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51 Baker Plans 2019-05-24A. General Notes 1. Construction shall be in accordance with all applicable codes and regulations having jurisdiction. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, store, and install materials in accordance with manufacturer's specifications. The Contractor shall provide all permits and arrange for all inspections. 2. The Contractor shall take reasonable precautions to protect all employees on the work site, all materials and equipment incorporated therein, as well as other property at the site. Any damage or loss to any of the above caused in whole or in part by the Contractor or any of his/her Subcontractors shall be remedied by the Contractor. 3. The Contractor shall carry Liability Insurance to protect him/her from claims which may arise out of or result from the Contractor's operations under the Contract. 4. If, within one year after the work has been accepted by the Owner, any of the work is found to be defective, or not in conformance with the Contract Documents, the Contractor shall correct it promptly and at his own expense after written notice. 5. On-site verification of dimensions and conditions shall be the responsibility of the Contractor. Noted dimensions take precedence over scale. The Contractor shall compare and coordinate drawings and site conditions and report discrepancies to the Architect for adjustments before proceeding with the work. Dimensions are from rough framing unless noted otherwise. 6. The Contractor shall promptly correct work rejected as defective or not conforming to Contract Documents and bear costs of architectural services thereby made necessary. 7. The Contractor shall be responsible for the removal of rubbish from the site. Final clean up is broom clean with windows washed. 8. Building materials and components shall be protected from rain, snow, and other moisture sources during storage on site and construction. 9. Construction shall be in accordance with the requirements of the stretch energy code including framing, air sealing,HVAC detailing and HERS testing. 10. Local, sustainable and non toxic materials are preferred. B. Site Work 1. Site work shall consist of site preparation through finish grading. Extra loam, york raking, fine grading and seeding are excluded. Protect all major trees. Provide all sediment control measures required. 2. Slope grade away from building to insure adequate drainage. Water shall not drain onto adjacent property. Maintain footing trenches free of water. 3. All footings must be founded on suitable bearings, extending into original undisturbed soil. Bottom of footing must be a minimum of 48" below grade. Footings bearing on exposed ledge shall be designed by a registered structural engineer. Contractor shall report questionable bearing conditions to Architect before proceeding with foundation. 4. All fill and backfill shall be clean material, free of debris and mechanically compacted in 6" layers to 95 % density. Fill with concrete or washed stone any excess cut under footing; fill with gravel and compact any space between slab and original soil. 5. Do not place slabs or footings on frozen ground. 6. Driveway shall be oil and stone over prepared asphalt base as specified by Landscape Archtect. 7. Retaining walls and site steps to be specified by Landscape Architect. C. Concrete and Masonry 1. Poured concrete foundation walls shall be 10" thick with 2 #4 RE in upper and lower 12" of walls. Walls taller than 6 ft. above the slab shall also have #5 Vertical RE 18" O.C. no closer than 8" to the outside face. Footing shall be 20" wide x 10" deep. Garage and basement frost walls and front porch foundation walls shall be 8" thick with 16" x 8" deep footings. Post footings shall be 30"00" with #4 RE every 12" each way except as noted. 2. All concrete shall have the following minimum 28- day compressive strengths F'C, W/C ratios and slumps: CONCRETE CLASS F'C W/C ratio SLUMP ENTRAINED AIR All concrete except as noted otherwise 3000 0.5 4 IN. NONE Concrete for exterior slabs< steps & ramps 4000 0.45 4 IN. 6% MAXIMUM 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY ADMIXTURES FOR STEEL -REINFORCED CONCRETE. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR ENTRAINED. 4. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, NEW BILLET STEEL. 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. 6. Clear concrete cover shall be provided for all reinforcement as follows: Concrete poured against earth: 3 inches Concrete exposed to earth or weather: 1-1/2 inches (#5 & SMALIER); 2 inches (#6 & BIGGER) Concrete not exposed to earth or weather: 3/4 inches (# 11 & SMALLER) Slabs on grade: 2 inches @ BOTTOM 1 inch @ TOP 7. Horizontal reinforcing shall be continuous in all walls; lap bars 48 bar diameters; provide 90 degree corner bars. Vertical reinforcing as required in walls over 8 feet high. 8. Anchor bolts shall be 1/2" diameter and 12" long located 12" from corners and 4' O.C. minimum 2 per wall. Provide dovetails and sleeves as required by utilities and all other penetrations. 9. Floor slabs on grade shall be 4" thick with 6x6 #10 w.w.f. located in upper third of slab over 2" XPS insulation and 6 mil polyethylene vapor barrier and a minimum of 6" uniform size washed stone z" to A" diameter with no fine particles. Install perforated pvc pipe under the slab vapor barrier connected to vertical pvc pipe continuous through the roof for passive radon control with possibility of connection to a fan if required by testing. Provide piping under the slab connected to a sump pump. 10. Slab edges to be thermally broken with 2" XPS rigid insulation. D. Metals 1. Provide timber connectors as required for structural work to insure rigid permanent connections: post bases and caps, bearing plates, hangers, etc. 2. Use galvanized material where exposure to moisture is expected. 3. Treehouse deck shall be structural aluminium deck drainage system, "Dry Joist EZ" by Wahoo Decks. Contractor to review installation requirements with supplier. Install according to all manufacturer's written guideline. 4. Stainless steel cable with fittings for deck railings shall be installed to meet code performance requirements and be approved by Owner and Architect. 5. ALTERNATE RAILING: provide cost for substituting screened porch and treehouse deck ss cable with 30" galvanized welded wire mesh 4x4 grid, standard grade. E. Carpentry 1. Structural lumber for repetitive use shall be Fb=1050 p.s.i., E=1,200,000 p.s.i. Structural lumber for beams shall be Fb=1400 p.s.i., Fv= 75 p.s.i., E= 1,500,000 p.s.i. Maximum moisture content for all lumber is not to exceed 19%. Floor joists,rafters and posts to be sized by registered engineer. Trusses, beams, headers shall be designed by a registered engineer. Size roof rafters for additional 5 lbs/sf solar panel load. 2 New exterior walls shall be 2X6'S @ 16 O.C. Exterior sheathing shall be 1- 2" Zip System R Sheathing. Interior walls shall be 2x4's @ 16" O.C. except as noted. Garage framing shall be 2x6's @ 16" O.C. 3. Design live loads: Ground snow load 40 psf, sloped roof and first floor 40 psf, sleeping rooms 30psf, decks 40 psf. Basic wind speed 90 mph. 4. Provide bridging and firestopping as required by code. 5. Provide blocking as required by hardware, toilet accessories, cabinets, and all other attached items. 6. All framing and decking in contact with concrete or exposed to weather shall be pressure treated. 7. Finish Carpentry a. Interior trim: Casings, window/door: 1X4 poplar for paint; Baseboard: 1X6 poplar for paint, except as noted otherwise. b. Stair: Treads and risers to match wood flooring with square nosing, no scotia. c. Shelving by Contractor to be painted or natural finish veneer plywood. F. Thermal and Moisture Protection 1. Siding: Hardiplank lap siding Smooth Planks 8-4" (7" exposure). Custom color to be determined. Feature siding at front porch shall be Western Red Cedar A and Better, horizontal 1x6 shiplap, smooth face. Mitre the corner. 2. Trim: Boral TruExterior or approved Equal, smooth face out, in dimensions shown on drawings 3. Provide head flashing at windows and doors. 4. Flashing shall be brake formed aluminum unless noted otherwise. 5. Gutters and downspouts: custom box gutters and downspouts manufactured from Englert steel stock, color and finish to match roof. Provide drainage from downspouts to perforated drains running to daylight. 6. Sloped Roofing: standing seam steel panel system with kynar finish by Englert Inc or approved Equal, type A1300, 1" high, 16" wide mechanically seamed panels over 30# felt . Color: Dove Gray. Follow all manufacturer written instructions for installation and forming. Verify accessory trim and flashing details with manufacturer. 7. Flat roofing: single ply TPO membrane, min. slope 4" per ft. installed per manufacturer's written instructions. Provide integral gutter at main deck. 8. Fascia, soffit and rake to be painted to match roof color. Soffit to be 16" Hardie vented soffit unless otherwise noted. 9. Air seal around all doors, windows, sill plates, betw recessed light fixtures and ceiling with non -expanding environmentally safe spray foam. 10. Insulation: Walls: 5.5" dense pack Roxul. Basement walls: 2" xps with p.t. 2x4 studs and rock wool batt insulation. Roof 16 " dense pack Roxul. Roof to be vented above sheathing. Roof at main deck: spray closed cell in rafter bays with 1- 2"rigid insulation over sheathing. G. Doors and Windows 1. Provide tempered glass and safety locks where required by code. 2. Interior doors shall be 1-3/8" solid core wood, flush face for paint. Door to Mbath shall be full frosted glass, square sticking. Door sizes as indicated on drawings. Doors with designation "w" to be weatherstripped including threshold for acoustic privacy. 3. Windows and exterior doors as indicated on Window Schedule 4. 8'x18' Garage door with 4 hp motor electric opener: 5. Interior hardware: Schlage Standard Manhattan lever, satin chrome. Privacy sets for bathrooms and bedrooms. Passage sets elsewhere. Dummy sets for closets. 6. Pocket doors into Mbed and Guest shall be Etodoors.com WP 1 LLAMI- interior 1 lite primed with dual white laminated glass door (square sticking) 14"x 42x96. Use EZConcept CavKit system for trimless sliding door head and jambs. Provide heavy duty pocket hardware and side finger pull. 7. Storage B 1 double doors to be fabricated by Contractor and installed with by-pass door hardware. 24'-0" TOW TOW STEP WALL 104-6 102-6" 1 GARAGE FOUNDATION PLAN 114= 1'-0" Lei H. Finishes 1. Walls and ceilings shall receive lie" gypsum wallboard unless noted otherwise. Install cementitious backer board behind tile walls. 3. Interior walls and ceilings receive one coat primer and two coats Benjamin Moore, Sherwin Williams, or approved equal, egg shell latex paint. Doors and trim receive primer and two coats satin finish latex. All interior paint shall be O or Low VOC. Wd. floors receive 3 coats matte finish water based polyurethane; 4 coats in Kitchen and Great Room. 4. Wood Flooring: Quarter sawn white oak strip, select and better. Provide sample. Tile flooring: Mbath, Bath2, Entry: provide allowance of $10/sf material purchase. Lower level floors shall be sealed concrete slab, no other finish. 5. Deck and front porch floor shall be 1 x 6 Ipe. Tree house deck shall be 1x6 pressure treated. Porch floor shall be t&g 1x4 Ipe. 6. Wall tile (Mbath, showers, kitchen backsplash): provide allowance of $10/sf material purchase. 7. Kitchen counters: 14" granite. 8. Kitchen and bath cabinets: frameless full overlay flush face, plywood box construction, full extension drawers, soft close. Paint or natural veneer finish tbd. I. Specialties 1. Wood burning stove to be supplied by owner. Insulated metal chimney by Contractor. Install according to all code and written maufacturer's requirements. Provide outside air intake. 2. Contractor to supply Mbath mirror as shown on dwgs. 3. Ikea cabinetry to be assembled and installed by Contractor. Architect will provide specifications. Coordinate ordering and delivery with Owners. 4. g" glass shower enclosure at Bath 2. J. Equipment 1. Owner will supply all kitchen and laundry appliances. All appliances electric. Contractor shall provide installation and coordination with cabinetry. 2. Contractor to supply and install exhaust hood venting for the paint booth and for the developer in the Dark Room (2 hoods). 3. Contractor shall duct bathroom exhaust fans to the outside. 42'-0" Me K. Mechanical and Plumbing 1. HVAC: All electric. Specifications for ducted and non ducted minisplit or heat pump, ERV system, domestic hot water to be provided by Mechanical Contractor . 2. Insulate and seal pipes and ducts as required by code. 3. Install 4 freezeproof exterior hose bibbs. 4. Kitchen sink: 30" single bowl, undermount, to be specified. Kitchen faucet: Grohe Europlus 3330 single lever, pullout faucet, chrome. 5. Toilet: WC: Gerber Maxwell SE ErgoHeight, white. Mbath, Bath2: Toto Aquia IV CST446CEMG, 12" rough -in, cotton white 6. Mbath lav faucet: Grohe Europlus 33 170g chrome Mbath lav: Toto under counter LT 191 (G) 01 cotton white 7. Bath2 lav and faucet: See Ikea spec. 8. WC lav and faucet: 9. Bath2 acrylic shower base: Kohler Rely 48x32 K-8639 white. 10. Mbath tub: Duravit Happy D 700318-09. Verify Mass approval. Tub faucet and filler: 11. Mbath, Bath2 shower faucet: Grohe Europlus 35 017 Shower PBV Trim, chrome Grohe valve 35-015. 12. Mbath hand shower: Grohe Tempesta hand shower. L. Electrical 1. Provide and install fixtures indicated on drawings. Hard wired smoke and CO2 detectors with battery backup shall be installed as required by code and layout verified by code official. 2. Provide all receptacles located on plan and any other required by code. Provide GFI receptacles in bathrooms and at kitchen sink counter and at exterior locations. Provide Level 2 car charger in garage. 3. Photovoltaic solar panel system to be designed and installed by Pv2 or approved equal to cover 100% of load. 4. Fixture lamping shall meet code standards for energy efficiency. TOW 90' -102» --------------� - - - - - - - - I I 1 1 O .° - - - - - - - - - - - - - - - - - - - - - --- " ----------------------- '•'I .. . I r----------------------------------1 ------------------------ DEPRESS WALL I 1 1 I I L -----J L-- --J I I FOR DOOR FOR DOOR TOW _J )" CONC WALL :. C I c~ 1 I I\ w I I I MN N Y I W I I I I I I eg I I 1 II I 1 11 I I TOW I X I 106-6"' � . I I I I I I �• •• 1 I I 00� 0 1 I I I I I 17'-g4" 1 I p I I 1 ol11 °• 1 00 I ON RE FTG I I I 1 1 o TYP: 8" FROST WALL I I �. I 1 I I I I •-A ' • •. I I I I I I I I I I I I I I •° e I I I I I I I I I DEPRESS WALL I I 1 00 RE CONC SLAB ABV FOR DOOR I i EL 102 I 10" CONC WALL WITH I I W #5 VERTICAL RE •e 6-6»> �10 I 18" OC . L --- ----------------------------------------------------------J o TOW I 1'-0" 102-6" � STEP WALL 1 GARAGE FOUNDATION PLAN 114= 1'-0" Lei H. Finishes 1. Walls and ceilings shall receive lie" gypsum wallboard unless noted otherwise. Install cementitious backer board behind tile walls. 3. Interior walls and ceilings receive one coat primer and two coats Benjamin Moore, Sherwin Williams, or approved equal, egg shell latex paint. Doors and trim receive primer and two coats satin finish latex. All interior paint shall be O or Low VOC. Wd. floors receive 3 coats matte finish water based polyurethane; 4 coats in Kitchen and Great Room. 4. Wood Flooring: Quarter sawn white oak strip, select and better. Provide sample. Tile flooring: Mbath, Bath2, Entry: provide allowance of $10/sf material purchase. Lower level floors shall be sealed concrete slab, no other finish. 5. Deck and front porch floor shall be 1 x 6 Ipe. Tree house deck shall be 1x6 pressure treated. Porch floor shall be t&g 1x4 Ipe. 6. Wall tile (Mbath, showers, kitchen backsplash): provide allowance of $10/sf material purchase. 7. Kitchen counters: 14" granite. 8. Kitchen and bath cabinets: frameless full overlay flush face, plywood box construction, full extension drawers, soft close. Paint or natural veneer finish tbd. I. Specialties 1. Wood burning stove to be supplied by owner. Insulated metal chimney by Contractor. Install according to all code and written maufacturer's requirements. Provide outside air intake. 2. Contractor to supply Mbath mirror as shown on dwgs. 3. Ikea cabinetry to be assembled and installed by Contractor. Architect will provide specifications. Coordinate ordering and delivery with Owners. 4. g" glass shower enclosure at Bath 2. J. Equipment 1. Owner will supply all kitchen and laundry appliances. All appliances electric. Contractor shall provide installation and coordination with cabinetry. 2. Contractor to supply and install exhaust hood venting for the paint booth and for the developer in the Dark Room (2 hoods). 3. Contractor shall duct bathroom exhaust fans to the outside. 42'-0" Me K. Mechanical and Plumbing 1. HVAC: All electric. Specifications for ducted and non ducted minisplit or heat pump, ERV system, domestic hot water to be provided by Mechanical Contractor . 2. Insulate and seal pipes and ducts as required by code. 3. Install 4 freezeproof exterior hose bibbs. 4. Kitchen sink: 30" single bowl, undermount, to be specified. Kitchen faucet: Grohe Europlus 3330 single lever, pullout faucet, chrome. 5. Toilet: WC: Gerber Maxwell SE ErgoHeight, white. Mbath, Bath2: Toto Aquia IV CST446CEMG, 12" rough -in, cotton white 6. Mbath lav faucet: Grohe Europlus 33 170g chrome Mbath lav: Toto under counter LT 191 (G) 01 cotton white 7. Bath2 lav and faucet: See Ikea spec. 8. WC lav and faucet: 9. Bath2 acrylic shower base: Kohler Rely 48x32 K-8639 white. 10. Mbath tub: Duravit Happy D 700318-09. Verify Mass approval. Tub faucet and filler: 11. Mbath, Bath2 shower faucet: Grohe Europlus 35 017 Shower PBV Trim, chrome Grohe valve 35-015. 12. Mbath hand shower: Grohe Tempesta hand shower. L. Electrical 1. Provide and install fixtures indicated on drawings. Hard wired smoke and CO2 detectors with battery backup shall be installed as required by code and layout verified by code official. 2. Provide all receptacles located on plan and any other required by code. Provide GFI receptacles in bathrooms and at kitchen sink counter and at exterior locations. Provide Level 2 car charger in garage. 3. Photovoltaic solar panel system to be designed and installed by Pv2 or approved equal to cover 100% of load. 4. Fixture lamping shall meet code standards for energy efficiency. TOW 90' -102» 1 I I I (3) 1 X 11 -1 LVL 1 O I1 - - - - - - - - - - - - - - - - - - - - - --- " ----------------------- ---------------------------------------- DEPRESS WALL •'e CONC WALL DEPRESS WALL I 1 1 I I L -----J L-- --J I I FOR DOOR TOW M FOR DOOR )" CONC WALL 90'-41" 2 C c~ 1 I 1 I � I I MN MN Y I W I I I o I I I 1 11 1 � I X I m WALL i I TOW LLI �' 1 I 00� 0 1 I 17'-g4" 5'-112" Q DROPPED BEAM 1 ol11 O TOWFND/BSMNT FRAMING PLAN -------------------------------------------------------------- --- I 1 a - - - - - -- � •° 101,-9" a s. p. s.... •• e al . I J L___________________ ____________________________________ ___________ ________ -- I 1 TOW TOW 104'-6 1 100'-82' 14'-4" 8'-2" 8' 18'-2" 22'-0" F- o U 1° w 0 00 0 00 I --I N T_00 U,�z Lr) E M Q a w < ru U =" cl� 0 00 z � c ww z z00 LU M O < a u z < o z U a LU U W z0 O () W U °C Dz � Q U') 0 zJ O LU U LL W LU z2: W 1-I 0 �RUC� °N SES GENS P.T 2X10 16"OC 9'-8j„ L � I I I I I I I I I II r LU U z LU O LL J J 2 LU Y m DATE DRAWN: 03-27-19 REVISED: 05-10-19 A 1 1 I I I (3) 1 X 11 -1 LVL 1 O I1 e 1 1 I I I I �- + I - ------- - - -N I 1 1 I I L -----J L-- --J I I C-4 j e e l I 00 i � I X00 I � I 1 I „ I I 110" I I I I I 1 SLAB ON GRADE ABV I Ld CONC 1 11 1 � I 90':21- -101» I m WALL i I TOW I 11 I II 1 I + 11 I 2 96'-42» ' I TYP LALLY COL ° N ol11 O � TEP WALL & FTG. ON RE FTG � x 1 00 o l TOW �N I I I�� � �kr I . 100'-g•, 1 I 00 ° 10" CONC WALL WITH I I #5 VERTICAL RE TOW o Iv TOW 18" OC 100'-9" 96'-9" I V 1. L ------- - ------------- -----TP WALL -c-FTG .------------- ------ Al 1 I `e i L-- i --J 11-7 TJI FLOOR JOISTS ABV I 11-7 TJI FLOOR JOISTS ABV L 1 16" OC I m 11 16" OC I TOW TOW / Q I e: Q c~n o _ 00 ho 1 X I U 1 N 4 LO Q_ I O 1 e. b II Of 1 1 L- JI 1 I 14�" ' I i TOW I L-- --J 90'-42' I 1 � 36x36 RE FTG 1 A i" 8 I I I 1 100'-g„ 1 TOW 1 >>, r--r--�-- --� r------ -11 I I 1 90' - 1 0>, TOWFND/BSMNT FRAMING PLAN -------------------------------------------------------------- --- I 1 a - - - - - -- � •° 101,-9" a s. p. s.... •• e al . I J L___________________ ____________________________________ ___________ ________ -- I 1 TOW TOW 104'-6 1 100'-82' 14'-4" 8'-2" 8' 18'-2" 22'-0" F- o U 1° w 0 00 0 00 I --I N T_00 U,�z Lr) E M Q a w < ru U =" cl� 0 00 z � c ww z z00 LU M O < a u z < o z U a LU U W z0 O () W U °C Dz � Q U') 0 zJ O LU U LL W LU z2: W 1-I 0 �RUC� °N SES GENS P.T 2X10 16"OC 9'-8j„ L � I I I I I I I I I II r LU U z LU O LL J J 2 LU Y m DATE DRAWN: 03-27-19 REVISED: 05-10-19 A 1 I I 1 I I I I I I 51' 2I e 1 1 I I I I I I L -_L -_J L_ J I I I L-_T__J___J TO „I 96-9 1 I 1 1 e.• I I e. 1 > > „ I .. 110" SLAB ON GRADE ABV I,� no Ld CONC 1 11 90':21- -101» I QI I - m WALL i o i_ I 2 J=1 m x I N O e I 0')x � x � I MIS I I I�� � �kr I •° 1 TOW o Iv TOW 100'-9" 96'-9" I L ------- - ------------- -----TP WALL -c-FTG .------------- ------ ---- ---------J 1 L ---- ---------------SIN -------------- Ln fi-------�- - - - - - - - - - 1 TOW TOW 101'-9» 100'-82,,, Q c~n o _ 00 1 X I U 1 N 4 LO TOWFND/BSMNT FRAMING PLAN -------------------------------------------------------------- --- I 1 a - - - - - -- � •° 101,-9" a s. p. s.... •• e al . I J L___________________ ____________________________________ ___________ ________ -- I 1 TOW TOW 104'-6 1 100'-82' 14'-4" 8'-2" 8' 18'-2" 22'-0" F- o U 1° w 0 00 0 00 I --I N T_00 U,�z Lr) E M Q a w < ru U =" cl� 0 00 z � c ww z z00 LU M O < a u z < o z U a LU U W z0 O () W U °C Dz � Q U') 0 zJ O LU U LL W LU z2: W 1-I 0 �RUC� °N SES GENS P.T 2X10 16"OC 9'-8j„ L � I I I I I I I I I II r LU U z LU O LL J J 2 LU Y m DATE DRAWN: 03-27-19 REVISED: 05-10-19 A 1 5"" i n u 15'-4" 9'-32" 2 LOWER FLOOR PLAN 1/4= 1'-0" 24'-0" TYP: PAINT FASCIA, RAKE & SOFFIT TO MATCH METAL ROOFING COLOR TYP. 1X8 FASCIA 5" GUTTER T.O. PLATE 16" VENTED - HARDIE SOFFIT O 6' 2X6 STUD 12" ZIP R SHEATHING CLAPBOARDS- T.O. SUBFLR k T.O. PLATE �--S-----1 ili II , , 0 0 I DAMPPROOFING OL T.O. SLAB FTG DRAIN -O 3 BUILDING SECTION 1/4= 1'-0" 0 I 0 2'-0" 52» 0 00 3 20" LVL BEAM ABV o - 00 CN GARAGE of N 3680 4' H FENCE RI WOOD SLATS 0 8'x18' OVERHEAD DOOR - - - - LVL HEADER 7 20'-0" +/- 2 12 STANDING SEAM METAL 12" XPS FURRING STRIPS & AIRSPACE $" PLYWD SHEATHING 16" TJI RAFTER 91» 4 1" GWB z 2X6 BEARING WALL 2x10 CLG JOISTS 16" OC (3) 12" LVL UCTS J 2GWB I DANS STUDIO \ STOR B2 P.T. 2X4 STUD \ 10" RE CONC. FND WALL \ 4" RE SLAB (3) 12" LVL DROPPED NANCY'S STUDIO A / 2" XPS INSUL GRAVEL L--� �--� 42'-0" 1 MBEDRM WD �i SLOPED CLG 1 -3" < > FLUSH 8 i o HEADER 5 fl) rn A4 52„ 7'-O„ S-1„ 7'-O,> �z 8' H r - S. OD/2- -&bit=VS-- 2-- SifLVS - - I MCLOS1 CLOS2 �� A5 SLOPED �- 9 CLG 3680 FROSTED GL IKEA BESTADVT nP IK BESA — — I I I �IMIT FLAT CLG Lc n N I I 00 I I I r- MBATH A5 N I 4'-1" 1 TILE � I GL DOOR Ll 11 ATH I I- M 2'-63» 3>_ 1» 2'-3 �, "' LAT CL rn � ^ 4 C � F27,I 4 A5 o C -LI TILE 00 o SHWR5'-1" 5'- � DN 19R 18T®10.5" L - PLUS 1 "NSNG NOTE: INSULATE i� �� 2 - 3 -7 BATHROOM WALLS � A4 �„ FLUSH(3) 16"LVL a'-1� IN CLG ABV � zI SHLYS 8' H. VERTICAL STUDY GUEST <$> m WALL STEEL WD m I CHANNEL SLOPED CLG '�1 0 ENTRY C12x20.7 0 TILE 13-12" I 9'-1" e. 1 x Si \ a r10z2 I I w 00 N I BOLT ---F------- CHANNEL I DESK 2 LAT IKEA PAX 4'-62" TO CORNR I I i FILE BELOW FRAM'G HORIZ STEEL SCORED CONC SLAB ON GRADE 00 STEEL CHANNEL GATE C12x20.71i (3) 14" LVL BEAM CONC WALL 12'-34" CABLE RAIL 7 24'-0" 4X4 IPE POST SS CABLE 5/4 IPE CAP DECK FLUSH TILE HEARTH TO CODE 23'-62" 16" VENTED HARDIE SOFFIT T.O. PLATE WIN RO i WIN RO FAM 4'-34" WD r1 STOVE WALL MTD N 52„ II Li II LIVING/DINING I WD ALTERNATING TREAD STAIR UP 7 I 6 A5 8 I 1 2'-10" A5 5 i I DW �n PANTRY CLOS. I 5 SHLVS N 2 7 KITCHEN " 8' H. o WD _ 1880 WALL I A5 ' i '45 PAIR 4'-1" REFRIG O O ;1, - - - - DR UP 6" PORCH FIXED IPE GLASS EL. 101.5 6x6 POST 9 A3 6 CABLE RAIL A3 WIN RO T.O.SLAB 3 12 A3 PON- W O o U 1° LUO 00 LU O 00 z O I --I N Il W 2:00 U w z Z M Q d zo ° O J Q W ro U U =" �j w LU z� w a m DC o 00 z � Uj LU T.O.SUBFLR ?� z LU O Q d m v z Qlo� o 1RUC� °N SES GENS WIN 12'-72" 00 8 in �31 FIRST FLOOR PLAN 1• 10 DATE DRAWN: 03-27-19 REVISED: 05-10-19 A2 W U z LU z O in cn a Il W w U w z o LL zo ° O J J W J U LL- _ �j w LU z� w a m Uj 1RUC� °N SES GENS WIN 12'-72" 00 8 in �31 FIRST FLOOR PLAN 1• 10 DATE DRAWN: 03-27-19 REVISED: 05-10-19 A2 PAI G _----------( -- -1 EXTEI?_REL�EVAT�ION THSOU 1/8= 1 -0 (:3 EXTERIOR ELEVATION -NORTH --- ----------------- Jr EXTERIOR ELEV-GARAGE SOUTH 1/8= 1'-0" BLOCKING .K4 SHEATHING 11 LIVING RM WINDOW HEAD DTL NTS 1/27 Dia. PARRIAGE BOLTS O 32" o/c - STAGGERED JACK STUD LVL KING STUD 1/2" Dia. CARRIAGE BOLTS FULL—NADTH 2x6 LVL FULL-NADTH 2x6 SPF a nnvwn 12 LIVING RM WINDOW JAMB DTL NTS ---------------------------- EXTERIOR ELEV-GARAGE NORTH 1/8= V-0" L:A I CR1VR CLCVl1 11%jil-EMD I J L, --L- (2)1/8= V-0" EXTERIOR ELEVATION -WEST 1/8= 1'-0" STANDING SEAM METAL $" PLYWD SHEATHING 16" TJI RAFTER -T.O. CONC WALL DETAIL FRONT PORCH 1/2= V-0" MTL COPING I C1 2x2O.7 STL CHANNEL- 3 HANNEL — 4"x16 PNTD MDO 1X PNTD TRIM (EBONY) jx12" PNTD TRIM 1X6 SHIPLAP CEDAR MITRE CORNER 4" CONC SLAB ON GRADE 8 SECTION THRU FRONT PORCH 1/4= 1'-0" 4X4 IPE POST 1X6 IPE DECKIN CANTILEVERED 2X8 1X10 IPE F.O. FIND WALL DIESSNER FELDMAN RESIDENCE - WINDOW AND EXTERIOR DOOR SCHEDULE TAG MANFACTURER MODEL # TYPE SIZE (R.O.) WIDTH x HT HEAD HT (R.O.) LOCATION COMMENTS GENERAL NOTES Al INTEGRITY AWN 4947 AWNING 4'-1" x 3'-11 5/8" 7'-6" KITCHEN 1. PROVIDE FULL SCREENS WITH ALL OPERABLE UNITS UNLESS OTHERWISE NOTED. A2 INTEGRITY AWN 4947 2W AWNING 8'-1" x 3'-11 5/8" 12'-3j" GREAT RM FACTORYMULLED, EBONY INTERIOR A3 INTEGRITY AWN 3747 AWNING 3'-1" x 3'-11 5/8" 14'-0" ABOVE PANTRY 2. CLADDING COLOR - EBONY; SLIDING DOOR SCREEN COLOR: EBONY AWNING/CASEMENT SCREEN COLOR: WHITE A4 INTEGRITY AWN 3335 AWNING 2'-9" x 2'-11 5/8" 7'-6" MBR,STUDY A5 ALL ULTREX AWN 3335 AWNING 2'-9" x 2'-11 5/8" 7'-6" MBATH C -10j" GARAGE GARAGE, MBATH PRE FINISH WHITE INTERIOR UNLESS NOTED OTHERWISE 3. STANDARD LOW E INSULATING GLASS P1 ALL ULTREX ICAP 4935 CASEMENT PICTURE 4'-1" x 2'-11 5/8" 7'-6" MBATH WITH ARGON GAS. 4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE. 5. HARDWARE: 6. MARVIN SLIDERS SHALL HAVE SQUARE STICKING P2 INTEGRITY ICAP7355/ICA2155 CASEMENT/PICTURE 7'-9" x 4'-7 5/8" 7'-6" STUDY FACTORYMULLED C2 INTEGRITY CA2955 CASEMENT 2'-5" x 4'-7j" 7'-6" STUDY P3 INTEGRITY AWN4978 2W POLYGON AWN FRAME 8'-1" x 6'-4" 8'-0" GREAT RM FACTORYMULLED, EBONY INTERIOR C3 INTEGRITY CA3759 2W CASEMENT 6'-1" x 4'-11" 8'-0" DAN'S STUDIO C4 INTEGRITY CA3763E CASEMENT 3'-1" x 5'-4" 8'-0" MBR C5 INTEGRITY CA3763E 2W CASEMENT 6'-1" x 5'-3j" 8'-0" MBR FACTORYMULLED C6 INTEGRITY CA3759 CASEMENT 3'-1" x 4'-11i" 8'-0" NANCY'S STUDIO C7 INTEGRITY ICA1735 AWNING 1'-5" x 2'-11 5/8" 7'-6" MCLOSET SL1 MARVIN CSPD 12080 SLIDING PATIO DOOR 12'-3 3/4" x 8'-0" 8'-0" GREAT ROOM FLUSH THRESHOLD SL1 a MARVIN CSPD 4080 SINGLE FIXED PATIO PANEL 4'-3 3/4" x 8'-0" 8'-0" GREAT ROOM FLUSH THRESHOLD D1 TBD 3070/12" SIDELT 14"SWINGING 4'-1" x 7'-411" 7'-21" ENTRY PAINTED WOOD DOOR, FULL GL SIDELT D2 INTEGRITY IOFD2665 OUTSWING FRENCH DOOR 2'-7 5/16" x 6'-8" 6'-8"/15'-1" SCRN PORCH D3 THERMATRU S8000 3-0x8-0 SMOOTH STAR HINGED PATIO FRENCH DR PAIR 6'-0" x 8'-0" 8'-0" NANCY'S STUDIO 3 POINT LOCKING, FLUSH GLAZED, CLEAR GLASS. TO BE PAINTED D4 THERMATRU S8140 SMOOTH STAR FRENCH S-6" x 8'-0" 8'-0" DAN'S STUDIO 3 POINT LOCKING, FLUSH GLAZED, CLEAR GLASS. TO BE PAINTED D5 THERMATRU S100 SMOOTH STAR S-2 1/2" x 6'-10 1/2" 6'-10 1/2" GARAGE TO BE PAINTED MEMBRANE ROOFING 4" PLYWD SHTH'G SLOPED BLKG -MIN a"/FT 2x6 RAFTER ..I P.T. 2X8 JOIST GUTTER a TRIM BLK'G FURRING 2' PLYWD SHTH'G HARDIE CLAPBDS 2x6 4x4 PNTD TRIM 1X6 SHIPLAP CEDAR -ING 1 WALL FOR 16' D.. LX6 IPE RAIL C 4X4 IPE POST SS CABLE 1X6 IPE DECK', PT 2X8 JOIST 1X10 IPE F-- o U .o w C) °a C) 00 i 2 2: 00 U z L, cl�O Q F- LU LU Q rxo U =" U ~ 0Y O 00 z I - 0C , IT LU w �o z 00z LU O a z Q z Ua LLI U z LU z0 O cn LU U �z F Q U7 zo O LU ULL > ce LU LU zz LU 0 �RVC� °N SES �5 9 SECTION THRU FRONT PORCH 1/2= V-0" 4 X 6 IPE CAP 4X4 IPE POST SS CABLE *§�ECTION THRU DECK 1/2= V-0" INTEGRAL MEMBRANE GUTTER -1 X8 FASCIA PLYWD GUSSET z V) Oz O a� LU LU J (n LU O1-4 f� C) LU 1--1 Z) X o0 LU LU U LU 0 J LL 0 J J oC LU Q m DATE DRAWN: 03-27-19 REVISED: 05-10-19 A 3 GL PNTD DOOR ..I P.T. 2X8 JOIST GUTTER a TRIM BLK'G FURRING 2' PLYWD SHTH'G HARDIE CLAPBDS 2x6 4x4 PNTD TRIM 1X6 SHIPLAP CEDAR -ING 1 WALL FOR 16' D.. LX6 IPE RAIL C 4X4 IPE POST SS CABLE 1X6 IPE DECK', PT 2X8 JOIST 1X10 IPE F-- o U .o w C) °a C) 00 i 2 2: 00 U z L, cl�O Q F- LU LU Q rxo U =" U ~ 0Y O 00 z I - 0C , IT LU w �o z 00z LU O a z Q z Ua LLI U z LU z0 O cn LU U �z F Q U7 zo O LU ULL > ce LU LU zz LU 0 �RVC� °N SES �5 9 SECTION THRU FRONT PORCH 1/2= V-0" 4 X 6 IPE CAP 4X4 IPE POST SS CABLE *§�ECTION THRU DECK 1/2= V-0" INTEGRAL MEMBRANE GUTTER -1 X8 FASCIA PLYWD GUSSET z V) Oz O a� LU LU J (n LU O1-4 f� C) LU 1--1 Z) X o0 LU LU U LU 0 J LL 0 J J oC LU Q m DATE DRAWN: 03-27-19 REVISED: 05-10-19 A 3 WD NEWEL, a WD CAP, 3S CABLE o U w 0 00 o 00 i oo Z M Q d I x n W Q ro U =" 1X MAPLE CAP M 3X3 MAPLE POST oz � SS CABLE BENT STEEL LT z 00 z 1 SQ. NOSING HANDRAIL » (/) w M HD WD FLR GWB 8 O Q r 3/4" PLYWDTYP-WD \ d m Q) Z Qo 2X8 RAFTERS 16"OC TREAD OPEN GWB GWB �qg u a 2X8 @ 16" OC PLYWD \ SIDE J i° /-GWBI - \ \ I \ \ WALL MTD TV \ \ FLUSH SWING ARM \\ \ WD BASE SCREEN MOUNTING E: OPEN \ L / o / / ihco `-4 l"MDO PLYWD FOR PAINT �� / n 100 SCREEN �� ERIOR ELEV-GREAT RM(:��N 1'-0" I 2-0" 2'-0" 1'-6 1 -6 1 -0 FIXED 3 DRWR 1 DOOR fm W 7P.T. 2X10 16"OC �i U z cl L L L L� W ALTERNATE Q (:��N ERIOR ELEV-ALT TREAD STAIR MONORAIL TRACK TO BE PRICED z � � 1/2= 1'-0" O Ln FIXED GLASS 1--i W w U w 4"7 Z O VENEER PLYWD ALIGN z 0 -j � Q -------------------- PAINT COLOR #2 F--- LL GWB / \ / (') C) \ / / LU U L _ OPE%\ TO GUEST/SxUDY \OPEN TO MBR / w T3'x12" \ / \ /HLF \ / \ z z m HOOK HOOK \/ \/Lu A Y4" PYWD VENEER; HRDWD EDGE; A 1-4 co 1 SECTION-SCREENED PORCH I OPEN OPEN / \ FLUSH BA E 4'-11" 3'-9» 4'-0" 4'-0" 4'-0" I SS CABLE �„ TYP. 2 ADJ. SHLVS WB _ 1'-7Z IKEA PAX CUBBIES BY CONTRACTOR W/ SLIDING DOORS G'� O 1" SQ NOSING 1 x24"HDWD HANDRAIL ERIOR ELEV-ENTRY/STAIR WALL CQNO SCOTIA WITH LIGHT RIBBON (4��N IN CHANNEL 1/2= 1'-0" GWB \ / (n \ / z O 2" APRON PNTD GWB PKT DOOR \ / W NO TRIM \ / J WD TREAD LU SQ. NOSING NO SCOTI O WD RISER \ / W D0 TO ~ MB H Z PAINT COLOR #2 BEiO`1D PAINT COLOR #2 ~ CD VENEER PLYWD T 00 / \ `-' GWg" VENEER PLYWD SS CABLE / \ 2X4 / \ DATE DRAWN: STOR B2 GWB / \ 03-27-19 / \ REVISED: \ 05-10-19 I \ SECTION THRU STAIR (:��NERIOR ELEV-BOOKSHLVS SECTION THRU STAIR RAIL CAB 8 INTERIOR ELEV-MBEDRM �� 1/4= 1'-0" 1'-0" 1/2= 1'-0" 1/2= 1'-0" GWB BACK/SIDES TYP 11 D PLYWD FLOATING SHLF �o i OPEN FIXED SHLVS / \c) / \ w -i rn / \ O 00 N IKEA GODMORGON00 = yl 1 DR MIRROR CAB u Ln o Q F- 13" D WALL CAB , W Q fu 1X6 PNTD WIN & CAB 3 -0 WATERFALL TRIM 2'-2" U " 1'-6" 8" DEEP LT SHLF UP & DN LTS FULL DEPTH VENEER PLYWD 0� O 00 0 z � 4'-0" W w00 �o 18" DEEP OPEN SHLVS Z z PNTD TRIM / \ /o \ \ Cn w M > O a / GLASS OR TILE // \\ / \ \ /� // \\ / Z o (o BKSPLSH / \ Q N / \ A HOOK a / \ 1 " SIDELL_ GRANITE CNTR / \ PANEL A \ 0 / \ - HOOK HOOK IKEA HAMMARP OAK CNTR / \ GRANITE BKSPLSH / V of \ 98X255"- CUT TO FIT / \ �I WD CNTR 30" ELEC COOKTOP \ov \ ACCESS TOINSTALL ORECEP MMET FOR o0 \ o / \ / / KNEE SPACE Xao Q / OPEN \ -C,4 \ / N FLUSH BASE / \ 4'-0" 1'-6" 3'-6" 2'-6" 2'-6" 3'-0" 6" 4'-11" 2'-6" 2'-p„ 2 OPEN PULL OUT SHLVS 3 DRWR 3 DRWR 3 DRWR 3 DRWR REFRIG FILLER IKEA PAX 2 LAT FILE IKEA GODMORGON/ SLIDING DOORS BY OWNER ODENSVIK ERIOR ELEV-KITCHEN INTERIOR ELEV-GUEST/STUDY INTERIOR ELEV-BATH2NT1/2=ERIOR ELEV-PANTRY 4„(:��N 1/2= 1'-0” 1/2= 1'-0" 3 1/2= 1 -0 W z 5'-10g" Lu C) » GRANITE CNTR TOP � W VENEER 10'-32'° SOFFIT W U PLYWD / GWB / U w W HDWD EDGE `\ `\ z O CAB SIDE PANEL Q J u- u') J J O U L _ w 5 INTERIOR ELEV-KITCHEN ISLAND 6 INTERIOR ELEV-KITCHEN ISLAND z Z m 1/2= V-0" 1/2= 1'-0" 4" VENEER PLYWD (� V.,V LVVL W HDWD EDGE SURROUND W GRANITE CNTR �"' GRANITE BKSPLSH FIN. CAB SIDE PANEL GRANITE FIN. CAB SIDE PANEL / 4 ro —VENEER PLYWD FLUSH WD BASE \ \ / ,N o0 3'-0" 2'-0" 1'-6" 3'-63°> 4'-6" TERIOR ELEV-STOR B1 ELEV-STOR B1 DOORS BESTA BESTA BESTA BESTA BESTA BESTA *LN 1/2= 1'-o" (�kI�NTERIOR 1/2= 1'-0 4 1 DRWR SINK BASE DW 4 DRWR KNEE SPACE 13" DEEP CABINETS �� �G L DOUBLE 2 DRWR 2 DRWR 2 DRWR 2 DRWR 2 DRWR 2 DRWR TRASH 3 DR 3 DR 3 DR 3 DR 3 DR 3 DR ` ON 7 INTERIOR ELEV-KITCHEN ISLAND 8 INTERIOR ELEV-KITCHEN ISLAND 9 INTERIOR ELEV-MCLOS-f?,x3C 1/2= 1'-0" 1/2= 1'-0" 1/2= 1'-0" GENS \ WALL CAB U) 1 z GWB ALIGN / / \ O 4" AZEK SURROUND 77 v a Or / v / v SCONCE '-QUARTZ �_ SCONCE / c - o J / W I o—� I I� O /� CD MIRROR \V 7'-8" Lu TOILET M SHWR BEYOND BEYOND Z -i SCONCE SCONCE T ~ 00 1 PLYWD -� LCj QUARTZ �_ 20" DEEP N SHWR TILE OPEN FOR DATE DRAWN: STACKED W D CAMPER � T.O. MATTRESS L � / 03-27-19 CD N O C _ _ _ _ ] \ X / o REVISED: //-LINEAR DRAIN 05-10-19 GWB I I li/ J 6'-0" 1'-8" 2'-11" i 2 INTERIOR ELEV-MBATH (1*�NERIOR ELEV-MBATH ()4�N ERIOR ELEV-MBATH 1Jr INTERIOR ELEV-MCLOS/MBEDRM 16 INTERIOR ELEV-MBATH1/A 5 2= 1'-0" 1/2= 1'-0" 1'-0" 1/2= 1'-0" 1/2= 1'-0" 2'-3„ - 4 DRWR MW L MTD PICTURE FRAME WIN W/ AZEK 4 DRWR WA L MTD VANITY - 2" PLYWD PLYWD TYP.- OPEN CUBBIES 4' DEEP EQ EQ PNTD BASE BY CONTRACTOR 1'-118" 1'-118" 1'-118" PNTD BASE BY CONTRACTOR 1'-118" - 2" PLYWD PLYWD TYP.- OPEN CUBBIES 4' DEEP EQ EQ PNTD BASE BY CONTRACTOR 1'-118" 1'-118" 1'-118" - 2" PLYWD PLYWD TYP.- OPEN CUBBIES 4' DEEP EQ EQ 4'-0" VV S4 '\vv S4 VVS4 I � \ DAN S \ \\ STUDIO \ / 1 NANCY S I IJ Al �J STUDIO Ll u /out II I It files cutting J1 r---- — — — — I n --- I Q Q - C o `\ Rl c0 0. I/FA O \\ II 2 II --j_�' \ I NI I I i fl�lt I I\ I I � I I I\I FLRII II � I � RECE � P rin er F_ CD I fla computer i II II °O 6'x3'-6 I file I / I i Rl / L O I I press I I SZOg B2 ; � I I I I I I I , F_ R1 / \I �— I \\ I j — J I I \*ni�l" i / L I ' –A /FAN2 i I /' ' — — — w F Al2 4'-2" \\ 4'-2" 4'-b" ' U u 4'-0" Li EQ E IL 4'-p„ \ r__�SM2 1 we I . v s i STORAGE UTILITY �---- --_ I I DARK RM 'O SM2------- SM2 jj SM2 1 �/4 �ERLOOR LIGHTING PLAN I I I DIESSNER FELDMAN - LIGHTING FIXTURE SCHEDULE SYMBOL MANUFACTURER CATALOG NUMBER LAMP NAME DESCRIPTION & LOCATIONS GENERAL NOTES R1 HALO * RL 460WH 930 PK / H245 ICAT 90 CRI, 3000K ; 570 LUMENS 4" LED RECESSED DOWNLIGHT MATTE WHITE; MBATH, PORCH,STAIR HALL,BATH2 ® R2 HALO * RL 560WH 9930 PK / E550ICAT 91 CRI, 3000K ; 930 LUMENS 5" RECESSED DOWNLIGHT LIVING/DINING, DIMMER 1. PROVIDE ERV OVERRIDE SWITCH IN MBATH, BATH2 O LINEAR LED L UP UP LIGHT 2. PROVIDE PROGRAMABLE TIMER R3 HALO * SLD4/SLD4TRMWH 2700 INTEGRAL LED 4" SLD ULTRA LOW PROFILE SURFACE, MOUNT AS UP LIGHT CONTROL FOR FRONT ENTRY SM 1 TELEPHONE _ W & GARAGE EXTERIOR LIGHTS. SM2 BY OWNER WAC INTEGRAL LED 2700K GLO LED FLUSH MOUNT -SMALL DARK RM, WC, UTILITY 3. SEE INTERIOR & EXTERIOR LUH ELEVATIONS FOR FIXTURE HEIGHTS P1 ARTEMIDE * DISCOVERY SUSPENSION 90 CRI, 3000K LIVING/DINING 4. PROVIDE COMPATIBLE DIMMER SWITCHES FOR ALL DECORATIVE P2 ARTEMIDE * ORSA 21 SUSPENSION 90 CRI, 3000K KITCHEN ISLAND FIXTURES EXCEPT IN BATHROOMS. 5. SWITCH/ RECEPTACLE COLOR TO BE P3 BY OWNER TBD ENTRY P4 BY OWNER EGLO E26 BASE, LED 22 W, 3000k, 90CRI RONDO SMALL MCLOSI, MCLOS2; BOTTOM OF FIXTURE TO CLEAR CABINET DOOR WHITE. PROVIDE SAMPLE STYLE MCLOS OPTIONS. P FAN 1 BY OWNER MODERN FAN CO. LED 52" BALL FAN W/ LT ALUMINUM; MBEDRM,LIVING 6. REVIEW TV, PHONE, CABLE, INTERNET, AND A/V REQUIREMENTS P FAN2 BY OWNER MONTE CARLO 35U54BP STUDIO 54" 3 METAL BLADE BRUSHED PEWTER; STUDIOS WITH CLIENT T1 BRUCK * 140 008 MC 16' ENZIS SUSPENDED TRACK LIVING (STAIR); SEE SPEC SHEET FOR REQUIRED ACCESSORIES 7. CONTRACTOR TO PROVIDE UTILITY T1 HEAD BRUCK * 137 350 -mc -3 -dim 3000K, 90CRI GALLERY TRACK HEAD FOR DIMMING LIVING ROOM (STAIR); 6 HEADS; MATTE CHROME FIXTURES AND SWITCHING IN T2 HALO * HALO MINI SERIES L812 DAN'S STUDIO; STUDY; WHITE; NO. OF HEADS TBD UTILITY BASEMENT. L1 METALUX * 4WPLD 3130 R9 080083750634 93CRI, 3000K AP SERIES 4 FT. WPLD NANCY'S STUDIO 8. SEE GENERAL NOTES ON DWG. SHEET 01 9. * DESIGNATES FIXTURE AVAILABLE L2 VODE * RP AE 1 0 LO 30 52 0 WH 3000K ZIP TWO MICRO PROFILE KITCHEN; UP AND DOWN LOCATIONS L3 NOVA FLEX * NF -PRO -0 -60 -24V -3000K SURFACE 1707 CHANNEL 3000K PRO 60 SERIES RIBBON LT UNDER STAIR HANDRAIL THROUGH REFLEX LIGHTING 10. FIXTURES DESIGNATED "BY OWNER" L4 BY OWNER TBD UNDERCABINET LT; MBATH WILL BE SUPPLIED BY OWNER. WS1 BY OWNER MODERN FORMS 20" LEDGE OUTDOOR LED WALL SCONCE BRUSHED ALUMINUM; GARAGE WS2 BY OWNER dweIILED 3000K 36" STRIP BATH BAR MBATH WS3 BY OWNER MODERN FORMS 14" LEDGE OUTDOOR LED WALL SCONCE SCREENED PORCH WS4 BY OWNER SEAGULL LIGHTING OUTDOOR CYLINDERS WALL SCONCE -SMALL PAINTED BRUSHED NICKEL; EXTERIOR WS5 ARTEMIDE * SURF MICRO LED 3000K MICRO SURF MBEDRM I MBEDRM BED READING FIXTURES WS6 ARTEMIDE * JET WALL LAMP FAN1/LT I FANTECH PB270L7-2 BATH FAN W/ 2X LED 7W DIMMABLE LED REMOTE MOUNT EXHAUST FAN JMBATH,BATH2 LIGHTING / ELECTRICAL KEY AWS WALL SCONCE OR RECESSED DOWN R RECESSED WALL WASHER P PENDANT O SURFACE MOUNTED SM ® EXHAUST FAN F1 W U LINEAR TRACK T O LINEAR LED L UP UP LIGHT DUPLEX RECETACLE O QUAD. RECEPTACLE J GROUND FAULT L SWITCH v TELEPHONE \ I / Ln \ /FAN -LT � \\ 1 Ll I ` I I \\\ 1 MBEDRM I MCLOS1 ��' \\ MCLOS2 i —Rjl;L — — R� W/D MBATH I III �I 1 �\ DECK I � I � I \ I `\ / \ i eA WS4 3'0. i I \` �,/CABLE \\ R2 \ \ _ \00\ 1 I / l R2 i' I I I I 1 I I I I I I\\ N / Ln 41 \` I \ FLR I 2 �I El R ECE\ \1 � /R2— — c�z I I \ 1T/FAN1 I11LIVING DI \ / 1 I 1 12 \ �N 1 \\ ! I I I HAND — — — Pl \ \ \ % f� 1 ElE)\ \ 3'-6" R2 1 \\ \ �2 1 INSIDE 1 I \ \\ I I GAB _j M \ I 1 Q ��\\\ I F P, ---P2 1 A~ � I I II ' I I I I a\1 I II DW I ' I I I---Y-------1--------J � I I LLLj / / p I \ .' c, 1 ' `\ KITCHEN ELEC 3 I I / I \ N -0 `\\ COOKTOP -- I I \ UNDER , ` DESK II \ R----------- —/R —------------R1� — II I REFRIGFdb L�� Cr�S_S_= �L2 2FIRST FLOOR LIGHTING PLAN 1/4= V-0" w SCRND PORCH �Rvc�jON SET GENS MW U � W (D o0 o 00 I --I N 2 2:co U z L, 0 M Q F- LU W = Ifu ci� O 00 z I - LU � 00 z z L, LU O a rn z Q z Ua DATE DRAWN: 3-27-19 REVISED: 05-10-19 LU U z LU O < w W U w z o LL zo O J J L J U _ W LU zz w Q m LUH DATE DRAWN: 3-27-19 REVISED: 05-10-19 SIMPSON SDS A x 3" @ 16" % - TYP. TYP WALL FRAMING ADD'L 2x4 STUD BEHIND C12 - TYP/2 SHEATHING - TYP C12 SIMPSON SDS �/4 x 3" @ 16" 5 CONNECTION DETAIL 7 S-1 SCALE: NONE S-1 4 � WELD DETAIL S-1 % SCALE: NONE •; TOM am '1 3 S-1 C12 SOLID BLOCKING SHEATHING - TYP 2 x 10 STUD - TYP 13/" LVL RIPPED TO FIT C12 %" � LAG - TYP CONNECTION DETAIL SCALE: NONE %" � LAG - TYP/8 C12 2 x 10 STUD - TYP 2 -PLY 13/" LVL RIPPED TO FIT BETWEEN 2x10's 0 0 9'-6" FRAME ELEVATION SCALE: NONE C 12 x 20.7 v It J11VIr JVI V ..JLJJ /4 x 2 5 Ea SIDE OF BEAM 6 � SADDLE DETAIL S_1 % SCALE: NONE STRUCTURAL NOTES GENERAL 1. All Structural Work shall conform to the Massachusetts State Building Code (780 CMR), 9th Edition and the requirements of the Contract Drawings and Specifications. 2. The Structural Drawings are based on information shown on the Architectural Drawings. The Contractor shall coordinate all dimensions, elevations, and details with the Architectural Drawings. 3. Design Criteria: Ground Snow Load pg= 40 psf Snow Load Importance Factor Is = 1.0 Temperature Factor Ct= 1.1 Exposure Factor Ce= 1.0 Flat Roof Snow Load pf = 35 psf minimum per Table 1604.11 Width of Upper Roof Wbu = 50 ft. Potential Drift Height Hdu = 2.7 ft. STRUCTURAL STEEL 1. All structural steel work shall conform to the latest editions of the following: a. American Institute of Steel Construction (RISC) I. Manual of Steel Construction, ASD ii. Code of Standard Practice b. American Welding Society (AWS) I. Structural Welding Code D1.1 2. Channels and plates: ASTM A36 3. Standard bolts: ASTM A307 4. Provide primer and field paint on all areas of steel. 5. Welding electrodes shall be E70XX. All welding shall be performed by certified welders. 6. Lag screws shall conform to ANSI / ASME B18.2.1 and ASTM A307 a. Pilot holes shall be drilled in wood members for lag screws as follows: I. For the unthreaded shank, the pilot hole shall be the same diameter as the shank ii. For the threaded portion, the pilot hole shall be 70% of the shank diameter 7. Provide holes or other means of attaching blocking for trim. Coordinate type, size and location with the Architect. 8. A structural steel shop drawing shall be submitted to the Architect for review in a timely fashion. a. Original drawings shall be created for use in shop drawings. Do not use any part of the Construction Documents as overlays for shop drawings. b. First -generation prints or legible copies shall be submitted. Do not submit facsimiles or copies thereof. Digital submittals must have adequate resolution for a complete review. --------------- ---------------------------------------- 2 CONNECTION DETAIL 1 S-1 SCALE: NONE S-1 EXTERIOR ELEVATION - SOUTH SCALE: NONE 20.7 F- U W F— U U DC Q LU U 1-4 DC LU z V) O CL z z J 0 0 z 0 0.a F- Qc z I LU Z) LU a U) F - LL a �c U Me 00 00 N 00 M v X LL M 00 It It %b 00 T M L a W U Z W Z 0 O i --i W U D Z c Q U) o Z J OW ULL LU U z W oC O ILL0 J J 2 LU Q CID = Q J W LIJF- > 0 0 >- J dS z z W Q J Ua DATE DRAWN: 3-27-19 REVISED: S-1 —s-® MERIDIAN OF PLAN BOOK 23B, PAGE 1 99SUBD V S ON APPROVAL NOT REQU RED99 PLAN OF LAND IN NORTHAMPTON, MASSACHUSETTS PREPARED FOR o OF Mgssl DAN EE EELDM AN AND NANCY D BSN ER P RANDALL cys SCALE: V`20' 2018 E. HAROLD L. EATON AND ASSOCIATES, INC. o IZER Ln REGISTERED PROFESSIONAL LAND SURVEYORS q#35032 235 RUSSELL STREET — HADLEY MASSACHUSETTS SUR\i 413 584-7599 413-585-5976 (fax) email — hleaton@aol.com LYNN POSNER RICE, ARCHITECT Phone 413-586-4483 Fax 413-584-2898 DIESSNER FELDMAN RESIDENC BUILDING LOCATION 05-10-19