTY-EIGHT (28) v v DAY COMPRESSION STRENGTH OF 3,000 PSI; FOR FOUNDATION WALLS AND UNHEATED SLABS -ON -GRADE THE CONCRETE SHOULD HAVE A MINIMUM V N TWENTY-EIGHT 1281 DAY COMPRESSION STRENGTH OF 4,500 PSI; � USE TYPE -II CEMENT. v 8 MILD STEEL REINFORCING A-615 GRADE 60 (6 9 FOUNDATION WALLS TO BE WATERPROOFED IN ACCORDANCE WITH SECTION v R406.1 - IRC v cu 10 FIRST SUBFLOOR TO BE IN PLACE OR FOUNDATION WALLS ADEQUATELY BRACED BEFORE BACKFILL. 11 ALL WOOD INDIRECT CONTACT WITH EARTH TO BE MCA PRESSURE TREATED. 12 BLOCK SOLID UNDER POSTS TO STRUCTURE BELOW, PROVIDE CONTINUOUS 3190 W. 38th Ave. SUPPORT TO TO FOUNDATION. PROVIDE SQUASH BLOCKS BETWEEN JOISTS BELOW POSTS AND BEARING WALLS. Wheat Ridge, CO. 80033 13 ABANDONED FOOTINGS, NEW OR EXISTING UTILITIES, ETC., THAT INTERFERE WITH ph. (303) 901-5143 NEW CONSTRUCTION SHALL BE REROUTED OR REMOVED AS COORDINATED WITH WWW.lucid-studio.com THE ARCHITECT AND AS DIRECTED BY THE SOILS ENGINEER iDfo@Qlucid-studio.Com 14 FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, EXISTING FOUNDATIONS, ETC., OR AY UNUSUAL SOILS CONDITIONS ENCOUNTERED DURING SITE CLEARING OR EXCATION SHALL BE BROUGH TO THE ATTENTION OF THE SOILS ENGINEER IMMEDIATELY 15 INSTALL (1) LAYER 6 MIL. VAPOR BARRIER ON GRADE BELOW SLAB w/ JOINTS OVERLAP 6" MIN. AND SEALED OR TAPED, AND SECURED UP WALL 6" MIN. SEAL: 16 SOILS REPORT RECOMMENDS A MAXIMUM SLAB AREA OF 81 SQUARE FEET (9' X 91 WITHOUT A CRACK CONTROL JOINT(S). REFER TO SOILS REPORT. 17 SOILS REPORT RECOMMENDS 1/2" CLEARANCES FOR ALL PLUMBING INTERFACES TO ALL CONCRETE SLABS AND WALLS. 18 REFER TO SOILS REPORT. of W heat R/CD I / 0 9p DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CPROJECT NOTES SHEET #: G2 0 - DEDICATION AND OWN'ER'S CERTIFICATE: I, LOH] CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY, BEING THE OWNER OF REAL PROPERTY CONTAINING 61,437 SQUARE FEET OR 1.4104 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: A PART OF THE NORTHWEST QUARTER OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION AS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON[ COUNTY, STATE OF COLORADO, AT RECEPTION NO. 2016059247 AND AT RECEPTION NO. 87076275, ALSO BEING IN PART OF THE SOUTHEAST ONE-QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE S42'44'39"E A DISTANCE OF 1992.23 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE EAST RIGHT-OF-WAY LINE OF TELLER STREET, ALSO BEING ON THE WEST LINE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION; THENCE N89'53'18"E, A DISTANCE OF 317.10 FEET; THENCE S00°23'55"E, A DISTANCE OF 192.61 FEET, THENCE S89°28'50"W, A DISTANCE OF 317.11 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF TELLER STREET, ALSO BEING ON THE WEST LINE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION, THENCE NOO'23'43"W ALONG SAID RIGHT-OF-WAYI L NE AND WEST LINE OFT SAID LO 1 BLOCK 4, A DISTANCE OF 194.87 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 61,437 SQUARE FEET OR 1.4104 ACRES, MORE OR LESS. HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF TELLER SUBDIVISION FILING NO. 1, A RESUBDIVISION OF A PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTII [TIES AND SERVICES THOSE PORTIONS O REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO. OWNER: LORI CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY 4�NAIG;CR: CHRIS PHER B. REILLY STATE OF COLORADO SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _t' -DAY OF,__r*_kbA_tr_-, 2011- BY CHRISTOPHER B. REILLY, MANAGER, LOH"I CUSTOMS LLC, A COLORADO LIMITED LIABILITY COMPANY. WITNESS MY HAND AND OFFICIAL SEAL, MY COMMISSION EXPIRES:aj16�-j{} 21 NOTARY PUBLIC Oki Iwl r ADDRESS, f, r SURVEYOR'S CERTIFICATE: I, MICHAEL S. CHESSNOE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF TELLER SUBDIVISION FLING NO. 1 WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH APPLICABLE COLORADO STATUTES, I CURRENT REVISED EDITION AS ;, E ACCOMPANYING PLAT ACCURATELY REPRESENTS;g� MICHAEL S. CHESSNOE, & L. (SURVEYOR'S SEAL) -3r,'•Qa 9 _I C�� ACCESS DRIVE AND UTILITY EASEMENNI THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS 'ACCESS DRIVE AND UTILITY EASEMENT', AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM ABUTTING PUBLIC STREETS, ACCES UTILITY AND DRAINAGE EASEMENT: ACCESS, UTILITY AND DRAINAGE EASEMENT IS HEREBY GRANTED BY THIS PLAT AT THE LOCATION SHOWN HEREIN FOR FREE MOVEMENT FOR CONSTRUCTION AND MAINTENANCE OF 'UTILITIES AND DRAINAGE FACILITIES IN THE AREA SHOWN AS TRACT "A". STANDARD EASEMENTS: UTILITY AND DRAINAGE EASEMENTS ARE HEREBY GRANTED ON PRIVATE PROPERTY ADJACENT T4 ALL REAR AND SIDE LOT LINES OF EACH LOT IN THE SUBDIVISION OR PLAITED AREA, THESE EASEMENTS ARE DEDICATED OR ILLUSTRATED UPON THIS PLAT FOR THE INSTALLATION, MAINTENANCE, AND REPLACEMENT OF ELECTRIC, GAS, TELEVISION CABLE, DRAINAGE AND TELECOMMUNICATIONS FACILITIES. UTILITIES SHALL ALSO BE PERMITTED WITHIN ANY ACCESS EASEMENTS AND PRIVATE STREETS IN THE SUBDIVISION. PERMANENT STRUCTURES AND WATER METERS SHALL NOT BE PERMITTED WITHIN SAID UTILITY EASEMENTS. TRACT "A": THE STORMATER QUALITY AREA HEREIN SHOWN AS TRACT "A", IS A NON—BUILDABLE TRACT THAT SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER, AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE WILL BE CONSTRUCTED IN THE STORMWATER QUALITY AREA AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC OR WATER QUALITY CHARACTERISTICS OF THE STORMWATER QUALITY AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. TELLER SUBDIVISION FILING N0. 1 A RESUBDIVISION OFA PART OF SOT LOCATED IN THE SOUTHEAST QUARTER 1 , BLOCK OF SECTION 4, BARTH'S SUBDIVISION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN C1 -1-Y OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET i OF 2 VICINITY MAP SCALE 1"=500' POINT OF COMM(NCEMENT 16709. WEST 32ND AVENUE 16809 CENTER 1/4 CORNER OF SECTION 26, 1,044 0,0240 LOT 1 orCn 0.2245 LOT 2 9,751 FOUND 3 1/4" DIAMETVR BRASS LOT 3 10,053 W I— CAP STAMPED "LS 13212" IN RANGE BOX �\ 0.2381 LOT 5 CITY OF WHEAT RIDGE DATUM 0.2388 LOT,6 9,746 CITY OF WHEAT RIDGE jD'# 16709 NE PARCEL AREA m I— W W 1.4037 N=703168.57 E_ 118458,25 292 WEST 32TH AVENUE 26,37.74' REG, N89'44'51"E REG. GROSS PARCEL ARE W. 3 TH AVE. li 1.4104 0 I--� t77 7 G� 5 I-- U w > z n W d : ~ WEST 29TH AVENUE i cn � m PHAC I T CL U wLj I- W v 0 -0Wm W. 28TH AVE � {/) L J Imo- d r")>- � _ Q Iy c(v o u ^� W Q LL! ti) Z 1 U7 ui SITE .Lu _ i 3 Q> W. 27TH AVE. c_ i70 TRUE POINT 16781 WEST 26TH AVE UE 16881 VICINITY MAP SCALE 1"=500' POINT OF COMM(NCEMENT A EL AREA SG7• FT. AREA ACRES CENTER 1/4 CORNER OF SECTION 26, 1,044 0,0240 LOT 1 T3S, R69W. 67H P.M. 0.2245 LOT 2 9,751 FOUND 3 1/4" DIAMETVR BRASS LOT 3 10,053 0.2308 CAP STAMPED "LS 13212" IN RANGE BOX �\ 0.2381 LOT 5 CITY OF WHEAT RIDGE DATUM 0.2388 LOT,6 9,746 CITY OF WHEAT RIDGE jD'# 16709 NE PARCEL AREA 61,145 1.4037 N=703168.57 E_ 118458,25 292 WEST 32TH AVENUE 26,37.74' REG, N89'44'51"E REG. GROSS PARCEL ARE — — BASIS OF BEARINGS SOUTH LINE, NE 1/4 OF SA=G, 26 1.4104 0 7 > O I c m fl T CL U wLj s� �U�� 0 d uj CITY LIPAiTSI c(v o u ^� Z 7 ui W. 29TH AVE. U Q> i70 TRUE POINT OF BEGINNING pr E SITE 4 _j o I° > T o I� SOUTHEAST 1/4 SOUTH 1/4 CORNER OF SE( -'TION 26, , SECTION 26 T3S, R69W, 6TH P.M.DIAMETER c 'c 13S, R69W 2" 'ALUMINUM :D CAP STAMPED "LS 13212" IN I RANGE BOX LOCATION CALCULATED PER � CITY OF WHEAT RIDGE DATUM I CITY OF WHEAT RIDGE ID# 16781 I N=700524.46 E_918473.27 W City of Wheat Ridge 2638.21' REC. N89''39'05"E REC, WEST 26TH AVENUE — City of Lakewood SOUTH LINE, SE 1/4 OF SEC. 26 — BASIS OF BEARI_NQS/S L TION TIE DETAIL SCALE 1"=500' EAST 1/4 CORNER OF SECTION 26, T3S, R69W, 6TH P.M. 3 1/4" DIAMETER BRASS CAP STAMPED "LS 32429" IN RANGE BOX (r CITY OF WHEAT RIDGE ID# 16809 i�LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM N-703180.19 E=121095.96 ,u LjI f� W U a_ cv I CJ W Li r -i a W SIN � Q� (0 z Z D H C Q w I SOUTHEAST CORNER OF SECTION 26, i T3S, R69W, 6TH P.M. 3 11/4" DIAMETER BRASS A " - I CAP STAMPED u5 2304- '' IN RANGE BOX LOCATION CALCULATED PER CITY OF WHEAT RIDGE DATUM I CITY OF WHEAT RIDGE ID# 16881 N=700540.51 E=121111.43 I 7- 2GENERAL NOTES- BASIS THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, SAID LINE ASSUMED TO BEAR N89'44'51 "E BETWEEN TWO MONUMENTS 2637.74 FEET APART; ONE MONUMENT BEING THE CENTER Y4 OF SAID SECTION 26, A 3 1/4" DIAMETER BRASS CAP STAMPED LS 13212 IN RANGE BOX, CITY OF WHEAT RIDGE I'D NO. 16709, CITY DATUM COORDINATES N=703168.57, E=118458.25, LAT.=39"45'40"N LONG. =105°0'4'50"W; AND THE OTHER BEING THE EAST 1/4 CORNER OF SAID SECTION 26, A 3 1/4" DIAMETER BRASS CAP STAMPED LS 32429 IN RANGE BOX, CITY OF WHEAT RIDGE ID NO. 16809, CITY DATUM COORDINATES N=703180.19, E=121095.96, LAT.=39'45'40"N LONG. =1 05°04' 20" W. 2. PER C.R.S. 38-52-106(L), ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 3. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HAR`N STATE PLANE COLORADO CENTRAL FIPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998). 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 5. MONUMENT DEFACING STATEMENT: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND 'BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 6. CERTIFICATION AND USE OF THE WORD CERTIFY IS DEFINED AS FOLLOWS: SAID CERTIFICATION OR USE OF THE WORD CERTIFY AS A STATEMENT IS BASED UPON THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR'S KNOWLEDGE, INFORMATION AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED (PER COLORADO STATE BOARD RULE NO. 6.2.2). 7. THE CURRENT CITY DATUM COORDINATE SYSTEM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD& -3/2 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. 8. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 9. GROUND TO GRID COMBINED SCALE FACTOR IS 0,99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT 1) HAVING THE FOLLOWING NAD83i92 STATE PLANE COORDINATES: PHAC 1: NORTHING: 1071258.75, EASTI'NG: 3118217.58, ELEVATION: 5471.62. 10. LOTS 1 AND 4 SHALL ACCESS TELLER STREET ONLY, ACCESS TO THE PRIVATE ACCESS DRIVE AND UTILITY EASEMENT IS PROHIBITED FROM THESE LOTS, 11. RIGHT-OF—WAY FOR INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES IS GRANTED OVER, ACROSS, ON, AND THROUGH ANY AND ALL PRIVATE. ROADS, WAYS, AND FIRE LANES NOW OR HEREAFTER ESTABLISHED ON THE DESCRIBED PROPERTY. THE SAME ARE HEREBY DESIGNATED AS FIRE LANES AND EMERGENCY AND SERVICE VEHICLE ROADS, AND SHALL BE POSTED "NO PARKING - FIRE LANE". 12. THE PROPERTY 1S ZONED R-2. 13. PROPERTY IS WITHIN ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (504 -YEAR FLOOD PLAIN)) AND THEREFORE IS NOT IN THE 100 YEAR FLOOD PLAIN PER FIRM MAP FOR COMMUNITY NO. 085079, PANEL NO. 0214 F, AND MAP NO. 08059CO214F DATED FEBRUARY 5, 2014. T _ T BE: A EL AREA SG7• FT. AREA ACRES „.. TRA T A„ 1,044 0,0240 LOT 1 9,780 0.2245 LOT 2 9,751 0.2238 LOT 3 10,053 0.2308 LOT 4 10,371 0.2381 LOT 5 10,400 0.2388 LOT,6 9,746 0.2237 NE PARCEL AREA 61,145 1.4037 STREET RIGHT- 292 0.0067 OF -WAY DEDICATION GROSS PARCEL ARE 1,4 7 1.4104 CITY CERTIOCATiON; APPROVED THIS DAY OF'°S�"'�"glp BY THE CITY OF WHEAT RIDGE CITY COUNCIL. -------------------------- M AYOR ATTESTH Eq Y CLERK PLANNING :COMMISSION CERTIFICATION: RECOMMENDED FOR APPROVAL ON THIS _ DAY _ BY THE CITY OF WHEAT RIDGE CITY PLANNING COMMISSION. COUNTY CLERK AND REGQRDELRC2TIFICAT STATE OF COLORADO ) ) S` COUNTY OF JEFFERSON ) I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER O JEFFERSON COUNTY AT GOLDEN, COLORADO, AT ka-' = _O'CLOCK_ e M. ON THE q,,._.. DAY OF BOOK IN - ------ PAGE ------- RECEPTION NO. .j.._"b' t -1� JEFFEROCOUNTY CLERK AND RECORDER P U TY oEq4heat I _J G,/aing AUGUST 21, 2017 REVISED: OCTOBER 18, 2017 NOVEMBER 20, 2017 CASE HISTORY MS -17-01 (WITHDRAWN) WS -17-02 SHEET INDEX DESCRIPTION SHEET NO. COVER SHEET 1 PLAN VIEW 2 COVER SHEET SHEET 1 OF 2 PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE 2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: chessnoedenver@comcost.net TELLER SUBDIVISION FILING NO. 1 m TELLER SUBDIVISION FILING NO. I A RESUBDIVISION A OF PART OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 2 OF 2 1 X5.00' WEST 29TH AVENUE CN C-4 �o Q0 In0- 1 ry C14 0-) D 00 0 �-- T- 0 ry0 -J �-- N < cr_ ry 0- C) < CD 25.0 DRAINAGE EASEMENT 114, BY THIS PLAT - TYPICAL 50' ROW SET MAGNETIC NAIL WITH ui ry 3: 1.5" DIAMETER ALLOY DISK 1-- V) 0 X STAMPED "P.E. & L.S. 9489 m :DV) 1FT W W/C" WITNESS CORNER 1,00' cr_ 0 WEST OF ACTUAL CORNER ON TOP Lo 317.09' A.M. uj 89*42'47"* ACTUAL CORNER: LEGEND 5' UTILITY AND LOT 1 N: 701610.62 E: 119811.08 1 (317.10' REC.) n ORANGE PLASTIC CAP STAMPED P.E. & L.S. #9489 DRAINAGE EASEMENT 9,780 SQ. FT. 0.2238 ACRES 20' FIRE LANE 8' UTILITY AND FOUND #3 REBAR IN ALLOY DISK STAMPED P.E. & L.S. "P.E. & L.S, 9489 1FT N W/C" 'to 4 HEREBY GRANTED BY 0.2245 ACRES THIS PLAT - TYPICAL FOUND MONUMENT AS NOTED ZONING: R-2 SOUTH RIGHT-OF-WAY 3/4" DIAMETER PIPE E: 120082.50 -1- C4 ZONING: R-2 A.M. - AS MEASURED IN FIELD 0, REC. NO, 2016059247 LINE OF WEST 29TH AVENUE (USED FOR LINE & PROPERTY BOUNDARY LINE alto to 1.50' HEREBY DEDICATED BY I PART OF THE NW1 /4 16' AND THE NORTH LINE OF LOT 1, BLOCK 4, DISTANCE) 1 5; RIGHT-OF-WAY LINE THIS PLAT TO THE OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION C� - - - - - - - EASEMENT 014 1-- V) CITY OF WHEAT RIDGE AS PROPERTY CORNER COORDINATES ARE BARTH'S SUBDIVISION 1 0 A=90*00'00 ZONING: R-2 C) N WITH THE CITY OF WHEAT RIDGE DATUM. E- < PUBLIC RIGHT-OF-WAY I I oll A=90100'0 ZONING: R-2 0 R=28.00' R=28.00' t7 L=43.98' I REC. NO. 2006060123 CH=39.60' REC. NO. 201 3021 41 8 REC. NO. 2015001125 < PART OF THE NW -1/4 In 4 00' CHB=N44-28'49"E in PART OF THE NW1/4 PART OF THE NW1/4 0 0 0 OF LOT 1, BLOCK 4, / (y) - - - - - - - - - - -- - J- OF LOT 1, BLOCK 4, OF LOT 1, BLOCK 4, 04 BARTH'S SUBDIVISION - - - - - 66.00' I BARTH'S SUBDIVISION BARTH'S SUBDIVISION ox 0 ZONING, R-2 ZONING: R -2i ZONING: R-2 N EAST RIGHT-OF-WAY 11.00, it I 1.00'I LINE OF TELLER STREET 103.60' N89'28'49"E 104.00' N89*28'49"E A 108.00' N -89'28'49"E 5-- AND THE WEST LINE OF 30' ACCESS DRIVE7- 26' FIRE LANE EASEMENT 1 5' �ZZ LOT 1, BLOCK 4, AND UTILITY EASEMENT HEREBY GRANTED BY 15. 00' I BARTH'S SUBDIVISION HEREBY GRANTED BY THIS PLAT 10, CIO THIS PLAT - - - - - - - - - - - - I - - - - - - - - --------- _r - - - - - - - - - - - - - - - - - 7 7 - - - - - - - - - T 7 - - - - - - U U? V) LOT LINE HEREBY CREATED 10' ACCESS, UTILITY AND to < oo z 0 5; N I BY THIS PLAT (TYPICAL) 5' UTILITY AND i I cD 0 - I 0 ry M I I ff 0 M-j Z) i j € CN TRUE POINT LL- z 0 ; �5 OF BEGINNING C:) Z 1.- a-17 0 N: 701705.49 REC. NO. 87076275 1 tn I 317.10A.M. & REC. 0 'ri , V) (o d ry N 1 < ry LL- E: 119810.43 THE SOUTH 100' OF THE NW1/4 I bo I N89*5318"E A.M. (o C-� ry < 0 M 25 00 70 -3 -4 --Or— OF LOT 1, BLOCK 4, 104.00 108.20' 0) 0 0 1.5-0 I BARTH'S SUBDIVISION N: 70170� F- - - - - - - - - - - - - 1 - - - - - - - - - 8' UTILITY AND l' - - F __,.,,...-_...-----._---..`.._.....-._..-..-.-,...._--_._.1 LOT i-_ - - LINE HEREBY CREATED - - - - - - - - - - - - - - - - - ----E. 120127 CN C-4 �o Q0 In0- 1 ry C14 0-) D 00 0 �-- T- 0 ry0 -J �-- N < cr_ ry 0- C) < CD 25.0 DRAINAGE EASEMENT 114, BY THIS PLAT - TYPICAL SET MAGNETIC NAIL WITH ui ry 3: 1.5" DIAMETER ALLOY DISK 1-- V) 0 X STAMPED "P.E. & L.S. 9489 m :DV) 1FT W W/C" WITNESS CORNER 1,00' cr_ 0 WEST OF ACTUAL CORNER ON TOP Lo OF FENCE DUE TO OBSTRUCTION uj ACTUAL CORNER: LEGEND 5' UTILITY AND LOT 1 N: 701610.62 E: 119811.08 LOT 2 9,751 SQ. FT. SET #5 REBAR W/ 1.25" DIA. CN C-4 �o Q0 In0- 1 ry C14 0-) D 00 0 �-- T- 0 ry0 -J �-- N < cr_ ry 0- C) < CD 25.0 - v- 342.59' A.M. (342.10' REC.) 25' I 25 ry o V) ry n 0 uj u') FOUND #4 REBAR WITH NO CAP (USED FOR LINE DISTANCE) DRAINAGE EASEMENT 114, BY THIS PLAT - TYPICAL 0 20' V) ol 10, 20' 40' HERrBY GRANTED BY 0 ry Co m :DV) IN FEET C5 0 z 1 inch = 20 ft. THIS PLAT - TYPICAL N uj LEGEND 5' UTILITY AND LOT 1 LOT 2 9,751 SQ. FT. SET #5 REBAR W/ 1.25" DIA. n ORANGE PLASTIC CAP STAMPED P.E. & L.S. #9489 DRAINAGE EASEMENT 9,780 SQ. FT. 0.2238 ACRES 20' FIRE LANE 8' UTILITY AND PLASTIC CAP STAMPED ALLOY DISK STAMPED P.E. & L.S. "P.E. & L.S, 9489 1FT N W/C" 'to 4 HEREBY GRANTED BY 0.2245 ACRES THIS PLAT - TYPICAL FOUND MONUMENT AS NOTED ZONING: R-2 EASEMENT HEREBY DRAINAGE EASEMENT GRANTED BY THIS PLAT HEREBY GRANTED BY ACTUAL CORNER: N: 701580.23 E: 120082.50 -1- C4 ZONING: R-2 A.M. - AS MEASURED IN FIELD 0, REC. NO, 2016059247 THIS PLAT PROPERTY BOUNDARY LINE alto to 1.50' HEREBY DEDICATED BY I PART OF THE NW1 /4 16' LOT 3 10,053 0Cn N 1 5; RIGHT-OF-WAY LINE THIS PLAT TO THE OF LOT 1, BLOCK 4, SQ. FT. 0.2308 ACRES C� - - - - - - - EASEMENT 014 1-- V) CITY OF WHEAT RIDGE AS PROPERTY CORNER COORDINATES ARE BARTH'S SUBDIVISION 1 0 A=90*00'00 ZONING: R-2 C) N WITH THE CITY OF WHEAT RIDGE DATUM. E- < PUBLIC RIGHT-OF-WAY I I oll A=90100'0 ZONING: R-2 0 R=28.00' R=28.00' (292 SQ. FT. -0.0067 ACRES) L=43.98' L=43.98' 10' UTILITY EASEMENT CH=39.60' CH=39.60' HEREBY GRANTED BY 1 1 In 4 00' CHB=N44-28'49"E in CHB=S45*31' - THIS PLAT / (y) - - - - - - - - - - -- - J- 78.00' L - - - - - - - - - - - - - - - ) - - - - - - - - - - - - - - - --- - .-L_ - - - - - 66.00' 40.00' I -21� 11.00, it I 1.00'I 103.60' N89'28'49"E 104.00' N89*28'49"E A 108.00' N -89'28'49"E 5-- 30' ACCESS DRIVE7- 26' FIRE LANE EASEMENT 1 5' �ZZ AND UTILITY EASEMENT HEREBY GRANTED BY 15. 00' HEREBY GRANTED BY THIS PLAT 10, THIS PLAT - - - - - - - - - - - - I - - - - - - - - --------- _r - - - - - - - - - - - - - - - - - 7 7 - - - - - - - - - T 7 - - - - - - U U? LOT LINE HEREBY CREATED 10' ACCESS, UTILITY AND to < BY THIS PLAT (TYPICAL) 5' UTILITY AND DRAINAGE EASEMENT Lo DRAINAGE EASEMENT HEREBY GRANTED BY THIS PLAT HEREBY GRANTED BY THIS PLAT TYPICAL C:) 0 Lu REC. NO. 87076275 1 tn 0 'ri , V) (o r- z 00 0'�t Cj to LOT 4 1 10,371 SQ, FT. I THE SOUTH 100' OF THE NW1/4 I bo I (o C-� 4 0 ;N OF LOT 1, BLOCK 4, 0) 0 0 0.2381 ACRES I cot) I BARTH'S SUBDIVISION ZONING: R-2 I ZONING: R-2 1-0 1 LOT 6 29.86' 1 1-0 LOT 5 1 9,746 SO. FT. S89*28'49'IW 1 10,400 SQ. FT. I ID 1 0.2237 ACRES 10 0.2388 ACRES I ZONING: R-2 TRACT "A" 10' UTILITY EASEMENT I ZONING: R-2 I STORMWATER HEREBY GRANTED BY 8' UTILITY AND I I 1 uj QUALITY AREA 1,044 SQ. FT. 'o THIS PLAT I DRAINAGE EASEMENT 0.0240 ACRES C� HEREBY GRANTED BY THIS PLAT - TYPICAL L- - - - - - - - - - - - - -------- L - - - - - - - - - - - - - - - - - - - - - - - - J L-...._- - - --- - - - - - - --- --.50' ". 50' on, 103.822 78.00' 29.79' ot - v- 342.59' A.M. (342.10' REC.) 25' I 25 ry o V) ry n 0 uj u') FOUND #4 REBAR WITH NO CAP (USED FOR LINE DISTANCE) FOUND NO. 5 REBAR.317.11' A.M. (317.10 REC SOUTH LINE OF LOT 1, BLOCK 4, FOUND NO. 3 REBAR WITH NO CAP (USED FORS89'28'50"W A.M. BARTH'S SUBDIVISION WITH FLAGGING AND LINE AND DISTANCE) REC. NO. 2016016919 WITH NO CAP (USED FOR N: 701510.62 LINE AND DISTANCE) E: 119811.77 THE NORTH 1 /2 OF THE SW1 A N: 701513 50 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 E: 120128. 86 \N heat CASE HISTORY ok MS -17-01 (WITHDRAWN) WS -17-a2 %ing U�xlj PLAN VIEW SHEET OF 2 PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: ch essn oeden ver0corn cost. net i-jinir- ur AUGUST 21, 2017 REVISED: OCTOBER 18, 2017 NOVEMBER 20, 2017 TELLER SUBDIVISION FILING NO. 1 C'4 y Z GRAPHIC SCALE (') 0 0 20' V) ol 10, 20' 40' M 0 ry Co m :DV) IN FEET C5 0 z 1 inch = 20 ft. z J V) N uj LEGEND ry < SET #5 REBAR W/ 1.25" DIA. n ORANGE PLASTIC CAP STAMPED P.E. & L.S. #9489 SET #5 REBAR WITH 1.25" DIAMETER ORANGE SET MAG, NAIL W/ 1.5" DIA. PLASTIC CAP STAMPED ALLOY DISK STAMPED P.E. & L.S. "P.E. & L.S, 9489 1FT N W/C" #9489 WITNESS CORNER 1.00' NORTH OF FOUND MONUMENT AS NOTED ACTUAL CORNER DUE TO OBSTRUCTION FOUND CROSS CUT IN CONC WALK ACTUAL CORNER: N: 701580.23 E: 120082.50 FIELD ANGLE A.M. - AS MEASURED IN FIELD REC, - DEED OR PLAT DISTANCE PROPERTY BOUNDARY LINE EXISTING LOT LINE PROPOSED LOT LINE U 0 - - CITY BOUNDARY 0Cn N 1 5; RIGHT-OF-WAY LINE 0M - I �0 SECTION LINE Y-- lir-: Co 0 D6 - - - - - - - - - - EASEMENT 014 1-- V) 0 z NOTE: 0 2 PROPERTY CORNER COORDINATES ARE L'- m o MODIFIED STATE PLANE COORIDNATES CONSISTENT C) N WITH THE CITY OF WHEAT RIDGE DATUM. E- < LLJ ry ry Co CL FOUND NO. 5 REBAR.317.11' A.M. (317.10 REC SOUTH LINE OF LOT 1, BLOCK 4, FOUND NO. 3 REBAR WITH NO CAP (USED FORS89'28'50"W A.M. BARTH'S SUBDIVISION WITH FLAGGING AND LINE AND DISTANCE) REC. NO. 2016016919 WITH NO CAP (USED FOR N: 701510.62 LINE AND DISTANCE) E: 119811.77 THE NORTH 1 /2 OF THE SW1 A N: 701513 50 OF LOT 1, BLOCK 4, BARTH'S SUBDIVISION ZONING: R-2 E: 120128. 86 \N heat CASE HISTORY ok MS -17-01 (WITHDRAWN) WS -17-a2 %ing U�xlj PLAN VIEW SHEET OF 2 PREPARED BY: CHESSNOE AND ASSOCIATES 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 PHONE: 303-722-3267 E-MAIL: ch essn oeden ver0corn cost. net i-jinir- ur AUGUST 21, 2017 REVISED: OCTOBER 18, 2017 NOVEMBER 20, 2017 TELLER SUBDIVISION FILING NO. 1 NORTH PROPERTY LINE MATCH EXISTING GRADE 4:1 MAX. SLOPES PROPOSED GRADE 8.0' DRAINAGE AND UTILITY EASEMENT 5.0' CENTERLINE OF 6' WIDE SWALE FINISHED FLOOR TOP OF FOUNDATION BUILDING FOUNDATION WALL EXISTING GROUND 0.6 ' TO WATER SU FACE SECTION A -A NO SCALE 5461 / V 5g62 / / I i [l1.L1NI1[=,Ie1► PARCEL LOCATED IN THE SE 1/4 OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. #2880 TELLER STREET FINISHED8.0' DRAINAGE AND FLOOR UTILITY EASEMENT TOP OF 5.0' FOUNDATION BUILDING 4MAX.) FOUNDATION I EAST PROPERTY WALL 1 LINE PR POSED GRADE 4:1 MAX. _ 01 ES EXISTING z -MATCH GROUND I EXISTING GRADE 0.63' TO WATER SURFACE SECTION IB -B NO SCALE 2.0' MIN. WATER QUALITY WATER SURFACE 4:1 MAX. ELEV.=5449.53 SLOPES SOUTH PROPERTY LINE PROPOSED 8" WADE CONCRETE GRADE WALL W/ ORIFICE PLATE AND OVERFLOW WEIR MATCH EXISTING EXISTING GRADE GROUND SEC -PION -D-0 NO SCALE EAST PROPERTY LINE WATER QUALITY 4:1 MAX. WATER SURFACE SLOPES ELEV.=5449.53 PROPOSED GRADE MATCH EXISTING GRADE EXISTING GROUND SECTION E -E NO SCALE FINISHED8.0' DRAINAGE AND FLOOR UTILITY EASEMENT 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WHEAT RIDGE 5.0' TOP OF 33RD AVE STANDARDS AND SPECIFICATIONS LATEST ADDITION. PROJECT BENCHMARK FOUNDATION 33RD AVE TRANSI ELEVATION 5460.24 2. PROVIDE 4:1 MAXIMUM SLOPES IN ALL LANDSCAPED AREAS. ASP PAVIN 460 0 SOUTH PROPERTY 5:1 I LINE PROPOSED 4 MAXf PROPOSED 54�6.93 GRADE L-EOA i 5459.36 GRADE IN / EX '1 2.0' MIN. WATER QUALITY WATER SURFACE 4:1 MAX. ELEV.=5449.53 SLOPES SOUTH PROPERTY LINE PROPOSED 8" WADE CONCRETE GRADE WALL W/ ORIFICE PLATE AND OVERFLOW WEIR MATCH EXISTING EXISTING GRADE GROUND SEC -PION -D-0 NO SCALE EAST PROPERTY LINE WATER QUALITY 4:1 MAX. WATER SURFACE SLOPES ELEV.=5449.53 PROPOSED GRADE MATCH EXISTING GRADE EXISTING GROUND SECTION E -E NO SCALE FINISHED8.0' DRAINAGE AND FLOOR UTILITY EASEMENT 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WHEAT RIDGE 5.0' TOP OF 33RD AVE STANDARDS AND SPECIFICATIONS LATEST ADDITION. Lu FOUNDATION 33RD AVE �V E BUILDING 2. PROVIDE 4:1 MAXIMUM SLOPES IN ALL LANDSCAPED AREAS. ASPHALT PAVEMENT FOUNDATION FINISHED SOUTH PROPERTY WALL I LINE PROPOSED 4 MAXf PROPOSED GRADE 32ND i GEOTECH) GRADE TOP OF QUALITY POND" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER, 4:1 MAX. SLOPES AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT ATCH 31 ST AVE EXISTING U OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH GRADE EI TIN EXISTINGJ 0.46' TO G 0 N GROUND WATER }Q -- SURFACE SECTION C NO SCALE -C 2.0' MIN. WATER QUALITY WATER SURFACE 4:1 MAX. ELEV.=5449.53 SLOPES SOUTH PROPERTY LINE PROPOSED 8" WADE CONCRETE GRADE WALL W/ ORIFICE PLATE AND OVERFLOW WEIR MATCH EXISTING EXISTING GRADE GROUND SEC -PION -D-0 NO SCALE EAST PROPERTY LINE WATER QUALITY 4:1 MAX. WATER SURFACE SLOPES ELEV.=5449.53 PROPOSED GRADE MATCH EXISTING GRADE EXISTING GROUND SECTION E -E NO SCALE r moi" h OF ASPHALT I OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE / DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF v/ J I // I OOOU ASPEDGE HALT I PUBLIC WORKS. 4. THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION 5 REBAR PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS \ - J ITH 1.25" DIAMETER I I (303-235-2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i� X317.10' A.M. & REC. �� /� CENTERLINE YELLOW PLASTIC CAP SECTION F -F WITHIN THE PUBLIC RIGHT-OF-WAY. S89"28'50"W A.M. 5456 -� of SW500' STAMPED PE&54 9}8� NO SCALE rl 5450.26 �, 6� 5458.32 5457.99 5458 54 60.00 545. i / ¢,p I 5460 57.36 5460.05 J 2 7%5'461 00° GARAGE / 460.22 TF=5461.60 5' UTILITY AND 14.0' AINAGE EASEMEzo NT 5461 � o .1 5459.74 W (EOA) 3.5% 5460.52 CC 5459.7 10 5460.2 5461.00 a /5460.50 ~ 0' UTILI 5460.50r ! 5461.00 (� C) ��0 N Of EASEMEN 5461.00 - l 5 Of O 5459.401 + J (EOA) / FF=5461.78 / �l 5460.30 TF=5461.60 54 .00 / 5459.18 FG=5461.00 5457 (EOA) . 5. v T 1 a .o0 5 25 5451.00 2874 TOELLER ST i 5458.6 P) 458.75 EXISTING EDb455 F/4 - - - ASPH(1101 ��hc' 5461 5 .00 \ � 54 5459 /5458. 458.47 54 li / 5458.0 5457.84 5455 AI 4' A 'r� 5458. 8 yg5a PRIVATE ASPHALT DRIVE PAVING L 1 30.0' Ld \ S / 545735 10.0. / / Q 154(0 )7. 457.64 5457.34 MIN 10.0, 597-e6'545E / II Ny J 545E J IN y 545 . O) / 5 5457 5 / v \ 457.23 / 457.50 / \ (EOA) CJ 5456.87 '¢�1k ACS 5457 15w 5457.22 5457.50 LOT 4 E SEMENT ND I N (E(8)2822 TELLER ST U LITY & RAIN Q O d E SEMENT & 3C ' O 5458.56 FF=5458.28 ATER A D SAS I C0 Z TF=5458.10 ASEMEN REC Q 5457.11 5457.50 FG=5457.50 (ASPHAL PAVEI 0) 5456.47 / 456.785, 7.50 bh^_ J yNy6 -\ 5457.1 56.37 5457. 5455 9 456.90 5457.50 1 \ 54 5455.96 W. 28TH AVE. 57.50 50' ROW yky� \ / 54s6:ts � h f - 5455.7 455.9 4.0 , rn GARAGE T 69 ~ TF=5458.10 5456.10 \ SAWCUT EXI 10.0'. 456.10 5 W �- W ^ \ASPgHA ¢ 454.55 5455. / / 5 54 -545 545 5455.20 S4, FOUND N0, 5 REBAR WITH NO CAP (USED FOR,- 0 OR o I LINE AND DISTANCE) 5455 + TRANSITION / Z__ /^ �, ASPHALT PA N 5454 5454. 4 / / \ ' ,(lfOA) Q / 5453.13 J. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR 545/9.02 EX E ` - 545&.0 5454.14 EX WITHIN 250 LINEAR FEET, ADDITIONAL MILLING OVERLAY REQUIREMENTS WILL 545 .2 5456.56/ 5455.60 X MILLING/ OVERLAY & DRAINAG5452.84APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW 54575454.17 5454 _ 5453.42 _ _ CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF 5¢6.77 5455.31 ' 545470 454 PUBLIC WORKS, 303-235-2861, PRIOR TO COMMENCEMENT OF WORK). 5456.2 ` 6.80 h 454.70 5453.84 5' UTILI ND 456.10 � 5' UTILITY AND �1 5454 5 5455.00 5457.50 DRAINAGE EASEMEN 6. BENCHMARK: TOP OF 3 1.4" BRASS CAP BEING THE CENTER 1/4 OF SEC. DRAINAGE ASEMENT 5 58.00 6 5456.00 456. v 5 se.00 UTILITY AND 5452.50 26, T3S, R69W AT THE INTERSECTION OF WEST 32ND AVENUE AND RAI GE EASEMENT r - - - h WADSWORTH BOULEVARD. 20' R E 54 / ELEVATION = 5491.46 NAVD 1988 DATUM E EMENT, 5 � � U ( ) RASS- RETE Q Ld > PAVER OR 5455.50 7. PROJECT BENCHMARK (PBM): TOP OF A MAGNETIC NAIL & 1.5" DIAMETER 5458.00 �� EQ V 5455.20 (D L ALLOY DISK STAMPED P.E. & L.S. 9489 AT THE NORTHWEST PROPERTY LOT 2 5457.00 5456.50 5456.50 45 .40 w �� CORNER, ELEVATION = 5460.24 (NGVD 1988 DATUM). 2860 TELLER ST 545 .50 W NI 5 55.30 FF=5457.28 \ FF=5458.78 TF=5457.10 8. NOTICE TO CONTRACTOR: DRAINAGE CONVEYANCES AND WATER QUALITY TI _5458 GARAGE FG=5456.50 w FACILITY SHALL BE CONSTRUCTED A MINIMUM OF TWO (2) FEET FROM THE FG=5458.00 TF=5457.60 45 85 545 .45 GARAGE LOT 3 B SUBDIVISION BOUNDARY LINE. 5457.00 TF=5457.10 5457.50 2 RA 2858 TELLE Z .-. 85458 00 TS 5457.50 545 .65 B \ 5455.50 ST CNj 9. BASIS OF BEARINGS: THE EAST LINE OF TELLER SUBDIVISION FILING N0. 1 �r 5457.50 °28' R a1 Z �� BEING AN ASSUMED BEARING OF SOO'23'55"E BETWEEN TWO MONUMENTS 457.36) x 5455.81 -5456 50 _ w Q 192.61 FEET APART, ONE BEING A N0. 5 REBARS WITH CAPS STAMPED P.E. & 5457.75' 5458 0'a M 5456 5 .50 II 5456.50 5456.50 4 6. 0 Q D_ w W L.S. N0. 9489 AT THE NORTHEAST CORNER OF LOT 3 OF SAID SUBDIVISION F wl •°' m 1 AND THE OTHER BEING A NO. 3 REBAR WITH FLAGGING AND NO CAP AT THE 5^y SOUTTHEAST CORNER OF TRACT 'A' OF SAID SUBDIVISION. 5456.43 5456.29 5456.1.7 5455,82j- 455 5455.77 45 56 CO � to O i 5457.09 6 00 0) N N FL FLOW LINE PROPERTY LINE 5457.0 45687 5456.70 y6 5455.42 CL 5455.26 L c4 " (n 545 - C a ya a 5451 ; �• o m EOA - EDGE OF ASPHALT LOT LINE 57.12 5 \\ 1.0% 1:0% 1 �, cn Q PL - PROPERTY LINE -OH ---DH -DH -OVERHEAD UTILITY LINE s.10 ass w v SS $- EXISTING SANITARY SEWER C FF FINISHED FLOOR 5455.35 5456.32 5455.40 N ST STORM SEWER 5456.35 5 55.77 5455.18 ¢ BOWS BACK OF WALK 5456,12 545557 � 0 W WATER LINE POWER POLE s s .s GAS LINE / /// 5455 3 O Z EM ELECTRIC METER GAS F ✓ 5457.00 / a��. 5 7.p IT �/ -� a < 5448 -- EXISTING CONTOURS - MINOR ja 4s 1 i.: °� WATER METER 5457.00 T5=5457.00 5¢54.30 .y "'A' �s EXISTING CONTOURS - MAJOR RI 5457.00 - 5457.00 5456.00 `5456.00 4 s. o w GRAPHIC�SCALE D4 WATER VALVE -EXCLU IVE o 5` PROPOSED CONTOURS - MINOR GARAGE TS=5456.00 5455.00 F I o -z°' o• ,o• z°' a°' FIRE HYDRANT CLUSI / TF=5457.60 4:1 oo Of k 5451 PROPOSED CONTOURS - MAJOR WEU ✓ o FF=5456.78 GARAGE A �; I 0 a 9e" EXIST. SPOT ELEVATION 001271 TF=5456.60 TF=5456.60 N 5457.00 iri 5456.00 w Q FF=5457.78 - FG=5456.00 TF=5457.60 IN FEET XX 5454.14 PROP. SPOT ELEVATION 5457.00 FG=5457.00 5457.00 LOT 5456.00 5 5 0 I 1 inch = 20 f . LOT 5 2846 TELL R ST y WATER QUALITY P ND 0 WATER URFA E J 2834 TELLER 458 5A53 452 O I TO OF BER ST 5 EL 5450. O nnnnn�n C AAIITADV crIAIUD WITU 5457.00 Ay1 54 I PROVIDE WATEROUALITY ' C v ORIFIC PLATE 57. 5457.00 4 54 0 J?' �1�ACT A 1 10' L014G X 0.5' IGH y,PREPARED 5456 ` 45 .25 Sy 5454.50 rA pOND ITM DETAIL AR WEIR, EE CHESSNOE AICD ASSOCIATES CALL UNCC S S TWO WORKING DAYS RSy ya 2 s o i 390 C.F.) L TYRE "M" SOIL � � - J 4101 EAST WESLEY AVENUE, 5450.5 SUITE #2, BEFORE YOU DIG 51.63 5452 RIP TAHpICK��" DENVER, COLORADO 80222 0 545 800-922-1987 sa 545 D 5450.500 BC PHONE: 303-722-3267 �► % > > ^��-- - E-MAIL: chessnoedenver@comcast.net '''" UTILITY NOTIFICATION CENTER OF COLORADO 8' U11LI &DRAIN GE EASEMENT BW ­ 5451 offol.luj ' 5449.0 D �448.4K REVISION TELLER SUBDIVISION FILING N0. 1 C v FOUND N0. 3 REBAR _ �/ 5450.50 TC 544950 BW WITH FLAGGING N0. DATE NAME GRADING PLAN / 317.11 A.M. (317.10 REC.) TOP OF 5050 5450.00 ew / iWheat WITH N1Q C (USED FOR 4 11-4-19 RDT 2850-2880 TELLER STREET, WHEAT RIDGE, COLORADO S89"28'50"W A.M. / 0 'Qi LINE ND DISTANCE) 5 1-31-20 RDT CD,6 11 -05-2C RDT T92-22_2CC 1-2RDTDATE: 8/21/17 SCALE: NONE DWG BY RDT CHESSNOE AND ASSOCIATES TELE: (303) 722-3267 CONTACT: MIKE CHESSNOE OirlgCjV4N �7-2 RDT / RDT 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 SHEET 1 OF 1 VICINITY MAP J NOTES: SCALE NTS 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WHEAT RIDGE 33RD AVE STANDARDS AND SPECIFICATIONS LATEST ADDITION. Lu z 33RD AVE �V E DRIVE AND UTILITY 2. PROVIDE 4:1 MAXIMUM SLOPES IN ALL LANDSCAPED AREAS. ASPHALT PAVEMENT EASEMENT FINISHED (THICKNESS TO FLooR 3. THE STORMWATER QUALITY AREA HEREIN SHOWN AS "TRACT 'A' WATER BE DETERMINED BY PROPOSED 32ND AVE GEOTECH) GRADE TOP OF QUALITY POND" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER, FOUNDATION AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT 31 ST AVE U OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH _ FOUNDATION AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, EXISTINGJ Z _ Cn Z GROUND I NORTH EDGE }Q -- STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES ) > I I 29TH AVE Q 28TH' A Now 0 ■ z SITE. ; D Co ` - 25TH'AVE _j c `--/F_l w oo Ug 25TI 23RD PL C I 24TF 23RD AVE � 77t un1 r moi" h OF ASPHALT I OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE / DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF v/ J I // I OOOU ASPEDGE HALT I PUBLIC WORKS. 4. THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION 5 REBAR PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS \ - J ITH 1.25" DIAMETER I I (303-235-2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i� X317.10' A.M. & REC. �� /� CENTERLINE YELLOW PLASTIC CAP SECTION F -F WITHIN THE PUBLIC RIGHT-OF-WAY. S89"28'50"W A.M. 5456 -� of SW500' STAMPED PE&54 9}8� NO SCALE rl 5450.26 �, 6� 5458.32 5457.99 5458 54 60.00 545. i / ¢,p I 5460 57.36 5460.05 J 2 7%5'461 00° GARAGE / 460.22 TF=5461.60 5' UTILITY AND 14.0' AINAGE EASEMEzo NT 5461 � o .1 5459.74 W (EOA) 3.5% 5460.52 CC 5459.7 10 5460.2 5461.00 a /5460.50 ~ 0' UTILI 5460.50r ! 5461.00 (� C) ��0 N Of EASEMEN 5461.00 - l 5 Of O 5459.401 + J (EOA) / FF=5461.78 / �l 5460.30 TF=5461.60 54 .00 / 5459.18 FG=5461.00 5457 (EOA) . 5. v T 1 a .o0 5 25 5451.00 2874 TOELLER ST i 5458.6 P) 458.75 EXISTING EDb455 F/4 - - - ASPH(1101 ��hc' 5461 5 .00 \ � 54 5459 /5458. 458.47 54 li / 5458.0 5457.84 5455 AI 4' A 'r� 5458. 8 yg5a PRIVATE ASPHALT DRIVE PAVING L 1 30.0' Ld \ S / 545735 10.0. / / Q 154(0 )7. 457.64 5457.34 MIN 10.0, 597-e6'545E / II Ny J 545E J IN y 545 . O) / 5 5457 5 / v \ 457.23 / 457.50 / \ (EOA) CJ 5456.87 '¢�1k ACS 5457 15w 5457.22 5457.50 LOT 4 E SEMENT ND I N (E(8)2822 TELLER ST U LITY & RAIN Q O d E SEMENT & 3C ' O 5458.56 FF=5458.28 ATER A D SAS I C0 Z TF=5458.10 ASEMEN REC Q 5457.11 5457.50 FG=5457.50 (ASPHAL PAVEI 0) 5456.47 / 456.785, 7.50 bh^_ J yNy6 -\ 5457.1 56.37 5457. 5455 9 456.90 5457.50 1 \ 54 5455.96 W. 28TH AVE. 57.50 50' ROW yky� \ / 54s6:ts � h f - 5455.7 455.9 4.0 , rn GARAGE T 69 ~ TF=5458.10 5456.10 \ SAWCUT EXI 10.0'. 456.10 5 W �- W ^ \ASPgHA ¢ 454.55 5455. / / 5 54 -545 545 5455.20 S4, FOUND N0, 5 REBAR WITH NO CAP (USED FOR,- 0 OR o I LINE AND DISTANCE) 5455 + TRANSITION / Z__ /^ �, ASPHALT PA N 5454 5454. 4 / / \ ' ,(lfOA) Q / 5453.13 J. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR 545/9.02 EX E ` - 545&.0 5454.14 EX WITHIN 250 LINEAR FEET, ADDITIONAL MILLING OVERLAY REQUIREMENTS WILL 545 .2 5456.56/ 5455.60 X MILLING/ OVERLAY & DRAINAG5452.84APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW 54575454.17 5454 _ 5453.42 _ _ CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF 5¢6.77 5455.31 ' 545470 454 PUBLIC WORKS, 303-235-2861, PRIOR TO COMMENCEMENT OF WORK). 5456.2 ` 6.80 h 454.70 5453.84 5' UTILI ND 456.10 � 5' UTILITY AND �1 5454 5 5455.00 5457.50 DRAINAGE EASEMEN 6. BENCHMARK: TOP OF 3 1.4" BRASS CAP BEING THE CENTER 1/4 OF SEC. DRAINAGE ASEMENT 5 58.00 6 5456.00 456. v 5 se.00 UTILITY AND 5452.50 26, T3S, R69W AT THE INTERSECTION OF WEST 32ND AVENUE AND RAI GE EASEMENT r - - - h WADSWORTH BOULEVARD. 20' R E 54 / ELEVATION = 5491.46 NAVD 1988 DATUM E EMENT, 5 � � U ( ) RASS- RETE Q Ld > PAVER OR 5455.50 7. PROJECT BENCHMARK (PBM): TOP OF A MAGNETIC NAIL & 1.5" DIAMETER 5458.00 �� EQ V 5455.20 (D L ALLOY DISK STAMPED P.E. & L.S. 9489 AT THE NORTHWEST PROPERTY LOT 2 5457.00 5456.50 5456.50 45 .40 w �� CORNER, ELEVATION = 5460.24 (NGVD 1988 DATUM). 2860 TELLER ST 545 .50 W NI 5 55.30 FF=5457.28 \ FF=5458.78 TF=5457.10 8. NOTICE TO CONTRACTOR: DRAINAGE CONVEYANCES AND WATER QUALITY TI _5458 GARAGE FG=5456.50 w FACILITY SHALL BE CONSTRUCTED A MINIMUM OF TWO (2) FEET FROM THE FG=5458.00 TF=5457.60 45 85 545 .45 GARAGE LOT 3 B SUBDIVISION BOUNDARY LINE. 5457.00 TF=5457.10 5457.50 2 RA 2858 TELLE Z .-. 85458 00 TS 5457.50 545 .65 B \ 5455.50 ST CNj 9. BASIS OF BEARINGS: THE EAST LINE OF TELLER SUBDIVISION FILING N0. 1 �r 5457.50 °28' R a1 Z �� BEING AN ASSUMED BEARING OF SOO'23'55"E BETWEEN TWO MONUMENTS 457.36) x 5455.81 -5456 50 _ w Q 192.61 FEET APART, ONE BEING A N0. 5 REBARS WITH CAPS STAMPED P.E. & 5457.75' 5458 0'a M 5456 5 .50 II 5456.50 5456.50 4 6. 0 Q D_ w W L.S. N0. 9489 AT THE NORTHEAST CORNER OF LOT 3 OF SAID SUBDIVISION F wl •°' m 1 AND THE OTHER BEING A NO. 3 REBAR WITH FLAGGING AND NO CAP AT THE 5^y SOUTTHEAST CORNER OF TRACT 'A' OF SAID SUBDIVISION. 5456.43 5456.29 5456.1.7 5455,82j- 455 5455.77 45 56 CO � to O i 5457.09 6 00 0) N N FL FLOW LINE PROPERTY LINE 5457.0 45687 5456.70 y6 5455.42 CL 5455.26 L c4 " (n 545 - C a ya a 5451 ; �• o m EOA - EDGE OF ASPHALT LOT LINE 57.12 5 \\ 1.0% 1:0% 1 �, cn Q PL - PROPERTY LINE -OH ---DH -DH -OVERHEAD UTILITY LINE s.10 ass w v SS $- EXISTING SANITARY SEWER C FF FINISHED FLOOR 5455.35 5456.32 5455.40 N ST STORM SEWER 5456.35 5 55.77 5455.18 ¢ BOWS BACK OF WALK 5456,12 545557 � 0 W WATER LINE POWER POLE s s .s GAS LINE / /// 5455 3 O Z EM ELECTRIC METER GAS F ✓ 5457.00 / a��. 5 7.p IT �/ -� a < 5448 -- EXISTING CONTOURS - MINOR ja 4s 1 i.: °� WATER METER 5457.00 T5=5457.00 5¢54.30 .y "'A' �s EXISTING CONTOURS - MAJOR RI 5457.00 - 5457.00 5456.00 `5456.00 4 s. o w GRAPHIC�SCALE D4 WATER VALVE -EXCLU IVE o 5` PROPOSED CONTOURS - MINOR GARAGE TS=5456.00 5455.00 F I o -z°' o• ,o• z°' a°' FIRE HYDRANT CLUSI / TF=5457.60 4:1 oo Of k 5451 PROPOSED CONTOURS - MAJOR WEU ✓ o FF=5456.78 GARAGE A �; I 0 a 9e" EXIST. SPOT ELEVATION 001271 TF=5456.60 TF=5456.60 N 5457.00 iri 5456.00 w Q FF=5457.78 - FG=5456.00 TF=5457.60 IN FEET XX 5454.14 PROP. SPOT ELEVATION 5457.00 FG=5457.00 5457.00 LOT 5456.00 5 5 0 I 1 inch = 20 f . LOT 5 2846 TELL R ST y WATER QUALITY P ND 0 WATER URFA E J 2834 TELLER 458 5A53 452 O I TO OF BER ST 5 EL 5450. O nnnnn�n C AAIITADV crIAIUD WITU 5457.00 Ay1 54 I PROVIDE WATEROUALITY ' C v ORIFIC PLATE 57. 5457.00 4 54 0 J?' �1�ACT A 1 10' L014G X 0.5' IGH y,PREPARED 5456 ` 45 .25 Sy 5454.50 rA pOND ITM DETAIL AR WEIR, EE CHESSNOE AICD ASSOCIATES CALL UNCC S S TWO WORKING DAYS RSy ya 2 s o i 390 C.F.) L TYRE "M" SOIL � � - J 4101 EAST WESLEY AVENUE, 5450.5 SUITE #2, BEFORE YOU DIG 51.63 5452 RIP TAHpICK��" DENVER, COLORADO 80222 0 545 800-922-1987 sa 545 D 5450.500 BC PHONE: 303-722-3267 �► % > > ^��-- - E-MAIL: chessnoedenver@comcast.net '''" UTILITY NOTIFICATION CENTER OF COLORADO 8' U11LI &DRAIN GE EASEMENT BW ­ 5451 offol.luj ' 5449.0 D �448.4K REVISION TELLER SUBDIVISION FILING N0. 1 C v FOUND N0. 3 REBAR _ �/ 5450.50 TC 544950 BW WITH FLAGGING N0. DATE NAME GRADING PLAN / 317.11 A.M. (317.10 REC.) TOP OF 5050 5450.00 ew / iWheat WITH N1Q C (USED FOR 4 11-4-19 RDT 2850-2880 TELLER STREET, WHEAT RIDGE, COLORADO S89"28'50"W A.M. / 0 'Qi LINE ND DISTANCE) 5 1-31-20 RDT CD,6 11 -05-2C RDT T92-22_2CC 1-2RDTDATE: 8/21/17 SCALE: NONE DWG BY RDT CHESSNOE AND ASSOCIATES TELE: (303) 722-3267 CONTACT: MIKE CHESSNOE OirlgCjV4N �7-2 RDT / RDT 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 SHEET 1 OF 1 VICINITY MAP NOTES: SCALE NTS 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WHEAT RIDGE STANDARDS AND SPECIFICATIONS LATEST ADDITION. 30' PRIVATE ACCESS DRIVE AND UTILITY 2. PROVIDE 4:1 MAXIMUM SLOPES IN ALL LANDSCAPED AREAS. ASPHALT PAVEMENT EASEMENT FINISHED (THICKNESS TO FLooR 3. THE STORMWATER QUALITY AREA HEREIN SHOWN AS "TRACT 'A' WATER BE DETERMINED BY PROPOSED GEOTECH) GRADE TOP OF QUALITY POND" SHALL BE CONSTRUCTED AND MAINTAINED BY THE OWNER, FOUNDATION AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID BUILDING OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH _ FOUNDATION AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, EXISTINGJ Z _ WALL HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR GROUND I NORTH EDGE -- STRUCTURE WILL BE CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES r moi" h OF ASPHALT I OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE / DETENTION AREA WILL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF v/ J I // I OOOU ASPEDGE HALT I PUBLIC WORKS. 4. THE CONTRACTOR SHALL OBTAIN THE PROPER ROW CONSTRUCTION 5 REBAR PERMITS FROM THE CITY OF WHEAT RIDGE DEPARTMENT OF PUBLIC WORKS \ - J ITH 1.25" DIAMETER I I (303-235-2861) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES i� X317.10' A.M. & REC. �� /� CENTERLINE YELLOW PLASTIC CAP SECTION F -F WITHIN THE PUBLIC RIGHT-OF-WAY. S89"28'50"W A.M. 5456 -� of SW500' STAMPED PE&54 9}8� NO SCALE rl 5450.26 �, 6� 5458.32 5457.99 5458 54 60.00 545. i / ¢,p I 5460 57.36 5460.05 J 2 7%5'461 00° GARAGE / 460.22 TF=5461.60 5' UTILITY AND 14.0' AINAGE EASEMEzo NT 5461 � o .1 5459.74 W (EOA) 3.5% 5460.52 CC 5459.7 10 5460.2 5461.00 a /5460.50 ~ 0' UTILI 5460.50r ! 5461.00 (� C) ��0 N Of EASEMEN 5461.00 - l 5 Of O 5459.401 + J (EOA) / FF=5461.78 / �l 5460.30 TF=5461.60 54 .00 / 5459.18 FG=5461.00 5457 (EOA) . 5. v T 1 a .o0 5 25 5451.00 2874 TOELLER ST i 5458.6 P) 458.75 EXISTING EDb455 F/4 - - - ASPH(1101 ��hc' 5461 5 .00 \ � 54 5459 /5458. 458.47 54 li / 5458.0 5457.84 5455 AI 4' A 'r� 5458. 8 yg5a PRIVATE ASPHALT DRIVE PAVING L 1 30.0' Ld \ S / 545735 10.0. / / Q 154(0 )7. 457.64 5457.34 MIN 10.0, 597-e6'545E / II Ny J 545E J IN y 545 . O) / 5 5457 5 / v \ 457.23 / 457.50 / \ (EOA) CJ 5456.87 '¢�1k ACS 5457 15w 5457.22 5457.50 LOT 4 E SEMENT ND I N (E(8)2822 TELLER ST U LITY & RAIN Q O d E SEMENT & 3C ' O 5458.56 FF=5458.28 ATER A D SAS I C0 Z TF=5458.10 ASEMEN REC Q 5457.11 5457.50 FG=5457.50 (ASPHAL PAVEI 0) 5456.47 / 456.785, 7.50 bh^_ J yNy6 -\ 5457.1 56.37 5457. 5455 9 456.90 5457.50 1 \ 54 5455.96 W. 28TH AVE. 57.50 50' ROW yky� \ / 54s6:ts � h f - 5455.7 455.9 4.0 , rn GARAGE T 69 ~ TF=5458.10 5456.10 \ SAWCUT EXI 10.0'. 456.10 5 W �- W ^ \ASPgHA ¢ 454.55 5455. / / 5 54 -545 545 5455.20 S4, FOUND N0, 5 REBAR WITH NO CAP (USED FOR,- 0 OR o I LINE AND DISTANCE) 5455 + TRANSITION / Z__ /^ �, ASPHALT PA N 5454 5454. 4 / / \ ' ,(lfOA) Q / 5453.13 J. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS OCCUR 545/9.02 EX E ` - 545&.0 5454.14 EX WITHIN 250 LINEAR FEET, ADDITIONAL MILLING OVERLAY REQUIREMENTS WILL 545 .2 5456.56/ 5455.60 X MILLING/ OVERLAY & DRAINAG5452.84APPLY. REFER TO THE TERMS OF THE CITY OF WHEAT RIDGE ROW 54575454.17 5454 _ 5453.42 _ _ CONSTRUCTION PERMIT (THAT MUST BE OBTAINED FROM THE DEPARTMENT OF 5¢6.77 5455.31 ' 545470 454 PUBLIC WORKS, 303-235-2861, PRIOR TO COMMENCEMENT OF WORK). 5456.2 ` 6.80 h 454.70 5453.84 5' UTILI ND 456.10 � 5' UTILITY AND �1 5454 5 5455.00 5457.50 DRAINAGE EASEMEN 6. BENCHMARK: TOP OF 3 1.4" BRASS CAP BEING THE CENTER 1/4 OF SEC. DRAINAGE ASEMENT 5 58.00 6 5456.00 456. v 5 se.00 UTILITY AND 5452.50 26, T3S, R69W AT THE INTERSECTION OF WEST 32ND AVENUE AND RAI GE EASEMENT r - - - h WADSWORTH BOULEVARD. 20' R E 54 / ELEVATION = 5491.46 NAVD 1988 DATUM E EMENT, 5 � � U ( ) RASS- RETE Q Ld > PAVER OR 5455.50 7. PROJECT BENCHMARK (PBM): TOP OF A MAGNETIC NAIL & 1.5" DIAMETER 5458.00 �� EQ V 5455.20 (D L ALLOY DISK STAMPED P.E. & L.S. 9489 AT THE NORTHWEST PROPERTY LOT 2 5457.00 5456.50 5456.50 45 .40 w �� CORNER, ELEVATION = 5460.24 (NGVD 1988 DATUM). 2860 TELLER ST 545 .50 W NI 5 55.30 FF=5457.28 \ FF=5458.78 TF=5457.10 8. NOTICE TO CONTRACTOR: DRAINAGE CONVEYANCES AND WATER QUALITY TI _5458 GARAGE FG=5456.50 w FACILITY SHALL BE CONSTRUCTED A MINIMUM OF TWO (2) FEET FROM THE FG=5458.00 TF=5457.60 45 85 545 .45 GARAGE LOT 3 B SUBDIVISION BOUNDARY LINE. 5457.00 TF=5457.10 5457.50 2 RA 2858 TELLE Z .-. 85458 00 TS 5457.50 545 .65 B \ 5455.50 ST CNj 9. BASIS OF BEARINGS: THE EAST LINE OF TELLER SUBDIVISION FILING N0. 1 �r 5457.50 °28' R a1 Z �� BEING AN ASSUMED BEARING OF SOO'23'55"E BETWEEN TWO MONUMENTS 457.36) x 5455.81 -5456 50 _ w Q 192.61 FEET APART, ONE BEING A N0. 5 REBARS WITH CAPS STAMPED P.E. & 5457.75' 5458 0'a M 5456 5 .50 II 5456.50 5456.50 4 6. 0 Q D_ w W L.S. N0. 9489 AT THE NORTHEAST CORNER OF LOT 3 OF SAID SUBDIVISION F wl •°' m 1 AND THE OTHER BEING A NO. 3 REBAR WITH FLAGGING AND NO CAP AT THE 5^y SOUTTHEAST CORNER OF TRACT 'A' OF SAID SUBDIVISION. 5456.43 5456.29 5456.1.7 5455,82j- 455 5455.77 45 56 CO � to O i 5457.09 6 00 0) N N FL FLOW LINE PROPERTY LINE 5457.0 45687 5456.70 y6 5455.42 CL 5455.26 L c4 " (n 545 - C a ya a 5451 ; �• o m EOA - EDGE OF ASPHALT LOT LINE 57.12 5 \\ 1.0% 1:0% 1 �, cn Q PL - PROPERTY LINE -OH ---DH -DH -OVERHEAD UTILITY LINE s.10 ass w v SS $- EXISTING SANITARY SEWER C FF FINISHED FLOOR 5455.35 5456.32 5455.40 N ST STORM SEWER 5456.35 5 55.77 5455.18 ¢ BOWS BACK OF WALK 5456,12 545557 � 0 W WATER LINE POWER POLE s s .s GAS LINE / /// 5455 3 O Z EM ELECTRIC METER GAS F ✓ 5457.00 / a��. 5 7.p IT �/ -� a < 5448 -- EXISTING CONTOURS - MINOR ja 4s 1 i.: °� WATER METER 5457.00 T5=5457.00 5¢54.30 .y "'A' �s EXISTING CONTOURS - MAJOR RI 5457.00 - 5457.00 5456.00 `5456.00 4 s. o w GRAPHIC�SCALE D4 WATER VALVE -EXCLU IVE o 5` PROPOSED CONTOURS - MINOR GARAGE TS=5456.00 5455.00 F I o -z°' o• ,o• z°' a°' FIRE HYDRANT CLUSI / TF=5457.60 4:1 oo Of k 5451 PROPOSED CONTOURS - MAJOR WEU ✓ o FF=5456.78 GARAGE A �; I 0 a 9e" EXIST. SPOT ELEVATION 001271 TF=5456.60 TF=5456.60 N 5457.00 iri 5456.00 w Q FF=5457.78 - FG=5456.00 TF=5457.60 IN FEET XX 5454.14 PROP. SPOT ELEVATION 5457.00 FG=5457.00 5457.00 LOT 5456.00 5 5 0 I 1 inch = 20 f . LOT 5 2846 TELL R ST y WATER QUALITY P ND 0 WATER URFA E J 2834 TELLER 458 5A53 452 O I TO OF BER ST 5 EL 5450. O nnnnn�n C AAIITADV crIAIUD WITU 5457.00 Ay1 54 I PROVIDE WATEROUALITY ' C v ORIFIC PLATE 57. 5457.00 4 54 0 J?' �1�ACT A 1 10' L014G X 0.5' IGH y,PREPARED 5456 ` 45 .25 Sy 5454.50 rA pOND ITM DETAIL AR WEIR, EE CHESSNOE AICD ASSOCIATES CALL UNCC S S TWO WORKING DAYS RSy ya 2 s o i 390 C.F.) L TYRE "M" SOIL � � - J 4101 EAST WESLEY AVENUE, 5450.5 SUITE #2, BEFORE YOU DIG 51.63 5452 RIP TAHpICK��" DENVER, COLORADO 80222 0 545 800-922-1987 sa 545 D 5450.500 BC PHONE: 303-722-3267 �► % > > ^��-- - E-MAIL: chessnoedenver@comcast.net '''" UTILITY NOTIFICATION CENTER OF COLORADO 8' U11LI &DRAIN GE EASEMENT BW ­ 5451 offol.luj ' 5449.0 D �448.4K REVISION TELLER SUBDIVISION FILING N0. 1 C v FOUND N0. 3 REBAR _ �/ 5450.50 TC 544950 BW WITH FLAGGING N0. DATE NAME GRADING PLAN / 317.11 A.M. (317.10 REC.) TOP OF 5050 5450.00 ew / iWheat WITH N1Q C (USED FOR 4 11-4-19 RDT 2850-2880 TELLER STREET, WHEAT RIDGE, COLORADO S89"28'50"W A.M. / 0 'Qi LINE ND DISTANCE) 5 1-31-20 RDT CD,6 11 -05-2C RDT T92-22_2CC 1-2RDTDATE: 8/21/17 SCALE: NONE DWG BY RDT CHESSNOE AND ASSOCIATES TELE: (303) 722-3267 CONTACT: MIKE CHESSNOE OirlgCjV4N �7-2 RDT / RDT 4101 EAST WESLEY AVENUE, SUITE #2, DENVER, COLORADO 80222 SHEET 1 OF 1 A B C D E F G H J 24'-0" 0� N F2 I I I las I � I I F2 N N I 0 ARAGE of n 4" CON CR TE SLAB 0 GRADE F of /6X -10/10 WM wo 03 000 of o o a w o DEPRESS T.O. SLAB�j FOR DOOR OPENING 0 "\bSEE D TAPAD 21 cxN I� TYP. IF J N 10 0" _ 12' 8"102 11' 9" 12' 1" o N E C WL SPACE 8,. F2 VI Nr PER cooE m o' N N NO G IDE nE BOLT ON OR CAST '� PLACE CONCRETE HAUNCH SEE DETAIL 115 TVP. N ,� 6" DEPRESS 15'_0° Z T.O. FDN. LEDGE, AIL 113// 0 2 " FTG ja S E DETAIL 131 � STEP T.O. FON L STEP B.O. FDN � t tEAM'-�fC m - 12._1.. :7: -0 .. 12'-5Y2" m ---1' PER' EPRESS - T.O. FDN. BASEMENT W/ 4" o CRETE S AB oN GRADE 24" SO PAD AP T.O. FIRST FLOOR= 100'-0" T.O. FOUNDATION= 99'-9'/n" N T.O. JOIST LEDGE= 98'-9x/a" (I o1 F of d T.O. SLAB= 89'-6" s., L y 2a T.b. FOOTING- - 89'-2 18" FTG ✓GOSH 48" Sf PAD O 9e n O' 4" 20" G 4"O 9' 9 4" SL v' 99'-9 3 t9 O DEEP BEAM POCKET SL. SEE DETAIL 131 101 105 o 2 L- BEAM POCKET L_ - SEE ,.L -4-31 r - - Q -4.. 14'-j" - - yI J� J01 T LEDGEm101 0 SE DETAIL 133 - TYP. x w ON w a l F2 Imp 99'-9 w w ALL FOOTINGS 18" WIDE BY 10" DEEP UNLESS OTHERWISE NOTED - 5 4 O LSI 00 00 O <cc — LC O = 0 0 Ln Ln 00 - w CH N Cn 0 CH o Q F -- LH LH 0 O QLLF � M ROCKET I O 0, O O L O O ~ O W LLJ W O O SEE LC131 ov O LYQ CN >_ m 18" FTG -43/4 0 1 S'-JY4•• - 0 •• BEAM POCKET PIE '-11Y"x I '-11Y" WINDOW a 99'-9 3/4" EE DETAIL 131 SEE DETAIL 111 - OPENING FOR - m ¢� 4'-11Yp"x3'-11)/2" WINDOW L JsEE DETAIL 111 m —E ING FOR -Y ..IN90 - — - o — — — S E DETAIL 111 _Y moa 0 � o OQ -0. w m 03,,. ALL FOOTINGS 18" WIDE BY 10" DEEP UNLESS OTHERWISE NOTED - 5 4 O LSI 00 00 O <cc — LC O = 0 0 Ln Ln 00 - w CH N Cn 0 CH o Q F -- LH LH C n � O u - Do O�o � GO O Cncj� o — N U GO GO zT TH LT Ln \A 0 Do EL o � <� 'ET <v=T OFEE O � OW 20'-0"1 15'-8" -8" STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 okNl heatR REVISIONS: 3-31-21 brick ledge B6/�o'i4q pA�.no SCALE Y4 =1'-0" PROJECT # 20-140 VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO F I CONSTRUCTION O QLLF � LLL Ln O 0, O O L O O ~ O W LLJ W O O O O LL O LYQ CN >_ C n � O u - Do O�o � GO O Cncj� o — N U GO GO zT TH LT Ln \A 0 Do EL o � <� 'ET <v=T OFEE O � OW 20'-0"1 15'-8" -8" STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 okNl heatR REVISIONS: 3-31-21 brick ledge B6/�o'i4q pA�.no SCALE Y4 =1'-0" PROJECT # 20-140 VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO F I CONSTRUCTION SLOE GRADE - MIN 6" IN 5' #4 HORIZONTAL @ 12" O.C. #4 VERTICAL ® 12" O.C. 8" WALL #4 DOWEL @ 18" O.C. (2) #5'S TOP AND BOTTOM "q OF VESTS BASEMENT COVER o R" EXPANSION MATERIAL 4" GONG ETE 2 4s CONTINUDDS P A DETAIL 101 FULL BASEMENT SPLICE LENGTH MUST BE MAINTAINED AROUND ALL CORNERS F I L SLOPE GRADE MIN 6" IN 5' SLOPE GRADE MIN 6" IN 5'- 311 -III -III, SEE PLAN (2) #5'S TOP BOTTOM a DETAIL SLAB TO 8” MIN 106 � 8" WALL WALL Y2.=1 @ 18" Q.C. (2) #5'S TOP #4 DOWEL @ 4 SLAB CRAWL SPACE 18" ON CENTER - (2) #4's #4 HORIZONTAL n CONTINUOUS _ -_ MIN 6" IN 5' LUG -111 @ 18° O.C. DETAIL 102 CRAWL SPACE (2) #5'S TOP AND BOTTOM SLOPE GRADE - MIN 6" IN 5' 8" WALL #4 DOWEL @ 18' ON CENTER 2) #4's CONTINUOUS TOP OF COUNTERPART WITHIN 12" OF FINAL GRADE _ -I -- (p) #s's OP AND BOTTOM SPLICE LENGTH MUST #4 HORIZONTAL BE MAINTAINED AROUND @ 12" O.C. ALL CORNERS 2114"@ OF VENTS x BASEMENT N m CONTINUOUS LF i)z"COVER a COOUN EROFORDT @ 12" �18" TYP-{ #4 VERTICAL QC. WALL #4 DOWEL 18" ON CENTER (3) #4's 1z" EXPANSION ALONG LENGTH MATERIAL OF FOOTING & 4" CONCR E #4's AT 18" SLAB ON CENTER ACROSS WIDTH I11W ENGTH VARIES ----ZEE P DETAIL 110 COUNTERPART Y2"=1'-0° Yz" EXPANSION JOINT 4" CONCRETE SLAB a BEAM PER PLAN 4" CONCRETE SLAB #5's @ 8" O.C. EACH WAY WIDTH VARIES, SEE I (2) #5'S TOP - AND BOTTOL CRAWL SPACE 1 o e" WALL #4 DOWEL @ 18" ON CENTER #4 VERTICAL - @ 12" O.C. #4 HORIZONTAL @ 12" O.C. #4 DOWEL @ 18" ON CENTER (2) #4's CONTINUOUS (2) #4's CONTINUOUS - (2) #5'S TOP tia c ... .... - 0 WALL C Yz" EXPAND 1 N MATERIAL 4" CONCRET SLAB DETAIL 109b CRAWL/BASEMENT Y2"- 1 Yz" EXP..,_,_., 4" CONCI (1) #4 1 SPLICE T t DETAIL 115 HAUNCH Y2„=1'-0„ - MAIN FLOOR SYSTEM PER PLAN POST PER PLAN DETAIL 105 ISOLATED COLUMN GARAGE Yz" EXP DETAIL 107 GARAGE/CRAWL WALL Y2„-1 4" CONCRETE SLAB JOINT F -I SLOPE GRADE MIN 6" IN 5' #4 DEBAR RING TIEF� TOP & BOTTOM & 24" QC. 12" DIA - SONO -TUBE _4 J WIDTH VARIES, SEE PLAN DETAIL 121 COLUMN W/ PAD Y2"=1'-0° @ 12” ON R EACH WAY THICKEN EDGE DE SEE PLAN DETAIL SLAB TO 8” MIN 106 GARAGE WALL Y2.=1 #4 VERTICAL - @ 12" O.C. #4 HORIZONTAL @ 12" O.C. #4 DOWEL @ 18" ON CENTER (2) #4's CONTINUOUS (2) #4's CONTINUOUS - (2) #5'S TOP tia c ... .... - 0 WALL C Yz" EXPAND 1 N MATERIAL 4" CONCRET SLAB DETAIL 109b CRAWL/BASEMENT Y2"- 1 Yz" EXP..,_,_., 4" CONCI (1) #4 1 SPLICE T t DETAIL 115 HAUNCH Y2„=1'-0„ - MAIN FLOOR SYSTEM PER PLAN POST PER PLAN DETAIL 105 ISOLATED COLUMN GARAGE Yz" EXP DETAIL 107 GARAGE/CRAWL WALL Y2„-1 4" CONCRETE SLAB JOINT F -I SLOPE GRADE MIN 6" IN 5' #4 DEBAR RING TIEF� TOP & BOTTOM & 24" QC. 12" DIA - SONO -TUBE _4 J WIDTH VARIES, SEE PLAN DETAIL 121 COLUMN W/ PAD Y2"=1'-0° @ 12” ON R EACH WAY THICKEN EDGE DE SLAB TO 8” MIN #4 VERTICAL - @ 18" Q.C. (2) #5'S TOP 4 SLAB AND BO OM #4 HORIZONTAL SLOPE GRADE 4 _ MIN 6" IN 5' LUG -111 @ 18° O.C. aL 1111111 4 #4 DOWEL @ II S 18" ON CENTER _=T a w (2) #4 s s � CONTINUOUS EE PAN o O #4 DOWEL @ 18" ON CENTER z o --- =11 J _ CONTINUOUS EE PLA NF— DETAIL 125 PATIO WALL Y2„-1 '-0„ (2) #4'S ABOVE (2) #5'S TOP AND WINDIOW OPENING - BOTTOM OF WALL N WIND PENING AX SUE I MIN 6'-0"X6'- " (2) #4'S BELOW WINDOW PEKING EXTEND 3 PAST 0 ENING (2) #4'S VERTICAL FULL HEIGHT OF WALL DETAIL 111 WINDOW OPENING REFER TO WALL SECTIONS FOR DETAIL STEEL SPECIFICATIONS MAINTAIN 36" (2) #5'S TOP AND FROST COVER �� BOTTOM CONTINUOUS AROUND CORNERS TYP TYP4- DETAIL 118 WALL STEP (2) #5'S TOP AND BOTTOM BASEMENT Y"COVER a 2114"CE OF VESTS � 0 WALL iv r7 Yz" EXPANSI N MATERIAL 4 CONCRET SLAB DETAIL 109a CRAWL/BASEMENT Y2"— 1 '-0” GENERAL SPECIFICATIONS \ FOUNDATION WALL ON FOOTINGS 1. FOUNDATION _ na. FOUNDATION DESIGN IS IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN SOILS INVESTIGATION REPORT NUMBER 19 1114 DATED 7-3-2019, BY: B.E.S.T., 970.409.9670.0 b. THE REPORT IS HEREBY REFERENCED AND EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL RECOMMENDATIONS AND O 1 N W PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED TO BY THE CONTRACTOR. Q c. FOUNDATION SHALL BE SUPPORTED BY CONTINUOUS CONCRETE FOOTINGS BEARING ON UNDISTURBED NATURAL SOIL.= O O • MAXIMUM BEARING CAPACITY: 2,500 PST. O LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE): 60 PCF. NO d. AN OPEN HOLE INSPECTION PRIOR TO SETTING FOOTING FORMS IS REQUIRED TO VERIFY THE BEARING MATERIAL. THIS INSPECTION E j LN SHALL BE PERFORMED BY THE SOIL ENGINEER. O n e. FOOTING AND WALL STEEL INSPECTIONS ARE REQUIRED. THESE INSPECTIONS SHALL BE PERFORMED BY HENDERSON ENGINEERING E_ LLC OR THE LOCAL BUILDING AUTHORITY. F FLOOR SYSTEMS SHALL BE IN PLACE PRIOR TO BACKFILLING OR ADEQUATE BRACING OR SHORING SHALL BE PROVIDED. U O N g. THE BACKFILL SHALL BE PLACED IN SMALL LIFTS AND COMPACTED ACCORDING TO THE RECOMMENDATIONS IN THE SOIL REPORT, OL Q I� h. ALL FOUNDATION WALLS SHALL BE A MINIMUM OF 6" ABOVE FINISHED GRADE. GRADE MUST SLOPE AWAY FROM THE FOUNDATION W v WALLS A MINIMUM OF 6" IN THE FIRST 5 FEET. _ i. WALL HEIGHTS VARY. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF STEP DOWNS. VERIFY ALL STEP DOWNS WITH 2 BUILDER PRIOR TO CONSTRUCTION. j. IF WALL HEIGHTS EXCEED 12', UNFORESEEN CIRCUMSTANCES ARISE OR THE DESIGN SHOWN VARIES GREATLY FROM SITE CONDITIONS, NOTIFY HENDERSON ENGINEERING FOR FURTHER CONSULTATION. J, ALL CONCRETE SHALL BE PLACED CONTINUOUSLY. NO HORIZONTAL COLD JOINTS ARE ALLOWED WITHOUT APPROVAL OF THE ENGINEER. I. A PERIMETER DRAIN SHALL BE INSTALLED PER THE RECOMMENDATIONS FOUND IN THE SOIL INVESTIGATION. RETAINING WALLS SHALL HAVE 2"0 WEEP HOLES SPACED AT 48" O.C. 6" ABOVE LOWER GRADE LINE. m. PLATES, SILLS AND SLEEPERS SHALL BE TREATED WOOD ATTACHED WITH Yz" DIAMETER X 10" LONG ANCHOR BOLTS (7" EMBED). ANCHORS SHALL BE SPACED AT 4'-0" ON CENTER MAXIMUM, 12" FROM ALL CORNERS, WITH A MINIMUM OF 2 BOLTS PER PLATE. n. ALL INTERIOR NON-BEARING PARTITIONS AT THE BASEMENT LEVEL SHALL BE INSTALLED AS A FLOATING WALL, UNLESS CONSTRUCTED OVER A STRUCTURAL FLOOR INDEPENDENT FROM THE SUBSURFACE. REFER TO SOIL INVESTIGATION OF FURTHER DETAILS. o. ALL DIMENSIONS ON THE STRUCTURAL DRAWING SHALL BE CROSS- CHECKED AGAINST THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE BUILDER, ARCHITECT AND ENGINEER. p. INSTALL VAPOR BARRIER UNDER CRAWL SPACE AREAS. q. THIS FOUNDATION PLAN WAS DRAWN WITH THE DIMENSIONS SHOWN ON THE FOUNDATION PLAN DATED 1-17-2020, BY LUCID STUDIO. U 2. CONCRETE AND REINFORCING CF LF Q o. CONCRETE, CONCRETE PLACEMENT, DEBAR FABRICATION, AND DEBAR PLACEMENT SHALL CONFORM TO APPLICABLE PROVISIONS OF __1 TF ), ACI -318, AND ACI332-08. Q U b. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. a ALL EXTERIOR FLATWORK AND GARAGE SLABS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM w cn O COMPRESSIVE STRENGTH OF 3500 PSI CF U J. CEMENT SHALL BE TYPE IL Ui e. MAXIMUM SLUMP ALLOWED IS 5". L W ., L MECHANICAL VIBRATION IS REQUIRED FOR FOOTINGS AND WALLS. NO LIFTS GREATER THAN 24" ARE ALLOWED. U W g. ALL CONCRETE SHALL BE PROTECTED FROM FREEZING FOR A MINIMUM OF 36 HOURS. U H. DEFORMED BARS SHALL COMPLY WITH ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. i. CONCRETE COVER FOR REINFORCING I -- LL( CC CONCRETE CAST AGAINST THE EARTH: 3". CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH: 1Yp". CONCRETE SLABS: %14". j. REINFORCING SHALL BE KEPT CLEAN AND FREE OF ALL DIRT, OIL, SCALE AND RUST. FORMS SHOULD BE OILED PRIOR TO PLACEMENT OF REINFORCEMENT STEEL TO PREVENT CONTAMINATION. 0< k. LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. ALL BARS SHALL BE CONTINUOUS AROUND ALL CORNERS AND ALL STEP co HT DOWNS. (N I. ALL OPENINGSIN FOUNDATION WALLS SHALL BE REINFORCED WITH A MINIMUM OF TWO #5's. THIS REINFORCING SHALL EXTEND A MINIMUM OF 2'-6" BEYOND THE OPENING. m. ALL CONCRETE SLABS SHALL BE ISOLATED FROM THE FOUNDATION WALLS, STEEL COLUMNS AND UTILITY LINES. 3. STRUCTURAL STEEL a. ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, BEAMS TO ASTM A992 (Fy=50 ksi), ROUND POSTS TO ASTM A53 (GRADE B) SQUARE TUBE POSTS ASTM A50D (GRADE B). b. ALL BEAM SPLICES SHALL BE INSTALLED AS LOCATED AND DETAILED ON THE DRAWINGS. MINIMUM BEAM SPLICES SHALL BE %" PLATE WITH A MINIMUM OF (8) %"0 A325 BOLTS. SPLICES SHALL OCCUR 2'-0" OFF OF PIPE SUPPORT COLUMN LOCATION, UNLESS NOTED OTHERWISE. c. ALL BEAMS SHALL BE GROUTED SOLID INTO BEAM POCKETS WITH NON -SHRINK GROUT. d. ALL DEAD END BEAMS (SUICIDE BEAMS) SHALL BE BRACED TO THE FLOOR ABOVE WITH 2x4 KNEE BRACES. e. WHERE BEAMS CROSS EACH OTHER, SOLID STEEL SHIMS SHALL BE INSTALLED AND WELDED BETWEEN THE BEAMS. f. MINIMUM BEARING OF BEAMS IN BEAM POCKETS SHALL BE 3". g. POSTS ARE SPECIFIED WITH NOMINAL DIMENSIONS. (3"0 SCHD. 40=3Y" O.D., 31"0 SCHD. 40=4" O.D., 4"0 SCHD. 40+41/2" O.D., 5"0 SCHD. 40-512"O.D.). h. POST BASE PLATES SHALL BE SIZED AS LISTED BELOW . 3"0-Ya'X4"X8" • 3Yz'70-Yz"X4Y2''X8" • 4"0-A"X5"X10" 5% X"X6"X10" co AV 6"0-P,"X7"X 12" Go i. ALL ADJUSTABLE POSTS SHALL HAVE A MAXIMUM ADJUSTMENT OF 3". AT TIME OF INSTALLATION THE MAXIMUM SCREW EXTENSION O ~ n n m MUST BE 2" OR LESS. \ �A 00 0 j. ALL NON-ADJUSTABLE POSTS SHALL HAVE SOLID STEEL SHIMS INSTALLED BETWEEN THE PLATE AND BEAM AS REQUIRED. OO J. ALL STEEL COLUMNS SHALL BE WELDED TO THE BEAM BELOW AND ABOVE (AS APPLICABLE) OR ATTACHED TO THE CONCRETE VJ % DO FOOTING WITH A MINIMUM OF (1) Y" DIAMETER EXPANSION ANCHOR.cn < O O I. CAST IN PLACE ANCHOR BOLTS SHALL CONFORM TO ASTM A307. F- O -E- 4. BASEMENT FLOOR CONSTRUCTION z w , Lc) Y O o, BUILDER AND OWNER MUST BE AWARE OF THE RISK OF SLAB ON GRADE CONSTRUCTION (SLAB MAY MOVE AND CRACK), AND HAVE oc Q7 rM OPTED FOR SLAB ON GRADE CONSTRUCTION, GIVEN THE INHERIT RISKS OF SLAB ON GRADE CONSTRUCTION. v'� b. TO MINIMIZE MOVEMENT AND DAMAGE, ALL RECOMMENDATIONS IN THE SOIL REPORT MUST BE FOLLOWED. o O E M c. HENDERSON ENGINEERING LLC WILL NOT ACCEPT ANY LIABILITY FOR DAMAGE TO ANY PORTION OF THE SLAB ON GRADE, OR ANY �J m FUTURE FINISHED SPACES CONSTRUCTED OVER THE SLAB ON GRADE. c W S I SHOULD 10" x CONTINUOUS Ya 55 T )P AND #4 VERTICALS • B TTOM 'XTENDED TO WITHIN ?" OF TOP OF WALL DETAIL 113 4" BRICK LEDGE _ A BEND INSIDE #5 AROUND POCKET HEIGHT OF POCKET VARIES FOR BEAM SIZE, OPENING TOP OF WALL GREATER THAN BEAM SIZE (2) #5 TOP BARS ADD #5 X48" LONG BEHIND POCKET Tl/CORNER ASN REQUIOUND ED ADD #5 x48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131 DEEP BEAM POCKET 1�P..:...1.F. z„ GOvQV, HENp�9 FO (1) #4 a z. CONTINUOUS ADD #4 VERTICALS FSS/ONALEN� @ 18" C.C. MIN 36" LONG (2) #5'S TOP AND B BOTTOM Lj STAMP STANDARD DRAWN BY: JM 2'/e"� VERT REINFORCING SEE FULL WALL DETAIL ISSUE DATE: 1-5-21 REVISIONS: 3-31-21 brick ledge DETAIL 133 117/8" JOIST LEDGE SCALE VARIES PROJECT # 20-140 pl W heat v R e`i/a'n9 D�g`oC ANCHOR BOLT MUST PROJECT THROUGH TOE ATTACH SHEATHING PLATE TO PLATES W/ ad UPPER PLATE TO NAILS @ 6" O.C. MATCH WALL SIZE WOOD "I" TREATED JOIST 2X4 PLATE rSoLDBLOCKNGATTACH TREATED 2X4SLEEPER TO FOUNDATION EN JOISTS WALL W/ (1) %"0 EXPANSION BOLT @ 36" O.C. OR (1) X-ZF 47PSSS23 POWDER ACTUATED PIN @ 16" O.C. DETAIL 506 JOIST LEDGE DETAIL 1"_l'_0" ANCHOR BOLT ATTACH SHEATHING MUST PROJECT TO PLATES W/ 8d THROUGH TOE NAILS @ 6" O.C. PLATE TREATED PLATE WOOD "I"JOIST TO MATCH WALL ABOVE IN II,I=U,,IIU DETAIL 507 JOISTS PARALLEL TO FDN 11 1 1 1 0 11-11-011 ATTACH SLEEPER TO STEEL 2x LUMBER SLEEPER BEAM W/ (1) 3/e"0 CARRIAGE FLUSH W/ EACH EDGE BOLT @ 36" O.C. OR (1) OF BEAM FLANGE SINGLE X-ZF 47PSSS23 POWDER MEMBER MAY BE USED ACTUATED PIN @ 16" O.C. ON NARROWER BEAMS WOOD "I" '/a OSB SHEATHING JOIST MUST LAP OVER BEAM MIN OF 12" ITS SERIES FANG[R TO MATCH JOIST SIZE DETAIL 503a STEEL FLUSH BEAM 11 1 1 1 0 ATTACH SLEEPER TO STEEL BEAM W/ (1) e"0 CARRIAGE BOLT @ 36 O.C. OR (1) X-ZF 47PSSS23 POWDER 2x6 LUMBER ACTUATED PIN @ 16" O.C. SLEEPER ALTERNATE SIDES OF WEB WOOD "I" JOIST DETAIL 503b STEEL FLUSH BEAM 1"_l'_0" GA IAGE 506 MUD STAR ANDING S • 2x8 JOISTS 0 • 2x8 LEDGER, ATTACH TO MIT11.88 FRAMF WAL "0 > ANC OR 32" O.C. _ (2) 2x LA ING BEAM, 4BEAM POST TO ON BELOW6x6 OST1.81/11 A A66Z ASEFl.IT11.88 ( ) 1i'4"x11°/8 LA MI 1.88 509 t S1 SOLID BLOCKING NAIL J01 TO TO SLEEPER BETWEEIN7JOISTS W/ (2) 10d NAILS WOOD "I" ATTACH SLEEPER TO STEEL JOIST BEAM W/ (1) %"0 CARRIAGE 2x6 LUMBER BOLT @ 36" O.C. OR (1) SLEEPER X-ZF 47P8SS23 POWDER ACTUATED PIN @ 16" O.C. ALTERNATE SIDES OF WEB DETAL 504 STEEL DROP BEAM 1"_l'_0" E F G - < m-O- %e"0 ANCHOR T @ 12" O.C. P, s 14G ABOV€, — ADJUST JOIST LAYOUT As REQUIRED ro — TYP. 3/16"A O O )4 X5Y7X3 Oyl TDP PLATE STEEL POST 8/a7x$2 x33" BASE PLATE 3/187 (4) %"l ANc oRs DETAIL 505 STEEL COLUMN 11 1 1 1 0 H J -00- SQUASH BLOCK UNDER POINT LOAD ABOVE, TYPICAL 4x4 POST ABA44Z BASE BCH CAP TYP. 4 ABA44Z BASE DIRECTLY FROM BEAM TO FDN 6 Vim `¢ o a xm a m �JN - 2X12 LEDGER W/ 1 5/870 ANCHOR BOT @ 12' O.C. MIN. EMBED= 4" 506 S1 r o � HUC412 WF (16) Ya"x18/4" CONCRETE THEN 2 SCREWS i )� BED 5 r506iT S1 S JS�\tT ERiE'F - CAND ELEVATIONS PRIOR TO CONSTRUCTION DETAIL 516.10 WELDED "T" CONNECTION 1"-1'-0" 7'x4"x4";Sie' L ,fie"0 HOLE FOR V"0 ANGLE IRON CLIPS A325 BOLT TYP (6 TOTAL) DETAIL 517.10 BOLTED 11T11 CONNECTION 1"_l'_0" FRAMING NOTES: 1. LUMBER a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWC, NDS. b. ALL STRUCTURAL FRAMING INCLUDING; HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR #2 OR BETTER. c. ALL STUDS LESS THEN OR EQUAL TO 10'-0" SHALL BE HEM FIR STUD GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR #2 OR BETTER. d. ALL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE DF -L #1 OR BETTER. e. WOOD "I" JOISTS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. IF VARIATIONS BETWEEN THOSE SPECIFICATIONS AND THIS PLAN ARE FOUND CONTACT ENGINEER FOR CLARIFICATION. SUBSTITUTIONS OF "I" JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN APPROVED EQUAL. f. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g. ALL EXTERIOR GLU-LAM BEAMS TO BE ALASKAN CEDAR 20F -V12 F. ALL OTHER GLU-LAM BEAMS TO BE DOUGLAS FIR 24F -V4 2. STEEL a. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). b. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE B) STEEL COLUMNS. c. NOMINAL COLUMN DIAMETERS ARE LISTED (3"0=3 R"OD, 3 Y"0=4" OR, 4"Q-4 R"OD, 5"C-5 R"O.D.) d. ALL SQUARE TUBE SHAPES SHALL BE ASTM A500 (GRADE B). e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL BE BOLTED TO THE CONCRETE WITH A MIN OF (1) Y"0 EXPANSION BOLT. f. ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM A36. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A �," FILLET WELD OF E70xx ELECTRODE. F. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS WITH A MIN OF 3/e" PLATE AND (8) %" 0 A325 BOLTS. 1. MINIMUM BEARING FOR STEEL BEAMS IS 3". L GROUT ALL BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND SHIMMED. 3. CONNECTIONS a. ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE CORPORATION. OTHER MANUFACTURER PRODUCTS ARE ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. b. HANGERS FOR "I" JOISTS TO BE SIZED PER JOIST MANUFACTURER RECOMMENDATIONS. c PROVIDE MIN. OF H2.5T TRUSS CLIPS AT ALL TRUSS BEARING POINTS, PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY BE REQUIRED BY THE TRUSS DESIGNER. d. SILL PLATES SHALL BE ATTACHED W/ Y"O ANCHOR BOLTS AT FOR FEET MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER PLATE. e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON STEEL BEAMS, TO THE STEEL BEAM WITH X-ZF 47 P8523 POWDER ACTUATED PINS AT 32" O.C., OR %" THRU BOLTS @ 48" O.C. INTO THE TOP FLANGE OF THE BEAMS. 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x10'S UNLESS NOTED OTHERWISE. R. FOR POP WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x4 TRIMMER AND (1) 2x4 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 20 TRIMMERS AND (2) 20 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'-0". c. FOR 2X6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x6 TRIMMER AND (1) 2x6 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'-0". d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF EITHER LOOKOUT RAFTERS OR VAULTED GABLE END TRUSS WITH 1 PIECE STUDS. BLOCKING MAY BE REQUIRED ON WALLS TALLER THAN 10'-0 E ALL POINT LOADS SHALL BE CARRIED DOWN AND BEAR DIRECTLY ON THE FOUNDATION WALL OR BEAM. EACH POST MUST INCREASE BY ONE PLY FOR EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS ARE REQUIRED BETWEEN FLOORS. g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS THAN 1Y" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2x6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 2x6 MEMBERS IS 6' I. ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE SUPPLIERS RECOMMENDATIONS. j. 2 -PLY STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS @ 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. k. 3 -PLY STUDS SHALL BE NAILED THE SAME AS THE 2 -PLY W/ THE THIRD PLY NAILED TO THE 2 -PLY W/ (2) 16d NAILS @ 16" O.C. I. 4 & 5 -PLY STUDS SHALL BE NAILED THE SAME AS THE 3 -PLY W/ CS16 STRAPS TOP & BOTTOM. m. 6 & 7 -PLY STUDS SHALL BE NAILED THE SAME AS THE 3 -PLY W/ CS16 STRAPS TOP, CENTER, & BOTTOM. n. EXTERIOR WALL SHEATHING SHALL BE'/e" OSB NAILED WITH Sd NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT EDGE OR 15ga. x 1A/"LONG x 7/6" WIDE STAPLES AT 8" O.C. IN FIELD AND 4" O.C. AT EDGE, OR 16go. x 13/4"LONG x /s" WIDE AT 6" O.C. IN FIELD AND 3" O.C. AT EDGE. o. ROOF SHEATHING SHALL BE 1s/32" OSB W/ 8d NAILS AT 6" O.C. EDGE AND 10" O.C. FIELD NAILING. p. FLOOR SHEATHING SHALL BE MINIMUM A," OSB W/ 8d NAILS AT 6" O.C. EDGE AND 12" O.C. FIELD NAILING. q. INTERIOR WALL SHEATHING SHALL BE Y" DRYWALL W/ 1)'4"x#6 DRYWALL SCREWS AT 8" O.C. r. ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 5. GENERAL a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF PLUMBING IN REFERENCE TO FLOOR FRAMING. b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO THE FOUNDATION WALLS, PROVIDE PERPENDICULAR SOLID BLOCKING AT 4'-0" ON CENTER FOR THE FIRST 3 BAYS. c. PROVIDE SOLID BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT ROTATION. d. PROVIDE SOLID BLOCKING AT ALL TRUSS RIDGES, HIPS AND VALLEYS. e. PROVIDE SOLID BLOCKING AT INTERMEDIATE BEARING FOR FLOOR JOISTS WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS NOT REQUIRED WHEN THERE IS NO SPLICE OR BEARING WALL ABOVE. FLOOR LOADS ROOF LOADS 40 PST LIVE 30 PST SNOW 15 PST DEAD 30 PST DEAD 55 PST TOTAL 60 PSF TOTAL DECK LOADS WIND LOADS 40 PST LIVE 105 MPH (3 SEC GUST) 10 PST DEAD EXPOSURE "C" 50 PST TOTAL CODE REFRENCES: IRC 2012 AISC 13th EDITION ACI 318-11 nc`N heat AWC, NDS 2012 9 U 011 o r7 r7 0 0 > CO CC Q 03 = O O U O TH N CC � EE �C U O O W v S ANCHOR BOLT MUST PROJECT THROUGH ATTACH SHEATHING TOE PLATE TO PLATES W/ 8d UPPER PLATE TO NAILS @ 6" O.C. E MATCH ALL SIZE LY 0' WOOD "I" TREATED PLATE � O JOIST FLUSH W INSIDE OF FDN WALL (n O ILII=-,IIII` LLE ° c l� U Q VV L�_� ITS SERIES HANGER TO MATCH JOIST SIZE — DETAIL 509 JOISTS PERPENDICULAR TO FDN 11-11-011 ATTACH SLEEPER TO STEEL 2x LUMBER SLEEPER BEAM W/ (1) 3/e"0 CARRIAGE FLUSH W/ EACH EDGE BOLT @ 36" O.C. OR (1) OF BEAM FLANGE SINGLE X-ZF 47PSSS23 POWDER MEMBER MAY BE USED ACTUATED PIN @ 16" O.C. ON NARROWER BEAMS WOOD "I" '/a OSB SHEATHING JOIST MUST LAP OVER BEAM MIN OF 12" ITS SERIES FANG[R TO MATCH JOIST SIZE DETAIL 503a STEEL FLUSH BEAM 11 1 1 1 0 ATTACH SLEEPER TO STEEL BEAM W/ (1) e"0 CARRIAGE BOLT @ 36 O.C. OR (1) X-ZF 47PSSS23 POWDER 2x6 LUMBER ACTUATED PIN @ 16" O.C. SLEEPER ALTERNATE SIDES OF WEB WOOD "I" JOIST DETAIL 503b STEEL FLUSH BEAM 1"_l'_0" GA IAGE 506 MUD STAR ANDING S • 2x8 JOISTS 0 • 2x8 LEDGER, ATTACH TO MIT11.88 FRAMF WAL "0 > ANC OR 32" O.C. _ (2) 2x LA ING BEAM, 4BEAM POST TO ON BELOW6x6 OST1.81/11 A A66Z ASEFl.IT11.88 ( ) 1i'4"x11°/8 LA MI 1.88 509 t S1 SOLID BLOCKING NAIL J01 TO TO SLEEPER BETWEEIN7JOISTS W/ (2) 10d NAILS WOOD "I" ATTACH SLEEPER TO STEEL JOIST BEAM W/ (1) %"0 CARRIAGE 2x6 LUMBER BOLT @ 36" O.C. OR (1) SLEEPER X-ZF 47P8SS23 POWDER ACTUATED PIN @ 16" O.C. ALTERNATE SIDES OF WEB DETAL 504 STEEL DROP BEAM 1"_l'_0" E F G - < m-O- %e"0 ANCHOR T @ 12" O.C. P, s 14G ABOV€, — ADJUST JOIST LAYOUT As REQUIRED ro — TYP. 3/16"A O O )4 X5Y7X3 Oyl TDP PLATE STEEL POST 8/a7x$2 x33" BASE PLATE 3/187 (4) %"l ANc oRs DETAIL 505 STEEL COLUMN 11 1 1 1 0 H J -00- SQUASH BLOCK UNDER POINT LOAD ABOVE, TYPICAL 4x4 POST ABA44Z BASE BCH CAP TYP. 4 ABA44Z BASE DIRECTLY FROM BEAM TO FDN 6 Vim `¢ o a xm a m �JN - 2X12 LEDGER W/ 1 5/870 ANCHOR BOT @ 12' O.C. MIN. EMBED= 4" 506 S1 r o � HUC412 WF (16) Ya"x18/4" CONCRETE THEN 2 SCREWS i )� BED 5 r506iT S1 S JS�\tT ERiE'F - CAND ELEVATIONS PRIOR TO CONSTRUCTION DETAIL 516.10 WELDED "T" CONNECTION 1"-1'-0" 7'x4"x4";Sie' L ,fie"0 HOLE FOR V"0 ANGLE IRON CLIPS A325 BOLT TYP (6 TOTAL) DETAIL 517.10 BOLTED 11T11 CONNECTION 1"_l'_0" FRAMING NOTES: 1. LUMBER a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWC, NDS. b. ALL STRUCTURAL FRAMING INCLUDING; HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR #2 OR BETTER. c. ALL STUDS LESS THEN OR EQUAL TO 10'-0" SHALL BE HEM FIR STUD GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR #2 OR BETTER. d. ALL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE DF -L #1 OR BETTER. e. WOOD "I" JOISTS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. IF VARIATIONS BETWEEN THOSE SPECIFICATIONS AND THIS PLAN ARE FOUND CONTACT ENGINEER FOR CLARIFICATION. SUBSTITUTIONS OF "I" JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN APPROVED EQUAL. f. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g. ALL EXTERIOR GLU-LAM BEAMS TO BE ALASKAN CEDAR 20F -V12 F. ALL OTHER GLU-LAM BEAMS TO BE DOUGLAS FIR 24F -V4 2. STEEL a. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). b. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE B) STEEL COLUMNS. c. NOMINAL COLUMN DIAMETERS ARE LISTED (3"0=3 R"OD, 3 Y"0=4" OR, 4"Q-4 R"OD, 5"C-5 R"O.D.) d. ALL SQUARE TUBE SHAPES SHALL BE ASTM A500 (GRADE B). e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL BE BOLTED TO THE CONCRETE WITH A MIN OF (1) Y"0 EXPANSION BOLT. f. ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM A36. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A �," FILLET WELD OF E70xx ELECTRODE. F. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS WITH A MIN OF 3/e" PLATE AND (8) %" 0 A325 BOLTS. 1. MINIMUM BEARING FOR STEEL BEAMS IS 3". L GROUT ALL BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND SHIMMED. 3. CONNECTIONS a. ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE CORPORATION. OTHER MANUFACTURER PRODUCTS ARE ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. b. HANGERS FOR "I" JOISTS TO BE SIZED PER JOIST MANUFACTURER RECOMMENDATIONS. c PROVIDE MIN. OF H2.5T TRUSS CLIPS AT ALL TRUSS BEARING POINTS, PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY BE REQUIRED BY THE TRUSS DESIGNER. d. SILL PLATES SHALL BE ATTACHED W/ Y"O ANCHOR BOLTS AT FOR FEET MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER PLATE. e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON STEEL BEAMS, TO THE STEEL BEAM WITH X-ZF 47 P8523 POWDER ACTUATED PINS AT 32" O.C., OR %" THRU BOLTS @ 48" O.C. INTO THE TOP FLANGE OF THE BEAMS. 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x10'S UNLESS NOTED OTHERWISE. R. FOR POP WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x4 TRIMMER AND (1) 2x4 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 20 TRIMMERS AND (2) 20 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'-0". c. FOR 2X6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x6 TRIMMER AND (1) 2x6 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'-0". d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF EITHER LOOKOUT RAFTERS OR VAULTED GABLE END TRUSS WITH 1 PIECE STUDS. BLOCKING MAY BE REQUIRED ON WALLS TALLER THAN 10'-0 E ALL POINT LOADS SHALL BE CARRIED DOWN AND BEAR DIRECTLY ON THE FOUNDATION WALL OR BEAM. EACH POST MUST INCREASE BY ONE PLY FOR EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS ARE REQUIRED BETWEEN FLOORS. g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS THAN 1Y" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2x6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 2x6 MEMBERS IS 6' I. ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE SUPPLIERS RECOMMENDATIONS. j. 2 -PLY STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS @ 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. k. 3 -PLY STUDS SHALL BE NAILED THE SAME AS THE 2 -PLY W/ THE THIRD PLY NAILED TO THE 2 -PLY W/ (2) 16d NAILS @ 16" O.C. I. 4 & 5 -PLY STUDS SHALL BE NAILED THE SAME AS THE 3 -PLY W/ CS16 STRAPS TOP & BOTTOM. m. 6 & 7 -PLY STUDS SHALL BE NAILED THE SAME AS THE 3 -PLY W/ CS16 STRAPS TOP, CENTER, & BOTTOM. n. EXTERIOR WALL SHEATHING SHALL BE'/e" OSB NAILED WITH Sd NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT EDGE OR 15ga. x 1A/"LONG x 7/6" WIDE STAPLES AT 8" O.C. IN FIELD AND 4" O.C. AT EDGE, OR 16go. x 13/4"LONG x /s" WIDE AT 6" O.C. IN FIELD AND 3" O.C. AT EDGE. o. ROOF SHEATHING SHALL BE 1s/32" OSB W/ 8d NAILS AT 6" O.C. EDGE AND 10" O.C. FIELD NAILING. p. FLOOR SHEATHING SHALL BE MINIMUM A," OSB W/ 8d NAILS AT 6" O.C. EDGE AND 12" O.C. FIELD NAILING. q. INTERIOR WALL SHEATHING SHALL BE Y" DRYWALL W/ 1)'4"x#6 DRYWALL SCREWS AT 8" O.C. r. ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 5. GENERAL a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF PLUMBING IN REFERENCE TO FLOOR FRAMING. b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO THE FOUNDATION WALLS, PROVIDE PERPENDICULAR SOLID BLOCKING AT 4'-0" ON CENTER FOR THE FIRST 3 BAYS. c. PROVIDE SOLID BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT ROTATION. d. PROVIDE SOLID BLOCKING AT ALL TRUSS RIDGES, HIPS AND VALLEYS. e. PROVIDE SOLID BLOCKING AT INTERMEDIATE BEARING FOR FLOOR JOISTS WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS NOT REQUIRED WHEN THERE IS NO SPLICE OR BEARING WALL ABOVE. FLOOR LOADS ROOF LOADS 40 PST LIVE 30 PST SNOW 15 PST DEAD 30 PST DEAD 55 PST TOTAL 60 PSF TOTAL DECK LOADS WIND LOADS 40 PST LIVE 105 MPH (3 SEC GUST) 10 PST DEAD EXPOSURE "C" 50 PST TOTAL CODE REFRENCES: IRC 2012 AISC 13th EDITION ACI 318-11 nc`N heat AWC, NDS 2012 9 U 011 o r7 r7 0 0 > CO CC Q 03 = O O U O TH N CC � EE �C U O O W v S C n O � I- 00 o m O Y O C E O O I\IL/I < OC O V U C3 C3 Cn Ow Ln AP CD O D AP < U C O OW O STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: 3-24-21 section tags 3-31-21 brick ledge SCALE Y4 —1'-0' PROJECT # 20-140 Sl 0/ Q O E LY 0' W � O L (n O U Q VV LL LLI LLL 0V LY O F O Q 00 W ZZE CN Q >_> C n O � I- 00 o m O Y O C E O O I\IL/I < OC O V U C3 C3 Cn Ow Ln AP CD O D AP < U C O OW O STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: 3-24-21 section tags 3-31-21 brick ledge SCALE Y4 —1'-0' PROJECT # 20-140 Sl 0/ DETAIL 522b INTERMITTENT GARAGE PORTAL (PEH) Y2"-1'-0,. Y1e" OSB FOUNDATION WALL (2) 16d NAILS @ 3" O.C. FROM PLATE TO HEADER, AT ENDS ONLY LSTA24 A) 1 B I (-C 1 1 D SB� 6� OTNER �NGINEE ED TPU TOP PLATE MUST • 2x8 JOIS S ® 16" O.C. BE CONTINOUS HEADER (CONTINUOUS ACROSS WIDTH OF WALL) FASTEN SHEATHING TO HEADER W/ 8d COMMON NAILS IN 3" • (2) 2x8 GRID PATTERN AS SHOWN & O D 3" O.C. TO ALL OTHER BEAMS BELOW C-) FRAMING MEMBERS (STUDS, Nw SILLS, SILL PLATE), TYPICAL CA IT DEAM o STRAP HEADER TO (f� 2.1 LED ER W/ m TRIMMER W/ LSTA24 (1) DWS 2400DB PV BOTH SIDES OF OPENING, SCREW4, 6" O.C. INSTALL INSIDE OF WALL U 2x6 POSTS Y4"x5"x5" FSE MINIMUM (2) 2x4, U EPV RIM SEE DETAIL TYPICAL 2x6 .S. (2) 2x6 FLUSH B�A� HOR L IF PANEL SPLICE IS NEEDED IT (3) 2x6 POST - - a o SHALL OCCUR WITHIN 24" OF w x m MIO HEIGHT. FLAT BLOCK IS EIV �v U REQUIRED (3) EGG POST w C:) x= HTT4 TIE -DOWN, NAIL F - w w TO FRAMING J s/8"0 ANCHOR @ CENTER OF .a WALL, W/ Y1s'x2x"2" PLATE Q EIV 00 LU WASHER, EMBED 7" O s = El_ ad COMMON NAILS @ 3" CZ O.C. TOP & BOTTOM _ e DETAIL 522b INTERMITTENT GARAGE PORTAL (PEH) Y2"-1'-0,. Y1e" OSB FOUNDATION WALL (2) 16d NAILS @ 3" O.C. FROM PLATE TO HEADER, AT ENDS ONLY LSTA24 A) 1 B I (-C 1 1 D SB� 6� OTNER �NGINEE ED TPU � Foyer ' Porch x U"x5"x5" 3 2x6 POST FLUSH B HSS POST ;ULC612 USHSr 1y oxo ria —(<') 2xb I HIMf — — - - — 2 2x6 K.S. — — 1Y4"x1 n/a' 2x10 HDR T.S. RIM JOIST TYP. 2x4 POST (2) 2x6 POST HHUS5.50/10 Y4'V3Y2"x3Y2" 3 x10 HDR 3) 2x10 — �T POST 1�4 XI a LVF FLUSH BEAM PPqT 1 1W"x11°/" LVL x FLUSH BEAM m a J w Dining D Kitchen o PLUMBING ABOVE, ARI G ALL ADJUST JOIST LAYOUT AS REQUIRED A FEE. 4 x 2 x z (2) 2x6 T SS POST - � - - 3 2x10- E F G H J - -O- - -OO- S UASH BLOCK UIIIDER POINT LOAD ABOVE, (TYPICAL 0 W1ox12# O"x15"xs' HSS POST F STEEL BEAM EXTEND THROUGH - BOLTED T CONNECTION DE K TO FDN BELOW SEE DETAIL 517.10 (2) Lx6 PUS �� I o m EE N m a o Living �D o 0 @ 0 = m m. m 0 STAT LANDING • 2x8 JOIS S ® 16" O.C. • 2xa LEDG R, ATTACH TO FRAME WALL( WITH (2) 16d S ' No 0 No STRUCTURAL • (2) 2x8 AM 'ND N. BEAM, O D POST TO BEAMS BELOW C-) m Nw U.Stair CA IT DEAM o LL (f� 2.1 LED ER W/ m O (1) DWS 2400DB PV SCREW4, 6" O.C. 2x6—TMST- U 2x6 POSTS Y4"x5"x5" FSE POST .� U EPV RIM SEE DETAIL 05/S1 ry w m � ow w 2x6 .S. (2) 2x6 FLUSH B�A� HOR 3m tt (3) 2x6 POST - - a o w x � Foyer ' Porch x U"x5"x5" 3 2x6 POST FLUSH B HSS POST ;ULC612 USHSr 1y oxo ria —(<') 2xb I HIMf — — - - — 2 2x6 K.S. — — 1Y4"x1 n/a' 2x10 HDR T.S. RIM JOIST TYP. 2x4 POST (2) 2x6 POST HHUS5.50/10 Y4'V3Y2"x3Y2" 3 x10 HDR 3) 2x10 — �T POST 1�4 XI a LVF FLUSH BEAM PPqT 1 1W"x11°/" LVL x FLUSH BEAM m a J w Dining D Kitchen o PLUMBING ABOVE, ARI G ALL ADJUST JOIST LAYOUT AS REQUIRED A FEE. 4 x 2 x z (2) 2x6 T SS POST - � - - 3 2x10- E F G H J - -O- - -OO- S UASH BLOCK UIIIDER POINT LOAD ABOVE, (TYPICAL 0 W1ox12# O"x15"xs' HSS POST F STEEL BEAM EXTEND THROUGH - BOLTED T CONNECTION DE K TO FDN BELOW SEE DETAIL 517.10 (2) Lx6 PUS �� I o m EE N m a o Living �D o 0 @ 0 = m m. m 0 I - Ya"f"x5" HSS POST No 0 No STRUCTURAL GE T w� O D — w C-) m Nw z o LL (f� m O 3i PV 2x6—TMST- (n 2x6 POSTS 3 2x10 HDR U EPV RIM x6 2x6 .S. VV s) 2x10 HOR (3) 2x6 POST - - 0 w x m 0 EIV �v U O (3) EGG POST w C:) x= F - w w J j .a I� Q EIV 00 LU z)zw O s = El_ w CZ ^m FLUSH EAM BE ING WALL � Foyer ' Porch x U"x5"x5" 3 2x6 POST FLUSH B HSS POST ;ULC612 USHSr 1y oxo ria —(<') 2xb I HIMf — — - - — 2 2x6 K.S. — — 1Y4"x1 n/a' 2x10 HDR T.S. RIM JOIST TYP. 2x4 POST (2) 2x6 POST HHUS5.50/10 Y4'V3Y2"x3Y2" 3 x10 HDR 3) 2x10 — �T POST 1�4 XI a LVF FLUSH BEAM PPqT 1 1W"x11°/" LVL x FLUSH BEAM m a J w Dining D Kitchen o PLUMBING ABOVE, ARI G ALL ADJUST JOIST LAYOUT AS REQUIRED A FEE. 4 x 2 x z (2) 2x6 T SS POST - � - - 3 2x10- E F G H J - -O- - -OO- S UASH BLOCK UIIIDER POINT LOAD ABOVE, (TYPICAL 0 W1ox12# O"x15"xs' HSS POST F STEEL BEAM EXTEND THROUGH - BOLTED T CONNECTION DE K TO FDN BELOW SEE DETAIL 517.10 (2) Lx6 PUS �� I o m EE N m a o Living �D o 0 @ 0 = m m. m 0 - rT O w o 00 Q 03 - un = O O O (n co TH N O 0' O O CH Ya"f"x5" HSS POST No STRUCTURAL GE O a w C-) m Nw o LL (f� m O 3i PV (n O Q U EPV RIM x6 2x6 .S. VV s) 2x10 HOR (3) 2x6 POST - - 0 w x w 0 EIV �v U O (3) EGG POST w C:) - rT O w o 00 Q 03 - un = O O O (n co TH N O 0' O O CH STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: oEWheatQ 3-31-21 arch revisions a garage roof rg W; 4-12-21 arch updates SCALE )/4"—l'—O" PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION SZ) EEV Q O a C-) LL (f� O PV (n O Q U EPV VV LT w w EIV w U O w C:) O F - w w I� Q EIV 00 LU w CN = El_ CZ STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: oEWheatQ 3-31-21 arch revisions a garage roof rg W; 4-12-21 arch updates SCALE )/4"—l'—O" PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION SZ) SHEATHING CONTINU( @ PARA RIM PER N w Ng LJL IMIL DD RAFTERS/PARAPET PERPENDICULAR TO WALL 1 "_ V-0" WOOD "I -JOISTS" PER PLAN 2.6 LEDGER, ATTACH TO WALL EXTEND EXTERIOR WITH (2) 16d BEARING WALL TO NAILS @ 16° TOP OF PARAPET O.C. DETAIL 552 RAFTERSELPARAPET PARALLEL TO WALL 1 "_ V-0" H J -00- O O O 0wo� oQ=0, = O 0 n 03U ( I LH An CD EK O U o CH co � L, Oo� C n O UP I- 000 0 �oCAU O 0 0 E cn <0, ou L � 03 O C:: L PC O E O O O O O STAMP JM ISSUE DATE: 1-5-21 REVISIONS: 3-31-21 new solar panels .d° W heal R,a SCALE Ya"=1'— PROJECT # 20-140 e`//a'n9 D�g`oC j i TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S3�� 0 L Q LLD � LL < 0 (n 0 u :> Q [Y LL F w u LL 0 000 N Q L Z Oo� C n O UP I- 000 0 �oCAU O 0 0 E cn <0, ou L � 03 O C:: L PC O E O O O O O STAMP JM ISSUE DATE: 1-5-21 REVISIONS: 3-31-21 new solar panels .d° W heal R,a SCALE Ya"=1'— PROJECT # 20-140 e`//a'n9 D�g`oC j i TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION S3�� THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. ASPHALT SHINGLES, M 50 YR. W/ HIGH WIND ASPHALT SHINGLES, 50 YR. W/ HIGH WIND 60 MIL 'GREY' TPO W 00 wp (1) LAYER SYNTHETIC ROOFING MEMBRANE, U 60 MIL. 'GREY' TPO UNDERLAYMENT (1)LAYER SYNTHETIC ADHERED ROOFING MEMBRANE, = W UNDERLAYMENT TPO BONDING ADHESIVE FINISHVARIES, ADHERED CE & WATER SHIELD NW F- TPO BONDING III* ALL EAVES, RUN NO Z��CE &WATER SHIELD — — — — — 1 — —_ 1/2" DENSDECK PRIME, N ADHESIVE LESS THAN 24" PAST ALL EAVES, RUN NO LESS THAN 24" PAST MECH-ATTACHED, TYP. UNDERLAYMENT, TYP. THE INTERIOR WARM 1/2" DENSDECK PRIME,SIDE OF EXT WALLS THE INTERIOR WARM TAPERED INSULATION ADHERED W/ SIDE OF EXT WALLS z_ SYSTEM, EPS PLYWOOD SUBFLOOR, — — — — — — — — — — — INSULATION ADHESIVE , PLYWOOD SUBFLOOR, 3/4" EXT. PLYWOOD FASTENERS &PLATES RE: STRUC. Oly-Bond' RE: STRUC. ROOF DECKING 12F, 16P, 24C PER BD. -JOISTS EXT. GRADE 4" CLOSED -CELL PLYWOOD SUBFLOOR, RE: STRUC. PLYWOOD DECKING, SPRAY FOAM 4" CLOSED -CELL RE: STRUC. RE: STRUC. INSULATION (R-24) SPRAY FOAM + ? INSULATION (R-24) T+ 4" CLOSED -CELL VENTED ROOF 8" BATT UNVENTED ROV\ OF UNVENTED ROOF SPRAY FOAM PT FRAMING, ASSEMBLY PER R806.1 NSULATION IR -25) u ASSEMBLY PER R806.5 8" BATT w ASSEMBLY PER R806.5 INSULATION (R24)BATT INSULATION a RE: STRUC. ILL TOTAL: R-49 MIN. INSULATION (R-25) PER CODE (R-30) TOTAL: R-49 MIN. 8" BATT VENTED ROOF INSULATION (R-25) ASSEMBLY PER WOOD -JOISTS, TOTAL: R-49 MIN. R806.1 RE: STRUC. WOOD I -JOISTS, RE: STRUC. 3/4" CVG HEMLOCK WOOD TRUSSES, 5/8" GYP. BD. 5/8" GYP. BD. 5/8" GYP. BD. T&G SOFFIT, PINT. 5 1/2" RE: STRUC. CEILING, PINT. CEILING, PINT. CLNG., PINT. 2ND FLOOR 2ND FLOOR BSMT. / 1ST FLOOR TYP. 5/8" GYP. BD. 2ND FLOOR CEILING, PINT. Or 3„ _ ,,_o,. 11 3„ = _8 0.91" 0.32" �+-- 5/8" GYP. BD. CLG., PINT. 4" MASONRY BRICK VENEER C 1 1/4 �— 5/8" GYP. BD. CLG., PINT. 5/8" GYP. BD. CLG., PINT. 1" AIR GAP, TYP. 15/16" BATTENS, VERT., CMT. BD. PANEL SIDING, HORZ. MASONRY BRICK TIE, TYP. LP SMARTSIDE 540 SERIES SMOOTH 10.25" 'ASPYRE' SHIPLAP SIDING EPDXY TOP COAT 5/16 x 16" VERT. PANEL SIDING SEALER EPDXY TOP COAT (1) LAYER WEATHER BARRIER V LP SMARTSIDE 38 SERIES SMOOTH (1) LAYER 'TYVEK' WEATHER BARRIER, LAP COUNTERFLASHING SEALER= z 111 LAYER 'TYVEK' WEATHER 1/2" PLYWOOD SHEATHING, ,0 BARRIER, LAP COUNTERFLASHING 24 GA. 'PAINT -LOC' BONDERIZED a- 4" CONCRETE SLAB, CONCRETE SLAB, a°` `° " RE: STRUC_ PLYWOOD SHEATHING, RE: STRUC. COUNTERFLASHING W/ HEM E RE: STRUC .., < a RE: STRUC.2X6 WOOD STUDS @ 16" O.C_, -"eAPPPLY <,Qa'° RE: STRUC_ SEALANT AT ALL HORZ. PLYWOOD SHEATHING, RE: STRUC. �.ae � REINFORCING STL. �1r ��° .�.r- w �" REINFORCING STEEL �. � T° VAPOR BARRIER PER CODE (R601.3) BREAKS 6" MIN. SEAM OFFSET 2X6 WOOD STUDS 16" O.C. , RE: STRUC.RE: ` a ` a STRUC 2X6 WOOD STUDS @ 16" O.C_, RE: STRUC. 5-1/2" BATT INSULATION R-20 MIN. RE: STRUC. 6 MIL. POLY VAPOR 6 MIL. POLY VAPOR VAPOR BARRIER PER CODE (R601.3) BARRIER BARRIER VAPOR BARRIER PER CODE (R601.3) 4" COMPACTED 1/2" GWB., PINT. 1" 5-1/2" BATT INSULATION (R-20) 5-1/2" BATT INSULATION PER GRAVEL COMPACTED SOIL: 1"x4" WALL BASE, PINT. CODE (R-20 BATT) RE: STRUC_ TYP. 1/2" GWB., PINT. 1/2" GWB., PINT. TERRA FIRMA: 24 GA. TYPE 304 SS WALL BASE COMPACT PER FLASHING W/ DRIP W/ HEM, 1"x4" POPLAR WALL BASE, PINT. 1"x4" WALL BASE, PINT. SOILS REPORT LAP TYVEK OVER FLASHING BASE 24 GA. 'PAINT -LOC' BONDERIZED 24 GA. 'PAINT -LOC' BONDERIZED III III III WALL BASE FLASHING W/ HEM, WALL BASE FLASHING W/ HEM, BRICK LEDGE RE: STRUC_ LAP TYVEK OVER FLASHING LAP TYVEK OVER FLASHING TERRA FIRMA TERRA FIRMA z o PROVIDE DRAINAGE WEEPS 24" O.C. 3/4 PROVIDE 1/4" MIN. GAP, PROVIDE 1/8" GAP W/ NO SEALANT Y REVERSE LEDGE, RE: BSMT PLAN LAP FNDN. WALL 1/2" MIN. 2" LAP FNDN. WALL 1/2" MIN. 1/2" 5 1/2" 1/2" 3/4" BRICK LEDGE 1/2" REVERSE LEDGEE ry� �py�(�(]�py� ((���(]� �(]� {{�� "all C41e�J15�8111 "allkl I'llll 8Il (�ll�ll5 �] GIl a'do �25 ISlnllSo � 08a =THIN BRICK 5/8" GYP. BD. CLG., PINT. 5/8" GYP. BD. CLG., PINT. 5/8" GYP. BD. CLG., PINT. 5/8" GYP. BD. CLG., PINT. _a. 5/8" GYP. BD. CLG., PINT. CLG CLG a CLG CONCRETE FOUNDATION WALL, RE: STRUC. INSULATE PER CODE: R-19 MIN. 1/2" GWB., PINT. 1/2" GWB., PNT. 1/2" GWB., PINT. 1/2" GWB., PINT.as CAVITY INSULATION 2X6 WOOD STUDS @ 16" O.C_, RE: STRUC 2X6 WOOD STUDS 16" O.C., 2X4 WOOD STUDS 16" O.C., 2X4 WOOD STUDS 16" O.C., e. �. 2" PLAN PLN RE: STRUC PLAN RE: STRUC PLN RE:STRUCT. PLN 2X4 WOOD STUDS 16" O.C, 5-1/2" BATT INSULATION a SET-OFF FROM WALL 2" 1/2" GWB., PINT. 3-1/2" BATT INSULATION 1/2" GWB., PINT. 1/2" GWB., PINT. 1/2" GWB., PINT. a , 1/2" GWB., PINT. FLOATING BOT. PLATE, TYP, °ea _ FLR. FLR1"x4" POPLAR WALL BASE, 1"x4" POPLAR WALL BASE, FLR m 1"x4" POPLAR WALL BASE, 1"x4" POPLAR WALL BASE, PINT. PINT. n° 1"x4" POPLAR WALL BASE, PINT . PNT.CD PNT. \N heal Ok 3/4" 5 1/2" 3/4" 3/4" 5 1/2" 3/4" 3/4" 3 5/8" 3/4" 3/4" 3 5/8" 3/4" 5 1/2" 3/4" � 1/2" 1/2" 1L�/2" 1/2" 1/2" �ii�/h9D`VN411 111/2"�2jljl�p MM�/��j1 �1I�II11I71L�1/2" y��p71L� 1(�ajljl �ln1� �IllllSo �C�111 lSo � �I111�J141�o 5 3„ = 1,_8„ �vJ�/��j1 y��p71L� 71L� 1 �/A1V �IllllSo �C�lll 1501501111 3„ _ �._0,. �vJ171L�1/2" �/A1� �I111150 �C�lll l50 � �I111elJlyl�o 3 3„ = 1,_0„ �vJ171L�1/2" �/A1� �I111150 �CWII lSOl50o1111 2 3., = 1,_0„ jljl71L� �/A1� �I111150 ll 14111 �oUllS � �I111elJUl�o *> 3„ THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. VCU i N U cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: WALL/FLOOR/ROOF TYPES SHEET #: Al M rO W 00 wp U ''CC V/ W = W 0 J NW F- > III* W � TW 2 N VCU i N U cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: WALL/FLOOR/ROOF TYPES SHEET #: Al HDUED DOVE PLAN ■ 1 ANY AND ALL SUBCONTRACTORS WHOSE TRADES IN ANYWAY ARE INVOLVED WITH EARTH WORK SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY LOCATES AND PROVIDING DOCUMENTATION THAT ALL UTILITY LOCATES HAVE BEEN NOTIFIED - FLAGS SHALL BE CLEARLY VISIBLE PRIOR TO ANY GROUND BREAKING - WHERE CONFLICTS MAY OCCUR THE BUILDER SHALL BE NOTIFIED IMMEDIATELY PRIOR TO INSTALLATION - "CALL BEFORE YOU DIG = 811". 2 ALL WORK IN THE R.O.W. SHALL CONFORM TO CURRENT CITY OF LAKEWOOD, COUNTY OF JEFFERSON SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAY CONTRACTOR, AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED. SITE PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR R.O.W. WORK. THE UBCONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT R.O.W. PERMITS ASSOCIATED WITH C TRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTAL MORE THAN $20,000 REQUIRE A PERFORMANCE BOND. CONTACT THE R.O.W. IMSPECTOR FOR THIS AREA LEAST 48 HOURS BEFORE ANY R.O.W. PERMIT NEEDS. 4 VERIFY FINISH DE, UTILITY SERVICE CONNECTIONS, REQUIRED STEPS, RETAINING WALLS, LANDSCAPING IRRI ON, WOOD/STONE FENCES, CONCRETE PATIOS, AND GAS/WATER STUB -OUTS W/ OWNER PRIOR TO CONS CTION. 5 VERIFY LOCATION OF WATE UT -OFF & COLD WATER GROUND w/ BUILDER PRIOR TO CONSTRUCTION 6 ONE-HOUR FIRE -RATED CONSTRU N NOTE: WALLS WITHIN FIVE (5) FEET OF A PROPERTY LINE SHALL BE CONSTRUCTED OF A TEST NE -HOUR FIRE RATED ASSEMBLY. 7 ONE-HOUR FIRE -RATED SOFFIT CONST UC NOTE: SOFFITS WITHIN FIVE (5) FEET OF A PROPERTY LINE SHALL BE ONE-HOUR FIRE -RATED CONST TION PER IBC TABLE(S) R302.1(2). PROVIDE (2) LAYERS 5/8" TYPE X GYP BD. ON THE UNDERSID THE EAVES (GA ASSEMBLY RC 2601 OR RC 2602). NO SOFFIT VENTS ALLOWED ON THOSE EAVES. OVERHANGS OR PROJECTIONS ARE ALLOWED WITHIN TWO FEET OF PROPERTY LINES. 8 SEWER CLEANOUT INSTALLATION NOTE: THE PROPERLY LICENSE EWER CONTRACTOR MUST COORDINATE ALL 4 -INCH CLEANOUT LOCATIONS WITH THE PW WMD MBING INSPECTOR. AN APPROVED TYPE OF TWO-WAY CLEANOUT SHALL BE INSTALLED OUTSI F THE BUILDING NEAR THE CONNECTION BETWEEN THE BUILDING DRAIN AND BUILDING SEWER, ON ALL B ING SEWER LINES EXITING THE BUILDING. CLEANOUTS ARE NOT PERMITTED TO BE LOCATED IN THE RAGE FLOOR SLAB OR IN THE PUBLIC RIGHT-OF-WAY. ALL CLEANOUTS LOCATED WITH VEHICLE TRAVEL THS MUST BE EQUIPPED WITH TRAFFIC -RATED CLEANOUTS. ADDITIONAL CLEANOUTS SHALL BE INSTALL AT INTERVALS NOT TO EXCEED 100 FEET AND FOR EACH AGGREGATE HORIZONTAL CHANGE IN D TION EXCEEDING 135 DEGREES. 9 PROVIDE 4" MIN. PERFORATED PERIMETER DRAIN AT FOUNDATION. CONNECT PERIMETER DRAINS AND ALL WINDOW WELL AREA DRAINS TO SUMP PIT TO STORM SEWER. INSTALL PER SOILS REPORT, TYP. 10 DOWNSPOUTS TO DISCHARGE INTO 5' DOWNSPOUT EXTENSIONS OR CONCRETE SPLASH BLOCK. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING PER SOILS REPORT. 11 PROVIDE DOWNSPOUT EXTENSIONS AND SPLASH BLOCKS ON ALL DOWNSPOUTS OR SUMP PUMP LINES. ALL DISCHARGE POINTS FROM DOWNSPOUTS AND SUMP PUMP LINES MUST BE 3' MIN. AWAY FROM ADJACENT PROPERTIES AND PUBLIC SIDEWALKS, AND 2' MIN. AWAY FROM THE BUILDING FOUNDATION. 12 DS & SB = DOWNSPOUT AND SPLASH BLOCK 13 LIGHT SOURCES SHALL BE DIRECTED AWAY FROM REFLECTIVE SURFACES TO MINIMIZE GLARE UPON ADJACENT PROPERTY AND PUBLIC RIGHTS-OF-WAY. LIGHTING SOURCES SHALL BE POSITIONED IN SUCH A MANNER AS TO DIRECT LIGHT AWAY FROM ADJACENT PROPERTY. NO DIRECT RAYS OF LIGHT SHALL EXTEND BEYOND THE BOUNDARIES OF THE PROPERTY FROM WHERE THE LIGHT ORIGINATES. 14 RETAINING WALLS OVER 30 -INCHES IN HEIGHT MUST BE ENGINEER APPROVED AND RECEIVE SEPARATE APPROVAL. THE WALL MUST BE SETBACK FROM THE PROPERTY LINE A MINIMUM DISTANCE OF THE WALL HEIGHT. 15 NO STRUCTURES OVER 30 INCHES IN HEIGHT, INCLUDING BUT NOT LIMITED TO DECKS, COVERED PATIOS, SUNROOMS, STAIRS AND PATIOS SHALL BE ALLOWED WITHIN THE MINIMUM SETBACK REQUIREMENT. 16 FRONT YARD SHALL BE LANDSCAPED WITH A MINIMUM OF 50% LIVING GROUND COVER. 17 FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT. UFDUDLDDND DOWEIMaDE TOTAL LOT AREA: 1100%) 9,780 SF MAX. ALLOW. BLDG. COVERAGE: (40%) 3,920 SF PROPOSED NEW SINGLE-FAMILY RESIDENCE: 1,135 SF PROPOSED NEW ATTACHED GARAGE: 576 SF PROPOSED NEW ASPHALT DRIVEWAY: 403 SF PROPOSED NEW FRONT CONC. PORCH SLAB: 90 SF PROPOSED NEW CONC. FRONT SIDEWALK: 57 SF PROPOSED NEW ASPHALT ROADWAY: 1,555 SF TOTAL PROPOSED SITE COVERAGE: 3,816 SF REFER TO REDLINED SITE PLAN DATED 6/24/20 (INSERTED NEXT) . SANITARY SERVICE MAIN: SANITARY SEWER MAIN TIES INTO NORTHWEST LAKEWOOD SANITATION DISTRICT'S MUNICIPAL SANITATION SEWER LINE IN TELLER STREET. LOCATION OF PROPOSED PRIVATE RESIDENTIAL SANITARY SEWER LINE CONNECTION INTO SANITARY SERVICE MAIN. LEGEND PROPERTY LINE SITE EASEMENT \ LOT DIVISION LINE SITE SETBACKS ROOF OUTLINE \ SWALE FENCE GAS SERVICE STORMS R ITARY SERVICE OVERHEAD UTILITY SERVICE WATER SERVICE FOOTPRINT UTILITY POLE STREET LIGHT SANITARY MANHOLE WATER METER PIT CURB STOP STOP SIGN SPEED LIMIT SIGN SPOT ELEVATION AVERAGE ELEVATION: 5461.0' (99.22') P1: 5461.0' + P2: 5461.0' + P3: 5461.0' + P4: 5461.0' /4 = 5461.0' (99.221 ADJACENT PROPERTY 7198 W 29TH AVE N 890 53' 18" E loo�103.40' S BBQ GRILL RESIDENCE: 1,135 I SF SIDE INTERIOR ZLL ff—__X_—PROPERTY LINE 0q GARAGE: LIGE 0 0 0 I w I SF o 8' UTILITY AINAGE EASEMENT ? "' ? <30" STEP PORCH: 90 I m SF I o ' SIDE SETBACK DS & SB a z l 25' - 1 1/2" Q of TO FACE OF FNDN I SF ¢I DRIV AND TOTAL: 3,816 25' - 0 1/4" — W 01 m 10 o I SEM T� n Q1 a TO FACE 0' FIN. W l Nva 2 CAR DRIVEWAY GARAGE o " 403 SF 576 SF 5.0' I ID N � UDE 6' 1 \\ m m 1.5' I l0 I Z i & SB 0 m' N N o rn LANDSCAPING O o In r ---- O � O r1 I I °a m m H :j Z o > o I I 57SF SIDEWALK I 25' - 1 1/2" TO FACE OF FIN. 10.0' I 25.0' FRONT SETBACK 3 I NON -PRIMARY FRONT ZLL — — -- - FRONT Ar ectur EL: 100 Survey EL: 5461.78' LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT 953'18"E PROPOSED 6' WOOD FENCE hhegh�� -103.40'- ➢ A c m PRORGRpo UEEEC SERA CE —CID o — — 8' UTILITY & DRAAgAGE EASEMENT 10' SIDE SETBACK f— T I LL I LINE OF ROOF ABOVE LANDSCAPING I o HVAC CU ON CONC PAD 30" STEP SITE COVERAGE: I I 0 ADJACENT PROPERTY 7150 W 29TH AVE 074 �L�L�L�L�� D� ADJACENT PROPERTY LINE OF BLDG. LOT 2 ABOVE I a J? im )ROPOSED 2 -STORY, SINGLE-FAMILY I w 2860 TELLER ST \RESIDENCE OVER BASEMENT 1L 135 SF COVERAGE �qti I o I G. P4 PROPSED 6' 61.78 I I WOOD FENCE 61.60 29' 61/4" I 61.00 TO FACE 0' FIN.' I BBQ GRILL RESIDENCE: 1,135 I SF a 1 Co GARAGE: 576 I w I SF PERMEABLE RAISED DECK DRIVEWAY: 403 SF W <30" STEP PORCH: 90 I m SF I o I rn I SIDEWALK: 57 SF IN NfW CLEANOUTS ROADWAY: 1,555 I SF o DRIV AND TOTAL: 3,816 I SF — W 0 o I SEM T� n I 074 �L�L�L�L�� D� ADJACENT PROPERTY LINE OF BLDG. LOT 2 ABOVE I a J? im )ROPOSED 2 -STORY, SINGLE-FAMILY I w 2860 TELLER ST \RESIDENCE OVER BASEMENT 1L 135 SF COVERAGE �qti I o I G. P4 PROPSED 6' 61.78 I I WOOD FENCE 61.60 29' 61/4" I 61.00 TO FACE 0' FIN.' I n m m ➢ PROPOSED SANITARY SEWER m z o I UTILITY EASEMENT SANITARY SERVICE MAIN SB 0 os NEW GAS METER, INSTALL PER XCEL N IWATER METER DS & SB N_ON-PRIMARY FRONT ZLL J 25' FRONT SETBACK 5'0, I I UDE 10.00' REAR 7C, z P A NEW CUR TOP " _m o CID — _ — — — D— � �� DU Ll� V /1555 SF% FIRE LANE EASEMENT pGTO DGTOM v/ROADWAY///v, 0,. M1N. 47////N89°28'49"E 103.60' N 890 28' 49" E 103.60' SS GAS LINE EXTENSION ADJACE.4 f PROPERTY CIn7 1 AAIC CACCMCAIT wr 2822 TELLER ST 0 1� 30' ACCESS-I§LVE AND UTILITY THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. 25' FRONT SETBACK ; 1sl&se Co O UDE W LANDSCAPING 0.124° w I U NfW CLEANOUTS ''� v/ 30 ACCESS DRIV AND o PER CODE = NEW 4" SCHD 0 o I SEM T� n W Nva 4' - 0" LU W o 40 PIPE ID N 6' 1 Fb M N m o 1.5' m _ DEDICATED RIGHT -O -WAY n � T o JJ 0 =B / Bo m ¢ m r w ➢ o o PROPERTY LINE q n o n m m ➢ PROPOSED SANITARY SEWER m z o I UTILITY EASEMENT SANITARY SERVICE MAIN SB 0 os NEW GAS METER, INSTALL PER XCEL N IWATER METER DS & SB N_ON-PRIMARY FRONT ZLL J 25' FRONT SETBACK 5'0, I I UDE 10.00' REAR 7C, z P A NEW CUR TOP " _m o CID — _ — — — D— � �� DU Ll� V /1555 SF% FIRE LANE EASEMENT pGTO DGTOM v/ROADWAY///v, 0,. M1N. 47////N89°28'49"E 103.60' N 890 28' 49" E 103.60' SS GAS LINE EXTENSION ADJACE.4 f PROPERTY CIn7 1 AAIC CACCMCAIT wr 2822 TELLER ST 0 1� 30' ACCESS-I§LVE AND UTILITY THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. 7190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: js ISSUE: FOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: ADJACENT PROPERTY LOT 5 06/24/2020 2834 TELLER ST soh Man \ 1" = 10'-0" Graphic Scale: 1 inch = 10 feet 0 10' 20' 30' SHEET TITLE: CSITE PLAN SHEET #: he of W arQ, a CD .., � c A 2 0 iX�,yng p, J\s� Co Co O W 00 wp U ''� v/ W = W 0 J W Nva > LU W r*. - 2 ID N 7190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: js ISSUE: FOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: ADJACENT PROPERTY LOT 5 06/24/2020 2834 TELLER ST soh Man \ 1" = 10'-0" Graphic Scale: 1 inch = 10 feet 0 10' 20' 30' SHEET TITLE: CSITE PLAN SHEET #: he of W arQ, a CD .., � c A 2 0 iX�,yng p, J\s� DDDDDWDD DDDD MUM 0400000 — DDDDDDD IAN"opMARCH 1 ANY AND ALL SUBCONTRACTORS WHOSE TRADES IN ANYWAY ARE INVOLVED WITH EARTH WORK TOTAL LOT AREA: 110%) 9,A0 SF PROPERTY LINE SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY LOCATES AND PROVIDING DOCUMENTATION _ _ _ BUILDING FOOTPRINT MAX.XA%ALLOW. BLO6. COVERAGE Il0%1 3,1]0 SF SITE EASEMENT THAT ALL D BREAKING ES HAVE BEEN NOTIFIED - HAGS SHALL BE [PEARLY VISIBLE PRIOR TO ANY GROUND BREAKING - WHERE CONFLICTS MAY OCCUR THE BUILDER SHALL BE NOTIFIED Loi DIVISION LINE (I) IMMEDIATELY PRIOR TO INSTALLATION PROPOSED NEW SINGLE-FAATTACHED ILLY GARAGE: }fly SF O UTILITY POLE O - TALL BEFORE YOU DIG =811". PROPOSED NEW ATTACHED 6ARA6F: SlF SF ----- SITE SETBACKS WHEAT BOB COUNTY OED PROPOSED NEW ASPHALT DRIVEWAY: 403 SF F O Z ALL WORK IN THE R 0 W. SHALL CONFORM ID CURRENT BYCITY NSED AND BON COU N iY OF - - - - - - ROOF OUTLINE �9 STREET LIGHT JEFFERSON SPECIFICATIONS SME SHALL IO PERFORMED BY A LICENSED AND BONDED RIGHT -0F -WAY PROPOSED NEW EDGE, CONT PORCH SLA& 90 SIF W CO 8PIECONTRACTOR, AND RESUME INSPECTION OCCUPANCY AHE Y (C PRIOR ID A iEmv"nm" "" yr PROPOSED NEW COX[ LT ROADWAY DWAYSIDEWALK; 53 SIF SWALE W O aITE PLAE.�m GAL CERTIFICATE of A NOTICE BEING ISSUE. TOTALPROPOSED PR NEW ASPHALT ROADWAY: 1,155 SF SANITARY MANHOLE 3 SITE PLAN APPROVAL DOES NOT CONSTITUTE A NALL PRO PROCEED FOR ROW. WORK. THE TOTAL PROPOSED SITE COVERAGE FENCE 3,IY OF CONSTRUCTION IS E RIGHT RESPONSIBLE FOR IMPAININGROVEMENTS ALL PROJECT HI W. PERMITS ASSOCIATED WITH 6IkS GAS SERVICE WATER METER PIT VI W CONSTRUCTION IN HE RIGHT RESUME WAY. I MP PERFORMAN MADE WITHIN AHE PE LIC RIG HiWAY TOTFOR ACING MORE iHL ST 48OF PERFORMANCE BOND. CONTACT THE RB W. INSPECTOR PTARIO� STORM SEWER © NRB STOP T W Q FOR THIS AREA AT LEAST 4B HOURS BEFORE ANY RUW. PERMIT NEEDS. i 4 VERIFY FINISH GRADE UTILITY SERVICE CONNECTIONS, SECURED STEPS, RETAINING WAGS, LANDSCAPING IRRIGATION, W000/4oNE FENCES, CONCRETE PATIOS, AND GAS/WATER STUB OUTS �SANITARY1 J W/ OWNER PRIOR To CONSTRUCTION. GHd-BPIF sER VI CE slop SIGN -BHU OVERHEAD UTILITY SERVICE — SPEED LIMIT SIGN 5 VERIFY LOCATION OF WATER SHUT -OFF 6 COLD WATER GROUND r/ BUILDER PRIOR To N Q CONSTRUCTION > Rr W wxme. SPATGE sEevlLL woA ELLvnnou 6 ONE-HOUR FIRERATED CONSTRUCTION FOSE WARS E RAIN D ASSEMBLY FEET OF A PROPERTY LIFE CO SHALL BE CONSTRUCTED Eo OFA TOSSER ONE-HOUR FRE RATED ASS EFIVE l ONE-HOUR FIRERATED BE ON CONSTRUCTION FIRE I ERA NOT CONSTRUCTION WITHIN LIVE B1 LES OF A PROPERTY LINE SHALL BE ONEHOURFR EO O RATED NN4 Ru rnoO PTH IBC TABLES) RSDvm. PROVIDE IJJ LAYERS sSOF HYPE N GYP E. ON THE UNDERSIDE E THE OVERHANGS AsstsBLv RE 2681 OR RC ARE No ALLOWED vEss TWO ALLOWED ON PROSE EAVES NO ovERH AU Gs OR PROJECTIONS EW E [LEA ARE ALNWLA ION N TWo EP of PROPERTY cues. AVERAGE ELEVATION: 5461.0' 198.22'1 �� e SOWER [LTE ALL INSTALLATION NO TE THE PROPERLY uLLW W SOWER mGiSAQGE MusA P7: 5467.0' . P2: 5467.0' . P3: 5461,0 . P4: 5461.0' /4 = 5467.0' 198.22'1 O COORDINATE ALL 4 -INCH [WAY CLELOCATI ONSWITHLBE THE PWEDOPLUMBING INSPECTOR INAN APPROVED TYPE OF TWOWAY CLEANOUT SHALL BE INSTALLED W OUTSIDE OF THE BUILDING NEAP a THE CONNECTION T BEBUILE THE BUILDING ARE AND BLUEING SOWER, OC ALL BUIL UNG SOWER ADJACENT PROPERTY ADJACENT PROPERTY — FARO EXITING THE BUILDING CLEANSING ARE EA CLE PERMITTED TO BE ED WITH IN THE GARAGE 7198 W 29TH AVE 1150 W 29TH AVE Fmoa SLAB OR w THE PGEFL RIGHT OF ALL CLEANING mLAAm wlAx vEILLE AanvEL ■ —� o PATHS MUST BE SOURCES WITH TRAFFICRATEDCLEANING ADDITIONAL CLEANOUTS SHALL BE 0 INSTALLED AT INTERVALS NOT TO EXCEED Too FEET AND FOR EACH AGGREGATE HORIZONTAL N 89° 53 18" E ICE 2 CHANE IN DIRECTION EXCEEDING 135 DEGREES. t[ 103.40' ry'TO 9 PROVIDE 4" Mw. PERFORATE PERIMETER DRAIN AT FOUNDATION. CONNECT PERIMETER DRAINS ' P2 N89°53'18"E PROPOSE 6' W000 FENCE .au o-.*ry °zr - _ SIDE INTERIOR zLL_ _ 8 AND ALL WINDOW WELL AREA DRAINS To SUMP PIT To STORM SEWER. INSTALL PER SOILS - - -y PROPERTY LINE oo IT _ REPORT, TYP. e w e AP e HGE 103.40' HAE—La^ iD DOWNSPOUTS To DISCHARGE INTO 5' DOWNSPOUT EXTENSIONS OR CONCRETE SPLASH BLOCK d I n PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING PER SOILS REPORT . Pm eb mlma _ _ _ _ 6 llllllllllllllllllllllllll� m gb B' UNITY & DRAINAGE EASEMENT P _ m ti _ e B' UTILITY &DCA AGE EASEMENT 11 PROVIDE DOWNSPOUT EXTENSIONS AND SPLASH BLOCKS ON ALL DOWNSPOUTS OR SUMP PUMP Asphalt bb al eitNeat z - w - ti q iP SmE SETBACK 1 w LINES. ALL DISCHARGE POINTS FROM DOWNSPOUTS AND SUMP PUMP LINES MUST BE3' MIN. _10'SDE SEi BACK ____ _ _ ____ __ AWAY FROM ADJACENT PROPERTIES AND PUBLIC SIDEWALKS , AND 2' MIN. AWAY FROM THE fl Flowllm. r, 25' -118" PD ? i BUILDING FOUNDATION . T p Fl 1 b kto Gowns wt� LINE OF ROOF 0 Fl nae e w l Ao PALE of FODu P ABOVE _ LANDSCAPING J 1 a 1 1190 W. 38th Ave. 12 DS B SB = DOWNSPOUT AND SPLASH BLOCK peopeM1Y ee �mmNeYon or 13 LIGHT SOURCES SHALL BE DIRECTED AWAY FROM REFLECTIVE SURFACES TO MINIMIZE GLARE UPON - e Whed1 f21d]e, CO. 80033 ADJACENT PROPERTY AND PUBLIC RIGHTS-OF-WAY LIGHTING SOURCES SHALL BE POSITIONED IN Romdevew4'mdev Nevewdnv DRIVEWAY HVAC GO ON cc B SUCH A MANNER AS TO DIRECT LIGHT AWAY FROM ADJACENT PROPERTY No DIRECT RAYS OF 1v Nea atelowtlov she INTI. ¢way e 4O3 6F ENC PAD ph' 13031 901-5143 eemmm e1 �zuR ao"sAR SITE COVERAGE: LIGHT SHALL EXTEND BEYOND THE BOUNDARIES OF THE PROPERTY FROM WHERE THE LIGHT *ATIOUmayheca®dedavd O sed to form Hse Row w 25'-01/4 GARAGE of Resew .lucid -studio .[010 ORIGINATES pan, but Engineering recommends using cov¢IIe v "' SA SF BBC GRILL Ff0do1u01d-stud1600m 14 RETAINING WALLS OVER 30INCHESIN HEIGHT MUST BE ENGINEER APPROVE AND RECEIVE SILO To FACE o' FN. RESIDENCE: 1,135 SIF A A PERMEABLE GARAGE: 576 SIF rn SEPARATE APPROVAL. THE WALL MET BE SETBACK FROM THE PROPERTY LINE A MINIMUM L UDE RAISED DECK DISTANCE OF THE WALL HEIGHT _ ORIVEWAY: 403 SF m 15 GARAGES MET BE SETBACK A MINIMUM OF 18FEETFROM THE BACK OF THE SIDEWALK d0" STEP ccPORCH: 90 SF °MY I 16 No STRUCTURES OVER 30 INCHES IN HEIGHT INCLUDING BUT NOT LIMITED To DECKS, COVERED _ SIDEWALK: 57 SF SEAL. PATIOS, SUNRoo MS, STAIRS AND PATIOS SHALL BE ALLOWED WITHIN THE MINIMUM SETBACK - T hvT qy'N o RECUICEET. y M ROADWAY: 1,555 SF Or forff 11 FaouA vna0 SHALL BE LAu°sLAPFO WITH A mulMeM of sor LIVING GROUND mvGE d I� LnuosuPNG - L P3, TOTAL: 3,816 SF — _ ie FINISHED SOLACE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASE ON PLAN F' Whea AIN DIMENSIONS ONLY AND MAY vnav FROM THE FUIsxFO SOLACE FOOTAGE of THE xousE As 2800 74 VELLER 87 r 3 ADJACENT PROPERTY ,t° r BUILT it _ 1 yLIFE of BLOC �m - I`*' o `9 _ 10 sf PROPOSED 2 -STORY, SINGLE-FAMILY AB°°E c, w I LOT 2 - j� RESIDENCE OVER BASEMENT u °,4 ISP 1 a w or o 1 2860 TELLER 5T �/ CONOITIONSOFAPPROVAL -Eek gE em. q ¢ m `�/0 OMS 1. Persaa 26-412 fm m dpilc m dL W 8mm dIN„Flatco fix faonT \1,135 5F COVERAGE LOunou of Few I e t o � n 5 Thebdime E w Ceetlflce L ( DCL 9eec p aby A,NuwtPlevs Nell 6i SF SIDFWAL% DDDR �2 389 ESE P4 200 AMP SEC VICT & m - b aFl tbeE ofRe d Th ECL Nell calif th INCL a ilLL fatilLL a n �� rt. MAIN DISCONNECT r PCOPSFO 6' 9mea Y a ID, Y Y P2� has been eaopleted and The Bung for me sobmvla®bas been eaopleted and me iWiage a u'-na' a,"q' FF=5461]8 Iwo oO FENCE Nillfwm,ngemrg, Smmar ewiAAeapp*owdDr,vage Report&Plav 6 Ae 10 utwal TF=5461.60 z9'-61/4" DRAWN. 2. E¢edroddWivtlowevs outs Un Ae director, Nowa to Ad went m eMes Flom ID FACT OF FN. EL 100'-0" m stomwderruiciff. p p J p p 100' 2Eo' se e.ay FG 546100 m FACE o' Fu.� 3. ARS[ fW yC vPa qa ap^etotbe mem of eerywad EL 546118' \P1 f5 owpui gh of Y. c dedE � g (303)235-2561 � a FRONT SETBACK �Aof 4. NI mk Nallb compliance mitbtbe pp ved aaaretl CLS bd swardipmnmmt F NON -PRIMARY FRONT -CD J 5 rysefer_ _ _NON -PRIMARY FRONT ZLL_1_ - Agreement inffieJdfersonCowJ.yRe,ordecs office d2020012829 AN 0� 25' FC ONi SETBACK a 25' FRONT SCTBA �( � ISSUE of MVN 8l32o Enentletl arphalt pawmed Le 5➢' LANDSCAPING � � aNEW4"SOLD40 LOCATION OF NEW UDE r N ew mNov to be6 tld ck Less °� UDE PIPE NEW WAi EC MCT EC GAS MEIEC, 1000 L FOR CONSTRUCTION spe W etl by geob ch ev®nssc ® �er NEW LLEANOUTS wNEW NCB STOP INSTALL PER COST cc REAR a Tder Mt - 30 ACFSS DCIVE ND v PEC CODE DETAIL SID. IY New 4'mde gyp® MJ ° unu s 'uuL �� cc//0" e REVISION. assd,weww 4 0 /MIN Exist �w GEet ,�nFlt eawmam e Bad aowllae .rho m �1s �' s X " �sANIAAav g�g 1555 SFS/ FRE LIFE EASEMEA B- -' mm,ae plan ailing and FE=Y sfavlLL LIFE ROADWAY/ �"�' e om z s A d d o A D avage Blare FOIG Teo RI xi-o-wAv weNewt® GiveweY SANITARY SERVICE MAIN eyao.* a SANITARY SEWER MAIN TIES INTO ag '" N89°28'49"E — PROPERTY NORTHWEST LAKEWOOD SANITATION 4 uo - w LINE 103.60' DlsimCrs MUNICIPAL snuITAnou `+° N89°28'49"E 6"(mi¢1 SEWER LIFE IN TELLER STREET ' SECTION A -A PaoposFO snuNAaY SEWER SANK AIRY SEevILL MAIN 103'60 LOCATION OF PROPOSE e GAS LINE EXTENSION DATE. PRIVATE RESIDENTIAL snuNAaY I � I DWheatRldge ADJACENT PROPERTY ADJACENT PROPERTY Prvlewetl by the Buy of Wheat Plaga u, SEWER NINECONNECTIONSERVICE VIEINTO z6' FRE LADE EASEMENT 3P ACCESS SEMS AND mi D'11111 snuNAav sGE VICE MAIu. 30' EFOS Dary AND -LOT3 uTIury EASEMENT LOTS 06/24/2020 APPROVED DTI TY EASE T 2822 TELLER ST 2834 TELLER STBy MarkVanNattarl SHEET TITLEKATE. 01712020 Approved comm alts. Ob15Ry� / SITE PLANCOMMENTS PProve nnnnnn� Ram h 1" = 10'-0" J SHEET N'. Gapho SLale:1 Inch=ID Aee1 mmmm� MORE 0 10' 20 30' 40' A2 LJ UOUES = NOR 0 THE INTERIOR AREA OF THE GARAGE SHOULD BE OVER -EXCAVATED TO A „ MINIMUM DEPTH OF 12 INCHES BENEATH THE LOWEST BEARING ELEVATION OF FLOOR JOIST THE SLAB AND REPLACED WITH AN IMPORTED STRUCTURAL FILL OR NON -EXPANSIVE PREDOMINANTLY GRANULAR MATERIAL. 1 PERFORM ALL FOUNDATION AND SITE WORK IN ACCORDANCE WITH RECOMMENDATIONS ESTABLISHED WITHIN THE ENGINEER'S FINAL SOILS REPORT —FIRC AND CRITERIA AS COORDINATED BY THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS p OF THIS PROJECT. MWM CC 2 CONTRACTOR SHALL EMPLOY A REGISTERED SOILS ENGINEER TO PERFORM NECESSARY TESTING AND INSPECTIONS FOR QUALITY CONTROL AND TO ENSURE 1 Pd' GYPSLIM BOARD THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH. TEST V/ REPORTS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT AND ENGINEER g FROM THE SOILS ENGINEER, WITH COPY TO THE CONTRACTOR. INCLUDE THE FIRE BLOCK C ONC EALE D SPACES OF FOLLOWING INFORMATION IN THE REPORTS: 1.) TEST REPORT ON BURROW W MATERIALS, 2.) VERIFICATION OF EACH FOOTING SUB -GRADE, 3.) FIELD DENSITY 4 , TEST REPORTS, AND 4.) ONE (1) OPTIMUM MOISTURE -MAXIMUM DENSITY CURVE INTERVALS ALONG THE LENGTII or THE FOR EACH TYPE OF SOIL ENCOUNTERED. 3 VERIFY EXCAVATED EXISTING SOILS CONDITIONS W/ SOILS ENGINEER PRIOR TO ZUNFACED FORMING FOOTINGS, ALL FOOTINGS TO BE 36" MIN. BELOW FINAL GRADE, RE: INSULATION OR GYPSUM BOARD SOILS REPORT 4 FOOTING DESIGNED FOR MAX. ALLOWABLE BEARING PRESSURE: 2,500 PSF FOR W SHALLOW FOOTINGS (s36"), 3,500 PSF FOR DEEPER FOOTINGS (BSMT). CONCRETE rOU HDATION WALL F RO10 FOUNDATION EXCAVATION MUST BE OBSERVED BY GEOTECHNICAL ENGINEER. IF N SOIL, BEDROCK OR GROUND WATER CONDITIONS ENCOUNTERED DIFFER FROM SOILS REPORT, SUPPLEMENTAL RECOMMENDATIONS MAY BE REQUIRED. RE: SOILS FILL REMAINING GAPS AT TOn AND REPORT FOR ADDITIONAL INFORMATION. 5 CONTRACTOR IS RESPONSIBLE FOR ALL SHORING, CRIBBING, SHEET PILING, ETC. AS REOT TO SAFELY RETAIN EXCAVATIONS AND TRENCHES DURING UNFACEFIO FIBERGL+hSS INSULhTIOION. CONSTRUCTION 6 SLOPE ALL EXTERIOR FINISHED GRADES AWAY FROM THE BUILDING PER SOILS REPORT. ENSURE NO PONDING OF WATER OCCURS AROUND BUILDING 7 CONCRETE: DESIGN PER ACI 301-99 & 318-11, FOR FOOTINGS AND HEATED SLABS -ON -GRADE, THE CONCRETE SHOULD HAVE A MINIMUM TWENTY-EIGHT (28) DAY COMPRESSION STRENGTH OF 3,000 PSI; FOR FOUNDATION WALLS AND UNHEATED SLABS -ON -GRADE, THE CONCRETE SHOULD HAVE A MINIMUM TWENTY-EIGHT (28) DAY COMPRESSION STRENGTH OF 4,500 PSI; USE TYPE -II CEMENT. 8 MILD STEEL REINFORCING A-615 GRADE 60 9 FOUNDATION WALLS TO BE WATERPROOFED IN ACCORDANCE WITH SECTION R406.1 - IRC 10 FIRST SUBFLOOR TO BE IN PLACE OR FOUNDATION WALLS ADEQUATELY BRACED BEFORE BACKFILL. 11 ALL WOOD INDIRECT CONTACT WITH EARTH TO BE MCA PRESSURE TREATED. 12 BLOCK SOLID UNDER POSTS TO STRUCTURE BELOW, PROVIDE CONTINUOUS SUPPORT TO TO FOUNDATION. PROVIDE SQUASH BLOCKS BETWEEN JOISTS BELOW POSTS AND BEARING WALLS. 13 ABANDONED FOOTINGS, NEW OR EXISTING UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REROUTED OR REMOVED AS COORDINATED WITH THE ARCHITECT AND AS DIRECTED BY THE SOILS ENGINEER 14 FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, EXISTING FOUNDATIONS, ETC., OR AY UNUSUAL SOILS CONDITIONS ENCOUNTERED DURING SITE CLEARING OR EXCATION SHALL BE BROUGH TO THE ATTENTION OF THE SOILS ENGINEER IMMEDIATELY 15 INSTALL (1) LAYER 6 MIL. VAPOR BARRIER ON GRADE BELOW SLAB w/ JOINTS OVERLAP 6" MIN. AND SEALED OR TAPED, AND SECURED UP WALL 6" MIN. 16 SOILS REPORT RECOMMENDS A MAXIMUM SLAB AREA OF 81 SQUARE FEET IT X 91 WITHOUT A CRACK CONTROL JOINT(S). REFER TO SOILS REPORT. 17 SOILS REPORT RECOMMENDS 1/2" CLEARANCES FOR ALL PLUMBING INTERFACES TO ALL CONCRETE SLABS AND WALLS. 18 REFER TO SOILS REPORT. , Cl) „ FLOOR JOIST HD —FIRC DLOCK IICRC p MWM CC 1 Pd' GYPSLIM BOARD V/ W g FIRE BLOCK C ONC EALE D SPACES OF f 2 W FJRRED khIALLu .AND 50=FIT3 AT 1D' 4 , J INTERVALS ALONG THE LENGTII or THE WALL WITH 2 X A LU PASER, 3+4' PLYWOOD, ZUNFACED `W r F- 11* INSULATION OR GYPSUM BOARD / FASTENED TO A STUD AND I4ELD TIGHT TO W � CONCRETE rOU HDATION WALL F RO10 1 N FLOOR TO CEILING. FILL REMAINING GAPS AT TOn AND BOTTOM' I F.1INERAL WOOL OR UNFACEFIO FIBERGL+hSS INSULhTIOION. 4 FIG URE 7: Vertical Fire Blocking All Walls F00o I o ll Doan-pI101SeMed Mim 3" = 1'-0" 1 A11 13V_ _ _ SIDE INTERIOR ZLL N 89° 53' 18" E N89°53�18"E A g C PROPERTY LINE 103.40 E 103.40'F G --—H—-�—-- -- --- YI Y o W a 48, _ 8,. 24' 0" z � m r W O 0 O In 0 0 m 5' - 0" 5' - 0" 3' - 0" 11' - 0" o 9' - 0" 8" 13' - 0" 2' - 0" LL o W n O 8' UTILITY & DRAINAGE EASEMENT N1 1/2"- — — — — — UFER GROUND T.O. Wall: 99.81' LOCATION — — — — — — — — — — 8' UTILITY DRAINAGE EASEMENT T.O. Foot: 95.42' z SlnccT A}�_ _—_—_—_—_—__— �.: _ 10' SIDE SETBA K ------ - - - - ------------� NOTES: * PER 2018 IECC SECTION 402 TABLE 402.1.1 INSULATE CRAWLSPACE WALLS PER CODE w/ , N R-15 CONTINUOUS RIGID INSULATION, OR R-19 CAVITY INSULATION. * PER 2018 IRC R406.1 - ALL FOUNDATION WALLS SHALL BE DAMPPROOFED w/ BITUMINOUS T.O. Foot: 95.42' COATING AND SHALL BE CONTINUOUS FROM TOP OF FOOTING TO FINISHED GRADE * PER 2018 IRC R408.3.1 - INSTALL (1) LAYER 6 MIL. VAPOR BARRIER ON GRADE BELOW SLAB w/ JOINTS OVERLAP 6" MIN. AND SEALED OR TAPED, AND SECURED UP WALL 6" MIN. , ELEVATION: NAV088 PER 2018 IRC R501.3 -FLOOR ASSEMBLIES REQUIRED TO BE FIRE -RESISTANCE RATED, T.O. FNDN: 99' - 9 3/4" (5461.60') SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER (CEILING) THROUGHOUT ENTIRE BASEMENT (EXCEPT MECH. RM =40SF . FIRE BLOCKING PER R302.11.1). PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL OUTLETS, LIGHTING, DEVICES, LUMINAIRES, WIRES, SPEAKERS, DRAINAGE, PIPING 5457.20' GARAGE AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. RE: DETAIL 2/A3. 5457.20' SAAB ON GRADE--� o o 0 514 IF m m a III T.O. Wall: 99.81' 11, Q 11 N I III I 1111 a III I I N P I I N T.O. Foot: 95.42' GAS ROUGH STUB - DEPRESS WALL FOR o OUT FOR BBQ GRILL GARAGE SLABJOIST LEDGEo AND FIREPLACE o OVERPOUR, VIF I I RE: DETAIL 133/F, DEPRESS WALL FOR 2 m I I GARAGE MAN DOOR, T.0 Threshold: 99.81 VIF o T.O. Wall 99.81' 1 m T.O. Threshold: 99.63 24" SQ. PAD N - ° III N III N 3' - 3" 4' - 8 1/2" HOSE BIB ABOVE _ _ _ _ - = TYP. O ° L � � u N -- -- 1' N 0. Foot: 95.42' TYP --------- - - ------ --- TSTEP IN FNDN WALL �' R-15ci XPS 2 1/8" 24' - 0"I L -J L- INSULATION m - 1 ° 14' - 0" 11 11' - 9" 12' - 1" - 10" STRUCTURAL COLUMN(S) TO FNDN. o RE: STRUC. Y 4'-8" 4" 5'-0" R HOSE BIB ABOVE 15ci 14' - 0" R-15ci 3' - 6" 5' - 10" 4" 15' - 0" u, u, OP FOUNDATION FOOTING T.O. Watt: 99.81'T.O. Foot: 89.17' RE: STRUC. STEP IN FNDN WALL v - ~ ' o T.O. Wall: 99.8 ' �` n N a O BRICK LEDGE, RE: STRUC_ m m LL R-19 11- 0„ — — — — — — — — — °— — — — 1 $talf.O DEPRESS TO FNDN - LOCATION OF RADON I m o BEAM POCKET CRAWLSPACE ACCESS WALL 8"�4' - 0" i d 1 54 SF�1 UP I 24" STL. COLUMN(S) CONTROL VENT PIPE „i m RE STRUC. 5 1/2" 3' - 3" i8 - 7 i CPT 15' - 0 1/2" I 1 RE: STRUC. DIRECT -VENT GAS-FIRED -- — INTERIOR PERIMETER DRAIN, FOOTING o J1 T R-20— r ELEVATION: NAVO88 RE: SOILS REPORT FURNACE 80 MBH, 92.1% - -- , -- T.O. SUBF: 100'-0" (5461.78') I DECK PIER, AFUE Effeciency 5 1/2"-3' - --'I U 05 R -PO T.O. FNDN: 99' - 9 3/4" (5461.60') I T.O. Wall 99.81' RE: STRUC. �� I F---- - T.O. LEDGE: 98' - 9 7/8" (5460.61') o DEPRESS TO FNDN -FUR - R.O.-- Y� 05 1= __-- 05 <MeCh T.O. SLAB: 89' - 6" (5451.28') I T.O. Foot: 89.17' u T.O. FOOT: 89' - 2" (5450.95') L L STL COLUMN(S), RE: STRUC_ - J -_-_- 58 IF NO 1/2" GYP. BD. CLG. 14' - 2" 10" PIER PAD, Conc , RE: STRUC. FOUNDATION FOOTING - - - MECH. RM. = 40SF R-19 RE: STRUC. f-20 1z 11 R-19 $afe OS .54" SQ. PAD." PROVIDE ROUGH -IN I 'n JOIST LEDGE, SUMP PUMP I FOR FUTU I RE PLUMBING B.Great II � RE: DETAIL 133/F2 'R-20 410 IF DIRECT -VENT GAS-FIRED w �� A� �� C 4" SCHD 40 NON-ADJ. I I' WATER HEATER 40 MBH, 2' - 1" 6' - 9" 3' - 5 1/2" I'r I POST, RE: STRUC. CPT I BEAM POCKET �_ STRUC.STRUCTURAL BEAM(S) 92.5% Efficiency o I --------------------- - RE: STRUC. HAUNCHES, RE: STRUC. 4' - 0"LPL- PORCH SLAB SUPPORT S' - 9" 2' - 1" 14' - 7" — — — — 14' - 4"—R_19 — — — N O N JOIST LEDGE, A o A- + 1' - 1 1/2" N RE: DETAIL 133/F2 I 5' - 0" 5' - 9" 5' - 7 1/2" 05 15' - 0 1/2" 1' - 1 1/2" 13' - 11" I T.O. Wall: 99.81' T.O. Foot: 89.17' "J> I >I Bed.3 m B.Bafih 2' - 3" Bed.5 R-19 118 IF m 43 SF 136 SF I INTERIOR PERIMETER DRAIN, CPT R-19 RE: SOILS REPORT o CPT Tile o 0 T.O. Wall: 99.81' I 11' - 8" 5' - 5" 15' - 7" 4" 14' - 4" I VINYL -FACED BATTAve I b T.O. Foot: 89.17' CL STL. CL TO CL STL BEAM CL STL. INSULATION, R-19 MIN. o 1" `14 5' - 0" 1" Closet.5 A� REVERSE JOIST LEDGE, REVERSE JOIST LEDGE, IA EMERGENCY EGRESS RE: DETAIL 133/F2 BEA STRUC. 10 SF N REVERSE JOIST LEDGE, INTERIOR PERIMETER DRAIN, RE: DETAIL 133/F2 _ _ _ _ _ RE: STRUC. TYP. I 10' - 9" R-19 — — 44" MAX. SILL HT- — — — — CPT RE: DETAIL 133/F2 X LU' ' — — — — FOUNDATION WALL & EMERGENCY EGRESS 44" MAX SILL HT. --- --- - - ---- - - R 19 FOOTING, RE: STRUC. EMERGENCY EGRESS F------ 8- _011 -- o 44" MAX. SILL HT. o W o z JJ -------- - - - --- - -- R 1 --rVA —AAA m BEAM POCKET o 8- 0 _SIDE ZLL m m T.O. Foot: 89.17' z u W RE: STRUL JJ _SInF 711 25' SIDE SETBACK — — — — — — - - -- J— — — — — — — — —�— — — — — — — — — — — 25' SIDE SETBACK 8' - 0" a GAS METER W T.O. Wall: 99.81' 3" O " JJ zQ ABOVE WINDOW WELL(S), T n T TO FNDN. NEW CLEANOUTS NEW WATER METER EGRESS LADDER(S) & Y PER CODE o 0 COVER GRATE(S), TYP. 3 10' - 0" m NEW CURB STOP W ' � WINDOW WELL(S), 6' - 6" 6' - 6" MIN. 12' - 5" 7' - 7" 8' - 6" 7' - 2" EGRESS LADDER(S) & o m 5' - 0" 5' - 0" 3' - 0" 11' - 0" 9' - 0" 8" 13' - 0" 2' - 0" 30' ACCESS DRIVE AND COVER GRATE(S), TYP. UTILITY EASEMENT 1 13' - 0" s 20' - 0 1 15' - 8" 1 .0 � smt Finish Plan 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. 3190 W. 38th Ave. Wheat Ridge, CO. 80033 6 ph. (303) 901-5143 1 www.lucid-studio.com Al2 info(la lucid-studio.com 5 4 SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION rREVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 1_ l 10I�I���lINF I% SHEET TITLE: CBSMT PLAN SHEET #: of `N heat CD oc A3 Cl) HD W 00 p MWM CC V/ W = W 0 1 J `W r F- 11* / Lu W � 2 N 3190 W. 38th Ave. Wheat Ridge, CO. 80033 6 ph. (303) 901-5143 1 www.lucid-studio.com Al2 info(la lucid-studio.com 5 4 SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION rREVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 1_ l 10I�I���lINF I% SHEET TITLE: CBSMT PLAN SHEET #: of `N heat CD oc A3 1 A11 A B C D E F G H J ■ HOUES = OOOOO PLAN 48 8„ s - o" s -o" 3'-0" 11'-0" 9'-0" I8" 13'-0" Ir -o" 1 ONE LAYER OF #15 ASPHALT FELT OR EQUAL (SPUN POLYOLEFIN HOUSE WRAP) FREE FROM HOLES AND BREAKS SHALL BE APPLIED OVER STRUCTURAL 24' - 0" 12' - 0" 12' - 1" SHEATHING AND STUDS OF ALL EXTERIOR WALLS. ROLLED SHEETING SHALL BE APPLIED HORIZONTALLY, STARTING AT THE BOTTOM LAPPING SILL PLATE 1" LOCATION OF NEW MIN., W/ SUCCESSIVE UPPER LAYERS LAPPING OVER LOWER ONES, COURSES DS & SPLASHBLOCK, TYP. 200 AMP SERVICE I I SHALL OVERLAP NOT LESS THAN 6 INCHES. — — — — — — — — — — — — — — — — — — — — — — -1/4"" — — 07 — --- — — — — — — — — — — — .& MAIN DISCONN CT — — — — — — — — — — — — — — — — — — — — — — — — 2 THE REQUIRED SEPARATION BETWEEN THE GARAGE AND ANY ADJACENT LIVING 8' UTILITY & DRAINAGE EASEMENT � To FIN. — �— EL PANEL 8' UTILITY & DRAINAGE EASEMENT SPACE REQUIRES A SINGLE LAYER OF h" GYP BOARD ON THE COMMON WALLS L _ — — _ — _ — _ — _ — _ — _ — — — — — — — II ,ase — — — LL e _z AND CEILINGS. A SINGLE LAYER OF 5/e" TYPE 'X' GYP BOARD IS REQUIRED ON — — — — — — — — — - — - — -- — — — — — - _ - p 10' SIDE SETBACK o 8 THE CEILING, WITH A SINGLE LAYER OF 1/z" GYP BOARD ON ANY SYSTEM R-20 UFER GROUND 10' SIDE SETBACK SUPPORTING THE FLOOR/CEILING ABOVE WHERE THERE IS HABITABLE SPACE. R-20 L, LOCATION 3 BUILDER TO VERIFY FINISH FLOOR ELEVATION @ EACH LEVEL, STAIR LANDING,t t STAIR TREADS, AND SHALL ACCOUNT FOR ANY DESCREPANCIES IN FINISH z r 220V SERVICE MATERIALS PRIOR TO STAIR CONSTRUCTION TO ENSURE ALL RISERS ARE EQUAL, AND THAT THE MEANS OF EGRESS MEETS R311 PROPOSED LOCATION 4 HARDWOOD FLOOR THROUGHOUT ENTIRE MAIN LEVEL PER OWNER SELECTION, _ OF ELECTRIC VEHICLE UNLESS NOTED OTHERWISE (U.N.O.) o CHARGER PER R404.2 5 LANDINGS OR A FLOOR SHALL BE PROVIDED ON EACH SIDE OF EACH EXTERIOR 5461.00' EV READY SPACE DOORS PER R311 IRC. PER N1104.2 (R404.2) HVAC CU ON 6 GUARDS AT THE STAIR OPENINGS, LANDINGS AND OTHER OPEN CHANGES IN CONC PAD ELEVATION GREATER THAN 30" WITHIN 36" MUST BE PROVIDED TO A MINIMUM x Driveway 5461.03 0 HEIGHT OF 36". BALUSTERS OR OPENINGS MUST BE SPACED TO PREVENT 406 SF 5461.04' PASSAGE OF A 4" SPHERE. AT THE OPEN SIDE OF STAIRS, THE HEIGHT MAY Broom Finish 07 0 RANGE FROM 34" TO 38" AND THE OPENINGS PROVIDED MUST BE SPACED TO o + + Garage J 5461.27' - o PREVENT PASSAGE OF A 43%" SPHERE. J o g <30" STEP � 529 SF 7 RAILING DIMENSIONS ARE FROM T.O. FINISH FLOOR TO T.O. FINISH RAILING epoxy sealer 8 STAIR HANDRAILS MUST BE GRASPABLE WITH EITHER A TYPE I CIRCULAR CROSS GAS STUB -OUT SECTION (11/4" TO 2" DIAMETER WITH A 4" TO 61/4" PERIMETER) OR TYPE II WITH 1/4" / 12" 1/8 / 12 R-20 FOR BBQ GRILL A PERIMETER OVER 61/4" WITH A FINGER RECESS OF AT LEAST 5/16" ON BOTH SIDES OF THE PROFILE, AND HANDRAILS ARE ALSO REQUIRED ON AT LEAST ONE SIDE OF A FLIGHT OF STAIRS WITH 4 OR MORE RISERS PER SECTION R311.7.7.3. *OPTIONAL PERMEABLE a 9 ALL HABITABLE ROOMS, HALLWAYS, BATH/TOILET ROOMS, LAUNDRY ROOMS AND o RAISED DECK o BASEMENTS MUST HAVE A MINIMUM CEILING HEIGHT OF 7'-0". A MINIMUM FINISHED CEILING HEIGHT OF 6'-8" IS PERMITTED AT THE SPACE IN FRONT OF 5461.26' 5461' - 5 3/8" o BATH FIXTURES AND A 30"x30" AREA UNDER A SHOWER HEAD. A 6'-8" HEIGHT / (6'-4" UNDER BEAMS, GIRDERS AND DUCTS) IS ALSO PERMITTED IN THOSE 17' - 0" 7' - 0" G PORTIONS OF BASEMENTS NOT CONTAINING HABITABLE SPACES BATH OR TOILET a 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 25 - 0 z 48' - 8" 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED FRONT SETBACK MEMBERS. 27 THE DOOR BETWEEN THE GARAGE AND LIVING SPACE MUST BE SELF-CLOSING, SELF -LATCHING AND EITHER 20 -MINUTE RATED, 13%" SOLID CORE WOOD, OR 13%" SOLID OR HONEYCOMB STEEL. 28 AN EXTERIOR LANDING IS REQUIRED IF MORE THAN TWO RISERS (MAXIMUM 73/4") ARE PROVIDED AT THE DOOR. THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER (MAXIMUM 73/4" FROM THE TOP OF THE THRESHOLD) TO A SURFACE QUALIFYING AS A LANDING. 29 FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE -RESISTANCE RATED AND SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER I M Mw Man 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 5 4 3 2 1 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W IO 1 J W \ 11* LU F- ! Q / T W � 2 N e � cu 0- E ■ -� o U VCU N 0 U a) cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I ,S ISSUE: CFOR CONSTRUCTION rREVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: C 1ST FLOOR PLAN l� SHEET #: of W heat „'I R� CD A4 oc THERMAL ENVELOPE SURROUNDING THEM, SUCH AS WITH A MECHANICAL X $IdeWalk w G # 7 SF w lti HOSE BIB ROOMS, LAUNDRY ROOMS, OR HALLWAYS. EQUIPMENT ENCLOSURE. A SOLID, WEATHER-STRIPPED DOOR IS REQUIRED. 5461.20' N 57 SF 1 1/2" 07 1' - 7 1/2" 3' - 5 7/8" O 15' - 3" h u o 0 22 KITCHEN EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 \ N Broom Finish TO N. WD 10 VERIFY ALL BUILT-INS DESIGN, MATERIALS, & LAYOUT w/ ARCHITECT PRIOR TO CYC 2' - 0 1/2" o m CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE CONSTRUCTION. 07 STEP 11 VERIFY KITCHEN & BATHROOM DESIGN, MATERIALS, AND LAYOUT w/ ARCHITECT VSV R_p0 7 77777= R-20 C �- m <30" STEP 5461' - 5 3/8" - 7 T PRIOR TO CONSTRUCTION. " 7/8"is&se 7' - 6" bench Z' --6" G 12 VERIFY CLOSET SHELF DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. i 07 1 AA Mud 5461' 9 3/8" AA - TYP. TN. 13 - 08a�08i 80 a 13 ALL VANITY CABINETS ARE 21" DEEP (U.N.O.) - VERIFY FINISH MATERIALS w/ SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE HOSE BIB 64 SF # _ 7-' 3' _ 0" 9 5/8" OS GAS STUB -OUT ARCHITECT PRIOR TO CONSTRUCTION. " — a 5' - 0" 08 5' - 0 07 m 10' - 0" TILE 4' - 0" 3' - 8" 2' - 6" 2' - 6" 011 AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH 111 FOR FIREPLACE = 05 ° ° LA w AA 14 INSTALL SHOWER PAN PER MFR'S. WRITTEN INSTRUCTION. PROVIDE INSULATION 0 7 6„ 06~ R-20- R-20, 06 3' - 0" 3' - 7 1/2" 5' - 7 1/2" n 2' - 11 1/2"15' - 0" AT EXTERIOR WALL PRIOR TO SETTING SHOWER PAN. lockers & o i B O 15 FIBER -CEMENT, FIBER MAT, REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS z` 0_ R -2U B R-20 m- 23 IF THE KITCHEN INCLUDES A DISHWASHER, THEN A WASTE LINE FROM A m_ w _( 6 OR FIBER -REINFORCED GYPSUM BACKERS TO BE USED BEHIND ALL WALL TILE IN Powder ---R-? _____ 5461' - 9 3/8" _ a 06 STEEL COLUMN(S), TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREA AT BATH. u 08 $talr.1 - _ LNIE TAINMENT -FIREPLACE 42 SF � PNT., RE:STRUC. 1 Dining Al2 SAFETY GLASS REQUIRED IN SURROUNDING TUB/SHOWER AREAS. SIF UP N' 7 6 OSI o 16 TILE RK W/BCURRENTTCA LLA & LOCATION OF RADON 3' - 11" q i7' KdIWDi - 6 1/2617 11, 0 1/2" 15' - 3" OPERABLE DOORS Kitchen 0 PERMEABLE 176 SF GALL TO SHALLFOM IOENORSPECIFICATIONS ED FINSTALLATION UIDELINES. RTA CONTROL VENT PIPE �__ r �_ _ _ _ __ - _J1 - - 7' - 6" o RAISED DECK a 172 SF INSTALLATIONS. WO R-20 __ R O 0 A FOOD WASTE GRINDER PER P2717.2 AS AMENDED. ZERO -OUT gg O' Parlor 2, 1,. WD m R 20 5465' - 3 3/8" o 24 PROVIDE RECESSED DRYER VENT BOX @ LAUNDRY AREAS. CLOTHES DRYERS TO 17 VERIFY FIREPLACE DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. INSTALL 5461' - 2 3/8" _ _ Mech _ _ _ 0" DRYWALL CORNER 15461' - 5 3/8" PERMEABLE b BE PROVIDED W/ A MOISTURE EXHAUST SYSTEM THAT VENTS TO THE FIREPLACE PER MFR'S. WRITTEN INSTRUCTION; VERIFY FRAMING & VENTING STEEL COLUMNIST, PNT. o _ --- -- LL i SF O W/ WALL ABOVE 5461' 9 3/:Y RAISED DECK CLEARANCES PRIOR TO CONSTRUCTION. RE: STRUC - -- m 1' - 8" m P20antry EXTERIOR, AND MUST TERMINATE IN BACK -DRAFT DAMPER AT LEAST 3' FROM 7' - 6" o = " R F. a N NON-OPERABLE H ANY OPENING INTO THE BUILDING. THE SIZE AND MAXIMUM LENGTH RUN OF THE w 18 VERIFY VAULTED CEILINGS & LIGHT COVE DESIGN w/ ARCHITECT PRIOR TO b ® I Living a CONSTRUCTION. AS REWD. SF WINDOW X Deck R 20 DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER. = LINE OF PORCH ROOF - -- WD - 230 SF o 25 19 VERIFY ALL HVAC TRUNK LINE & REO'D. DROP SOFFIT w/ ARCHITECT PRIOR TO ABOVE 4 -- & se WD WD SF— O R-20 CONSTRUCTION. SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 101, B Oat m, � O Trex MI101,I 7' - 6" Ds & se DS & SPLASHBLOCK, o o x Porch 2' - a, 07 R-20 _ 07 20 FURNACE) w/ ARCHITECT. PROVIDE VENTED 4 TYP. 6WpF — - — - — - — _ _ — 2' - 6" 5' - 0" 5' - 0" 2' - 6" — — _ — _ — — ��— _ — _ — 474 CRMON ACCESS DOOR 30 ( = 07 — — _ 75' SIDF SETBACK 06 SF Conc. D N — — — SIDE ZLL �° se GAS METER SIDE ZLL 26 -71J ; 1 3/4" 21 OUTSIDE AIR (COMBUSTION AIR) TO BE THERMALLY SEPARATED FROM_3' ABOVE AND BELOW THE CAVITY, DRAFTSTOPS SHALL BE INSTALLED SO THAT 4 HH THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. 1.5' TO FIN.�� 5/8" 3' - 5 3/8" INSTALL PER XCEL CONDITIONED SPACES BY THE THERMAL ENVELOPE. THE OUTSIDE COMBUSTION 99' - 4" w11 _10"_ 7' --6" 7' --6" 07 7' = 6" DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY WINDOW WELL(S),DETAIL --Z. AIR REQUIRED FOR THE FURNACE AND WATER HEATER REQUIRE INSULATING THE 99 5 1 Z 5461' - 9 3/8' o DEDICATED RIGHT -O -WAY 6' - 6" 6' - 6" 20' - 0" o 7' - 10" 7' - 10" F y EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE EGRESS LADDER(S) & -2o BB BB BB e & 5B = O WINDOW WELL(S), 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 25 - 0 z 48' - 8" 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED FRONT SETBACK MEMBERS. 27 THE DOOR BETWEEN THE GARAGE AND LIVING SPACE MUST BE SELF-CLOSING, SELF -LATCHING AND EITHER 20 -MINUTE RATED, 13%" SOLID CORE WOOD, OR 13%" SOLID OR HONEYCOMB STEEL. 28 AN EXTERIOR LANDING IS REQUIRED IF MORE THAN TWO RISERS (MAXIMUM 73/4") ARE PROVIDED AT THE DOOR. THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER (MAXIMUM 73/4" FROM THE TOP OF THE THRESHOLD) TO A SURFACE QUALIFYING AS A LANDING. 29 FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE -RESISTANCE RATED AND SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER I M Mw Man 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 5 4 3 2 1 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W IO 1 J W \ 11* LU F- ! Q / T W � 2 N e � cu 0- E ■ -� o U VCU N 0 U a) cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I ,S ISSUE: CFOR CONSTRUCTION rREVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: C 1ST FLOOR PLAN l� SHEET #: of W heat „'I R� CD A4 oc THERMAL ENVELOPE SURROUNDING THEM, SUCH AS WITH A MECHANICAL X $IdeWalk w G # 7 SF lti EQUIPMENT ENCLOSURE. A SOLID, WEATHER-STRIPPED DOOR IS REQUIRED. 0 57 SF 1 1/2" 07 1' - 7 1/2" 3' - 5 7/8" 15' - 3" h o 0 22 KITCHEN EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 N Broom Finish TO N. WD CYC 2' - 0 1/2" o m CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE VSV % A APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR - TYP. SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE R-20 g- _ 7-' 3' _ 0" 9 5/8" OS 7' - 6" AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH 05 ° ° AA THE EXHAUST SYSTEM 0 7 6„ 12' - 4 5/8" 5' - 1 7/8" 3' - 0" 3' - 7 1/2" 5' - 7 1/2" 2' - 11 1/2"15' - 0" 23 IF THE KITCHEN INCLUDES A DISHWASHER, THEN A WASTE LINE FROM A BB�tj Powder DOMESTIC DISHWASHER MUST DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR 03 42 SF � Dining 07 o AIR BREAK INTO A STANDPIPE, A WASTE RECEPTOR, A WYE -BRANCH FITTING ON TILE O Kitchen 0 176 SF THE TAILPIECE OF THE KITCHEN SINK DRAIN OR THE DISHWASHER CONNECTION OF 7' - 6" a 172 SF WO R-20 0 A FOOD WASTE GRINDER PER P2717.2 AS AMENDED. gg O' Parlor 2, 1,. WD m o 24 PROVIDE RECESSED DRYER VENT BOX @ LAUNDRY AREAS. CLOTHES DRYERS TO 146 SF o. 15' - 5 3/4" BE PROVIDED W/ A MOISTURE EXHAUST SYSTEM THAT VENTS TO THE WO EXTERIOR, AND MUST TERMINATE IN BACK -DRAFT DAMPER AT LEAST 3' FROM 7' - 6" = " R F. a N NON-OPERABLE ANY OPENING INTO THE BUILDING. THE SIZE AND MAXIMUM LENGTH RUN OF THE gg I WINDOW R 20 DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER. - o 25 FIRE BLOCKING WITH APPROVED MATERIALS MUST BE PROVIDED IN CONCEALED & se Ds & R-20 SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 101, R-20 5' - 0" 7' - 6" Ds & se DS & SPLASHBLOCK, o SOFFITS, DROP & COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE 07 R-20 07 4 - 4 TYP. ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. — - — - — - — _ _ — _ _ _ 74 SInF SETBACK — _ — — _ — — _ — _ — — ��— _ — _ — = 07 — — _ 75' SIDF SETBACK — — — — — SIDE ZLL �° se GAS METER SIDE ZLL 26 CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY WITH USABLE SPACE BOTH ; 1 3/4" ABOVE AND BELOW THE CAVITY, DRAFTSTOPS SHALL BE INSTALLED SO THAT 4 HH THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. 1.5' TO FIN.�� 07 07 INSTALL PER XCEL STD. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY WINDOW WELL(S),DETAIL --Z. DEDICATED RIGHT -O -WAY 6' - 6" 6' - 6" 20' - 0" 7' - 10" 7' - 10" EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE EGRESS LADDER(S) & a WINDOW WELL(S), ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED COVER GRATE(S), TYP. w 10 EGRESS LADDER(S) & 13' - 0" 20' - 0" 15' - 8" IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: COVER GRATE(S), TYP. 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 25 - 0 z 48' - 8" 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED FRONT SETBACK MEMBERS. 27 THE DOOR BETWEEN THE GARAGE AND LIVING SPACE MUST BE SELF-CLOSING, SELF -LATCHING AND EITHER 20 -MINUTE RATED, 13%" SOLID CORE WOOD, OR 13%" SOLID OR HONEYCOMB STEEL. 28 AN EXTERIOR LANDING IS REQUIRED IF MORE THAN TWO RISERS (MAXIMUM 73/4") ARE PROVIDED AT THE DOOR. THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER (MAXIMUM 73/4" FROM THE TOP OF THE THRESHOLD) TO A SURFACE QUALIFYING AS A LANDING. 29 FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE -RESISTANCE RATED AND SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER I M Mw Man 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 5 4 3 2 1 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W IO 1 J W \ 11* LU F- ! Q / T W � 2 N e � cu 0- E ■ -� o U VCU N 0 U a) cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I ,S ISSUE: CFOR CONSTRUCTION rREVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: C 1ST FLOOR PLAN l� SHEET #: of W heat „'I R� CD A4 oc ■ L1U0UES o FL00n PLAN 1 ONE LAYER OF #15 ASPHALT FELT OR EQUAL (SPUN POLYOLEFIN HOUSE WRAP) FREE FROM HOLES AND BREAKS SHALL BE APPLIED OVER STRUCTURAL SHEATHING AND STUDS OF ALL EXTERIOR WALLS. ROLLED SHEETING SHALL BE APPLIED HORIZONTALLY, STARTING AT THE BOTTOM LAPPING SILL PLATE 1" MIN., W/ SUCCESSIVE UPPER LAYERS LAPPING OVER LOWER ONES, COURSES SHALL OVERLAP NOT LESS THAN 6 INCHES. 2 THE REQUIRED SEPARATION BETWEEN THE GARAGE AND ANY ADJACENT LIVING SPACE REQUIRES A SINGLE LAYER OF 1/z" GYP BOARD ON THE COMMON WALLS AND CEILINGS. A SINGLE LAYER OF 5/e" TYPE 'X' GYP BOARD IS REQUIRED ON THE CEILING, WITH A SINGLE LAYER OF 1/z" GYP BOARD ON ANY SYSTEM SUPPORTING THE FLOOR/CEILING ABOVE WHERE THERE IS HABITABLE SPACE. 3 BUILDER TO VERIFY FINISH FLOOR ELEVATION @ EACH LEVEL, STAIR LANDING, STAIR TREADS, AND SHALL ACCOUNT FOR ANY DESCREPANCIES IN FINISH MATERIALS PRIOR TO STAIR CONSTRUCTION TO ENSURE ALL RISERS ARE EQUAL, AND THAT THE MEANS OF EGRESS MEETS R311 4 HARDWOOD FLOOR THROUGHOUT ENTIRE MAIN LEVEL PER OWNER SELECTION, UNLESS NOTED OTHERWISE (U.N.O.) 5 LANDINGS OR A FLOOR SHALL BE PROVIDED ON EACH SIDE OF EACH EXTERIOR DOORS PER R311 IRC. 6 GUARDS AT THE STAIR OPENINGS, LANDINGS AND OTHER OPEN CHANGES IN ELEVATION GREATER THAN 30" WITHIN 36" MUST BE PROVIDED TO A MINIMUM HEIGHT OF 36". BALUSTERS OR OPENINGS MUST BE SPACED TO PREVENT PASSAGE OF A 4" SPHERE. AT THE OPEN SIDE OF STAIRS, THE HEIGHT MAY RANGE FROM 34" TO 38" AND THE OPENINGS PROVIDED MUST BE SPACED TO PREVENT PASSAGE OF A 43%" SPHERE. 7 RAILING DIMENSIONS ARE FROM T.O. FINISH FLOOR TO T.O. FINISH RAILING 8 STAIR HANDRAILS MUST BE GRASPABLE WITH EITHER A TYPE I CIRCULAR CROSS SECTION (11/4" TO 2" DIAMETER WITH A 4" TO 61/4" PERIMETER) OR TYPE II WITH A PERIMETER OVER 61/4" WITH A FINGER RECESS OF AT LEAST 5/16" ON BOTH SIDES OF THE PROFILE, AND HANDRAILS ARE ALSO REQUIRED ON AT LEAST ONE SIDE OF A FLIGHT OF STAIRS WITH 4 OR MORE RISERS PER SECTION R311.7.7.3. 9 ALL HABITABLE ROOMS, HALLWAYS, BATH/TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS MUST HAVE A MINIMUM CEILING HEIGHT OF 7'-0". A MINIMUM FINISHED CEILING HEIGHT OF 6'-8" IS PERMITTED AT THE SPACE IN FRONT OF BATH FIXTURES AND A 30"x30" AREA UNDER A SHOWER HEAD. A 6'-8" HEIGHT (6'-4" UNDER BEAMS, GIRDERS AND DUCTS) IS ALSO PERMITTED IN THOSE PORTIONS OF BASEMENTS NOT CONTAINING HABITABLE SPACES, BATH OR TOILET ROOMS, LAUNDRY ROOMS, OR HALLWAYS. 10 VERIFY ALL BUILT-INS DESIGN, MATERIALS, & LAYOUT w/ ARCHITECT PRIOR TO CONSTRUCTION. 11 VERIFY KITCHEN & BATHROOM DESIGN, MATERIALS, AND LAYOUT w/ ARCHITECT PRIOR TO CONSTRUCTION. 12 VERIFY CLOSET SHELF DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. 13 ALL VANITY CABINETS ARE 21" DEEP (U.N.O.) - VERIFY FINISH MATERIALS w/ ARCHITECT PRIOR TO CONSTRUCTION. 14 INSTALL SHOWER PAN PER MFR'S. WRITTEN INSTRUCTION. PROVIDE INSULATION AT EXTERIOR WALL PRIOR TO SETTING SHOWER PAN. 15 FIBER -CEMENT, FIBER MAT, REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS TO BE USED BEHIND ALL WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREA AT BATH. SAFETY GLASS REQUIRED IN SURROUNDING TUB/SHOWER AREAS. 16 ALL TILE WORK TO CONFORM W/ CURRENT TCA INSTALLATION SPECIFICATIONS & GUIDELINES. MASTIC SHALL NOT BE APPROVED FOR ANY TILE OR STONE INSTALLATIONS. 17 VERIFY FIREPLACE DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. INSTALL FIREPLACE PER MFR'S. WRITTEN INSTRUCTION; VERIFY FRAMING & VENTING CLEARANCES PRIOR TO CONSTRUCTION. 18 VERIFY VAULTED CEILINGS & LIGHT COVE DESIGN w/ ARCHITECT PRIOR TO CONSTRUCTION. 19 VERIFY ALL HVAC TRUNK LINE & REO'D. DROP SOFFIT w/ ARCHITECT PRIOR TO CONSTRUCTION. 20 VERIFY R.O. & FURNACE REQUIREMENTS w/ ARCHITECT. PROVIDE VENTED ACCESS DOOR (30" x 24" MIN.) 21 OUTSIDE AIR (COMBUSTION AIR) TO BE THERMALLY SEPARATED FROM CONDITIONED SPACES BY THE THERMAL ENVELOPE. THE OUTSIDE COMBUSTION AIR REQUIRED FOR THE FURNACE AND WATER HEATER REQUIRE INSULATING THE THERMAL ENVELOPE SURROUNDING THEM, SUCH AS WITH A MECHANICAL EQUIPMENT ENCLOSURE. A SOLID, WEATHER-STRIPPED DOOR IS REQUIRED. 22 KITCHEN EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM 23 IF THE KITCHEN INCLUDES A DISHWASHER, THEN A WASTE LINE FROM A DOMESTIC DISHWASHER MUST DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE, A WASTE RECEPTOR, A WYE -BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK DRAIN OR THE DISHWASHER CONNECTION OF A FOOD WASTE GRINDER PER P2717.2 AS AMENDED. 24 PROVIDE RECESSED DRYER VENT BOX @ LAUNDRY AREAS. CLOTHES DRYERS TO BE PROVIDED W/ A MOISTURE EXHAUST SYSTEM THAT VENTS TO THE EXTERIOR, AND MUST TERMINATE IN BACK -DRAFT DAMPER AT LEAST 3' FROM ANY OPENING INTO THE BUILDING. THE SIZE AND MAXIMUM LENGTH RUN OF THE DUCT IS TO BE DETERMINED BY THE DRYER MANUFACTURER. 25 FIRE BLOCKING WITH APPROVED MATERIALS MUST BE PROVIDED IN CONCEALED SPACES AT CEILING AND FLOOR LEVELS, HORIZONTALLY NOT TO EXCEED 101 , SOFFITS, DROP & COVE CEILINGS, BETWEEN STAIR STRINGERS, AND THE ANNULAR SPACE AROUND MATERIAL PENETRATIONS OF FLOORS AND CEILINGS. 26 CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY WITH USABLE SPACE BOTH ABOVE AND BELOW THE CAVITY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. 27 THE DOOR BETWEEN THE GARAGE AND LIVING SPACE MUST BE SELF-CLOSING, SELF -LATCHING AND EITHER 20 -MINUTE RATED, 13%" SOLID CORE WOOD, OR 13%" SOLID OR HONEYCOMB STEEL. 28 AN EXTERIOR LANDING IS REQUIRED IF MORE THAN TWO RISERS (MAXIMUM 73/4") ARE PROVIDED AT THE DOOR. THE REQUIRED EXIT DOOR MAY ONLY HAVE A SINGLE RISER (MAXIMUM 73/4" FROM THE TOP OF THE THRESHOLD) TO A SURFACE QUALIFYING AS A LANDING. 29 FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE -RESISTANCE RATED AND SHALL BE PROVIDED WITH A 1/2" GYPSUM WALLBOARD MEMBRANE ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER C D 48' - 8" 24' - 0" FUG 22' - 8" H X J - V b- V T17Po II - V Y- V b IJ - V L- V o R-20 ELEC. METER BELOW ROOF PLA T1WPo e � c Trp i 24 GA. PRE -FIN. GUTTER & DOWNSPOUT W/ SPLASHBLOCK, TYP. T17Po I e HVAC CU ON CONC PAD BELOW TYP. e i _ 7„ 24 GA. PRE -FIN. GUTTER & DOWNSPOUT W/ SPLASHBLOCK, TYP. 7, _ 0„ 11'-7" T17Po ��Po 1 T17Po 24 GA. PRE -FIN. SILL e FLASHING PAN 24 GA. PRE -FIN. SCUPPER e Al13 W/ COLLECTORHEAD & 08 Mm7, 6" 06 7' - 6" 7' - 6" 7' - 6" DOWNSPOUT W/ EXTENSION, LOCATION OF RADON CONTROL VENT PIPE a BB EE EE �& e FF SLEEVE THRU DECK T17Po 0 41'-8" _ 7„ 24 GA. PRE -FIN. GUTTER & DOWNSPOUT W/ SPLASHBLOCK, TYP. 7, _ 0„ 11'-7" T17Po ��Po 1 T17Po 24 GA. PRE -FIN. SILL e FLASHING PAN 24 GA. PRE -FIN. SCUPPER e Al13 W/ COLLECTORHEAD & 08 Mm7, 6" 06 7' - 6" 7' - 6" 7' - 6" DOWNSPOUT W/ EXTENSION, LOCATION OF RADON CONTROL VENT PIPE a BB EE EE �& e FF SLEEVE THRU DECK OS 4' - 0" TUB FAUCET m M.Bath m m 1 05 103 SF �� M.Closet Bed.2 R-zo: MBsd �I m 1' - 10 1/2" TILE M WC 74 SF om — 160 SF o — — 19 SF WD CPT CPT 0 3' - 7 1/2" �\4' - 0" 71 3/4" 1 TILE o — — —12'-1"— — 2'-812" 05 8'-1" 3'-45/8" 6'-33/8" 1 15'-21/2" 10, x 10 Imm TUB DECK 1' - 11" EO EO 7' - 6" 2X6 KNEE WALL LEDGE TO BE DEEP JAMB/SILL o CC FRAMED FLUSH W/ WINDO SILL R-20 44" MAX. SILL HT. EGRESS WINDOW -1 1 1 L 44" MAX. SILL HT. o a se 7 _ Z' - 6" Os R-20 07 EGRESS WIN OW_ OZ pp 2X4 FURR TO 07 DD 7' _ 6" Ds a CEILING 7=77R-20 07 GG 07 E a se 7' 6" 24 GA. PRE -FIN. DOWNSPOUT(S) I OZ FF W/ 3' MIN. EXTNSION(S) 10'-0" 3'-0" 5'-0" 10'-0" 5'-0" 3'-0" 12'-8" 13'-0" 20'-0" 15'-8" 48' - 8" r - THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''CC U V/ W = W 0 J W \11*W F— ! Q / T W r*. - 2 N e � cu Q ■ —� U VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.Com SEAL: L J 5 DRAWN: 4 js ISSUE: 07 FOR CONSTRUCTION 0 6„ AA REVISION: m 1 3 REV10EW #1 03/09/2 0 N 0 24 GA. PRE -FIN. DS W/ SPLAHBLOCK, TYP. end Floor Plan 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 2 1 DATE: C06/24/2020 SHEET TITLE: C2ND FLOOR PLAN SHEET #: of `N heat V�CDA5oc T17Po e o R-20 18 SF R.20 eI MID NOCPT 08 24 GA. PRE -FIN. DS i M.Linen N Ds a W/ SPLAHBLOCK, TYP. - MAX. SILL HT.I F1 Closet.2� — 406 OZ-� A CIO 8 0 SF — --- 18 SF — jy TILE �� ESS WINDOW CPT F N 24 GA. PRE -FIN. IStaIP.2 63 SF N 2'-63/4" 2'-6"_ 2'-67/8" `., — T17Po o 7' - 7 1/2" ALIGN R 4' - 5 1/8" 6' - 3 7/8" GRAVELST P R-20 ytp n m o X60 MIL. GREY' TPO 1' - � Bath sqkADHE --- --- ED ONTO OS 68SF I Bed.1m 1/2" DEN DECK PRIME 5r ___ ___ LLaundry TILE 136 THRUSTRUCTUR Loft2 9 CPTF7 -0MECH.-ATTACHED LLY-SLOPED7' - 0" � 50 SF m m 2"4' - 2 3/4" 4' - 2 3/4"ECK IDm 15 �8'-63/8" 11 5422' - 11 1/8"—� — 3'-11' 9'-11" 6'-45/8" 3'-27/ 8'-9" m 1/4" / 12" Hall 03 03 F qu Ty Po T17P5. o 2' - 9 3/4" 4' -- - 8 3/4" ' 13WDSF 22' - 1" 2' - 4 1/2"' Closet.1 — — - — — — OS 4' - 0" TUB FAUCET m M.Bath m m 1 05 103 SF �� M.Closet Bed.2 R-zo: MBsd �I m 1' - 10 1/2" TILE M WC 74 SF om — 160 SF o — — 19 SF WD CPT CPT 0 3' - 7 1/2" �\4' - 0" 71 3/4" 1 TILE o — — —12'-1"— — 2'-812" 05 8'-1" 3'-45/8" 6'-33/8" 1 15'-21/2" 10, x 10 Imm TUB DECK 1' - 11" EO EO 7' - 6" 2X6 KNEE WALL LEDGE TO BE DEEP JAMB/SILL o CC FRAMED FLUSH W/ WINDO SILL R-20 44" MAX. SILL HT. EGRESS WINDOW -1 1 1 L 44" MAX. SILL HT. o a se 7 _ Z' - 6" Os R-20 07 EGRESS WIN OW_ OZ pp 2X4 FURR TO 07 DD 7' _ 6" Ds a CEILING 7=77R-20 07 GG 07 E a se 7' 6" 24 GA. PRE -FIN. DOWNSPOUT(S) I OZ FF W/ 3' MIN. EXTNSION(S) 10'-0" 3'-0" 5'-0" 10'-0" 5'-0" 3'-0" 12'-8" 13'-0" 20'-0" 15'-8" 48' - 8" r - THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''CC U V/ W = W 0 J W \11*W F— ! Q / T W r*. - 2 N e � cu Q ■ —� U VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.Com SEAL: L J 5 DRAWN: 4 js ISSUE: 07 FOR CONSTRUCTION 0 6„ AA REVISION: m 1 3 REV10EW #1 03/09/2 0 N 0 24 GA. PRE -FIN. DS W/ SPLAHBLOCK, TYP. end Floor Plan 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 2 1 DATE: C06/24/2020 SHEET TITLE: C2ND FLOOR PLAN SHEET #: of `N heat V�CDA5oc e o 18 SF eI NOCPT 24 GA. PRE -FIN. DS TYP M.Linen N Ds a W/ SPLAHBLOCK, TYP. - -7 Closet.2� — OZ-� A CIO SF — --- 18 SF — jy TILE �� Dsase CPT F N N 2'-63/4" 2'-6"_ 2'-67/8" `., — T17Po 7' - 7 1/2" ALIGN R 4' - 5 1/8" 6' - 3 7/8" OS 4' - 0" TUB FAUCET m M.Bath m m 1 05 103 SF �� M.Closet Bed.2 R-zo: MBsd �I m 1' - 10 1/2" TILE M WC 74 SF om — 160 SF o — — 19 SF WD CPT CPT 0 3' - 7 1/2" �\4' - 0" 71 3/4" 1 TILE o — — —12'-1"— — 2'-812" 05 8'-1" 3'-45/8" 6'-33/8" 1 15'-21/2" 10, x 10 Imm TUB DECK 1' - 11" EO EO 7' - 6" 2X6 KNEE WALL LEDGE TO BE DEEP JAMB/SILL o CC FRAMED FLUSH W/ WINDO SILL R-20 44" MAX. SILL HT. EGRESS WINDOW -1 1 1 L 44" MAX. SILL HT. o a se 7 _ Z' - 6" Os R-20 07 EGRESS WIN OW_ OZ pp 2X4 FURR TO 07 DD 7' _ 6" Ds a CEILING 7=77R-20 07 GG 07 E a se 7' 6" 24 GA. PRE -FIN. DOWNSPOUT(S) I OZ FF W/ 3' MIN. EXTNSION(S) 10'-0" 3'-0" 5'-0" 10'-0" 5'-0" 3'-0" 12'-8" 13'-0" 20'-0" 15'-8" 48' - 8" r - THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''CC U V/ W = W 0 J W \11*W F— ! Q / T W r*. - 2 N e � cu Q ■ —� U VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.Com SEAL: L J 5 DRAWN: 4 js ISSUE: 07 FOR CONSTRUCTION 0 6„ AA REVISION: m 1 3 REV10EW #1 03/09/2 0 N 0 24 GA. PRE -FIN. DS W/ SPLAHBLOCK, TYP. end Floor Plan 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 2 1 DATE: C06/24/2020 SHEET TITLE: C2ND FLOOR PLAN SHEET #: of `N heat V�CDA5oc I ID -100F 1 VERIFY ROOF FRAMING & LAYOUT PRIOR TO CONSTRUCTION. 2 PROVIDE RAKED WALLS @ ALL RAKED ROOF END FRAMING. 3 ALL STEEP -SLOPE ROOFS k2:12) TO BE ASPHALT SHINGLES ON (1) LAYER 30 LB. FELT UNDERLAYMENT w/ ICE & WATER SHIELD AT ALL HEADWALLS, SIDEWALLS, VALLEYS AND EAVES 36" MIN. TO INSIDE FACE OF WARM WALL. 4 ALL LOW -SLOPE ROOFS k2:12) TO BE ADHERED 60 MIL 'GREY' TPO ON 1/2" DENSDECK PRIME, MECHANICALLY -ATTACHED W/ APPROPRIATE FASTENERS & PLATES @ 18F, 24P, 32C, TYP. 5 ALL ACCESIBLE LOW -SLOPE ROOFS k2:12) TO BE ADHERED 60 MIL 'GREY' TPO ON 1/2" DENSDECK PRIME ADHERED W/ INSULATION ADHESIVE PER MGRS WRITTEN INSTRUCTION TYP. 6 ALL ACCESIBLE LOW -SLOPE ROOF AREAS TO BE PROTECTED W/ SACRIFICIAL TPO SLIP SHEET (TACK INTO PLACE USING TPO BONDING ADHESIVE AT UPHILL CORNERS ONLY) AND POLYPROPYLENE PAVER TILES (IKEA SPCL). 7 ALL LOW -SLOPE ROOFS TO HAVE 1/4" PER FOOT MIN. SLOPE (STRUCTURAL OR OVERFRAMED) 8 RUN TPO ROOFING MEMBRANE UP & OVER ALL PARAPET WALLS, U.N.O.; LAP FINISH MATERIALS 2" MIN. 9 PROVIDE 1/2" PER FT. SLOPE MIN. CONT. SLOPED SUPPORT ON ALL PARAPET WALLS - 1/2" MIN. EXT. GRADE PLYWOOD ON 1/2" PLYWOOD (SIM.) SHIM, SLOPE TO INTERIOR ROOF. 10 TPO IS NOT COMPATIBLE W/ ICE & WATER SHIELD. DO NOT USE TOGETHER! ** DO NOT APPLY ICE & WATER SHIELD ONTO TPO ROOFING MEMBRANE. ** USE TPO COMPATIBLE P&S FLASHING: 'SHARKSKIN ULTRA SA' (RE: PREMIUM PANELS, INC. ARVADA, CO 303.420.8538) 11 ALL PARAPET WALLS TO HAVE 24 GA. PRE -FINISHED COPING CAP FLASHING. 12 ALL FLASHING METAL TO BE 24 GA. PRE -FINISHED GALVANIZED STEEL, VERIFY COLOR SELECTION W/ ARCHITECT. 13 PROVIDE 24 GA. PRE -FINISHED CONTINUOUS 5" BOX GUTTER AND 24 GA. 4" ROUND, SMOOTH DOWNSPOUTS. 14 VERIFY ALL DOWNSPOUT LOCATIONS & CLEARANCES w/ ARCHITECT PRIOR TO CONSTRUCTION. 15 PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS. 16 PROVIDE A CONTROLLED METHOD OF WATER DISPOSAL FROM ROOFS THAT WILL COLLECT AND DISCHARGE ALL ROOF DRAINAGE TO THE GROUND SURFACE AT LEAST 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. 17 RE: ARCHITECTURAL SHEET(S) WALL/FLOOR/ROOF TYPES, SECTIONS & DETAILS FOR ROOF ASSEMBLIES AND FLASHING DETAILS 18 PROVIDE ATTIC VENTILATION AS REQUIRED PER SECTION R806 - IRC REFER TO ROOF PLAN FOR VENTILATION REQUIREMENTS. UNVENTED ROOF ASSEMBLIES: UNVENTED ROOF ASSEMBLIES (All Flat Roof Assemblies): Per IRC 2018 R806.5 Unvented Attic Assemblies: Unvented attic assemblies (spaces between the ceiling joists of the top story and the roof rafters) shall be permitted if all the following conditions are met: 1. The unvented attic space is completely contained within the building thermal envelope. 2. No interior vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly. 3. Where wood shingles or shakes are used, a minimum 1/4 inch (6 mm) vented air space separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4. In climate zones 5,6,7 and 8, any air -impermeable insulation shall be a vapor retarder, or shall have a vapor retarder coating or covering in direct contact with the underside of the insulation. S. Either Items 5.1, 5.2or 5.3 shall be met, depending on the air permeability ofthe insulation directly under the structural roof sheathing. 5.1.. Air -impermeable insulation only. Insulation shall be applied in direct contact with the underside of the structural roof sheathing. ROOF VENTILATION: IRC 2018 R806.1 Ventilation Required Per IRC 2018 R806.2 Minimum Area: The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross -ventilation area may be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in -winter side of the ceiling. 04 TYP. A7 5 )HALT SHINGLES ON HETIC UNDERLAYMEK $#ON��� UCTURALLY-SLOPED i_miu•■ W-1ma Y a, m � P ~I z LL ' N 6 T1YP I I T� o Ale 8'-0" 5'-0" 10 TV M5 I o e o ° CRICKET I1 LOCATION OF RADON r CONTROL VENT PIPE I 7VIDD15 M c — 60 MI . 'GREY' TPO ADHERED ONTO 1/2" D N____ PRIME ADHERED ONTO STRUCT RALLY -SLOPED DECK 24 GA. PRE -FIN. 5" 1/4" / 12" CONT. GUTTER & DS T1WPo W/ SPLASHBLOCK e - T1WPo o 0 m 22 GA. PRE -FIN. GRAVELSTOP P11 11 1 11 o ° I m a9� cl - - I�r a ,� U TVPo a e w , �11 H z o' ffh 13'- 0" / 12" Typo SOLAR -READY INTERCONNECTION CONDUIT PATHWAY TO ELECTRIC SERVICE TF7Po I I IDGE DECK BELOW SOLAR -READY INTERCONNECTION RE: 1ST PLAN CONDUIT PATHWAY TO ELECTRIC SERVICE L 24 GA. PRE -FIN. SILL FLASHING F� 22 GA. PRE -FIN. COLLECTOR HEAD, W/ BLOCK 6" / 12" EXTENSION UNDERDER DECK N CRICKET '- 1 � o z o � lq J � <<FY � P� tO f`IL. 'GRf"T-T-PB— 1 SIF SOLAR -READY 15'-8" A11 ADHERED 1 1 10 ZONE PER RA103 No DENSDECK • TA B C D E F G H J `1 • 1 ONTO UNVENTED 48' - 8" TAPERED •1 1 . MEMO Y U ASSEMBLY PER 1 DECK— m :1. 24, _ 011 w � 5' - 0" 5' - 0" 3' - 0" ■ToTT�� 11' - 0" � 9' - 0" 8" 13' - 0" 2' - 0" 01 T���TTT.RG�Ti TTn�aiiJuTTNTHETIC . 1 • . .. iii • Tim TGA T�uri�T 1 E • m�TT �■�T limmilF�FYYT rT��� 1 � 1 • 11 24 GA. PRE -FIN. CONT. GUTTER ` TSP^ LOCATION OF NEW 200 u N & DS W/ SPLASHBLOCK, TYO. ==y==y==y-�y===y==y==■ AlMP SERVICE &MAIN 1 — — — — — �II������II BELOW_ ' 8' UTILITY & DRAINAGE EASEMENT �� �yy�lyy�� lyy. — — — — —DISCONNECT — mmy1111 I MIMOSA 8UTILITY &DRAINAGE EASEMENT ELEC PANEL (BELOW) 10' SIDE SETBACK --- — ----------- ----------- �------------------- -- -- 10' SIDE SETBACK 04 TYP. A7 5 )HALT SHINGLES ON HETIC UNDERLAYMEK $#ON��� UCTURALLY-SLOPED i_miu•■ W-1ma Y a, m � P ~I z LL ' N 6 T1YP I I T� o Ale 8'-0" 5'-0" 10 TV M5 I o e o ° CRICKET I1 LOCATION OF RADON r CONTROL VENT PIPE I 7VIDD15 M c — 60 MI . 'GREY' TPO ADHERED ONTO 1/2" D N____ PRIME ADHERED ONTO STRUCT RALLY -SLOPED DECK 24 GA. PRE -FIN. 5" 1/4" / 12" CONT. GUTTER & DS T1WPo W/ SPLASHBLOCK e - T1WPo o 0 m 22 GA. PRE -FIN. GRAVELSTOP P11 11 1 11 o ° I m a9� cl - - I�r a ,� U TVPo a e w , �11 H z o' ffh 13'- 0" / 12" Typo SOLAR -READY INTERCONNECTION CONDUIT PATHWAY TO ELECTRIC SERVICE TF7Po I I IDGE DECK BELOW SOLAR -READY INTERCONNECTION RE: 1ST PLAN CONDUIT PATHWAY TO ELECTRIC SERVICE L 24 GA. PRE -FIN. SILL FLASHING F� 22 GA. PRE -FIN. COLLECTOR HEAD, W/ BLOCK 6" / 12" EXTENSION UNDERDER DECK N CRICKET '- 1 � o z o � lq J � <<FY � P� tO f`IL. 'GRf"T-T-PB— 317 SIF SOLAR -READY 15'-8" 48' ADHERED 1 1 10 ZONE PER RA103 No DENSDECK • `1 • 1 ONTO UNVENTED •11 TAPERED •1 1 . MEMO ASSEMBLY PER 1 DECK— :1. MEMO •1/SHINGLE T,1ANSITION ■ToTT�� � ToTToTT���TToTT�� T. T���TTT.RG�Ti TTn�aiiJuTTNTHETIC . 1 • . .. iii • Tim TGA T�uri�T 1 E • m�TT �■�T limmilF�FYYT rT��� 1 � 1 • 11 m�T ` ==y==y==y-�y===y==y==■ • 1 � �II������II arm ' �� �yy�lyy�� lyy. �■�������yyy�����l mmy1111 I MIMOSA 0 e DEC BELOW RE: 1ST PLAN CRICKET, ROOFING, TYP. ^ry CRICKET 24 GA. PRE -FIN. COPING CAP FLASHING, TYP. I 317 SF SOLAR -READY ZONE PER RA103. C n UP. MIN. 6 1 Al2 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W 0 J W /IllW W r*. - 2 N e � cu Q ■ -� U Vi N 0 U cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I PRE -FIN. CONT. GU JJ se GUTTER & DS W/ o IIL PDI ASHgLnru,TYo _ DRAWN: TF7Po J S GE o FOR CONSTRUCTION 0 TP7Po REVISION: 3 REV1 03/31/21 Ello os a 5&5B o TY—F. T�Po N 24 GA. PRE -FIN. BOX GUTTER 24 GA. PRE -FIN. CONT. & DS W/ SPLASHBLOCK, TYP. ° ° GUTTER & DS W/ SPLASHBLOCK, TYP. 20'-0" 15'-8" 48' - 8" 10 Roof Plan 1/4" = V-0" Graphic Scale: 1 inch = 4 feet 3 2 1 DATE: C06/24/2020 SHEET TITLE: l�C ROOF PLAN SHEET #: of `N heat CD oc A 6 0.32% 0.9-1"K ASPHALT SHINGLE ROOFING CHARCOAL OZ 60 MIL. TPO MEMBRANE ROOFING 15/16" x 2-1/2" BATTENS, VERT., 03 24 GA. GUTTER & DOWNSPOUT 1 1/4" LP SMARTSIDE 540 SERIES SMOOTH CEMENT BD. FASCIA BLACK PINE TAR 05 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR 5/16" x 16" VERT. PANEL SIDING 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY O16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR LP SMARTSIDE 38 SERIES SMOOTH 4" MASONRY BRICK VENEER SIDING ONYX 09 CONCRETE, POURED -IN-PLACE BOARD -FORMED (1) LAYER 'TYVEK' WEATHER STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS 1 3/8" BARRIER, LAP COUNTERFLASHING PLYWOOD SHEATHING, RE: STRUC. WINDOW FLASHING, RE: 08/A15 24 GA. PRE -FIN. HEAD FLASHING W/ HEM AT ALL WINDOWS/DOORS 2: 1 3/8" 01 11 PROVIDE 1/8" GAP OPEN HEM 1/2" GWB., PNT. 17,2 1/2" GWB., PNT. L'111 ���OVLI ll ll l�?�W� 1D1 Wo � jlSo ►1 15/16" x 3" BATTENS, VERT., LP SMARTSIDE 540 SERIES SMOOTH 5/16" x 16" VERT. PANEL SIDING LP SMARTSIDE 38 SERIES SMOOTH (1) LAYER 'TYVEK' WEATHER BARRIER, LAP COUNTERFLASHING PLYWOOD SHEATHING, RE: STRUC. 24 GA. PRE -FIN. JAMB FLASHING PROVIDE 1/8" GAP a a WINDOW JAMB, RE: WINDOW SCHD. 1/2" GWB. JAMB, PNT. 1 3/8" O�lSo 0 1 3/8" F-� 0.32" 0.91" 2 CM QUARTZ SILL, 'CORIAN' WINDOW JAMB, RE: WINDOW SCHD 24 GA. PRE -FIN. SILL FLASHING W/ OPEN HEM AT ALL WINDOW SILLS 15/16" BATTENS, VERT., LP SMARTSIDE 540 SERIES SMOOTH 5/16" x 16" VERT. PANEL SIDING LP SMARTSIDE 38 SERIES SMOOTH (1) LAYER 'TYVEK' WEATHER BARRIER, LAP COUNTERFLASHING PLYWOOD SHEATHING, RE: STRUC. Window Sill • : d.& � at. 3" = 1'-0" 3" = 1'-0„ 3" = 1'-0„ <SU% IUTAL NFA, RE: ROOF PLAN VENTED ROOF ASSEMBLY PER R806.1, RE: ROOF PLAN ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT LOW ROOF VENTS, ENSURE >50% TOTAL NFA, RE: ROOF PLAN 24 GA. PRE -FIN. GUTTER & DS W/ SPLASHBLOCK m �r. Top Plaaa 5471' - 2 1/4" CEMENT BD. & BATTEN, PNT. ELEC METER 2 TYP. A8 +•' In 5461' - 7 1/8" - +�E[ F_P� (=J) 1 Al2 � 6 D UNVENTED ROF ASSEMBLY PER R806.5 24 GA. PRE -FIN. COLLECTOR HEAD _ w o a N a d 24 GA. PRE -FIN. DOWNSPOUT 4" MASQNRY VENEER GA. PRE -FIN. GUTTER & DS 6.• t24 /2 24 GA. PRE -FIN. RAVELSTOP CMT. BD. FASCIA, PNT. 71m- _�� - ALIGN & CENTER STUD FRAMING LAYOUT W/ SIDING; 16" BD. W/ BATTENS. CL ON STUD, CENTER ON PEAK DD _ o,,, `1, _ o„ DaDDDOaD DDDDDD MATERIAL: COLOR: O1 ASPHALT SHINGLE ROOFING CHARCOAL OZ 60 MIL. TPO MEMBRANE ROOFING GREY 03 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR 05 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR 06 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY O16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR 08 4" MASONRY BRICK VENEER SIDING ONYX 09 CONCRETE, POURED -IN-PLACE BOARD -FORMED 10 STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS 35' Max. Bldg_Ht.IIIIIIIIIIIIIIIIIIIIIIIII 5496' - 0" UNVENTED ROOF ASSEMBLY PER R806.5 T.O. Ride 13 ASPHALT SHINGLES ON 5489' - 10 1/4" SYNTHETIC UNDERLAYMENT Mid -Roof 5486' - 8 1/4" 24 GA. GUTTER & DS W/ SPLASHBLOCK 4 TY M.Bed Top Plate � A7 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" 8 TYP. 7'-6" 7'-6" CC CC CC A7 CMT. BD. & BATTEN, PNT. 2 T P. 2 TYP. O7 IMFA8 A� 2nd SubFloor 5432' - 11 1/8" o CVG HEMLOCK SOFFIT, PNT. 1st Top P to 5431' - 10 1/2" POWDER -COATED HSS Di 7'-6" BB 7'-6" BB 7'-6" BB STL.COLUMN, RE: STRUC. 8 TYP. A7 0 CONC. PORCH SLAB WINDOW WELL & COVER GRATE AND EGRESS 1st SubFloor LADDER PER CODE, TYP. 461' - 9 3/8" 5461.38' N T.O.Fndn 61 7 1/8 Ave. Grade 5461' - 0" (5461.00') wart HawmUolm 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''CC U V/ W = W 0 J FLU > � W W00 2 N D e � co 0- E ■ -� o U VCU i N 0 U i cu m U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: 11l:L\wli! I ,S ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CELEVATIONS SHEET #: of W heat ply. At C I INVFNTFn RnnF dCCFMRI Y ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT 24 GA. PRE -FIN. GUTTER & DS CEMENT BD. & BATTEN, PNT. 60 MIL. 'GREY' TPO, ADHERED 1/2" DENSDECK PRIME, ADHERED 3" = 1'-0" PLYWOOD SHEATHING, RE: STRUC (1) LAYER WEATHER BARRIER 5/8" x 10.25" HORZ.'ASPIRE' SHIPLAP SIDING, SMOOTH STRIP -IN FLASHING W/ 'TYVEK' WEATHER BARRIER TAPE APPROP. FASTENERS @ 12" O.C. PROVIDE 1/4" MIN. GAP a \ a 24 GA. BONDERIZED 'PAINT -LOC' 1/4" OUTSIDE CORNER FLASHING, PNT. GAP @ shoopkp A B C D 15 CEMENT BD. FASCIA, PNT. CVG HEMLOCK SOFFIT, PNT. 2 TYP. A8 GAS METER — SPLASHBLOCK, TYP. CONC_ PORCH 'L��'Sl iy MA8 TY 1 1/4" 0.32" 0.91' N ALIGN BATTENS ON STUDS, N CENTER STUD LAYOUT ON ELEVS. 15/16" x 3" BATTENS, VERT., LP 2 1/2" 1 1/4" CL SMARTSIDE 540 SERIES SMOOTH - - - N- 5/16" x 16" VERT. PANEL SIDING LP SMARTSIDE 38 SERIES SMOOTH PLYWOOD SHEATHING, RE: STRUC. (1) LAYER 'TYVEK' WEATHER BARRIER, STRIP -IN FLASHING I � PROVIDE 1/4" MIN. GAP \ a 24 GA. BONDERIZED 'PAINT -LOC' 1/4" OUTSIDE CORNER FLASHING nn71L� (] (� �p (GGA�pP � y�7�L� 014 80de lea 1511 @ RWo B(� D 3" = 1'-0" O 2 T.. CHARCOAL - "13 A8 03 LIE CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR 05 m J W W_ OZ 06 2 T.. CHARCOAL - 8' -=o„ JJ A8 03 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' 4 \7 07 MQ�En LEGEND MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL - 8' -=o„ JJ GREY 03 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" MQ�En LEGEND MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL 02 60 MIL. TPO MEMBRANE ROOFING GREY 03 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR 05 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR 06 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY OZ 16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR O4" MASONRY BRICK VENEER SIDING ONYX 09 CONCRETE, POURED -IN-PLACE BOARD -FORMED 10 STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS 35' Max. Bldg. Ht. 5496' - 0" UNVENTED ROOF ASSEMBLY PER R806.5 T. 0. Ridge 5489' - 10 1/4" ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT W Mid -Roof 5486' - 8 1/4" 0 24 GA. PRE -FIN. GUTTER & DS M.Bed Top Pl�111111111 w 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" CEMENT BD. & BATTEN, PNT. TYP. 2 A8 2nd SubFl�IIIIIIIII 5432' - 11 1/8" o 1st Top P to 5431' - 10 1/2" P. WINDOW WELL & COVER I 0 GRATE AND EGRESS LADDER PER CODE, TYP. 1st SubFl�IIIIIIIII 461' - 9 3/8"(5461.78') T.0 FndnjIIIIIIIIIIIIIIIIIIIIIIIII 61' - 7 1/8" Ave. Grade 5461' - 0" (5461.00') 300h HOWSUIDIM 1/4" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W 0 J W N F Q > � TW W 2 00N e � co a ■ —� 0 U VCU i N 0 U i m U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: 11l:L\wli! I ,S ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CELEVATIONS SHEET #: of \N heat ply. A8 Window Head � 3" = 1'-0" CMT. BD. PANEL SIDING, HORZ. 10.25" 'ASPYRE' SHIPLAP SIDING (1) LAYER 'TYVEK' WEATHER BARRIER, LAP COUNTERFLASHING PLYWOOD SHEATHING, RE: STRUC. WINDOW FLASHING, RE: 08/A15 24 GA. PRE -FIN. HEAD FLASHING W/ HEM AT ALL WINDOWS/DOORS a 1 3/8" PROVIDE 1/4" GAP OPEN HEM 1/2" GWB., PNT. " 1/2" GWB., PNT. m UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT 3.5" CEMENT BD. FRIEZE, PNT. 24 GA. GUTTER & DS W/ SPLASHBLOCK CEMENT BD. & BATTEN, PNT. CVG HEMLOCK SOFFIT, PNT. HOSE BIB GAS METER - WINDOW WELL & COVER - GRATE AND EGRESS LADDER PER CODE, TYP: Winslow Jam 1 •� CMT. BD. PANEL SIDING, HORZ. 10.25" 'ASPYRE' SHIPLAP SIDING (1) LAYER 'TYVEK' WEATHER BARRIER, LAP COUNTERFLASHING PLYWOOD SHEATHING, RE: STRUC. WINDOW FLASHING, RE: 08/A15 24 GA. PRE -FIN. JAMB FLASHING 1 3/8" PROVIDE 1/4" GAP 01 WINDOW JAMB, RE: WINDOW SCHD. m 1/2" GWB. JAMB, PNT. sh0[0mn 1 3/8" 9 rM nllAnT7 CII1 'rnnlAAI' 3" = 1'-0" MATERIAL: COLOR: OASPHALT SHINGLE ROOFING O60 MIL. TPO MEMBRANE ROOFING O24 GA. GUTTER & DOWNSPOUT O7/16" CEMENT BD. FASCIA O5 11/16" CVG HEMLOCK SOFFIT O6 10.25" 'ASPYRE' SHIPLAP SIDING OZ 16" CEMENT BD. & BATTEN SIDING OO 4" MASONRY BRICK VENEER SIDING O9 CONCRETE, POURED -IN-PLACE 10 STEEL RAILING, POWDER COATED 3" = 1'-0" - - 2 3 4 5 6 1 Y Al2 H UNVENTED ROOF ASSEMBLY PER R806.5 24 GA. PRE -FIN. COPING CAP 60 IL. 'GREY' TPO MEMBRANE, AD :RED UP & OVER PARAPET 24 GA.COLLECTORHEAD & DS W/ SPLASHBLOCK CHARCOAL GREY CMG 'VINTAGE' BLACK PINE TAR BLACK PINE TAR REPOSE GREY BLACK PINE TAR ONYX BOARD -FORMED BLACK FINE TEXTURE LOW GLOSS 35' Max. Bldg_Ht.IIIIIIIIIIIIIIIIIIIIIIIII 5496' - 0" T.O. Rim 5489' - 10 1/4" Mid -Roof � 5486' - 8 1/4" 1st Top P to 514, 1' - 10 1/2" Gar. To Plate 5431' - 2 1/4" 1st SubFloor +61' - 9 3/8" 546138' \ T.O.Fndn 461' - 7 1/8" Y Ave. Grade M 5461' - 0" (5461.0') East Elevation 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. M.Bed Top Plate � , 5483' - 6 1/4" RIDGE ROOF VENTS, ENSURE HD <50% TOTAL NFA, 2nd Top P to 1111111111111 wp RE: ROOF PLAN U 5482' - 0 1/4" VENTED ROOF ASSEMBLY W PER R806.1, RE: ROOF PLAN = W 0 ASPHALT SHINGLES ON J SYNTHETIC UNDERLAYMENT ! F- LOW ROOF VENTS, \ / 11*W ENSURE >50% TOTAL NFA, � T 2 RE: ROOF PLAN 24 GA. GUTTER & DS W/ 2nd SubFloor m J SPLASHBLOCK 5432' - 11 1/8" o I w 1st Top P to 514, 1' - 10 1/2" Gar. To Plate 5431' - 2 1/4" 1st SubFloor +61' - 9 3/8" 546138' \ T.O.Fndn 461' - 7 1/8" Y Ave. Grade M 5461' - 0" (5461.0') East Elevation 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. � T e � co a ■ —� o U VCU i N 0 U i cu m U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 10mo mwily4l; SHEET TITLE: CELEVATIONS SHEET #: of `N heat o� A`I9 Cl) HD W 00 wp U ''CC V/ W = W 0 J W ! F- Q \ / 11*W W � T 2 N � T e � co a ■ —� o U VCU i N 0 U i cu m U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 10mo mwily4l; SHEET TITLE: CELEVATIONS SHEET #: of `N heat o� A`I9 UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT UNVENTED ROOF ASSEMBLY PER R806.5 60 MIL. 'GREY' TPO, ADHERED UP & OVER PARAPET WALL 24 GA. PRE -FIN. COPING CAP FLASHING w 24 GA. PRE -FIN. GUTTER & DS W/ SPLASHBLOCK CEMENT BD. & BATTEN, PNT. CEMENT BD. SIDING, HORZ. 'ASPYRE' SHIPLAP SIDING TYP 2 24 GA. PRE -FIN. GUTTER & DS A8 W/ SPLASHBLOCK 3 TY P I 4_. A8 CVG HEMLOCK SOFFIT, PNT. 24 GA. PRE -FIN. SILL FLASHING PAN STL. COLUMNS, PNT., RE: STRUC_ STONE VENEER, CONT. INSIDE 7' -6" BB GAS STUB -OUT FOR BBD. HOSE BIB HVAC CU ON CONC PAD 07 7'-6" BB TPO-COATED METAL THRU-WALL SCUPPER RE: 12/A15 � N 13 FF/ EE 06 06 3 7'-6" BB FIRE o 7'-66" 14 -�- 7' -1 6" MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL O60 MIL. TPO MEMBRANE ROOFING 1 '("Al1 G F E D C B A TPO-COATED METAL THRU-WALL SCUPPER RE: 12/A15 � N 13 FF/ EE 06 06 3 7'-6" BB FIRE o 7'-66" 14 -�- 7' -1 6" MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL O60 MIL. TPO MEMBRANE ROOFING GREY O3 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR O5 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR O6 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY Oi 16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR OB 4" MASONRY BRICK VENEER SIDING ONYX = O9 CONCRETE, POURED -IN-PLACE BOARD -FORMED J 10 STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT 0 24 GA. PRE -FIN. COLLECTOR u HEAD & DS W/ SPLASHBLOCK T.O. Ridge 5489' - 10 1/4" Mid -Roof � M.Bed Top Plate 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" 24 GA. PRE -FIN. GUTTER & DS W/ SPLASHBLOCK, TYP. w T w 4" MASONRY VENEER, ALIGN W/ WINDOW R.O. CEMENT BD. & BATTEN, PNT. RIDGE ROOF VENT, RE: ROOF PLAN ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT 60 MIL. 'GREY' TPO, ADHERED 15 24 GA. PRE -FIN. GRAVELSTOP 24 GA. PRE -FIN. GUTTERS & 40?=DS W/ SPLASHBLOCK- CEMENT BD. FASCIA, PNT. CVG HEMLOCK SOFFIT, PNT. 24 GA. PRE -FIN. GUTTERS & DS W/ SPLASHBLOCK ELEC METER 2 TYP. A8 CEMENT BD. & BATTEN, PNT. CONC. DRIVEWAY SLAB Looz — Cl) 08 OZ Cl) O W s o L7 o ''CC V/ W m = N 0 1 J W —IL ! F- L T.O. Ridge 5489' - 10 1/4" Mid -Roof � M.Bed Top Plate 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" 2nd SubFlo��. 5432' - 11 1/8" o 1st Top P �e� a31 To 10P 5431' - 2 1/4" a J a a o , w o a a 1st SubFloor .61' - 9 3/8" 5461.38' T.O.Fndn t61' - 3 1/8" Ave. Grade N 5461' - 0" (5461.0') Hank HOW8 00[m 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. Cl) Cl) O W s o L7 o ''CC V/ W m = N 0 2nd SubFlo��. 5432' - 11 1/8" o 1st Top P �e� a31 To 10P 5431' - 2 1/4" a J a a o , w o a a 1st SubFloor .61' - 9 3/8" 5461.38' T.O.Fndn t61' - 3 1/8" Ave. Grade N 5461' - 0" (5461.0') Hank HOW8 00[m 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � co a ■ —� o U Vi N 0 U N cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lurid-studio.�om SEAL: I ,S ISSUE: CFOR CONSTRUCTION REVISION: 10mo mwily4l; SHEET TITLE: CELEVATIONS SHEET #: of `N heat CD ec AN Dm`s\ Cl) Cl) O W 00 wp U ''CC V/ W = W 0 1 J W ! F- Q \ / 11*W W � T 2 N e � co a ■ —� o U Vi N 0 U N cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lurid-studio.�om SEAL: I ,S ISSUE: CFOR CONSTRUCTION REVISION: 10mo mwily4l; SHEET TITLE: CELEVATIONS SHEET #: of `N heat CD ec AN Dm`s\ 24' - 0" 6- 09 1 Al2 Q6 5' _ 2,. UNVENTED ROOF AS EMBLY PER R806.5 24 GA. COPING C P FLASHING 60 MIL TPO ROOFINC MEMBRANE, ADHERED ONTO 1/ " DENSDECK PRIME, MECH.-ATT CHED ONTO STRUCTURALLY -S LOPED DECK o w a a N � RE: STRUC. DTL 551/S3 R-20 14 L uI m 7'-6" TL. BEA E:STRL Stair.2 63 SF tair.1 57 SF Stair.0 54 SF RIDGE ROOF VENTS, ENSURE COLOR: OASPHALT SHINGLE ROOFING CHARCOAL <50% TOTAL NFA, MIL. TPO MEMBRANE ROOFING GREY O3 24 GA. GUTTER & DOWNSPOUT RE: ROOF PLAN O7/16" CEMENT BD. FASCIA BLACK PINE TAR O5 VENTED ROOF ASSEMBLY BLACK PINE TAR O6 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY PER R806.1, RE: ROOF PLAN 16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR OB 4" MASONRY BRICK VENEER SIDING ASPHALT SHINGLES ON O9 CONCRETE, POURED -IN-PLACE BOARD -FORMED 10 SYNTHETIC UNDERLAYMENT BLACK FINE TEXTURE LOW GLOSS 1 Bs t To Plate Safe m B.Great m Bed.3 x 0 z �' 14 7 SF u 410 SF U LOW ROOF VENTS, i� a GG o Gar.Foot W ENSURE >50% TOTAL NFA, T 2 .0. RE: ROOF PLAN 5453' - 2 3/8" 10 w R-19 AREA DRAIN TIE INTO 24 GA. PRE -FIN. GUTTER a d PERIMETER DRAIN & DS W/ SPLASHBLOCK w T.O. Bsmt Slab R-10. R-49 TRUSSES, RE: STRUC. e T J 5450' - 11 3/8" =MG� . Top Plate SUMP PUMP 5431' - 2 1/4" Wg \\C�flc HS @ D(MCkiD 0 OZ R-20 Garage a 529 SF T-0" MIN. OVER -EXCAVATED BENEATH SLAB AND REPLACE W/ IMPORTED STRUCTURAL FILL --T.O_Fnd1L RE: SOILS REPORT 5461 �. Aye Grade o z SLAB ON GRADE 5461' - 0" Lu EMEET.O. Gar.Foot 5453' - 2 3/8" 6- 09 1 Al2 Q6 5' _ 2,. UNVENTED ROOF AS EMBLY PER R806.5 24 GA. COPING C P FLASHING 60 MIL TPO ROOFINC MEMBRANE, ADHERED ONTO 1/ " DENSDECK PRIME, MECH.-ATT CHED ONTO STRUCTURALLY -S LOPED DECK o w a a N � RE: STRUC. DTL 551/S3 R-20 14 L uI m 7'-6" TL. BEA E:STRL Stair.2 63 SF tair.1 57 SF Stair.0 54 SF 5 4 3 2 1 30' - 0" 10 23' - 6" 1 1 10 01 15'-0" 6'-0" 6"2'-0" 3'-6" 1'-0"2'-0' 00 �2 1YP° / n° UNVENTED ROOF ASSEMBLY PER R806.5 T.O. Ridge 13 VARIABLE -PITCH 5489' - 10 1/4" CONNECTOR (VPC) 9�. 0 1`L 24 GA. PRE -FIN. Mid -ROOF STANDING -SEAM MTL' 5486' - 8 1/4" e R-49 RIDGE BEAM & R 9 ROOFING SYSTEM 12 ROOF RAFTERS, RE: STRUC_ m M.Bed Top Plate w VARIABLE -PITCH 5483' - 6 1/4" 2-49 -JOISTS, E: STRUC. w CONNECTOR (VPC) B.O. Ceiling : 120' - 10 1/4" OR 2x6 CHEESE -WEDGE 2nd Top PtafIeIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII @ EVERY JOIST 5482' - 0 1/4" R-20 2x6 KNEE WALL LEDGE m TO 6E FRAMED FLUSH HallCloset M.Bed W/ WINDOW SILL, WE o 136 SF 12 SF CDID 172 SF 11 LL OZ 2nd SubFloor� JOISTS, RE: STRUC \/ R-30 0 5432' - 11 1/8" mechanical plenum 1st Top P to 5431' - 10 1/2" VERIFY &CONFIRM EXTENT OF SOFFIT 7' _ 6" HH Foyer Parlay R-2(67 SF 146 SF WINDOW WELL(S), o 0 � EGRESS LADDER(S) & 11 COVER GRAMS), TYP. MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL O60 MIL. TPO MEMBRANE ROOFING GREY O3 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR O5 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR O6 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY O7 16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR OB 4" MASONRY BRICK VENEER SIDING ONYX O9 CONCRETE, POURED -IN-PLACE BOARD -FORMED 10 STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS 5 4 3 2 1 30' - 0" 10 23' - 6" 1 1 10 01 15'-0" 6'-0" 6"2'-0" 3'-6" 1'-0"2'-0' 00 �2 1YP° / n° UNVENTED ROOF ASSEMBLY PER R806.5 T.O. Ridge 13 VARIABLE -PITCH 5489' - 10 1/4" CONNECTOR (VPC) 9�. 0 1`L 24 GA. PRE -FIN. Mid -ROOF STANDING -SEAM MTL' 5486' - 8 1/4" e R-49 RIDGE BEAM & R 9 ROOFING SYSTEM 12 ROOF RAFTERS, RE: STRUC_ m M.Bed Top Plate w VARIABLE -PITCH 5483' - 6 1/4" 2-49 -JOISTS, E: STRUC. w CONNECTOR (VPC) B.O. Ceiling : 120' - 10 1/4" OR 2x6 CHEESE -WEDGE 2nd Top PtafIeIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII @ EVERY JOIST 5482' - 0 1/4" R-20 2x6 KNEE WALL LEDGE m TO 6E FRAMED FLUSH HallCloset M.Bed W/ WINDOW SILL, WE o 136 SF 12 SF CDID 172 SF 11 LL OZ 2nd SubFloor� JOISTS, RE: STRUC \/ R-30 0 5432' - 11 1/8" mechanical plenum 1st Top P to 5431' - 10 1/2" VERIFY &CONFIRM EXTENT OF SOFFIT 7' _ 6" HH Foyer Parlay R-2(67 SF 146 SF WINDOW WELL(S), o 0 � EGRESS LADDER(S) & 11 COVER GRAMS), TYP. 1/4" = V-0" Graphic Scale: 1 inch = 4 feet x m THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. Cl) 1st SubFl�IIIIIIIIIII JOISTS, RE: STRUC. R-30 O 0 54 1' - 9 3/?J 5461.38' N ���� TL. BEAM, W T.O.Fndn R :STRUC. B.O. Ceiling : 99' - 6 3/4" R-19 =° 61' - 3 1/8" U Ave. Grade ''cc V/ W o Y 1 8' - 0" 5461' - 0" (5461.00') = w " 1 Bs t To Plate Safe m B.Great m Bed.3 x 0 z �' JJ m 460' - 8 3/4" 7 SF u 410 SF U 118 SF i� a GG o Gar.Foot W o, DPT T 2 .0. 5453' - 2 3/8" 10 w R-19 AREA DRAIN TIE INTO a d PERIMETER DRAIN w T.O. Bsmt Slab R-10. 1' I.Footing 3/8„ 5450' - 11 3/8" SUMP PUMP Wg \\C�flc HS @ D(MCkiD 0 1/4" = V-0" Graphic Scale: 1 inch = 4 feet x m THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � co a ■ -� U V� U CAi N U N N N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CSECTIONS SHEET #: of `N heat V P" All oc CII Cl) Cl) O W 00 wp U ''cc V/ W = w IO J W ! F- Q \ / IIIW W � T 2 N e � co a ■ -� U V� U CAi N U N N N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CSECTIONS SHEET #: of `N heat V P" All oc CII UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT 24 GA. PRE -FIN. COPING CAP 0 e � 60 MIL. 'GREY' TPO, ADHERED UP & OVER PARAPET WALL a I < N a 0_ RE: STRUC. DTL 552/S3 CEMENT BD. SIDING, HORZ. 'ASPYRE' SHIPLAP SIDING 06 R-20 CEMENT BD. & BATTEN, PNT. 0 I G F CRICKETS, RE: A6 ROOF PLAN 13 F Bed.1 1 136 SF u>r •R zo e OZ 06 CVG HEMLOCK SOFFIT, PNT. ALIGN W/ SIDING 7' 6" 7' 6" 7' 6" BB BB BB IH DECKING, RAISED, � PERMEABLE, TREX OR EQUAL ALIGN W/ SIDING raised permeable deck 19 CONC. FOUNDATION WALL REVERSE LEDGE, RE: STRUC_ RE: STRUC. CONC. FOOTING, RE: STRUC_ R-19 1 E D C A11 E n Al UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT CRICKETS, RE: A6 ROOF PLAN 24 GA. PRE -FIN. CONT. GUTTER & DS W/ SPLASHBLOCK fri�13 13 TAIL TRANSITION I -JOISTS, RE: STRUC.��r/\/ \� Laundr)=B Bath 54 SF 68 SF 11 / / OISTS, RE: STRUC. R-30 mechanical plenum Living I N 230 SF AN11 JOISTS, RE: STRUC. R-30 STL. BEAMS, RE: STRUC. EGB,.I reat 10 SF 10 12 /METAL TRANSITION J 0 R-49 / N R-20: 08 07 CA w E Stair.2 63 SF w 14 o_ T z � / 15 o, R-20 B Stairl 67 SF ,a s s ,A 13 -� 11 a R Stair.0 54 SF II 1/4" / 12" 08 _1/4" / 12" F L L— L Ln MII 'rDFV' TDn AnLJFDFn RE: STRUC. DTL 552/S3 — GUARD, 36" MIN. PER CODE — 60 MIL. 'GREY' TPO, ADHERED — 1/2" DENSDECK PRIME, ADHERED — 24 GA. PRE -FIN. CONT. GUTTER & DS W/ SPLASHBLOCK — CEMENT BD. FASCIA, PNT. — CVG HEMLOCK SOFFIT. PNT. STL. COLUMNIST, PNT. RE: STRUC. rnAlr DnDru CI AR nAl rDAnr T. 0. Ridge 5489' - 10 1/4" Mid -Roof IIIII 5486' - 8 1/4" o I M.Bed Top Plate 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" I o � m 2nd SubFloor 5432' - 11 1/8" o 1st Top P to 5431' - 10 1/2" 1st SubFlo�z_ �- T.O.Fndn 461' - 3 1/8" Ave. Grade 5461' - 0" (5461.0') Bs t To Plate 460' - 8 3/4" .0. Gar.Foot o 5453' - 2 3/8" DATE: T.O. Bsmt Slab 06/24/2020 T. 0. Foo 5450' - 11 3/8" SHEET TITLE: CSECTIONS SHEET #: of `N heat CD oc Al2 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W IO 1 J W \ 11* LU F- ! Q / T W � 2 N e cu a U Vi N 0 U N cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I jS ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 ' _, �Wg l_la V15wim c L7 Vll 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet MATERIAL: COLOR: OASPHALT SHINGLE ROOFING CHARCOAL O60 MIL. TPO MEMBRANE ROOFING GREY 4) 24 GA. GUTTER & DOWNSPOUT CMG 'VINTAGE' O7/16" CEMENT BD. FASCIA BLACK PINE TAR 05 11/16" CVG HEMLOCK SOFFIT BLACK PINE TAR 06 10.25" 'ASPYRE' SHIPLAP SIDING REPOSE GREY O16" CEMENT BD. & BATTEN SIDING BLACK PINE TAR OB 4" MASONRY BRICK VENEER SIDING ONYX 09 CONCRETE, POURED -IN-PLACE BOARD -FORMED 10 STEEL RAILING, POWDER COATED BLACK FINE TEXTURE LOW GLOSS 1 E D C A11 E n Al UNVENTED ROOF ASSEMBLY PER R806.5 ASPHALT SHINGLES ON SYNTHETIC UNDERLAYMENT CRICKETS, RE: A6 ROOF PLAN 24 GA. PRE -FIN. CONT. GUTTER & DS W/ SPLASHBLOCK fri�13 13 TAIL TRANSITION I -JOISTS, RE: STRUC.��r/\/ \� Laundr)=B Bath 54 SF 68 SF 11 / / OISTS, RE: STRUC. R-30 mechanical plenum Living I N 230 SF AN11 JOISTS, RE: STRUC. R-30 STL. BEAMS, RE: STRUC. EGB,.I reat 10 SF 10 12 /METAL TRANSITION J 0 R-49 / N R-20: 08 07 CA w E Stair.2 63 SF w 14 o_ T z � / 15 o, R-20 B Stairl 67 SF ,a s s ,A 13 -� 11 a R Stair.0 54 SF II 1/4" / 12" 08 _1/4" / 12" F L L— L Ln MII 'rDFV' TDn AnLJFDFn RE: STRUC. DTL 552/S3 — GUARD, 36" MIN. PER CODE — 60 MIL. 'GREY' TPO, ADHERED — 1/2" DENSDECK PRIME, ADHERED — 24 GA. PRE -FIN. CONT. GUTTER & DS W/ SPLASHBLOCK — CEMENT BD. FASCIA, PNT. — CVG HEMLOCK SOFFIT. PNT. STL. COLUMNIST, PNT. RE: STRUC. rnAlr DnDru CI AR nAl rDAnr T. 0. Ridge 5489' - 10 1/4" Mid -Roof IIIII 5486' - 8 1/4" o I M.Bed Top Plate 5483' - 6 1/4" 2nd Top P to 5482' - 0 1/4" I o � m 2nd SubFloor 5432' - 11 1/8" o 1st Top P to 5431' - 10 1/2" 1st SubFlo�z_ �- T.O.Fndn 461' - 3 1/8" Ave. Grade 5461' - 0" (5461.0') Bs t To Plate 460' - 8 3/4" .0. Gar.Foot o 5453' - 2 3/8" DATE: T.O. Bsmt Slab 06/24/2020 T. 0. Foo 5450' - 11 3/8" SHEET TITLE: CSECTIONS SHEET #: of `N heat CD oc Al2 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. L0J W 00 wp ''cc U V/ W = W IO 1 J W \ 11* LU F- ! Q / T W � 2 N e cu a U Vi N 0 U N cu N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: I jS ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 ' _, �Wg l_la V15wim c L7 Vll 1/4" = 1'-0" Graphic Scale: 1 inch = 4 feet 0 m POWDER -COATED STEEL RAILING 36" MIN. STAIR HANDRAILS MUST BE GRASPABLE WITH EITHER A TYPE I CIRCULAR CROSS SECTION (11/4" TO 2" DIAMETER WITH A 4" TO 61/4" PERIMETER) OR TYPE II WITH A PERIMETER OVER 61/4" WITH A FINGER RECESS OF AT LEAST 5/16" ON BOTH SIDES OF THE PROFILE, AND HANDRAILS ARE ALSO REQUIRED ON AT LEAST ONE SIDE OF A FLIGHT OF STAIRS WITH 4 OR MORE RISERS PER SECTION R311.7.7.3. 1" BULLNOSE CLOSED RISER STAIR PER CODE Efflargod shok M80H 1 1/2" = V-0" 1/2" = V-0" Graphic Scale: 1 inch = 2 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e cu Q ■ -�0 o U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CSTAIRS SHEET #: of `N heat L `' R/ pot ac Cl) Cl) 0 W 00 W0 CCU LLI =wo J W N Q > III* W W = o~0 N e cu Q ■ -�0 o U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CSTAIRS SHEET #: of `N heat L `' R/ pot ac RAFTER 1/2 CEI PROVIDE ROLL BL BUILDING PAPER WHET JOISTS MEET FOL REVERSE LEDGE, RI VINYL -FACED INSULATION G CAST -IN-PLACE SLIDER V 5'-0" 6 MIL. POLYETHYLENE, UP WALL 12" MIN., LAP 6" MIN. AND TAPE 0 PER CODE (111102. PERFORATED PERIMETEI PIPE PER SOILS COURSE GRA\ RE: SOILS Wall Section . Decks 1/2" = V-0" Graphic Scale: 1 inch = 2 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e Q ■ -�0 o U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CWALL SECTIONS SHEET #: of `N heat L `CD ' R/ pot ac A14 Cl) Cl) 0 W 00 W0 CCU W = W 0 J W N Q > III* W W = o~0 N e Q ■ -�0 o U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CWALL SECTIONS SHEET #: of `N heat L `CD ' R/ pot ac A14 (H) APPLY BUILDING PAPER AT HEAD OVER VERTICAL FLANGE OF GSM Z -FLASHING (G) APPLY BUILDING PAPER AT JAMB BEHIND BUILDING PAPER AT HEAD & OVER SELF-ADHESIVE FLASHING PAPER AT JAMBS INSTALL BUILDING PAPER AROUND WINDOW IN WEATHERBOARD FASHION (TALL GSM Z -FLASHING AT IDOW HEAD OVER SELF HESIVE FLASHING PAPER �qR/FS EXT. FINISH SYSTEM(S), RE: ELEV. EXT. WALL FINISH, RE: ELEVS (1) LAYER WEATHER BARRIER, 'TYVEK', (1) LAYER 'TYVEK' WEATHER EXT. WINDOW /DOOR SILL, RE: ELEVS. STL. LINTEL, BARRIER, LAP OVER/STRIP-IN O 24 GA. PRE-FIN.2-PC.COUNTERFLASHING WALL -BASE FLASHING 22 GA. PRE -FIN. SILL PAN FLASHING W/ HEMMED DRIP EDGE, FAB. W/ ENDS DAMS, WATERPROOF 24 GA. PRE -FIN. WALL BASE SET IN WATER BLOCK SEALANT BOOR FLASHING W/ HEM, TYP. MEMBRANE o 24 GA. PRE -FINISHED WATER BLOCK SEAL, NON -CURING MASTIC r4 2 -PIECE COUNTERFLASHING, TYP. 60 MIL. 'GREY' TPO MEMBRANE, ADHERED FROM STEP 1 m 60 MIL. 'GREY' TPO MEMBRANE, INTO DOOR THRESHOLD, UP JAMBS 4" MIN. W/ SEALANT �''� ADHERED, TERMINATE PER MFR'S z a ' TPO BONDING ADHESIVE, TYP. m WRITTEN INSTRUCTION 0 0 C pANECE FLASH NG, J o BASE TIE-IN PER MFR'S WRITTEN INSTRUCTION � 24 GA. TPO-COATED METAL SCUPPER ''-' - — — — — 1 APPROPRIATE FASTENER & PLATES @ 12" O.C. X PER MFR'S WRITTEN INSTRUCTION > WATERPROOF WATERPROOF w 1/2" DENSDECK PRIME, ADHERED ' 1/2" DENSDECK PRIME ADHERED W/ I ^ ^ MEMBRANE INSULATION ADHESIVE z I INSULATION ADHESIVE 'OLY-BOND' INSTALL OVER DECK — — — — — 3/4" PLYWOOD DECKING 6" 3/4" PLYWOOD I RE: STRUC. DECKING, RE: STRUC. I REMOVE 1" PT JOISTS, RE: STRUC. 22 GA. SHOP -FAB. WIDE STRIP OF COLLECTOR HEAD 4- a\ Tpo e 70M -Nm IF Tp0 Tn-Vmfscupp MEMBRANE @FLASHING 3" V-10" AT THRESHOLD 3" = 1'-0" VIF & SHINGLES, INSTALL PER MFR'S. REO'S. 1/2" / 12" 22 GA. PRE -FIN. COPING CAP DECK FLASHING SLOPE DRAINAGE (1) LAYER SYNTHETIC UNDERLAYMENT, 60 MIL. 'GREY' TPO MEMBRANE LAP OVER COUNTERFLASHING ADHERE UP & OVER PARAPET WALL, m i a1-1/4" LAP FINISH MATERIALS 1-1/2" MIN. HOT DIPPED GALVANIZED z ROOFING NAIL @ 12" O.C. MAX. 22 GA. PRE -FIN. ATTACHMENT CLEAT, 3/4" EXT. GRADE PLYWOOD ON SHIM, ® CONTINUOUS BEAD WATER BLOCK, FASTEN 12" O.C. W/ SLOPED TO INTERIOR 1/2"/FT. MIN. NON -CURING SEALING MASTIC APPROP. FASTENER NEOPRENE WASHER FASTENERS @ 12" O.C. 24 GA. PRE -FIN. COUNTERFLASHING 60 MIL. TPO ROOFING MEMBRANE VERIFY COLOR W/ ARCHITECT. EXT. CLADDING, ADHERE UP & OVER PARAPET WALL, TYP. 60 MIL. 'GREY' TPO MEMBRANE, ADHERED RE: ELEVATIONS INSTALL PER MFR'S WRITTEN INSTRUCTION S TERMINATE PER MFR'S WRITTEN INSTRUCTION I TPO BONDING ADHESIVE, TYP. S TPO BONDING ADHESIVE > I BASE TIE-IN PER MFR'S WRITTEN INSTRUCTION z_ N\ APPROP. FASTENER & PLATES (la 12" O.C. MAX. APPROPRIATE FASTENER AND PLATES @ 12" O.C.( \ WELDED SPLICE, 2" MIN. 2" MIN. HEAT WELD, TYP. l � 60 MIL. GREY TPO MEMBRANE, ADHERED 11 60 MIL. GREY TPO MEMBRANE, ADHERED TPO BONDING ADHESIVE 1/2" DENSDECK PRIME, ADHERED — — — — — — 1/2" DENSDECK PRIME INSULATION ADHESIVE, 'oly-bond' — — — — — INSULATION ADHESIVE — — — — — — ' 3/4" T&G PLYWOOD 3/4" PLYWOOD SUBSTRATE DECKING, RE: STRUC DECKING, RE: STRUC. Rn @ Y pawmpM Base Toc 4lm 3" = 1'-0" (]gyp �j (](� 2 170 Tom @ �I111HIM&S 3" = 1,-0" (H) APPLY BUILDING PAPER AT HEAD OVER VERTICAL FLANGE OF GSM Z -FLASHING (G) APPLY BUILDING PAPER AT JAMB BEHIND BUILDING PAPER AT HEAD & OVER SELF-ADHESIVE FLASHING PAPER AT JAMBS INSTALL BUILDING PAPER AROUND WINDOW IN WEATHERBOARD FASHION (TALL GSM Z -FLASHING AT IDOW HEAD OVER SELF HESIVE FLASHING PAPER �qR/FS EXT. CLADDING SYSTEM, RE: ELEVS. (1) LAYER WEATHER BARRIER, 'TYVEK', LAP OVER FLASHING STL. LINTEL, O 24 GA. PRE-FIN.2-PC.COUNTERFLASHING 4v1 WATERPROOF 60 MIL. 'GREY' TPO MEMBRANE, ADHERED WATERPROOF BOOR Lu MEMBRANE o MEMBRANE SiZF SEAL CORNER LAP FROM STEP 1 BASE TIE-IN W/ APPROPRIATE FASTENERS FROM STEP 1 & PLATES @ 12" O.C. PER MFR'S DETAIL LJJ W/ SEALANT �''� GSM 2" MIN. HEAT WELD, TYP. m �P��S � pANECE FLASH NG, J SET IN 3 BEADS OF 61 INSTALL OVER DECKING, RE: STRUC SEALANT AT GSM �S�IE WATERPROOF WATERPROOF Lu GAP 6, r*. - MEMBRANE MEMBRANE N M/N INSTALL OVER DECK TO WALL FLASHING z VERTICAL FLANGE REMOVE 1" NOTES: AND SILL WIDE STRIP OF 1. HEM ALL GSM EXPOSED EDGES WATERPROOF GSM DECK TO WALL MEMBRANE @FLASHING 2. SOLDER ALL JOINTS WATERTIGHT FLASHING PAN AT THRESHOLD & 12" O.C. FOR 3. PROVIDE ONE-PIECE THRESHOLD DECK FLASHING DRAINAGE CONTRACTORS OPTION z_ N (E) / EXT. CLADDING SYSTEM, RE: ELEVS. (1) LAYER WEATHER BARRIER, 'TYVEK', LAP OVER FLASHING STL. LINTEL, O 24 GA. PRE-FIN.2-PC.COUNTERFLASHING RE: STRUC. 60 MIL. 'GREY' TPO MEMBRANE, ADHERED 00 UP WALL 12" MIN. TERMINATE PER MFR'S Lu WRITTEN INSTRUCTION o TPO BONDING ADHESIVE z w BASE TIE-IN W/ APPROPRIATE FASTENERS > w & PLATES @ 12" O.C. PER MFR'S DETAIL LJJ 2" MIN. HEAT WELD, TYP. m 60 MIL. GREY TPO MEMBRANE, ADHERED 0 1/2" DENSDECK PRIME J INSULATION ADHESIVE, 'OLY-BOND' 3/4" T&G PLYWOOD DECKING, RE: STRUC TO Dasa 7004[m 3" = 1,-0" 3" = V-0" 5" TPO SEAM TAPE, 'GREY' CONT. BEAD TPO GP SEALANT, TYP. 24 GA. PRE-FIN.GRAVELSTOP EDGE METAL PER ANSI/SPRIES-1 60 MIL. GREY TPO MEMBRANE, ADHERED TPO BONDING ADHESIVE 22 GA. CONT. ATTACHMENT CLEAT CEMENT BD. FASCIA, PINT. WEATHER BARRIER is W/ GmN SIRoP APPLY SELF-ADHESIVE FLASHING PAPER OVER WINDOW FLANGE AT HEAD, JAMBS & SILL. LAP HEAD FLASHING OVER JAMB FLASHING & JAMB FLASHING OVER SILL FLASHING (D) SET WINDOW ONTO FLASHING PAPER WITH CONTNUOUS BEAD OF SEALANT PER MFGR. BUILDING PAPER AT SILL (FROM STEP A) TPS Ec1 3" = V-0" 5" TPO SEAM TAPE, 'GREY' 60 MIL. 'GREY' TPO MEMBRANE, TERMINATE PER MFR'S WRITTEN INSTRUCTION. 24 GA. PRE -FIN. EDGE METAL W/ DRIP EDGE, TYP. APPROPRIATE FASTENER 18 GA. GALV. GUTTER BRACKETS @ 24" O.C. MAX. 24 GA. PRE -FIN. BOX GUTTER CEMENT BD. FASCIA, PINT. WEATHER BARRIER Tom m/ Gunu (C) APPLY FLASHING PAPER TO JAMBS OF ROUGH OPENING ALONG OPENING EDGE. DO NOT ATTACH FLASHING BELOW ROUGH OPENING SILL. APPLY FLASHING PAPER TO HEAD �B) APPLY FLASHING PAPER TO SILL OF ROUGH OPENING. ATTACH ALONG TOP EDGE OF PAPER ONLY. (FULL LENGTH OF PAPER) A) APPLY BUILDING PAPER TO SILL OF ROUGH OPENING TWP, L oo ldOW Hashoong ISIS 3/4" = V-0" WATERPROOF MEMBRANE �4R/FS OVER GSM PAN FLASHING 000 AND UP ONTO JAMB RS/ZF GSM PAN FLASHING FROM STEP 2 SET IN 3 BEADS OF SEALANT AT GSM GAP 6•• NOTES: M/N 1. HEM ALL GSM EXPOSED EDGES 2. SOLDER ALL JOINTS WATERTIGHT 3. PROVIDE ONE-PIECE THRESHOLD 7CONTRACTOORS OPTIONno a \�/ao V0 p�� ���lJi�0nl:l V' 1 1/2" = 1'-0" MIN. TRUSSES/RAFTERS, RE: STRUC. L waim d R Rod 3" = 1'-0" ASPHALT SHINGLE RIDGE CAP RIDGE VENT: PROVIDE REO'D. MIN. FREE AREA (NFA), RE: ROOF PLAN ASPHALT SHINGLES (1) LAYER SYNTHETIC UNDERLAYMENT 3/4" SHEATHING, RE: STRUC. ge ASPHALT SHINGLE RIDGE CAP ASPHALT SHINGLES (1) LAYER SYNTHETIC UNDERLAYMENT 3/4" ROOF SHEATHING, RE: STRUC. ROOF FRAMING, RE: STRUC Unventecl R©©f Hid/Kiel 3" = 1'-0" ASPHALT SHINGLES ON (1) LAYER SYNTHETIC UNDERLAYMENT 24 GA. PRE -FIN. D -STYLE RAKE FLASHING W/ OPEN HEM CEMENT BD. FASCIA, PINT. WEATHER BARRIER, 'TYVEK' shoolm& Rake 3" = 1'-0" `^""' T SHINGLES ON (1) LAYER UNDERLAYMENT ER SHIELD ALL EAVES, RUN HAN 24" PAST THE INTERIOR 3E EXTERIOR WALLS 24 GA. PRE -FIN. D -STYLE DRIP EDGE W/ HEM APPROPRIATE FASTENER(S) 18 GA. GALV. GUTTER BRACKETS @ 24" O.C. MAX. CEMENT BD. FASCIA, PINT. WEATHER BARRIER, 'TYVEK' Wn& Eaws m/ GUM 3" = 1'-0" Fascia / soffit E 3" = 1'-0" CMT. BD. PANEL SIDING, HORZ. 10.25" 'ASPYRE' SHIPLAP SIDING RIM BD., RE: STRUC. WEATHER BARRIER HORIZONTAL SIDING, 10.25" WIDE 'ASPIRE' SHIP -LAP SIDING, SMOOTH, PINT. PROVIDE 1/4" MIN. GAP 24 GA. BONDERIZED 'PAINT -LOC' CONT. TRANS. DRIP 33/4" CVG HEMLOCKSOFFIT J D d' D (y�A is o 1/4" 1/4 •• A: 24 GA. PRE -FIN. 2 -PIECE COUNTERFLASHING RECEIVER I pooh B: 100 n o �0 24 GA. PRE -FIN. 2 -PIECE COUNTERFLASHING / 3" = 1'-0" THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS,WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � (0 Q ■ -� U VCU N 0 U ca (6 N U (0 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CDETAILS TERFLASHM SHEET # OL W heat A150 a,�dtn , Jas. 9p M O Lu 00 Lu 0 U ''CC V / LJJ = LU 0 J W ! F- Q 1I Lu W r*. - 2 N e � (0 Q ■ -� U VCU N 0 U ca (6 N U (0 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CDETAILS TERFLASHM SHEET # OL W heat A150 a,�dtn , Jas. 9p 2x PLATE WITH 16d @ 6" O.C. U.N.O. ON SHEAR WALL PLAN FULL -HEIGHT LSL BLOCKING 3/4" T&G OSB SIMPSON ITT JOIST HANGER BLOCKING @ 32" O.C. TJI JOIST, SIMPSON L50, SEE SEE PLAN SHEAR WALL SCHED. FOR SPACING (2) 2x PL. -LAM W/ - 16d @ 12" O.C. SEE DETAILS FOR LAP FLOOR DETAIL 2x STUDS PER PLAN SHEAR WALL EDGE NAILING SSEE SCHED. 8d @ 6" O.C. INTO PT LEDGER 2x BLOCKING BETWEEN JOIST W/ 121 16d @ 8" O.C. 3/4" T&G OSB 5/8" DIA. THRU BOLT @ 12" O.C. TAPERED JOIST SEE PLAN LUIS HANGER SHEAR WALL EDGE NAILING, SEE SCH. SHEAR WALL SHEATHING IF REQUIRED, SEE PLAN 2x PLATE WITH 16d JOINT DETAIL A16 @ 6" O.C. U.N.O. ON BEAM, SEE PLAN 2x STUDS PER PLAN SHEAR WALL PLAN INTO BLOCKING SEE ARCH. PROVIDE A TRUSS SHEAR WALL STRAP BLOCKING VERT @ BLOCKING EACH SIDE OF BEAM SEE SCHEDULE @ 32" O.C. HOLD TOP CHOORD "-z 3/4" T&G OSB SHEAR WALL EDGE NAILING (2) 16d NAILS @ 6" O.C. BEAM WALL SCHED. SEE SCHEDULE DIAPHRAGM NAILING (STAGGER NAILS) END WALL TRUSS W/ - SIZE & ORIENTATION VERT.S AT 24" O.C. BLOCKING 10d TOE NAIL SIMPSON ITTFULL DESIGN FOR DRAG LOAD HEIGHT LSL 10d TOE NAIL JOIST HANGER SIMPSON L50, SEE SEE PLAN CONTINUOUS RIM JOIST AT 6" O.C. BETWEEN EA. JOIST SIMPSON A2 FULL -HEIGHT SIMPSON L50 SEE SCHED. LSL BLOCKING @ 24" O.C. SEE PLAN JOIST, 10d TOE NAIL TJI JOIST, SIMPSON L50, SEE SEE PLAN AT 6" O.C. SEE PLAN SHEAR WALL SCHED. WALL SCHED. SIMPSON IUS JOIST HANGER NAILING, (SEE SCH.) FOR SPACING AT 6" O.C. 16d AT 12" O.C. CONNECTION DETAIL 3 HANGER SHEAR WALL EDGE SEE THIS SHEET FOR LAP (2) 2x PL. -LAM W/ A16 NAILING, (SEE SCH.) SHEATHING 16d AT 12" O.C. SHEAR WALL SHEATHING 2x6 STUDS SEE THIS SHEET FOR LAP IF REQUIRED (SEE PLAN) @ 16" O.C. SHEAR WALL SHEATHING DETAIL @ RIM - PERP. I IF REQUIRED (SEE PLAN) 10 STRAPPING DETAIL @ RIM ° ... A16 _ ° 6" O.C. STAGGERED. NOTE: RIM JOIST & BLOCKING NOT SHOWN FOR CLAIR BUILT-UP 2x 3/4" DIA. A30Z ANCHOR BOLTS OR SOLID POST, @ 48" O.C., U.N.O. IN SHEAR BEA�BMFA�NCIB�FYOND) SEE PLAN BOTH SIDES OF WALL (2) 16d NAILS INTO BOTTOM OF POST EXTEND BEAM TO FACE OF CONT. 2x IT STUD (SET POST ON TOP) OSB ROOF DIAPHRAGM TRUSS BLOCKING BY TRUSS MANUF. DESIGN FOR LOADS INDICATED ON, PLAN 10d TOE NAILS @ 6" O.C. - BETWEEN TRUSS BLOCKING & VERT. WEBS OF TRUSS, TYP. DETAIL NOTE: PROVIDE 16d NAILS @ 12" O.C. AT NON -SPLICE LOCATIONS, TYPICAL 4'-0" JOINT STAGGER TWO ROWS OF 10d NAILS (z) NAILS EACH ROW ON EACH SIDE OF TOP PLATE JOINT. 4'-0" JOINT STAGGER TOP PLATE JOINT BOTTOM PLAT JOINT 1Z TOP PLATE JOINT DETAIL A16 BEAM, SEE PLAN 8d@ 6" O.0 2x4 FLAT @ 24" O.C. INTO BLOCKING SEE ARCH. PROVIDE A TRUSS VERT @ BLOCKING EACH SIDE OF BEAM FULL HEIGHT LOCATION, TYP. HOLD TOP CHOORD A16 DOWN 1 1/2" CONTINUOUS RIM JOIST EDGE NAIL, SEE SHEAR (2) 16d NAILS @ 6" O.C. BEAM WALL SCHED. FULL -HEIGHT (STAGGER NAILS) END WALL TRUSS W/ - SIZE & ORIENTATION VERT.S AT 24" O.C. BLOCKING 10d TOE NAIL TJI BLOCKING DESIGN FOR DRAG LOAD 10d TOE NAIL ON PLAN SIMPSON L50, SEE SEE PLAN @ 6" O.C., TYP. AT 6" O.C. BETWEEN EA. JOIST SIMPSON A2 SHEAR WALL SHTG. — SIMPSON L50 SEE SCHED. @ 24" O.C. SEE PLAN JOIST, 10d TOE NAIL @ 6" O.C. SEE PLAN EDGE NAIL, SEE SHEAR 10d @ 4" O.C. WALL SCHED. SIMPSON IUS JOIST HANGER NAILING, (SEE SCH.) 2x6 STUDS @ 16" O.C. SHEAR WALL STUDS TRUSSES TRUSS BTM. CHORD SIMPSON DTC 6'- 0" O.C. MAX a a 2x4 @ 4'-0" O.C. NAILED 1/4" GAP TO BOTTOM OF 2 TRUSSES W/ (2) 16d INTO EA. TRUSS WOOD STUD WOOD STU SIMPSON DTC @ EA. PARTITION WALL PARTITION WALL 2x4 BRACE (NON BEARING) (NON- BEARING) TYP. NON-BEARING WALL BLOCKING BETWEEN OUTRIGGERS W/ 16d @ 6" O.C. 2x6, TYP TOP & BOTTOM 1'-0" (4) 16d NAILS, TYP BOTH ENDS (3) 16d END NAILS �- 2 x 6 @ 6'-0" O.C. NOTE: GABLE END TRUSS SHALL MATCH VAULT LINE OF CEILING (IF APPLICABLE, SEE ARCH) SIMPSON LS50 @ 24" O.C. , U.N.O. ON SHEAR WALL SCHED. PRE-ENGINEERED ROOF TRUSS DETAIL @ GABLE END TRUSS 15 TYP. NON-BEARING WALL A16 SIMPSON LS50 @ 32" O.C. 10d TOE U.N.O. NAILS @ 06a'CDIAPHRAGM EDGE NAILING, SEE PLAN 2x BLOCKING BETWEEN TRUSSES VAULTED ROOF TRUSS SIMPSON H2.55 EA. Y SEE ARCH. CONT. TOP PLATE SEE FASCIA & GUTTER DETAILS SHEAR WALL SHEAR WALL EDGE SHEATHING, NAILING, SFE SEE SCHED. x HEADER, IF STW, APPLICABL SEE E PLAN 11 EXTERIOR WALL DETAIL A16 1' 1 -0 A16 1' 1 -0 A16 1„ 2x6 STUDS 2x STUDS SHEAR WALL STRAP 3/4" OSB DIAPH. GLUE SEE SCHEDULE AND NAIL, SEE PLAN. 2x PLATE WITH 16d NAILS AT 6" O.C. U.N.O. ON SHEAR WALL 10d @ 6" O.C. Z-3/4" T&G OSB A16 1" 1'-0" PLAN 3/4" T&G SHEATHING BEAM, SEE PLAN SHEAR WALL NAILING DIAPHRAM NAILING SIMPSON IUS HANGER SIMPSON L30 EACH SIDE OF BEAM FULL HEIGHT A16 CONTINUOUS RIM JOIST (2) 16d NAILS @ 6" O.C. BEAM BEAM, SEE PLAN JOIST, SEE PLAN FOR FULL -HEIGHT (STAGGER NAILS) SEE PLAASTUD SIZE & ORIENTATION BLOCKING 10d TOE NAIL TJI BLOCKING 4 OR MORE 2X4 AND 2x6: 1/2"d MB @ 8" O.C. (2) 2x CONT. It TJI JOIST, SIMPSON L50, SEE SEE PLAN JOIST SEE AT 6" O.C. BETWEEN EA. JOIST SIMPSON A2 SHEAR WALL SCHED. BUILT-UP 2x OR SOLID POST, FOR SPACING SEE PLAN JOIST, SEE PLAN SHEAR WALL EDGE 10d @ 4" O.C. (2) 2x PL. -LAM W/ SIMPSON IUS JOIST HANGER NAILING, (SEE SCH.) BEAM/COLUMN AT 6" O.C. 16d AT 12" O.C. CONNECTION DETAIL 3 HANGER EXTERIOR WALL SEE THIS SHEET FOR LAP 1„ 1,_0„ A16 SHEATHING SHEAR WALL SHEATHING 2x6 STUDS PLATE, TYP. IF REQUIRED (SEE PLAN) @ 16" O.C. STRAPPING DETAIL @ RIM - PERP. I DETAIL 10d @ 6" O.C. Z-3/4" T&G OSB POST UP TO BEAM OR GIRDER TRUSS, ABOVE @ 16" O.C. 2x6 PLATE (2) 10d @ 6" O.C. 3/4" T&G 0 TJI JOIST SIMPSON LS50 BOTH SIDES OF POST WALL STUD PROVIDE SOLID BLOCKING PLYWOOD FLOOR WALL BOTT UNDER POST TO POST BELOW. SHEATHING PLATE WHERE JOISTS ARE PERPENDICULAR TO WALL, SET BLKG. INTO ONE JOIST SPACE. WHERE JOISTS ARE PARALLEL TO WALL, MAKE BLOCKING 48" LONG CONT. SOLID 1 3/4" LVL RIM JOIST JOISTS PARALLEL TO WALL WHERE NOTED 10d TOE NAILS AT 1'-0" LAMINATED STUDS SHEAR WALL STRAP MAY BE INSTALLED ON INSIDE OF BUILDING AT CONTRACTORS OPTIONS (COORDINATE W/ ARCH.) EQUAL CL STRAP EQUAL SOLID BLOCKING 4" O.C., TYP. BOTH RIM JOIST LAMINATED STUDS SEE PLANS BETWEEN JOIST (2)2x TOP PLATE—/SIDES, STAGGERED WALL CONTINUOUS (2) 2x STUDS FOR EACH MST37 POST DOWN TO FOUNDATION TYPICAL BLKG. BETWEEN FLOORS SCALE: 1" = V-0" A16 1" 1'-0" JOIST PER PLAN WIRE TIE TO THE HOLDOWN ANCHOR BEAM, SEE PLAN SIMPSON IUS HANGER SIMPSON L30 EACH SIDE OF BEAM 4 HANGER DETAIL @ FLUSH BEAM A16 (2) 16d INTO (2) 16d NAILS @ 6" O.C. BEAM BEAM, SEE PLAN JOIST, SEE PLAN FOR 3/4" T&G OSB (STAGGER NAILS) SEE PLAASTUD SIZE & ORIENTATION 121 16d NAILS INTO A 4 OR MORE 2X4 AND 2x6: 1/2"d MB @ 8" O.C. (2) 2x CONT. It BOTTOM OF POST JOIST SEE (BEAM BEARS ON 3-2X6: TWO ROWS OF 30d COMMON WIRE NAILS SIMPSON A2 PLAN BUILT-UP 2x OR SOLID POST, @ 8" O.C. APPLY ONE ROW TO EA. FACE. SEE PLAN JOIST, SEE PLAN 2-2X6: TWO ROWS OF 10d COMMON WIRE NAILS BEAM SEE PLAN SIMPSON IUS JOIST HANGER BEAM/COLUMN AT 6" O.C. CONNECTION DETAIL 3 HANGER DETAIL @ FLUSH BEAM 6 1„ 1,_0„ A16 POST UP TO BEAM OR GIRDER TRUSS, ABOVE @ 16" O.C. 2x6 PLATE (2) 10d @ 6" O.C. 3/4" T&G 0 TJI JOIST SIMPSON LS50 BOTH SIDES OF POST WALL STUD PROVIDE SOLID BLOCKING PLYWOOD FLOOR WALL BOTT UNDER POST TO POST BELOW. SHEATHING PLATE WHERE JOISTS ARE PERPENDICULAR TO WALL, SET BLKG. INTO ONE JOIST SPACE. WHERE JOISTS ARE PARALLEL TO WALL, MAKE BLOCKING 48" LONG CONT. SOLID 1 3/4" LVL RIM JOIST JOISTS PARALLEL TO WALL WHERE NOTED 10d TOE NAILS AT 1'-0" LAMINATED STUDS SHEAR WALL STRAP MAY BE INSTALLED ON INSIDE OF BUILDING AT CONTRACTORS OPTIONS (COORDINATE W/ ARCH.) EQUAL CL STRAP EQUAL SOLID BLOCKING 4" O.C., TYP. BOTH RIM JOIST LAMINATED STUDS SEE PLANS BETWEEN JOIST (2)2x TOP PLATE—/SIDES, STAGGERED WALL CONTINUOUS (2) 2x STUDS FOR EACH MST37 POST DOWN TO FOUNDATION TYPICAL BLKG. BETWEEN FLOORS SCALE: 1" = V-0" A16 1" 1'-0" WIRE TIE TO THE HOLDOWN ANCHOR BUILT UP COLUMN OR POST, SEE PLAN LAM WITH: SEE PLAASTUD 4 OR MORE 2X4 AND 2x6: 1/2"d MB @ 8" O.C. 3-2X6: TWO ROWS OF 30d COMMON WIRE NAILS SIMPSON A2 @ 8" O.C. APPLY ONE ROW TO EA. FACE. BOTH SIDES 2-2X6: TWO ROWS OF 10d COMMON WIRE NAILS AT 6" O.C. 3-2X4: ONE ROW OF 30d COMMON WIRE NAILS @ 2X TREATED 8" O.C. STAGGERED, APPLY (1) ROW TO EA. FACE. PLATE, TYP. 2-2X4: ONE ROW OF 10d COMMON WIRE NAILS @ ° ... _ ° 6" O.C. STAGGERED. 3/4" DIA. A30Z ANCHOR BOLTS CONCRETE FOOTING °- @ 48" O.C., U.N.O. IN SHEAR OR FOUNDATION WALL WALL SCHEDULE. TYP. BUILT-UP COLUMN/POST HOLDOWN, SEE PLANS WALL STUD - DOUBLE TOP PLATE (3) 2x STUDS FOR EACH MST60 WALL STUD 6 STRAP DETAIL A16 1" 1'-0" t LAMINATED KING STUDS SEE (3) 2x STUDS FOR STHD14, HD08 & HHD014 TREATED PLATE @ BOTTOM OF WALL ° a° CONTINUOUS HORIZONTAL WALL _ °° _ " REINFORCEMENT TO BE TIED WITH as BOLT. PROVIDE MINIMUM OF TWO HORIZONTAL BARS FOR HHD014 s AND ONE HORIZONTAL BAR FOR ALL OTHER HOLDOWNS. Z/8"d A30Z ROD W/ 12" EMBED & 1/4x4x4 PL WASHER FOR HD08 1"d A30Z ROD W/ 16" EMBED & 1/4x4x4 PL WASHER FOR HHD014 HOLD DOWN DETAIL 1„ 1'-01, A16 1„ 11-01, THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. LTJ W 00 W 0 ccU LLI =wo 1 J W F- ! Q 11* W T W r*. - 2 N > e � cu Q VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info@lucid-studio.com SEAL: I j ISSUE: CFOR CONSTRUCTION REVISION: DATE: C06/24/2020 SHEET TITLE: CDETAILS - FRAMING SHEET #: of W heat LAI A16 18' - 0" B.Bath B.Great LH 2' - 7 1/4" 7' - 1" PNT 0 5/8" Yes Timely Frame, T8, i WHITE A 2670 Bed.3 B.Great RH 6'-0" 12'-0" 3'-0" ❑ ❑H ❑� OVRHD OXXO ENTRY 5' - 0" 2' 6" P IN BIPASS DBL POCKET L 3'-0" SOLID SLAB 20 MIN. 3'-0" I I Wall Count Door Type Description Ext/Int To Room: From Room: Swing Rough Width Rough Height Door Finish Thickness Privacy Comments T.O. Bsmt Slab 1 1 1 1 1 1 6 T.O.Fndn 1 1 2 1st SubFloor 1 1 1 1 1 1 8 2nd SubFloor 1 1 1 1 1 1 1 1 1 1 10 Grand total: 26 SOLID SLAB ME I SOLID SLAB A 2630 B.Bath B.Great LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE A 2670 Bed.3 B.Great RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 Bed.5 B.Great LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 Closet.5 Bed.5 RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 Safe B.Great RH 2' - 7 1/4" 7' - 1" PNT 6 1/2" Timely Frame, T8, PRIMER WHITE C 3070 Mech B.Great LH 3' - 1 1/4" 7' - 1" PNT 6 1/2" Timely Frame, T8, PRIMER WHITE, 20 MIN. FIRE -RATED G 3080 Yes x Deck Garage LH 3' - 2 1/2" 8' - 2" factory 7 1/4" Tempered J 18080 Yes x Driveway Garage Ovrhd 18' - 3" 8' - 2" factory 7 1/4" Tempered THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � cu Q ■ -� U U i N 0 U N m U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 SEAL: ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com A 2670 Coat Foyer LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE DRAWN: A 2670 Pantry Foyer RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITEr jS l A 2670 Powder Foyer RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE IL JI B 3070 Foyer Stair.1 LH 3' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE ISSUE: B 3070 Mud Living RH 3' - 1 1/4" 7' - 1" PNT 7 1/4" Timely Frame, T8, PRIMER WHITE r C 3070 Garage Mud RH 3' - 1 1/4" 7' - 1" PNT 7 1/4" Timely Frame, T8, PRIMER WHITE, 20 MIN. FIRE -RATED I FOR CONSTRUCTION G 3080 Yes x Porch Foyer RH 3' - 2 1/2" 8' - 2" factory 7 1/4" Tempered L H 12080 Yes x Deck Living XOOX 12' - 2 1/2" 8' - 2" factory 7 1/4" Tempered REVISION: A 2670 Bath Hall LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE A 2670 Bed.1 Hall LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 Bed.2 Hall RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 M.Bath M.WC LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE A 2670 M.Bed Hall RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE B 3070 Laundry Hall LH 3' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE DATE: D 2670 M.Bath M.Bed pocket 5' - 2" 7' - 4 1/2" PNT 4 5/8" Poplar Wood Casing, PNT. 06/24/2020 E 5070 Closet Hall Dbl 5' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE F 6070 Closet.1 Bed.1 bipass 6' - 1 1/4" 7' - 1" PNT 4 5/8" Poplar Wood Casing, PNT. F 6070 Closet.2 Bed.2 bipass 6' - 1 1/4" 7' - 1" PNT 4 5/8" Poplar Wood Casing, PNT. SHEET TITLE: CSCHEDULE - DOOR SHEET #: 0 Wheat V f c A17 0 Gi/dt�9 p�y` Cl) Cl) 0 W 00 W0 CCU LLI =wo J W ! F- Q III W W � T 2 N e � cu Q ■ -� U U i N 0 U N m U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 SEAL: ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com A 2670 Coat Foyer LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE DRAWN: A 2670 Pantry Foyer RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITEr jS l A 2670 Powder Foyer RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE IL JI B 3070 Foyer Stair.1 LH 3' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE ISSUE: B 3070 Mud Living RH 3' - 1 1/4" 7' - 1" PNT 7 1/4" Timely Frame, T8, PRIMER WHITE r C 3070 Garage Mud RH 3' - 1 1/4" 7' - 1" PNT 7 1/4" Timely Frame, T8, PRIMER WHITE, 20 MIN. FIRE -RATED I FOR CONSTRUCTION G 3080 Yes x Porch Foyer RH 3' - 2 1/2" 8' - 2" factory 7 1/4" Tempered L H 12080 Yes x Deck Living XOOX 12' - 2 1/2" 8' - 2" factory 7 1/4" Tempered REVISION: A 2670 Bath Hall LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE A 2670 Bed.1 Hall LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 Bed.2 Hall RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE A 2670 M.Bath M.WC LH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Yes Timely Frame, T8, PRIMER WHITE A 2670 M.Bed Hall RH 2' - 7 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE B 3070 Laundry Hall LH 3' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE DATE: D 2670 M.Bath M.Bed pocket 5' - 2" 7' - 4 1/2" PNT 4 5/8" Poplar Wood Casing, PNT. 06/24/2020 E 5070 Closet Hall Dbl 5' - 1 1/4" 7' - 1" PNT 4 5/8" Timely Frame, T8, PRIMER WHITE F 6070 Closet.1 Bed.1 bipass 6' - 1 1/4" 7' - 1" PNT 4 5/8" Poplar Wood Casing, PNT. F 6070 Closet.2 Bed.2 bipass 6' - 1 1/4" 7' - 1" PNT 4 5/8" Poplar Wood Casing, PNT. SHEET TITLE: CSCHEDULE - DOOR SHEET #: 0 Wheat V f c A17 0 Gi/dt�9 p�y` Window Type T.O. Bsmt Slab JJ JJ JJ 1st SubFloor AA AA AA BB BB BB BB BB BB HH HH 2nd SubFloor AA BB CC CC CC DD DD EE EE FF FF GG HH HH Grand total: 28 4' - 11 1/2" J 5050 J Andersen X 8' E 5' - - - - - - - - - - - - - 0" Black Black JJ 0.300 CAST -IN Emerg. Egress BUCK 6' - 11 1/2" 2' - 11 1/2" NJ %J 2' - 11 1/2" 14 HH GG FF EE DD FX scL csR csR csR 2' - 11 1/2" 1' - 5 1/2" ------------ - ` - - - - - - - - - - - - - - - - - - CC III��� BB AA FX AW RH O = Tempered ® = Emergency Egress Finish Heat Trans. Air Infiltration Location Size Operation Manufacturer Series Head Height Rough Width Rough Height Ext Int Glazing (U) CFM/FT2 B.Great 5050 Slider Andersen 100 8' - 0" 5' - 0" 5' - 0" Black Black Low -e 0.300 -0.2 Emerg. Egress Bed.3 5050 Slider Andersen 100 8' - 0" 5' - 0" 5' - 0" Black Black Low -e 0.300 4.2 Emerg. Egress Bed.5 5050 Slider Andersen 100 8' - 0" 5' - 0" 5' - 0" Black Black Low -e 0.300 -0.2 Emerg. Egress Dining 1630 Fixed Andersen 100 7' - 6" 1' - 6" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Mud 1670 Fixed Andersen 100 7' - 6" 1' - 6" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Mud 1670 Fixed Andersen 100 7' - 6" 1' - 6" 7' - 0" Black Black Low -e 0.300 4.2 Tempered Dining 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Dining 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Dining 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 4.2 Tempered Parlor 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Parlor 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Parlor 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 4.2 Tempered Dining 7020 Fixed Andersen 100 7' - 6" 7' - 0" 2' - 0" Black Black Low -e 0.300 -0.2 Parlor 7020 Fixed Andersen 100 7' - 6" 7' - 0" 2' - 0" Black Black Low -e 0.300 -0.2 Bed.2 1670 Fixed Andersen 100 7' - 6" 1' - 6" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered Stair.2 3070 Fixed Andersen 100 7' - 6" 3' - 0" 7' - 0" Black Black Low -e 0.300 -0.2 Tempered M.Bed 3040 Fixed Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 4.2 mulled M.Bed 3040 Fixed Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 mulled M.Bed 3040 Fixed Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 mulled M.Bath 2040 Casement Andersen 100 7' - 6" 2' - 0" 4' - 0" Black Black Low -e 0.300 4.2 Tempered M.Closet 2040 Casement Andersen 100 7' - 6" 2' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 Tempered Bath 2040 Casement Andersen 100 7' - 6" 2' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 Tempered Laundry 2040 Casement Andersen 100 7' - 6" 2' - 0" 4' - 0" Black Black Low -e 0.300 4.2 Tempered Bed.1 3040 Casement Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 Emerg. Egress M.Bed 3040 Casement Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 4.2 Emerg. Egress Bed.2 3040 Casement Andersen 100 7' - 6" 3' - 0" 4' - 0" Black Black Low -e 0.300 -0.2 Emerg. Egress Bed.1 7020 Fixed Andersen 100 7' - 0" 7' - 0" 2' - 0" Black Black Low -e 0.300 -0.2 Stair.2 7020 Fixed Andersen 100 7' - 0" 7' - 0" 2' - 0" Black Black Low -e 0.300 4.2 Tempered Comments THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CSCHEDULE - WINDOW SHEET #: \f4 heal �o U CD D1J\4 A18 Cl) Cl) 0 W 00 w0 U ''CC V/ W W IO J W ! F- Q > 11* LU W 2 M N 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 13 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: CSCHEDULE - WINDOW SHEET #: \f4 heal �o U CD D1J\4 A18 o ELECUn�CAL o 1 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS (EXCEPT BATHROOMS, KITCHENS & GARAGES) MUST BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. [ARTICLES 210.12(A) AND 210.12(B), NEC AS AMENDED] 2 ALL AREAS SPECIFIED IN ARTICLE 210.52 ARE REQUIRED TO HAVE ALL 125 -VOLT, 15- AND 20 -AMP RECEPTACLES BE LISTED, TAMPER RESISTANT RECEPTACLES. [ARTICLE 406.12, NEC] 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 -AMPS MUST BE PROVIDED TO SERVE ALL GENERAL WALL RECEPTACLES, COUNTERTOPS IN KITCHENS AND DINING ROOMS AND THE LAUNDRY AREA. A MAXIMUM OF 4 RECEPTACLES MAY BE SERVED BY EACH CIRCUIT. A DEDICATED CIRCUIT IS ALSO REQUIRED FOR THE LAUNDRY AREA AND BATHROOMS. [ARTICLES 210.52(D) AND 210.11(C), NEC AS AMENDED] 4 GFCI PROTECTION IS REQUIRED FOR ALL EXTERIOR ELECTRICAL RECEPTACLES AND GARAGE RECEPTACLES SERVING GARAGE DOOR OPENERS.I WILL REDLINE THE REQUIREMENT ON THE PLANS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC] 5 A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS (COMPACT FLUORESCENT, T-8 OR SMALLER LINEAR FLUORESCENT, OR LAMPS WITH A MINIMUM EFFICACY OF: 60 LUMENS/WATT FOR LAMPS OVER 40 WATTS, 50 LUMENS/WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 40 LUMENS/WATT FOR LAMPS 15 WATTS OR LESS) FOR ENERGY CONSERVATION. [SECTION 404.1, IECC] 6 RECESSED FIXTURES INSTALLED IN AN INSULATED CAVITY OF THE THERMAL ENVELOPE MUST BE IC -RATED AND SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE. WHERE THE INSULATED CAVITY IS NOT PART OF THE THERMAL ENVELOPE, LEAKAGE PROTECTION IS NOT REQUIRED. [SECTION 402.4.5, IECC] 7 ELECTRICAL SERVICE RESERVED SPACE: THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A REVERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE END OF THE PANEL THAT IS OPPOSITE FROM THE PANEL SUPPLY CONDUCTOR CONNECTION. 8 ELECTRICAL SERVICE RESERVED SPACE: THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACES) RESERVED FOR FUTURE ELECTRICAL VEHICLE CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 9 A PERMANENT CERTIFICATE, INDICATING THE SOLAR READY ZONE AND OTHER REQUIREMENTS OF IECC RA103 AND R404.2 (IRC N1104.2) SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR LICENSED DESIGN PROFESSIONAL. LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT rl rr n1\Irl •onvr THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. Single Switch i a Three -Way Switch [ Ceiling Fan Y 4 Four -Way Switch \ / Standard Switch Leg 00 �i Dimmer Switch Leg • [ Ceiling Fan With Light QThermostat �G Garage Door Switch W Exhaust Fan = W 0 J Exterior Path Lighting OUTLET LEGEND : Exterior Step Lighting F- Q \ / 11* i Single Outlet � Exterior Wall Mount N Light Fixture Duplex Outlet �GFI GFCI Outlet Exterior Wall Mount Motion Sensor Light Fixture Weatherproof Duplex 9240 zao Fluorescent Light Fixture 240V Duplex 920 240V GFCI + Garage Door Infra -red Eye 4-Plex Outlet O Garage Door Motor 0 Floor Single Outlet ❑ Surface Mount Light Fixture 0 Floor Duplex Outlet Q TV Outlet/ Jack Linear Light Fixture 0 CAT -5/6 Data Outlet Interior Wall Mount Light Fixture Keyless Light Fixture FIRE SAFETY LEGEND 04 4" Recessed Can Fire Alarm Strobe and Siren G'Ww 4" Recessed Can - Wall Wash Carbon Monoxide Detector �'WP 4" Recessed Can - Weatherproof CC sD Smoke Detector 6" Recessed Can C Smoke/ Carbon Monoxide 06WP 6" Recessed Can - Weatherproof SEVCO Detector A A A Track Lighting LED Tape Light Am LED Driver Pendant Light Fixture AA Hanging Light Fixture LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT rl rr n1\Irl •onvr THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � cu Q ■ -� U VCU N 0 U N cu N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: BSMT ELEC PLAN 000 0��� I.Fa �� 1/4" = V-0" Graphic Scale: 1 inch = 4 feet SHEET #: of `N heat CD oc IC Cl) Cl) O W 00 wp U ''CC V/ W = W 0 J W ! F- Q \ / 11* LU W � T 2 N e � cu Q ■ -� U VCU N 0 U N cu N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: BSMT ELEC PLAN 000 0��� I.Fa �� 1/4" = V-0" Graphic Scale: 1 inch = 4 feet SHEET #: of `N heat CD oc IC o ELECUn�CAL o 1 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS (EXCEPT BATHROOMS, KITCHENS & GARAGES) MUST BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. [ARTICLES 210.12(A) AND 210.12(B), NEC AS AMENDED] 2 ALL AREAS SPECIFIED IN ARTICLE 210.52 ARE REQUIRED TO HAVE ALL 125 -VOLT, 15- AND 20 -AMP RECEPTACLES BE LISTED, TAMPER RESISTANT RECEPTACLES. [ARTICLE 406.12, NEC] 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 -AMPS MUST BE PROVIDED TO SERVE ALL GENERAL WALL RECEPTACLES, COUNTERTOPS IN KITCHENS AND DINING ROOMS AND THE LAUNDRY AREA. A MAXIMUM OF 4 RECEPTACLES MAY BE SERVED BY EACH CIRCUIT. A DEDICATED CIRCUIT IS ALSO REQUIRED FOR THE LAUNDRY AREA AND BATHROOMS. [ARTICLES 210.52(D) AND 210.11(C), NEC AS AMENDED] 4 GFCI PROTECTION IS REQUIRED FOR ALL EXTERIOR ELECTRICAL RECEPTACLES AND GARAGE RECEPTACLES SERVING GARAGE DOOR OPENERS.I WILL REDLINE THE REQUIREMENT ON THE PLANS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC] 5 A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS (COMPACT FLUORESCENT, T-8 OR SMALLER LINEAR FLUORESCENT, OR LAMPS WITH A MINIMUM EFFICACY OF: 60 LUMENS/WATT FOR LAMPS OVER 40 WATTS, 50 LUMENS/WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 40 LUMENS/WATT FOR LAMPS 15 WATTS OR LESS) FOR ENERGY CONSERVATION. [SECTION 404.1, IECC] 6 RECESSED FIXTURES INSTALLED IN AN INSULATED CAVITY OF THE THERMAL ENVELOPE MUST BE IC -RATED AND SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE. WHERE THE INSULATED CAVITY IS NOT PART OF THE THERMAL ENVELOPE, LEAKAGE PROTECTION IS NOT REQUIRED. [SECTION 402.4.5, IECC] 7 ELECTRICAL SERVICE RESERVED SPACE: THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A REVERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE END OF THE PANEL THAT IS OPPOSITE FROM THE PANEL SUPPLY CONDUCTOR CONNECTION. 8 ELECTRICAL SERVICE RESERVED SPACE: THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACES) RESERVED FOR FUTURE ELECTRICAL VEHICLE CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 9 A PERMANENT CERTIFICATE, INDICATING THE SOLAR READY ZONE AND OTHER REQUIREMENTS OF IECC RA103 AND R404.2 (IRC N1104.2) SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR LICENSED DESIGN PROFESSIONAL. MOTION LIGHTS ON PHOT JUNCTION BOXES CAPPI ON PHOTOCELL IN SOFFIT FOR XMAS LIGHTS FLOOR OUTLET LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT n er nAMCI Ds & Se MOTION LIGHTS ON PHOTOCELL; JUNCTION BOXES TO BE CAPPED OFF. PROVIDE POWER FOR FIREPLACE PROVIDE SOFFIT OUTLET FOR STRING LIGHTS 1/4" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. Single Switch i a Three -Way Switch [ Ceiling Fan �4 Four -Way Switch \ / Standard Switch Leg 00 �i Dimmer Switch Leg [ • Ceiling Fan With Light 7 Thermostat \ $G Garage Door Switch W Exhaust Fan = W 0 J Exterior Path Lighting OUTLET LEGEND : Exterior Step Lighting F- Q \ / 11* i Single Outlet � Exterior Wall Mount N Light Fixture Duplex Outlet qPGFI Exterior Wall Mount Motion GFCI Outlet Light Fixture qWPSensor Weatherproof Duplex 9240 zao 240V Duplex Fluorescent Light Fixture cFi 9 24 240V GFCI + Garage Door Infra -red Eye 4-Plex Outlet O Garage Door Motor e Floor Single Outlet ❑ Surface Mount Light Fixture 0 Floor Duplex Outlet 4 TV Outlet/ Jack [) Linear Light Fixture 0 CAT -5/6 Data Outlet (� Interior Wall Mount Light Fixture O Keyless Light Fixture FIRE SAFETY LEGEND 04 4" Recessed Can VL�J't' Fire Alarm Strobe and Siren (:�Ww 4" Recessed Can - Wall Wash Carbon Monoxide Detector 04WP 4" Recessed Can - Weatherproof Do sD Smoke Detector �' 6" Recessed Can o Smoke/ Carbon Monoxide 06WP 6" Recessed Can - Weatherproof SEVCO Detector A A A Track Lighting LED Tape Light LED Driver Pendant Light Fixture AA Hanging Light Fixture MOTION LIGHTS ON PHOT JUNCTION BOXES CAPPI ON PHOTOCELL IN SOFFIT FOR XMAS LIGHTS FLOOR OUTLET LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT n er nAMCI Ds & Se MOTION LIGHTS ON PHOTOCELL; JUNCTION BOXES TO BE CAPPED OFF. PROVIDE POWER FOR FIREPLACE PROVIDE SOFFIT OUTLET FOR STRING LIGHTS 1/4" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: C1ST ELEC PLAN SHEET #: of `N heat CD oc E1 Cl) Cl) O W 00 wp U ''CC V/ W = W 0 J W ! F- Q \ / 11* LU W � T 2 N e � cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: C1ST ELEC PLAN SHEET #: of `N heat CD oc E1 o ELECUFDflCAL 1 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS (EXCEPT BATHROOMS, KITCHENS & GARAGES) MUST BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. [ARTICLES 210.12(A) AND 210.12(B), NEC AS AMENDED] 2 ALL AREAS SPECIFIED IN ARTICLE 210.52 ARE REQUIRED TO HAVE ALL 125 -VOLT, 15- AND 20 -AMP RECEPTACLES BE LISTED, TAMPER RESISTANT RECEPTACLES. [ARTICLE 406.12, NEC] 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 -AMPS MUST BE PROVIDED TO SERVE ALL GENERAL WALL RECEPTACLES, COUNTERTOPS IN KITCHENS AND DINING ROOMS AND THE LAUNDRY AREA. A MAXIMUM OF 4 RECEPTACLES MAY BE SERVED BY EACH CIRCUIT. A DEDICATED CIRCUIT IS ALSO REQUIRED FOR THE LAUNDRY AREA AND BATHROOMS. [ARTICLES 210.52(D) AND 210.11(C), NEC AS AMENDED] 4 GFCI PROTECTION IS REQUIRED FOR ALL EXTERIOR ELECTRICAL RECEPTACLES AND GARAGE RECEPTACLES SERVING GARAGE DOOR OPENERS.I WILL REDLINE THE REQUIREMENT ON THE PLANS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC] 5 A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS (COMPACT FLUORESCENT, T-8 OR SMALLER LINEAR FLUORESCENT, OR LAMPS WITH A MINIMUM EFFICACY OF: 60 LUMENS/WATT FOR LAMPS OVER 40 WATTS, 50 LUMENS/WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 40 LUMENS/WATT FOR LAMPS 15 WATTS OR LESS) FOR ENERGY CONSERVATION. [SECTION 404.1, IECC] 6 RECESSED FIXTURES INSTALLED IN AN INSULATED CAVITY OF THE THERMAL ENVELOPE MUST BE IC -RATED AND SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE. WHERE THE INSULATED CAVITY IS NOT PART OF THE THERMAL ENVELOPE, LEAKAGE PROTECTION IS NOT REQUIRED. [SECTION 402.4.5, IECC] 7 ELECTRICAL SERVICE RESERVED SPACE: THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A REVERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE END OF THE PANEL THAT IS OPPOSITE FROM THE PANEL SUPPLY CONDUCTOR CONNECTION. 8 ELECTRICAL SERVICE RESERVED SPACE: THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE ELECTRICAL VEHICLE CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 9 A PERMANENT CERTIFICATE, INDICATING THE SOLAR READY ZONE AND OTHER REQUIREMENTS OF IECC RA103 AND R404.2 (IRC N1104.2) SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR LICENSED DESIGN PROFESSIONAL. 3 �4 7 9 11 GFI qWP 9 240 GF 9240 0 Q Single Switch Three -Way Switch Four -Way Switch Standard Switch Leg Dimmer Switch Leg Thermostat Garage Door Switch Single Outlet Duplex Outlet GFCI Outlet Weatherproof Duplex 240V Duplex 240V GFCI 4-Plex Outlet Floor Single Outlet Floor Duplex Outlet TV Outlet/ Jack CAT -5/6 Data Outlet FIRE SAFETY LEGEND Fire Alarm Strobe and Siren Carbon Monoxide Detector CO Smoke Detector sD a Smoke/ Carbon Monoxide SEVCO Detector 04 G«WW 04WP 06 WP A A A AA Ceiling Fan Ceiling Fan With Light Exhaust Fan Exterior Path Lighting Exterior Step Lighting Exterior Wall Mount Light Fixture Exterior Wall Mount Motion Sensor Light Fixture Fluorescent Light Fixture Garage Door Infra -red Eye Garage Door Motor Surface Mount Light Fixture Linear Light Fixture Interior Wall Mount Light Fixture Keyless Light Fixture 4" Recessed Can 4" Recessed Can - Wall Wash 4" Recessed Can - Weatherproof 6" Recessed Can 6" Recessed Can - Weatherproof Track Lighting LED Tape Light LED Driver Pendant Light Fixture Hanging Light Fixture PARAPET/'. OUTLE CHRISTMAS I PARAPET/'. OUTLE CHRISTMAS I PARAPET/SOFFIT OUTLET FOR CHRISTMAS LIGHTS 2imd UgNlm 1/4" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: Han l� C 2ND ELEC PLAN SHEET #: of `N heat CD oc E 2 Cl) Cl) O W 00 wp U ''CC V/ W = W 0 J W ! F- Q \ / 11* LU W � T 2 N e � cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: Han l� C 2ND ELEC PLAN SHEET #: of `N heat CD oc E 2 o ELECUn�CAL o 1 BRANCH CIRCUITS SUPPLYING ALL ELECTRICAL OUTLETS (EXCEPT BATHROOMS, KITCHENS & GARAGES) MUST BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. [ARTICLES 210.12(A) AND 210.12(B), NEC AS AMENDED] 2 ALL AREAS SPECIFIED IN ARTICLE 210.52 ARE REQUIRED TO HAVE ALL 125 -VOLT, 15- AND 20 -AMP RECEPTACLES BE LISTED, TAMPER RESISTANT RECEPTACLES. [ARTICLE 406.12, NEC] 3 SMALL APPLIANCE BRANCH CIRCUITS RATED AT 20 -AMPS MUST BE PROVIDED TO SERVE ALL GENERAL WALL RECEPTACLES, COUNTERTOPS IN KITCHENS AND DINING ROOMS AND THE LAUNDRY AREA. A MAXIMUM OF 4 RECEPTACLES MAY BE SERVED BY EACH CIRCUIT. A DEDICATED CIRCUIT IS ALSO REQUIRED FOR THE LAUNDRY AREA AND BATHROOMS. [ARTICLES 210.52(D) AND 210.11(C), NEC AS AMENDED] 4 GFCI PROTECTION IS REQUIRED FOR ALL EXTERIOR ELECTRICAL RECEPTACLES AND GARAGE RECEPTACLES SERVING GARAGE DOOR OPENERS.I WILL REDLINE THE REQUIREMENT ON THE PLANS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC] 5 A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS (COMPACT FLUORESCENT, T-8 OR SMALLER LINEAR FLUORESCENT, OR LAMPS WITH A MINIMUM EFFICACY OF: 60 LUMENS/WATT FOR LAMPS OVER 40 WATTS, 50 LUMENS/WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 40 LUMENS/WATT FOR LAMPS 15 WATTS OR LESS) FOR ENERGY CONSERVATION. [SECTION 404.1, IECC] 6 RECESSED FIXTURES INSTALLED IN AN INSULATED CAVITY OF THE THERMAL ENVELOPE MUST BE IC -RATED AND SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE. WHERE THE INSULATED CAVITY IS NOT PART OF THE THERMAL ENVELOPE, LEAKAGE PROTECTION IS NOT REQUIRED. [SECTION 402.4.5, IECC] 7 ELECTRICAL SERVICE RESERVED SPACE: THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A REVERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC." THE RESERVED SPACE SHALL BE POSITIONED AT THE END OF THE PANEL THAT IS OPPOSITE FROM THE PANEL SUPPLY CONDUCTOR CONNECTION. 8 ELECTRICAL SERVICE RESERVED SPACE: THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE ELECTRICAL VEHICLE CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". 9 A PERMANENT CERTIFICATE, INDICATING THE SOLAR READY ZONE AND OTHER REQUIREMENTS OF IECC RA103 AND R404.2 (IRC N1104.2) SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION PANEL, WATER HEATER OR OTHER CONSPICUOUS LOCATION BY THE BUILDER OR LICENSED DESIGN PROFESSIONAL. LOCATION OF NEW 200 AMP SERVICE & MAIN DISCONNECT BELOW 307 SF SOLAR -READY ZONE PER RA103. THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � cu Q ■ -� U VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: SoSOLAR ROOF PLAN o�� �oo� Manl� 1/4" = V-0" Graphic Scale: 1 inch = 4 feet of `N heat CD SHEET #: E3 Cl) Cl) O W 00 wp U ''CC V/ W = W 0 J W ! F- Q \ / 11*W W � T 2 N e � cu Q ■ -� U VCU N 0 U N N N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: SoSOLAR ROOF PLAN o�� �oo� Manl� 1/4" = V-0" Graphic Scale: 1 inch = 4 feet of `N heat CD SHEET #: E3 Niioi.10.1 (003.11.1) Builtling thermal envelope Fasulat4on. An R•vaue tdant`rcahon mark shall low apphatl tay.ha M"UfWVMr to Barin RecA of btasdWtg ffM". renvargae insakrkm 12 itwLas (305 mm} or great& in Mi PJL Alternately, the insulation intlamhts" provide a certification fdCng the type, manefaclurEr and R-v81u0 of insulation Ir*10ed 4 sea elornent d. the buddrag 0tetnmar twin kpe. For bk..rwn or spmycd insalwion I;riberglass nrd caaolose), the ihirtinl insltMad tlydmess, settled thickness, settled R -value. las9alled density, coyerat" area aid number o1 bags installed shell be k0odf on ole cell (cation For.nstrialed siding, the R -valla shall be labeled on 1t* product's padcaW and shag be psted On ltte txtfration_ The insulation inslalar slmll sign, data and post live cetliricatim in a cwspicu&us kicati3n on the iob 1110. Nf101.10.1.1(R303.i.1.1I Blown or sprayed rooftceilrng Insul Mm. Tile thickness d blowo-in t)r aprayod rool'"dng insulation (fi". rglass rn-onlldione) Oak he whitmn in Inctes (rnm) to markes3lhat are s'Istalled at least aria for very 31410 squaw feet 421 mil thtpxomit Iht oak Srata. The markers shall be affixed to the susses or jcista and marked with the minimtrn inilisf installed 0nidknesa vMh rwmbcrs out 193s Ihan 1 inch (25 mm) in hckJN. fa"m rrarxa saes: facia tae Mic Boom opor2mg Spray pelt' lKane Loam thisknesa and installed R -value sba0 be esfeil an cetsdreewn provided by the Insulation installer. M1101.10.2 (8303.1.2) Insulation mark installation. Insulalirsg madei,14 stroll bre installed sudr Thal Ilio rrVVFgdoeer•s Raalue mark is rea0y obsalmbre upon napnAiorn. M7101.14 (94(11,3)Ceellfleale (Mandatory). A pormancnt Cw tilhatA sha!I bw gompWcc1 try ttw buad0r er registered design professional ono posted en at wall n olio spaaa ohe a V e hmace 0. lxalnl, a utility room ar an apprancd IocsGon Lrsida me building_ Where ldcalod on Da oicclricil panes the xrtillwle shall not cover or obstrutl'ie visibility of the dreuil d+oclory label, $&vice d.sctnAeet Mini er tdher required labels. The testKrate shall list the p(edeminAm R -values eS intaiMion installed in or on ca roto", wail. foundBko [akab, besemml wan, craw4 skm wall andror floor) and ducts outside con tuned apacds; U-Nclom for foncstration and Vhc solar tectal gain m&B6cianl (SK)Ci of fwnoshal'gn, and the Tesulls from any required duct syslem and DuMing envelope air leakage testing done an the building. V.Aere More is more than ins vattte foreach omponent. the eerfificale shall Inst the value covering tree lee" area_ Tin c4nif clot shall list the leaps and t)fiXiprxies of haafsnl), cadir,y amd service YnOw healing equip -•ren!. Where s gaga-lircA unrrented room hoater. efseUie fumaos, or besehoara ale ctrlc healer s Installed in the msidenM, 0-A reraia'ale SItWI list -gas•Gae urrvMhed ream looser; 'cleClx fumacr.' ar-bascetnard ale+:ix heade , as sopftWale.An efficiency shall not be unnewled room heamrs, electric turrlacasof dCUri; basotoa•d healers, EMtnsr 4mr harm, Ternitwarycu atrg oviii sumer, PMse Peonarnrnl sono t mitienle P&'xed in u11ey ro&.nn Ar pwgslr41 sa9r _ �//���� F7,, fk11iN ti/ 8loviW door ICUL Air-lieuhage prov6eoos, snt:.tuding Mytmg of 1h! building thermat orweto'-4. are mandalory. N 1102.2.3 48402,2.31 iYltM battle. For aL-permaable haulab ms. in vented arcs. a balfle shall be installed w1jacenl to safR VEnls. The bark ahaDvAend over the top or the oft nsylptgn Tine baFftc shat be perrdlted to be any solid material Nil 02.2.4 (R4t1Y.ZA) Access hatches and doers. AcrMss doors from con^.Aor4c: spaces to urwndiiionod Z;Qc&s SW_h as ohxS and crawl Saacm 54W H bo weanterstripped and ir4ulabed to a level equivalent In the insulator. on the sLaeunding Surface& Aoeess shall be provided to as equ#nerrt tnat proven% damaging or coarnI the mWalion. A wood-frarned or aqurvalenr ba19e or reWii*r is rtsgoead to to provided when kosp•ifl nnsOptkA is installed, the purpose of wh-xA is iG prevenS the base -nil Ineulalion from spilling Into IN living space When the ailic access is opened. and to provfda a permanent mems of naaimaining the mmalled Rdwgut d ilia Inose -fill inMikiziln Es,caka6m; Vertical dads that pra„de ac iM frim wnditidnod b uncootmiwned spaces s'iat los psrm'lod h meet the fO In tM 60r% requirements of Table RI102.1.2 batted on the applicable ahnsto zone sperifoff it ChspLet 3. ALk Insalahnohsvalh arrrnwtsnt HrcaL& t [qac M� nn5yasl,hn In etar0en-br.g [along nnsvlawn � asuSlgn Ltemo �L Ahic nomas Aanal /sarrg�hYnriq Frish 9W9 �wennhalsnnp -/! Hariza'Ital altid access hatch liYenn Clli0.led ante YMticah anlc aocer� rk-a?r a LJ MrknWl A�raluO M.sx fertaeIM&P U-faelcr SJ N1102,2.0 {A4022.0 Basement wells. W,nOs W,:%Wjalrxl with conditional OMS"riarrts shat ice inwLTfgd horn the top of the NSdmnnr wan.' down ID 10 reek (3048 mm) below9rade or fo the basemen[ floor. whldwr ,sr is less. Walla sasociated with Lncondilimed basements sinal most this requ rornon! urless the Noor ovotload Is InsulaWd In ocoudandO ABh Secilcns N'102.1.2 and N1102.2.8. N1102.2.10 (R402.2-10) Slab-on•gradw Row*- S%b-on-girade rhoaha wM a soon surfaw less than 12 Inches (305 mm) below grede shall be Ineiiabe l i9 Ao=rcinnce web Table W 102.1.2. Thin nxulntnhe shah fraena #ownwarc it= the top alihe slob an ale out7+de d' maid@ d1 the fd WldAt= wall. IrhSula.on located beI&sv gtade Swan be extended the detente providad in Table N1102,1.2 by any combination cf vi rbcal ihsulat,on, Irsulalbn extending under -.he stab or innsulallcn exlent:14 art from the builring Inst*tien oxnending away from the buiking-.lull to prcmedned by pevenrrl a by Fier less thea 10 ndnae (254 mm) of soil. The tap adgs d the nsulaton wnst3lied between" exrar" was and the edge oa she interior slab shag bo permitted Io be WI at a 45-dcgrgg (0.79 rad) angho away from ft axterar waiN, Slad- edge insulation is not required in Prisdictons designaled by VIb buJdfog aM.icW r. having a very heavy terrill Inteataaon N1102,2.11 (84112.2.14) Crawl space walls. As nn allonafi.* lots mplafiria hors ower c rVM a;"ciss, awM spew welts shall hr prrmllM to La i=I..^d *Tien Vine crawl space is nal vended m tale outside- Cdawl space •Aah dnsulebon shall be parmanen[y feslened ho the wall and oidond downward cram the floor 10 the ISrhishod gratlO larval and than vertically anbr 1holzonW11y (or A least an additional 24 irla:le5 (610 0-n;. Exposed earth in unvmlad crawl space foundatidrs scroll be covered VAh a continuous Chas I vapor retarder In accardanoe with Ochs ctindA. Al Joints of the vapor retarder shall overlap by 8 nchws (153 mm) and be *"lad or taped- The 01 0. the vapor ralaadgr shall extend not less then 6 Intlles (953 mm) up bre sden wall and shah bo aLtachad to [the stem waV. N1102.4 [R402A) Air leakage (Mandatory}, n..g brAV& j fhcrmol amnalope shot be eonsbrurloti to unit air MakmSe in aoomdar ee with ate rrquimmrmx of Sections Nd f 02 4.1 through N11 D2A.5. N1102.4.1 {8402_4.11 Building tharnnal alwBiapa. The b0dk xf (herr a' tmvvkpa shat oampq wtlh Sectlona es11 D2.4.1.1 and N!102A 1 2. The sealli g melhode betwoen dissimtar matanats shad allow foe differandia! expansion and coraractlon_ N1102,03 [111402.4,7,1] Installation, The carnponanls or the bumog ff"si em ispe at listed an Tarte N1 102A.1.11 shall be intlaied n accordanee welh thio nhanufxWrers Instructions and the txilaria Wed in Table N1102-4.1,1. as spplicabh s to rte rnetInd of i;NW&ui*trL Wiens reclubmS Ly the bu*fvV aldei W. an approtndih?d party alma inspee :trt Wmperrenk and vartFi' corpulence TABLE N1782,4,1.1 (MA.1.1) AIR f3ARMERAND INSVLATMN INSTALLATION ijpy PONElrf aa9OMIE tCnnEMA IML%ATWN MIAL4ATIM ClaTEraA *Xflr.va.t WIti Nr y i UMN In thrbtbV M -va: rrn,.axlb ee..a r+rd vaVrp.mmi.. mrY.nsr rrwow .4,4w 04 l 1101 W%%W ae 4 hiev a ALV Ar arses tbM etir.a ..svw• n «7�.DP.ac.-rA+rsr rn..M 00 .rm!1 rNh rY'ns>str•.aM m7lsesn aearitewr IM a,<.umn N tin w4pid ew4savoal s..Y ss C"%WX aa+^r'er•amvban.-a�aw 4wwta dramaMo.lrtY orrlx OtX NPIC05 0-41969 Nvhs1 r/11--sh _I emert aria !rmtraareaww41ra wFiaar.easrwenaarrwnrr41aaNwa .ru.MbrrerKi.t� k+vm�r+a� = ta.ra.,drM xpah4a..asatydt rN.arw+t erwe.n n+twgaarn rFretbsarreaxes 1st eeb br ctrl. .ay drat e6 Now 0-n 'r..har r..trxrtrNwa6a1 (vtr.ariea w0- W m Mr.Adt ks.enss.s mrrmaareatrt.a,va Nva ria se r A>•+rm+k ,rrsJn. ar.l uaow tMt.,0trwdaratlrtris..a41Ntw'Kre. res W00 0 .nftaa ro9w.er.n. Tj i .a ' a esu nrd,en a. ar neater. sfsol la w,etl4.ytMtr�.t.s pthµWq ria r.pRbra4 aPrrrG.Illta u.pYirlt d Wcr nrc.•x9.+.o-. arnV• .•anw.Far wr.va.v PLOWvoaonraW. atuptrr,rArdm n.ankaa whfwlop wr+Ar.warwtl -PAW itaaxFuaa+erraNn MaalO rn V.r ct tiro Irrr•Fr4 ww! ex inottanfat eor.ntnp a+ara,.vvr+ooar.rrrg Inaction pinata lra.ted Ma n►rrrn, rrusee a Cf." r NiAr rola eW.a, cite • d!. t1YJ'rl m d. vial .� Yls. puawa". aM9a tear! a.rttl4�. antl Ar a�Cr -ora�a p t<lrl4'MrbA ass h WaW r wm,r [snarl .n.t a t<t n u. a �rrrow lMyJG ) sL10. IMM br Varlaen IhY. M'-"•.•. Ne t&-Mnm isv*"ah*eat aatre. Gwwatr9ril.'t N+Fe~sspagat" 9r.Mr+P a,N ryarre...:rtatw N M laiara Nr�tl i pr ro.e41 4 aeM 0 W be v i4 ttrati l Crates nwmaA. cora. Pa n.rl� bb a.a.ar:,.terg and wrhw � anmrY�.ata P4441Lp}rat!n r..m.a..seo.rat.ta. gq.tp roOftwa arMswr Nrtale sarstww41e a4aetF<a rota tcytad n Ir.wra and not autea Aa.>OttW Wsea haasfesbsppst�aan horn am siuwsanl O�m r. Wu.'rrlr p..•waW'ggA,tl.ss+k,+a tiMlic +ronin bow rep'Ysr UttstrsrW t+tatraINK" aaMbe w*W 0Is11 Aww... ae.naa w rises &rxa+aaas udiW n ear es�l.dti. ..rials Ik 00�aaa+e.a ..r.I.erarc [,r abgwdrv.a.t.. WFh t*N .r wapatvaptlxpaNnlint had sax CN 0shtrr4 aeosithe # ri/aaeOA..ap.Lw, N K•rw's°ti vatr 4n a14Prtfe4N rasp t.v.grM! d neGa46. A Cortdlanni he't) sFax aao.r 00 - ® - - -` CA,nsikvxd minr}spacz 11 adyranl Urgantlsio-N,d gala?[ iron a Cw,io ad r,f Space abo", _ �U Vonrla Edprarr Mmg space atwerd s Urcandrsencd gara0s arae d I 0 Two operons for Noor Wmlmion above wieanduliened space FABLE N 11024.1.1{4024.1,1] Air gamer and lnsslaiion lnsiallntion flisepnn.ul Air prrtior.CsFwiy Svnll.v ilialunel" ofthinieundtnnnandidll VIM -limn hu�lml, Tien iuueiam „r Ila: ", ptlhis"A it,, x17 of estocke malls aball ba "lad. Kota uwLs skill bt wo6t nSr/tau „f aArr,ar .1,.. n 4a A„anr ,y,r,h,.u.n Mm fl.3l.r fedrnaliun IrW AILWOn rAil"]. I]x'lltes wnhen v men hod hcadam alfraLLe.WAII6'ALU hr. iuwl41l.i bt'SarnP)lfle)Y. flI1ArQ.SIIa.G.nsilY wlsll P Illykctii.b4lflYG r.Jtsmwl teeduuuxeu[ll:S_pur aadraniglunwu. n3if, DrrhuomtenvalapeImuMdnnrotrr r lwailsshdinn lmt4tkd In wrbstanl Ihn conlad and cantin.ous eliglllsxa wllh dw air 4nnfrr Tabfo Xt Ja2.4. 1. J t.uflmi Nx W trod pal ti .rowxr 14 e90 surae Im,.alitx..aq..Md 10 P1 Sp&C? NI h.rWWM aria NL4060. w#p Cort rt Settldm N11D7A.1.2(R4024.1.2) Testing itreplaeedis its entirety Walk the Miowiur. M1102.4.13 (R402AA.Z) Tesbsig The building or dWidlina unit shall bt temcd and vcrifwd es krrimg an air kakagc roto not exceeding fiv<air clutnIIrs per hour in Climate 7oncs I and 3, and thrCe win clyn$Ct yen twat 4i CtrmNte 7onm ) through 8 Testing shall be Cothdrheted in accordance with ASTM E 774 or ASYM E. 1827 and repericd at a precturc of 0.2 inch w.g- (50 Pascals). Whom raquttod by the endo afficud, resting shall los owdue" by. at+tvrpved third prsty. A wntOen report ge the results of the test sihaSl be signed by the party wnduding Ike test and provided to dlc c&k offrrid. Testing shall he perforntcd at any time afar creation of all ptnctrsticas of thebafldft(ArriAare"Wm - li:rtuytiom: 1. R-2 occutimr :ics that obmply xaA stctian C402.5 2- willls, flwrs, or exi lings, shall whicvc. am air teakag& rate rid W exatd 4 air c1angn per hour m CIWTwe Zwes 3 ihTOLWl 8- %Ilan approved by the eoa%, offie d, guarded blower Boor tcstiri using multiple blower dodos, shelf be permitted to ensure khat air Ieakap isnhcasurai frairtU the outdoors avid not fmAdW adjaaim amid ed tnNs. During tatting: 1. Exicrior windows and doors, fir Arca and Aovc doors shaU br closed, but hot scalcs[, bcpllod tttc ioeemded WeAkentrippeng a other infibridion contrd reteawres. 2- Dampmincludleigexhetta.ImAU,makaupair, hatkdeaftand flue daFiytersshall betlomd,bull not sealed beyond intended irtflkMion Control mwsura. 3- lyderiue duorg, if mstailed at nhe time of the lrA shall be open. 4_ Exrerinr doarx for cnminuntas xnnli lotion xyltrpnx and hent rCPnvK}'.•eatilarolt lltall be olo5ed and sealed. S. Heating and cooling syssems, if installed at the time of the teat, shah be turned off. 6- Supply acrd return reoptra, if iasrsAid at the time of the ieo, shall be Fully Open. 111102.4.4 (If402.4.4) Roams containing hie -burning appliances. IM r;.Uer4Te :bntS 3 lhrpu9h $ where &per, C*Mbvslpn air Gutta JiWwide t oabas64n ar l& open CQrnbuSEGn ivapbumng appaanms. the applancas and wmbustcn ar opening anal be Wcaled Outside Lhe Dwrdrog Jt/armar orrlefop9e or enclosed in a room chat +a t9oBbW from nslde tie gtefRll edea e. Sucl% rooms. sham be seated and insulated In accordance wth Ne envelope requirements of Table t41102.1 2, where the waw. Iloofs and ceings shat meet is minimum of the ♦ye$2rr12M wair R -value requfremenl The down ilia the room shal the Acre gasketed and any water Ines and ducts in the roam insulated an accordance wih Section N1103. The combustion air dud steal be rtaulated W here A passes through co ldredoned space to an R-valoa aT ne[ less ltan R$ Enspbnonsr 1 Dred yenl appliances wth both intake and exhaust spits'nitatlad ranlatLOut la the outside. 2 Fresler:es and staves wrptymg w4r. Secfnena N1102 4.2 and Rf W6, N1103.1 (R403-1) Controls (Mandatory). A. leastcnOlhorm&statshall low provided for each soparata hooking antl eco" system. N1103.1,1 [8/0.7.1.1 t ProOrammealA themtoltal. The lheunos at vonlmNing the pdmary heating a caofng syskm pt lire t)walirg unit shall be cagaile of I77111faRrlg 11ae healing and 000lno system on a tla?y atlledtlle to mBanlarn tlitfererA temperature eel pollNa at difcrmt limp of Ii,e day. TT.is the arasrat xhall Linduno tho 0xhahitily to sot brick or tdrrihorarily cllpsahs Ihn sya•AM W maintain 11o.'le I McWaLures dean to 55'17 (13rC) or Lep 10 851F (29'C). The thNnOlial shat initially be, prog+ammed by the m inufaclurar wtih a healing temperature set point rnd higher than 70'F (2 VC) and a cooing Inrrnpertlure sat point rso I&A ne drum 78'F (26'C). N1103.3 (R4133A) Oucle, DumN and nh hnndlc s shah he in amnrMncrt with &eoli&na N1103,3,1 through N1103.3.9. N1103.3.7 tR403.3.1t Insulation (PrescrWilli's). SuPF'ly and rolurn duras in anics shall be insulated Ina minimum orR-a where 3 inches (78.2 mm) in damoM.r and greater and R-5 where Isoa Me 3 inches 175 2 mm) In diameter. Supply and rell.m ducts In GMer portions o1 the auiWiIng Shall be irrWlaWd W it minimu+n 91 R-6 where 3 ierdtws (76.2 mm} rst dUmebr or 9rea7ar and 8-4.3 where leas than 3 inches f76.2 mm) in diarnazer. E xc"lliow Duds or poehons thereof located camplelely inside the bu ylg Merms' adretape. N1103.3.2 (RA08.3.2) $ca ging [Matsdsloryj- l3udik air handlers and liter bona shall be seMsel. Joints and seams shad WMply with either nhe WaMSUMW m9cwAnl'naI Goch or e4dion M1WI ,4,1 of phis code, as applicable, Excepponee 1. A r-nrpernaesble spray, to" products sinal ds panrdted to be applied wilhoul addilidn& Aiml 1108111. 2. For Cunt h"rag a static Press-ife dossliCabon of less than 2 inches 60 water column (SOD Pa), addilftai closure systems shall ndt be required for calhnuousty welded lD.nta and seams. and Iockingdype lornts and scamp W etthpr lttpn O,p �p'lopic s�rtd bullion'luck typos. N1163.3.2.1 (8463.3.2.1) Sealed air handler, Airhandlers shag haves manufacturer's desionshnin for ar. air leakage of nD:clone than 2 percentor ibe desegn ai• 11Ow Feta wl-vr. tcstcd in i)W0rdanco whb A8KRAE 193. N1103.3.3 (8403.3.3) Duet[ !eating {ldanldaloryl. DuCOr shah& pspsxwe rested to dehnrm ria air Irakaga by ono or tip folawing mclhata: 1. Rough -in Iesl: Total I"kaca shad be mcasummr v GM a prgswrw ciffergnhal 010 1 such w.g (75 Pa) a-ross rho aysiern. ncll/ding the marhufidi rer a air hander anclosura if instaled at the +Las of ale teat All regigbers shall be taped or othia;wise soared during the Oast 2, FU9ICo akirvo don Oast Toler ioMage shall be measured with s presewe d tte:er"I of 0.1 ftA w,g. (25 Pal across: lhg CWo syztcm, ndirding pro manulaciur&r 6 air hand0r mclosurc. RNistars shall be lapod or othermse sealed during me 1141. Exopptionn. A duct air Itplkagp lost s.'taki rot be required where the duras and act handlem are located ar irtily within one balllAng thermal envelops. A written report a the resuhs or the test shWI he signed try the party conducting the teat and Vr(hided db the cede off ick N1103.3,4 (R403,3.4) Duct leakage (Preacnptive} The notal Ipakagp of live duds• where measured in. aca7rdaroe With *%aan R403.3-3, shall be as folkNm 1. Raigh•in Icsl: The total hvkage shall be !cxs then cr rqua' 10 4 cvbx. foot per iarI Galin LAmin) per 100 square kat (9.24 rn`) of wndilicrred floor arra whom tro air handler is k1staaed at ft kine of alp task Whim m that air handler Is not inuls:W at the t," of Rte Lest the Ictal Ieakags shell be less than or equal to 3 cubic Met per minute (85 Vmh) per I (d square foal 19.20 0-1) of odndhtaned floor ares. 2. Paafoorslruetloln test Total Waxege span be less Utas or equal to 4 cubic Iasi per minute (113.3 Lwin) per 100 square Leet 49.29 nal) of condltoned floor ares. N1103.3.5 fR.4013.5) Buildihsp cavities(Mandalory4 Budding framing cavltes shalt 0-t be used as duds or plairwrrhs. N1103oi.3 N1103,3.5 (8403.3.5) Bullding cadNes (Mat9dattery). 13nlldiis� franilir� I:ayitioe shall non be uaod as ducts as plenums. ENERGY COMPLIANCE PROJECT ADDRESS: 2874 TELLER STREET WHEAT RIDGE, CO 80033 ENERGY COMPLIANCE METHOD: PRESCRIPTIVE - US TRADEOFF CLIMATE ZONE: 5B PER TABLE N1107.7 MUNICIPALITY: CITY OF WHEAT RIDGE COUNTY OF JEFFERSON 7hrum Ewndno (ms Graphic Scale: 1 inch = 8 feet R-24 (4") CLOSED -CELL SPRAY -FOAM INSULATION, TYP. R+25 (8") KRAFT -FACED BATT INSULATION. TYP. R-49 TOTAL R-20 IS 1/2") KRAFT -FACED BATT INSULATION, TYP. R-30 (10") KRAFT -FACED BATT INSULATION. TYP. R-19 (6 1/4") VINYL -FACED BLANKET INSULATION, TYP. R-10 (2") EPS UNDERSLAB INSUALTION. TYP. THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. T e � to Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.Com SEAL: DRAWN: C js a ISSUE: FOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: ENERGY COMPLIANCE SHEET #: of vd heat 0) Graphic oc EC1 M M O W 00 W p U r/11--sh _I W = W 0 J W Nva > 41* W00 M Tj i N T e � to Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.Com SEAL: DRAWN: C js a ISSUE: FOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 3 REV1 03/31/21 DATE: C06/24/2020 SHEET TITLE: ENERGY COMPLIANCE SHEET #: of vd heat 0) Graphic oc EC1 %gel plenwn pnnalfatioi � thraugi drywall I.QUV6Rr;D pgOR LTJ bail I Sna+ pill n:kll 10 pemlratlorr - 56211 Qerinielar ul drain pancimlion Beat alectrlcel aid plumdnrl pennL'atm19 and 0etilne16r or oulsido air wnr ation duct II II ELCVUr.1 IA--aTF._yta,irll tI - T•.... .. Chases and common by-passes al br. pl= Utility chase capped and aealed at perimeter - at aro- toasts Al H HAFtnI FR cobs =1L -ER OVATE; HEATER Gaal aloctrical stlumh:ng and nFenelrallolte Ulilily chasn ca copped and o9wed a-, pari u�aWr - at all Iavals V 11 ' .......... — .......... ._...... .. Y�a'a'rra'y"Y+aTY"Y'Ar�3rv'r�v'wwr ���..� �.t. Caulk clactdcalbaws and ixinics in dryvral Seal pmalx7ev» Sed i _ - in Wnarwl watt botlow. I plate - P./ ` lrr` - Scvl HVAC bast perptralmns Showerftub drain rough opening :";aal HVAU panao-aizrrs ;tont AAacjdcal pan"Ika ns tiny ch.nYlrxl hsui insublion and saycd air bancr bcind tub ;raquircdl ' I II 11 II Seal talhlub Bran perct•anon Goal bc-nm Talc ReceSsed IiOht fixture; shoald be rated for nkula-;cn COPtacl and a, tight MAT). Airtigr,- , ae Air: (ht zcn icctio i rrom Cal' j.lnc :cn box Caulk DeCorative cover �!Ga4ket 5" Sirlghl ICGrd'dd •ewssed light ixflia bdrywafl Seal pk nhi'q punch." ;n 3ellhp 16 Goal gap bat•.uoai aaarcal hoz and drywcdl Cawity Insulalirl Attic knee -walls ,ft CRmA and sea+ L7 rough apsning RgldlnauWIon Weather-siripdcor ;'ucamnlradp:il cpering anc; Ynimum R -value threshold equWeld to surrounding wall insulaiicn Pon %M*3d Ifnpugh Q*"pr xwl s6akd All. IxnclRAon EtWil eal panni brrc. remmmend molal oo inlarnr (noi inwWoM cal If IniiU Wunas5adcrwall, air brnrr t6il;mLend hound 1'rm a i ir-scolsd heti e181 be 11:91a110d. 9081 Itj'.b; ti+7 Falb ycnt fans to rniing ck}wll Narrow Nut t my both afe cul torr Caulk Lista'] stocking and m tar bale to provent,Aind-washing if vented, insulww rocifne oequirscj Scaled alae side air lhirrisr frequ Mdf OSB, insulated shsathirtg. etc l3krAng - fit in iaiat cavity, caulked or foamed Two-level attic LhicwdlllUlled Spade Ai r mrri6 r Mjulred, , (rigid In9ulaicn board tecemrrtended) CxIdiliwlcd SFena Air 76.nAr / Lr!nnd slops sf Gmalfa lu huuae dual 1 f Ganlg;: •� (un onclMre(1) f Gurulgc (tncminli�re(0 ftb trinn Air sA?l Gnu* CorAilionsd Space ElIod lg I i I i 1 l , 11 Web lumms diad klarl {racm mend ccvedng xllh igliliun ba riar, ;f regeiredl b'NdRIR7n' fcxlud . usual; Ir>;cl gara_r b ,lcus_ dao' rc Uwirrn ,rid IiaulEl6 ild(I toerl (rcemunand rx:oumg vilh 191nNn t76:T�7r, If mqu mdl Basramen- found .wed) 5landard Truss with lapored insulation depth hnergy Iruse with full height insula (rceommcndcd) Standard r'aTnr and top plate with tapered insulation depth NoircWind wash baffle and M iap-op of rh8sa wdn xnlrl at -ha nor A1.1 Inx.I.i1P Aw'A rlrcl>♦sAc x.^,nil !' hlsWl iir usr:isr J'I kllem- a ail raulax d natk � dam. rear air penrrabb ', •(I �'1,�, msulahm in vada ndica O betlles akar be Ir."W :";aal HVAU panao-aizrrs ;tont AAacjdcal pan"Ika ns tiny ch.nYlrxl hsui insublion and saycd air bancr bcind tub ;raquircdl ' I II 11 II Seal talhlub Bran perct•anon Goal bc-nm Talc ReceSsed IiOht fixture; shoald be rated for nkula-;cn COPtacl and a, tight MAT). Airtigr,- , ae Air: (ht zcn icctio i rrom Cal' j.lnc :cn box Caulk DeCorative cover �!Ga4ket 5" Sirlghl ICGrd'dd •ewssed light ixflia bdrywafl Seal pk nhi'q punch." ;n 3ellhp 16 Goal gap bat•.uoai aaarcal hoz and drywcdl Cawity Insulalirl Attic knee -walls ,ft CRmA and sea+ L7 rough apsning RgldlnauWIon Weather-siripdcor ;'ucamnlradp:il cpering anc; Ynimum R -value threshold equWeld to surrounding wall insulaiicn Pon %M*3d Ifnpugh Q*"pr xwl s6akd All. IxnclRAon EtWil eal panni brrc. remmmend molal oo inlarnr (noi inwWoM cal If IniiU Wunas5adcrwall, air brnrr t6il;mLend hound 1'rm a i ir-scolsd heti e181 be 11:91a110d. 9081 Itj'.b; ti+7 Falb ycnt fans to rniing ck}wll Narrow Nut t my both afe cul torr Caulk Lista'] stocking and m tar bale to provent,Aind-washing if vented, insulww rocifne oequirscj Scaled alae side air lhirrisr frequ Mdf OSB, insulated shsathirtg. etc l3krAng - fit in iaiat cavity, caulked or foamed Two-level attic LhicwdlllUlled Spade Ai r mrri6 r Mjulred, , (rigid In9ulaicn board tecemrrtended) CxIdiliwlcd SFena Air 76.nAr / Lr!nnd slops sf Gmalfa lu huuae dual 1 f Ganlg;: •� (un onclMre(1) f Gurulgc (tncminli�re(0 ftb trinn Air sA?l Gnu* CorAilionsd Space ElIod lg I i I i 1 l , 11 Web lumms diad klarl {racm mend ccvedng xllh igliliun ba riar, ;f regeiredl b'NdRIR7n' fcxlud . usual; Ir>;cl gara_r b ,lcus_ dao' rc Uwirrn ,rid IiaulEl6 ild(I toerl (rcemunand rx:oumg vilh 191nNn t76:T�7r, If mqu mdl Basramen- found .wed) 5landard Truss with lapored insulation depth hnergy Iruse with full height insula (rceommcndcd) Standard r'aTnr and top plate with tapered insulation depth Rafter on raised lop plate with full halght nlsutution (recommended) Window rough opening Use Sacker rsd or sp'my foam (aWropn(de ror'wlndawa; to rill paps bclwcci windziw�zcar and s ,h. Otoenop oiln d-sn nrcitoald of HQU :ern boa+dl Kl ucrl Dilil daT :anlhuard CI rfdf: ;vn bcwdl hlrimurn t -inch depth h7r IneUalbn bBJne Go-Hd da•r (cardhimrd or rgid InO:IIAnr/I f -&ii Wa.'dl Raised by plate /\ Salril acct Wall cross-section Allic �ti x' l '�'• vmliLitim ``- Glue drywall to top and bottom Pi3w (recnrrimrcicdJ Cauk 101M r ata to 6totk;or Aft Caulk nand ioisl to 6wlloor antl Nates Grim drywall m roar phK {reccmrnandedf (tills nuncall to . Ct all pare fnrr_•nunendetfi. Catlk trulklm plate L6 subtim, fodndalion, or silt a �l•`i� � 5111{] "ordalble beadol caulk tnttiar:rc-cn fia.la � 1 II a-1nL'11 F1apltrFAII QW - Ire.ulalim is llnoorfleor h%utainn rsrranerllh's[lacf'sC -P.W be metaled In M walls ammanam r.:AAaca with aubft+or (all Oarrlar sea1e01GLA55I rwglimdatar+yaznrrsld +apornMmDr tiLigo ul ilawlahcvll requred n aswspace Af� seadong DOWN 3r, = 1r -Or, Vfind msl: baflk widdanl fur air-perrreaLfe neulalgr. r3a9 Mrtet ffi i Oefa Jnr [t''.�yy1s H1t1: sone sclacae earn veru tape w cels[ adeno sheathing sear -s Install exterur Water fee�}'.19 harder as par I RG n52 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. NoircWind wash baffle and M ak-potmeabk hnaulanan dam. rear air penrrabb msulahm in vada ndica O betlles akar be Ir."W a4aicant to solFil any caN- vena: A minimum of a 1-nch 00 ai spuo shall Lv prai'rlcd iU NAAwn Ilia nualin m qn^ nn 6p11n dam lair autari ing W;d at IIID (cardhoalrl or Incatim nilfa wnc.Tho FmHla rgid team a_anil ahell emband oor Na top W. tre Insulation Wmar I until n Is at W least 4 Incree orllo%- abode the tDp d ifr ilsulation. fury = wld malangi Ft= aE 0 cardboard or lhln itlaulallag J shrailidrg shall he pirmissiula as T1e bafle. Rafter on raised lop plate with full halght nlsutution (recommended) Window rough opening Use Sacker rsd or sp'my foam (aWropn(de ror'wlndawa; to rill paps bclwcci windziw�zcar and s ,h. Otoenop oiln d-sn nrcitoald of HQU :ern boa+dl Kl ucrl Dilil daT :anlhuard CI rfdf: ;vn bcwdl hlrimurn t -inch depth h7r IneUalbn bBJne Go-Hd da•r (cardhimrd or rgid InO:IIAnr/I f -&ii Wa.'dl Raised by plate /\ Salril acct Wall cross-section Allic �ti x' l '�'• vmliLitim ``- Glue drywall to top and bottom Pi3w (recnrrimrcicdJ Cauk 101M r ata to 6totk;or Aft Caulk nand ioisl to 6wlloor antl Nates Grim drywall m roar phK {reccmrnandedf (tills nuncall to . Ct all pare fnrr_•nunendetfi. Catlk trulklm plate L6 subtim, fodndalion, or silt a �l•`i� � 5111{] "ordalble beadol caulk tnttiar:rc-cn fia.la � 1 II a-1nL'11 F1apltrFAII QW - Ire.ulalim is llnoorfleor h%utainn rsrranerllh's[lacf'sC -P.W be metaled In M walls ammanam r.:AAaca with aubft+or (all Oarrlar sea1e01GLA55I rwglimdatar+yaznrrsld +apornMmDr tiLigo ul ilawlahcvll requred n aswspace Af� seadong DOWN 3r, = 1r -Or, Vfind msl: baflk widdanl fur air-perrreaLfe neulalgr. r3a9 Mrtet ffi i Oefa Jnr [t''.�yy1s H1t1: sone sclacae earn veru tape w cels[ adeno sheathing sear -s Install exterur Water fee�}'.19 harder as par I RG n52 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � ([i Q ■ —� O U VCU i to 0 U ([i N U ([i 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: ISSUE: FOR CONSTRUCTION REVISION: 12 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CAIR SEALING DETAILS SHEET #: of W beet eG��� roc di�y pt•I M O iU 00 iU p U r/� _I W = iU 0 J W iU W00 M i 0 N e � ([i Q ■ —� O U VCU i to 0 U ([i N U ([i 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: ISSUE: FOR CONSTRUCTION REVISION: 12 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CAIR SEALING DETAILS SHEET #: of W beet eG��� roc di�y pt•I 7' of 25x1 14x10" to main flo SR -320,3",2 CFM,Reg:10x4 Basement Low,$",159 CFM,Grille:10xi0 SR -390,3",4 CFM,Reg:10x4 SR -310,6",50 CFM,Reg:10x4 LJ UOUES = LJVLJ EC LJ 1 LOW ENERGY CONSUMPTION BUILDING DESIGN EQUIPMENT LOCATIONS, AND LOCAL BUILDING CODE REQUIREMENTS MAY HINDER CUSTOMER COMFORT PREFERENCES. CONTINUOUS BLOWER OPERATION MAY BE REQUIRED TO EQUALIZE TEMPERATURE DIFFERENCES. CALCULATIONS INDICATE THAT THE PROVIDED RETURN AIR VENTS ARE SUFFICIENT; HOWEVER PROVIDE ADDITIONAL RETURN AIR AS DICTATED BY PERFORMANCE REQUIREMENTS. 2 ALL CLOSED ROOMS WITH NO RETURN TO HAVE TRANSFER GRILLE OR JUMPER DUCT. 3 ACTUAL THERMOSTAT LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR. 4 ALL DUCT IN UNCONDITIONED SPACE INSULATED WITH R8. 5 BAROMETRIC RELIEF DAMPER MAY BE NECESSARY. 6 PER IECC, SECTION R303.3 MAINTENANCE INFORMATION. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTATIVE MAINTENANCE. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. PLEASE NOTE THIS IN THE PLAN SET AND WHERE IT IS TO BE LOCATED. SR -330,3",17 C.FM,Reg:1Ux4 00000 = 0000 Z PER IECC, R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 8 PER R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. 9 PER R403.5 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. All duct in unconditioned space insulated with fib SR -3$0,4",24 CFM,Reg:10x4 SR -100,6",51 CFM,Reg:10x4 All closed rooms with no return to have transfer grille or jumper duct Designer recommends using vanes in all duct fittings 1FM,Reg:10x4 Zone 1 Zone 2 Barometric Pressure Relief Damper May Be Necessary Low energy consumption criteria, building design equipment locations, and local building code requirements may hinder customer comfort preferences. Continuous blower operation may be required to equalize temperature differences. Calculations indicate that the provided return air vents are sufficient; However provide additional return air as dictated by performance requirements. Designer recommends builder offer zoning and/or dual furnace options on a I I houses with 2 above grade floors or more. Calculations and design may indicate 2nd floor loads are met with no zoning, however in certain cases field operation may demonstrate 2nd floor zoning is needed to equalize temperature differences. THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: CmM Spam mach Han I BSMT MECH PLAN 1/8" = 1'-0" Graphic Scale: 1 inch = 4 feet of `N heat L `'I CD R/ SHEET #: M 0 Cl) Cl) 0 W 00 W 0 U ''CC V / LL = W 0 J W ! F- 11* W W r*. - 2 N e cu Q ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: CmM Spam mach Han I BSMT MECH PLAN 1/8" = 1'-0" Graphic Scale: 1 inch = 4 feet of `N heat L `'I CD R/ SHEET #: M 0 ■ LJ U 0 U E S = LJ V LJ E C LJ LJ 1 LOW ENERGY CONSUMPTION BUILDING DESIGN EQUIPMENT LOCATIONS, AND LOCAL BUILDING CODE REQUIREMENTS MAY HINDER CUSTOMER COMFORT PREFERENCES. CONTINUOUS BLOWER OPERATION MAY BE REQUIRED TO EQUALIZE TEMPERATURE DIFFERENCES. CALCULATIONS INDICATE THAT THE PROVIDED RETURN AIR VENTS ARE SUFFICIENT; HOWEVER PROVIDE ADDITIONAL RETURN AIR AS DICTATED BY PERFORMANCE REQUIREMENTS. 2 ALL CLOSED ROOMS WITH NO RETURN TO HAVE TRANSFER GRILLE OR JUMPER DUCT. 3 ACTUAL THERMOSTAT LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR. 4 ALL DUCT IN UNCONDITIONED SPACE INSULATED WITH R8. 5 BAROMETRIC RELIEF DAMPER MAY BE NECESSARY. 6 PER IECC, SECTION R303.3 MAINTENANCE INFORMATION. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTATIVE MAINTENANCE. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. PLEASE NOTE THIS IN THE PLAN SET AND WHERE IT IS TO BE LOCATED. SR -370,6",80 CFM,Reg:10x4 SR -360,6",80 CFM,Reg:10x4 Foyer 2 High,7",100 CFM,Griile:12xF Foyer 3 High,7",100 CFM,Gri11e:12x6 (Can be replaced with 1-30x6" grille) SR -300,6",76 CFM,Reg:10x4 SR -120,7",111 CFM,Reg:10x4 SR -130,3",8 CFM,Reg:10x4-- -- - Office 1 High,7",101 CFM,Grille:12x6 Office 2 High,7",102 CFM,Gri11e:12x6- (Can be replaced with 1-30x6" grille) 0 LJ UOTES = LJVL EC LJ Z PER IECC, R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 8 PER R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. 9 PER R403.5 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. SR -110,7",111 CFM,Reg:10x4 All duct In unconditioned space insulated with Ra Low,14x10",627 CFM :FM,Reg:10x4 ............... SR -170,6",76 CFM,Reg:10x4 ................. .....SR -360,6",76 CFM,Reg:10x4 SR -160,6",76 CFM, Reg:1Ox4 SR -340,6",76 CFM,Reg:10x4 SR -150,6",76 CFM,Reg:10x4 SR -140,6",76 CFM,Reg:10x4 Foyer 1 High,7",100 CFM,Gri11e:12x6 All closed rooms with no return to have transfer grille or jumper duct 1 st Mechanical Plan 1/8" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e cu Q o U VCU i N 0 U N cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: C1ST MECH PLAN SHEET #: of `N heat OD aC Cl) Cl) 0 W 00 W 0 U ''CC V / LU = W 0 J W ;LU W � 2 N e cu Q o U VCU i N 0 U N cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: C1ST MECH PLAN SHEET #: of `N heat OD aC Hall 1 High,7",78 CFM,Grille:12x6 Hall 2 High,7",78 CFM,Grille:12x6`, {Can be replaced with 1-30x6" grille} SR -200,4",16 CFM,Reg:10x4 SR -220,8",88 CFM,Reg:10x6 Master 1 High,?",94 CFM,Grille:12x6.- Master 2 High,7",94 CFM,Grille:12x6., (Can be replaced with 1-30x6" grille) SR -260,6",77 CFM,Reg:10x4.... SR -250,61',77 CFM,Reg:10x4 LJ UOUES = LJVLJ EC LJ . 1 LOW ENERGY CONSUMPTION BUILDING DESIGN EQUIPMENT LOCATIONS, AND LOCAL BUILDING CODE REQUIREMENTS MAY HINDER CUSTOMER COMFORT PREFERENCES. CONTINUOUS BLOWER OPERATION MAY BE REQUIRED TO EQUALIZE TEMPERATURE DIFFERENCES. CALCULATIONS INDICATE THAT THE PROVIDED RETURN AIR VENTS ARE SUFFICIENT; HOWEVER PROVIDE ADDITIONAL RETURN AIR AS DICTATED BY PERFORMANCE REQUIREMENTS. 2 ALL CLOSED ROOMS WITH NO RETURN TO HAVE TRANSFER GRILLE OR JUMPER DUCT. 3 ACTUAL THERMOSTAT LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR. 4 ALL DUCT IN UNCONDITIONED SPACE INSULATED WITH R8. 5 BAROMETRIC RELIEF DAMPER MAY BE NECESSARY. 6 PER IECC, SECTION R303.3 MAINTENANCE INFORMATION. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTATIVE MAINTENANCE. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. PLEASE NOTE THIS IN THE PLAN SET AND WHERE IT IS TO BE LOCATED. SR -210,4",20 CFM,Reg: 10x4 00000 = 0000 Z PER IECC, R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 8 PER R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. 9 PER R403.5 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. SR -240,7",100 CFM,Reg:10x4 SR -270,5",28 CFM,Reg:10x4 SR -280,3",5 CFM,Reg:1Ux4 All closed rooms with no return to have transfer grille or jumper duct SR -290,4",23 CFM,Reg:10x4 All duct In unconditioned space insulated with R8 -Sed 1 High,7",100 CFM,Grille:12x6 -Bed 2 High,7",109 CFM,Grille:12x6 SR -230,7",109 CFM,Reg:10x4 THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e cu Q ■ -� U VCU i N 0 U N cu N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: 2nd machafloocM Han I 2ND MECH PLAN 1/8" = V-0" Graphic Scale: 1 inch = 4 feet SHEET #: of `N heat OD aC 1% Cl) Cl) 0 W 00 W 0 U ''CC V / IJJ = W 0 J W ! F- Q 11* W W r*. - 2 N e cu Q ■ -� U VCU i N 0 U N cu N U (6 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 4 Rev1b 04/12/21 DATE: C06/24/2020 SHEET TITLE: 2nd machafloocM Han I 2ND MECH PLAN 1/8" = V-0" Graphic Scale: 1 inch = 4 feet SHEET #: of `N heat OD aC 1% lm►kd 3" A /I / I LAUNDRYI Ilk' A TRAP / J WASHERI TRAP I SINK I TUBI WC / I / I LAV I / I LAV LAV II ITUB SHOW WC I 3" /I I I I IE 2" ABS KITCHEN SINK DISHWASHER 2" ABS 3,. I I 3„ I A I /I I / I 11/2" / I I PROVIDE CLEANOUT v LAV WC SHOW BASEMENT FIXTURES TO SEWER PROVIDE BACKWATER VALVE EIrall ing Iso. - Waste/Vent 6" = 1,_0" o P L U LJ V LJ FIXTURE D � LJ U �iil F� U UU�J LN FU Fixture Count FU Total CLOTHES WASHER 1.4 1 1.4 DISHWASHER 1.4 1 1.4 HOSE BIB 1/2" 2.5 2 5 KITCHEN SINK 1.4 1 1.4 LAVATORY 0.7 4 2.8 UTILITY SINK 1.4 1 1.4 WATER CLOSET 2.2 3 6.6 3" 91 WC SHOW WASH KITCHEN dd DISHWASHER m Plumhinca Ian_ - Hnt/NMRrdi 6., = 1'-0., Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � 03 a ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CPLUMBING ISO'S SHEET #: of `N heat CD oc P 1 Cl) Cl) 0 W 00 W 0 CCU LLI =wo J W ! F- Q 11* W LJJ = G~ 0 N e � 03 a ■ -� U 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C j ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CPLUMBING ISO'S SHEET #: of `N heat CD oc P 1 O ■ = 000 0000000 ONEW GAS METER. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO ROUGH -IN. COORDINATE WITH LOCAL UTILITY COMPANY. OTRANSITION THROUGH FOUNDATION WALL MUST BE ABOVE GRADE PER IFGC 404.6. OUSE COMMON FITTINGS FACTOR = 1.5 - EQUIVALENT PIPE LENGTH IN TABLE _ PIPE LENGTH . 50% 1-1/2" 2"G 000 MPHS 00000 = _ 1 TOTAL LENGTH INCLUDING VERTICAL IS APPROXIMATELY 99 L.F. (TOTAL CONNECTED LOAD OF 605 MBH.) 2 NEW GAS PIPING SIZED PER IFGC TABLE 402.4(2). 3 PROVIDE SHUT-OFF VALVES AND DIRT LEGS AT EACH GAS CONNECTION. 4 PROVIDE CODE APPROVED GAS PIPING SUPPORTS PER IFGC SECTION 407. WOODEN BLOCK SUPPORTS ARE NOT ALLOWED. 5 FIELD VERIFY EXISTING CONDITIONS AND APPLIANCE RATINGS PRIOR TO ROUGH -IN. 6 ALL INTERIOR ABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 BLACK PIPE WITH 150 PSI O.W.G. BLACK BANDED MALLEABLE IRON SCREWED FITTINGS. 7 GAS FIREPLACES MUST BE PROVIDED WITH A READILY ACCESSIBLE SHUT-OFF VALVE WITHIN 6' OF THE APPLIANCE AND PROVIDED WITH ADEQUATE OUTSIDE COMBUSTION AIR DIRECT TO THE FIREBOX (OR DIRECT VENT) WHICH IS THEN FITTED WITH GASKETED DOORS. [SECTIONS 304.6, 409.5, IFGC AND 402.3, IECCI 8 1MBH = 1,000 BTU/H 9 824 BTU/H = 1 CUBIC FOOT OF GAS PER HOUR (WHEAT RIDGE, CO). GARAGE HEATER 60 MBH 5 FITTING FACTOR: 611.51=99' FIRE PIT 100 MBH GAS PIPING ISOMETRIC 3/16" = V-0" Graphic Scale: 1 inch = 4 feet of `N heat CD THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e cu Q ■ —� o U VCU i N C U N cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CGAS LINE DIAGRAM SHEET #: P2 Cl) Cl) O W 00 wp U ''CC V/ W = W 0 J W N Q > III* Lu w �= N e cu Q ■ —� o U VCU i N C U N cu (6 N U cu 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(la lucid-studio.com SEAL: DRAWN: C js ISSUE: CFOR CONSTRUCTION REVISION: 1 REVIEW #1 07/09/20 2 REVIEW #2 07/23/20 DATE: C06/24/2020 SHEET TITLE: CGAS LINE DIAGRAM SHEET #: P2 39 I I I I I r. Using concrete Natene ri F Snd camgi.-" waryt (not Inctuded) IIS :Is mr yet aI€ows a-cces to and stns sump p-1.11 se aIkIng o4A of vi! clangefou-3 radar 01SCHARGE PIPING (Not IndUde d) DETNL - SUMP LOD 3" = 1,-0" RADON CONTROL METHODS: The City of Wheat Ridge adopted the 2018 International Residential Code Appendix F effective July 1, 2020. The information provided hereunder is not a complete list of the requirements of 2018 IRC Appendix F. It is intended to be an overview of the basic requirements. Please thoroughly read Appendix F and the City of Wheat Ridge amendments. General Information: Provide the basic radon control system consisting of: A 3 -inch or 4 -inch solid pipe extending from below the floor or sub -slab grade, through the home to a termination above the roof structure. The vent pipe must be fitted with a T -fitting below grade to collect and transport radon gasses to the exterior of the home. The T -fitting must have an extension installed on each end of at least 12 inches in length and the opening must be covered with mesh or filter cloth to prevent closure from gravel or concrete. Any exposed and visible portion of the radon control pipe must be labeled to read "Radon Reduction System" including pipe located in the attic. The vent pipe must be accessible in the attic or on the outside of the building to allow future installation of a radon control vent fan. The vent pipe must terminate at least 12 inches above the roof and a minimum of 10 feet from any window or other opening into conditioned spaces located less than 2 feet below the radon exhaust termination, and at least 10 feet from any opening in an adjoining or adjacent building. All penetrations of the foundation, slab or floor for plumbing, structural columns, heat ducts, radon control pipes, or other similar penetrations must be sealed tight with caulking. All seams, expansion joints and gaps in the concrete or wood floor must also be sealed with caulking. The interior sump pit must be fit with a gasket and sealed even if the sump is not being used to collect radon gases. An electrical circuit must be provided either in the attic or on the roof of the home for future installation of an in-line radon control vent fan. Crawl space or basement areas separated by foundation walls must have separate radon control systems installed. The collection system can be tied to the primary radon control vent pipe or you can run separate pipes. Building crawl spaces with an approved mechanical ventilation system are not required to have a radon control pipe installed within the crawl space provided that any access to the crawl space is sealed and fit with a gasket, and the ground is covered with a continuous layer of 6 mil polyethylene. Typical Installation CTED AND CE *VT.ET ��— ROOF. art, PL-1WP POWER CORD )IS;.HAk;.E P:Pt INO SUALLE.R THAN PVUP OUTLET DOWER CORD GROMME1 2' OR 3" VENT Po-' SEALED BASIN CMER 13pUTGN VALYL CHECK VALVE GAS 1ICW BASIN '.6' DIA, X 12' DEEP MIN, 3/16' DIA, O.EED HOLE hN DISCI-ARCE PIK PLACE PUPPP ON HARD LEVEL SUIRFACE NEVER PLACE DIRECTLY ON C{AY EARTH OR GRAVEL SJRFAGE DETAM - SUMP CTRL NNE EPA IndooralrPLUB I MOISTURE CONTROL 1-1 wmwepa.gov/11ndoorairplus 56AII5A SIAMP COVE12.- IN AREAS WHER2.E RlkAON IS OF CONCERN (SEE SPEC. 2.i) A SEAMED (C;A,SK.ETUD) SLkMP UtD PREVENTS Ti kE REC-BASE OF RAAON (IF PRF.SFNT) FROM Tt-FE SKMP TO 7"U "SEMENT, U M MINIMI.IM SLOPE 1/2 IN./Fr. OVER MIN 2.0 -Fr. � ,SKMP PLkMP TZEMOVAL OF WATER DETML - SUMP PUMP 3/4" = 1'-0" 3/4" = V-0" ArSC"ARC,E 'TO DAyL lC,PfT• Yn AGGREGATE PERAF10312 12" MIN. VEXTENSIONS ON EACH END W/ OPENINGS COVERED W/ FILTER CLOTH Section -Radon Control 1/4" = V-0" Graphic Scale: 1 inch = 4 feet THESE DOCUMENT ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DEC. 1, 1990 AND KNOWN AS THE "ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990." THE PROTECTION INCLUDES BUT IS NOT LIMITED TO, THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK, OR FORMS PRESENTED CAN LEGALLY RESULT IN THE CESSATION OF SUCH CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR RAZED. e � (6 Q ■ -� U VCU i N U N m U ca 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(lD lucid-studio.com SEAL: DRAWN: C js ISSUE: FOR CONSTRUCTION REVISION: 11 REVIEW #1 07/09/20 DATE: C06/24/2020 SHEET TITLE: CRADON CONTROL SHEET #: of `N heat CD oc Cl) O 00 w0 wp CCU LU =Wo J W N F Q W00 2 N e � (6 Q ■ -� U VCU i N U N m U ca 3190 W. 38th Ave. Wheat Ridge, CO. 80033 ph. (303) 901-5143 www.lucid-studio.com info(lD lucid-studio.com SEAL: DRAWN: C js ISSUE: FOR CONSTRUCTION REVISION: 11 REVIEW #1 07/09/20 DATE: C06/24/2020 SHEET TITLE: CRADON CONTROL SHEET #: of `N heat CD oc Best E I neering Solutions and Technologies GEOTECHNICAL ENGINEERING o W hea/R/� PAVEMENT DESIGN STUDY ti 2850-2880 TELLER STREET U m WHEAT RIDGE, COLORADO 80033 0� d"Xin9 000 PROJECT NUMBER 19-1114 JULY 3, 2019 PDATED DECEMBER 23, 2019 PREPARED FOR LUCID STUDIO LLC 7190 W 38TH AVENUE STUDIO B WHEAT RIDGE, COLORADO 80033 Matthew A.Best,P Project Engg ineer Matthew Best Digitally signed by Matthew Best Date: 2019.12.23 12:04:21 -07'00' Locations summit ewny a raaeweoa, eolomao • Peaim 20 • Pnorn: 970.409.9670 • MaalgBestEnaineennaUSA com Mailing: 747 Shericlan Boulavani, Ond M • LanewaW, Cdomtlo 80211• Phone: 303239.970 • ORice(dBestEnaineerinollSAcom 3656-3666 Teller SVert B.E.S.T. Rgxi Numben 19-1114 Table of Contents EXECUTIVESUMMARY.......................................................................................................................................................................3 11 PURPOSE AND SCOPE OF WORK........................................................................................................................................................4 12 PROPOSED CONSTRUCTION...............................................................................................................................................................4 12 SITECONDITIONS..................................................................................................................................................................................4 12 FIELDEXPLORATION...........................................................................................................................................................................4 12 SUBSURFACE CONDITIONS................................................................................................................................................................4 13 FOUNDATION DESIGN RECOMMENDATIONS................................................................................................................................5 ATTACHEDGARAGE FLOOR SLABS .................... ............................................................................................................................. SURFACEDRAINAGE............................................................................................................................................................................8 UNDERDRAMSYSTEM........................................................................................................................................................................9 PAVEMENT THICKNESS DESIGN.......................................................................................................................................................9 CONSTRUCTIONDETAILS................................................................................................................................................................. 11 MAINTENANCE 12 SITE DEMOLITION 12 HOMEOWNER PRECAUTIONS 12 DESIGN AND CONSTRUCTION SUPPORT SERVICES 12 LIMITATIONS 13 TABLE FIGURE 1—LOCATION AND SITE MAP FIGURE 2 — LOCATION OF EXPLORATORY BORING FIGURE 3 —BORING LOG FIGURE 4—LEGEND AND NOTES FIGURE 5— SWELLCONSOLIDATION TESTING (2) Locations Summit Counly 8 Lakawco4, Lok ado • Peg m 0 • PM1ma: 9]6.409.96]6 • MaVgBealEnoloaenmUSA.corn Mailing: 747 Shericlan BoulavaN, Unit 3A • Lakemoc, Woatlo 09311- Phone: 363336.976 • ORiceABai;En imorinoU54.cwn 2660-2680 Tellerslreel B.E.S.T. "il Number: 19-1114 EXECUTIVE SUMMARY Best Engineering Solutions and Technologies, LLC (BEST) completed a geotechnical engineering study for the project located at 2850-2880 Teller Street in Wheat Ridge, Colorado. Design parameters and a discussion of geotechnical engineering considerations related to convection of the proposed residences are included in this report. A summary of the findings includes: 1. Subsurface explorations encountered natural, hard, sandy clay over silty to sandy claystone bedrock. Groundwater was not encountered during excavation of the test boring. Fluctuations of the groundwater may occur seasonally or with precipitation events. 2. Based on the subsurface conditions encountered in the test boring and the nature of the proposed construction, we recommend the proposed structures be founded with spread footings bearing on native soils. Spread footings bearing as recommended should be designed for an allowable bearing pressure of 2,500 pounds per square foot (pat). 3. Using the design resilient modulus (Ma) and the assumed ESALs identified in the report, flexible pavements used for the automobile parking areas should be constructed with a minimum of 5.0 inches of full -depth asphalt. As an alternative to the full -depth asphalt recommendations, a composite section consisting of 3.5 inches of asphalt over 6 inches of aggregate base course may be used for the parking areas. Areas requiring Portland Cement Concrete should be constructed with a minimhun of 6.0 inches of concrete. 4. Interior Boors of the residence will be structurally supported over a crawl space. Soil beneath attached garage slabs should be over -excavated to a minimum depth of 12 inches and replaced with an imported structural fill or a non -expansive, predominantly granular material. Native soils or imported structural fill are suitable for support of exterior Batwork. 5. A representative of our office should observe the construction operations discussed in this report. 6. Keep any exposed soils from excessive drying or wetting during the construction process. 7. More detailed recommendations are made throughout this report. These must be reviewed to assure proper consideration in the design. (3) Locations 5ummtl evenly a Laaevoo 1, eak2tlo - PasM 0 - PM1ma: 9]0.409.96]6- MattrilBeslEnulnaeamUSA.corn Mailing: 747 Sheridan Boulavani, Und 2A - Lakemoc, Coloatlo 80211- Phone: 303.239.970 - ORiceABeslEmineerinoUS4.cwn 3050-3080 Teller street B.E.S.T. Pr iNadi19-1114 PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering study and pavement design study for the project located at 2850-2880 Teller Street in Wheat Ridge, Colorado. The project site is shown on Figure 1. The study was conducted to provide foundation design and support of slabs-on-grade recommendations. A field exploration study consisting of one exploratory boring was conducted to collect information on the subsurface conditions. Samples of the subsoils collected during the field exploration were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths, and allowable pressures for the proposed building foundations. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residences are included in this report. PROPOSED CONSTRUCTION We understand that the proposed construction will consist of the demolition of the existing structure and construction of six single -family homes over crawlspaces with attached and detached garages. Conventional wood frame construction, with column loads expected to be low to moderate and typical of this type of structure, will be used above grade with cast-in-place concrete foundations below grade. Ground Boors will be slab-on-grade. Site development is expected to include sidewalk and landscaped men. Local utilities will generally be underground, except for surface storm runoff and overhead electric. If the loadings, locations, or grading plans for the structures change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field exploration, the property consisted of a single -family residence and adjacent vacant lot. The site is bounded by residential single -family homes. The topography in the am slopes toward the north and east and is at an approximate elevation of 5,460 feet MSL. FIELD EXPLORATION The exploratory boring was drilled on June 18, 2(1 approximately at the location shown on Figure 2 to evaluate the subsurface conditions. The boring was drilled using a truck-mounted rig and was logged by a representative of BEST. Samples of the soils were taken with undisturbed sampling methods and the depth of the boring and samples are shown on the Boring Log, Figure 3 and Legend and Notes, Figure 4. SUBSURFACE CONDITIONS In Borehole 1, natural medium stiff to stiff silty and sandy clay was encountered to a depth of approximately 24 feet. Olive claystone was encountered to the depth explored of 25 feet. The soils encountered were slightly moist to very moist. Groundwater was initially encountered at a depth of 16 feet, and was found at 12 feet when measured 72 hours later. In Borehole 2, natural medium stiff to stiff silty and sandy clay was encountered to the depth explored of 20 feet. The soils encountered were slightly moist to very moist. Groundwater was encountered at the very bottom of the hole at the time of the boring. Fluctuations in the groundwater levels may occur seasonally or with precipitation events. (4) Locations, Saudi county a Lakexmtl, cok2tlo • PasM 0 • Phi 9]0.409.90]0- MatlgrBaslEnalneenmUSh.can Mailing: 747 Sheridan Boulevand, Und 2A - Lalsemoc, Were& 80211- Phone: 303338.970 - ORir¢®BeslEmineerinoU94.a 2869-2869 Teller alreet B.E.S.T. Raged Numbec 19-1114 Samples taken from the exploratory boring were obtained for laboratory testing and inspected by the project engineer. The results of the tests performed on the samples obtained from the test borings are shown on Table 1. Laboratory testing included index property tests; such as moisture content and density, swell/consolidation testing and gradation analysis. The testing was performed on relatively undisturbed drive samples and were in general conformance with recognized test procedures, primarily, ASTM and Colorado Department of Transportation (CDOT). FOUNDATION DESIGN RECOMMENDATIONS The native sails are suitable to support lightly to moderately loaded slab-on-grade construction. Based on the subsoil conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend that the structures be founded with spread footings bearing on native soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1. Footings placed on the native soils should be designed for an allowable soil bearing pressure of 2,500 pounds per square foot (psf). Based on experience it is expected that movement of the footings, designed and constructed as discussed in this section, would be approximately 1.5-inch or less. Differential movements are estimated to be approximately 1/x to''/4 of the total settlement. Most of this settlement will occur during the construction phase. 2. Spread footings placed on native soils should have a minimum footing width of 18 inches for continuous footings and 24 inches for isolated pads. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is required by the City of Wheat Ridge. 4. Continuous foundation walls should be reinforced top and bottom to span local anomalies by assuming an unsupported length of at least 10 feet. 5. A grounding system (Wer Ground) may be installed where the grounding system is contained within the exterior building wall and the concrete foundation wall. This is in place of having a copper ground rod installed adjacent to the foundation wall. 6. The lateral resistance of a spread footing placed on undisturbed native soils or properly compacted granular structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Based on the soil characteristics, the resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.42. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 230 pounds per cubic foot (pcf). The at-rest lateral pressures on the walls can be calculated using and equivalent fluid density of 60 psf per foot of depth. The active lateral earth pressures should use and equivalent fluid density of about 45 psf per foot of depth. These lateral resistance values are working values. 7. All loose or soft soils should be removed, and the footing bearing level placed on native soils or properly compacted structural fill. The disturbed surface of the native soils should be compacted prior to concrete placement 8. Interior backfill should consist of onsite native soils and should be placed in uniform lifts not to exceed 10 inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density (5) Locations: Summit evenly a Lakewood, LOWatlo • PasM 0 • PM1me: 970.409.9671) • MadrdBeslEnolne aingwAxorn Mailing: 747 Sheridan Boulevani, Unit 3A • Lakemoc, edoado WP1I- Phone: 303216.970 • ORiceallaslEmineeringl154.cwn 2650-3680 Teller Sheds B.E.S.T. Raged Number: 19-1114 and within 2 percentage points of the optimum moisture content. Interior backfill should extend laterally beyond the edges of the footings at a distance at least equal to the depth of the fill below the footing subgrade. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft subgrade soils should be removed prior to fill placement. The backfill material should be free of snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. 9. Exterior backfill may consist of the onsite native soils or imported structural fill and should be properly placed and compacted to reduce the risk of settlement and distress. Onsite backfill material placed on the exterior of the structure should be placed and compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 10. Backfill in pavement and walkway areas should also be compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures may be used to prevent excessive lateral pressures from exceeding the design values. 11. Backfill in landscaped areas may consist of native onsite soils or imported structural fill. It should be placed in uniform lifts and compacted to at least 90% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 12. Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building, pavement, etc.). 13. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures, such as adjacent footings, traffic, construction materials, and equipment. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain system should be provided to prevent hydrostatic pressure buildup behind the walls. The lateral resistance values identified above assume drained conditions behind the walls and a horizontal backfill surface. Refer to the Underdmin System section for further information. Minor cracking of concrete foundation walls should be expected. 14. Based on our experience, we recommend all concrete exposed to the onsite materials meet the cement requirements for Class 2 exposure of sulfate attack on concrete as presented in ACI 201. Alternatively, the concrete could meet the CDOT requirements for Class 2 exposure as presented in Section 601.04 of the CDOT Standard Specifications for Road and Bridge Construction (2011). 15. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered within excavations on the site. Pumping from sumps may be utilized to control water within excavations, if necessary. BEST is available to provide further dewatering recommendations if this issue arises. 16. A BEST representative should observe all footing excavations prior to concrete placement to evaluate bearing conditions. CRAWLSPACE The owner should be aware that crawlspace areas are typically subject to air quality issues and should be constructed to provide proper ventilation and moisture management. Structural wood floor members over crawlspaces and concrete walls should be treated to reduce or eliminate the propensity for mold or mildew to (6) Locations Summtl evenly a Lakexro4, eok2tlo • PasM 0 • PM1ma: 9]0.409.96]6 • MaalgBealEnolnaenmUSA.can Mailing: 747 Sheridan Boul"ani, Und 2A • Lakemoc, Woatlo 80211• Phone: 303339.970 • ORire®BaslEmineerinoUS4.cwn 365a -36W Teller Slael B.E.S.T. "g Numben 19-1114 form. The recommended clearance between floor members and the ground surface should meet applicable codes. Further, it is recommended that a four (4) mil thick impermeable plastic sheet be placed over the ground surface to reduce moisture migration into the crawlspace area. The sheet should be secured to the interior of foundation walls. There should be a minimum 1 -foot of side lap between sheets and a minimum 2 -feet of end lap. Ventilation and air quality control recommendations are beyond the scope of this report, a consultant specializing in such issues should be contacted to provide further recommendations. BEST is capable of providing these services. The crawlspace ground surface should be sloped to the perimeter drain system and be free of depressions or divots that could allow water to pond. Trenching within the crawlspace area is not recommended, apart from trenching for interior drain or sump installation. Prior to the placement of the plastic sheeting, the crawlspace should be free of standing and ponding water, overly moist soils, snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. Isolated slab -on -grade pads may be used for utility appliances (hot water heater, furnace, water treatment appliances, etc.). This system is appropriate provided flexible and collapsible connections are used and provide allowance for up to 3 -inches of differential movement between floor/slab mounted appliances and fixed pipes or ducts attached to structural elements of the building. Through -wall penetrations should be over -sized for water, sewer, electrical connection, and any other forms of penetration to allow for movement In addition, all plumbing and sewer lines should be isolated from the ground surface or foundation walls by at least 3 -inches. ATTACHED GARAGE FLOOR SLABS The interior area of the garage slab should be over -excavated to a minimum depth of 12 inches beneath the slab and replaced with an imported structural fill or a non -expansive, predominantly granular material. The geotechnical engineer should evaluate the suitability of fill materials prior to placement. Interior backfill should be properly compacted and moisture treated and placed in accordance with the recommendations outlined above. To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints, which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 1.5 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. Slab performance is greatly dependent on the amount of moisture introduced to the underlying soils which could result in excessive movement, causing uneven slabs and cracking. Proper surface goading and foundation drain installation will help to reduce water infiltration in the sub -slab soils. Recommendations within the Surface Drainage and the Underdoain System sections below, should be followed. Recommendations provided in this section are meant to reduce the possible distress caused by slab movement but will not completely eliminate risk. A stmctmally supported floor system should be used if the owner cannot toleoate potential movement. (T) Locations Summit evenly a Lanewco4, eok2tlo • Psern 0 • PM1ma: 970AW.9670 • MatlitBealEnalneennowAxon Mailing: 747 Sheridan Boul"aN, Unit 3A • Lakewood, Woado WPtt• Phone: 303218.970 • ORir¢®BasEmineeringl154.cwn 2M-2M Teller slreel B.E.S.T. Rgxi Numhen 19-1114 DETACHED GARAGE FLOOR SLABS Since the detached garage will be a stand-alone structure, we recommend a thickened edge slab founded on at least 12 inches of over-excavated and replaced soils. The interior area of the garage should be over-excavated to a minimum depth of 12 inches beneath the lowest bearing elevation of the slab and replaced with an imported structural fill or non-expansive predominantly granular material. Interior backfill should extend laterally at least 12 inches beyond the extents of the slab in all directions and should be placed in accordance with the recommendations outlined above. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft subgrade soils should be removed prior to fill placement The backfill material should be free of snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. The thickened edge slab may be 18 inches below grade and six inches above grade. Interior ribs may be used to provide additional strengthistiffness to the slab as needed. If the slope of the ground precludes the use of a thickened edge slab, we recommend a footing and stem wall placed in accordance with the recommendations above. To reduce the effects of differential movement, garage columns should be founded on isolated pads with minimum widths of 24 inches and should extend at least 18 inches below grade. Pads should be separated from the slab with expansion joints, to allow unrestrained vertical movement. Wallboards, stairways and door frames testing on Floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the upper structure. Slip joints which will allow at least 1.5 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. SEISMIC CONSIDERATIONS This area of Wheat Ridge is located in Seismic Design Category `B". The soil at the foundation level has a very dense soil profile. The average soil profile in the top one-hundred feet provides an overall "stiff soil" profile, which provides a Site Class of "D". Based on the subsurface profile, site seismicity, and the anticipated ground conditions; liquefaction is not a design consideration. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the slab-on-grade during construction and after the construction has been completed. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the excavation and underslab areas should be avoided during construction. 2. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first l0 feet in paved areas. Free-draining wall backfill should be capped with approximately 2 feet of the onsite finer graded soils to facilitate surface drainage. Site drainage beyond the l0-foot zone should be designed to promote runoff and reduce infiltration. These (8) Locations 5ummtl cwnly a Lanexco4, Casson • PasM 0 • PM1ma: 9]0.409.96]6- MaaasBealinelnee nswAxon Mailing 747 Sheridan Boulevard, wd2A-1-akewaW, Cone E0211-Phone:303339.9]0. ORiceABaslEmineeringl194.cwn 2650-3680 Teller Saw B.E.S.T. Rgasl Number 19-1114 slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. 3. Xerlscaping should be considered with limited irrigation within 4 feet of the foundation walls. Roof downspouts and drains should discharge well beyond the limits of all backfill and onto splash blacks. UNDERDRAIN SYSTEM The crawlspace level should be protected from wetting and hydrostatic pressure buildup by an interior underdmin system. In addition, any interior slabs-on grade should be protected with a plastic barrier. It is recommended that an impermeable plastic sheet be placed beneath the floor slab to reduce moisture migration through the concrete slab. The sheet should be secured to the interior of the foundation walls. The should be a minimum one-foot side lap and at least two feet of end lap. The underdrain system should consist of a layer of free-draining granular material with a drain pipe connected to a sump pit with a drain pipe to the exterior of the residence. The gravel layer should be encased in a non- woven geotextile fabric. The free-draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve, less than 30% passing the No. 4 sieve and have a maximum size of 2 inches. The drains should consist of flexible or rigid drain pipe placed in the bottom of a trench and surrounded above the invert level with free-draining granular material. The free-draining gravel should extend up to the top of the footing. The drain lines should be placed at least 12 inches below the floor level and graded to sumps at a minimum slope of 0.5%. The granular underdrain system should be sloped to a sump where water can be removed by pumping. Sprayed on water-proofing should be used on the exterior of the foundation to prevent infiltration of water. The geotechnical engineer should observe the underdmin and/or dampproofing prim to backfill placement. Any slab-on-grade construction precludes the need for an underdrain system. It is recommended that an impermeable plastic sheet be placed beneath the floor slab to reduce moisture migration through the concrete slab. The sheet should be secured to the interior of the foundation walls. There should be a minimum one-foot side lap and at least two feet of end lap. PAVEMENT THICKNESS DESIGN The following pavement design criteria meets the City of Wheat Ridge pavement design guidelines. The pavement design provided here is based on the minimum required pavement thicknesses as shown on the standard Construction Details for Local Residential Streets with Parking. If the recommendations provided below are followed, the proposed pavement sections should provide acceptable performance for the property. A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loadings. Soils are represented for pavement design purposes by means of a resilient modulus (MR) for flexible pavements and a modulus of subgrade reaction (k) for rigid pavements. Both values are empirically related to strength. HOT MIX ASPHALT (HMA) 1. Subgrade Materials — Based on the results of the field exploration and laboratory test data, the pavement subgrade materials at the site classify as A-6, in accordance with the American Association of State Highway and Transportation Officials (AASHTO) classification system. Soils classifying as A-6 would generally be considered to provide adequate subgrade support. (9) Locations, Sunni evenly a Lakexrotl, eok2tlo • PasM 0 • PM1ma: 9]6.409.96]6 • Maag6agEnalnea iasis can Mailing: 747 Sheridan SaulavaN, Und 2A • Lakemoc, Were& 81211 - Phone: 303338.976 • ORr¢®6asingineerinoU54.a 3050-3666 Teller tersest B.E.S.T. Rgact Numben 19-1114 The R-value of the onsite material (estimated to be l0) was converted to resilient modulus (MR) with a value of 3,563 psi, using CDOT and AASHTO methods for conversion. Based on this, we have selected an MR of 3,563 psi for pavement thickness design calculations. 2. Design Traffic — It appears that daily traffic at the site will be generally limited to automobiles that will utilize the facility along with delivery and trash trucks on a routine basis. At the time of the report, traffic data was not available. Therefore, we have estimated traffic usage based on similar facilities. We have assumed an 18-kip equivalent single axle loading (ESAL) of 58,400 for areas restricted to residential streets. If the assumptions indicated above appear to be different than actual traffic values for the site, we should be notified to reevaluate the pavement thickness requirements. 3. Pavement Sections — The pavement sections were calculated using the 1993 AASHTO pavement design procedures. For flexible pavement design, an initial serviceability of 4.5 and 2.0, respectively, were selected with a reliability of 70 percent. If otter design parameters are preferred, we should be contacted in order to reevaluate the recommendations presented in this report. Jefferson County minimum requirements for private streets, drives and fire lanes require the following sections. Private drives, fire lanes, and parking should be paved with a minimum of 5.0 inches of full-depth asphalt. As an alternative to the full-depth asphalt recommendations, a composite section consisting of 4.0 inches of asphalt over 6.0 inches of aggregate base course may be used for the parking areas. Truck loading areas, dumpster pads, and other areas where truck turning movements are concentrated should be paved with a minimum of 6 inches of Portland cement concrete. All concrete pavement areas on the site should contain sawed or formed joints to Y4 of the depth of the slab at a maximum distance of 12 feet on center. 4. Pavement Material Recommendations — The asphalt mix should meet the latest requirements of the CDOT Standard Specifications for Road and Bridge Construction. The asphalt placed for the project should be designed in accordance with the SuperPave gyratory mix design method. The mix should meet Grading S or SX requirements. A Superlative gyratory design revolution (NDES) of 75 should be used in the design process. A PG 64-22 asphalt binder should be used for the mix. 5. Subgmde Preparation — The pavement subgrade should be scarified to a depth of 12 inches, adjusted to a moisture content within 2 percentage points of the optimum moisture content and recompacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698). Subgrade should not contain organic matter or other deleterious substances. The pavement subgrade should be proof-rolled with a heavily loaded pneumatic-tired vehicle of a heavy, smooth drum compactor. Pavement design procedures assume a stable subgrade. Areas that deform excessively under a heavy wheel load are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. The contractor should be aware that the clay soils, including onsite and imported materials, may become somewhat unstable and deform under wheel loads if placed near the upper end of the moisture range. 6. Paving should only be performed when subgrade temperatures are above 40° F and air temperature is at least 40° F and rising. 7. HMA should not be placed at a temperature lower than 245° F for mixes containing PG 64-22 asphalt, and 290° F for mixes containing polymer modified asphalt. The breakdown compaction should be completed before the mixture temperature drops 20° F. 8. The maximum compacted lift should be 3.0 inches and joints should be staggered. No joints should be placed within wheel paths. [10) Locations : 5ummtl Cwnly a Lake ,LOWatlo-PasM0-Phan:970AW.9670- MategBestEnoloeetlmUSA.can Mailing: 747 Sheridan Boulevard, Und M - Lakemoc, Woatlo 80311- Phoor 303339.970 - ORimnBeslEmineerinoUS4.cwn 2M-2666 Teller street B.E.S.T. "act annual: 19-1114 9. HMA should be compacted to between 92 and 96 percent of Maximum theoretical Density, The surface shall be sealed with a finish roller prior to the mix cooling to 185° F. 10. Placement and compaction of HMA should be observed and tested by a representative of am firm. Placement should not commence until the subgrade is properly prepare, tested and proof -rolled. 11. Drainage — The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of the pavement structure. Drainage design should provide for the removal of water from paved areas and prevent the wetting of the subgrade soils. PORTLAND CEMENT CONCRETE (PCC) 1. Portland cement concrete should have a minimum compressive strength of 4,500 psi at 28 days and a minimum modulus of rupture (flexural strength) of 650 psi. A COOT approved Class P mix design is also acceptable. A job mix design is recommended and periodic checks on the jab site should be made to verify compliance with specifications. 2. Portland cement should be Type II 'low alkali" and should conform to ASTM C 150. Portland cement should conform to ASTM C 150. 3. Portland cement concrete should not be placed when the subgrade or air temperature is below 40' F. 4. Free water should not be finished into the concrete surface and finishers should not use a steel trowel on the surface. Atomizing nozzle pregame sprayers for applying finishing compounds are recommended whenever the concrete surface becomes difficult to finish. 5. Curing of the portland cement concrete should be accomplished by the use of a curing compound. The curing compound should be applied in accordance with manufacturer recommendations. 6. Curing procedures should be implemented, as necessary, to protect the pavement against moisture loss, rapid temperature change, freezing, and mechanical injury. 7. Construction joints, including longitudinal joints and transverse joints, should be formed during construction or sawed after the concrete has begun to set, but prior to uncontrolled cracking. 8. All joints should be properly sealed using a rod back-up and approved epoxy sealant. 9. Traffic should not be allowed on the pavement until it has properly cured and achieved at least 80 percent of the design strength, with saw joints already cut. 10. Placement of Portland cement concrete should be observed and tested by a representative of our firm. Placement should not commence until the subgrade is properly prepared and tested. CONSTRUCTION DETAILS The design of a pavement system is as much a function of the quality of the paving materials and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength coefficients used in the flexible pavement design calculations. These strength coefficients were developed through research and experience to simulate expected material of good quality, as explained herein. During construction careful attention should be paid to the following details: [111 Locations 5ummtl Cwnly a Lakewro4, Lok2tlo - PasM 0 - PM1me: 970AW.9670- MaaaiBeeEnolneemoUSA.corn Mailing: 747 Sheridan BoulevauJ, Ju M - Lakemoc, Woado &6211- Phone: 303.236.976 - ORr¢®BeslEmineerinuM cwt 2M -26s6 Teller sheen B.E.S.T. Proi lNumben 19-1114 • Placement and compaction of trench backfill. • Compaction at curblines and around manholes and water valves. • Excavation of completed pavements for utility construction and repair. • Moisture treating or stabilization of the subgrade to reduce swell potential. Design slopes of the adjacent ground and pavement to rapidly remove water from the pavement surface. MAINTENANCE Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results in accelerated deterioration leading to higher future maintenance costs, and/or repair. SITE DEMOLITION Demolition of the existing buildings should include the removal of foundation systems and loose backfill found adjacent to the structures. Drilled piers, if encountered, should be truncated a minimum 3 feet below new foundations, slab or pavement construction elevations. All materials derived from the demolition of the structures, exterior f1dwork and pavements should be removed from the site and should not be allowed for use in any on-site fills. Existing utilities and bedding to be abandoned should be completely removed. Existing utilities and bedding may be abandoned in place if they do not interfere with planned development. Utilities which are abandoned in place should be properly pressure -grouted to completely fill the utility HOMEOWNER PRECAUTIONS All new construction has an adjustment period after construction is completed. Exterior and interior observation should be performed on a regular basis. The exterior backfill should be checked for positive drainage away from the foundation. No ponding of water should be observed. Roof downspouts and splash blocks should direct water away from the foundation. The discharge of any sump should be free of blockage and discharge away from the foundation. DESIGN AND CONSTRUCTION SUPPORT SERVICES Please consider retaining BEST to provide the following services: 1. Review of the project plans and specifications for conformance with the recommendations provided in this report. 2. Observation and testing to document that the intent of this report and that the requirements of the plans and specifications are being followed during construction. 3. Identification of possible variations in subsurface conditions from those encountered in this study, so that recommendations can be re-evaluated, if needed. 4. Preparation of a shoting plan, if necessary, for the protection of adjacent structures. BEST is also available to assist the design team in preparing specifications for the geotechnical aspects of the project and performing additional studies if necessary to accommodate possible changes in the proposed construction. [121 Locations 5ummtl county a Lakewood, eok2tlo • Penn 0 • PM1me: 970AW.9670- MaaaiBeMEnoloeedmUSA.Com Mailing: 747 Sheldon Boul"ani, Und 3A - Lakemoct Woado WP11- Phone: 303219.970 - 0Rire®3estEmineerinoUS4.cwn 3650-3666 Teller Slael B.E.S.T. Raged Numben 19-1116 LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for exclusive use by the client for design purposes. Copying of this report or portions of this report without the express written permission of Best Engineering Solutions and Technologies, LLC (BEST), is specifically prohibited. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon data obtained from the exploratory test borings at the locations indicated on Fig. 2, and the proposed construction. This report may not reflect subsurface variations that occur between the explorations. The nature and extent of variations across the site may not become evident until site grading and excavations are performed. If fill, soil, rock or water conditions appear to be different from those described herein, BEST should be advised at once so that a re-evaluation of the recommendations presented in this report can be made. BEST is not responsible for liability associated with interpretation of subsurface data by others. The scope of services for this project does not include any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. In addition, this study does not include determination of the presence, prevention. or possibility of mold or other biological contaminants developing in the future. If the owner is concerned about the potential for such contamination. other studies should be undertaken. Matthew A. Best, P.E. Project Engineer [131 Locations Summit Cwnly a Lakewood, Lok2tlo • PasM 0 • PM1ma: 9]0.409.96]0 • Matl bahatEnolnaenmUSA.corn Mailing: 747 Sheridan Boulavani, Unit 3A • Lakemoc, Coloado 80311• Phone: 303336.970 • 0RiceABai;EmineerinoUS4.cwn B.E.S.T. TABLE 1.1 SUMMARY OF LABORATORY TEST RESULTS PROJECT: 2850-2880 Teller Street PROJECT NO: 19-1114 DATE: December 23, 2019 LOCATION: Denver, CO SOURCE: Field Test Boring / Lab Testing BNo. Depth Sample Type (Noma Nat. Remy (MR Natural Moist. (%1 ATTERBERG LINITIS GRADATION %Swell2nd Consolidation Additional Test Results (Note 3) had Besmiptinn LL PI ao Gravel +No.4 %Sash -No.4 +No. 20 %Fines -No. IN I 1 CA NI u.o 36 13 3 26 72 sandy Cley 1 a CA 119 14.0 59 sww.z% sandy Cldy 1 9 CA 99 225 65 CT -0.61/, Clayey sand 1 14 CA 97 266 59 sandy Clay 2 1 CA 1" 2414 40 22 68 sw-0s% sandy Clay 2 6 CA 109 18.4 56 CT -03% sandy Cley 2 9 CA 9021.0 70 sandy MY 2 14 CA 87 309 54 sandy Cley NOTE 1 -sample Type NOTE 2-SM1eae 541,19rh T,O, NOTE 3- Additioml Ten Resulh 13S1Bag Sample Cl- Unconfined Compression TT-Tr,uxial Ten A3=Aager Sample C2 imauat Compression Pf=Promor Sf=SIMWy Tobe C3=Fxkl I'mm,,elu Ted CAGlifamia Sample C4-Poekeu Value RA-Rvdm reading (VA) RM—Remolded Sample pH — pH of wit I1134Hmd Onve OR— Organs, cmrM of sail APAirmied TABLE: 1 Page 1 of 1 Lineations: Summit County 8 Lehewmd, Cobrado • Psalm 20 • PM1me:70.409.9670 • Man®BrstEmineeril cmm Wiling: 747SEedden Boulevard, Unit 2A•Lakewomd, Cdomdo Mi I- Phone: 303.23RIT10. OffwABestEmnn rinmUSP B.E.S.T. SITE MAP Project Number 19-1114 Locations: Sunni County& Lakewmtl, C kratlo - Plead 20- Pages: 9]0409.96]0- Matl(dBesrEnolneeringi com Mailing: 747 Sheridan Boulevard, Unit 3A - Lakei Cdoatlo 80211- Phone: 303238.970 - ORice(dBestEnaineerinoll3Acom IN got to Scale Figure 1 B.E.S.T. BORING LOCATION LEGEND: B-1—Ind4.ates approximate lwation of exploratory boring Project Number 19-1114 Locations: Sunni County & Lakewmtl, Colorado - Plead 20 - PM1wn: 9]0409.96]0- MatlrdBestEnoineenngi com Mailing: 747 Sheridan BoulevaN, Ond 3H - Lakewood, Cdoatlo 80211- Phone303.238.970 - ORicerdBestEnaineerinoll3Acom Figure 2 APPROXIMATE BORING ELEVATION B1 B2 5461' 5464' 0' 0' /1/121, 14/12, 7 14/12"9/12p,5' 5' 5/12" 4/12" 0 10' 72ms7 V (e) 7/12" 5/12" S' 15' (9) 20' 20' 36/12" 25' 25' 0' 30' 35' 35' BORING LOG Best Lakewood Office:Engineering747Sherfdan SoTlutions«nnotogtend« Blvd, Unit 2A Lakewood, CO 80214 Project Location: DRAWN BY: MKT SCALE: 2850-2880 Teller .Street REVIEWED BY: MAB DATE: De mW 23, 2019 Veniw V-5' HOivn W N/A Denver, Colorado PROJECT NO: 191114 PIGURE:3 . Concrete Driveway Silty sandy clay, moist to very moist brown ® Claysmne, olive toi V Water Level, Time Alter Drilling (0= At Time of Drilling) Disturbed Sample Collected Tf- T Undisturbed Sample Collected X/12" Blow Counts; Number of Blows to Drive the Sampler 12-Inches (ASTM D-1586) ((X)) Depth of Caving Soils NOTES: 1. The samples were collected on June 18, 2019 with a CME 45 truck mounted drill rig and 4" solid flight auger. 2. The modification lines represent the approximate boundary between soil types and the transition may be gradual. 3. The boring log(s) show subsurface conditions at the dates and locations indicated, and it is not warrented that they ate representative of subsurface conditions at other locations or times. 4. Elevations are provided by Google Earth® and are considered approximate. LEGEND & NOTES EP'° Lakewood Office: Enginsering Geotechnical Engineering Study 747Sherfdan Blvd, Unit 2A Solutions and Technologies Lakewood, CO 80214 Project Location: DRAWN BY: MET SCALE: REVIEWED BY: MAB Vertical: N/A 2850-2880 Teller Street DAM: Decamp¢ 23,2019 Horizontal: N/A Denver, Colorado PROJECT NO: 19-1114 FIGURE:4 Swell -Consolidation B1 at 4' 2% 1% 3 N m 0% 6 -, -2% 0.10 1.00 10.00 Load(KSF) Swell -Consolidation B1 at 9' 2% an 3 N m d% 1 1% -2% 0.10 1.00 10.00 Load(KSF) Best Lakewood Office: Swell -Consolidation Tests E Bring 747Shendan Blvd, Unit 2A lntlons and Lakewood, CO 80214 Technologies Project Location: DRAWN BY: MKT SCALE: 2850-2880 Teller Street CHECKED BY: MAB Ver cal: NA Denver, Colorado DATE: December 23,2019 Horimntal: PROJECT NO: 19-1114 RGURE:5a Swell -Consolidation B2 at 1' 2% 1% 3 N m 0% 6 -, -2% 0.10 1.00 10.00 Load(KSF) Swell -Consolidation B2 at 4' 2% 3 N m d% 1 1% -2% 0.10 1.00 10.00 Load(KSF) Best Lakewood Office: Swell -Consolidation Tests E Bring 747Shendan Blvd, Unit 2A lntlons and Lakewood, CO 80214 Technologies Project Location: DRAWN BY: MKT SCALE: 2850-2880 Teller Street CHECKED BY: MAB Ver cal: NA Denver, Colorado DATE: December 23,2019 Horimntal: PROJECT NO: 19-1114 RGURE:5b BOLT ON OR CAST IN PLACE CONCRETE HAUNCH SEE DEAL 115 WE. IF I I 10l l F2 0I pl ARAGE z m T8 I 4" CONCR E SLAB 0 GRADE o m wo W/6x -10/10 M pal I I I al wl I I 1 I I � �l l DEPRESS T.O. SLAB l FOR DOOR OPENING 0 F G I I I I I LOJ I I I I I SEE DETAIL 121 24" S . PAD TYP Z — ' T.0 PON. RICK LEDGE. = ETAIL 113 = / C iCAM'Tif L 2 "FTG SEE DETAIL 131 n STEP T.O. PON STEP B.O. FUN rv4 _ 'm•`12._,. 2. ,.. D.. ,2•-'• m e ,• 07'2- EPRESS _ T.O. FDN L+ m BASEMENT S W/ 4" ONCRETE SLAB ON GRADE 24" SO PAD T.O. FIRST FLOOR= 100'-0" T.O. FOUNDATION= 99•-9�' N T.O. DIST LEDGE= 987-97A" 101 T.O. SLAB= 89•-6" F2 O Y 1 T.b. FOOTING= 89'-Y 18- FTG L �'-4" 20' G S>CSO 48" Sf PADt �S 99'-9 3 r 9 DEEP BEAM POCKET 105 OST SEE DETAIL 1 101 - � -F2 F2 BEAM POCKET L — — I— r — — —4" 14— — — r- JOI T LEDG �m I 101 m SE BETAILF{I33 n w m F2 N omml '� I m xw 99 18" -9 m m� BEAM POCKET �� G SEE DETAIL 131 K 18" FTG •-43i" 15'-]Y4" C n a BEAM Po 02 '-11J�" WINDOW C M 9•-9 3 4' EE DETAIL 131 SEE DETAIL 111 OPENING FOR — - 4' -111¢"x3' -111q' WINDOW eAi LvSEE DETAIL 111 R K PEING FOR t — . . ..,nvao r� � --F S E�DETAIL 111 _ o I o _rT 3 w 13•-0' 20•-0" T 15'-8" Philip Hand �, -8" STS DRAWN BY: JM ISSUE DATE: 1-5-21 I I I I I I I IREVISIONS: to Whaaj 3-31-21 brick ledge v ol, W ��ng ON`s SCALE Y4= 1"-0"" PROJECT # 20-140 VERIFY ALL DIMENSIONS AND F ELEVATIONS PRIOR TO CONSTRUCTION M ALL FOOTINGS 18" WIDE w o BY 10" DEEP UNLESS OTHERWISE NOTED = 0 0 _D U � M M LJ N (� M 3 w 13•-0' 20•-0" T 15'-8" Philip Hand �, -8" STS DRAWN BY: JM ISSUE DATE: 1-5-21 I I I I I I I IREVISIONS: to Whaaj 3-31-21 brick ledge v ol, W ��ng ON`s SCALE Y4= 1"-0"" PROJECT # 20-140 VERIFY ALL DIMENSIONS AND F ELEVATIONS PRIOR TO CONSTRUCTION SLOPE GRADE MIN 6" IN 5' M4 HORIZONTAL 0 12" O.C. #4 VERTICAL 0 12" O.C. 8" #4 DOWEL 0 18" O.C. SLOPE GRADE (2) WSS TOP MIN 6" IN 5' AN BOTTOM SAM ass TOPis FLOOR BEAM PER PIAN SYSTEM PER PLANAN AND BOTTOMCONCRETE 4" POST PER �.�. z 8" WALL SLAB PLAN /4 DOWEL 0 CRAWL SPACE 16" ON CENTER M5's 0 8" O.C. EACH WAY Y4'(E OF VERTS (2) fs a CONTINUOU4'SILLLij WIDTH VARIES, SEE P t• BASEMENT 5"COVER DETAIL 105 ISOLATED COLUMN I EE P Y2„-1,-0,. DETAIL 102 CRAWL SPACE !4" EXPANSION MATERIAINT L (2) X5'S TOP EIAgONC ETE AND BOiTOl� EXPANSION CONCRETE SLAB (2) H4's z CONTINUOUS EE PLA DETAIL 101 FULL BASEMENT Y2 11= I joll SPLICE LENGTH MUST BE MAINTAINED AROUND \I ALL CORNERS 111 J I SLOPE GRADE MM 6" IN 5', TOP OF COUNTERFORT WITHIN 12" OF FINAL GRADE p SPLICE LENGTH MUST BE MAINTAINED AROUND ALL CORNERS (2) #5'S r CONTINUOUS i AROUND �'s" TY COOUNTERFORT 3) ALONG LENGTH OF FOOTING & N4's AT 18" ON CENTER ACROSS WIDTH aI- j•_EENGTH VARIESEE PLA DETAIL 110 COUNTERFORT Y2„_1, 0„ (2) N5'S TOP AND BOTTOM #4 HORIZONTAL 0 12” O.C. (2) g4'3 ABOVE 5 (2) #5'S TOP AND WINDOW OPENING 1 _. BOTTOM OF WALL — (2) b4'S BELOW WINDOW PENING I EXTEND 3 m PAST R (2) A4'S VERTICAL FULL HEIGHT OF WALL DETAIL 111 WINDOW OPENING Ya., -1 1-01. SLOPE GRADE J 115 LLr a (2) #5'S TOP GARAGE 4" CONCRETE SLAB MIN 6" IN 5 Ilul4.-" AND BOTiO JTZ" EXPANSION JOINT 8" WALL p4 DOWEL ® CRAWL SPACE 18" ON CENTER n LIR IEIIIF REFER TO 1 —TSI `Ian SECTIONS F (2) H4's I�r STEEL SPE( CONTINUOUS 8" WALL z IIE MAINTAIN 36" �IIuF,._N"4 DOWEL FROST COVER 18" ON CENTER EE PLA IF FIT 0" PDETAIL 106 a u�u '�GARAGE WALL Yz'"_1,_0„ CONTINUOUSE PLAN DETAIL 107 -Q" NS's TOP AND BOTTOM GARAGE/CRAWL WALL ANY2"=1'-0" DETAIL 118 WALL STEP Ya.. -1 .-0.. o I BASEMENT L hIIt&1Y1"COVER SLOPE GRADE �I"¢ OF VERTS 0 MIN G IN 5' N4 VERTICAL �TT" 0 12" O.C. "WALL I M4 REBAR RING TIE _ TOP & BOTTOM & 24" (3) #4's a A4 HORIZONTAL O.C. 0 12" O.C. 2 Du !4 DOWEL 0 SONO -TUBE (2) N4 DOWEL 18ON CENTER J4' EXPANSI N of (2) N4's MATERIAL 4" CONCRET CONTINUOUS{I SLAB I� T4s ® 12" ON y - - - CENTER EACH WAY TE WIDTH VARIES, SEE PLA j k� OF VERTS BASEMENT "COVER `o #4 VERTICAL 0 12" O.C. Z WALL DETAIL 109b CRAWL/BASEMENT Y2,.-1. 0.. $" EXPANSION JOINT 4" CONCRETE SLAB (1) X4 MAINTAIN d4 DOWEL SPLICE LENGTH 18" ON CE TER MATERIAL N T .: 4 CONCRE E SLAB N I 31'u „ 5 ITL DETAIL 115 HAUNCH Y2„_1, 0„ DETAIL 121 (2) #5'S TOP AND BOTTOM COLUMN W/ PAD Yz„-1,-0.,��rl . � 1)4"COVER A4"rL OF VERTS m THICKEN EDGE OF sue TO 6" MIN Xq VERTICAL 0 18" O.C. ” WALL (2) #5'S TOP 4” SUB AND BOTTOM z SLOPE GADE M4 HORIZONTAL MIN 6" IN 5' _ ® 18" O.C. , l l M4 DOWEL 0 n • 18" ON CENTER IIT J$" EXPANSI N 2 MATERIAL w ( z o ) p4s CONtINUOUS 4 CONCR BE PLAN o Il SL48 p4 DOWEL 0 18" ON CENTER o E_ uE IF L PU (2) N4's qlr NNN111��� CONTINUOUS RE PA DETAIL 109a DETAIL 125 CRAWL/BASEMENT PATIO WALL Y11=1'-0" Y2.._1,_0,. MIN TOP AND CONTINUOUS CORNERS TYP GENERAL SPECIFICATIONS FOUNDATION WALL ON FOOTINGS 1. FOUNDATION M a. FOUNDATION IS B. ACCORDANCE .96H RECOMMENDATIONS CONTAINED M SOILS INVESTIGATION REPORT NUMBER 19-1114, M DATED ]-3-2019,2019, BY: B.E9]96]0. Q wO Is. THE REPORT IS HEREBY REFERENCED AND EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED HEREIN, ALL RECOMMENDATIONS AND > O PRECAUTIONS CONTAINED IN THAT REPORT SHALL BE ADHERED i0 BY THE CONTRACTOR. Q ZE W c. FOUNDATION SHALL BE SUPPORTED BY CONTINUOUS CONCRETE FOOTINGS BEARING ON UNDISTURBED NATURAL SOIL = O JO O • MAXIMUM BEARING CAPACITY: 2,500PEE. U LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE): PCF. ~ M. AN OPEN HOLE INSPECTION PRIOR i0 BERING FOOTING FORMS IS REQUIRED TO VERIFY THE BEARING MATERIAL THIS INSPECTION (n M Dj nI SHALL BE PERFORMED BY THE SOIL ENGINEER. U M e. FOOTING AND WALL STEEL INSPECTIONS ARE REQUIRED. THESE INSPECTIONS SHALL BE PERFORMED BY HENDERSON ENGINEERING 0 ?� O ^ LLC OR THE LOCAL BUILDING AUTHORITY. E FLOOR SYSTEMS SHALL BEM PLACEEACE PRIOR TO BACKFILLING OR ADEQUATE BRACING OR SHORING SHALL BE PROVIDED. 0O O_ g. THE BACKFILL SHALL BE PLACED IN SMALL LIFTS AND COMPACTED ACCORDING TO THE RECOMMENDATIONS THE SOIL REPORT. 0> Q r F. ALL FOUNDATION WALLS SHALL BEA MINIMUM OF 6" ABOVE FINISHED GRADE. GRADE MUST SLOPE AWAY FROM THE FOUNDATION J ^ _ WALLS A MINIMUM OF 6" THE FIRST 5 FEET. I. WALL HEIGHTS VARY. REFER i0 ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF STEP DOWNS. VERIFY ALL STEP DOWNS WITH 3 BUILDER PRIOR TO CONSTRUCTION. j. IF WALL HEIGHTS EXCEED 12', UNFORESEEN CIRCUMSTANCES ARISE OR THE DESIGN SHOWN VARIES GREATLY FROM SITE CONDITIONS, NOTIFYSENGINEERING FOR FURTHER CONSULTATION. k. ALL CONCRETECRETE SHALL BE PLACED CONTINUOUSLY. NO HORIZONTAL COLD JOINTS ARE ALLOWED WITHOUT APPROVAL OF THE ENGINEER. I. A PERIMETER DRAIN SHALL BE INSTALLED PER THE RECOMMENDATIONS FOUND IN THE SOIL INVESTIGATION. RETAINING WALLS SHALL HAVE 2"0 WEEP HOLES SPACED AT 48" O.C. 6" ABOVE LOWER GRADE LME. m. PLATES, SILLS AND SLEEPERS SHALL BE TREATED WOOD ATTACHED WITH )4" DIAMETER X 10" LONG ANCHOR BOLTS (]" EMBED). ANCHORS SHALL BE SPACED ATA 4TION ON CENTER MAXIMUM, 12" FROM ALL CORNERS, WITH A MINIMUM LL 2 BOLTS PER PLATE. n. ALL INTERIOR NON-BEARING PARTITIONS AT THE BASEMENT LEVEL SHALL BE INSTALLEDOIIN AS A FLOATING WALL, UNLESS CONSTRUCTED OVER I STRUCTURAL BOOR INDEPENDENT FROM THE SUBSURFACE. REFER TO SOIL INVESTIGATION OF FURTHER DETAILS. o. ALL DIMENSIONS ON THE STRUCTURAL DRAWING SHALL AT CROSS- CHECKED AGAINST THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE BUILDER, ARCHITECT AND ENGINEER. P. INSTALL VAPOR BARRIER UNDER CRAWL SPACE AREAS. q. THIS FOUNDATION PIAN WAS DRAWN WITH THE DIMENSIONS SHOWN ON THE FOUNDATION PLAN DATED 1-17-2020, BY LUCID STUDIO. 2. CONCRETE AND REINFORCING Q a. CONCRETE, CONCRETE PLACEMENT, REBAR FABRICATION. AND REIMS PLACEMENT SHALL CONFORM TO APPLICABLE PROVISIONS OF J LL G� ACI -318, AND ACI332-08. Q Q b. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. c. ALL EXTERIOR FLATWORK AND GARAGE SLABS SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 28 -DAY MINIMUM Q (n O COMPRESSIVE STRENGTH OF 3500 PSI (� d CEMENT SHALL BE TYPE I. �. e. MAXIMUM SLUMP ALLOWED IS 5". Z FIT f. MECHANICAL VIBRATION IS REQUIRED FOR FOOTINGS AND WALLS. NO LIFTS GREATER THAN 24" ARE ALLOWED. O J W g. ALL CONCRETE SHALL BE PROTECTED FROM FREEZING FOR A MINIMUM OF 36 HOURS. J H. DEFORMED BARS SHALL COMPLY WITH ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. i. CONCRETE COVER FOR REINFORCING Q LLI 0 • CONCRETE CAST AGAINST THE EARTH: 3". Q • CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH: IK". • CONCRETE SLABS: Y4-. Z j. REINFORCING SHALL BE KEPT CLEAN AND FREE OF ALL DIRT, OIL, SCALE AND RUST. FORMS SHOULD BE OILED PRIOR TO PLACEMENT OF REINFORCEMENT STEEL TO PREVENT CONTAMINATION, r Q E. LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. ALL BARS SHALL BE CONTINUOUS AROUND ALL CORNERS AND ALL STEP O 00 W DOWNS, LL N I. ALL OPENINGS IN FOUNDATION WALLS SHALL BE REINFORCED WITH A MINIMUM OF TWO #5's. THIS REINFORCING SHALL EXTEND A > MINIMUM OF 2'-6" BEYOND THE OPENING. m. ALL CONCRETE SLABS SHALL BE ISOLATED FROM THE FOUNDATION WALLS, STEEL COLUMNS AND UTILITY LINES. 3. STRUCTURAL STEEL a. ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, BEAMS TO ASTM A992 (Fy=50 ks1), ROUND POSTS TO ASTM A53 (GRADE B) SQUARE TUBE POSTS ASTM A500 (GRADE B). b. ALL BEAM SPLICES SHALL BE INSTALLED AS LOCATED AND DETAILED ON THE DRAWINGS. MINIMUM BEAM SPLICES SHALL BE §§" PLATE WITH A MINIMUM OF (8) %-0 A325 BOLTS. SPLICES SHALL OCCUR 2'-0" OFF OF PIPE SUPPORT COLUMN LOCATION, UNLESS NOTED OTHERWISE. c ALL BEAMS SHALL BE GROUTED SOLID INTO BEAM POCKETS WITH NON -SHRINK GROUT. J d ALL DEAD END BEAMS (SUICIDE BEAMS) SHALL BE BRACED TO THE FLOOR ABOVE WITH 2x4 KNEE BRACES. e. WHERE BEAMS CROSS EACH OTHER, SOLID STEEL SHIMS SHALL BE INSTALLED AND WELDED BETWEEN THE BEAMS. J E MINIMUM BEARING OF BEAMS IN BEAM POCKETS SHALL BE 3". g. POSTS ARE SPECIFIED WITH NOMINAL DIMENSIONS. (3"0 SCHD. 40=31j" O.D.. 31L"0 SCHD. 40=4" O.D., 4"0 SCHD. 40+410" O.D., 5"0 SCHD. 40=5R -OGD ). h. POST BASE PLATES SHALL BE SIZED AS LISTED BELOW • 300-Y<"X4"X8" 3"04-X02"X8" C7 • 4"0-Y"XS'X10" • 5"0-1"X6"X10" o d C 6"DJUST BLE P i. ALL ADJUSTABLE POSTS SHALL HAVE A MAXIMUM ADJUSTMENT OF 3". AT TIME OF INSTALLATION THE MAXIMUM SCREW EXTENSION ~ M M N MUST BE OR LESS. M CCE j. ALL NON—ADJUSTABLE POSTS SHALL HAVE SOLID STEEL SHIMS INSTALLED BETWEEN THE PLATE AND BEAM AS REQUIRED. p co 0 E k. ALL STEEL COLUMNS SHALL BE WELDED TO THE BEAM BELOW AND ABOVE (AS APPLICABLE) OR ATTACHED TO THE CONCRETE /� �(/ OC O FOOTING WITH A MINIMUM OF (1) )4' DIAMETER EXPANSION ANCHOR. �J J O o L CAST IN PLACE ANCHOR BOLTS SHALL CONFORM TO ASTM A30].\ _ U w 00 E, 4. BASEMENT FLOOR CONSTRUCTION z d c a. BUILDER AND OWNER MUST BE AWARE OF THE RISK OF SLAB ON GRADE CONSTRUCTION (SLAB MAY MOVE AND CRACK), AND HAVEGODCow OPTED FOR SLOB ON GRADE CONSTRUCTION, GIVEN THE INHERIT RISKS OF SLAB ON GRADE CONSTRUCTION.M d b. TO MINIMIZE MOVEMENT AND DAMAGE, ALL RECOMMENDATIONS IN THE SOIL REPORT MUST BE FOLLOWED. > c c HENDERSON ENGINEERING LLC WILL NOT ACCEPT ANY LIABILITY FOR DAMAGE TO ANY PORTION OF THE SLAB ON GRADE, OR ANY FUTURE FINISHED SPACES CONSTRUCTED OVER THE SLAB ON GRADE. W W WI IH ANU SE N SHOULD BE 2" 0"'( ' " (1) #4 CONTINUOUS r r )P SAND [4� LS • i B TTOM IN LL ETAIL 113 BRICK LEDGE BEND INSIDE k5 AROUND POCKET HEIGHT OF POCKET VARIES a FOR BEAM SIZE, OPENING TOP OF WALL GREATER THAN BEAM Si JTOP BARS x48" LONG BEHIND BEND AROUND AS REQUIRED ADD #5 X48" LONG BELOW POCKET BEND AROUND CORNERS AS REQUIRED DETAIL 131 DEEP BEAM POCKET 1121,-0» (1) p4 CONTINUOUS ADD #4 VERTICAL 0 18" MIN 36" LONG (2) #5'S TOP AND BOTTOM STAMP 2%w(L VERTS­ STANDARD DRAWN BY: JM REINFORCING SEE ISSUE DATE: 1-5-21 FULL WALL DETAIL REVISIONS: 3-31-21 brick ledge DETAIL 133 117/" JOIST LEDGE WnedA�'o. U •'' a 9 o� F2 ATTACH SHEATHING TO PLATES W/ 8d NAILS ® 6" O.C. TREATED 2X4 PLATE ANCHOR BOLT A B C E MUST PROJECT THROUGH TOE PLATE UPPER PLATE TO MATCH WALL SIZE WOOD "I" JOIST ATTACH TREATED 2X4 SOLID FLO SLEEPER TO FOUNDATION BETWEEN . WALL EXPANSION BOLT ® 36" O.C. OR (1) X—ZF 47P8SS23 POWDER ACTUATED PIN 0 16" O.C. DETAIL 506 JOIST LEDGE DETAIL 1 "=1'-0" ANCHOR BOLT ATTACH SHEATHING MUST PROJECT TO PLATES W/ Ed THROUGH TOE NAILS 0 6" 0.0. PLATE TREATED PLATE WOOD "I" OAST TO MATCH WALL ABOVE DETAIL 507 JOISTS PARALLEL TO FDN 1 "=1'-0" =1 —0 ATTACH SLEEPER TO STEEL 2x LUMBER SLEEPER BEAM W/ (1) %'"0 CARRIAGE FLUSH W/ EACH EDGE BOLT 0 36" O.C. OR (1) OF BEAM FLANGE SING X—ZF 47P8SS23 POWDER MEMBER MAY BE USED ACTUATED PIN 0 16" 0.0. ON NARRO ER BEAMS WOOD "I" 'OSB SHEATHING JOIST MUST LAP OVER BEAM MIN OF 12" ITS SERIES HANG R To MATCH JOIST sze DETAIL 503a STEEL FLUSH BEAM 1 I$=1'-0" ATTACH SLEEPER TO STEEL BEAM W/ (1) i'Zo CARRIAGE 6" BOLT 0 3 0.0. OR (1) X—ZF 47P8SS23 OR 2x6 LUMBER ACTUATED PIN 0 16' O.C. SLEEP R ALTERNATE SIDES OF WEB WOOD "I" JOIST DETAIL 503b STEEL FLUSH BEAM 1 "=1'-0" • zxb JUI515V • '. 2x8 LEDGER A ACH T FRAME W "0 ANC OR 0 32" O.C. • (2) 2x IA TNG BEAM, POST TO FIN BELOW 6x6 GAAGE I F G ANCHOR BOLT MUST PROJECT THROUGH ATTACH SHEATHING TOE PLATE TO PLATES W/ 8d UPPER PLATE TO NAILS ® 6" O.C. MATCH ALL SIZE N WOOD "I" TREATED PLATE JOIST FLUSH W/ INSIDE 41 OF 12" D.C. �FDN IIW�AALLEE 311�11�11 M � Q U ITS SERIES HANGER O M TO MATCH JOIST SIZE DETAIL 509 JOISTS PERPENDICULAR TO FDN =1 —0 ATTACH SLEEPER TO STEEL 2x LUMBER SLEEPER BEAM W/ (1) %'"0 CARRIAGE FLUSH W/ EACH EDGE BOLT 0 36" O.C. OR (1) OF BEAM FLANGE SING X—ZF 47P8SS23 POWDER MEMBER MAY BE USED ACTUATED PIN 0 16" 0.0. ON NARRO ER BEAMS WOOD "I" 'OSB SHEATHING JOIST MUST LAP OVER BEAM MIN OF 12" ITS SERIES HANG R To MATCH JOIST sze DETAIL 503a STEEL FLUSH BEAM 1 I$=1'-0" ATTACH SLEEPER TO STEEL BEAM W/ (1) i'Zo CARRIAGE 6" BOLT 0 3 0.0. OR (1) X—ZF 47P8SS23 OR 2x6 LUMBER ACTUATED PIN 0 16' O.C. SLEEP R ALTERNATE SIDES OF WEB WOOD "I" JOIST DETAIL 503b STEEL FLUSH BEAM 1 "=1'-0" • zxb JUI515V • '. 2x8 LEDGER A ACH T FRAME W "0 ANC OR 0 32" O.C. • (2) 2x IA TNG BEAM, POST TO FIN BELOW 6x6 GAAGE I F G NAIL JOI TS TO SLEEPER W/ (2) 110d UNITS I � WOOD "I" ATTACH SLEEPER TO STEELJOIST BEAM W/ (1)"0 CARRIAGE 2x6 LUMBER BOLT 0 36" O.C. OR (1) SLEEPER X-ZF 47185523 POWDER ACTUATED PIN 0 16" O.C. ALTERNATE SIDES OF WEB DETAIL 504 STEEL DROP BEAM 1I$=1'-0" STEEL %§ X%2 X33" BASE PLATE 3/16 (4) 3§"m ANCHORS DETAIL 505 STEEL COLUMN 1 "=1'-0" L— — L— A`a — — --J A4"x%%30IL" TOP PLATE SQUASH BLOCK UNDER POINT LOAD ABOVE, TYPICAL 4x4 POST AB444Z BASE — BC4 CAP TVP A ABA44Z BASF DIRECTLY FROM BEAM TO FDN � N r qrto 2 LEDGER ,I "0 ANCHOR 0 12 O.C. MBED= 4" T 1 — —m — HUC412 WL (16) ."x13:" CONCRETE THEN 2 SCREWS — Yi" MAX CLIPS DETAIL 516.10 WELDED "T" CONNECTION 1"=1'-0" 4 3 2 _ERI r ` -ALN1 ELEVATIONS PRIOR CONSTRUCTION MAX: :t 7"x4 x4"x s" 1346"0 HOLE FOR Y4"0 ANGLE IRON CLIPS A325 BOLT TYP (6 TOTAL) DETAIL 517.10 BOLTED °T° CONNECTION 1"=1'-0" FRAMING NOTES 1. LUMBER a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWC, NDS. b. ALL STRUCTURAL FRAMING INCLUDING; HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR N2 OR BETTER. c. ALL STUDS LESS THEN OR EQUAL TO 10'-0' SHALL BE HEM FIR STUD GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR k2 OR BETTER. d. ALL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE OF—L #1 OR BETTER e. WOOD I" JOISTS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. IF VARIATIONS BETWEEN THOSE SPECIFICATIONS AND THIS PLAN ARE FOUND CONTACT ENGINEER FOR CLARIRCATION. SUBSTITUTIONS OF "P JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN APPROVED EQUAL. L ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g. ALL EXTERIOR GLU—LAM BEAMS TO BE ALASKAN CEDAR 20F—V12 h. ALL OTHER GLU—LAM BEAMS TO BE DOUGLAS FIR 24F—V4 2. STEEL a. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). E. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE B) STEEL COLUMNS. c, NOMINAL COLUMN DIAMETERS ARE LISTED (3"0=3 Ys"OD, 3 h"0=4" OD, 4"0=4 $"OD, 5"0=5 Yz O.D.) d. ALL SQUARE TUBE SHAPES SHALL BE ASTM MOO (GRADE B). e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL BE BOLTED TO THE CONCRETE WITH A MIN OF (1) 1¢"0 EXPANSION BOLT. !. ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM AGO. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A 3/e" FILLET WELD OF E70xx ELECTRODE. h. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS WITH A MIN OF %" PLATE AND (8) %' 0 A325 BOLTS. MINIMUM BEARING FOR STEEL BEAMS IS 3". j. GROUT ALL BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND SHIMMED. 3. CONNECTIONS a. ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY SIMPSON STRONG—TIE CORPORATION. OTHER MANUFACTURER PRODUCTS ARE ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. U. HANGERS FOR "I" JOISTS TO BE SIZED PER JOIST MANUFACTURER RECOMMENDATIONS. c. PROVIDE MIN. OF H2.5T TRUSS CLIPS AT ALL TRUSS BEARING POINTS, PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY BE REQUIRED BY THE TRUSS DESIGNER. d. SILL PLATES SHALL BE ATTACHED W/ K4 0 ANCHOR BOLTS AT FOUR FEET MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER PLATE. e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON STEEL BEAMS. TO THE STEEL BEAM WITH X—ZF 47 PBS23 POWDER ACTUATED PINS AT 32" O.C., OR %fi THRU BOLTS 0 48" O.C. INTO THE TOP FLANGE OF THE BEAMS. 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x1O'S UNLESS NOTED OTHERWISE. b. FOR 2X4 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x4 TRIMMER AND (1) 2x4 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x4 TRIMMERS AND (2) 2x4 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'—O". c. FOR 2x6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x6 TRIMMER AND (1) 2x6 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS R-0" TO d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF EITHER LOOKOUT RAFTERS OR VAULTED GABLE END TRUSS WITH 1 PIECE STUDS. BLOCKING MAY BE REQUIRED ON WALLS TALLER THAN 10'-0". L ALL POINT LOADS SHALL BE CARRIED DOWN AND BEAR DIRECTLY ON THE FOUNDATION WALL OR BEAM. EACH POST MUST INCREASE BY ONE PLY FOR EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS PRE REQUIRED BETWEEN FLOORS. g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS THAN 1X2" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2x6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 24 MEMBERS IS 6' L ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE SUPPLIERS RECOMMENDATIONS. j. 2—PLV STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS 0 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. E 3—PLV STUDS SHALL BE NAILED THE SAME AS THE 2—PLY W/ THE THIRD PLY NAILED TO THE 2—PLY W/ (2) 16d NAILS 0 16" O.C. I. 4 At 5—PLV STUDS SHALL BE NAILED THE SAME AS THE 3—PLY W/ CS16 STRAPS TOP & BOTTOM. m. 6 & 7—PLV STUDS SHALL BE NAILED THE SAME AS THE 3—PLV W/ CS16 STRAPS TOP, CENTER, & BOTTOM. In. EXTERIOR WALL SHEATHING SHALL BE 7,J5 OSB NAILED WITH Bd NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT EDGE OR 15ga. x 13:1LONG x A6" WIDE STAPLES AT 8" O.C. IN FIELD AND 4" 0.0, AT EDGE, OR 1690. x 1,Y4 LONG x $6" WIDE AT 6" O.C. IN FIELD AND 3" O.C. AT EDGE. o. ROOF SHEATHING SHALL BE 1%2 OSB W/ 8d NAILS AT 6" O.C. EDGE AND 10" O.C. FIELD NAILING. p. FLOOR SHEATHING SHALL BE MINIMUM 3'4" OSB W/ 8d NAILS AT 6" O.C. EDGE AND 12" O.C. FIELD HARING. q. INTERIOR WALL SHEATHING SHALL BE A2" DRYWALL W/ 11:"x#6 DRYWALL SCREWS AT 8" O.C. r. ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 5.GENERAL a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF PLUMBING IN REFERENCE TO FLOOR FRAMING. b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO THE FOUNDATION WALLS, PROVIDE PERPENDICULAR SOLD BLOCKING AT 4'-0" ON CENTER FOR THE FIRST 3 BAYS. PROVIDE ON SOLID BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT AND RO d. PROVIDE SOLID BLOCKING AT ALL TRUSS RIDGES, HIPS AND VALLEYS. e. PROVIDE SOLID BLOCKING AT INTERMEDIATE BEARING FOR FLOOR JOISTS WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS NOT REQUIRED WHEN THERE IS NO SPLICE OR BEARING WALL ABOVE. FLOOR LOADS ROOF LOADS 40 PSF LIVE 30 PSF SNOW 15 PSF DEAD 30 PSF DEAD 55 PSF TOTAL 60 PSF TOTAL DECK LOADS WIND LOADS 40 PSF LIVE 105 MPH (3 SEC GUST) 10 PSF DEAD EXPOSURE "C" 50 PSE TOTAL CODE REFRENCES: IRC 2012 0k Nhsar,Q. AISC 13th EDITION �� 011 ACI 318-11 AWC, NDS 2012 M M LLJ 0 w Q o DO N GERR _ y ANCHOR = 12" D.C. O � Q U O M LJ M N W U M D30 LLJ D O O O O M — NAIL JOI TS TO SLEEPER W/ (2) 110d UNITS I � WOOD "I" ATTACH SLEEPER TO STEELJOIST BEAM W/ (1)"0 CARRIAGE 2x6 LUMBER BOLT 0 36" O.C. OR (1) SLEEPER X-ZF 47185523 POWDER ACTUATED PIN 0 16" O.C. ALTERNATE SIDES OF WEB DETAIL 504 STEEL DROP BEAM 1I$=1'-0" STEEL %§ X%2 X33" BASE PLATE 3/16 (4) 3§"m ANCHORS DETAIL 505 STEEL COLUMN 1 "=1'-0" L— — L— A`a — — --J A4"x%%30IL" TOP PLATE SQUASH BLOCK UNDER POINT LOAD ABOVE, TYPICAL 4x4 POST AB444Z BASE — BC4 CAP TVP A ABA44Z BASF DIRECTLY FROM BEAM TO FDN � N r qrto 2 LEDGER ,I "0 ANCHOR 0 12 O.C. MBED= 4" T 1 — —m — HUC412 WL (16) ."x13:" CONCRETE THEN 2 SCREWS — Yi" MAX CLIPS DETAIL 516.10 WELDED "T" CONNECTION 1"=1'-0" 4 3 2 _ERI r ` -ALN1 ELEVATIONS PRIOR CONSTRUCTION MAX: :t 7"x4 x4"x s" 1346"0 HOLE FOR Y4"0 ANGLE IRON CLIPS A325 BOLT TYP (6 TOTAL) DETAIL 517.10 BOLTED °T° CONNECTION 1"=1'-0" FRAMING NOTES 1. LUMBER a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWC, NDS. b. ALL STRUCTURAL FRAMING INCLUDING; HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR N2 OR BETTER. c. ALL STUDS LESS THEN OR EQUAL TO 10'-0' SHALL BE HEM FIR STUD GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR k2 OR BETTER. d. ALL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE OF—L #1 OR BETTER e. WOOD I" JOISTS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. IF VARIATIONS BETWEEN THOSE SPECIFICATIONS AND THIS PLAN ARE FOUND CONTACT ENGINEER FOR CLARIRCATION. SUBSTITUTIONS OF "P JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN APPROVED EQUAL. L ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g. ALL EXTERIOR GLU—LAM BEAMS TO BE ALASKAN CEDAR 20F—V12 h. ALL OTHER GLU—LAM BEAMS TO BE DOUGLAS FIR 24F—V4 2. STEEL a. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). E. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE B) STEEL COLUMNS. c, NOMINAL COLUMN DIAMETERS ARE LISTED (3"0=3 Ys"OD, 3 h"0=4" OD, 4"0=4 $"OD, 5"0=5 Yz O.D.) d. ALL SQUARE TUBE SHAPES SHALL BE ASTM MOO (GRADE B). e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL BE BOLTED TO THE CONCRETE WITH A MIN OF (1) 1¢"0 EXPANSION BOLT. !. ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM AGO. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A 3/e" FILLET WELD OF E70xx ELECTRODE. h. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS WITH A MIN OF %" PLATE AND (8) %' 0 A325 BOLTS. MINIMUM BEARING FOR STEEL BEAMS IS 3". j. GROUT ALL BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND SHIMMED. 3. CONNECTIONS a. ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY SIMPSON STRONG—TIE CORPORATION. OTHER MANUFACTURER PRODUCTS ARE ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. U. HANGERS FOR "I" JOISTS TO BE SIZED PER JOIST MANUFACTURER RECOMMENDATIONS. c. PROVIDE MIN. OF H2.5T TRUSS CLIPS AT ALL TRUSS BEARING POINTS, PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY BE REQUIRED BY THE TRUSS DESIGNER. d. SILL PLATES SHALL BE ATTACHED W/ K4 0 ANCHOR BOLTS AT FOUR FEET MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER PLATE. e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON STEEL BEAMS. TO THE STEEL BEAM WITH X—ZF 47 PBS23 POWDER ACTUATED PINS AT 32" O.C., OR %fi THRU BOLTS 0 48" O.C. INTO THE TOP FLANGE OF THE BEAMS. 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x1O'S UNLESS NOTED OTHERWISE. b. FOR 2X4 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x4 TRIMMER AND (1) 2x4 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x4 TRIMMERS AND (2) 2x4 KING STUDS AT EACH JAMB FOR OPENINGS 6'-0" TO 10'—O". c. FOR 2x6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x6 TRIMMER AND (1) 2x6 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS R-0" TO d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF EITHER LOOKOUT RAFTERS OR VAULTED GABLE END TRUSS WITH 1 PIECE STUDS. BLOCKING MAY BE REQUIRED ON WALLS TALLER THAN 10'-0". L ALL POINT LOADS SHALL BE CARRIED DOWN AND BEAR DIRECTLY ON THE FOUNDATION WALL OR BEAM. EACH POST MUST INCREASE BY ONE PLY FOR EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS PRE REQUIRED BETWEEN FLOORS. g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS THAN 1X2" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2x6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 24 MEMBERS IS 6' L ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE SUPPLIERS RECOMMENDATIONS. j. 2—PLV STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS 0 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. E 3—PLV STUDS SHALL BE NAILED THE SAME AS THE 2—PLY W/ THE THIRD PLY NAILED TO THE 2—PLY W/ (2) 16d NAILS 0 16" O.C. I. 4 At 5—PLV STUDS SHALL BE NAILED THE SAME AS THE 3—PLY W/ CS16 STRAPS TOP & BOTTOM. m. 6 & 7—PLV STUDS SHALL BE NAILED THE SAME AS THE 3—PLV W/ CS16 STRAPS TOP, CENTER, & BOTTOM. In. EXTERIOR WALL SHEATHING SHALL BE 7,J5 OSB NAILED WITH Bd NAILS AT 12" O.C. IN FIELD AND 6" O.C. AT EDGE OR 15ga. x 13:1LONG x A6" WIDE STAPLES AT 8" O.C. IN FIELD AND 4" 0.0, AT EDGE, OR 1690. x 1,Y4 LONG x $6" WIDE AT 6" O.C. IN FIELD AND 3" O.C. AT EDGE. o. ROOF SHEATHING SHALL BE 1%2 OSB W/ 8d NAILS AT 6" O.C. EDGE AND 10" O.C. FIELD NAILING. p. FLOOR SHEATHING SHALL BE MINIMUM 3'4" OSB W/ 8d NAILS AT 6" O.C. EDGE AND 12" O.C. FIELD HARING. q. INTERIOR WALL SHEATHING SHALL BE A2" DRYWALL W/ 11:"x#6 DRYWALL SCREWS AT 8" O.C. r. ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 5.GENERAL a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF PLUMBING IN REFERENCE TO FLOOR FRAMING. b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO THE FOUNDATION WALLS, PROVIDE PERPENDICULAR SOLD BLOCKING AT 4'-0" ON CENTER FOR THE FIRST 3 BAYS. PROVIDE ON SOLID BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT AND RO d. PROVIDE SOLID BLOCKING AT ALL TRUSS RIDGES, HIPS AND VALLEYS. e. PROVIDE SOLID BLOCKING AT INTERMEDIATE BEARING FOR FLOOR JOISTS WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS NOT REQUIRED WHEN THERE IS NO SPLICE OR BEARING WALL ABOVE. FLOOR LOADS ROOF LOADS 40 PSF LIVE 30 PSF SNOW 15 PSF DEAD 30 PSF DEAD 55 PSF TOTAL 60 PSF TOTAL DECK LOADS WIND LOADS 40 PSF LIVE 105 MPH (3 SEC GUST) 10 PSF DEAD EXPOSURE "C" 50 PSE TOTAL CODE REFRENCES: IRC 2012 0k Nhsar,Q. AISC 13th EDITION �� 011 ACI 318-11 AWC, NDS 2012 II J M M LLJ O_ w Q o DO GO 0 O Z = O O � Q U O M LJ M N W U M D30 LLJ D O O D O M Q u � rQ 00 LLJ Q II J O LLJ Q O O Z J n O Q W J J 0 LLJ D O 0 � rQ 00 LLJ Q No STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: 3-24-21 section tags 3-31-21 brick ledge si A B TT �E F G TT (2) ted NAILS 0 3" 1 1 1 1 1 OG FROM PLATE TO - HEADER, AT ENDS ONLY LSTA24 - E I 1 I I I I I I I I I I I I Fe" OSB 1 I 1 I I I sE e� OTHER GMEE EO TRU I a AN arage n1 I 1 I I I FOUNDATION UN S UASH BLOCK UNNDER POINT WAD�ABOVE, I I I I I I I IHDR 3 2x 0 rc - - - - - - - - - U STAT LANDING 2W W • 2x8 JOTS 5 e 16' O.C. 0 • 2x8 LEDG R, ATTACH TO ^ FRAME WAW WITH (2) 16tl ( 2x6 POST Tt�2xTi POS1R W10x12,p $•r�"x5" H55 POST - - - 2x10 HDR FLUSH STEEL BEAM I [XILNUNNI THROUGH • CA TOP PLATE MUST I BJA BEAMS BE JT BEAW r'l BE CONTINOUS 2xi LED ER HEADER (CONTINUOUS (1) DWS 240 ACROSS WIDTH OF WALL) 0 6" wompI NMI R FASTEN SHEATHING TO HEADER POST M W SE D SEE DETAIL 05/51 ry W/ 6d COMMON NAILS IN 3" - FOIST O rc GRID PATTERN AS SHOWN & �w . . . . n _ - - - 3N 3 3" O.C. TO ALL OTHER o .... FLUSH BEAM N - Porch ... . FRAMING MEMBERS (STUDS, HD SILLS, SILL PLATE), TYPICAL lili!llIs�i� I. " " " " I. STRAP HEADER TO �i `i■�i�;� 10 T - - TRIMMER W/ LSTA24 - - (2) 2x6 POST - 4 - - BOTH SIDES OF OPENING, Y."x I'I" R PON;T�l I:I. INSTALL INSIDE OF WALL •I 'I'I MINIMUM (2) 2x4, T HS POST x TYPICAL - UC612 1 1$'"x1 Y " LVL � IF PANEL SPLICE IS NEEDED IT o �" LVL SHALL OCCUR WITHIN 24" OF FLUSH BEAM m MID HEIGHT. FLAT BLOCK IS USH BEAM REQUIRED i HTT4 TIE -DOWN. NAIL TO FRAMING .. .. WOIDIRg 3p"0 ANCHOR 0 CENTER OF N WALL, W/ )j6"xo"2" PLATE NO- Kitchen d WASHER, EMBED ]" 8d COMMON NAILS 0 3" rc O.C. TOP & BOTTOM PLUMBING ABOVE, BEARI G ALL ADJUST T V T DETAIL 522b AS REQUIRED INTERMITTENT GARAGE PORTAL (PFH) Y2.,=1,—O,. A B TT �E F G TT (2) ted NAILS 0 3" 1 1 1 1 1 OG FROM PLATE TO - HEADER, AT ENDS ONLY LSTA24 - E I 1 I I I I I I I I I I I I Fe" OSB 1 I 1 I I I sE e� OTHER GMEE EO TRU I a AN arage n1 I 1 I I I FOUNDATION UN S UASH BLOCK UNNDER POINT WAD�ABOVE, I I I I I I I IHDR 3 2x 0 rc - - - - - - - - - U STAT LANDING 2W W • 2x8 JOTS 5 e 16' O.C. 0 • 2x8 LEDG R, ATTACH TO ^ FRAME WAW WITH (2) 16tl ( 2x6 POST Tt�2xTi POS1R W10x12,p $•r�"x5" H55 POST - - - 2x10 HDR FLUSH STEEL BEAM I [XILNUNNI THROUGH • CA (2) 2x8 Posr To I BJA BEAMS BE JT BEAW r'l 2xi LED ER (1) DWS 240 SCRE 0 6" wompI NMI R YE5" POST M W SE D SEE DETAIL 05/51 ry - FOIST O rc x10 HDR �w W n _ - - - 3N 3 rc' o FLUSH BEAM N - Porch DE K TO FOR BELOW 6 Ya"_x5" HSS POST NO,,,dddfff STRUCTURAL I < I o� 1 3t RIM Ih r'l O :x HHU55.50/10 ya�SSS Q N IPM-4IAI wompI NMI R (n M W SEE DETAIL 517.10 - FOIST O 3 x10 HDR 3) 2x10 HDRNNN J n _ - - - 3 FLUSH BEAM ■Ti�I�i.:31�����ll HD lili!llIs�i� lii■iiiii�ia� (3) 2x6 POST �i `i■�i�;� 10 T - - - - (2) 2x6 POST - 4 DE K TO FOR BELOW 6 Ya"_x5" HSS POST NO,,,dddfff STRUCTURAL I < I o� 1 3t RIM PAV g O W W LJ Q CD W W Z o O n O Q (� W W D W 0 O W 0 O F -- _j r (y- Lb W W (V = W a_ U J J o C_ N C N 0E I O Jo^ ` W � �o roav� ww n c n� � s W W STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: .pihe 3-31-21 h oA at arc rev slo ns garage root rg m 4-12-21 arch updates WengTW� SCALE Y4 PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I sv Ih r'l O :x HHU55.50/10 ya�SSS Q N (1) 2x6 .S. (n M W M N - FOIST O 3 x10 HDR 3) 2x10 HDRNNN J n _ - - - 3 FLUSH BEAM ) 2x1 HD (3) 2x6 POST - - - - - - - 4 - - - Y."x R PON;T�l i T HS POST x LUSH B UC612 1 1$'"x1 Y " LVL � o �" LVL FLUSH BEAM m USH BEAM i (3) 2x6 POS WOIDIRg N NO- Kitchen d rc PLUMBING ABOVE, BEARI G ALL ADJUST T V T AS REQUIRED TYP. nzx� a x x 2 2x6 TRIM 3 - - - HSS POST E.S. - - - - - -r - - - 2 - ��x INQ2x10 HDR X0K. . - - - - - - - - 1 - - - 3 2x10 HD - - 1.'x 11T,§" - rS. RIM JOIST TYP. I I I I I I I PAV g O W W LJ Q CD W W Z o O n O Q (� W W D W 0 O W 0 O F -- _j r (y- Lb W W (V = W a_ U J J o C_ N C N 0E I O Jo^ ` W � �o roav� ww n c n� � s W W STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: .pihe 3-31-21 h oA at arc rev slo ns garage root rg m 4-12-21 arch updates WengTW� SCALE Y4 PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I sv Ih r'l O W a Q Q N (n M W M N 0_ O J n _ 3 PAV g O W W LJ Q CD W W Z o O n O Q (� W W D W 0 O W 0 O F -- _j r (y- Lb W W (V = W a_ U J J o C_ N C N 0E I O Jo^ ` W � �o roav� ww n c n� � s W W STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: .pihe 3-31-21 h oA at arc rev slo ns garage root rg m 4-12-21 arch updates WengTW� SCALE Y4 PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I sv SHEATHING CONTINUOUS - 0 PARAPET RIM JOIST PER PIAN WOOD "I -JOISTS" PER PLAN LEDGER PER PLAN iN yL �Ll s V DETAIL 551 RAFTERS/PARAPET PERPENDICULAR TO WALL 1"=1'-0" �w WOOD "I -JOISTS" PER PIAN 2x6 LEDGER, ATTACH TO WALL EXTEND EXTERIOR WITH (2) 16E BEARING WALL TO NAILS ® 16" TOP OF PARAPET O.C. DETAIL 552 RAFTERS/PARAPET PARALLEL TO WALL 1"=1'-0" E F G H J 4 ►� I I I I I I I STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: I I to Whaaj�? 3-31-21 new solar panels v o" W �Oy�ng_00I SCALE Y4"=1'-0" PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I S M O M 0 Lu J oQGo W < a =oJD O 00 U n M W M N (� M O U C' O O W LLI Q 0 3 ►� I I I I I I I STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: I I to Whaaj�? 3-31-21 new solar panels v o" W �Oy�ng_00I SCALE Y4"=1'-0" PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I S O z J W < a O H (n O O U z W LLI Q 0 LL � rQ O 00 w (V = ►� I I I I I I I STAMP DRAWN BY: JM ISSUE DATE: 1-5-21 REVISIONS: I I to Whaaj�? 3-31-21 new solar panels v o" W �Oy�ng_00I SCALE Y4"=1'-0" PROJECT # 20-140 TRUSS LAYOUT SHOWN IS PRELIMINARY FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION I S City of Wheat Ridge Single Family New PERMIT - 202001189 PERMIT NO: 202001189 ISSUED: 07/12/2021 JOB ADDRESS: 2874 Teller St EXPIRES: 07/12/2022 JOB DESCRIPTION: Development 29 - New single family residence with attached 2 car garage. Sq ft: 21389 ***REVISION*** Revised REScheck, Manual J/D/S, including revised plan sheets Ml, M2 & M3; from eliminated basement room, reduction in glazing. ***REVISION*** Revised Structural drawings (flushing two beams on main level), updated CD set *** CONTACTS *** OWNER ( 3 0 3) 901-5143 DEVELOPMENT 29 LLC GC (303)901-5143 JESSE WALDEN 190260 LUCID STUDIO LLC SUB (303)420-5459 MICHAEL SPRANKLE 170671 MODERN ELECTRIC LLC SUB (303)352-4172 MATTHEW S KIPP 202035 GO PLUMBING CO LLC SUB (303)369-3633 TODD SIMPKINSON 150172 STREAMLINE MECHANICAL LLC *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: R-3 / Residential SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / l *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 461,275.00 FEES Total Valuation 0.00 Plan Review Fee 21253.52 Use Tax 91686.78 Permit Fee 31466.95 Engin. Review Fee 150.00 ** TOTAL ** 15,557.25 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Prior to pro? ect ompletion or granting of a Certificate of Occupancy, an As -Built Suroey or Improvement Suroey Plat shall be submitted to the City. For o - r two-family dwellings, the first twenty-five feet (25&#39;) of driveway a £rom the o fisting edge o£ pavement into the site shall be raced with c rete, asphalt, br1eK pavers o malar materials. A right -o£ -way permit may be required;ocontact Public si WorKs Department at 303-235-2861. Prior to of a CO, 1 tree (s) shall be planted within the front etbacK. In additionsu cless than twenty -£five percent (25%) o£ the gross lot area and no less than one hundred peoncent (100%) o£ the Front yard shall be landscaped. All landscaping shall be nformance with Section 26-502 of the Zoning and Development Code. All landscaping shall v nstalled i ordance with the approved landscape plan prior to C.O., landscape agreement with £financial guarantee in the amount o£ 125% o£ the cost o£ the installation shall be required. No C.O. may be ued until public improvements are complete as identified in the Subdivision Improvement Agreement. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltwso��tbeaml�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o..°lnsaocumenta=pda.i,esw asworsc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicaq'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb e code orr anfi� d naanermit shdation of [hist' add'ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any pphca j y or ce or reg funs pprov lec pec ion. ///�/,✓-✓t/- 09/12/2021 Signature of Chief Building Offic'al Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Friday, June 25, 20213:10:08 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 2874 Teller Street Property Owner Name Lucid Development Property Owner Phone 720-630-0087 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Modern Electric LLC Name Contractor's License 170671 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-420-5459 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email office@mod-electric.com Address Retype Contractor office@mod-electric.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 125 Location of work on jobsite (garage, house, etc) Provide additional new temp electrical service for construction for development details, if needed. Project Value (contract 875 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jason Niles Permit Email not displaying correctly? View it in your browser. 1* � � i City of Wheat Ridge �� Residential Electric PERMIT - 202101387 PERMIT NO: 202101387 ISSUED: 06/25/2021 JOB ADDRESS: 2874 Teller St EXPIRES: 06/25/2022 JOB DESCRIPTION: New temp electric service for construction for development *** CONTACTS *** OWNER (3 0 3) 901-5143 DEVELOPMENT 29 LLC SUB (303)420-5459 MICHAEL SPRANKLE 170671 MODERN ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: R-2 / Residential - Duplex USE: R-3 / Residential SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / l *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 875.00 FEES Total Valuation 0.00 Plan Review Fee 26.07 Use Tax 18.38 Permit Fee 40.10 ** TOTAL ** 84.55 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Work must comply with the 2020 NEC, 2018 IBC and other applicable codes and ordinances. Work is subject to field inspection. I by m si nature do hereby attest that the work to, be performed shall comply with all accompanyin approved plans and specificationsapplicale uilding codes, and all applicable munical codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorize to obtain this ermit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include al entities named within this document as parties to the work to be per ormed and that all work to be per ormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/25/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, April 5, 20211:23:50 PM Revision to Permit Application Permit Number 202001189 assigned to project 303-901-5143 PROPERTY INFORMATION Permit Number 202000700 Property Address 2874 TELLER STREET Property Owner Name DEV29 LLC Property Owner Phone 303-901-5143 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email jesse@lucid-studio.com Address Contact Name Jesse Walden Contact Phone Number (enter WITH dashes, eg 303-123-4567) 303-901-5143 Contact Email Address jesse@lucid-studio.com Retype Contact Email Address jesse@lucid-studio.com DESCRIPTION OF WORK Detailed Revised Revised REScheck, Manual J/D/S, including revised plan sheets Scope of Work - M1, M2 & M3, from eliminated basment room, reduction in Provide a detailed glazing. description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if 02 2874 Teller RESCheck+ManJDS.odf applicable) Additional Documents Field not completed. on Letter Size Are plans or No documents locked for editing? Construction Plans 04 2874 TELLER Revshts 210405.odf scanned on 11'x17" or larger Additional Project $2.00 Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 01 2874 Teller Electronic Payment Form.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Jeff Schneider Revision Email not displaying correctly? View it in your browser. City of Wheat�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2874 Teller Street Wheat Ridge CO 80033 General Contractor: Lucid Studio, LLC FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: /t edxrr? 6lCt iL' Contact Phone 9: 303—YOD—Jy5�) Wheat Ridge Contractor License #: I70 to % I (required field) State License #: / 00 E 2 % Master License#: L90&151 ////�SNa/-I - a , Printed Name of Auth ized Agent 4� (i� 1 Z/// le/Z02� Signature of Authorized Agen Date City of "heat�idge CrCOMMUNI►Y EVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2874 Teller St Wheat Ridge, CO 80033 General Contractor: Lucid Studio, LLC 7190 W 38th Ave. Unit B Wheat Ridge CO 80033 FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Streamline Mechanical Wheat Ridge Contractor License #:150172 Todd Simpkinson Printed Name o Authorized Agent Signature of Authorized Agent Contact Phone #: 720-505-6142 (required field) 4/16/2020 Date City of W heat l dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 11, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: Vacant Land in Teller Subdivision Filing No. 1 NEW ADDRESS: 2822 Teller Street: Lot 4, Parcel # 39-264-12-031 2834 Teller Street: Lot 5, Parcel # 39-264-12-032 2846 Teller Street: Lot 6, Parcel # 39-264-12-033 2858 Teller Street: Lot 3, Parcel # 39-264-12-030 2860 Teller Street: Lot 2, Parcel # 39-264-12-029 2874 Teller Street: Lot 1, Parcel # 39-264-12-028 NOTES: This is a courtes-v notification. 2850 & 2880 Teller Street s AUTHORIZED BY: DISTRIBUTION: DATE: z I M► I z o Zm Property Owner AddressingAieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrey_Ausps.gov; mariann.szaszAusps.gov; carmen.s.suarezAusps.gov; theresa. a.kraft(a)usps. gov 6. Xcel Energy, jacob.van.laere(&xcelenergy.com 7. Century Link, Aaron.Keller(&Centurylink.com; rachel.weaver(-,centualink.com 8. Comcast, scott mooreC&cable.comcast.com 9. Consolidated Mutual Water District: en ing eering_na,cmwc.net 10. WR Sanitation District: bwillis(a,martinmartin.com; info n,wheatridgesanitation com; mbakarich(a),morainco.com; 11. Fire Dept: planreviewAwestmetrofire.org 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w heatridge.com s DATE: -2500' Site TRUE POINT 0' BECK140 /N: 701705.49 L 119EE10.43 ----------------------- 8' uT_,TY AND I DRA'NAOE iASEWNT i HEREBY CRANTED BY I THIS P,A` TYPICAL I I LOT1 5' L,7LilyAND I DRANAbE EASEMCkT -I 1 9,78p S0. F1 HLMLBY GFASILD BY 0.7145 ACRES THIS F_A- - 11THCA1 �, I ZDNu4G. a-2 1; Ir " 1.50' I'my DEpC4 E0 Br I THIS PLA' t0 THE I MY OF AKAT RIDGE AS I MAC RCHT-RIF-NAY 1 i (292 SO. FT.-psTftst 1i 0' unLlTr E 1 HEREBY GRANTED BY I I THS PIAT 1 mmmw L LOT INL icflL6Y CREA .0 I By 5' uAR.'T AND I DRAINAGE EASEMEN' .-I HERESY GRAVED BY I 1146 PLAT - TYPICAL 1 I LOT 4 I 10,371 S0. FT 1 0,2381 ACRES I ZONING R-2 I 2822 T" at i 16 UTIJTY EASEMENT 1 HEREBY GRANTED BY 8' u;,cIIY AND I MI5 PLAT DRAINAGE EASEMFkT HEREBY GRANTED BY I ---------- 1`141$ PLA- fYPICAt �^ I 103 82' FOiNrO N0. 5 REBAR WIH NO CAP (USED "OR LVE AND DISTANCE) N: 701510.62 C: 119!11.77 Vicinity Map 317.10' A.AL k REC. N8953"8'E A.V. --- --------------------i LOT JNE HEREBY CREA'ED BY IH; HLAI - 'YT'CA- 0T 2 I 9,151 97. FT. I 02738 AM$ r L I ZONING. R-2 REC. 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