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Home My WebLink AboutBuilding Plans 10-29-252" MINIMUM SIDE COVER BC6 POST CAP "SIMPSON" BC CONNECTORAT EACHPOST TOP TO BEAMCONNECTION-TYPICAL "SIMPSON" STRONG-TIEBC CONNECTOR AT ALL POSTBASES-TYPICAL DETAIL 3BC6 POST BASE DETAIL 4H2.5ADETAIL 2HIGH WIND LOAD CONNECTION DETAILS TOTAL ROOF WIDTH (INCL.1' OVERHANG) 40' REQUIRED STRENGTH OF RAFTER TIE-DOWN CONNECTION TO RESIST WIND UPLIFT FORCES (Pounds per tie-down connection) 24' 649 435 H2.5A with (5) 8d x 1 1/2 nails into each rafter, (5) into plates: Uplift=600 lbs. O.C. RAFTER SPACING (in.) ROOF ASSEMBLY TO TOP PLATE ASSEMBLY BASED ON TABLE 2.2A OF THE 2001 WFCM 16" 24" 32'36'28' 416 279 474 318 532 356 591 396 IMPORTANT NOTE: ALL DESIGNS, NOTES AND DETAILS BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE AND THE 2022 CONNECTICUT STATE BUILDING CODE. 1.ALL FOUNDATION WALLS SHALL BE 8" THICK W/16"x 8" CONTINUOUS FOOTINGS. WALLS <8' TALL SHALL HAVE ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR MID- HEIGHT OF THE WALL STORY. WALLS > 8' TALL SHALL HAVE ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR THIRD POINTS IN THE WALL STORY. 1 PROVIDE ADEQUATE DRAIN TILING, CRUSHED STONE AND FILTER FABRIC AROUND PERIMETER OF FOUNDATION AT OR BELOW THE TOP OF THE FOOTING. 2.WOOD SOLE PLATES AT ALL EXTERIOR WALLS, WOOD SOLES OF BRACED WALL PANELS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 4 FEET ON CENTER. BOLTS SHALL BE AT LEAST 1/2 INCH IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE. A NUT AND 3" WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES FROM EACH END OF THE PLATE SECTION. EXCEPTION: FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2- INCH DIAMETER ANCHOR BOLTS. FOUNDATION NOTES 2025 2. EMERGENCY EGRESS OPENING 3. STAIRS 1. DESIGN LOADS Design Criteria 2025 SNOW 30#/S.F. WIND 130 MPH Velocity Ultimate Wind Speed 1ST FL. L.L. 40#/S.F. 2ND FL. L.L. 30#/S.F. ATTIC L.L. 20#/S.F. SLEEPING ROOMS: SILL HEIGHT< 44" NET GLASS OPENING >/= 5.7 S.F. NET GLASS OPENING HEIGHT >/=24" NET GLASS OPENING WIDTH >/=20" 10" MIN. TREADS 8-1/4" MAX. RISERS 3/4" MAX. TREAD PROJECTION OF CLOSED RISER 6'-8" MIN. CLEAR @ CEILING ABOVE STAIRS 3'-0" MIN. WIDTH OF STAIRS TYPICAL DECK DETAIL DF-1 PER AWC PRESCRIPTIVE WOOD DECK CONSTRUCTION GUIDE TYPICAL DECK DETAIL DF-2 PER AWC PRESCRIPTIVE WOOD DECK CONSTRUCTION GUIDE TYPICAL DECK DETAIL DF-4 PER AWC PRESCRIPTIVE WOOD DECK CONSTRUCTION GUIDE TYPICAL DECK DETAIL DF-3 PER AWC PRESCRIPTIVE WOOD DECK CONSTRUCTION GUIDE TYPICAL DECK DETAIL DF-5 PER AWC PRESCRIPTIVE WOOD DECK CONSTRUCTION GUIDE OPTIONAL OVERHANG RIM JOIST BEAM (see detail D-6) L0 OR L/4 MAX. OVERHANG JOIST BLOCKING (@ OVERHANGING JOISTS ONLY) JOIST HANGER LEDGER BOARD (see detail D-5) POST JOIST SPAN (L < LJ)HOUSE WALL_ DRIP EDGE HURRICANE CLIP 5/4" FASCIA SCALE: 1/4" = 1'-0" TYP. WALL SECTION P.T. 2x6 SILL 5/8" DIA. ANCHOR BOLT @ 48" O.C. APPROX. GRADE - V.I.F. 8" CONC. WALL W/ SPRAYED ON RUBBER MOISTURE BARRIER 4" DIA. PERF. FTG. DRAIN W/ 8" MIN. CRUSHED STONE AND FILTER FABRIC 16" X 8" CONT. FOOTING MIN. 3/4" T&G SUB FLOOR 1/2" GYP. BD. @ WALLS AND CLG. (TYP.) SEE DETAIL 2 THIS SHEET 30 YEAR FIBERGLASS ARCHITECTURAL SHINGLES 15# ROOFING FELT 1/2" CDX PLYWOOD ROOF SHEATHING CONT. RIDGE VENT (TYP.) ICE & WATER SHIELD MIN. 3' UP ROOF SLOPED >3:12 4" CONCRETE FLOOR SLAB W/ W.W.M. AND VAPOR BARRIER (SOIL-GAS-RETARDER MEMBRANE (MIN. 6-MIL POLYETHYLENE SHEETING OR EQUIVALENT), OVER 8" MINIMUM CRUSHED STONE. LOWER FLOOR MAIN FLOOR "ACCU-VENT" ROOF TRUSSES BY OTHERS 7" CLOSED CELL SPRAY FOAM INSULATION = R-49 4.5" CLOSED CELL SPRAY FOAM BLOCKER ATTIC R-60 BLOWN-IN CELLULOSE INSULATION IN FLAT CLG. 1/2" CDX. PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C. 2 1/2" (R-15) CLOSED CELL SPRAY FOAM W/ VAPOR BARRIER R-15 UNFACED F.G. BATT INSULATION R-30 KRAFT FACED F.G. BATT INSULATION IN GARAGE CLG. 1/2" GYP. BD. 2x4 STUDS @ 16" O.C. W/ R-13 BATT INSULATION 3/4" R-5 FOAM BOARD, TAPE ALL SEAMS Decks supporting large concentrated loads such as hot tubs are beyond the scope of this document. All decking material shall be composed of dimension lumber (2" nominal thickness) or span rated decking in accordance with the American Lumber Standard Committee Policy for Evaluation of Recommended Spans for Span Rated Decking Products (November 5, 2004). Attach decking to each joist with 2-8d threaded nails or 2-#8 screws. Space decking boards approximately 1/8" apart. Each segment of decking must bear on a minimum of 3 joists (or 3 supports). All posts, framing lumber and stringers shall be approved preservative treated wood suitable for ground contact. [R317.1.2] All cut ends and notches of posts shall be field treated with an approved preservative (such as copper naphthenate) [R402.1.2] Fasteners and connectors exposed to salt water or located within 300 feet of a salt water shoreline shall be stainless steel grade 304 or 316 or rated for use in a salt water environment. Fasteners and connectors shall be of the same corrosion-resistant material. Composite Decking material must be labeled as complying with ASTM D7032. Provide diagonal bracing parallel to the beam at each corner post greater than 2'-0" in height, see detail DF-2. Provide minimum of 2-1500lb. (or 4-750lb. min.) lateral tie downs per deck section, see detail DF-5. For further information, please refer to the American Wood Councils publication DCA-6 or section R507 of the 2021 IRC. DECKING REQUIREMENTS 2025 THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF Cornerstone Designs, llc. ,DEVELOPED FOR THE EXCLUSIVE USE OF Cornerstone Designs, llc.. USE OF THESE DRAWINGS AND CONCEPTSCONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF Cornerstone Designs, llc. IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES FROM $100,000.5036 CASE EGRESS PORCH 7 12 NOTE: P.T. OR BETTER, 36" HIGH (MIN.) HANDRAIL (GUARD) REQUIRED WHERE DECK OR STEPS ARE >30" ABOVE FINISHED GRADE. NO OPENINGS IN GUARD SHALL ALLOW A 4" SPHERE TO PASS THROUGH-TYP. 7 12 1' O.H. SEE DETAILS 3 & 4, THIS SHEET FOR CONNECTOR INFORMATION - TYP. ALL POST TO PIER AND POST TO BEAM CONNECTIONS. P.T. 6x6 SUPPORT POST (TYP.) ON 12" PIER OR10" PIER W/BF20"BIGFOOT SYSTEMS"FOOTING TO 42" BELOWGRADE (TYP.) PROVIDE4-# 4 REBARS VERT. VINYL LAP SIDING VINYL FASCIAS, CORNER TRIM & WINDOW CASING -TYP. PRECAST CONC. STEPS APPROX. GRADE 5036 CASE EGRESS PORCH LEFT ELEVATION 7 : 12 3049 EGRESS 2030 SAFETY3030 6068 SEE DETAILS 3 & 4, THIS SHEET FOR CONNECTOR INFORMATION - TYP. ALL POST TO PIER AND POST TO BEAM CONNECTIONS. 7 : 12 3049 EGRESS 2030 SAFETY3030 6068 BACK ELEVATION 3049 EGRESS PORCH 7 12 7 12 1' CANT. 3049 EGRESS PORCH RIGHT ELEVATION 3046-2 3049 EGRESS3049 EGRESS PORCH 30493049 8070 8070 3068 7 : 12 30493049 97 1/8"10"97 1/8"2'-1 1/4"25'-6 15/16" +/-INSIDESILL STOP3046-2 3049 EGRESS3049 EGRESS PORCH 30493049 8070 8070 3068 7 : 12 30493049 FRONT ELEVATION Lisa Kobar PO Box 1 Yantic CT 06389 860-287-1025 Lisa@CSDplans.com 1/4"=1'-0" SHEET: SCALE: DRAWINGS PROVIDED BY:DESCRIPTIONCornerstone Designs DATE:DATENO.PROJECT DESCRIPTION:SHEET TITLE:A-1 10/24/2025Heller DevelopmentPRELIMINARY ONLYP R E LIM IN A R Y GENERAL NOTES & REQUIREMENTS 2025 ALL DESIGNS, NOTES AND DETAILS BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE / 2022 CONNECTICUT STATE BUILDING CODE. ALL LUMBER SHALL BE NO. 2 DOUGLAS FIR, OR BETTER. ALL CARPENTRY SHALL BE PERFORMED IN ACCORDANCE WITH APPROPRIATE CODES AND STANDARD PRACTICES. ALL STRUCTURAL LUMBER SHALL BE GRADE STAMPED. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF A.C.I. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", A.C.I. 301, LATEST EDITION. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: SLABS ON GRADE:...............3500 psi (EXPOSED TO WEATHER), FOOTINGS AND FOUNDATIONS:.........................3000 psi (NOT EXPOSED TO WEATHER) FOR CONCRETE MIX AS REQUIRED BY A.C.I. "STANDARD PRACTICE FOR MEASURING, MIXING, AND TRANSPORTING CONCRETE, A.C.I. 304, LATEST EDITION. ALL EXTERIOR FOOTINGS SHALL BE 8" THICK BY 16" WIDE (MIN. FOR 8" WALL) AND 10" THICK BY 20" WIDE (MIN. FOR 10" WALL) AND SHALL EXTEND TO 42" BELOW FINISHED GRADE (FROST LINE).FOOTINGS ARE TO REST ON UNDISTURBED/NATURAL SOIL. NAILING SHALL CONFORM TO THE 2021 IRC, TABLE R602.3(1) OR R602.3(2) UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN ON THE DRAWINGS. FLOORING SHEATHING SHALL BE GLUED AND NAILED. SILL PLATES IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. ANCHOR BOLTS SHALL BE ASTM A-307 STEEL PROVIDE SOLID BLOCKING AT END OF ALL 2x10 OR LARGER JOISTS AND AT MID HEIGHT OF ALL STUD WALLS OVER 9' IN HEIGHT. PROVIDE DIAGONAL OR SOLID BRIDGING FOR ALL 2x10 OR LARGER JOISTS AT MID SPAN IF SPAN IS GREATER THAN 10'. ALL EXTERIOR WALLS AND PARTITIONS SHALL HAVE 2-2x10 HEADERS AT DOOR AND WINDOW OPENINGS UNLESS OTHERWISE SPECIFIED. ALL INTERIOR WALLS AND PARTITIONS WITH THE EXCEPTION OF PLUMBING PARTITIONS, ARE TO BE 2x4 UNLESS OTHERWISE SPECIFIED. ALL EXTERIOR DECK AND DECK RAILING TO BE PRESSURE TREATED (PT). EXTERIOR 2X6 WALLS SHALL HAVE 5 1/2 THICK, R-21 FIBERGLASS BATTS & "ZIP" 1" R-3 SHEATHING W/ 1" (OR SIMILAR). OR SPECIFIED WALL INSULATION BASED ON 2021 IRC N1102 (TOTAL UA ALTERNATIVE [RES CHECK]). CEILINGS AT ATTIC SHALL HAVE GLASS FIBER BATTS WITH AN R-60 MINIMUM, OR SPECIFIED CEILING INSULATION BASED ON IRC N1102 (TOTAL UA ALTERNATIVE [RES CHECK]). G.F.C.I. OUTLETS ARE TO BE INSTALLED IN ALL KITCHENS AND BATHROOMS PER 2021 IRC, E3901.2.1 - E3901.10 SMOKE ALARMS ARE TO BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND/OR ONE UNIT PER HABITABLE LEVEL. ATTIC ACCESS HATCH TO HAVE R-60 BATT (MIN.) INSULATION, OR SPECIFIED CEILING INSULATION BASED ON IRC N1102 (TOTAL UA ALTERNATIVE [RES CHECK]) AND BE WEATHER STRIPPED. INSULATION SHALL BE PROTECTED FROM COMPRESSION. 1.ALL FOUNDATION WALLS SHALL BE 8" THICK W/16"x 8" CONTINUOUS FOOTINGS. WALLS <8' TALL SHALL HAVE ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR MID- HEIGHT OF THE WALL STORY. WALLS > 8' TALL SHALL HAVE ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR THIRD POINTS IN THE WALL STORY. 1 PROVIDE ADEQUATE DRAIN TILING, CRUSHED STONE AND FILTER FABRIC AROUND PERIMETER OF FOUNDATION AT OR BELOW THE TOP OF THE FOOTING. 2.WOOD SOLE PLATES AT ALL EXTERIOR WALLS, WOOD SOLES OF BRACED WALL PANELS AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 4 FEET ON CENTER. BOLTS SHALL BE AT LEAST 1/2 INCH IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE. A NUT AND 3" WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES FROM EACH END OF THE PLATE SECTION. EXCEPTION: FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2- INCH DIAMETER ANCHOR BOLTS. FOUNDATION NOTES 2025 MECHANICAL NOTES 2023 ..THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR ALL REQUIRED INSPECTIONS. ..PER THE CONDITIONS OF APPROVAL FROM ZONING, NO FRAMING MAY TAKE PLACE UNTIL THE FOUNDATION CERTIFICATE IS COMPLETED. ..DRYER DUCTS SHALL BE MECHANICALLY FASTENED (NOT TAPED) WITH SCREWS PROJECTING NO LONGER THAN 1/8 INCH INSIDE THE DUCT. ..A BLOWER DOOR TEST CONDUCTED BY A THIRD PARTY IS REQUIRED. TEST RESULTS, SIGNED BY THE THIRD PARTY TESTER, SHALL BE SUBMITTED TO THIS OFFICE UPON COMPLETION OF THE TEST. THE AIR LEAKAGE RATE SHALL NOT EXCEED 3 AIR CHANGES PER HOUR (3 ACH). THE PROPER CONSTRUCTION METHODS TO ACHIEVE THIS RATE CAN BE OBTAINED FROM A THIRD PARTY TESTER. ..A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED THAT MEETS THE REQUIREMENTS OF SECTION M1505 OF THE 2021 IRC OR THE INTERNATIONAL MECHANICAL CODE. ..A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER. THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON THE CEILING/ROOF, WALLS, FOUNDATION (SLAB, FOUNDATION WALLS, CRAWL SPACE WALLS AND/OR FLOOR) AND DUCTS OUTSIDE OF CONDITIONED SPACED. THE CERTIFICATE SHALL INCLUDE THE RESULTS OF THE BLOWER DOOR TEST AND DUCT TIGHTNESS TEST. THE CERTIFICATE SHALL ALSO LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. ..DUCT SEALING AND DUCT TIGHTNESS TESTING IS REQUIRED IN ACCORDANCE WITH SECTION N1103.3.6 LEAKAGE SHALL BE LESS THAN OR EQUAL TO 8 C.F.M. PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. ..PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED, THE CONTRACTOR SHALL PROVIDE THE BUILDING DEPARTMENT WITH AN AFFIDAVIT/STATEMENT INDICATING WHO THE CONCRETE SUPPLIER AND INSTALLER WAS FOR THIS PROJECT ALONG WITH ALL THEIR CONTACT INFORMATION AND ADDRESSES. BRACED WALL PANEL-TO-FOUNDATION HOLDOWN SOLUTIONS FOR 800 LB. CAPACITY REQUIREMENTPORTAL FRAME DETAIL Wall Schedule2D Symbol Wall Type 8" Concrete Stem Wall Exterior-2x6 Interior-2x6 Interior-2x4 Deck Railing/Fence THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF Cornerstone Designs, llc. ,DEVELOPED FOR THE EXCLUSIVE USE OF Cornerstone Designs, llc.. USE OF THESE DRAWINGS AND CONCEPTSCONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF Cornerstone Designs, llc. IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES FROM $100,000.3 1/2" DIA. CONCRETE FILLEDLALLY COLUMN (TYP.) 2'-6" x 2'-6" x 1'-0" CONCRETEFTG. (TYP.) 3-1 3/4" x 9 1/4" 2.0E Microllam® LVL-FLUSH 2'8'-6"2'-4"8'-6"25'-8"27'9'47' 8" 1'-4"8"8"8"11'-8"11'-4"24' 9' V.I.F.1'10'2'-11 1/2"6'-7 1/4" V.I.F.47'1'-4"11'-9"1'-6"11'-9"1'-4"Unexcavated MASONRY OPENINGMASONRY OPENING STEP FOUNDATIONWALL & FOOTINGPER SITE CONDITIONS - V.I.F. STEP FOUNDATIONWALL & FOOTINGPER SITECONDITIONS - V.I.F.PITCH SLAB 2" TOWARDSDOORS - GARAGE PORTIONP.T. 6x6 SUPPORT POST(TYP.) ON 12" PIER OR 10" PIER W/BF20 "BIGFOOT SYSTEMS" FOOTING TO 42"BELOW GRADE (TYP.)PROVIDE 4-# 4 REBARS VERT. SEE DETAILS 3 & 4, SHEET A-1 FOR CONNECTOR INFORMATION - TYP. ALL POST TO PIER AND POST TO BEAM CONNECTIONS. CONT. 18" WIDE x 8" THICK CONC. FTG BELOW FRAMED BEARING WALL ABOVE. 4" CONCRETE FLOOR SLAB W/ W.W.M. ANDVAPOR BARRIER OVER8" MINIMUM CRUSHEDSTONE Foundation 5036 CASE EGRESS30682668 20683046-2 80708070 2668 2668 2668 UP 2x10 or 9.5" LVL Flr. Jsts. @ 16" o.c.2x10 or 9.5" LVL Flr. Jsts. @ 16" o.c.2x10 or 9.5" LVL Flr. Jsts. @ 16" o.c.2x10 or 9.5" LVL Flr. Jsts. @ 16" o.c.SD/CO AC/DC INTERCONNECTED SMOKE & CARBON MONOXIDE DETECTOR/ALARM EF EXHAUST FAN/LIGHT 5/8" TYPE "X" GYP. BOARD AT COMMON WALLS AND ALL CEILINGS - TYP. 20 Min. Self-Closing Solid Core Door HEATSENSOR HS P.T. 2X10 Deck Jsts. @ 16" o.c.SD AC/DC INTERCONNECT 20 Min. Self- Closing Solid Core Door 3 x 9 1/4 Beam 2-1 3/4" x 9 1/2" LVL Beam P.T. 2-2x10 BEAM 4x4 Post4x4 Post4x4 Post 10'-10"5'-9"7'-2"8'-5"8'-7" 22'-10"7'-2"17' 47'13'-5"4'-2 3/4"9'-4 1/4"9'1'27'10'24'-2"22'-10" 3'-2 1/2"3 1/2"3'-2 1/2"9'-10"3'-7"9'-7"4'6'-9"5'-9"10'-9"4'9'-1 1/2"3 1/2" 23'-8 1/2"27'9'-2" V.I.F.1'10'1'3'-3"6'-5 1/2" V.I.F.1'1'652 sq ft Living Area Lndry. Closet Family Bedroom Garage P.T. 2x10 LEDGER BOARD BOLTED TO WALL W/ 1/2" BOLTS @ 2'-0" O.C. STAGGERED -TYP.CANT.CANT.STAIRS DISTANCE TO STAIRSPROVIDE R-21 KRAFT FACED F.G.BATT INSULATION INCOMMON GARAGEWALL. 3 1/2" DIA.CONCRETE FILLEDLALLY COLUMN(TYP.) BEARING WALL 3 1/2" DIA.CONCRETE FILLEDLALLY COLUMN (TYP.)Storage1st Floor DN 306826682668 2068266840682668 2668246826682668 2030 SAFETY 6068 30493049 UP DN PORCHPRE-ENGINEERED TRUSSED ROOF -TO BE DESIGNED BY OTHERSPRE-ENGINEERED TRUSSED ROOF -TO BE DESIGNED BY OTHERS30"x30" MIN. ATTICACCESS,WEATHER STRIPAND INSULATE TOR-38 MIN. SD/CO AC/DC INTERCONNECTED SMOKE & CARBON MONOXIDE DETECTOR/ALARM EF EXHAUST FAN/LIGHT EF EXHAUST FAN/LIGHT Exact kitchen cabinetdesign and layout tobe completed bykitchen designer. SD AC/DC INTERCONNECT SD AC/DC INTERCONNECT SD AC/DC INTERCONNECT 8'-6"8'-6"4'-6"6'-1 1/2"5'-6"5'-10"2'-8"3'-2"5'-5 3/4"5'-4 1/4"3'-10 1/2"5'5'-9 1/2" 6'-2"4'-2" 10'-4"2'-4"10'-7 1/2"6'-8 1/2"17' 47'14'14'28'1'1'5'9'-4 1/2"5'-9 1/2"5 1/2"5'-3"5'-6 1/2"2'-7"13' 20'-7 1/2"10'-9 1/2"15'-7" 47'11'3'3'4'-6"2'-7 1/2"11'-4 1/2"1245 sq ft Living Area Landing Living Kitchen Bedroom Master Bdrm Master Bath Bedroom ClosetClosetBath Closet Dining Closet PRE-ENGINEERED SCISSORTRUSSED ROOF - TO BEDESIGNED BY OTHERSPRE-ENGINEERED SCISSORTRUSSED ROOF - TO BEDESIGNED BY OTHERS1/2 WALL RAILINGTUB/SHOWER TUB/SHOWER Linen ISLAND3030 3049 EGRESS 3049 EGRESS 3049 EGRESS 3049 EGRESS2nd Floor Wall Schedule2D Symbol Wall Type 8" Concrete Stem Wall Exterior-2x6 Interior-2x6 Interior-2x4 Deck Railing/Fence Lisa Kobar PO Box 1 Yantic CT 06389 860-287-1025 Lisa@CSDplans.com 1/4"=1'-0" SHEET: SCALE: DRAWINGS PROVIDED BY:DESCRIPTIONCornerstone Designs DATE:DATENO.PROJECT DESCRIPTION:SHEET TITLE:A-2 10/24/2025Heller DevelopmentPRELIMINARY ONLYP R E LIM IN A R Y