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16 koskiusko street - full plans - pck edits 0 B U .n V C. . I 16 r\ oscousko Corc e c em , Massachusetts 0 L '� st of Draw '� ngs . � Title Sheet a� � EX1 Existing Floor Plan Al Basement, First Floor Plan & Exterior Elevations A-' A2 Framing Plans , Cross Section , Wall Types & Details � A3 Framing Plans cl� U F� � Gross Foor Area Basement 690 s . f . — gross floor area 1st Floor 621 s .f . — gross floor area 2nd Floor 640 s. f . — gross floor area =-======- Gross Floor Area 1 , 951 s . f . IFU _________ � Lot Area 1 , 681 s . f . cl� � Doo Architect : AESTHETIC IMAGES Architects / Planners 7 Stimson Street Phone: (617) 323-6081 Boston, MA 02132 Fax: (617) 323-6081 hermit Document 05/ 30 / 2023 north arrow cc cc I I N N M M tD tG L O c v O o s a �O m O O WH Deck T� Kitchen Bedroom Cn � � Cn U p Cu M Urn O 17T- stamp J Pr No. 8391 O O BOSTON J 0 0 0 0 0 Living Room Dining Room Bedroom Bedroom project O (n ® Z3 � U U Basement Floor Plan First Floor Plan jecond Floor Plan Scale: 1 /4" = 1 '-0" Scale: 1/4" = 1 '—ole: 1 /4" V) U 0 E Cn revisions date 05/30/2023 scale 1 /4 31=1 9-099 drawn Sip job no. title Floor Plans sheet no. north arrow V_0" 5'-4 1/2" General Notes : Oo of 00 C C C C ITEMS TO BE REMOVED ICI-4 .O W pp 0 NEW ITEMS INSTALLED JT(y 2'-6" A Utility "' 0 EXISTING ITEMS TO REMAIN "' Deck U� 00 9°_9" N o o o It is required that the contractor and all subs inspect �c 1' the project and verify all existing conditions. They M M " „� M will be held responsible for the full extent of all N30 DOOR Kitchen required work prior to bid and during construction. r- T CD Bedroom im 2. The contractor and all the subs shall confirm and X Laundry xverify in the field all conditions, dimensions, quantitiesFf ti + c c R ``' and locations prior to submitting their final bid and installation of ANY items or materials, all through the 6'-0" construction process. Failure to do so will result in �1 34 D OR 4 the contractor being solely responsible for the cost of flNe EXIS making all required corrections. 9" 9» 9" -0 1/2" A2 to IStairs Below "' " c The contractor and subs shall notify the owner or Cn t� 3' architect in writing of any and all conflicts in the iH S� field. � o L4 Drawn information is taken from existing and random EXISTING a, EXISTING EXISTING field measurements and is provided only to assist the ,--� o 3/8" 6'-0 5/8" P Y aU a, EXISTING contractor and the subs in establishing the scope of P-+ 1'-11 1/ " M work and therefore not to be relied upon. Do not scale drawings for quantities, lengths, sizes or areas. 10'-4 1/2" -, " 9'-9 1/2" .+.> 5 Cn The contractor and subs shall report in writing any -> bCn and all deviations in the existing conditions, a, 115-1 dimensions, quantities and locations etc.. to the ern Living Room architect/owner prior to installation of ANY items or a, g Dining Room materials. Failure to do so prior to the start of C) n Art Studio " , Bedroom Bedroom construction shall make the contractor solely i-, tn `V responsible for cost of making all required NOTE: corrections. Finished St rage PROVIDE PERIMETER DRAIN AND DRAINAGE It is NOT intended that these drawings show every cut ao " SYSTEM IN EXISTING 6. and/or condition of the building system, however, the stamp BASEMENT o EXISTING EXISTING contractor and all the subs shall furnish a complete i product in accordance with the best practice of the ���� PETiroFo� M 30" DOOR 1 EXISTING trade, to the satisfaction of the architect/owner and in strict conformance with all applicable state and n No. 8391 local building code requirements. ` BOSTON J 7. All materials and notes refer to new materials unless otherwise noted or indicated existing. 8. The contractor and subs shall temporarily disconnect project and remove all existing building services that interfere with the proper installation of the new construction. B a s e m e n t F l o o r P I a n F i r s t F l o o r �Ia n je con d l o o r P l a n The contractor and subs are responsible to notify the architect/owner in writing of these services before " disconnection. Reinstall and reconnect all temporaryle: 1/4 = 1 —0 Scale: 1 /4 = 1 —0 le: 1 /4 = 1 —0 disconnected and removed items to the satisfaction of the architect and owner. W ct -+-- 9. All existing areas, not to be demolished, disturbed or damaged as a result of the new construction are to F� be patched or replaced and finished to match I� U adjacent work areas. 10. See plans, elevations, details and specifications (if f , 3 part of this project) for additional specific project u U requirements. O 0 General Notes : 11. pVerify all existing items to be removed as shown on Y W Ian. W e r1i 12. Provide required insulation as per code: : 1 All new exterior window shall match existing and All perimeter walls of heated space R-20 shall be as shown or as required by the Owner. All floor framing of heated space R-30 �U Provide fulll height removable black vinyl insect All roof framing of heated spaces R-45 screen or as required by Owner. All exterior doors R-2.5 (n EXI TING All insulated windows R-1.54 Q 2. All exterior trim shall be Azec or as required by the EXISTING EXISTING Owner. 13. All exterior walls shall consist of 2x6 framing 16" NEW BASEMENT EGRESS EXISTING EXISTING o.c. with 1/2" CDX plywood sheathing & painted 1/2" 3. Sloped roof shall be 30 year fiberglass shingles with GWB interior with skim coat plaster finish. _ 48" min. ice and water shield at bottom of slope and as per owner's requirements. 14. All roofing shall be as shown on plans with 3/4" T Cn & G plywood decking and 30 year fiberglass shingles. 4. Provide all new gutters & down spouts tied into EXI TING =________ storm drain system as required & as per owner's _ _ _ _ _ _ _ _ request, coordinate locations with new storm drain 15. All new interior ceilings & walls shall be painted 1/2" revisions system. GWB with skim coat plaster. NEW WINDOW N 5. All siding shall match existing siding or as required 16. All new interior doors shall be solid wood six panel n by Owner. colonial doors with painted solid wood trim with plinth blocks. At rooms base and ceiling crown molding as per owners request. N EXISTING a EXISTING 17. All new exterior doors shall be solid painted wood with weather stripping, painted wood thresholds and NEW 34x80 metal full life screen doors with removable HALF LITE ® screen/window panel. date EXTERIOR 05/30/2023 DOOR EXISTING 18. All bathrooms shall have 36" file wains coating with -71 full file tub surround. All full bathrooms shall have vanity base cabinets and all 1/2 baths shall have scale EXISTING HOUSE AND DECK EXISTING HOUSE AND DECK NEW BASEMENT EGRESS EXISTING HOUSE pedestal sinks or as per Owner's request. 1 /4 31 /4"=1 9—0 99 19• All new windows shall be solid wood windows to match existing, style, sizes & detail. Manufacturer shall be Anderson 400 Architectural Series or as drawn Rear Elevation ® r i v e w a E l e v a t i o n requested by owner. Sip 20. The owner and contractor is solely responsible for the Scale: 1/4" = 1 '-0" Scale: 1 /4" = 1 '-0" location of the building on the site and shall hire a job no. site engineer & surveyor to verify all zoning & site conditions & requirements. If adjustments to the building is required the architect shall be notified in writing prior to construction of any building item or foundation. Failure to do so will result in the owner & contractor being solely & collectively responsible for title the costs any required corrections. Floor Plans & 21. All appliances and construction methods shall comply with all Energy Star Rating requirements. Exterior 22• All other requirements to be verified with owner. Elevations sheet no. north arrow Framing Notes : - - EXISTING BASEMENT SLAB - NEW BEAMS & HEADERS as notes) i NEW FRAMING MEMBERS EC I H 00 EXISTING FOUNDATION BRIDGING o � -- - - - - - - #4 DOWEL 12 ' O.C. Utility I , 0 2 2 1. All structural work shall be performed by qualified Deck NOTE: " ° ° d e licensed professional builder only and not by the ;0- UNDERPIN EXISTIMG FOUNDATION WITH 1.4 • • = Owner. Any deviation from these plans shall be the `� 6 NEW WALL & FOOTING IN MAX. 48" ° CD sole responsibility of the Builder & Owner. WIDE SECTIONS ° ° 0 ,�; ,r; K• ° 2. All applicable building codes shall be followed and itchenD d z_ are the responsibility of the contractor. ^ T I I I I CONTINUOUS #4 REBAR 12 O.C. BOTH DIRECTIONS ° e LU 3. All lumber for new framing shall conform to that as IS ER N W (2 1.7 11.8 LV TO XISTI G B - - (2) 2x10 4" CONCRETE SLAB WITH 6x6 WIRE ° • • ° o required for one & two family construction. The o ,� - - o _ _ w Contractor shall verify with a structural engineer all MESH ON 6 CRUSHED GRAVEL & 6 ° � 4x6 WOOD POST io D requirements and any additional requirements and c MIL POLY VAPOR BARRIER Or shall review these drawings prior to construction. i 3.5 STEEL POST c, w z NI , I I I CONTINUOUS #5 ° -S s--&lo REBAR 6" O.C. � 4, All pre-engineered laminated beams shall be sized as "� , ° 0 per manufacturers recommendation and provide the �i _L1 _L1 �� , W F t e ° d ° local Building Inspector with all applicable cuts and rn c r - - ° e ° d � specifications for their review prior to installation. " (2) 2x10 IS ER N W (2 1.7 11.8 LV TO XISTI G B 9 - = ----a-'t - --�- e—-`� ° LLJ a ° ° e ° d ° ° ° ° 0 5. All concrete foundations shall be 3,000 PSI concrete 4x6 WOOD POST .,.. 3.5 STEEL POST ° °d ° ° ° ° • 3 at 28 days 4 -0 below grade min. CU ° d ° a� Cn e ° ° ° ° e 0 Align and make flush height of all floor framing at ° ° e ° d 4, m 6' new addition with existing floor joists and align and \ a� 'b ° ° make flush height of new ceiling framing. The Cn FI Ished Storage "� e ° ° d ° d ° co contractor shall be solely responsible for aligning and 4 ° • e •° e • e $ • 4 • • making flush all floor finishes and ceiling/s. U b CUT IN N W (2) 1.75 11.8 5 LVL CUT IN NEW (2) 1.75x 1.87 LVL C/I° Z Misaligned floor finishes and ceiling/s WILL NOT BE � 46 WOOD POST Living Room Dining Room e c ° ° ACCEPTABLE. 3.5 STEEL POST 7. All LVL's: Fb=3100 psi. U m 3'-0" All framing lumber Fb=1300 psi, Fc=1650.psi j pq rt St d i All new floor joists shall be as shown on plans with 2 2x10 I required bracing as per manufacturer's requirements. Under— Pin Detail All structural steel to be fy+50 kips. 3 8. All rebar Gr60 ASTM - 60,000 PSI. stamp Scale: 1 -1 /2" _ � '—O" ��REDARCy/ 9. Soil capacity assumed at 1 tons psf, verify by Owner. �`� �'J PET�To °� 10. All bearing walls 2x6 at 16" o.c. and as noted on No. 8391 3.5 SCHEDULE 40 WITH 4" O.D. framing plans & details. BOSTON J SST LCC 4.5-4 STEEL COLUMN 4x6 WOOD POST 11. All multiple LVL's to be bolted together as per manuf. SISTER NEW 2x10 TO EXISTING FRAMING 10"x10"x1/2" STEEL specifications. PLATE ON 1" NON- project SHRINK GROUT 12. Contractor to provide all necessary shoring as required Pro J to install all new work as indicated on plans and 1 s t F l o o r F r a rn i n 2nd F l 1 'o o r Framing I I PATCH EXISTING CONCRETE FLOOR shall be solely responsible for it's design and SLAB WITH 6x6 W1.4 x W1.4 implementation. 1 Scale: 1 4" = 1 '-0" Scale: 1 4" = -0" STEEL WIRE MESH WITH 6 MIL / / � VAPOR BARRIER 13Framing plans show only the minimal or requirements for pricing only. All other requirements shall be • rl '^ ° < a : e ° verified by the structural engineer and shall be the V J e , e (6) #5 ANCHOR BOLTS sole responsibility of the Contractor.Aq �{ -I- a d ° e' e 6 MIL. POLY VAPOR BARRIER AT ® (� a d TYPICAL 24"X24"x12" BACKSIDE OF STUDS L Z3 • p .- SPREAD FOOTING, AT ALL 5-1/2" WD STUDS, 16" O.C. U N a LALLY COLUMNS WITH (1) LAYERS 1/2" GWB (� 3/4" CDX PLYWOOD SHEATHING y a j o a • �• • (4) #4 REBAR - -- - ------------- ------ CONTINUOUS METAL FLASHING EACH WAY to 29-019 � U 2x6 PT FRAMING 16" O.C. WITH Steel Post F o o t i n 1 Basement Wall U IL BATTEN INSULATION 6 Scale: 1 -1 /2" = 1 '-0" Scale: 1 -1 /2" = 1 '-0" 2x6 PT SOLE PLATE Ct 2nd Floor 2) #5 REBAR ® 16" 2x6 WOOD FRAMING 16" O.C. WITH (1) LAYERS FOUNDATION RAFT INSULATION O.C. SPLICED TO DOWELS OF 1/2" GWB EACH SIDE & ACOUSTICAL IN WITH GROUTED CORES IN NSULATION 8" CONCRETE BLOCK 2" CONTINUOUS AIR BAFFLE ..9,2 . . • , ,, , �_,.:..,.,: : ;: .. . , Y_ �,:.:,.:. : .... .. revisions WALL, ALL VOIDS PROVIDE R-38 CLOSED CELL FOAM INSULATION FOR "HOT ROOF GROUTED SOLID / M " DESIGN LL 30 YEAR SHINGLES AS PER OWNERS REQUIREMENTS ON / to 15# BUILDING PAPER / ICE AND WATER SHIELD ENTIRE PORCH /t° ROOF SLOPE / 2 Wide Interior Wall i 1 st Floor TYPICAL METAL EDGE DRIP / Scale: 1 -1 /2" = 1 '—0" date to 31e T&G CDX PLYWOOD 05/30/2023 5 `a / 2x4 WOOD STUDS, 16" O.C. WITH 9" PROVIDE HURRICANE (1) LAYERS A IC SNS/2" GWB EACH SIDE & scale " ' " CLIP ANGLE Q EACH 1 /4 =1 —0 o RAFTER A A 3 I N ao ao \ ) &V� drawn A too "t °.° o e rn Sip 6 I I TYPICAL 24"X24%12" Q R-20 CLOSED CELL I I SPREAD FOOTING, AT A L LALLY COLUMNS VAPOR BARRIER a GOAM INSULATION Interior Partition job no. d p Baseme t I a N scale: 1 —1/2" = 1 '-0" J (4) #4 REBAR a 6" EACH WAY • • • 2x6 FRAMING 16" O.C. WITH (1) LAYERS OF title 1/2" GWB @ INTERIOR AND (1) LAYER 3/4" Framing Plans, a n s 8" NOTE:2'-0" PROVIDE HURRICANE CLIPS CDX PLYWOOD SHEATHING CAD EXTERIOR WITH , AND OTHER ATTACHMENTS 15# BUILDING PAPER & 7/16" HARDI-BOARD Cross Section, AS REQUIRED BY CODE SIDING Wall Types & Details Cross Section Foundation Detail Roof Ed e Detail \ �- ,� 5 7 ^ - - - - - - - sheet no. Scale: 1 -1 /2 = 1 —0 Scale: 1 -1/2 = 1 —0 Scale: 1 -1 /2" = 1 '-0" 4 N R Exterior Wall A2 Scale: 1 -1/2!" = 1 '-0" north arrow - 0 0 00 .o WH m FI Utility Deck N N M M Kitchen N X Laundry = `� FI GF GFI or CQ FI Stairs Below a� GFICn FI Cn Cn FI GF C/I W o Finished Storage Living Room Art Studio g g Dining Room stamp AR FI dD E GFI GFI GFI No. J project Basement Power Plan 1st Floor Power Plan 1 Scale: 1/4" = 1 '-0" Scale: 1 /4" = 1 '-0" C� } ® Z3 � U U � O � Y W V) 07 : O U 0 E Cn W Cn revisions date 05/30/2023 scale 1 /4 31=1 9-099 drawn Sip job no. title Power Plans sheet no.