Community Planning & Development Addition and Garage Checklist

201 W. Colfax Ave., Dept. 205

Denver, CO 80202

720.865.2709 or [email protected]

Design Review Addition and Garage ChecklistDesign review is a collaborative process used to examine projects in designated historic areas or properties for architectural design and compatibility with the nearby historic built environment. Applications submitted for design review must be accompanied with specific information which adequately de-scribes or studies the proposal. To comply with the required submittal standards of Denver Landmark Preservation, submitted documentation shall clearly illustrate the existing conditions as well as any proposed alteration(s). For second-story additions use the Infill & 2nd Floor Additions checklist.

Submit this form, completed, with the required submittal documentation

Project Address:

The following is REQUIRED:q 1. Complete Application for Design Review

q 2. Site Plan

q 3. Elevation drawings of each proposed façade- Include height of nearby adjacent structures

q 4. Details of construction a. Window details depicting head, jamb, and sill details in section with profile measurementsb. Sample board(s) or cut-sheet(s) with building materials color, texture, and other details shown

q 5. Color photos of existing conditions

Please note: If the proposal includes demolition of an existing structure a separate demolition application will need to be approved.

Additional documentation may be required to adequately depict the project and its impact on a historic property or a historic district.

Review is based on a comparison of the proposal and the Secretary of the Interior’s Standards, Design Guidelines for Landmark Structures and Districts, Landmark Preservation Ordinance; Chapter 30 Revised Municipal Code and other applicable adopted guidelines. Landmark staff is not responsible for building or zoning review. Please submit plans to those agencies for comment.

Community Planning & Development

Addition and Garage Checklist

LEGAL DISCLAIMER: This Advisory should not be used as a substitute for codes and regulations. The applicant is responsible for compliance with all code, guideline

and/or rule requirements, whether or not described in this Advisory.

Landmark Preservation 5/19/15

q 6. Other: ________________________________________________________________________

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135 N Franklin StDenver, CO 80206

SHEET INDEXSheet Number Sheet Name

A-204 PROPOSED EXTERIOR ELEVATIONS -WEST

A-205 SCHEDULESA-301 BUILDING SECTIONSA-401 ENLARGED SECTIONSA-402 EXTERIOR DETAILS

4- INTERIORSI-400 ENLARGED PLANS AND ELEVATIONSI-401 ENLARGED PLANS AND ELEVATIONSI-402 ENLARGED PLANS AND ELEVATIONSI-403 ENLARGED PLANS AND ELEVATIONSI-404 ENLARGED PLANS AND ELEVATIONSI-405 ENLARGED PLANS AND ELEVATIONSI-406 ENLARGED PLANS AND ELEVATIONSI-407 ENLARGED PLANS AND ELEVATIONSI-408 ENLARGED PLANS AND ELEVATIONSI-409 ENLARGED PLANS AND ELEVATIONSI-410 ENLARGED PLANS AND ELEVATIONSI-411 ENLARGED PLANS AND ELEVATIONSI-412 ENLARGED PLANS AND ELEVATIONSI-500 INTERIOR DETAILS TRIMI-501 INTERIOR DETAILS FIREPLACEI-502 INTERIOR DETAILS STAIRSI-600 TILE LAYOUTSI-601 TILE LAYOUTSI-602 TILE LAYOUTS

5- ELECTRICALE-100 ELECTRICAL PLAN BASEMENTE-101 ELECTRICAL PLAN MAIN FLOORE-102 ELECTRICAL PLAN UPPER LEVEL

7- PLUMBINGP-100 PLUMBING PLAN BASEMENTP-101 PLUMBING PLAN MAIN FLOORP-102 PLUMBING PLAN UPPER LEVEL

8- LANDMARKL-001A EXISTING WINDOWS AND DOORSL-001B EXISTING CONDITIONS

SHEET INDEXSheet Number Sheet Name

1- GENERALG-001 GENERAL INFOG-002 GENERAL NOTESG-003 EXISTING ZONING ELEVATIONSG-004 PROPOSED ZONING ELEVATIONSXX Unnamed

2- DEMOLITIOND-001 DEMO SITE PLAND-002 DEMO BASEMENTD-003 DEMO MAIN FLOORD-004 DEMO UPPER LEVELD-005 DEMO ELEVATIONSD-006 DEMO ELEVATIONS

3- ARCHITECTURALA-001 PROPOSED SITE PLANA-002 SITE PLAN - SHORINGA-101 PROPOSED FLOOR PLAN BASEMENTA-102 PROPOSED FLOOR PLAN MAIN FLOORA-103 PROPOSED FLOOR PLAN UPPER LEVELA-104 FRAMING PLAN BASEMENTA-106 FRAMING PLAN MAIN FLOORA-107 FRAMING PLAN UPPER LEVELA-108 PROPOSED ROOF PLANA-109 REFLECTED CEILING PLANA-110 REFLECTED CEILING PLANA-111 REFLECTED CEILING PLANA-201 PROPOSED EXTERIOR ELEVATIONS -

SOUTHA-202 PROPOSED EXTERIOR ELEVATIONS - EASTA-203 PROPOSED EXTERIOR ELEVATIONS -

NORTH

Vicinity Map

The Asarch Residence

AbbreviationsBEV BEVERAGEB.O. BOTTOM OFCAB. CABINETC.O. CASED OPENINGCPT CARPETDN DOWNDW DISH WASHER(E) EXISTINGELEV. ELEVATION

T/G TONGUE AND GROOVETJI TRUSS JOIST I-BEAMT.O. TOP OFT.O.C. TOP OF CONCRETET.O.P. TOP OF PLATETYP TYPICALWD WOODWH WATER HEATERW/ WITHW/O WITH OUT

FRZR FREEZERFURN FURNACEGWB GYPSUM BOARDHDR HEADERLVL LAMINATED VENEER LUMBERMDSPF CLOSED CELL SPRAY FOAMMW MICROWAVEO.C. ON CENTERP.T. PRESSURE TREATEDRE: REFERENCEREF REFRIGERATOR

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NPROJECT INFORMATIONPROJECT NAME: ASARCH RESIDENCE ADDITIONPROJECT ADDRESS: 135 FRANKLIN STREET, DENVER, CO 80218ZONING: U-SU-E, DENVER COUNTRY CLUBBUILDING FORM: URBAN HOUSEBUILDING USE: SINGLE FAMILY RESIDENCELEGAL DESCRIPTION: L 16 & 17 & S1/2 OF L 15 BLK 8 COUNTRY CLUB PLACE

OWNER NAME: DAVID AND ANNA ASARCHOWNER ADDRESS: 515 ELM STREET DENVER CO, 80220

SCOPE OF WORK: THIS PROJECT INCLUDES DEMOLITION OF AN EXISTING ADDITION, NEW ATTACHED GARAGE WITH ACCESS FROM THE ALLEY AND SECOND STORY ADDITION.

DESIGN NARRATIVECHALET HAS BEEN ENGAGED TO DESIGN AN ADDITION AND REMODEL TO THE EXISTING HOUSE INCLUDING A NEW ATTACHED GARAGE LOCATED AT 135 FRANKLIN ST IN THE COUNTRY CLUB HISTORIC DISTRICT. THE HISTORIC HOME, ORIGINALLY CONSTRUCTED IN 1929, HAS PREVIOUSLY UNDERGONE AN ADDITION AND REMODEL. OUR PROPOSAL WILL BEGIN WITH COMPLETELY REMOVING THE ENTRY ADDITIONS TO BRING THE FRONT OF THE STRUCTURE CLOSER TO THE ORIGINAL HISTORIC FORM. THIS INCLUDES REMOVAL OR REPLACEMENT OF NON-HISTORIC ELEMENTS INCLUDING REMOVAL OF THE PORTICO, REPLACEMENT OF THE NON-HISTORIC WINDOW, AND REMOVAL OF THE LARGE BRICK FRONT PORCH. WE ARE ALSO PROPOSING THE REMOVAL OR REPLACEMENT OF THE OTHER NON-HISTORIC WINDOWS, DEMOLISHING THE EXISTING DETACHED GARAGE, AND DEMOLISHING VARIOUS SITE ELEMENTS INCLUDING THE PERGOLA, GRILL AREA AND FLATWORK AS SHOWN IN THE PLANS. THE LIVING SPACE OF THE PROPOSED URBAN HOUSE ADDITION WILL BE LOCATED COMPLETELY BEHIND THE EXISTING HOUSE WHILE A PORTION OF THE ATTACHED GARAGE EXTENDS FURTHER TO THE NORTH, BUT SLIGHTLY LESS SO THAN THE ORIGINAL DETACHED GARAGE. THE ADDITION IS COMPLETELY WITHIN THE REAR 35% OF ZONE LOT. THE ADDITION IS A SINGLE-STORY TO CONFORM WITH ZONING REQUIREMENTS WHILE THE EXISTING HOUSE DOES HAVE A 2-STORY PORTION TO REMAIN WHICH VIOLATES THE BULK PLANE AND MAXIMUM STORIES ALLOWED IN THE REAR 35% OF ZONE LOT. THE HOUSE INTERIOR WILL BE COMPLETELY REMODELED AS WELL.

PROJECT TEAMBUILDING DESIGNERNAME: CHALET DESIGN LLCCONTACT: JOHN MATTINGLYADDRESS: 517 E BAYAUD AVE

DENVER, CO 80209PHONE: 720.473.5498EMAIL: [email protected]

STRUCTURAL ENGINEERNAME: ANCHOR ENGINEERINGCONTACT: COLLEEN MERRILLADDRESS: 2535 17TH ST


SOILS ENGINEERNAME: HOLLINGSWORTH ASSOCIATES, INC.CONTACT: THOMAS HOLLINGSWORTH, P.E.ADDRESS: 7925 E HARVARD AVE, SUITE A

DENVER, CO 80231PHONE: 303-781-5188EMAIL: [email protected]

SURVEYORNAME: CHESSNOE AND ASSOCIATESCONTACT: MICHAEL CHESSNOEADDRESS: 4101 E WESLEY AVE, SUITE 2


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1. VERIFY ALL DIMENSIONS.

2. EGRESS:310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENING SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTIONS: 1. STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET. 2. WHERE THE SWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE OPENING PROVIDED THAT THE BASEMENT HAS ONE OF THE FOLLOWING: 2.1 ONE MEANS OF EGRESS COMPLYING WITH SECTION 311 AND ONE EMERGENCY ESCAPE RESCUE OPENING. 2.2 TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. 310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BEOPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH ASTM F2090. 310.2 EMERGENCY ESCAPE AND RESUME OPENINGS. EMERGENCY ESCAPE ANDRESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION.310.2.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAT 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS DICTIONS SHALL BE OBTAINED BY THE NORMAL OPERATIONS OF THE EMERGENCY ESCAPE AND RESCUE OPENINGFROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL NOT BE LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. EXCEPTIONS: GRADE FLOOR OPENINGS OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET. 310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL NOT BE LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36 INCHES. THE ARE OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. 310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITIONS. LADDERS OR STEPS REQUIRED BY THIS SECTIONS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES, SHALL PROJECT NOT LESS THAN 3 INCHES FROM THE WALL AND BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. 310.2.3.2 DRAINAGE. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. EXCEPTION: A DRAINAGE SYSTEM FOR WINDOW WELLS IN NOT REQUIRED WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405.1. 310.2.4 EMERGENCY ESCAPE AND RESCUE OPENING UNDER DECKS AND PORCHES. EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND PORCHES SHALL BE FULLY OPERABLE AND PROVIDE A PATH NOT LESS THAN 36 INCHES IN HEIGHT TO A YARD OR COURT. 310.2.5 REPLACEMENT WINDOWS. REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF THIS CODE SHALL BE EXEMPT FROM THE SILL HEIGHT REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION R310.2.1, PROVIDED THAT THE REPLACEMENTS WINDOW MEETS THE FOLLOWING CONDITIONS: 1. THE REPLACEMENT WINDOW IS THE MANUFACTURERS LARGEST STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW IS OF THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING WINDOW. 2. THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. 310.3 EMERGENCY ESCAPE AND RESCUE DOORS. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER. WHERE THE OPENING IS BELOW THE ADJACENT GRADE IT SHALL BE PROVIDED WITH AN AREA WELL. 310.3.1 MINIMUM DOOR OPENING SIZE. THE MINIMUM ET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE WITH SECTION R310.2.1. 310.3.2 ARE WELLS. AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. THE AE WELLS SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND RESCUE DOOR TO BE FULLY OPENED. 310.3.2.1 LADDER AND STEPS. AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE DOOR IN THE FULLY OPEN POSITIONS. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES, SHALL PROJECT NOT LESS THAN 3 INCHES FROM THE WALL AND BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULLHEIGHT OF THE EXTERIOR STAIRWELL. 310.3.2.2 DRAINAGE. AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD.310.4. BARS, GRILLES, COVERS AND SCREENS. WHERE BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, AREA WELLS, OR WINDOW WELLS, THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY WITH SECTIONS R310.2.1 THROUGH R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITH THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THE REQUIRED FOR THE NORMAL OPERATION FOR THE ESCAPE AND RESCUE OPENING. 310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEWBASEMENT. EXCEPTIONS: 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM WITH ANEMERGENCY ESCAPE AND RESCUE OPENING. 2. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. 310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. AN EMERGENCYESCAPE AND RESCUE OPENING IS NOT REQUIRED WHERE EXISTING BASEMENTS UNDERGO ALTERATIONS OR REPAIRS. EXCEPTION: NEW SLEEPING ROOMS CREATED IN AN EXISTING BASEMENTS SHALL BE PROVIDED WITH EMERGENCY ESCAPE AND RESCUE OPENINGS IN ACCORDANCE WITH SECTION R310.1.

3. VAPOR BARRIER: BUILDER SHALL APPLY JUMBO-TEX BEFORE BRICK IS APPLIED.

4. CONTINUOUS PERIMETER DRAIN AROUND FOUNDATION, MIN. 1'-0" FROM OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING. 4" PERFORATED PIPE PLACED ON MIN. OF 2" CRUSHED ROCK AT LEAST ONE SIEVE SIZE LARGER THAN PERFORATION AND COVERED WITH NO LESS THAN 6" OF SAME MATERIAL.

5. ATTIC WILL BE INSULATED WITH ICYENENE OR LIKE PRODUCT.

6. LS = LANDSCAPE. TO INCLUDE SOD, TREES, AND SHRUBS (TYP).

7. 200 AMP SERVICE TO BE USED FOR ELECTRICAL SERVICE

8. ALL EXTERIOR WALLS WILL BE INSULATED WITH A MINIMUM OF AN R-20 BATT.

9.

THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE SEALED WITH AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL:1. ALL JOINTS, SEAMS AND PENETRATIONS. 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 4. UTILITY PENETRATIONS. 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 6. KNEE WALLS. 7. WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACE. 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. 9. CANTILEVERS 10. ATTIC ACCESS OPENINGS. 11. RIM JOISTS JUNCTION. 12. OTHER SOURCES OF INFILTRATION.

SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. R314.2

HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS. WHERE A HOUSEHOLD FIRE WARNING SYSTEM IS INSTALLED USING A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE(S), IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. THE SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION AND BE MAINTAINED IN ACCORDANCE WITH NFPA 72. R314.2

APPROVED CARBON MONOXIDE ALARM(S) SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. R315.2

IF ENCLOSING ACCESSIBLE SPACE UNDER NEW STAIRS, IT SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. R302.7

PROVIDE A NONABSORBENT SURFACE AND WATER-RESISTANT BACKING IN TUBS AND SHOWERS TO A MINIMUM HEIGHT OF 6’-0”. BACKING FOR ADHESIVE APPLICATION TO BE CEMENT BOARD IF CERAMIC TILE OR OTHER REQUIREDNONABSORBENT FINISH MATERIAL IS USED. R702.3 & R702.4

WHERE FLOOR/CEILING OR ROOF/CEILING FRAMING EXCEEDS 16” ON CENTER, ½”SAG-RESISTANT OR ⅝” DRYWALL IS REQUIRED. DRYWALL ORIENTATION IS TO BE PERPENDICULAR TO THE FRAMING MEMBERS. TABLE R702.3.5

THE GARAGE FLOOR IS REQUIRED TO SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R309.1

PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS AND HANDRAILS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R507.2.2 AND THE MANUFACTURER’S INSTRUCTIONS.

IF DRYWALL ON EXISTING EXTERIOR WALLS IS REMOVED EXPOSING THE STUD BAYS, THE STUD BAYS MUST BE EITHER FILLED (NOT STUFFED, JUST FILLED) OR THE INSULATION MUST BE MUST MEET THE MINIMUM REQUIRED PER TABLE N1102.1.2, FOR ZONE 5.

PIPE CARRYING FLUIDS GREATER THAN 105°F (41°C) OR LESS THAN 55°F (13°C) SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 PER SECTION N1103.4.

A MINIMUM OF 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. N1104.

PLUMBING:

THE COMBINED DISCHARGE FROM A DISHWASHER AND A ONE OR TWO-COMPARTMENT SINK, WITH OR WITHOUT A FOOD-WASTE DISPOSER, SHALL BE SERVED BY A TRAP OF NOT LESS THAN 1 1/2 INCHES IN OUTSIDE DIAMETER. THE DISHWASHER DISCHARGE PIPE OR TUBING SHALL RISE TO THE UNDERSIDE OF THE COUNTER AND BE FASTENED OR OTHERWISE HELD IN THAT POSITION BEFORE CONNECTING TO THE HEAD OF THE FOOD-WASTE DISPOSER OR TO AWYE FITTING IN THE SINK TAILPIECE. P2717.1, 2 & 3

GAS SHUTOFF VALVES SHALL BE LOCATED THE SAME ROOM/AREA WITHIN 6 FEET OF THE APPLIANCE TO PROVIDE ACCESS FOR OPERATION AND SHALL BE INSTALLED TO BE PROTECTED FROM DAMAGE. THE SHUTOFF VALVE SHALL BE INSTALLED UPSTREAM OF THE UNION, CONNECTOR OR QUICK DISCONNECT DEVICE IT SERVES. SUCH SHUTOFF VALVES SHALL BE PROVIDED WITH ACCESS. APPLIANCE SHUTOFF VALVES LOCATED IN THE FIREBOX OF A FIREPLACE SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER’S INSTRUCTIONS. G2420.5.

MECHANICAL:

UNVENTED DECORATIVE APPLIANCES SHALL NOT BE INSTALLED WITHIN A DWELLING UNIT. AMENDED CHERRY HILLS VILLAGE MUNICIPAL CODE G2432.3.1

APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR IN GARAGES. FOR THE PURPOSE OF THIS SECTION, ROOMS OR SPACES THAT ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT AND THAT COMMUNICATE WITH A PRIVATE GARAGE THROUGH OPENINGS SHALL BE CONSIDERED TO BE PART OF THE GARAGE. M1307.3

IF NEW, EXHAUST HOOD SYSTEM 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. IRC M1503.6

ANY NEW FIREPLACE SHALL BE ONE OF THE FOLLOWING WITH MANUFACTURERS INSTALLATION INSTRUCTIONS REQUIRED ON SITE AT TIME OF INSPECTIONS: A. A LISTED APPROVED GAS APPLIANCE OR GAS LOG. B. AN EPA PHASE II OR A COLORADO PHASE III APPROVED WOOD STOVE OR FIREPLACE INSERT. C. A SITE-BUILT FIREPLACE THAT COMPLIES WITH THE STATE OF COLORADO REGIONAL AIR QUALITY CONTROL COMMISSION REGULATIONS REGARDING AIR POLLUTION. EVIDENCE OF A CERTIFICATE ISSUED BY THE COLORADO REGIONAL AIR QUALITY CONTROL COMMISSION SHALL BE PROVIDED SHOWING THAT THE WOOD STOVE OR FIREPLACE COMPLIES WITH THEIR STANDARDS. D. AN ELECTRICAL DEVICE.

ELECTRICAL:

ALL ELECTRICAL RECEPTACLES LOCATED IN BATHROOMS, GARAGES, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENT AREAS, KITCHENS SERVING THE COUNTERTOPS, AND WITHIN 6’ OF THE OUTSIDE EDGE OF WET BAR SINKS MUST BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED. GFCI PROTECTION IS ALSO REQUIRED FOR ALL ELECTRICAL EQUIPMENT ASSOCIATED WITH SPA-TYPE BATHTUBS OR HOT TUBS. [ARTICLES 210.8(A), 680.42 AND 680.43, NEC]

LIGHT FIXTURES IN CLOSETS MUST BE SUITABLE FOR CLOSET STORAGE SPACE INSTALLATIONS. FIXTURES MUST BE LOCATED AT LEAST 6” FROM ANY POINT OF STORAGE (12” FOR SURFACE-MOUNTED INCANDESCENT OR LED LUMINAIRES). PENDANT-TYPE FIXTURES OR THOSE HAVING OPEN OR PARTIALLY OPEN LAMPS ARE PROHIBITED. [ARTICLE 410.16, NEC.]

ELECTRICAL RECEPTACLES MUST BE PROVIDED IN ALL HABITABLE ROOMS FOR EACH WALL SPACE 24” OR MORE IN WIDTH SO THAT NO POINT ALONG THE FLOOR LINE IS MORE THAN 6’ FROM A RECEPTACLE. [ARTICLE 210.52(A), NEC]

A SWITCH-CONTROLLED LIGHTING OUTLET IS REQUIRED FOR EACH HABITABLE ROOM. EXCEPT FOR KITCHENS AND BATHROOMS, A SWITCH-CONTROLLED RECEPTACLE IS PERMITTED IN LIEU OF A LIGHTING OUTLET.SWITCH- CONTROLLED LIGHTING OUTLETS ARE ALSO REQUIRED IN HALLWAYS, STAIRWAYS. UTILITY ROOMS AND BASEMENTS USED FOR STORAGE OR CONTAINING EQUIPMENT ALSO REQUIRED SWITCH-CONTROLLED LIGHTING OUTLETS. [ARTICLE 210.70(A) NEC]

ELECTRIC VEHICLE CHARGING:

EACH DWELLING UNIT WITH A DEDICATED ATTACHED OR DETACHED PARKINGGARAGE OR ON-SITE PARKING SPACES, SHALL BE PROVIDED WITH AT LEAST ONE ELECTRIC VEHICLE READY SPACE. THE BRANCH CIRCUIT SHALL BE IDENTIFIED AS 'EV READY' IN THE PANELBOARD DIRECTORY, AND THE TERMINATION LOCATION SHALL BE MARKED AS 'EV READY'.

STAIRS:

ALL STAIRS TO COMPLY WITH IRC SECTION R311.7, GUARDRAILS TO COMPLY WITH IRC SECTION R312.1, AND HANDRAILS TO COMPLY WITH IRC SECTION R311.7.8.

APPLICABLE CODES & DESIGN CRITERIACODE REFERENCES:

2018 INTERNATIONAL BUILDING CODE (IBC)2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2018 INTERNATIONAL PLUMBING CODE (IPC)2018 INTERNATIONAL MECHANICAL CODE (IMC)2018 INTERNATIONAL RESIDENTIAL CODE (IRC)2018 INTERNATIONAL FUEL GAS CODE (IFGC)2018 INTERNATIONAL FIRE CODE (IFC)2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2020 NATIONAL ELECTRIC CODE OR LATEST ADOPTED BY COLORADO (NEC)2019 DENVER GREEN CODE (VOLUNTARY) (DGC)ICC/ANSI A117.1-2009 AMERICAN NATIONAL STANDARD - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2010 DENVER ZONING CODE; AS AMENDED (DZC)2019 DENVER BUILDING AND FIRE CODE; AS AMENDED (DBC)2019 DMCA FOR SITE SPECIFIC LOADS

IECC COMPLIANCE METHOD:

(CHOOSE ONE)

PRESCRIPTIVE PATH (R-VALUE METHOD)PRESCRIPTIVE PATH (U-FACTOR ALTERNATIVE)PRESCRIPTIVE PATH (TOTAL UA ALTERNATIVE)SIMULATED PERFORMANCE PATH ALTERNATIVE (HERS)ENERGY RATING INDEX COMPLIANCE ALTERNATIVE (ERI)

CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:

WIND SPEED - 100 MPH, EXPOSURE C - 3 SECOND GUSTSEISMIC DESIGN CATEGORY - BFROST DEPTH - 36"BLOWER DOOR - 3 ACH @ 50 PASCAL MAXWINTER DESIGN TEMP - 1o

SUMMER DESIGN TEMP - 91o

GENERAL NOTES

DNDN

X XX X X X X X

XX

X

5' - 8 1/8"

(N) ATTACHED GARAGEVEHICLE STORAGE

760 GSF

APPR

OX.

62' -

6"

APPROX

132' - 6"

EX SETBACK

34' - 6 1/4"

(N) ADDITION118 GSF

46' - 4 1/2" 86' - 1 1/2"

132' - 6"

(E) UTILITY POLE

(E) URBAN HOUSESINGLE FAMILY RESIDENTIAL

2,179 GSF

(E) ADJACENT STONE RETAINING

WALL

DN DN

DN(N) CONC. PATIO WITH BRICK EDGES

(E) LIVING FENCE (HEDGES)

(E) BRICK WALL W/ WOOD SLAT ABOVE

(E) 3'-4' IRON FENCE

(E) BRICK RETAINING WALL


(E) BRICK WALL W/ WOOD SLAT ABOVE

A-2021

A-203

1

A-201

1

A-204 1

D-0062

D-005

2

D-006

1

(N) 6' BRICK WALL

(N) WOOD GATE

5' -

1"

7' -

7 1/

16"

2' -

0 5/

16"

28' -

5 1

1/16

"

3' -

0"56

' - 6

"3'

- 0"

12' - 0" 120' - 6"

65/3

5

5' - 0" 5301.19

5301.15

5288.90

5284.25

G-0041

G-004

2

G-004

3

(E) WINDOW WELL TO REMAIN

(N) WINDOW WELL

(N) CONC. WINDOW WELL

(N) H

EATE

D DR

IVEW

AY

(N) CONC. PATIO WITH BRICK EDGES

(N) SUNKEN CONC. PATIO

BUILT-IN GRILL

(N) SPORT COURT

(N) P

LANT

ER

DN

(N) FRONT PORCH W/ BRICK SITE WALLS AND STEPS

A-402

3

PROPOSED AC UNITS

SHEET NO.

OF - SHEETS

CO

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CT

SHEE

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DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

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0209

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03.2

82.0

787

3/16" = 1'-0"

3/8/2021 11:51:44 AM

PRO

POSE

D S

ITE

PLAN

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-0013/16" = 1'-0"1 SITE PLAN

1. VERIFY ALL DIMENSIONS.

2. EGRESS: BASEMENTS IN DWELLING UNITS AND EVERY SLEEPING ROOM BELOW THE FOURTH STORY SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD, OR EXIT COURT. THE EMERGENCY DOOR OR WINDOW SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS.

EXCEPTION: THE WINDOW OR DOOR MAY OPEN INTO AN ATRIUM COMPLYING WITH SECTION 402 PROVIDED THE WINDOW OR DOOR OPENS ONTO AN EXIT BALCONY AND THE DWELLING UNIT OR GUEST ROOM HAS AN EXIT WHICH DOES NOT OPEN INTO THE ATRIUM.

ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR.

General NotesELEVATION SCHEDULE

ELEVATION ARCH. ELEVATION SURVEY ELEVATIONMAIN LEVEL FFE 100' - 3/4"

T.O. FDN LOW 98' - 9 7/8"T.O. FOOTER BASEMENT 89' - 6 1/4"

T.O. FDN HIGH 99' - 9 3/4"B.O. FOOTER BASEMENT 88' - 8 1/4"MAIN LEVEL SUBFLOOR 100' - 0"

EXT. BASEMENT 92' - 1"NEW BASEMENT 89' - 10 1/4"

N

ESCAPE AND RESCUE WINDOWS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL HAVE A WINDOW WELL. WINDOW WELLS AT ESCAPE OR RESCUE WINDOWS SHALL COMPLY WITH THE FOLLOWING:

A. THE CLEAR HORIZONTAL DIMENSIONS SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET CLEAR OPENING OF 9 SQUARE FEET, WITH A MINIMUM DIMENSION OF 36 INCHES.

B. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STAIRS THAT ARE ACCESSIBLE WITH THE WINDOW IN THE FULLY OPEN POSITION. THE LADDER OR STAIRS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL BY MORE THAN 6 INCHES.

BARS, GRILLES, GRATES, OR SIMILAR DEVICES MAY BE INSTALLED ON EMERGENCY ESCAPE OR RESCUE WINDOWS, DOORS, OR WINDOW WELLS, PROVIDED THE DEVICES ARE EQUIPPED WITH APPROVED RELEASE MECHANISMS WHICH ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, AND THE BUILDING IS EQUIPPED WITH SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH THE 2007, IBC.

3. VAPOR BARRIER: BUILDER SHALL APPLY JUMBO-TEX BEFORE BRICK IS APPLIED.

4. CONTINUOUS PERIMETER DRAIN AROUND FOUNDATION, MIN. 1'-0" FROM OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING. 4" PERFORATED PIPE PLACED ON MIN. OF 2" CRUSHED ROCK AT LEAST ONE SIEVE SIZE LARGER THAN PERFORATION AND COVERED WITH NO LESS THAN 6" OF SAME MATERIAL.

5. 200 AMP SERVICE TO BE USED FOR ELECTRICAL SERVICE

6. ALL EXTERIOR WALLS WILL BE INSULATED WITH A MINIMUM OF AN R-20 BATT.

7. ATTIC WILL BE INSULATED WITH ICYENENE OR LIKE PRODUCT.

8. 1" WATER TAP WILL BE PROVIDED.

9. LS = LANDSCAPE. TO INCLUDE SOD, TREES, AND SHRUBS (TYP).

COMPLETED LOT COVERAGEName Area

0 SF0 SF

COMPLETED AREA SCHEDULEName Area

0 SF0 SF

LAND USE INFORMATION:

Project Address: 135 FRANKLIN ST, DENVER, CO 80206ZONING: U-SU-EWITHIN COUNTRY CLUB HISTORC DISTRICT BOUNDARYBuilding Form: Urban HouseSingle Family Residence

Applicant: John Mattingly (Applicant)

Lot Size: 8,250 SFMax Lot Coverage: 37.5% (3,094 SF)

FRONT 65% / REAR 35%MAX STORIES: 2.5 / 1MAX HEIGHT: 32'/17'

CODE REFERENCES:2018 INTERNATIONAL BUILDING CODE (IBC)2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2018 INTERNATIONAL PLUMBING CODE (IPC)2018 INTERNATIONAL MECHANICAL CODE (IMC)2018 INTERNATIONAL RESIDENTIAL CODE (IRC)2018 INTERNATIONAL FUEL GAS CODE (IFGC)2018 INTERNATIONAL FIRE CODE (IFC)2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2020 NATIONAL ELECTRIC CODE (NEC)ICC/ANSI A117.1-2009 AMERICAN NATIONAL STANDARD - ACCESSIBLE AND UABLE BUILDINGS AND FACILITIES2010 DENVER ZONING CODE2020 DENVER BUILDING CODE AMMENDMENTS2020 DMCA FOR SITE SPECIFIC LOADS

IECC COMPLIANCE:PERFORMANCE PATH (HERS REPORT)

CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:WIND SPEED - 100 MPH, EXPOSURE C - 3 SECOND GUSTSIESMIC DESIGN CATEGORY - BFROST DEPTH - 36"

NOT UP TO DATE

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"

FRONT BULK PLANE127' - 8 3/4"

(E) T.O. GARAGE PLATE104' - 0 3/4"

REAR BASELINE94' - 5 5/8"

FRONT BASELINE97' - 8 3/4"

REAR BULKPLANE111' - 5 5/8"

63' - 6 7/16"

29' - 0 9/16"34' - 5 13/16"

20' - 0 3/16"

WES

T PR

OPE

RTY

LINE

EAST

PRO

PERT

Y LI

NE 65/3

5

46' - 4 1/2"86' - 1 1/2"

33' - 2 5/16"35' - 9 5/16"

132' - 6"

12' - 9 3/16" 4 7/8"

(E) ALLEY94' - 10 15/16"

GARAGE STAIR LANDING99' - 4 1/4"

(N) GARAGE LOFT103' - 9 3/16"(N) GARAGE LOFT PLATE

102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"

SPORT COURT96' - 10 1/16"

SITE PLANTER BOX98' - 2"

MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"


T.O. STUDY PARAPET111' - 4"


17' -

0"

30' -

0"

45.00°45.00°

NORT

H PR

OPE

RTY

LINE

5' - 0"

5' - 0"

SOUT

H P

ROPE

RTY

LINE

SIDE

INTE

RIO

R

SIDE

INTE

RIO

R

MAX HEIGHT BULK PLANE

62' - 6"

14' - 6 3/16" 40' - 0 13/16" 7' - 11"

2' - 1" 12' - 5 1/8"

8" 1' - 0"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"


SITE PLANTER BOX98' - 2" MAIN FLOOR

100' - 0"

T.O. PLATE #2117' - 3 7/16"




NORT

H PR

OPE

RTY

LINE

SOUT

H P

ROPE

RTY

LINE


62' - 6"

5' - 1" 40' - 0 13/16" 17' - 4 3/16"

12' - 5 1/8" 4' - 11 1/16"

1' - 0" 8"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"






WES

T PR

OPE

RTY

LINE

EAST

PRO

PERT

Y LI

NE65/3

5

132' - 6"

35' - 3 1/4"64' - 7 7/16"32' - 7 5/16"

25' - 9 3/4"7' - 8 1/16"

1' - 9 7/16"

26' - 0 13/16"8' - 5"29' - 0 9/16"1' - 1"

1' - 11 3/16" 22' - 2 3/16" 1' - 11 7/16"

12' - 9 3/16"20' - 0 3/16"10 7/8"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



EXISTING BULK PLANE AND STORY VIOLATION TO

REMAIN

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

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DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

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JM

Cha

let

John

Mat

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3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/8" = 1'-0"

3/8/2021 11:53:05 AM

EXIS

TIN

G Z

ON

ING

ELEV

ATIO

NS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

G-003

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/8" = 1'-0"1 (E) NORTH ELEVATION ZONING

1/8" = 1'-0"2 (E) EAST ELEVATION ZONING1/8" = 1'-0"3 (E) WEST ELEVATION ZONING

1/8" = 1'-0"4 (E) SOUTH ELEVATION ZONING

MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"




17' -

0"

30' -

0"

45.00°45.00°

NORT

H PR

OPE

RTY

LINE

5' - 0"

5' - 0"

SOUT

H P

ROPE

RTY

LINE

SIDE

INTE

RIO

R

SIDE

INTE

RIO

R


62' - 6"

17' - 4 3/16" 40' - 0 13/16" 5' - 1"

4' - 11 1/16" 12' - 5 1/8"

8" 1' - 0"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"






63' - 6 7/16"

29' - 0 9/16"34' - 5 13/16"

WES

T PR

OPE

RTY

LINE

EAST

PRO

PERT

Y LI

NE 65/3

5

46' - 4 1/2"86' - 1 1/2"

34' - 5 5/16"34' - 6 1/4"

132' - 6"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"






WES

T PR

OPE

RTY

LINE

EAST

PRO

PERT

Y LI

NE65/3

5

132' - 6"

34' - 6 1/4"64' - 7 7/16"28' - 4 5/16"5' - 0"

26' - 0 13/16"8' - 5"29' - 0 9/16"1' - 1"

1' - 11 7/16"22' - 2 3/16"1' - 11 3/16"

17' -

0"

30' -

0"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



MAIN FLOOR100' - 0"

T.O. PLATE #2117' - 3 7/16"





NORT

H PR

OPE

RTY

LINE

SOUT

H P

ROPE

RTY

LINE


62' - 6"

5' - 1" 40' - 0 13/16" 17' - 4 3/16"

12' - 5 1/8" 4' - 11 1/16"

1' - 0" 8"

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



SHEET NO.

OF - SHEETS

CO

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DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

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JM

Cha

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Mat

tingl

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3-28

2-07

87

517

East

Baya

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venu

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r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/8" = 1'-0"

3/8/2021 11:53:11 AM

PRO

POSE

D Z

ON

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ELEV

ATIO

NS

135

FRAN

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06

G-004

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1/8" = 1'-0"1 (N) EAST ELEVATION ZONING

1/8" = 1'-0"2 (N) NORTH ELEVATION ZONING

1/8" = 1'-0"3 (N) SOUTH ELEVATION ZONING

1/8" = 1'-0"4 (N) WEST ELEVATION ZONING

DN

UPDN

D W

DN

12' - 9 3/16"

135 FRANKLIN STZONE DISTRICT: U-SU-ELOT = 8,250 (DENVER PROPERTY RECORDS)EXISTING URBAN HOUSE = 2,180 SFEXISTING GARAGE = 400 SFALLOWED LOT COVERAGE = 37.5%

MAX ALLOWED LOT COVERAGE = 8250 X .375 =3093.75 SFEXISTING LOT COVERAGE = 2180+400 = 2,580 SFADDITIONAL AREA ALLOWED = 513.75 SF

135 FRANKLIN STSINGLE FAMILY RESIDENTIALURBAN HOUSEFOOTPRINT = 2,180 SF

STORAGEDETACHED GARAGEFOOTPRINT = 400 SF

SITE

WID

TH

62' -

6"

SITE DEPTH

132' - 6"

APPROX

34' - 6 1/4"

(E) HVAC

(E) HVAC

46' - 4 1/2" 86' - 1 1/2"132' - 6"

(E) UTILITY POLE

(E) ADJACENT STONE RETAINING

WALL


W/ WOOD SLAT ABOVE

L-0072

L-006

1

L-007

1

L-006 2

(E) DRIVEWAY

(E) REAR PORCH

(E) REAR PATIO

(E) BRICK BUILT-IN GRILL AREA

(E) WOOD PERGOLA W/ BRICK COLUMNS

(E) FOUNTAIN

(E) F

RONT

PO

RCH

G-0032

G-003

1

G-003 3

G-003

4

SHEET NO.

OF - SHEETS

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DESIGNED BY:

SCALE:

CHECKED BY:

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DATE:

JM

JW

JM

Cha

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John

Mat

tingl

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3-28

2-07

87

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Baya

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0209

Phon

e: 3

03.2

82.0

787

3/16" = 1'-0"

3/8/2021 11:53:23 AM

EXIS

TIN

G S

ITE

PLAN

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-002

N

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

3/16" = 1'-0"1 EXISTING SITE PLAN

UP

(E) CRAWLSPACE ACCESS


FIREPLACE

ARM

OIR

W/ S

ECRE

T DO

OR

MECHANICAL ROOM

BSMT BEDROOM

WINE CELLAR

BSMT FOYER

FAMILY ROOM

BSMT BATH

BSMT CLOSET

(E) EJECTOR OR SUMP

(E) HVAC EQUIPMENT

(E) FURNACE COMBUSTION

INTAKE/EXHAUST

(E) HVAC EQUIPMENT

(E) WATER SHUTOFF

(E) UNVENTED CRAWLSPACE


L-006

1

L-007

1

L-006 2

63' - 6 7/16"

29' - 0 9/16" 34' - 5 13/16"

63' - 6 7/16"

29' - 0 9/16" 8' - 5" 1' - 11 3/16" 22' - 2 3/16" 1' - 11 7/16"

52' -

6"

12' -

5 1

/8"

40' -

0 1

3/16

"

52' -

6"

2' -

6 1/

8"20

' - 9

5/1

6"5'

- 2

3/8"

11' -

7 1

/16"

12' -

5 1

/8"

20' - 0 3/16"

20' -

0 5

/16"

G-003

1

G-003 3

G-003

4

SHEET NO.

OF - SHEETS

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NTA

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DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

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John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:53:25 AM

EXIS

TIN

G B

ASEM

ENT

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-003

N

1/4" = 1'-0"1 EXISTING BASEMENT

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

DN

UPDN

D W

DN DN 10"

(E) SEE-THRU FIREPLACE

(E) G

ATE

(E) BRICK BUILT-IN GRILL AREA

(E) WOOD PERGOLA W/ BRICK COLUMNS

RAD.

RAD.

(E) DRIVEWAY

(E) FOUNTAIN

DN

DNDN

L-0072

L-007

1

L-006 2

(E) HVAC

UTILITY ROOM

DINING ROOM

LIVING ROOM

STUDY

KITCHENENTRY FOYER

Room

MUD ROOM

FAMILY ROOM

20' - 0 3/16"

1' - 11 7/16"

40' -

0 1

3/16

"

(E) F

RONT

PO

RCH

G-0032

G-003

1

G-003 3

G-003

4

(E) HVAC

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

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TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:53:27 AM

EXIS

TIN

G M

AIN

FLO

OR

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-004

N

1/4" = 1'-0"1 EXISTING MAIN FLOOR

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

DN

DN

DN

DNDN

L-006

1

L-007

1

L-006 2

64' - 7 7/16"

1' - 1" 29' - 0 9/16" 34' - 6 1/16"

40' -

0 1

3/16

"

64' - 7 7/16"

1' - 1" 29' - 0 9/16" 8' - 5" 26' - 0 13/16"

40' -

0 1

3/16

"

5' -

6 3/

8"5'

- 5

9/16

"6'

- 9

7/8"

5' -

5 9/

16"

5' -

3"11

' - 6

7/1

6"

G-003

1

G-003 3

G-003

4

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:53:29 AM

EXIS

TIN

G U

PPER

LEVE

L

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-005

N

1/4" = 1'-0"1 EXISTING UPPER LEVEL

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

64' - 7 7/16"

1' - 1"29' - 0 9/16"34' - 5 13/16"

(E) NON-HISTORIC DOUBLE HUNG WINDOWS 20' - 0 3/16"

(E) NON-HISTORI C FRONT PORCH

(E) NON-HISTORIC PROJECTING BAY

(E) NON HISTORIC PORTICO

(E) ASPHALT ROOFING

(E) DETACHED GARAGE

53' - 6"

1' - 0" 2' - 6 1/8" 20' - 9 5/16" 5' - 3" 11' - 6 7/16" 12' - 5 1/8"

3' - 0 5/16" 17' - 9"

(E) NON-HISTORIC DOUBLE HUNG WINDOWS

(E) NON-HISTORIC BALCONIES


(E) NON HISTORIC PERGOLA


(E) ASPHALT ROOFING

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:53:32 AM

EXIS

TIN

G E

LEVA

TIO

NS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-006

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 (E) NORTH ELEVATION

1/4" = 1'-0"2 (E) WEST ELEVATION

(E) NON-HISTORI C FRONT PORCH


(E) NON HISTORIC PERGOLA

(E) NON-HISTORIC GRILL

20' - 0 3/16"

(E) NON-HISTORIC DOUBLE HUNG WINDOWS(E) NON-HISTORIC

BALCONIES (E) NON-HISTORIC PROJECTING BAY

(E) ASPHALT ROOFING

(E) DETACHED GARAGE


(E) NON-HISTORIC DOUBLE HUNG WINDOWS

(E) HISTORIC WINDOW SPREADMULL, CASING, AND SILL

(E) NON-HISTORIC SHUTTERS

(E) ASPHALT ROOFING

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:53:36 AM

EXIS

TIN

G E

LEVA

TIO

NS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-007

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 (E) SOUTH ELEVATION

1/4" = 1'-0"2 (E) EAST ELEVATION

DN

YELLOW INDICATES AREAS TO BE DEMO'D

DEMO (E) FRONT PORCH AND PORTICO

DEMO (E) PROJECTING

BAY

DEMO (E) REAR PATIO

DEMO (E) PERGOLA

DEMO (E) BRICK BUILT-IN GRILL

DEMO (E) BRICK SITE

WALL

DEMO (E) REAR PATIO

DEMO (E) DETACHED GARAGE

DEMO ROOF FINISH TO REPLACE

DEMO ALL (E) NON-HISTORIC WINDOWS TO BE REPLACED

(E) HISTORIC SPREAD MULL AND EXTERIOR CASINGS, SILLS AND TRIM TO REMAIN

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/16" = 1'-0"

3/8/2021 11:52:36 AM

DEM

O S

ITE

PLAN

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-001

3/16" = 1'-0"1 DEMO SITE PLANN

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

UP

A-203

1

A-201

1

D-005

2

D-006

1

DEMO (E) FOUNDATION

WALL

DEMO (E) INTERIOR WALLS, INDICATED IN YELLOW




G-004

2

G-004

3

P-1004

P-100

5

P-1003 2I-400

1

3

2

4

I-400

6

7

58

A-402

3

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:37 AM

DEM

O B

ASEM

ENT

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-002

1/4" = 1'-0"1 DEMO BASEMENT

N

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

DN

UPDN

D W

DN

DEMO (E) PROJECTING

BAY

DEMO (E) REAR PATIO

DEMO (E) PERGOLA


DEMO (E) REAR PATIO



DEMO (E) FLOOR

DEMO (E) KITCHENDEMO (E) FRONT PORCH AND PORTICO



DEMO (E) EXTERIOR

WALL


SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:39 AM

DEM

O M

AIN

FLO

OR

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-003

1/4" = 1'-0"1 DEMO MAIN FLOOR

N

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

DN

DN

A-203

1

A-201

1

A-204 1

D-005

2

D-006

1

D-005 1


DEMO (E) STAIR LANDING

DEMO (E) BALCONY RAILINGS




G-004

2

G-004

3

P-1026

P-102

2

P-102

3

P-102

4

P-102

5

A-402

3

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:41 AM

DEM

O U

PPER

LEV

EL

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-004

1/4" = 1'-0"1 DEMO UPPER LEVEL

N

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

DEMO (E) PERGOLA





DEMO (E) PROJECTING BAY

DEMO (E) EXTERIOR

WALL

DEMO (E) ROOF

FINISH TO REPLACE

DEMO (E) BALCONIES



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"








DEMO (E) EXTERIOR WALL TO PLACE (N) WINDOW

DEMO (E) REAR PATIO

DEMO (E) ROOF FINISH TO REPLACE

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:48 AM

DEM

O E

LEVA

TIO

NS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-005

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 WEST ELEVATION DEMO

1/4" = 1'-0"2 NORTH ELEVATION DEMO

EAST

PRO

PERT

Y LI

NE







DEMO (E) EXTERIOR WALLS TO PLACE (N)

WINDOW

DEMO (E) PERGOLA

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



YELLOW INDICATES AREAS TO BE

DEMO'D


(E) HISTORIC SPREAD MULL AND EXTERIOR CASINGS, SILLS AND TRIM TO

REMAIN



(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:52 AM

DEM

O E

LEVA

TIO

NS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

D-006

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 SOUTH ELEVATION DEMO

1/4" = 1'-0"2 EAST ELEVATION DEMO

UP

UP

FURN

WH WH

STORAGE/MECH.


FIREPLACE

(E) HVAC EQUIPMENT

(E) WATER SHUTOFF


V.I.F FURRED WALL BEYOND FOUNDATION

(N) ATTACHED GARAGE CRAWLSPACE

A-2021

A-203

1

A-201

1

A-204 1

WORKOUT

REC. ROOM

WIN

E CE

LLAR

4' -

6"

7' -

9 1/

16"

6' -

4"

G-0041

G-004

2

G-004

3

92' - 11 1/8"

23' - 8 9/16" 34' - 8 11/16" 34' - 5 13/16"

55' -

6 5

/8"

12' -

5 1

/8"

40' -

0 1

3/16

"3'

- 0

5/8"

92' - 11 1/8"

23' - 7 15/16" 34' - 9 5/16" 3' - 0" 7' - 4 3/16" 22' - 2 3/16" 1' - 11 7/16"

55' -

6 5

/8"

26' -

3 7

/16"

5' -

3 5/

8"4

15/1

6"7'

- 6

3/8"

3' -

7 1/

8"12

' - 5

1/8

"

SUM

P

FALS

E BU

ILT

IN T

O H

IDE

SUM

P

BUIL

T IN

DESK BEDROOM 5

BATH 5

Room

BEDROOM 4

BATH 4

CLOSET 4

BASEMENT POWDER

BASEMENT STAIR HALL

I-400

1

3

2

4

I-400

6

7

58

003

DH 2454

004

DH 2454

005

DH 5454

002

DH 2454

001

DH 2454

A-402

3

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:51:48 AM

PRO

POSE

D F

LOO

RPL

AN B

ASEM

ENT

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-101

N

1/4" = 1'-0"1 FLOOR PLAN - BASEMENT

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

STEP

DN

DNDN

WD

UP

ICE

DNDN

UP

?FLOOR:?WALL:?CEILING:?

46' - 4 1/2"

FRO

NT 6

5%/R

EAR

35%

ALLE

Y

100.00

99.08

(E) SEE-THRU FIREPLACE

DW30" FRZ

30" REF

DW

5' - 0"

A-203

1

A-201

1

A-204 1

D-005

2

D-006

1

1/4" / 1'-0"

DOG DOOR

(N) H

EATE

D DR

IVEW

AY

(N) AC UNITS

BUIL

T-IN

SAF

E

KITCHENFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

GREAT ROOMFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

MUDROOMPODWERFLOOR:TILEWALL:VERT. V-GROOVECEILING:LVL 5

B. PANTRYFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

DINING ROOMFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

ENTRY POWDERFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

ENTRYFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

PARLORFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

STUDYFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

G-004

2

G-004

3

DN (N) CONC. PATIO WITH BRICK EDGES

(N) CONC. WINDOW WELL

(N) CONC. PATIO WITH BRICK EDGES

(N) SUNKEN CONC. PATIO

BUIL

T-IN

GRI

LL

23' - 9 3/16" 34' - 8 11/16" 34' - 5 13/16"

92' - 11 3/4"

55' -

6 5

/8"

3' -

0 5/

8"40

' - 0

13/

16"

12' -

5 1

/8"

2' -

6 1/

8"92' - 11 3/4"

23' - 9 3/16" 34' - 8 11/16" 8' - 5" 1' - 11 3/16" 22' - 2 3/16" 1' - 11 7/16"

55' -

6 5

/8"

32' -

0"

23' -

6 1

1/16

"

2' -

0"18

' - 0

"2'

- 0"

8' -

0"2'

- 0"

LADDER TO GARAGE LOFT

(N) SPORT COURT

(N) P

LANT

ER

TROUGH SINK

DN

BEV.

15" S

INK

25" C

ABIN

ET

BASE

FO

R AP

PLIA

NCE

122

DH 2454

105

DH 2454

103

DH 2454

102

DH 2454

101

DH 2454

118

DH 5454

119

DH 5454

100

DH 2454

123

DH 2442

104

DH 2454

116

DH 2454

117

DH 2454

114

DH 2454

115

DH 2454

121

DH 2454

120

DH 2454

111

DH 2454

110

DH 2454

109

DH 2454

108

DH 2454

107

DH 2454

106

DH 2454

113

DH 2454

112

DH 2454

A-402

3

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:51:52 AM

PRO

POSE

D F

LOO

RPL

AN M

AIN

FLO

OR

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-102

N

1/4" = 1'-0"1 FLOOR PLAN - MAIN FLOOR

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

W D

DN

BEDROOM 2FLOOR:ConcWALL:LVL 5CEILING:LVL 5

UPPER LAUNDRYFLOOR:TILEWALL:LVL 5CEILING:LVL 5

BEDROOM 3FLOOR:CARPETWALL:LVL 5CEILING:LVL 5

UPPER STAIR LANDING

BEDROOM 1FLOOR:CARPETWALL:LVL 5CEILING:LVL 5

MASTER BEDROOMFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

RAD

RAD

DN

A-203

1

A-201

1

A-204 1

D-005

2

D-006

1

D-005 1

TV/DESK

ELEC

TRIC

HEA

T

TOTO DUAL PURPOSE

BUIL

T-IN

SAF

E

24" B

UILT

-IN

CLO

SETS

24" B

UILT

-INS

G-004

2

G-004

3

MASTER BATHFLOOR:TileWALL:LVL 5CEILING:LVL 5

HIS CLOSETFLOOR:CARPETWALL:LVL 5CEILING:LVL 5

W.C.FLOOR:TILEWALL:LVL 5CEILING:LVL 5

SHOWERFLOOR:TILEWALL:TILECEILING:TILE

MASTER VESTFLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

HER CLOSETFLOOR:CARPETWALL:LVL 5CEILING:LVL 5

BATH 1FLOOR:TILEWALL:LVL 5CEILING:LVL 5

BATH 2FLOOR:HARDWOODWALL:LVL 5CEILING:LVL 5

BATH 3FLOOR:TILEWALL:LVL 5CEILING:LVL 5

LOFT

24" BUILT-IN CLOSETS

24" BUILT-IN CLOSETS

WINDOW SEAT

HANDSHOWER

NICHE

211

DH 2454

210

DH 2454

221

DH 2454

201

DH 2454

202

DH 2454

203

DH 2454

207

DH 2454

218

DH 5454

222

DH 5454

200

DH 5454

223

DH 2454

224

DH 2454

204

DH 2454

209

DH 2454

208

DH 2454

213

DH 2454

212

DH 2454

215

DH 2454

214

DH 2454

216

DH 2454

217

DH 2454

220

DH 2454

219

DH 2454

206

DH 2454

205

DH 2454

A-402

3

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:51:55 AM

PRO

POSE

D F

LOO

RPL

AN U

PPER

LEV

EL

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-103

1/4" = 1'-0"1 FLOOR PLAN - UPPER LEVEL

N

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

(E) ROOF SLOPES TO REMAINDEMO (E) ROOF FINISH TO REPLACE

6" /

1'-0

"

6" /

1'-0

"

5 1/2" / 1'-0" 5 1/2" / 1'-0"

95' - 5 3/4"

28' - 11 5/16" 29' - 0 1/4" 37' - 6 1/8"

43' -

0 1

3/16

"

95' - 5 3/4"

25' - 9 3/16" 3' - 2 1/8" 29' - 0 1/4" 8' - 5 5/16" 29' - 0 13/16"

3' - 0 5/8" 22' - 11 1/4" 3' - 0 15/16"

34' -

0"

5" /

1'-0

"

LOW SLOPE MEMBRANE

ROOFING

PROPOSED EXISTING

5" /

1'-0

"

6 1/2" / 1'-0"

6 1/2" / 1'-0"

6" /

1'-0

"

6" /

1'-0

"

6 1/4 " / 1'-0 "

4" /

1'-0

"

4" / 1'-0"

1 3/4" / 1'-0"

6 1/4" / 1'-0"

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:03 AM

PRO

POSE

D R

OO

FPL

AN

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-108

N

1/4" = 1'-0"1 ROOF PLAN

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

EXISTING PROPOSED

(E) CORNICE TO REMAIN

6" HALF ROUNDCOPPER GUTTERS TO REPLACE (E)

ALL (E) NON-HISTORIC WINDOWS TO BE REPLACED

(E) HISTORIC AND EXTERIOR CASINGS, SILLS AND TRIM TO REMAIN

(E) BRICK TO REMAIN

(N) REAR PATIO WITH SUNKED AREA FOR BUILT-IN GRILL

(N) ATTACHED GARAGE

TRIM AT GARAGE TO RESEMBLE

MAIN HOUSE

6" HALFROUND

BRONZE GUTTER AT

GARAGE

5 1/2" / 1'-0" 5 1/2" / 1'-0"

6" /

1'-0

"

MAN DOOR

6' BRICK SITE WALL WITH

CAST STONE CAPS

(E) ROOF FINISH TO BE REPLACED WITH CEDAR SHAKE ROOFING

(N) FRONT PORCHHARD PRESSED BRICK AT ADDITION TO MATCH (E)

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:10 AM

PRO

POSE

D E

XTER

IOR

ELEV

ATIO

NS

-SO

UTH

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-201

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION

(E) TRIM TO REMAIN (N) FAN WINDOW INSERTED AT ELLIPTICAL ARCH


(N) FRONT PORCH




(E) BRICK TO REMAIN


A-4022

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:13 AM

PRO

POSE

D E

XTER

IOR

ELEV

ATIO

NS

-EAS

T

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-202

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 PROPOSED EAST ELEVATION

EXISTING PROPOSED

(N) ATTACHED GARAGE

TRIM AT GARAGE TO RESEMBLE MAIN HOUSE

6" HALFROUND BRONZE GUTTER AT GARAGE




(E) HISTORIC AND EXTERIOR CASINGS, SILLS AND TRIM TO

REMAIN

(E) BRICK TO REMAIN


(N) FRONT PORCH

6" /

1'-0

"

HARD PRESSED BRICK AT ADDITION TO MATCH (E)

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:16 AM

PRO

POSE

D E

XTER

IOR

ELEV

ATIO

NS

-NO

RTH

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-203

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 PROPOSED NORTH ELEVATION

6'-0" BRICK SITE WALL WITH COLUMNS AND CAST STONE CAPS

6' -

0"

6" / 1'-0" 6" / 1'-0"

5 1/

2" /

1'-0

"





(E) BRICK TO REMAIN


HARD PRESSED BRICK AT ADDITION

TO MATCH (E)

(E) ALLEY94' - 10 15/16"



102' - 10 15/16"

(E) MASTER T. O. P.108' - 10 1/16"



SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1/4" = 1'-0"

3/8/2021 11:52:19 AM

PRO

POSE

D E

XTER

IOR

ELEV

ATIO

NS

-WES

T

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-204

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/4" = 1'-0"1 PROPOSED WEST ELEVATION

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/8/2021 11:52:19 AM

SCH

EDU

LES

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-205

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

WINDOW SCHEDULE - BASEMENT

MARK TYPESIZE

ROOM MANUFACTURERW H001 DH 24 54 SIERRA PACIFIC002 DH 24 54 BEDROOM 4 SIERRA PACIFIC003 DH 24 54 STORAGE/MECH. SIERRA PACIFIC004 DH 24 54 WORKOUT SIERRA PACIFIC005 DH 54 54 REC. ROOM SIERRA PACIFIC

WINDOW SCHEDULE - MAIN FLOOR

MARK TYPESIZE

ROOM MANUFACTURERW H100 DH 24 54 SIERRA PACIFIC101 DH 24 54 GREAT ROOM SIERRA PACIFIC102 DH 24 54 GREAT ROOM SIERRA PACIFIC103 DH 24 54 GREAT ROOM SIERRA PACIFIC104 DH 24 54 KITCHEN SIERRA PACIFIC105 DH 24 54 B. PANTRY SIERRA PACIFIC106 DH 24 54 DINING ROOM SIERRA PACIFIC107 DH 24 54 DINING ROOM SIERRA PACIFIC108 DH 24 54 DINING ROOM SIERRA PACIFIC109 DH 24 54 DINING ROOM SIERRA PACIFIC110 DH 24 54 PARLOR SIERRA PACIFIC111 DH 24 54 PARLOR SIERRA PACIFIC112 DH 24 54 STUDY SIERRA PACIFIC113 DH 24 54 STUDY SIERRA PACIFIC114 DH 24 54 STUDY SIERRA PACIFIC115 DH 24 54 STUDY SIERRA PACIFIC116 DH 24 54 STUDY SIERRA PACIFIC118 DH 54 54 STUDY SIERRA PACIFIC119 DH 54 54 PARLOR SIERRA PACIFIC120 DH 24 54 KITCHEN SIERRA PACIFIC121 DH 24 54 KITCHEN SIERRA PACIFIC122 DH 24 54 KITCHEN SIERRA PACIFIC123 DH 24 42 SIERRA PACIFIC

WINDOW SCHEDULE - UPPER LEVEL

MARK TYPESIZE

ROOM MANUFACTURERW H200 DH 54 54 MASTER BATH SIERRA PACIFIC201 DH 24 54 MASTER BATH SIERRA PACIFIC202 DH 24 54 MASTER

BEDROOMSIERRA PACIFIC

203 DH 24 54 MASTERBEDROOM

SIERRA PACIFIC

204 DH 24 54 BATH 1 SIERRA PACIFIC206 DH 24 54 BEDROOM 1 SIERRA PACIFIC208 DH 24 54 BEDROOM 2 SIERRA PACIFIC209 DH 24 54 BEDROOM 2 SIERRA PACIFIC210 DH 24 54 BATH 2 SIERRA PACIFIC211 DH 24 54 UPPER LAUNDRY SIERRA PACIFIC212 DH 24 54 BATH 3 SIERRA PACIFIC213 DH 24 54 BATH 3 SIERRA PACIFIC214 DH 24 54 BATH 3 SIERRA PACIFIC215 DH 24 54 BATH 3 SIERRA PACIFIC216 DH 24 54 BEDROOM 3 SIERRA PACIFIC217 DH 24 54 BEDROOM 3 SIERRA PACIFIC218 DH 54 54 BEDROOM 3 SIERRA PACIFIC219 DH 24 54 MASTER VEST SIERRA PACIFIC220 DH 24 54 MASTER VEST SIERRA PACIFIC221 DH 24 54 MASTER VEST SIERRA PACIFIC222 DH 54 54 MASTER

BEDROOMSIERRA PACIFIC

223 DH 24 54 HIS CLOSET SIERRA PACIFIC224 DH 24 54 MASTER BATH SIERRA PACIFIC

EXTERIOR DOOR SCHEDULEMark Type Jamb Manufacturer Notes

100 36" x 84" BID TO RMCD FRONT DOOR, ELLIPTICAL FAN LIGHT AND SIDE LIGHTS MULLED AS ONE101 5/0 x 7/0 4 9/16" SIERRA PACIFIC102 5/0 x 7/0 4 9/16" SIERRA PACIFIC103 5/0 x 7/0 4 9/16" SIERRA PACIFIC104 2/8 x 7/0 4 9/16" SIERRA PACIFIC105 8/0x7/0 BID TO ANKMAR PARK HILL SERIES, CASCADE PLAIN, PAINT GRADE CEDAR NO WINDOWS106 18/0 x 7/0 BID TO ANKMAR PARK HILL SERIES, CASCADE PLAIN, PAINT GRADE CEDAR NO WINDOWS107 12" x 84"108 12" x 84"

PROPOSED EGRESS WELL

4"4'

- 6"

2' -

3"

8"

MIN. CODE REQUIREMENT

3' - 0"

6"6"

MIN

MIN4"

COMPACTED GRAVEL, 10:1

MIN SLOPE

NOTE: NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE PERIMETER DRAIN. IF CONNECTED TO PERIMETER DRAIN IT MAY SERVE AS AN OVERFLOW DRAIN ONLY. THE DRAINS MUST BE A MINIMUM OF 6" ABOVE THE COMPACTED EARTH AND 6' BELOW THE BOTTOM OF THE WINDOW

LADDER SHALL NOT ENCROACH INTO REQUIRED WINDOW WELL DIMENSIONS BY MORE THAN 6". LADDER CLEARANCE AT LEAST 3" FROM WALL, 6" MAX. RUNG SPACING NOT MORE THAN 18" O.C. VERTICALLY. SIDE RAIL INSIDE WIDTH 12" MIN. 12" MAX TO FIRST RUNG

WIN

DO

W

MAX

SIL

L H

EIG

HT

3' -

8"

12" M

AX T

O F

IRST

RU

NG

1' -

0"

3" MIN, 6" MAX3"

PROPOSED METAL EGRESS WELL

4"4'

- 6"

2' -

3"

1"

MIN. CODE REQUIREMENT

3' - 0"

6"6"

MIN

MIN4"

COMPACTED GRAVEL, 10:1

MIN SLOPE

NOTE: NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE PERIMETER DRAIN. IF CONNECTED TO PERIMETER DRAIN IT MAY SERVE AS AN OVERFLOW DRAIN ONLY. THE DRAINS MUST BE A MINIMUM OF 6" ABOVE THE COMPACTED EARTH AND 6' BELOW THE BOTTOM OF THE WINDOW

LADDER SHALL NOT ENCROACH INTO REQUIRED WINDOW WELL DIMENSIONS BY MORE THAN 6". LADDER CLEARANCE AT LEAST 3" FROM WALL, 6" MAX. RUNG SPACING NOT MORE THAN 18" O.C. VERTICALLY. SIDE RAIL INSIDE WIDTH 12" MIN. 12" MAX TO FIRST RUNG

WIN

DO

W

MAX

SIL

L H

EIG

HT

3' -

8"

12" M

AX T

O F

IRST

RU

NG

1' -

0"

3" MIN, 6" MAX3"

MAIN FLOOR100' - 0"


1' -

9"

10' - 3 5/16"

8' -

0"

10"

DIVIDED LITE PROFILE TO MATCH REPLACED WINDOWS AT HOUSE

RAISED PANEL SOLID WOOD FRONT DOOR

SIDE LIGHTS WITH RAISED PANEL DETAIL

ELLIPTICAL FAN WINDOW TO MULLED WITH FRONT DOOR BY DOOR FABRICATOR

(E) TRIM TO REMAIN (N) FAN WINDOW INSERTED AT

ELLIPTICAL ARCH

1' - 4"1' - 4"

1' -

9"

5 13

/16"

5 13

/16"

5 13

/16"

STAIR BEYOND

3" CAST STONE CAP

HARD PRESSED BRICK TO MATCH EXISTING

NEW ENTRY FENESTRATION; RE: ELEVATION 2/A-402

7' - 4"

4' - 10" 10" 1' - 8"

3"

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

As indicated

3/8/2021 11:52:22 AM

EXTE

RIO

R D

ETAI

LS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

A-402

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1/2" = 1'-0"1 PROPOSED EGRESS WELL

3/4" = 1'-0"2 FRONT DOOR DETAIL

1/2" = 1'-0"3 FRONT ENTRY SIDE DETAIL

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/8/2021 11:53:15 AM

EXIS

TIN

G C

ON

DIT

ION

S

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-001

EAST ELEVATION NORTH ELEVATION

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

WEST ELEVATION SOUTH ELEVATION

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/8/2021 11:53:19 AM

EXIS

TIN

G W

IND

OW

SAN

D D

OO

RS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-001A

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

EXISTING NON-HISTORIC ALUMINUM CLAD WINDOWS

EXISTING NON-HISTORIC ALUMINUM CLAD DOORS

HISTORIC BRICK MOLD PACKED OUT TO RECEIVE ALUMINUM

CLAD WINDOWS

HISTORIC BRICK MOLD PACKED OUT TO RECEIVE ALUMINUM

CLAD WINDOWS

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/8/2021 11:53:20 AM

EXIS

TIN

G C

ON

DIT

ION

S

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-001B

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

EXISTING NON-HISTORIC GARAGE TO BE DEMO'D

SOUTH ELEVATION

NORTH ELEVATION

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

3/8/2021 11:53:37 AM

MAT

ERIA

L PA

LETT

E

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-008

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

COPPER, 6" HALF ROUND GUTTER, 4" DOWNSPOUTS

GLAZING SPECIFICATION:

3/4" 2 PANE LoE TYPE VISIBLE LIGHT SOLAR U-FACTOR

LoE-366 #2 / i89 #4 TRANSMITTANCE: 63% SHGC:0.27 ARGON FILLED: 0.20REFLECTANCE: 11%

HARD PRESSED BRICK TO MATCH (E) AT ADDITION

CEDUR SHAKES SYNTHETIC COMPOSTE CEDAR SHAKE ROOFING MATERIAL, IN "SHILOH" STRAIGHT EDGE INSTALLATION

SIERRA PACIFC WINDOW COLOR: "FRENCH LINEN" , SEE L-010 FOR ALUMINUM CLAD AND SIMULATED DIVIDEDLITE DETAIL

BRICK

AIR GAP

SHEATHING

STUD WALL

GYP. BD.SHIM SPACE

RE: WINDOW SCHEDULE

RE: WINDOW SCHEDULE FOR TYPE AND SIZE

WINDOW SILL (RE: ELEVATIONS)

WINDOW LINTEL (RE: ELEVATIONS)

MIN

3 5/

8"

PATCH & REPAIR (E) PLASTER FINISH

INTERIOR TRIM RE: I-500

SCREEN (OPTIONAL)

FLASHING

ALUMINUM CLAD WOOD WINDOW

2X2 BRICKMOLD;MATCH EXISTING

(E) STEEL LINTEL

(E) DOUBLE WYTHE BRICK

2X2 BRICKMOLD;MATCH EXISTING

(E) DOUBLE WYTHE BRICK


(E) BRICK SILL


HEAD DETAIL

SILL DETAIL

JAMB DETAIL

INTERIOR TRIM;RE: I-500

MULL DETAIL

3 5/8"

INTERIOR TRIM RE: I-500


3 5/

8"

2X6 SPREAD MULL

INTERIOR TRIM; RE: I-500


DRIP EDGE

3 5/8"

SHEET NO.

OF - SHEETS

CO

NTA

CT

SHEE

T D

ESC

RIP

TIO

N

DESIGNED BY:

SCALE:

CHECKED BY:

DRAWN BY:

DATE:

JM

JW

JM

Cha

let

John

Mat

tingl

y30

3-28

2-07

87

517

East

Baya

ud A

venu

eD

enve

r, Co

lora

do 8

0209

Phon

e: 3

03.2

82.0

787

1 1/2" = 1'-0"

3/8/2021 11:53:39 AM

EXTE

RIO

R D

ETAI

LS

135

FRAN

KLIN

ST,

DEN

VER

, CO

802

06

L-0107/8" PUTTY SIERRA PACIFIC SIMULATED DIVIDED LITE FOR WINDOWS AND DOORS

ALUMINUM CLAD EXTERIOR

SHADOW BAR BETWEEN GLASS

WOOD INTERIOR SIMULITE BAR

INSULATED GLASS

REPLACEMENT AND NEWWINDOW SECTION

REPLACEMENT WINDOWS WILL BE ALUMINUM CLAD WOOD

1 1/2" = 1'-0"1 EXTERIOR - WINDOW DETAIL

SIERRA PACIFIC DOOR SECTIONS

REPLACEMENT DOORS WILL BE ALUMINUM CLAD WOOD

REVI

SIO

NSNO

.DA

TEDE

S CRI

PTI O

N

1 1/2" = 1'-0"2 WINDOW - NEW IN (E) BRICK

GLAZING SPECIFICATION:

3/4" 2 PANE LoE TYPE VISIBLE LIGHT SOLAR U-FACTOR

LoE-366 #2 / i89 #4 TRANSMITTANCE: 63% SHGC:0.27 ARGON FILLED: 0.20REFLECTANCE: 11%

Beautiful wood look

Low maintenance

No splitting, rotting, decaying, insect or debris build up

Natural movement is designed into our product to give your roof the

natural cedar shake appearance

Energy e�cient: R-Value in excess of 2.0 provides added roof insulation

Stunning curb appeal - unique grain patterns, color, and texture

Insurance savings - potential reductions in homeowners insurance cost

Cool Roof Rated Product available (Golden Cedar) - Title 24 compliant

Molded from natural cedar shakes with 5”, 7”, and 12” shakes

3/4” in. butt provides incredible depth and shadow lines

Solid product - color throughout - no cavity back

Very low water absorption - resists freeze/thaw cycles

State-of-the-Art Polyurethane Technology

Ages to beautiful natural wood tones

Installs like natural cedar shakes

Wind resistant - certified to 115 mph wind (warrantied to 90 mph) - please

inquire if your area requires a higher wind rating

Lighweight - only 170 pounds per square

50 Year Limited Material Warranty

Class 4 Impact Rating (best rating)

Class A Fire Rating (best rating) - proprietary fire retardant system

No fire resistant underlayment needed to achieve Class A Fire Rating

UltimatePerformanceGlassfor AllClimates

A CARDINAL GLASS INDUSTRIES COMPANYENGINEERING THE FUTURE OF COATED GLASS

Beats the heat.Keeps the view.

When the temperature soars, ordinary window glass just can’t handle the heat. And tinted glass spoils the view. Cardinal Loå³-366, however, has been specially formulated to reject the sun’s heat without affecting the view. It lets more light in and keeps more heat out. So your home stays cool and comfortable. Our patented Loå³-366 coating provides the ultimate in performance of all our Loå products.

What’s more, Loå³-366 provides exceptional fading protection as well. It blocks 95% of the sun’s damaging ultraviolet rays (a leading cause of fading), so it will help your furniture, carpets, curtains and wall coverings stay beautiful for years to come.

Cardinal Loå³-366® glass is the ultimate performance glass. It just might make all other low-e glass obsolete. Loå³-366 delivers the ideal balance of solar control and high visibility. And it provides the highest levels of year-round comfort and energy savings. It’s also the one glass you can use to be compliant in every ENERGY STAR zone – in a double-pane window. Couple it with Loå-i89®, and you’re compliant in the North. Its low SHGC makes it compliant throughout the rest of the country as well. It’s the perfect glass wherever you live.

INSIDE GLASS AND OUTSIDE TEMPERATURESThe table below compares the room-side center of glass temperatures of different glass types against two different winter conditions.

The superior insulating capability of Cardinal Loå³-366 is a key factor in the construction of comfortable windows for cold climates. The dramatic comfort improvement from windows with warm glass surfaces also means the relative humidity of the indoor air can be controlled and maintained properly. Proper humidity levels (not too much, not too little) will improve comfort and promote a healthier living environment.

A unique triple-layer coating.

For years, Cardinal has been setting the standard for energy efficient glass. Top-of-the-line residential window and door manufacturers all rely on our high quality. Our patent-ed state-of-the-art sputter coating processes are unmatched by any other glass manufacturer.

Now we’ve raised the bar. Loå³-366 adds a third layer of silver coating. Result: a clear coating that blocks even more solar gain, reflects heat, and lets the light stream in. Loå³-366 actually outperforms the tinted glass often used in warm climates.

It’s the perfectcold remedy

During cold weather, the insulating effect of your windows has a direct impact on how your rooms feel. Typically, 75% of the exposed surface of a window is glass, and the temperature of the room-side of the glass directly affects the air temperature in the room. The better insulated the window glass, the warmer your room will be.

In fact, the Efficient Windows Collaborative (www.efficientwin-dows.org) suggests that when glass surface temperatures fall below 52°F, there is a risk of thermal discomfort. To maintain the best comfort during the winter, select a glass product that produc-es surface temperatures that will stay above this point during the coldest outdoor conditions.

IG TYPE AND COATING

OUTSIDE TEMPERATURES

VERY COLD OUTSIDE-20ºF (-30ºC)

COLD OUTSIDE20ºF (-10ºC)

INSIDE TEMPERATURES

Single-pane, Clear 0ºF (-19ºC) 31ºF (-3ºC)

Double-pane, Clear 37ºF (2ºC) 51ºF (9ºC)

Ordinary low-e (air fill) 46ºF (7ºC) 57ºF (13ºC)

Loå3-366 (air fill) 49ºF (9ºC) 58ºF (14ºC)

Loå3-366 (argon fill) 52ºF (11ºC) 60ºF (15ºC)

Loå3-366

Ordinary Low-E Glass

2 Pane Clear Glass

ENERGY STAR, everywhere.

The goal of the ENERGY STAR Windows program is to be better than code. Loå³-366 is the one low-E product that can qualify in all four climate zones: superior insulating value in the North, and clear solar control for everywhere else in the country.

Loå³-366 - Your choice for all seasons.

Loå³-366 is the ultimate performance glass, with energy savings throughout the year, in every part of the country. All with exceptional visibility. It’s the perfect glass wherever you live.

Loå³-366 can be purchased in hurricane-resistant laminated glass, as well as in a variety of shapes and sizes.

To learn more about Loå³-366 and other Cardinal glass products, ask your window manufacturer, contractor or architect.

GLASS PERFORMANCE

775 Prairie Center Drive, Eden Prairie, MN 55344 cardinalcorp.com

IG TYPE AND COATING VISIBLE LIGHT FADE

TRANSMISSION SOLAR U-FACTOR

TRANSMIT-TANCE

EXTERNAL REFLECTANCE

INTERNAL REFLECTANCE UV ISO HEAT GAIN

COEFFICIENT AIR FILL

IP / SIARGON FILL

IP / SI

Single-pane, Clear 90% 8% 8% 0.71 0.84 0.86 1.04 / 5.91 —

Double-pane, Clear 82% 15% 15% 0.58 0.75 0.78 0.48 / 2.73 —

Ordinary low-e 76% 17% 17% 0.50 0.68 0.72 0.34 / 1.93 0.30 / 1.70

Loå3-366 65% 11% 12% 0.05 0.43 0.27 0.29 / 1.65 0.24 / 1.36

Community Planning & Development Addition and Garage Checklist

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