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13036 Duplex CD Arch PERMIT SET 20140210KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 2/9/2014 4:19:30 PM02-10-14 BH COVER SHEET 0.0A Upper Ridge Duplex 13036 DUPLEX Upper Ridge Duplex Village Hill Northampton, Massachusetts Northampton, MA CODE REVIEW - DUPLEX The Architect's scope of services for this project is limited to the design of the building envelope and interior layout. A Superior XI Foundation System will be provided. Engineered, Stamped Shop Drawings will be provided by Superior Wall. Floor & Roof Trusses will be provided by Truss Engineering Corporation. Engineered, Stamped Shop Drawings will be provided by Truss Engineering Corporation. The Developer, Wright Builders, Inc., has contracted separately with Sub-Contractors for the design of the following components, over which the Architect has had no authority and accepts no responsibility: · Plumbing · Heating, Ventilating and Air Conditioning · Electrical, including power, exit signs, emergency lights and alarm systems. · Interior Design fixtures, cabinets and finishes. The Developer acknowledges that the Architect will have no direct supervisory control over such work. Design of these systems, compliance with all applicable codes and regulations, coordination of the work with other trades and all necessary permits, inspections and approvals shall be the responsibility of the design-build subcontractor and General Contractor/ Developer.PROJECT SITE VILLAGE HILL ROUTE 66 Based on Massachusetts State Building Code - 780 CMR 8th Edition, Massachusetts Residental Code - 780 CMR 51.00 8th Edition, IRC2009, IBC2009, IECC 2009 Concept The Duplex is a single, two-family dwelling with a detached two-bay garage. Use Group R-3 (Residential) - Two-family Dwellings Construction Type 5B - Combustible Unprotected Aggregate Building Area 4436 sf (not includeing detached garages) Number of Stories 2 Building Height 28' - 2" Garages The detached garage occupies a one-story footprint of 528 sf with a height of 16'-6". Per IBC2009, Section 406.1 the garage is classified as Private Garages, Use Group U. Per IBC2009, Section 406.1.2, 2) For a building containing only a Group U occupancy, the exterior wall shall not be required to have a fire-resistance rating and the are of the openings shall not be limited when the fire separation distance is 5 feet or more. R-3 Unit Separations: Per IRC2009, Section R302.3 Dwelling units in two-family dwellings shall be separated from each other by wall and or floor assemblies having not less than a 1 hour fire-resistance rating when tested in accordance with ASTME 119 or UL 263. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Per the exception to 2), IRC2009, Section R302.2.2, A parapet is not required ... when the roof is covered with a minimum class C roof covering, and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls.... Fire Protection Systems: Per the exception to IRC2009 Section R313.2, MRC8 780 CMR 51.00 R313.2 stipulates that only one and two family dwellings having an aggregate area greater than 14,400 square feet shall have fire sprinklers installed in accordance with NFPA 13D Energy Efficiency: Per MSBC8 780 CMR Appendix AA, 401.2 New low-rise (three stories or less) residential buildings including townhouses shall require a HERS indes rating as verified by a RESNET certified HERS rater. 1. For units equal to or greater than 3,000 sq. ft. in conditioned floor space, a HERS rating of 65 or less is required... 3. In addtion, all new construction shall demonstrate compliance with the Energy Star Qualified Homes Thermal Bypass Inspection List. The preliminary HERS rating for Building A as determined by the Center For EcoTechnology is 45. 1 VIEW FROM SOUTH WEST 2 VIEW FROM SOUTH EAST Rev. No. Description Date Drawing List Sheet Number Sheet Name 0.0A COVER SHEET A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 ROOF PLAN & DETAILS A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS AND DETAILS A3.2 BUILDING SECTIONS AND DETAILS A3.3 BUILDING SECTIONS AND DETAILS E1.1 FIRST FLOOR LIGHTING PLAN E1.2 BSMT & 2ND FLR LIGHTING PLAN S1.1 BASEMENT, FOUNDATION, AND FRAMING PLANS 3 PERMIT SET 2014/02/10 PERMIT SET UP DN DN DN UP DN LIVING AREA KITCHEN HALL BATH Linen B1 A3.2 ClosetMASTER BEDROOM DINING AREA KITCHEN LIVING AREA Coats ENTRY UNIT E1 - THREE BEDROOM UNITUNIT E2 - TWO BEDROOM UNIT A1 A2 A5 A4 A3 A6 A7 A8 1 1 2 1 6 23 4 B2 WC B4 B3 B1 37 C1 A3.1 DINING AREA STAIR ENTRY 1 HOUR FIRE SEPARATION WALL PLUMB. WALL SILLCOCK SILL COCK SILLCOCK SILLCOCK GAS METERSPLUMBING WALL B5 A9 2 2x6 PLUMBINGWALL B1 A2.1 D3 A3.1 34' - 0"3' - 0"3' - 1"2' - 0 1/2" 8' - 5"4' - 0"3' - 2"4' - 0"12' - 0"4' - 2 1/2"5' - 10" 10' - 7"8' - 9 1/2"2' - 9 1/2"6' - 6"6' - 8 1/2"9' - 4 1/4"5' - 6 1/2" 3' - 1 1/2"7' - 8 1/2"8' - 2" 7' - 11 1/4" 3' - 9 1/2"8' - 2 1/2" 8' - 5 1/2"1' - 9 1/2"5' - 2 1/2"3' - 2"6' - 8 1/2"3' - 0"12' - 6 1/2"3' - 2"12' - 0"6' - 2"EQEQ 5' - 0" 11" EQEQ13' - 7 1/2"10' - 2 1/2"3' - 5 1/2" 3' - 1 1/2"3' - 0"5' - 4 1/2" 9' - 2"2' - 0 7/8"11' - 11 1/2"EQEQ EQEQ 3' - 0"1' - 0"1' - 0"3' - 6" 4' - 2 1/4"7' - 6"5 1/2"10' - 0"6' - 7"RangeDWSink UPPER CABINETS UPPER CAB. BRACKETED PENINSULA BASE CABINET BELOW ISLAND WITH BASE CABINETS BELOW RangeDW SOUND INSUL. AT BATH WALLS. OPTIONAL SKYLIGHTS ABOVE TILE WOOD TILE CARPET CARPET TILE TILE TILE WOOD WOOD CARPET PROVIDE STEPS & RAILINGCOORDINATE WITH SITE PLAN4"PLUMB. WALL 2' - 6"B1 A2.2 POST FOR JOIST ABV TYP MECHCHASE5' - 0"5' - 0"2 3 4 AA B C E 1 5 G G F D 55' - 0" 23' - 0"32' - 0" 3' - 0"20' - 0"24' - 0"8' - 0"32' - 0"2' - 0"13' - 0"10' - 0"9' - 0"13' - 0"9' - 0"12' - 0"C1 A3.3 A.9 D1 A3.2 2 ELECT. METERS OPTIONAL GAS PARLOR STOVE COMPRESSORCOMPRESSOR6' - 6 1/2"7' - 11"2' - 11"OPTIONAL GAS PARLOR STOVE 4 1/2 WALL w/ CAP 1/2WALL w/ CAP RATED SHAFTWALL ASSEMBLY TIGHT TO SHEATHING - TYP. AT ALL LOCATIONS BEAM ABOVE - SIZE T.B.D. BEAM ABOVE - SIZE T.B.D. D4 A1.3 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 1/4" = 1'-0"2/9/2014 4:19:31 PM02-10-14 BH FIRST FLOOR PLAN A1.1 Upper Ridge Duplex 13036 1/4" = 1'-0"1 FIRST FLOOR PLAN Door Schedule Door Number Height Width Finish Manufacturer ModelComments B4 6' - 6" 2' - 6" UNIT 2 BASEMENT STAIR-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B5 6' - 8" 6' - 0" UNIT 2 REAR ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU B6 6' - 8" 2' - 8" UNIT 2 M-BED-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B7 6' - 8" 2' - 4" UNIT 2 M-CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B8 6' - 8" 2' - 6" UNIT 2 BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B9 6' - 8" 1' - 6" UNIT 2 LINEN CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B10 6' - 8" 1' - 6" UNIT 2 LAUNDRY-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B11 6' - 8" 2' - 8" UNIT 2 BED 2-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B12 6' - 8" 2' - 6" UNIT 2 BED 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III D13 6' - 8" 3' - 0" Door Schedule Door Number Height Width Finish Manufacturer ModelComments A11 6' - 8" 2' - 8" UNIT 1 BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A12 6' - 8" 1' - 3" UNIT 1 LINEN CLOSET-4-9/16" Passage A13 6' - 8" 2' - 6" UNIT 1 LAUNDRY-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A14 6' - 8" 2' - 8" UNIT 1 BED 3-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A15 6' - 8" 2' - 6" UNIT 1 BED 3 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A16 6' - 8" 2' - 8" UNIT 1 BED 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B1 6' - 8" 3' - 0" UNIT 2 FRONT ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU S2200LE B2 6' - 8" 2' - 0" UNIT 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B3 6' - 8" 2' - 4" UNIT 2 WC-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III Door Schedule Door Number Height Width Finish Manufacturer ModelComments A1 6' - 8" 3' - 0" UNIT 1 FRONT ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU S2200LE A2 6' - 8" 2' - 8" UNIT 1 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A3 6' - 8" 2' - 8" UNIT 1 BASEMENT STAIR-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A4 6' - 8" 2' - 8" UNIT 1 HALL-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A5 6' - 8" 2' - 8" UNIT 1 M-BED-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A6 6' - 8" 4' - 8" UNIT 1 M-CLOSET-Bi-Pass A7 6' - 8" 2' - 6" UNIT 1 M-BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A8 6' - 8" 1' - 6" UNIT 1 LINEN CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A9 6' - 8" 6' - 0" UNIT 1 REAR ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU A10 6' - 8" 2' - 8" UNIT 1 BED 2-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III 1. SEE ELEVATIONS FOR WINDOW SCHEDULE. Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET DN WWWDN Bedroom #2 WIC Laundry WIC B1 A3.2 Bath Linen Bedroom #3 A12 A13 A14 A15 A16 A10 A11 5 1 4 2 1 6 1 12 1 2 C1 A3.1 Bedroom #1 Bedroom #2 B6 CLST. B11 HallBath Linen Laundry WIC. B12 B10 B7 B8 B9 1 UNIT E1 - THREE BEDROOMUNIT E2 - TWO BEDROOM 24' - 0"20' - 0" 8' - 2"EQEQ5' - 8"3' - 1 1/2"4' - 4"4' - 0 1/2"7' - 11" 2' - 3" 5' - 0"3' - 0"4' - 4 1/2"3' - 2"4' - 7"11' - 0 1/2"10' - 2"9' - 6" EQEQ 7' - 4"6' - 8 1/2"5' - 11 1/2"7' - 8"11' - 4"5' - 0"7' - 1"7' - 1"6' - 7"EQEQ11' - 4"12' - 0"6' - 4 1/2"9' - 11"7' - 4 1/2"6' - 1"4' - 7"1' - 4"1' - 6"1' - 8 1/2"0"11"4' - 2"3' - 2"11' - 1"9"3' - 2"2' - 0"Study Alcove Study Alcove SOUND INSULATION AT BATH WALLS Shelves W/D CARPET CARPET CARPET TILE TILE CARPET CARPET TILE CARPET TILE IN W/D CLOSET OPTIONAL SKYLIGHTS B1 A2.2 PLUMBINGWALL PAD WALL TO ALIGN W/CHASE BLW EQEQ2 2 1 2 3 4 AA B C E 1 5 G G F D C1 A3.3 A.9 D1 A3.2 44' - 0"2' - 0"32' - 0"28' - 0"6' - 0"4' - 5 1/2"12' - 0"11' - 1"4' - 5 1/2"2' - 6 1/2"D1 A3.3 2x6 WALL D4 A1.3 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 1/4" = 1'-0"2/9/2014 4:19:33 PM02-10-14 BH SECOND FLOOR PLAN A1.2 Upper Ridge Duplex 13036 1/4" = 1'-0"1 SECOND FLOOR PLAN Door Schedule Door Number Height Width Finish Manufacturer ModelComments B4 6' - 6" 2' - 6" UNIT 2 BASEMENT STAIR-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B5 6' - 8" 6' - 0" UNIT 2 REAR ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU B6 6' - 8" 2' - 8" UNIT 2 M-BED-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B7 6' - 8" 2' - 4" UNIT 2 M-CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B8 6' - 8" 2' - 6" UNIT 2 BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B9 6' - 8" 1' - 6" UNIT 2 LINEN CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B10 6' - 8" 1' - 6" UNIT 2 LAUNDRY-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B11 6' - 8" 2' - 8" UNIT 2 BED 2-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B12 6' - 8" 2' - 6" UNIT 2 BED 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III D13 6' - 8" 3' - 0" Door Schedule Door Number Height Width Finish Manufacturer ModelComments A11 6' - 8" 2' - 8" UNIT 1 BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A12 6' - 8" 1' - 3" UNIT 1 LINEN CLOSET-4-9/16" Passage A13 6' - 8" 2' - 6" UNIT 1 LAUNDRY-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A14 6' - 8" 2' - 8" UNIT 1 BED 3-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A15 6' - 8" 2' - 6" UNIT 1 BED 3 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A16 6' - 8" 2' - 8" UNIT 1 BED 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B1 6' - 8" 3' - 0" UNIT 2 FRONT ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU S2200LE B2 6' - 8" 2' - 0" UNIT 2 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III B3 6' - 8" 2' - 4" UNIT 2 WC-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III Door Schedule Door Number Height Width Finish Manufacturer ModelComments A1 6' - 8" 3' - 0" UNIT 1 FRONT ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU S2200LE A2 6' - 8" 2' - 8" UNIT 1 CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A3 6' - 8" 2' - 8" UNIT 1 BASEMENT STAIR-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A4 6' - 8" 2' - 8" UNIT 1 HALL-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A5 6' - 8" 2' - 8" UNIT 1 M-BED-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A6 6' - 8" 4' - 8" UNIT 1 M-CLOSET-Bi-Pass A7 6' - 8" 2' - 6" UNIT 1 M-BATH-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A8 6' - 8" 1' - 6" UNIT 1 LINEN CLOSET-4-9/16" Passage JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III A9 6' - 8" 6' - 0" UNIT 1 REAR ENTRY-6-9/16" Deadbolt HC Threshold THERMA-TRU A10 6' - 8" 2' - 8" UNIT 1 BED 2-4-9/16" Privacy JELDWEN PRO-CORE 2-PANEL CRAFTSMEN III 1. SEE ELEVATIONS FOR WINDOW SCHEDULE. Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET B1 A3.2 C1 A3.1 3:12 ROOF AT BACK DECKS BELOW, PROVIDE RAIN DIVERTERS, TYP. ROOF GUTTERS, TIE DOWNSPOUTS INTO STORM WATER DRAINAGE SYSTEM AS NOTED BY S.D. OTHER DOWNSPOUTS FLOW TO SPLASH BLOCKS AS NOTED BY D.S. ICE WATER SHIED ALL 3:12 ROOFS EAVES AND VALLEYS OPTIONAL SKYLIGHTS FUTURE PHOTOVOLTAIC ARRAY NO ROOF PENETRATIONS IN THIS AREA PROVIDE CRICKET AT PORCH ROOF BELOW. RIDGE VENTS SD B1 A2.2 17' - 9"SD SDSDSD DS.DS. DS. DS.6" / 12"6" / 12"6" / 12" 8" / 12"8" / 12" 6" / 12"3" / 12"5" / 12"5" / 12"2 3 4 AA B C E 1 5 G G F D C1 A3.3 A.9A.9 D1 A3.2 D1 A3.3 DS. 4' - 0"4' - 0" APPROVED FIRE- RETARDANT TREATED PLYWOOD ROOF SHEATHING MIN. 4'-0" ON EITHER SIDE OF FIRE SEPARATION WALL AS SHOWN 55' - 0" 23' - 0"32' - 0" 3' - 0"20' - 0"24' - 0"8' - 0"32' - 0"2' - 0"13' - 0"10' - 0"9' - 0"34' - 0"13' - 0"9' - 0"6' - 0"6' - 0"5" / 12"5" / 12" RIDGE VENT 2x6 @ 16" O.C. D4 A1.3 CENTERLINES OF PORCH STRUCTURE 9' - 8 1/2" 5" 12" 2 1/4"= OFFSET OF CENTERLINE OF TRIMMED COLUMN VS. POST COLAR TIES -TYP. BEADBOARD CEILING ON2x6 @ 16" O.C. CEILING JOISTS 2x8 ROOF RAFTERS @ 16" O.C. - TYP. EXPOSED RAFTER TAILS 1' - 3" FIBERCEMENT BOARD 1x8 BEAM TRIM OVERFIBERCEMENT BOARD FURRING 2x6 PLATE - TYP. A3.1 D2 Sim RIDGE VENT SEE DRAWING C1/A2/2 FOR SIMILAR VENT DETAIL TYPICAL ROOFING KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:34 PM02-10-14 BH ROOF PLAN & DETAILS A1.3 Upper Ridge Duplex 13036 1/4" = 1'-0"1 ROOF PLAN Rev. No. Description Date 3 PERMIT SET 2014/02/10 1/2" = 1'-0"D4 SECTION THROUGH UNIT E2 ENTRY PORCH ROOF PERMIT SET First Floor 220' - 4 1/2" First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" T.O. Plate Unit E2 237' - 7 1/2" 5 1 1 2 3 7 3 2 1 FIBERCEMENT BOARD AND BATTEN SIDINGFIBERCEMENT LAP SIDING w/ 6" EXPOSURE FIBERCEMENT BOARD PANELS ASPHALT SHINGLE ROOF - TYP. 5/4 x 8 PT'D COMPOSITE HORIZONTAL TRIM BUILT-UP FRIEZE- SEE DRAWING D4/A3.1 5/4x6 PT'D COMPOSITE CORNER BOARD TAPERED COMPOSITE COLUMN TRIM FIBER CEMENT PANEL CEILING WITH BATTENS AT SEAMS DOWNSPOUTS DOWNSPOUT PT STAINED LATTICE TO MATCH TRIM BELOW FRONT PORCHES 2 3 41 5 B.O. FOUNDATION 210' - 9 3/4" Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" 23' - 0"32' - 0" 55' - 0" UNIT E2 - TWO BEDROOM UNIT UNIT E1 - THREE BEDROOM UNIT 8" 12" 6" 12"8' - 1 1/8"9' - 5 7/8"V.I.F.1' - 4 1/2"8' - 1 1/8"9' - 1 7/8"V.I.F.1' - 4 1/2"A2.1 C1 5" 12" HVAC E.R.V. EX.DR. DR. 1x3 AND 1x8 - TYPICAL EAVE AND RAKE FASCIA BOARDS 5/4 x 6 TRIM 5/4 x 8 TRIM ALIGN BOTTOM OF TRIM WITH BOTTOM OF FRIEZE ON ADJACENT FACE FIBERCEMENT LAP SIDING w/ 6" REVEAL ALIGN BOTTOM OF PORCH BEAM TRIM WITH HORIZONTAL TRIM BAND - TYP. H.W. MIN. 10' - 0"E.R.V. IN. First Floor 220' - 4 1/2" First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" BASEMENT 211' - 5 1/4" B1 A2.1 4 2 2 6 1 2 2 FIBER CEMENT BOARD AND BATTEN FIBERCEMENT LAP SIDING w/ 6" EXPOSURE FIBER CEMENT BOARD PANELS 5/4" x 8" TRIM 5/4 x 6 CORNER BOARDS 5/4" x 6" TRIM BRACKETED ROOF OVERHANG 5/4X4 WINDOW SILL/JAMB CASING OPTIONAL SKYLIGHTS ALUM CAP FLASHING ALL WINDOWHEAD TRIM 1X3 AND 1X8 - TYPICAL EAVE AND RAKE FASCIA BOARDS GUTTERS & DOWNSPOUTS DOWNSPOUT FIBER CEMENT LAP SIDING w/ 6" EXPOSURE 10 10 234 15 Second Floor Unit E1 229' - 10 3/8" 8" 12" 6" 12" 6" 12" BUILT-UP FRIEZE -SEE DRAWING D4/A3.1 5/4x4 PT'D COMPOSITE WINDOW SILL/JAMB CASING 5/4x6 PT'D COMPOSITE CORNER BOARDS 55' - 0" 23' - 0"32' - 0" 3' - 0"20' - 0"24' - 0"8' - 0"8' - 11 1/4"9' - 5 7/8"8' - 11 1/4"9' - 1 7/8"V.I.F.1' - 3"BUILT-UP FRIEZE - SEE SECTIONS ELECTRIC METERS UNIT E2 - TWO BEDROOM UNITUNIT E1 - THREE BEDROOM UNIT ALIGN BOTTOM OF TRIM WITH BOTTOM OF FRIEZE ON ADJACENT SIDE CONTINUE CORNER BOARD ABOVE AS FACE TRIM AT COPLANER SIDE WALL CONT. 5/4 x 8 COMPOSITE HORIZONTAL TRIM BAND First Floor 220' - 4 1/2"1' - 6" 1' - 3" 11" 1' - 4"V.I.F.6' - 11 3/8"2"2"1 1/2" BOTTOM OF BEAM TRIM/TOP OF COLUMN TO ALIGN WITH BOTTOM OF HORIZONTAL TRIM BOARD - SEE ELEVATIONS A BRACKET FROM 3x8 - CONNECT TO ROOF FRAMING w/ CONCEALED FASTENERS 1' - 0" 2' - 0" 3x8 ROOF FRAMING - TYP. (3) SIDES PROVIDE SOLID BLOCKING BEHIND BRACKES AND ROOF FRAMING AND ATTACH USING CONCEALED FASTENERS CONT. HORIZONTAL TRIM BAND - SEE D5/A3.3 FOR DETAIL 2' - 7" 1x3 TRIM w/ METAL EDGE ASPHALT SHINGLES ON CONTINUOUS ICE AND WATER BARRIER - TURN ICE AND WATER BARRIER MIN. 18" UP SIDE WALL FIBERCEMENT LAP SIDING PROVIDE FLASHING AT ROOF/SIDEWALL CONNECTION AND SPACE PER SIDING MANUF. RECOMMENDATIONS 2x6 T&G FIR SHEATHING 3" 12" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:37 PM02-10-14 BH EXTERIOR ELEVATIONS A2.1 Upper Ridge Duplex 13036 1/4" = 1'-0"B3 WEST ELEVATION 1/4" = 1'-0"D3 EAST ELEVATION Window Schedule Type Mark Model Unit Size CommentsWidth Height 2' - 4" 3' - 2" SKYLIGHT 1 PELLA 350 SERIES 2' - 11 1/2" 2' - 5 1/2" SINGLE AWNING - 3 LIGHTS 2 PELLA 350 SERIES 6' - 3 1/2" 4' - 5 1/2" DOUBLE DH - 3 OVER 1 3 PELLA 350 SERIES 1' - 11 1/2" 1' - 11 1/2" SINGLE AWNING-2 LITES 4 PELLA 350 SERIES 3' - 1 1/2" 4' - 5 1/2" 5 PELLA 350 SERIES 8' - 11 1/2" 4' - 11 1/2" TRIPLE DH - 3 OVER 1 6 PELLA 350 SERIES 1' - 11 1/2"1' - 11 1/2" FIXED-2 LITES 7 PELLA 350 SERIES 3' - 1 1/2" 3' - 5 1/2" SINGLE DH - 4 OVER 1 10 BOMAN KEMP EGRESS WINDOW 4' - 0" 3' - 6" WITH AREA-WAY NOTE: ALL WINDOWS TO HAVE FIELD-APPLIED JAMB EXTENSIONS 3/4" = 1'-0"C1 DETAIL ELEVATION OF TAPERED PORCH COLUMN 3/4" = 1'-0"B1 REAR PORCH ROOF DETAIL ALL FLOOR ELEVATIONS ARE TO TOP OF SUB-FLOOR Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET First Floor 220' - 4 1/2" BASEMENT 211' - 5 1/4" 1 1 1 4 6 1 1 EXPOSED RAFTER TAILS WOOD COLUMNS GAS METERS ACEG Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" A.9 34' - 0" 28' - 0"6' - 0" 13' - 0"9' - 0"6' - 0" D1 A3.2 1x8 PT'D COMPOSITE HORIZONTAL TRIM BAND, TYP.8' - 11 1/4"9' - 5 7/8"8' - 1 1/8"V.I.F.1' - 4 1/2"OPTIONAL GAS PARLOT STOVE VENT FIBERCEMENT BOARD FUTURE PHOTOVOLTAIC ARRAY RIDGE VENT - TYP. P.S. FIBERCEMENT BOARD AND BATTEN SIDING D4 A1.3 First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" T.O. Plate Unit E2 237' - 7 1/2" FIBERCEMENT LAP SIDING w/ 6" REVEAL A B GFD 34' - 0" 32' - 0"2' - 0" 9' - 0"10' - 0"13' - 0" 2 1 2 24 6" 12" 3" 12" FIBERCEMENT BOARD AND BATTEN SIDING 5/4 x 6 PT'D COMPOSITE CORNER BOARDS - TYP. 5/4 x 8 PT'D COMPOSITE HORIZONTAL TRIM BRACKETED ENTRY PORCH ROOF BUILT-UP FRIEZE 8' - 11 1/4"9' - 1 7/8"8' - 1 1/8"V.I.F.1' - 4 1/2"R.H. DR. P.S. OPTIONAL PARLOR STOVE VENT 1x4 COMPOSITE TRIM 1x6 COMPOSITE TRIM H.W. E.R.V. EX. HVAC 8' - 10 1/2"8' - 10 1/2" BEADBOARD CEILING PORCH PIER/FOOTING C E 5" 12"8' - 1 1/8"PROVIDE INSULATION DAM A2.2 C1 RIDGE VENT A2.2 C1 Sim ROOF TRUSSES 1 1/2" TYPICAL ATTIC INSULATION - SEE BUILDING SECTIONS 4x4 TREATED POST w/ COMPOSITE POST SLEAVE AND CAP. COMPOSITE RAIL AND PICKETS PORCH BEAM PORCH FLOOR JOISTS8' - 5 3/4" BEAM - SIZE T.B.D. C FIBERCEMENT LAP SIDING 5/4 x 8 COMPOSITE HORIZONTAL TRIM BOARD PREFINISHED METAL FLASHING FIBERCEMENT BOARD 1x4 COMPOSITE TRIM PREFINISHED METAL FLASHING FIBERCEMENT BOARD NOTE: TERMINATE WALL SHEATHING AND SIDING AT TOP OF TRUSS HEAL TO PROVIDE AIR SPACE FOR ROOF VENTING PROPER VENT APPLIED RAFTER TAILS @ 24" O.C. FROM 2x8 CONTINUOUS INSECT SCREEN BEHIND FIBERCEMENT BOARD CEMENT BOARD APPLID TO UNDERSIDE OF ROOF SHEATHING METAL GUTTER 1 x 2" FASCIA TRIM TYPICAL ROOFING TYPICAL ATTIC INSULATION 1' - 4 1/2" 5" 12" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:39 PM02-10-14 BH EXTERIOR ELEVATIONS A2.2 Upper Ridge Duplex 13036 1/4" = 1'-0"B3 SOUTH ELEVATION 1/4" = 1'-0"D3 NORTH ELEVATION Window Schedule Type Mark Model Unit Size CommentsWidth Height 2' - 4" 3' - 2" SKYLIGHT 1 PELLA 350 SERIES 2' - 11 1/2" 2' - 5 1/2" SINGLE AWNING - 3 LIGHTS 2 PELLA 350 SERIES 6' - 3 1/2" 4' - 5 1/2" DOUBLE DH - 3 OVER 1 3 PELLA 350 SERIES 1' - 11 1/2" 1' - 11 1/2" SINGLE AWNING-2 LITES 4 PELLA 350 SERIES 3' - 1 1/2" 4' - 5 1/2" 5 PELLA 350 SERIES 8' - 11 1/2" 4' - 11 1/2" TRIPLE DH - 3 OVER 1 6 PELLA 350 SERIES 1' - 11 1/2"1' - 11 1/2" FIXED-2 LITES 7 PELLA 350 SERIES 3' - 1 1/2" 3' - 5 1/2" SINGLE DH - 4 OVER 1 10 BOMAN KEMP EGRESS WINDOW 4' - 0" 3' - 6" WITH AREA-WAY 1/4" = 1'-0"B1 SECTION AT EAST PORCH NOTE: ALL WINDOWS TO HAVE 6 9/16" FACTORY JAMBS WITH FIELD-APPLIED JAMB EXTENSIONS 1 1/2" = 1'-0"C1 EAVE AT UNIT E1 ENTRY ALL FLOOR ELEVATIONS ARE TO TOP OF SUB-FLOOR Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" A3.1 1 T.O. Plate Unit E2 237' - 7 1/2" A3.1 D3 TYPICAL ATTIC INSULATION: 2" FLASH COAT CLOSED-CELL SPRAY-FOAM INSUL. 14" LOOSE-FILL CELLULOSE PROVIDE PROPER VENTS AT ALL EAVES 2 1/2" RIGID INSULATION AT WINDOW HEADER, TYP. CONCRETE PIER w/ INTEGRAL FOOTING AT PORCHES AND DECKS 4" PERIMETER DRAIN WITHCRUSHED STONE UNDER SLAB PER SUPERIOR FOUNDATION WALL SYSTEM SPECIFICATIONS. TIE INTO STORM DRAINAGE SYSTEM AND ITERIOR SUMP - SEE LANDSCAPE DRAWINGS. 4 1/2" CONCRETE SLAB VAPOR BARRIER 3" RIGID INSULATION WOOD FLOOR TRUSSES-TYP. PRECAST INSULATED FOUNDATION WALL SYSTEM TYPICAL EXTERIOR WALL CONSTRUCTION: PRE-PRIMED FIBER CEMENT SIDING COATED, INSULATED SHEATHING 2X6 FRAMING 2" FLASH COAT CLOSED-CELL SPRAY-FOAM FILL STUD CAVITIES WITH DENSE PACK CELLULOSE 1/2" GWB TAPERED COMPOSITE COLUMN TRIM 2X8 PORCH ROOF FRAMING WITH EXPOSED RATER TAILS AF B.O. FOUNDATION 210' - 9 3/4" A3.1 D4 1' - 6"HEELHGT.32' - 0"MAX.8' - 11 1/4"9' - 1 7/8"8' - 1 1/8"6" 12"MAX.3' - 8"EGRESS WINDOW WITH AREA WAY AND LADDER - TYP. WOOD ROOF TRUSSES SELF-ADHERING FLASHING MEMEBRANE - EXTEND FROM EAVE UP ROOF TO POINT 2'-0" ON HORIZONTAL FROM INBOARD SIDE OF EXTERIOR WALL ASPHALT SHINGLE ROOFING TYPICAL ROOFING: ICE & WATER WEATHER BARRIOR ON 5/8" PLYWOOD DECKING VINYL WINDOWS - TYP. 5' - 6" A3.1 D2 D4 A1.3 (2) 2x8 w/ 1/2" PLYWOOD P.T. BEAM ATTACH TO CONC. PIERS w/ SIMPSON CONNECTORS CONC. PIER w/ INTEGRAL FOOTING GRADE VARIES, SEE SITE PLAN CENTER LINE OF STRUCTURE 6" 2x6 P.T. PORCH FRAMING - SPACE ACCORDING TO DECKING MANUF. RECOMMENDATIONS - ATTACH TO BEAM w/ SIMPSON CONNECTORS 1" THICK COMPOSITE DECKING P.T. LATTICE 1x 6" COMPOSITE SKIRT TRIM ON 3/4" FURRING P.T. 2x6 BAND JOIST 4x4 P.T. POST (DASHED) - ATTACH TO BEAMS ABOVE AND BELOW w/ SIMPOSON CONNECTORS TAPERED COM[POSITE COLUMN TRIM - SEE DRAWING C1/A2.1 FOR TYPICAL DIMENSIONS PROVIDE GRAVEL BELOW ALL PORCHES - TYP. 3/4"TRIMMED OUT COLUMN CENTERLINE OFFSET FROM STRUCTURAL COLUMN = T.O. Plate Unit E2 237' - 7 1/2" A 1' - 7"HEEL HGT.1' - 6"DOUBLE HUNG WINDOW - TYP. COATED, INSULATED SHEATHING, TYP. 5/16" THICK FIBERCEMENT FURRING 5/4x8 PAINTED COMPOSITE TRIM PREFINISHED METAL FLASHING PREFINISHED METAL FLASHING 5/16" THICK FIBERCEMENT BOARD 5/4x4 PAINTED COMPOSITE TRIM VENTED, 16" WIDE FIBERCEMENT SOFFIT FASCIA FROM 1x8 PT'D COMPOSITE w/ 1x3 PT'D COMPOSITE TRIM PREFINISHED ALUM. GUTTER TYPICAL ROOFING 3 1/4"PT'D 1x COMPOSITE TRIM PROPER VENT First Floor 220' - 4 1/2" T.O. Foundation 219' - 9 3/4" 2 MIN.8"2x6 RIPPED TO 4 1/2" TYPICAL FOUNDATION PLATE ASSEMBLY: 1/2" GAP 2x8 K.D. 2x10 P.T. - ANCHOR TO FOUNDATION PER FOUNDATION MANUF. RECOMMENDED DETAIL GRADE - SEE L.A. DRAWINGS TOP CHORD-BEARINGFLOOR TRUSS PRE-CAST FOUNDATION WALL - TYP. 3" MIN. CLOSED-CELL SPRAY-FOAM INSUL. TYP. SIDING VARIES, SEE ELEVATIONS COATED INSULATED SHEATHING First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" T.O. Plate Unit E2 237' - 7 1/2" PROVIDE GRAVEL BELOW PORCHES F B.O. FOUNDATION 210' - 9 3/4" A3.1 D4 Sim 1x8 COMPOSITE TRIM ON 5/16" FIBERCEMENT FURRING PREFINISHED METAL FLASHING 1/2" PLYWOOD SHEATHING 1x BEAM TRIM FIBERCEMENT BOARD SIDING w/ 1x TRIM - SEE ELEVATIONS EXPOSED RAFTERS BEADBOARD CEILING 1x BEAM TRIM FURRING AS REQ'D (2)2x8 w/ 1/2" PLYWD. BEAM -TYP. (3) SIDES 2x6 CEILING JOISTS @ 16" O.C. 2x GABLE END WALL FRAMING TAPERED COMPOSITE COLUMN TRIM 4x4 COLUMN (DASHED) -ATTACH TO BEAM w/ SIMPSON CONNECTORS 10" D4 A1.3 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:43 PM02-10-14 BH BUILDING SECTIONS AND DETAILS A3.1 Upper Ridge Duplex 13036 3/8" = 1'-0"C1 SECTION THROUGH UNIT E2 1" = 1'-0"D3 FRONT PORCH STAIR RAILING 1 1/2" = 1'-0"D4 TYPICAL EAVE DETAIL AT UNIT E2 1 1/2" = 1'-0"D1 TYPICAL TOP-CHORD TRUSS PLATE BUILD-UP AT FOUNDATION 3/4" = 1'-0"1 WALL SECTION AT UNIT B ALL FLOOR ELEVATIONS ARE TO TOP OF SUB-FLOOR U.O.N. NOTE: ALL TRUSS PROFILES SHOWN ON ARCHITECT'S DRAWINGS ARE FOR DIAGRAMMITIC PURPOSES ONLY. FOR ANY AND ALL TRUSS INFORMATION, SEE TRUSS MANUF.DRAWINGS. 1 1/2" = 1'-0"D2 DETAIL SECTION AT PORCH BEAM Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET First Floor 220' - 4 1/2" First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" BASEMENT 211' - 5 1/4" T.O. Foundation 219' - 9 3/4" C1 A3.1 T.O. Plate Unit E2 237' - 7 1/2" A3.2 D2 A3.2 D4 B1 A2.2 2 3 41 5 B.O. FOUNDATION 210' - 9 3/4" Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" 55' - 0" UNIT E2 23' - 0" UNIT E1 32' - 0" 3' - 0"20' - 0"24' - 0"8' - 0" C1 A3.3 1' - 4"1' - 6"8" 12" 6" 12"8' - 1 1/8"9' - 1 7/8"MAX.8' - 11 1/4"8' - 1 1/8"9' - 5 7/8"MAX.8' - 11 1/4"HEEL HGT.HEEL HGT.A3.1 D1 PROVIDE FALSE BEAM BEAM TRIM TO ALIGN WITH HORIZONTAL TRIM BEYOND INSULATED WINDOW HEADER 4 T.O. Plate Unit E1 237' - 11 1/2"HEEL HGT.1' - 6"1' - 4" DOUBLE HUNG WINDOW - TYP. COATED, INSULATED SHEATHING, TYP. 5/16" THICK FIBERCEMENT FURRING 5/4x8 PAINTED COMPOSITE TRIM PREFINISHED METAL FLASHING PREFINISHED METAL FLASHING 5/16" THICK FIBERCEMENT BOARD 5/4x4 PAINTED COMPOSITE TRIM VENTED, 12" WIDE FIBERCEMENT SOFFIT FASCIA FROM 1x8 PT'D COMPOSITE w/ 1x3 PT'D COMPOSITE TRIM PREFINISHEDALUM. GUTTER TYPICAL ROOFING PT'D 1x COMPOSITE TRIM 8" 12" PROPER VENT - TYP. First Floor 220' - 4 1/2" Second Floor Unit E2 229' - 6 3/8" BASEMENT 211' - 5 1/4" T.O. Plate Unit E2 237' - 7 1/2" 3 B.O. FOUNDATION 210' - 9 3/4" Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" 2X4 STUD WALL CROSS-BRACED AT MID-HEIGHT P.T. PLATES AND ANCHOR BOLTS WOOD FLOOR TRUSSES BY TRUSS MANUF - TYP. CONT. SOLID FIRE BLOCKING - TYP. BETWEEN ALL FLOOR TRUSSES (2) LAYERS CONT. 1" SHAFTWALL ON MTL. H-STUDS @ 24" O.C. - TYP. FROM TOP OF FOUNDATION TO BOTTOM OF ROOF DECK. EXTEND HORIZONTALLYTO INSIDE EDGE OF EXTERIOR WALL SHEATING FOR CONTINUOUS FIRE SEPERATION WALL 1/2" G.W.B. - TYP. 3" MINERAL WOOL BATT INSULATION BOTH SIDES. CUT TO FILL STUD CAVITY COMPLETELY- TYP. 2" C-TRACK FASTENER @ 24" O.C. - TYP. MIN. 1" AIR SPACE BETWEEN SHAFT WALL AND WALL FRAMING BACK TO BACK C-TRACKS AT PANEL SEAMS - TYP.ALUM. BREAKAWAY CLIPS PER SHAFTWALL MANUF. RECOMMENDED DETAIL - TYP. 1/2" G.W.B. CEILING ON 1x3 STRAPPING - TYP. 3/4" T&G PLYWOOD DECKING - TYP. 1/2" G.W.B. CEILING ON 1x3 STRAPPING - TYP. MIN. 4' - 0" MIN. 4' - 0" APPROVED FIRE- RETARDANT TREATED PLYWOOD ROOF SHEATHING MIN. 4'-0" ON EITHER SIDE OF FIRE SEPARATION WALL AS SHOWN MINUMUM CLASS C ROOF COVERING SHAFT WALL TIGHT TO BOTTOM OF ROOF SHEATHING - TYP. ROOF TRUSSES BY TRUSS MANUF. ENGINEERED FOUNDATION BASE 1' - 0" MONOLITHIC BASEMENT SLAB AND FOOTING #4 CONT. - TYP. #4 @ 18" O.C. TAPERED RIGID INSULATION @ FOOTING Second Floor Unit E2 229' - 6 3/8" 2 1 11 7/8"1' - 6" 3' - 0" 6" 12" TYPICAL ROOFING 2x8 @ 16" O.C. ROOF RAFTERS. PROVIDE SIMPSON HANGERS AT LEDGER GUTTER 1x8 PAINTED COMPOSITE FASCIA w/ 1x3 TRIM VENTED FIBERCEMENT SOFFIT BOARD 1x2 PAINTED COMPOSITE TRIM 5/16" THICK FIBERCEMENT BOARD PREFINISHED METAL FLASHING 1x8 PAINTED COMPOSITE TRIM BEAM - SIZE T.B.D. VINYL WINDOW - TYP. PROPER VENT - TYP. LVL LEDGER - PROVIDE (2)LEDGERLOK SCREWS EVERY 16" PROVIDE METAL FLASHING AND SELF-ADHERING MEMBRANE COUNTERFLASHING UP WALLFACE MIN. 36" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:53 PM02-10-14 BH BUILDING SECTIONS AND DETAILS A3.2 Upper Ridge Duplex 13036 1/4" = 1'-0"B1 LONGITUDINAL SECTION THROUGH BUILDING 1 1/2" = 1'-0"D2 ROOF EAVE DETAIL AT UNIT E1 NOTE: ALL TRUSS PROFILES SHOWN ON ARCHITECT'S DRAWINGS ARE FOR DIAGRAMMITIC PURPOSES ONLY. FOR ANY AND ALL TRUSS INFORMATION, SEE TRUSS MANUF. DRAWINGS. 3/4" = 1'-0"D4 SECTION AT FIRE SEPARATION WALL 1 1/2" = 1'-0"D1 DETAIL SECTION OF EAVE AT UNIT E2 DINING AREA ALL FLOOR ELEVATIONS ARE TO TOP OF SUB-FLOOR U.O.N. Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET First Floor 220' - 4 1/2" BASEMENT 211' - 5 1/4" T.O. Foundation 219' - 9 3/4" AG B.O. FOUNDATION 210' - 9 3/4" Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" 34' - 0"8 5/32"6' - 0" A.9 1' - 0" A3.3 C4 A3.3 D5 MAX.8' - 11 1/4"9' - 5 7/8"7' - 0 1/8"6' - 11 3/8"8' - 1 1/8"First Floor 220' - 4 1/2" T.O. Foundation 219' - 9 3/4" A Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" A.9 1' - 0" 6' - 0"9' - 5 7/8"8' - 1 1/8"A3.3 D2 OPTIONAL SKYLIGHT AND WELL LVL BEAM TO SUPPORT WALL BEYOND, SIZE T.B.D. BEARING FOR GABLE-END WALL ABOVE - G.C. TO COORDINATE w/ TRUSS MANUF.. A3.3 D4 2x10 ROOF FRAMING - FILL RAFTER BAYS w/ CLOSED CELL SPRAY-FOAM INSULATION BRACKETED ENTRY ROOF BEYOND. BREAK SOFFITED ROOF AT THIS LOCATION - SEE DRAWING B1/A2.1 FOR DETAILOUTSIDE FACE OF WALL FRAMING BEYOND T.O. Plate Unit E1 237' - 11 1/2" A.9 TYPICAL BOARD AND BATTEN SIDING 5/16" THICK PT'D FIBERCEMENT BOARD 3/4" THICK x 2 1/2" PT'D FIBERCEMENT BATTENS PREFINISHED METAL FLASHING 3/4" THICK x 3 1/2" PT'D COMPOSITE WINDOW HEAD CASING 5/16" THICK FIBERCEMENT BOARD FURRING STRIP 3/4" THICK x 3 1/2" PT'D COMPOSITE WINDOW SILL CASING TYPICAL BOARD AND BATTEN SIDING VINYL DOUBLE-HUNG WINDOW - TYP. G 5/4 x 8 PT'D COMPOSITE HORIZONTAL TRIM PREFINISHED METAL FLASHING 5/16" THICK FIBERCEMENT BOARD SIDING w/3/4" x 2 1/2" FIBERCEMENT BATTENS COATED INSULATED SHEATHING, TYP. FIBERCEMENT LAP SIDING w/ 6" REVEAL A 1' - 6" FIBERCEMENT SOFFIT BOARD - NOTE: THIS IS NOT A VENTED ROOF TYPICAL ROOFING 2x10 ROOF FRAMING 1X8 FASCIA w/ 1x3 TRIM2"1x3 PT'D COMPOSITE TRIM GUTTER FIBERCEMENT BOARD PREFINISHED METAL FLASHING 1x8 PT'D COMPOSITE TRIM OVER FIBERCEMENT BOARD FURRING VINYL WINDOW - TYP. FILL ROOF FRAMING BAYS w/ CLOSED CELL SPRAY FOAM INSUL. Second Floor Unit E1 229' - 10 3/8" T.O. Plate Unit E1 237' - 11 1/2" A.9 8" 1x4 PAINTED COMPOSITE FRIEZE TRIM 2' - 6" FIBERCEMENT SOFFIT BRACKET FROM 3x8 - CONNECT TO ROOF FRAMING FIBERCEMENT BOARD AND BATTEN SIDING PREFINISHED METAL FLASHING 1x3 PT'D COMPOSITE WINDOW HEAD CASING ON 5/16" FIBERCEMENT FURRING STRIP 6" 12" 1x8 PT'D COMPOSITE FASCIE w/ 1x3 TRIM 2x6 ROOF FRAMING 1' - 0" TYPICAL ROOFING FIBERCEMENT BOARD GABLE SIDING w/ PT'D COMPOSITE TRIM - SEE ELEVATIONS FIBERCEMENT SOFFIT BOARD 1x8 AND 1x3 PT'D COMPOSITE RAKE TRIM ON 2x6 LADDER FRAMING GABLE END-WALL ROOF TRUSS TYPICAL ATTIC INSULATION LVL BEAM - SIZE T.B.D. VINYL WINDOW - TYP. PROVIDE METAL FLASHING SPACE PER SIDING MANUF. RECOMMENDATIONS TURN ICE AND WATER BARRIER FROM ROOF BELOW MIN. 18" UP SIDE WALL LVL LEDGER - ATTACH TO WALL w/ (3) LEDGERLOK SCREWS EVERY 16" 1' - 0" 2 ' - 0" 2x10 ROOF FRAMING - PROVIDE SIMPSON HANGERS AT LEDGER AND FILL BAYS WITH CLOSED CELL SPRAY FOAM INSULATION KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:56 PM02-10-14 BH BUILDING SECTIONS AND DETAILS A3.3 Upper Ridge Duplex 13036 1/4" = 1'-0"C1 SECTION THROUGH UNIT E1 1/2" = 1'-0"C4 Callout of SECTION THROUGH UNIT E1 1 1/2" = 1'-0"D2 TYPICAL WINDOW HEAD/SILL DETAIL AT UNIT E1 1 1/2" = 1'-0"D5 DETAIL SECTION OF HORIZONTAL TRIM BAND 1 1/2" = 1'-0"D4 ROOF EAVE AT UNIT E1 DINING AREA 3/4" = 1'-0"D1 SECTION AT UNIT E1 BRACKETED ROOF NOTE: ALL TRUSS PROFILES SHOWN ON ARCHITECT'S DRAWINGS ARE FOR DIAGRAMMITIC PURPOSES ONLY. FOR ANY AND ALL TRUSS INFORMATION, SEE TRUSS MANUF. DRAWINGS. ALL FLOOR ELEVATIONS ARE TO TOP OF SUB-FLOOR U.O.N. Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET UP DN DN 3 33 DN UP 33 4DN 3 33D3 D 43 4 DD D LIVING AREA KITCHEN BATH Linen MASTER BEDROOM KITCHEN LIVING AREA STAIR R W S R K P R R R P WRANGE-HOOD WITH FAN AND LIGHT WR S P P K R R R RANGE-HOODWITH FAN AND LIGHT R WS WP SD FL FLW FL R S-PE/ CO S-PE S-PE/CO W S S PROVIDE UNDER-CABINET LIGHTS AT ALL UPPER CABINETS F K P R W S ww CF UC - BATH FAN WITH LIGHT - KEYLESS - PENDANT - RECESSED - WALL MOUNT - CEILING SURFACE MOUNT - RECESSED WALL WASHER - CLOSET FLUORESCENT - UNDER CABINET ELECTRICAL NOTES PROVIDE AS PER BUILDING CODE: RECEPTACLES GFI OUTLETS PROVIDE ALSO: CABLE PHONE INTERNET SECURITY SD S/CO DUAL PHOTOELECTRIC/ IONIZATION SMOKE DETECTOR DUAL PHOTOELECTRIC/ IONIZATION SMOKE/CO DETECTOR FB - CEILING FAN BOX S-PE/ CO NON-IONIZATION SMOKE/ CO DETECTOR S-PE NON-IONIZATION SMOKEDETECTOR KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 1/4" = 1'-0"2/9/2014 4:19:56 PM02-10-14 BH FIRST FLOOR LIGHTING PLAN E1.1 Upper Ridge Duplex 13036 1/4" = 1'-0"1 FIRST FLOOR LIGHTING PLAN Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET DN WW D 3WDN D 3 3 3 UP UP3 3Bedroom #1 Bedroom #2 Bedroom #2 WIC Laundry WIC Bath Linen Bedroom #3 S W W S S SD SD SD FL FL FL FL S-PE/ CO R R WS-PE/ CO SD F K P R W S ww CF UC - BATH FAN WITH LIGHT - KEYLESS - PENDANT - RECESSED - WALL MOUNT - CEILING SURFACE MOUNT - RECESSED WALL WASHER - CLOSET FLUORESCENT - UNDER CABINET ELECTRICAL NOTES PROVIDE AS PER BUILDING CODE: RECEPTACLES GFI OUTLETS PROVIDE ALSO: CABLE PHONE INTERNET SECURITY SD S/CO DUAL PHOTOELECTRIC/ IONIZATION SMOKE DETECTOR DUAL PHOTOELECTRIC/ IONIZATION SMOKE/CO DETECTOR FB - CEILING FAN BOX S-PE/ CO NON-IONIZATION SMOKE/ CO DETECTOR S-PE NON-IONIZATION SMOKE DETECTOR K K S/CO S/CO K K KK K K CONDUITS TO GARAGES FOR SUB PANELS AND FUTURE SOLAR ARRAY KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 1/4" = 1'-0"2/9/2014 4:19:57 PM02-10-14 BH BSMT & 2ND FLR LIGHTING PLAN E1.2 Upper Ridge Duplex 13036 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN 1/4" = 1'-0"2 BASEMENT LIGHTING PLAN Rev. No. Description Date 3 PERMIT SET 2014/02/10 PERMIT SET UP UP DN DN T.O. Wall 219' - 9 3/4" T.O. Wall 219' - 9 3/4" 9' - 8 1/2"4' - 0"3' - 8 1/2"8' - 5 3/4"3' - 5"3' - 5"MONOLITHIC CAST-IN-PLACE PIER w/ INTEGRAL FOOTING TYPICAL SUPERIOR INSULATED FOUNDATION WALL, TYPICAL BEAM POCKET, TYPICAL TOP OF SLAB 211' - 5 1/4" PROVIDE CRUSHED STONE UNDER ENTIRE FOUNDATION WITH FULL PERIMETER DRAINSEE SUPERIOR WALL SHOP DRAWINGS FOR DEPTH OF STONE REQUIRED. TIE ROOF GUTTER DOWNSPOUTS INTO PERIMETER DRAINS AS NOTED ON ROOF PLAN C.J. C.J.C.J.C.J.C.J.C.J. C.J. "C.J." INDICATES CONTRACTION JOINT MADE WITH SOFTCUT SAW IMMEDIATELY AFTER FINAL TROWELLING SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. PROVIDE A MID OR HIGH RANGE WATER REDUCING AGENT SUCH AS DARACEM 65 BY GRACE OR EQ. REDUCE WATER CONTENT FROM THAT OF STANDARD MIX BY 2 GALLONS +/- PER C.Y. APPLY A SPRAY ON CURING COMPOUND IMMEDIATELY AFTER FINAL TROWELLING FOR ADDITIONAL HARDENING AND DUST PROOFING. C.J. AA B C E G F D A.9 TYPICAL TOP OF SLAB 211' - 5 1/4"34' - 0"12' - 0"9' - 0"13' - 0"32' - 0"13' - 0"10' - 0"9' - 0"3' - 2 1/2"6' - 8"4' - 7 1/4"6' - 8" 3 3/4" 1 3/4" BEARING WALL w/ THICKENED SLAB BELOW PROVIDE TYP. FOOTING PADS FOR POINT LOADS 12" DEEP x 18" WIDE STRIP FOOTING w/ 2 CONT. #4 BARS - TYP. AT ALL BEARING WALLS U.O.N. 3 1/2" LALLY COLUMN - TYP. 12" DEEP x 24" x 24" FOOTING PAD w/ GRID OF (4) # 4 BARS - TYP. AT ALL COLUMN PADS U.O.N.6' - 0"3 1/2" LALLY COLUMN - w/ 24" x 24" FOOTING PAD 1' - 0"POINT LOAD FROM BEAM ABOVE - PROVIDE SOLID BLOCKING G.C. TO COORDINATE w/ FOUNDATION WALL MANUF. OUTSIDE FACE OF WALL FRAMING @ SECOND FLOOR BEAM 5' - 6"(2)2x8 w/ 1/2" PLYWOOD P.T. PORCH BEAMS. OVERFRAME w/ 2x6 P.T. FLOOR JOISTS - TYP. AT ALL PORCHES 8' - 0"2x6 @16" O.C.2x6 @ 16" O.C.2x6 @16" O.C.WD. FLOORTRUSSESWD. FLOORTRUSSES WD. FLOOR TRUSSES2x6 @16" O.C.11' - 1 1/2"3' - 2 3/8"11' - 7 1/2"11' - 11 1/2"2' - 6"6' - 3 1/2"MECHANICAL CHASE ABOVE MECHANICAL CHASE ABOVE 1010 METAL AREAWAY WITH LADDER, TYP. SUMP, CONNECT TO PERIMETER DRAIN ALL FORU UNITS TYP. DISCHARGE TO GRADE. RADON PIPED TO ROOF RADON PIPED TP ROOF 13' - 0"9' - 0"12' - 0"2 3 4 AA B C E 1 5 G G F D 32' - 0"2' - 0"13' - 0"10' - 0"9' - 0"34' - 0"A.9A.9 3' - 0"20' - 0"24' - 0"8' - 0"ERVH.W.HVACSUMP ERVH.W.HVAC2x10 @16" O.C.ROOF TRUSSES ROOF TRUSSES2x8 @ 16" O.C.ROOF TRUSSES2x8 @ 16" O.C.2x8 @16" O.C.2x8 @16" O.C.FLOOR TRUSSES FLOOR TRUSSES BEAM - SIZE T.B.D. BEAM - SIZE T.B.D. (2)2x8 w/ 1/2" PLYWD. STAIR OPENING STAIR OPENING BEAM - SIZE T.B.D. KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A D B C This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above. Keynotes/General Notes: Date: Drawn By: Project: Scale: 1 2 3 4 5 1 2 3 4 5 A D B C c Kuhn Riddle Architects, Inc.1 90% PRICING SET 2013/12/02 2 100% PRICING SET 2014/01/07 As indicated2/9/2014 4:19:58 PM02-10-14 BH BASEMENT, FOUNDATION, AND FRAMING PLANS S1.1 Upper Ridge Duplex 13036 1/4" = 1'-0"B2 FOUNDATION PLAN 1/4" = 1'-0"D2 BASEMENT Rev. No. Description Date 3 PERMIT SET 2014/02/10 1/8" = 1'-0"D1 ROOF FRAMING PLAN 1/8" = 1'-0"C1 SECOND FLOOR FRAMING PLAN PERMIT SET