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Home My WebLink AboutDRB18-0211_Approved Plans_1527865185.pdfUP 330.6 SF APT 7 378.7 SF APT 10 599.9 SF GARAGE MECH. 1 1251.1 SF APT 8 & 11 34.4 SF APT 9 ACCESS 34.4 SF APT 12 ACCESS 1 372.2 SF APT 9 372.2 SF APT 12 1320 SF SITE COVERAGE EXIST 51.1 SF ROOF 1 17.3 SF ROOF 2 4' - 0"4' - 0" 133.8 SF SITE COVERAGE NEW 1 EXISTING BLDG FOOTPRINT ABANDON LOT LINE PRIOR TO CONSTRUCTION NEW STORAGE ADDITION : 134 SQ. FT. NEW DECK ADDITION AREA OF COMBINED LOTS : 9,106 SQ. FT. 1 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/22/2018 2:55:16 PMA1COVER SHEETxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 6EXISTING BUILDING VICINITY MAP - WEST VAIL ZONING SUMMARY Owner: Holly Proctor 909 S. Clarkson St. Denver, CO 80209 303-859-3369 hollyproctor@msn.com Architect: John G. Martin AIA - Martin Manley Architects PO Box 4701, Eagle, CO 81631 office: 970-328-0592 john@martinmanleyarchitects.com Builder: To be determined Location: 2014 W. Gore Creek Drive #5 and #6 Hamlet Townhouses 5 and 6 Vail, Colorado Parcel # 2103-114-18-008 & 2103 -114-18-009 (Units to be Combined) PROJECT SUMMARY Class of Work: Residential Renovation / Alteration Type of Occupancy: R-2 (Apartment Houses) Type of Construction: Type V-B (Non-Sprinklered) Levels: 3-story (Non-Conforming) PROJECT NARRATIVE 1. THE OWNER PROPOSES AN ALTERATION TO THE BUILDING BY REMOVING A UNIT SEPARATION WALL AND CREATING A SINGLE DWELLING UNIT OUT OF TWO EXISTING DWELLING UNITS. 2. THE UNITS 8 AND 11 WILL BE COMBINED BY ABANDONING THE PROPERTY LINE. 3. INTERIOR IMPROVEMENTS INCLUDE KITCHEN UPGRADES AND A NEW GAS FIREPLACE. 4. EXTERIOR IMPROVEMENTS INCLUDE UPGRADE OF WINDOWS/DOORS AND ADDITION OF TRANSOM WINDOWS. 5. A NEW DECK IS PROPOSED ON THE WEST SIDE OF THE BUILDING . A NEW RAILING TYPE IS PROPOSED FOR THE OLD AND NEW DECK. 6. REPLACE NEW DOORS ON MAIN LEVEL - ALL TO MATCH AS 6 PANEL DOORS. PROCTOR RENOVATION "THE HAMLET" TOWNHOUSE UNITS 5 & 6 2014 W. GORE CREEK DRIVE 1 {3D} Copy 1 Sheet List Sheet Number Sheet Name A1 COVER SHEET A2 FLOOR PLANS A3 FLOOR PLANS A4 ELEVATIONS A5 SECTIONS A6 DETAILS A7 AREAS 1/8" = 1'-0"2 1. LOWER LEVEL 1/8" = 1'-0"3 2. MAIN LEVEL 1/8" = 1'-0"4 3. UPPER LEVEL 1/8" = 1'-0"5 2. MAIN LEVEL Area Schedule (Gross Building) Name Level Area APT 7 1. LOWER LEVEL 330.6 SF APT 10 1. LOWER LEVEL 378.7 SF GARAGE 1. LOWER LEVEL 599.9 SF APT 8 & 11 2. MAIN LEVEL 1251.1 SF APT 9 ACCESS 2. MAIN LEVEL 34.4 SF APT 12 ACCESS 2. MAIN LEVEL 34.4 SF APT 9 3. UPPER LEVEL 372.2 SF APT 12 3. UPPER LEVEL 372.2 SF Grand total: 8 3373.5 SF Area Schedule (Existing GRFA) Name Level Area APT 7 1. LOWER LEVEL 330.6 SF APT 8 & 11 2. MAIN LEVEL 1251.1 SF APT 9 3. UPPER LEVEL 372.2 SF APT 9 ACCESS 2. MAIN LEVEL 34.4 SF APT 10 1. LOWER LEVEL 378.7 SF APT 12 3. UPPER LEVEL 372.2 SF APT 12 ACCESS 2. MAIN LEVEL 34.4 SF Grand total: 7 2773.6 SF Area Schedule (Site Coverage) Name Area SITE COVERAGE EXIST 1320 SF ROOF 1 51.1 SF ROOF 2 17.3 SF SITE COVERAGE NEW 133.8 SF Grand total: 4 1522.1 SF HAMLET PLAT Town of Vail Fire Dept. Notes: Smoke Detectors and Carbon Monoxide alarms must be installed IN ALL DWELLING UNITS, and be installed per 2015 IFC and VFES fire alarm installation standards. A monitored system is required. LANDSCAPE AREA - NOT APPLICABLE SITE COVERAGE SUMMARY: SITE COVERAGE ALLOWED = 7,880.6 S.F. (20%) SITE COVERAGE EXISTING = 6,466 S.F. SITE COVERAGE NEW = 134 S.F. SITE COVERAGE TOTAL = 6,600 S.F. (CONFORMING) BUILDING HEIGHT MAXIMUM = 33 FEET BUILDING HEIGHT PROPOSED = 29'-9" FEET This project falls under the jursidiction of: The Town of Vail Design Review Board and Building Department The 2015 International Existing Building Code (IEBC 2015) The 2015 International Energy Conservation Code (IECC 2015) SITE AREA (TOTAL) = 39,403 S.F. TOWN OF VAIL ZONING DISTRICT: Two-Family Primary / Secondary Residential (PS) Area Calcs use assessor's square footage for the Hamlet Enclave GRFA SUMMARY: 46% SITE AREA < 10,000 S.F. = 4,600 S.F. 38% SITE AREA < 15,000 S.F. = 1,900 S.F. 13% SITE AREA < 30,000 S.F. = 1,950 S.F. 6% SITE AREA 9,403 S.F. = 564 S.F. TOTAL GRFA ALLOWED = 9,014 S.F. TOTAL GRFA EXISTING = 15,873 S.F. (NON-CONFORMING) PARKING - EXISTING 5 UNCOVERED SPACES EXISTING 2 COVERED SPACE TOTAL SPACES = 7 No. Description Date1Revision 1 Date 1CODE SUMMARY The Building is essentially a mirror-image duplex with a property line running through the middle. It was designed and built with 6 separate apartments on three levels making it non-conforming as a duplex or townhouse by modern code. The lot line is proposed to be abandoned and two dwelling units on the main level combined by the removal (alteration) of a separation wall. This will make the building a 5-unit apartment building and will fall under the IEBC2015 as an occupany classification of R-2 non-sprinklered. There is also proposed the elimination of shared entrances thus creating separate entrances for all the units of the building. The work being proposed falls under the "prescriptive" option for alterations in section 403 of the IEBC 2015. The alteration work is making the building better from a code standpoint by reducing the number of dwelling units as well as eliminating shared exits. The building as originally built is 3-stories in height. This is another non-conformance from the 2015 code. An R-2 non-sprinklered building may not be more than 2 stories in height (see table 504.4) however the NS (non-sprinklered) value is only for use in evaluation of existing building height in accordance with the International Existing Building Code. Since the remodel work is categorized as interior "alteration" only and does not affect building height or stories in any way, the non-conformity does not get worse and can remain. FIRE DEPT. SUMMARY UNIT SEPARATION WALL TO BE REMOVED NOTE: THE TERM "TOWNHOUSE" IS BEING USED AS AN ADDRESS LOCATION AND DOES NOT ADEQUATELY MEET THE CODE DEFINITION OF TOWNHOUSE. PLEASE SEE CODE SUMMARY FOR MORE DETAIL. HISTORICAL CONTEXT NOTE: THE THREE "TOWNHOUSE" BUILDINGS OF THE HAMLET WERE ANNEXED INTO THE TOWN OF VAIL WITH 6 DWELLING UNITS EACH. THE THREE "CHALET" BULDINGS OF THE HAMLET WERE ANNEXED INTO THE TOWN OF VAIL WITH 4 DWELLING UNITS EACH. SEPERATION WALL TO BE REMOVED SEE SHEET A7 FOR GARAGE AREA DETAIL 1 1 DRB APPROVED 6/1/2018 12:00:00 AM UP REF.REF. DN REF. 1 A5 2 A5 27' - 0" 3 A5 10' - 10 1/4" 10' - 9 3/4"10' - 0" 8' - 0"14' - 0" 4 A5 APT. 7 STUDIO TO REMAIN GARAGE APT 10 STUDIO TO REMAIN DECK ABOVE NEW STRUCTURAL POST 6X6 REMOVE CLOSET EXISTING STRUCTURAL BRACES DECK ABOVE EXISTING STAIRS W NEW RAILING R @ 7 5/8"14 R @ 7 5/8"14 EXISTING STAIRS (ON-GRADE) EXISTING ASPHALT PARKING AREA NEW GRAVEL WALK 0' 2' 4' 8' 16' BEAM ABOVE EXISTING MECH. TO REMAIN. EXIST. GAS FIRED FURNACE EXIST. FLUES REROUTED INTO NEW CHIMNEY ABOVE. FORMER MECH. ROOM EXIST. BATH EXIST. KITCHEN EXIST. BATH EXIST. KITCHEN THIS SECTION OF DECK (ABOVE) BUILT WITH TREATED WOOD SLEEPERS ON GRAVEL BED. 9' - 8" CANTILEVERED BEAM ABOVE EXPOSED CONC WALL STUCCO FINISH 2 A6 1 A6 3 A6 GARAGE TO BE RESTORED AS A GARAGE: * WALL REMOVED. * DOOR REMOVED. * CLOSET WALLS REMOVED. * GARAGE DOOR TO BECOME ACTIVE DOOR OPENING TO BE REPLACED WITH WALL. 2X4 W/ 5/8" TYPE X GWB EACH SIDE. MECHANICAL NOTE: THE EXISTING MECHANICAL BOILERS FOR THE HOT WATER BASEBOARD HEAT WILL REMAIN. IN RE-ROUTING THE EXHAUST VENTS THE CONTRACTOR MUST MEET NON-COMBUSTIBLE AND FIRE SEPERATION CODE REQUIREMENTS FOR THE FLUES IN THE NEW CHIMNEY. 2X6 WOOD STUD WALL ACCESS DOOR (SEE SOUTH ELEVATION) NEW CONC. SLAB FLOOR AREA OF CONSTRUCTION EXCAVATION NEW OPENING IN WALL REMOVE WALLS STEEL COLUMNS TO REMAIN MECH ROOM CONVERTED TO GARAGE SPACE 20' - 2 1/2" 9' - 11" 4 1/2" 9' - 11"1 EXISTING DRIP-THRU DECK TO REMAIN NEW LARGER WINDOW AND TRANSOM TO REPLACE EXIST. ADD NEW DBL. WINDOW AND TRANSOM TO MATCH EXISTING NEW DOOR AND TRANSOM TO REPLACE WINDOW REMOVE BRICK FIREPLACES REMOVE PARTY WALL RE: STRUCTURAL ENGINEER COMBINE KITCHENS REPLACE MOST ITEMS DESIGN BY OTHERS ADD TRANSOM ABOVE EXIST WINDOW ADD TRANSOM ABOVE EXISTING SLIDING GLASS DOOR EXISTING ROOF ABOVE TO REMAIN UNCHANGED CEILING TIMBER BEAM TYP NEW OFFICE WALL ALIGN W/ BEAM ABOVE NON-STRUCTURAL 2X4 WOOD STUD PARTITION WALL W/ 5/8" DRYWALL EACH SIDE. DN. TO PARKING LOT BELOW TO PARKING LOT BELOW EXISTING BEDROOM AND BATH TO REMAIN EXISTING BEDROOM AND BATH TO REMAIN21' - 4"REPLACE WINDOW W/ TRANSOM 1 A5 ABANDON LOT-SPLIT LINE 2 A5 22' - 0" 22' - 0"3 A5 4 A5 8' - 0" REPLACE EXISTING DOOR 3'-0" X 7'-0" EGRESS FOR APT. 9 REMOVE DOOR AND REPAIR WALL W/ 5/8" TYPE X DRYWALL NEW 3'-0" X 7'0" ENTRY DOOR (ALL NEW DOORS TO MATCH 6 PANEL) UP TO APT. 9 UP TO APT. 12 REPLACE EXISTING DOOR 3'-0" X 7'-0" EGRESS FOR APT. 9 REPLACE EXISTING DOOR W/ 3/4 HR FIRE-RATED DOOR & FRAME AND INCLUDE A SELF-CLOSING MECHANISM. NEW 2'-0" POCKET DOOR NEW OFFICE NEW DIRECT-VENT GAS FIREPLACE DESIGN TO BE DETERMINED UPON DEMO OF BRICK FIREPLACE COOKTOP IN ISLAND W/ DOWNDRAFT VENTING REMOVE EXISTING DECK, REPLACE W/ NEW LARGER DECK NEW W.P. DECK: REDWOOD DECKING OVER SLEEPERS OVER W.P.MEMBRANE ON SLOPING PLYWOOD ON 2X12 SLOPED JOISTS 14' - 0"22' - 0"REPLACE OLD RAILING W/ NEW TENSION CABLE RAILING TO MATCH 0' 2' 4' 8' 16' CODE NOTE: STAIRWELL WALLS HAVE EXISTING 5/8" THICK DRYWALL BOTH SIDES OF WALL AND UNDERSIDE OF STAIR. CODE NOTE: STAIRWELL WALLS HAVE EXISTING 5/8" THICK DRYWALL W/ FIRE RATING, BOTH SIDES OF WALL AND UNDERSIDE OF STAIR. 9' - 6 3/4" EXISTING STONE RETAINING WALL RE-ROUTE EXISTING MECH. FLUES FROM BELOW BEAM BELOW 2 A6 3' - 8 5/16" 3' - 8 5/16" 3' - 8 5/16"22' - 0"EQEQ EQ EQ EQ 3' - 0 1/4" 3' - 0 1/4" 3' - 0 1/4" 1 A6 18' - 1" 4' - 6 1/4" 4' - 6 1/4" 4' - 6 1/4" 4' - 6 1/4" 3 A6 3' - 0 13/16" 3' - 0 13/16" 3' - 0 13/16" 2' - 9"3 1/2"4 3/4"5' - 10 1/4" R @ 7 5/8"14 NEW GUARDRAIL NEW HANDRAIL 11' - 1"NEW TENSION CABLE RAILING W/ WOOD TOP RAIL 4X4 WOOD POST (PRIMARY) 1X1 WOOD POST (SECONDARY) CENTERLINE OF NEW STRUCTURAL BEAM DESIGN-BUILD FUEL-GAS, PLUMBING, AND MECH. BY OTHERS 1 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS5/22/2018 2:55:17 PMA2FLOOR PLANSxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 61/4" = 1'-0"1 1. LOWER LEVEL 1/4" = 1'-0"2 2. MAIN LEVEL No. Description Date1Revision 1 Date 1MECHANICAL AND PLUMBING NOTES: ANY UPGRADES TO THE BOILERS AND HOT-WATER BASEBOARD SYSTEM IS TO BE DESIGN-BUILT BY THE MECHANICAL SUB-CONTRACTOR. THE MECHANICAL FLUES ARE TO BE RE-ROUTED THROUGH A NEW WOOD- FRAMED CHIMNEY AND MUST MEET APPLICABLE CODES FOR CLEARANCES AND FIRE-SEPARATIONS. ANY RE-ROUTING OF, OR NEW, WATER AND GAS PLUMBING LINES SHALL BE DESIGN-BUILT AND DETERMINED BY THE PLUMBING SUB-CONTRACTOR. DRAWINGS AND CALCULATIONS MAY BE REQUIRED BY THE TOWN OF VAIL BUILDING DEPT. PRIOR TO RECEIVING A BUILDING PERMIT. Garage area 600 SF DRB APPROVED 6/1/2018 12:00:00 AM DNDN REF.REF.REF. 1 A5 2 A5 3 A5 4 A5 APT. 9 TO REMAIN APT. 12 TO REMAIN STACKED LAUNDRY STACKED LAUNDRY EXISTING EGRESS DOOR 3'-0" EXISTING EGRESS DOOR 3'-0" EXISTING EGRESS WINDOW MEETS 2015 IRC REQ'S. EXISTING EGRESS WINDOW MEETS 2015 IRC REQ'S. KITCHENETTE KITCHENETTE DN. R @ 7 5/8"14 R @ 7 5/8"14 ROOF BELOW 0' 2' 4' 8' 16' 1 A5 2 A5 3 A5 4 A5 0' 2' 4' 8' 16'2" / 12"2" / 12"2" / 12"2" / 12" NEW GAS FIREPLACE FLUE - B-VENT. SPECS PER MANUFACTURER. (TO BE SELECTED) GAS-FIRED FURNACE FLUE - RE-ROUTED WITHIN NEW CHIMMNEY. NEW CHIMEY NON-MASONRY CONSTRUCTION.. CONTRACTOR TO DETERMINE SIZE OF NEW CHIMNEY. 3 A6 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS5/22/2018 2:55:18 PMA3FLOOR PLANSxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 61/4" = 1'-0"1 3. UPPER LEVEL 1/4" = 1'-0"2 4. ROOF LEVEL No. Description DateDRB APPROVED 6/1/2018 12:00:00 AM 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11" 3 A5 4' - 1 1/2"4' - 0 5/8" NOTE: NO CHANGE TO THIS FACADE 22' - 0" 22' - 0"29' - 3 1/16"GARAGE DOOR TO BECOME ACTIVE 3 A6 NEW GUARDRAIL TENSION CABLE TO MATCH NEW HANDRAIL NEW TENSION CABLE GUARDRAIL AT EXISTING DECK NEW METAL BARS ADDED (4" SPHERE RULE) 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11" 1 A5 2 A5 4 A5 REMOVE CLOSET REPLACE DOOR NEW DOOR NEW WINDOW EXISTING EGRESS EXISTING EGRESS NEW 6X6 POST NEW STORAGE WALLS W/ STUCCO FINISH NEW TENSION WIRE RAILING 3X4 WOOD TOP RAIL 4X4 WOOD POSTS (PRIMARY) 1X1 WOOD POSTS (SECONDARY) SEE DECK & RAILING DETAILS NEW W.P. DECK EXISTING VERTICAL WOOD SIDING EXISTING BRICK FACADE EXISTING GRAVEL ROOF NEW RAILING AT EXISTING DECK TO MATCH NEW TENSION CABLE GUARDRAIL AT STAIR 7' - 6"NEW BEAM 1 A6 EXISTING GRAVEL ROOF ACCESS DOOR DBL. 3'-0" X 6'-8"2' - 6" 5' - 0"1 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11" 1 A5 2 A5 4 A5 REPLACE EXISTING 3'-0" DOOR EXIST. EXIST.EXIST. EXISTING VERTICAL WOOD SIDING EXISTING SHINGLE ROOF 1 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11" 3 A5 EXISTING VERTICAL WOOD SIDING 2" 12" 2" 12" NEW NEW NEW NEW NEW REPLACE WINDOW W/ DOOR EXISTING DOOR NEW NEW EXIST. NEW STUCCO FINISH PAINT TO MATCH BRICK EXISTING AND NEW GRADE 6X6 WOOD POST NEW STORAGE SPACE UNDER DECK NEW W.P. DECK: REDWOOD DECKING OVER SLEEPERS OVER W.P.MEMBRANE ON SLOPING PLYWOOD ON 2X12 SLOPED JOISTS 2 A6 3 A6 NEW CHIMNEY W/ IMPROVED FLUE TERMINATIONS AND FLASHING 5' - 0" 1 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS5/22/2018 2:55:22 PMA4 ELEVATIONSxxxxProctor RenovationPERMIT SET 2-5-185-22-18 Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 61/4" = 1'-0"1 ELEVATION EAST 1/4" = 1'-0"2 ELEVATION NORTH 1/4" = 1'-0"3 ELEVATION SOUTH 1/4" = 1'-0"4 ELEVATION WEST No. Description Date1Revision 1 Date 1DRB APPROVED 6/1/2018 12:00:00 AM 2. MAIN LEVEL 0" 1. LOWER LEVEL -8' - 11" 1' - 11 1/2" 4 1/2" 5' - 0" 14' - 4 1/2"14' - 4 1/2" 5' - 0" 4 1/2" 1' - 11 1/2" NEW GAS FIREPLACE NEW STONE VENEER 12 2 8' - 11"3 A5 NEW EXIST. MOVED NEW EXIST. NEW NEW NEW NEW NEW NEW APT. 7GARAGE APT. 10 APT. 11 COMBINED WITH APT. 8 GARAGE NEW OPENINGREMOVE WALL (2) STEEL POSTS TO REMAIN 1 1 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11"8' - 11"8' - 1"3 A5 APT. 9 STAIRS APT. 12 STAIRS NEW COMBINED KITCHEN NEW BEAM RE: STRUCTURAL APT. 7 GARAGE APT. 10 CODE NOTE: STAIRWELL WALLS HAVE EXISTING 5/8" THICK DRYWALL BOTH SIDES OF WALL AND UNDERSIDE OF STAIR. CODE NOTE: STAIRWELL WALLS HAVE EXISTING 5/8" THICK DRYWALL BOTH SIDES OF WALL AND UNDERSIDE OF STAIR. GARAGE REMOVE UNIT SEPARATION WALL 3 A6 REMOVE WALL 1 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" Plate Height 20' - 0" 1. LOWER LEVEL -8' - 11" 1 A5 2 A5 4 A5 NEW STORAGE APT. 8 COMBINED WITH APT. 11 APT. 9 BEDROOM BATH BATH NEW W.P. DECK: REDWOOD DECKING OVER SLEEPERS OVER W.P.MEMBRANE ON SLOPING PLYWOOD ON 2X12 SLOPED JOISTS NEW TENSION WIRE RAILING 3X4 WOOD TOP RAIL 2X2 METAL POSTS CANTILIVER JOISTS CODE NOTE: STAIRWELL WALLS HAVE EXISTING 5/8" THICK DRYWALL BOTH SIDES OF WALL AND UNDERSIDE OF STAIR. 10' - 0" 6' - 0" 97' - 4 1/2" 90' - 9" REMOVE WALL OPENING IN WALL ABANDON MECH ROOM BEAM GARAGE NEW CONC. SLAB FLOOR 6' - 8"1 2. MAIN LEVEL 0" 3. UPPER LEVEL 8' - 11" 1. LOWER LEVEL -8' - 11" 3 A5 NEW STORAGE AREA W.P. DECK ABOVE NEW CONC. FOUNDATION WALL NEW GRADE BELOW DECK FILL-IN AFTER EXCAVATION EXISTING GRADE NEW 4" CONC. SLAB FLOOR PORTION OF DECK ON TREATED SLEEPERS OVER GRAVEL ACCESS DOOR (SEE SOUTH ELEVATION) 2 A6 4' - 0"100' - 0" 91' - 1" 87' - 9" 98' - 3 3/4" 90' - 9" NEW OPENING 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject numberDate REVISIONS5/22/2018 2:55:23 PM A5SECTIONSxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 61/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2 1/4" = 1'-0"3 Section 3 1/4" = 1'-0"4 Section 4 No. Description Date1Revision 1 Date 1DRB APPROVED 6/1/2018 12:00:00 AM 3 A6 STRONG POST ATTACHMENT RE: STRUCTURAL DWGS. EXISTING DRIP- THRU DECKING TENSION WIRES PASSING THRU PRE-DRILLED HOLES IN POSTS 2X2 METAL POSTS 2 1/2" X 3 1/2" WOOD CAP (SLOPE TOP) EXISTING DECK JOISTS EXISTING BEAM EXISTING RIM JOIST 3 1/2"3' - 1 1/2"EXISTING SUPPORT WATER PROOFING MEMBRANE TO EXTEND UP WALL 24" OR UP AND UNDER THRESHOLD 2X12'S SLOPING - 1/4" / FT.5 1/2" 14 FT DISTANCE TO HOUSE WALL AT LONGEST POINT 4' - 9" 2X6 SLEEPERS W/ RIPPED BOTTOMS CANTELIVER OVER BEAM CONC. WALL W/ STUCCO FINISH RE: STRUCTURAL DWGS. BLOCKING CONNECTION TO HOUSE RE: STRUCTURAL DWGS. EXISTING RIM JOIST 2X6 RIM SPANS BETWEEN POSTS W.P.MEMBRANE OVER FLASHING W/ DRIP EDGE NOTHING MUST PENETRATE MEMBRANE. 1" STRONG POST ATTACHMENT RE: STRUCTURAL DWGS. 2X6 REDWOOD DECKING ATTACHED TO TREATED SLEEPERS2 1/2"TENSION WIRES PASSING THRU PRE- DRILLED HOLES IN POSTS 2X2 METAL POSTS 2 1/2" X 3 1/2" WOOD CAP (SLOPE TOP) OPEN JOISTS FROM BELOW, (NO SOFFIT)1"1 1/2" 2. MAIN LEVEL 0" 1. LOWER LEVEL -8' - 11"8' - 11"3' - 1 1/2"3 5/16"7 5/8"11" EXISTING METAL TREADS EXISTING STRINGERS EXISTING POST DRILL HOLES FOR TENSION CABLES NEW 4X4 NEWELL POST (TYP) BOLTED TO SIDE OF STRINGER NEW WROUGHT-IRON HANDRAIL (MEET IRC 2015 REQ'S) ATTACH TO NEW GUARDRAIL TENSION CABLES NEW POST KNIFE PLATE CONNECTION AT BASE NEW NEWEL POST EXISTING POST 3 7/8"NEW 1/2" METAL RODS WHICH SPAN BETWEEN EXISTING STRINGERS IN ORDER TO ACHIEVE THE 4" SPHERE CODE REQUIREMENT FOR OPEN TREADS. TYPICAL EVERY RISER.970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS5/22/2018 2:55:25 PMA6DETAILSxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 6No. Description Date1" = 1'-0"1 DECK & RAILING DETAIL - EXIST 1" = 1'-0"2 DECK & RAILING DETAIL - NEW 1/2" = 1'-0"3 STAIR SECTION - EXTERIOR TENSION CABLE RAILING SYSTEM "FEENEY RAILINGS" OR SIMILAR 4 3D View 1 DRB APPROVED 6/1/2018 12:00:00 AM REF.REF. Townhouse 3 = 1,650 s.f. 3 apartments Townhouse 4 = 1,621 s.f. 3 apartments Townhouse 5 = 1,380 s.f. 3 apartments Townhouse 6 = 1,380 s.f. 3 apartments Townhouse 2 = 1,433 s.f. 3 apartments Townhouse 1 = 1,439 s.f. 3 apartments Chalet 3 = 2,254 s.f. 3 apartments Chalet 2 = 2,073 s.f. 4 apartments Chalet 1 = 2,643 s.f. 4 apartments 1346 S.F. EXISTING GRFA TOTAL = 15,873 S.F. SITE AREA TOTAL = 39,403 S.F. 1,378 S.F. 1342 S.F. 800 S.F 800 S.F 800 S.F9' - 11"9' - 11" 26' - 0 1/2"7' - 2" 7' - 2"20' - 8 1/2" 20' - 8 1/2" MECH. ROOM 3'0" DOOR STORAGE SPACE FULL HEIGHT GARAGE 2 AREA = 209 SF GARAGE 1 AREA = 209 SF 10' - 0" EXISTING SEPARATION WALL TO BE REMOVED. (NON-BEARING) (2) STEEL POSTS TO REMAIN IN PLACE GARAGE AREA SUMMARY: GARAGE AREA MUST NOT EXCEED MORE THAN 600 S.F. (300 S.F. PER ALLOWED VEHICLE) GARAGE 1 AREA = 209 SF GARAGE 2 AREA = 209 SF FORMER MECH ROOM = 42 SF NEW STORAGE AREA = 140 SF TOTAL GARAGE AREA = 600 SF FORMER MECH ROOM 42 SF NEW STORAGE = 140 SF14' - 0"NOTE: FOUNDATION WALL MUST BE BUILT IN THIS LOCATION BECAUSE OF EXISTING RETAINING CONDITIONS. 10' - 0" 5' - 10" REMOVE EXISTING MECH. WALL 1 970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631www.martinmanleyarchitects.comProject number Date REVISIONS5/22/2018 2:55:25 PMA7AREASxxxxProctor RenovationPERMIT SET 2-5-185-22-18Proctor2014 W Gore Creek DriveThe Hamlet Townhouses 5 & 6No. Description Date1Revision 1 Date 1ZONING SUMMARY SITE COVERAGE SUMMARY: SITE COVERAGE ALLOWED = 7,880.6 S.F. (20%) SITE COVERAGE EXISTING = 6,466 S.F. SITE COVERAGE UNUSED = 1,414 S.F. SITE AREA (TOTAL) = 39,403 S.F. TOWN OF VAIL ZONING DISTRICT: Two-Family Primary / Secondary Residential (PS) Non-Conforming density GRFA SUMMARY: 46% SITE AREA < 10,000 S.F. = 4,600 S.F. 38% SITE AREA < 15,000 S.F. = 1,900 S.F. 13% SITE AREA < 30,000 S.F. = 1,950 S.F. 6% SITE AREA 9,403 S.F. = 564 S.F. TOTAL GRFA ALLOWED = 9,014 S.F. TOTAL GRFA EXISTING = 15,873 S.F. (NON-CONFORMING) 12" = 1'-0"1 PLAT Copy 3/16" = 1'-0"2 1. LOWER LEVEL AREAS DETAIL DRB APPROVED 6/1/2018 12:00:00 AM