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HomeMy WebLinkAboutAP 2023-019 Vilsaint - Progress Print Guest HouseDESIGNER:ROCKWOOD DESIGN, INC.1020 PLAIN STREET - SUITE 320MARSHFIELD, MA 02050Phone: (781)-837-3140Fax: (781)-837-3126Email: PHIL@rockwooddesign.COMWebsite: www.rockwooddesign.comCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC.COWNER:STRUCTURALENGINEER:PROGRESS PRINT-NOT FOR CONSTRUCTION PROGRESS PRINT-NOT FOR CONSTRUCTIONVILSAINT RESIDENCE358 FLINT STREETMARSTON MILLS, MA 02648PROGRESS SET - 11/16/2021 358 FLINT STREETMARSTON MILLS, MA. 02648CELL: EMAIL: KEVIN & CORRIELOCUS MAPSEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.CONTRACTOR TO VERIFY ALL DIMENSIONSAND SETBACKS PRIOR TO CONSTRUCTIONGUEST HOUSE DENOTES PROPOSEDFOUNDATION WALL ATOP FOOTINGFOUNDATION NOTES/LEGEND:1)SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS"BOOKLET NO. 21-___ BY _________ ENGINEERING, llcDATED AUG/__/2021 FOR ADDITIONAL NOTES AND DETAILS2)ALL NEW FOUNDATION WALLS SHALL BE DAMP PROOFEDWITH A BITUMINOUS COATING.3)6 SQ. FT. OF VENTILATION REQUIRED FOR EVERY1,500 SQ. FT. OF BASEMENT AREA.4)OPENING FOR UNDER-FLOOR VENTILATION:1 SQ. FT, OPENING/150 SQ. FT. OF CRAWL SPACE AREAPOST UP:SEE FRAMING PLANOF FLOOR ABOVEFOR TYPE AND SIZELAMINATED POSTDOUGLAS FIRPOST SIZE4x4 DF POSTFRAMING NOTES/LEGEND:1)SEE "STRUCTURAL ENGINEERING AND WFCM ANALYSIS" BOOKLET NO. 21- BY ENGINEERING, LLC DATED AUG//2021 FOR ADDITIONAL NOTES AND DETAILS2) ALL FRAMING MEMBERS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND THE COMMONWEALTH OF MASSACHUSETTS 780 CMRPOST UPLAMWINDOW SCHEDULEQUANTITYID LETTERMANUFACT.MODELTYPEROUGH OPENINGCOMMENTSCOMMENTSROUGH OPENINGTYPEMODELMANUFACT.ID LETTERQUANTITYEXTERIOR DOOR SCHEDULE2ENGINEERDENOTES DETAIL IN "STRUCTURAL ELEMENTS"BOOKLET BY STRUCTURAL ENGINEERDENOTES PROPOSED LOWFOUNDATION WALL w/2x6 STUD WALL ATOPPROPOSED SQUARE FOOTAGE NOTE:FIRST FLOOR LIVING AREA= ft²SECOND FLOOR LIVING AREA= FT²UNFINISHED ATTIC FLOOR AREA= FT²TOTAL FINISHED LIVING AREA:= FT²FLOOR PLAN LEGEND:WALL TO BE DEMOLISHEDEXISTING STUD WALLPROPOSED STUD WALLOBJECT ABOVEOBJECT BELOWDENOTES FOUNDATION WALLTO BE DEMOLISHEDDENOTES EXISTINGFOUNDATION WALLAS2DENOTES ARCHITECTURAL BUILDING SECTIONJACK STUDSKING STUDS2 J S2 KS(WINDOWS SHOWN FOR ESTIMATING AND PERMITTING ONLYFINAL ORDER TO BE VERIFIED AND APPROVED BY OWNER)DRAWING INDEX:A0COVER PAGEA1NOTES and LEGENDSA2FRONT ELEVATIONA2.1REAR ELEVATIONA2.2RIGHT SIDE ELEVATIONA2.3LEFT SIDE ELEVATIONA3FIRST FLOOR PLANA4SECOND FLOOR PLANA5ATTIC FLOOR PLANA6ROOF PLANA7BUILDING SECTION "A-A"A8BUILDING SECTIONS "B-B" & "D-D"A9BUILDING SECTION "C-C"A10CUPOLA DETAILS1foundation PLANS2FIRST FLOOR FRAMING PLANS3SECOND FLOOR FRAMING PLANS4ATTIC FLOOR FRAMING PLANS5ATTIC CEILING FRAMING PLANS6ROOF FRAMING PLANSS/COH/SMETAL HANGERSSTEEL BEAMLVL BEAMBEARING WALLBEARING WALL ABOVEFRAMING BELOWEXISTING FRAMINGPROPOSED FRAMINGSMOKE DETECTORSMOKE/CO2HEAT SMOKEBATHROOM FAN/LIGHTFOUNDATION & CONCRETE NOTES:1. SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEARING CAPACITY OF TWO TONS PER SQUARE FOOT.2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN TWO TONS PER SQUARE FOOT ARE ENCOUNTERED AT THE SPECIFIED ELEVATIONS, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEER/ARCHITECT.3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF SUBSURFACE CONDITIONS.4.NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND.5. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.6. BACKFILL UNDER ANT PORTION OF THE FOOTINGS AND SLABS SHALL BE COMPACTED IN 6" LIFTS OF 95% COMPACTED GRAVEL AS APPROVED BY THE ENGINEER.7. CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".8. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS AND 3,500 P.S.I. FOR SLABS, WITH A SLUMP OF NO MORE THEN 4" AND AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION FOR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH THE A.C.I.9. STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. 615, GRADE 60.10. ALL CONCRETE SLABS ON THE GROUND SHALL BE REINFORCED WITH 6x6-10/10 (MIN.) WELDED WIRE FABRIC PLACED AT MID-DEPTH, OR AS OTHERWISE SHOWN ON THE DRAWINGS WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO A.S.T.M. A185, AND SHALL LAP 6" MINIMUM OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER. PROVIDE SUFFICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSITION WELDED WIRE FABRIC.11. WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS OTHERWISE SHOWN.12. NOTIFY BUILDING DEPARTMENT FOR INSPECTION OF COMPLETED INSTALLATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO SCHEDULED PLACEMENT OF CONCRETE.13. PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS SHOULD HAVE A VERTICAL 2"x4" KEY WITH CONTINUOUS REINFORCING (40 BAR DIAMETER MINIMUM) THRU THE CONSTRUCTION JOINT.14. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE AMERICAN CONCRETE INSTITUTE. UNDER NO CONDITIONS SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS.15. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOMMENDED TO CONTROL CRACKING. SAW CUT TO A DEPTH ONE HALF INCH NOT-TO-EXCEED 10 FEET BY 10 FEET.16. DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE, OTHER THAN FROST WALLS.GENERAL NOTES:1. GENERAL CONTRACTOR TO CONFORM TO ALL LOCAL AND STATE BUILDING CODE REQUIREMENTS.2. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.3. THE ENGINEER IS RESPONSIBLE ONLY FOR INFORMATION SHOWN ON THE CERTIFIED ENGINEER'S DRAWINGS. THE DESIGN AND LAYOUT OF ALL OTHER INFORMATION IS THE RESPONSIBILITY OF OTHERS AND MUST CONFORM TO THE MASSACHUSETTS BUILDING CODE REQUIREMENTS. REFER TO STRUCTURAL ENGINEERING BY OTHERS FOR CERTIFIED BEAM CALCULATIONS AND CERTIFIED WIND DESIGN DETAILS.4. ALL HEATING, PIPING, INSULATION, ELECTRICAL, FIREPROOFING AND OTHER REQUIREMENTS ARE THE RESPONSIBILITIES OF OTHERS.5. NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATIONS OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN.STRUCTURAL STEEL NOTES:1. ALL STEEL BEAMS SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. - GRADE 50. ALL CAP AND BASE PLATES AND OTHER MISCELLANEOUS STEEL MAY BE A.S.T.M. GRADE A36.2. ALL SCHEDULE 40 PIPE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND A.S.T.M. SPECIFICATION A53, TYPE "E" OR "S", GRADE "B", WITH A MINIMUM YIELD STRESS OF 35 K.S.I..3. ALL SHOP AND FIELD WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE A.W.S. CODE FOR BUILDINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. USE EXX 70 ELECTRODES.4. NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED. PROVIDE TEMPORARY BRACING AS REQUIRED.5. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL LENGTHS, CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S.C. DETAILING MANUAL. SUBMIT SHOP DRAWINGS WITH ALL DETAILS TO THE GENERAL CONTRACTOR PRIOR TO FABRICATION.6. USE 1/2" MINIMUM CAP PLATE AND BASE PLATES (6X6 MINIMUM) FULLY WELDED ALL AROUND AT COLUMNS WITH 3/16" FILLET WELD, OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. ALL STEEL COLUMN EXTERIOR BASE PLATE SHALL BE BOLTED TO THE CONCRETE FOUNDATIONS WITH 4-5/8" DIAMETER ANCHOR BOLTS.7. ALL STEEL SHALL HAVE TWO COATS OF RUST-INHIBITOR PRIMER PAINT. TOUCH UP ALL WELDS, SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION.8. STEEL BEAM MAY BE SPLICED AT STEEL COLUMN CAP PLATE WITH A MAXIMUM GAP BETWEEN BEAMS OF 1/4". USE 1/4" TIE PLATE WELDED TO WEBS.9. FRAME JOISTS TO TOP OF BEAM ON A 2x8 TOP NAILER THRU-BOLTED WITH 1/2" DIAMETER BOLTS STAGGERED AT 24" O.C.. JOISTS TO BE ANCHORED TO THE TOP NAILER WITH SIPMSON H4 HURRICANE CLIPS. FLUSH FRAME JOISTS TO THE FULL DEPTH WEB BLOCKING FASTENED TO THE BEAM WITH 1/2" DIAMETER THRU-BOLTS AT 24" O.C. STAGGERED TOP AND BOTTOM.FRAMING NOTES:1. ALL FRAMING LUMBER SHALL BE S.P.F. (SPRUCE-PINE-FIR) GRADE N1/N2 OR APPROVED EQUAL (UNLESS OTHERWISESPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUMALLOWABLE BENDING STRESS (Fb) SHALL BE 875 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALLBE 425 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,400,000 P.S.I. OTHER FRAMINGMATERIAL FOR INTERIOR NON-LOAD BEARING STUDS MAY BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER.2. ALL PRESSURE TREATED (CCA TREATED) DIMENSIONAL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE GRADENO. 2.. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1,050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSIONSTRESS (Fc) SHALL BE 565 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,600,000 P.S.I.3. ALL LVLs TO BE MANUFACTURED BY TRUS JOIST, GEORGIA PACIFIC OR APPROVED EQUAL. THE MINIMUMALLOWABLEBENDING STRESS (Fb) SHALL BE 2,900 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc)PERPENDICULAR TO THE GRAIN SHALL BE 750 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE2,000,000 P.S.I. ALL PARALAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED (CCA TREATED).INSTALL MICROLAMS AND PARALAMS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.4.PARALAM (LAM) POSTS SHALL HAVE AN ALLOWABLE COMPRESSION STRESS OF 2900 PSI AND A MODULUS OFELASTICITY OF 2,000,000.5. USE 3/4" TONGUE AND GROVE STRUCTURAL GRADE FIT PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR STRUCTURALGRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING AND 1/2" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALLJOINTS SHALL BE BLOCKED WITH LIMBER OR OTHER APPROVED SUPPORTS.6. ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2x4 MINIMUM @ 16" O.C. UNLESS NOTED OTHERWISE.7. PROVIDE ADEQUATE WALL RESISTANCE TO RAKING BY DIAGONAL CORNER WIND BRACING ANCHORED TO SILL PLATES.8. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION.9. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON OR EQUAL), JOIST OR BEAM HANGERS WHEN JOISTS ORBEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.10. FOR NONBEARING ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET, USE 2-2x6 HEADERBEAMS. FROM 3 FEET TO 5 FEET, USE 2-2x8 HEADER BEAMS AND FROM 5 FEET TO 7 FEET, USE 2-2x10 HEADER BEAMS AND USE LVLs FOR SPANS EXCEEDING 7 FEET, EXCEPT AS NOTED OTHERWISE ON THE PLANS ORSPECIFICATIONS. USE TRIPLES FOR 2x6 WALLS. IF LVLs ARE SPECIFIED ON THE PLANS, PROVIDE DOUBLE JACK STUDSUPPORTS OR AS OTHERWISE SPECIFIED ON THE PLAN.11. ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE REQUIREMENTS ANDGENERAL FRAMING PRACTICE AS DETAILED IN THE "ARCHITECTURAL GRAPHICS STANDARDS", BY RAMSEY &SLEEPER.12. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICANPLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOORCONSTRUCTION ADHESIVE, OR APPROVED EQUAL.13. ALL WALL STUDS TO ALIGN WITH FLOOR JOISTS AND ROOF RAFTERS.14. THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BESECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WALLS.15. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BR FULLY SPIKED TOGETHERWITH 2-10D NAILS AT 8" O.C. AND LVLs WITH 2-16D NAILS (TOP AND BOTTOM) AT 8" O.C., OR AS OTHERWISE NOTED ONTHE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER.16. ALL NAILS, FASTENERS AND CONCRETE EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED17. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.OFA1NOTES AND LEGENDS A10PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis. existing guest HOUSE front ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridge7'-2"3'-2"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeexisting guest HOUSE right ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeA2ELEVATIONS PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 existing guest HOUSE rear ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridge7'-2"3'-2"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeexisting guest HOUSE left ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeA2.1PROPOSED ELEVATIONS PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 proposed guest HOUSE front ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeproposed guest HOUSE right ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridge3'-0"x6'-8"A2.2ELEVATIONS PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 proposed guest HOUSE rear ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeproposed guest HOUSE left ELEVATIONSCALE: 1/2"=1'-0"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeA2.3ELEVATIONS PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 EXISTING guest house first floor PLANSCALE: 1/4"=1'-0"(AREA:1384 ft²)18'-4"31'-8"18'-4"31'-8"DRYERWASHER2'-4"x6'-8"1'-6" D.W.30" REF.TUB/SHOWER(5'-0"x2'-6")2'-0"x6'-8"2' - 6 "x6 ' - 8 "2'-6"x6'-8"FWG 6068FWG 60682'-4"x6'-8"LIVING ROOM(12'-10"x15'-0")bedROOM(13'-2"x12'-10")bedROOM(13'-2"x11'-2")bedROOM(9'-5"x15'-8")kitchen(9'-6"x12'-0")dining room(18'-2"x17'-4")pantry(4'-2"x6'-8")28'-8" 27'-0"drivewayA3EXISTING first floor plan PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 proposed guest house first floor PLANSCALE: 1/4"=1'-0"(AREA:1384 ft²)18'-4"31'-8"18'-4"31'-8"1'-6"LIVING ROOM(12'-10"x15'-0")bedROOM(13'-0"x10'-2")master bedroom(16'-4"x15'-0")dining room(8'-4"x17'-4")28'-8" 27'-0"driveway3'-0"x6'-8"3' -0 " x 6 ' - 8 "screened-inporch(8'-9"x18'-4")COATHOOKSSHOWER(5'-0"x3'-0")2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"queen2'-8"x6'-8"2'-8"x6'-8"FWG 6068FWG 6068king3'-0"x 6'- 8"2'-8"x6'-8"SHOWER(5'-6"x3'-0")60" VANITY1'-6"x6'-8"W/DSTACK2'-8"x6'-8"w.i.c.(9'-4"x6'-6")bathroom(9'-4"x8'-8")long dresser long dresser (2) 2'-0"x6'-8"bathroom(8'-8"x5'-0")storage/closet(4'-0"x5'-0")D.W.36" REF.84"x42" tablebarn door onmetal trackbarn door onmetal trackgreat room(10'-6"x17'-4")kitchen(9'-4"x17'-4")A3.1PROPOSED first floor plan PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 EXISTING guest house roof PLANSCALE: 1/4"=1'-0"18'-4"31'-8"18'-4"31'-8"1'-6" 28'-8" 27'-0"SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPEA6existing ROOF PLAN PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 proposed guest house ROOF PLANSCALE: 1/4"=1'-0"18'-4"31'-8"18'-4"31'-8"1'-6" 28'-8" 27'-0"slopeslopeslopeslopeslopeslopeslopeslopeslopeslopeslopeslopeslopeslopeA6.1PROPOSED ROOF PLAN PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 existing BUILDING SECTION "A-A"SCALE: 14"=1'-0"EXISTING FLOOR JOISTS27'-0"7'-2"3'-2"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeNOTE:HOUSE ENVELOPE IS EXISTING &NO MODIFICATIONS WILL BECOMPLETED UNLESS NOTED125existing BUILDING SECTION "b-b"SCALE: 14"=1'-0"EXISTING FLOOR JOISTS18'-4"10'-8"8'-6"B.O. JOIST1ST FLOORT.O. JOISTt.O. ridgeNOTE:HOUSE ENVELOPE IS EXISTING &NO MODIFICATIONS WILL BECOMPLETED UNLESS NOTEDLIVING ROOM(12'-10"x15'-0")bedROOM(13'-2"x12'-10")6'-6" 11'-91 2" V.I.F.1210/ EXISTINGA7BUILDING SECTION "A-A" & "B-B" PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.OFA8 EXISTING foundation PLANSCALE: 1/4"=1'-0"18'-4"31'-8"18'-4"31'-8"1'-6" 28'-8" 27'-0"Existing field stonev.i.f.Existing field stonev.i.f.Existing sonotubesv.i.f.Existing sonotubesv.i.f.Existing sonotubesv.i.f.Existing sonotubesv.i.f.OFS1FIRST FLOOR FRAMING PLAN S7PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis. proposed foundation PLANSCALE: 1/4"=1'-0"18'-4"31'-8"18'-4"31'-8"1'-6" 28'-8" 27'-0"2'-8"x6'-8"OFS1.1PROPOSED FOUNDATION PLAN S7PROJECT:CHECKED BY:DRAWN BY:DATE:SCALE:DESCRIPTIONDATEREVISIONTITLE:CCOPYRIGHT 2021 BY ROCKWOOD DESIGN, INC. THE ARCHITECTURAL PLANS, DRAWINGS, DESIGNS, SPECIFICATIONS AND OTHER ARRANGEMENTS ON THIS SHEET ARE AND SHALL REMAIN THE PROPERTY OF ROCKWOOD DESIGN, INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT, OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE EXPRESS KNOWLEDGE AND WRITTEN CONSENT OF ROCKWOOD DESIGN, INC..MARSTON MILLS MA, 02648 358 FLINT STREET KEVIN & CORRIE VILSAINTJT11/16/2021As Shown PROGRESS SET -11/16/2021 SEE SHEET A1 FOR DRAWING INDEXIF PRINTED ON 11x17, ALL SCALE IS HALF.PLEASE REFER TO ENGINEERING PACKETFOR ALL STRUCTURAL DETAILSany deviation from these plansrequiring rockwood design inc.to acquire structural redesign forbuilding department sign-offs will bebilled to client on an hourly basis.