HomeMy WebLinkAboutNOI 358 Flint Street1,000.00
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167083
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feetApprox. Scale: 1 inch =83
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Town of Barnstable GIS Unit
367 Main Street, Hyannis, MA 02601
508-862-4624
gis@town.barnstable.ma.us
Map printed on:3/13/2023
Road Names
DESIGNER: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:VILSAINT RESIDENCE358 FLINT STREETMARSTON MILLS, MA 02648PERMIT SET - 10/18/2022
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 CONSTRUCTIONMAIN 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.7aANDERSEN2'-8" W x 2'-0" HBASEMENT282017bTW 2442ANDERSENDOUBLE HUNG2'-6 1/8" W x 4'-4 7/8" H2'-0 5/8" W x 2'-0 5/8" HAWNINGA 21ANDERSEN4c2ANDERSEND2'-0 5/8" W x 3'-5 3/8" HCASEMENTC 1352ANDERSENe4'-3 7/8" W x 4'-4 7/8" Hpicturedhp 42422'-4 7/8" W x 2'-0 5/8" HAWNINGA 251ANDERSEN2f14gTW 24310ANDERSENDOUBLE HUNG2'-6 1/8" W x 4'-0 7/8" H3ANDERSENh1BY OWNERgarage door1SEE SUPPLIER16'-0"X7'-6"fwh 3168 al12ANDERSENHINGED INSWINGSEE SUPPLIERfwg 16068-423ANDERSENSEE SUPPLIERGLIDING PATIO DOOR24ANDERSENSEE SUPPLIERHINGED INSWING2'-8"X6'-8"fwg 12068-45ANDERSENSEE SUPPLIERGLIDING PATIO DOOR1TW 24310-3DOUBLE HUNGsee supplier FAUX DOUBLE HUNGOFA1NOTES 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 main HOUSE front ELEVATIONSCALE: 1/4"=1'-0"7'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.existing main HOUSE right ELEVATIONSCALE: 1/4"=1'-0"7'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.7'-8"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-91
2"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTBSMT. FLR.A2ELEVATIONS
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 main HOUSE rear ELEVATIONSCALE: 1/4"=1'-0"7'-8"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-9 1
2"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTBSMT. FLR.existing main HOUSE left ELEVATIONSCALE: 1/4"=1'-0"7'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.7'-8"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-9 12"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTBSMT. FLR.A2.1PROPOSED 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 main HOUSE front ELEVATIONSCALE: 1/4"=1'-0"7'-8"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-6 14"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOIST7'-6"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-71
2"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOISTproposed main HOUSE right ELEVATIONSCALE: 1/4"=1'-0"7'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.7'-8"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-6 1
4"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOISTA2.2ELEVATIONS
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 main HOUSE rear ELEVATIONSCALE: 1/4"=1'-0"7'-8"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-6 1
4"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOIST7'-6"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-712"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOISTproposed main HOUSE left ELEVATIONSCALE: 1/4"=1'-0"3587'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.7'-8"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-6 14"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTA2.3ELEVATIONS
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 first floor house PLANSCALE: 1/4"=1'-0"(AREA:1371 ft²)3'-0"x6'-8"2'-6"x6'-8"3'-0"x6'-8"2'-8"x6'-8"30" REF.2'-2"x6'-8"2'-6"x6'-8"12'-0"2'-6"x6'-8"2'-4"x6'-8"2'-4"x6'-8"2'-8"x6'-8"26'-6"34'-0"18'-6"8'-6"8'-0"34'-0"26'-6"12'-6"21'-6"26'-6"6"2'-6"21'-6"13'-8"7'-6"2'-6"x6'-8"A3EXISTING 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 first floor house PLANSCALE: 1/4"=1'-0"(AREA:2051 ft²)2'-6"x6'-8"2'-2"x6'-8"2'-6"x6'-8"2'-6"x6'-8"2'-8"x6'-8"21'-6"2'-4"x6'-8"42" VANITY4'x3'SHOWER48" VANITY2'
-
8
"
x
6
'
-
8
"closet(9'-4"x5'-8")son bedroom(13'-8"x13'-6")half bath(5'-8"x7'-6")bathroom(5'-8"x7'-6")mudroom(12'-0"x13'-0")22'-0"2 CAR GARAGE(25'-0"x22'-0")20'-0"H/S26'-0"family room(21'-0"x23'-6")26'-6"26'-0"7'-0"24'-0"12'-0"9'-6"26'-6"24'-0"6"1'-4"x6'-8"1'-4"x6'-8"OVENDNup
12'-0"13'-0"7'-6"6'-2"
5'-10"13'-8"13'-8"7'-2"9'-4"5'-10"22'-0"16'-0"x7'-6"heated drivewayqueennewcoveredporch(10'-0"x4'-0")REF.FRZ.DW7'-0"9'-4"12" deep tallclosed storage4'-234"24"DEEP FOR STORAGEWALLBEV.MICRO.OVENWALL5'-0"COFFEEBUTLER'S PANTRY4'-0"9'-234"4'-012"5'-0"
5'-6"
96"x42" table
9'-8"GAS LOGw/ tv above2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"2'-8"x6'-8"10'-6"7'-6"
6'-31
2"11'-81
2"7'-9"111'-9"4'-5"5'-4"bbcc5'-11"9'-7"6'-3"4'-3"10'-0"10'-0"16'-0"5'-0"7'-6"bbbbb4'-0"3'-0"3'-814"9'-8"7'-10"5'-4"12'-0"12'-0"2'-0"7'-9"2'-3"4'-2"13'-8"4'-2"4'-11"4'-7"5'-8"6'-4"6'-4"5'-8"18'-11"3'-9"3'-10"2dd3eebbbbbbbbbb42'-8"x6'-8"5'-0"4fa8fa8A3.1PROPOSED 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 SECOND floor house PLANSCALE: 1/4"=1'-0"(AREA:893 ft²)26'-6"34'-0"18'-6"8'-6"8'-0"34'-0"26'-6"12'-6"21'-6"26'-6"6"2'-6"21'-6"SLOPESLOPESLOPESLOPESLOPE(2) 3'-0"x6'-8"2'-6"x6'-8"2'-6"x6'-8"2'-6"x6'-8"2'-6"x6'-8"2'-6"x6'-8"SLOPE
SLOPE
SHOWER(6'-0"x3'-0")2'-4"x6'-8"2'-4"x6'-8"2'-4"x6'-8"2'-4"x6'-8"W/DSTACK2'
-
4
"x
6
'
-
8
"
30" VAN.A4EXISTING SECOND 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 SECOND floor house PLANSCALE: 1/4"=1'-0"(AREA:2080 ft²)21'-6"SLOPE
SLOPE 2'-4"x6'-8"54" VAN.TUB/SHOWER(5'-0"x2'-6")2'-6"x6'-8"2'-4"x6'-8"w.i.c(9'-0"x6'-4")bedroom(15'-0"x14'-2")bathroom(9'-7"x6'-4")2'-6"x6'-8"his office(10'-4"x18'-8")master bedroom(19'-4"x17'-6")deck21'-6"22'-0"20'-0"26'-0"24'-0"26'-0"18'-0"14'-6"2'-6"36'-0"24'-0"9'-6"screened porch72" VANITY
SOAKING TUB(6'-0"x3'-0")2'-4"x6'-8"(POCKET)SHOWER(7'-0"x5'-0")T.V.2'-6"x6'-8"T.V.FWG 12068-4bathroom(13'-10"x16'-8")w.i.c.(12'-6"x9'-11")secondarybath(7'-0"x13'-5")her office(20'-0"x23'-6")private pilates
cadillac-reformer
SLOPE SLOPE
SLOPE
SLOPE
4'-0"EXISTING FLOORto be paddedflush withnewer additionstepdnDNshelfbench14'-4"15'-2"6'-6"9'-2"9'-11"
12'-10"9'-11"10'-11"11'-0"17'-9"20'-0"24'-3"3'-2"7'-4"
7'-6"his w.i.c.(17'-6"x7'-6")bench84" VANITYlinenlinenlinensafe built-inking18'-0"8'-6"18'-3"DRYERWASHER(2) 2'-6"x6'-8"SLOPE10'-5"13'-2"
6'-5"7'-10"
6'-8"5'-2"3'-4"3'-4"10'-8"19'-4"7'-7"3'-6"6'-11"3'-2"6'-2"13'-6"fggf10'-3"5'-11"9'-10"22'-3"3'-9"3'-9"8'-7"2'-2"8'-9"9'-3"12'-0"12'-0"10'-3"14'-5"4'-6"11"1'-0"2'-0"7'-0"6'-0"7'-0"2'-0"6"3'-6"3'-6"3'-0"3'-0"3'-6"3'-6"5'-11"2'-0"2'-3"1'-9"8'-0"6'-0"6'-0"8"4'-0"4'-0"1'-9"4'-3"ggggfgg3hhccggggggjj5fa8fa82'-6"x6'-8"2'-6"x6'-8"11'-4"
8'-10"
19'-4"17'-6"2'-6"x6'-8"(POCKET)2'-6"x6'-8"
(POCKET)
6'-0"16'-0"new full height wallha4.1PROJECT: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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 ROOF house PLANSCALE: 1/4"=1'-0"SLOPESLOPESLOPESLOPESLOPESLOPE
SLOPE
SLOPESLOPESLOPESLOPESLOPESLOPESLOPE
SLOPE
W/DSTACKA6existing 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 roof PLANSCALE: 1/4"=1'-0"SLOPE
SLOPE
SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPESLOPESLOPESLOPESLOPESLOPESLOPE
SLOPE
SLOPESLOPESLOPESLOPESLOPESLOPESLOPE
SLOPESLOPESLOPEnew full height wallA6.1PROPOSED 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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
18'-6"2x8 joists2x8 joists7'-8"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-9 12"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTBSMT. FLR.EXISTING SCHEMATIC BUILDING SECTION "A-A"SCALE: 14"=1'-0"123 1/2EXISTING schematic BUILDING SECTION "B-B"SCALE: 14"=1'-0"12existing2x4 wall26'-6"3 1/27'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGE6'-4"B.O. JOISTBSMT. FLR.proposed BUILDING SECTION "C-C"SCALE: 14"=1'-0"26'-0"7'-6"his office(10'-4"x18'-8")bathroom(13'-10"x16'-8")2 CAR GARAGE(25'-0"x22'-0")12+/- 2 1/2h2.5Asimpson(typ)NEW lvl2x6 STUDS@ 16" O.C.1/2" PLYWOODSHEATHINGTYPICAL BUILDINGWRAPGIRT. SEEFRAMINGbackfilling to bedone after first floorjoists & sheathingare installed (typ)(2) #4 cont. t&b(typ)R-20 INSULATIONR-30 INSULATION58"∅ J-RODS @4'-0" O.C.R-49 INSULATIONh2.5A simpson(typ)h2.5A simpson(typ)1/2" GYPSUM BLUE BOARDW/PLASTER SKIM COATON 1x3 STRAPPING(2) #4 cont. t&b(typ)ASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOOD122 1/22x10 joists2x8 joistsnew 2x10 raftersnew 2x10 rafters2x8 joists1212+/- 7new 2x10raftersnew 2x10rafters6'-9 14" RO
7'-6"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-71
2"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOIST8'-7 14"B.O. JOISTslab7'-9" (PLATE HEIGHT)9'-0"
9'-0"ROOF AT FRONTSLOPE+/- 7ridges to meetA7BUILDING 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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
26'-6"(n) 2x8 @ 16" o.c.proposed BUILDING SECTION "d-d"SCALE: 14"=1'-0"master bedroom(19'-4"x17'-6")his w.i.c.(17'-6"x7'-6")laundry(9'-0"x8'-3")new 2x8 joistsnew 2x10 raftersnew 2x10 rafters2x8 joistsnew 2x10 raftersASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOODNEW lvl123 1/2122 h2.5A simpson(typ)h2.5A simpson(typ)h2.5A simpson(typ)(2) #4 cont. t&b(typ)58"∅ J-RODS @4'-0" O.C.(typ)2x6 STUDS@ 16" O.C.1/2" PLYWOODSHEATHINGTYPICAL BUILDINGWRAP124new 2x10 joistsnew 2x10 joists7'-1 14" ROKITCHEN(27'-0"x25'-6")7'-8"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-6 1
4"T.O. JOISTT.O. RIDGE7'-9"slabB.O. JOIST7'-9" (PLATE HEIGHT)BACKFILLING TO BEDONE AFTER 1STFLOOR joist &SHEATHING areINSTALLED (TYP)4'-0" min.(n) 2x8 @ 16" o.c.(n) 2x8 @ 16" o.c.proposed BUILDINGSECTION "e-e"SCALE: 14"=1'-0"22'-0"her office(20'-0"x23'-6")family room(21'-0"x23'-6")2x10 joistsexisting 2x8 joistsnew 2x10 p.t. joistsnew 2x10 p.t. joists2x6 joistsnew 2x10 raftersnew 2x
10rafters
new 2x10raftersnew 2x10 raftersNEW lvlh2.5A simpson(typ)ASPHALT SHINGLES ON15# FELT ON5/8" CDX PLYWOOD(2) #4 cont. t&b(typ)58"∅ J-RODS @4'-0" O.C.2x6 STUDS@ 16" O.C.1/2" PLYWOODSHEATHINGTYPICAL BUILDINGWRAP1/2" GYPSUM BLUE BOARDW/PLASTER SKIM COATON 1x3 STRAPPING1/2" GYPSUM BLUE BOARDW/PLASTER SKIM COATON 1x3 STRAPPING7'-0"7'-6"9'-0"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR1'-4 14"T.O. JOISTT.O. RIDGE7'-9" (PLATE HEIGHT)
7'-9" (PLATE HEIGHT)1212+/- 7+/- 7ridges to meetproposed BUILDING SECTION "f-f"SCALE: 14"=1'-0"26'-6"7'-6"7'-11"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-8"T.O. JOISTT.O. RIDGEexisting 2x8 joistsexisting 2x8 joistsw.i.c.(12'-6"x9'-11")secondarybath(7'-0"x13'-5")utility(8'-10"x13'-1")mudroom(12'-0"x13'-0")bedroom(15'-0"x14'-2")son bedroom(13'-8"x13'-6")EXISTING FLOORto be paddedflush withnewer additionexisting beam floor systemexisting floor joistexisting joistexisting joistexisting floor joistexist
ing
ra
f
ters
existingrafters7'-8"7'-9"2ND FLOORB.O. JOISTB.O. JOIST1ST FLOOR2'-91
2"T.O. JOISTT.O. RIDGE7'-9"B.O. JOISTBSMT. FLR.A8BUILDING SECTIONS "C-C" & "D-D"
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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
a8.1steel beam & column
connections
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 house PLANSCALE: 1/4"=1'-0"21'-6"26'-6"3'-0"x6'-8"H.W.H.W.ELEC. PANEL34'-0"18'-6"8'-6"8'-0"34'-0"26'-6"12'-6"21'-6"26'-6"6"2'-6"7'-6"aA7aA7BA7BA7OFS1FIRST 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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 house PLANSCALE: 1/4"=1'-0"21'-6"H.W.H.W.ELEC. PANEL6"2'-6"4" CONCRETE SLABw/6"x6"W2.9X2.9 WIRE MESH ON 4"COMPACTED GRAVEL BEDSLOPE
PITCH FLOORTO DOORS1/8" PER FT.SLOPEDROP FOUNDATION TO UNDERSIDEOF SLAB AT DOORS21'-6"22'-0"20'-0"26'-0"26'-6"26'-0"18'-0"14'-6"24'-0"9'-6"9'-6"26'-6"24'-0"6"2'
-
8
"x
6
'
-
8
"
up CRAWLSPACEOPENING2'-6"x6'-8"barn door onmetal track2'-6"x6'-8"DRYERWASHERutility(8'-10"x13'-1")9'-0"13'-1"laundry(9'-0"x8'-3")7'-6"4'-7"5'-11"6'-0"1'-6"7'-0"2'-6"#5 @ 12" o.c. 2'-6" longepoxy grouted in 6" predrilledholes (typ)dA7dA7CA7CA7EA7EA7(n) 10" dia SONTUBE on 18" dia bigfoot ftg4'-0" min below grade1'-0"10" dia SONTUBE4'-0" min below grade (typ)12" dia SONTUBE on 24" ∅ bigfoot ftg4'-0" min below grade12" dia SONTUBEon 24" ∅ bigfoot ftg4'-0" min below grade(e) post & ftg(typ uno)9'-9"8'-8"8'-2"9'-7"
10"
8'-8"
20'-10"5'-6"13'-4"7'-10"5'-8"12'-8"5'-8"4'-2"13'-8"4'-2"10'-0"10'-0"5'-0"21'-0"AAAAAAA5'-4"fa8fa8OFS1.1PROPOSED 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
OFS2shear wall detail
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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
first floor framing PLANSCALE: 1/4"=1'-0"21'-6"21'-6"22'-0"20'-0"26'-0"26'-6"26'-0"18'-0"14'-6"24'-0"9'-6"9'-6"26'-6"24'-0"6"7'-6"4'-7"5'-11"6'-0"1'-6"7'-0"2'-6"
exist
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t new 2x8 floor joist @ 16" o.c.new 2x8 floor joist @ 16" o.c.new 2x10 p.t. deck joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x8 p.t.deck joist@ 16" o.c.new
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CA7CA7EA7EA7333 1/2" ∅ lally up3 1/2" ∅ lally up3-2x8 3-2x832-2x8 p.t.2-2x8 p.t.
2-2x8 p.t.333-2x8 p.t.3-2x8 p.t.3-2x8 p.t.2-2x10 p.t.11ledger 2x12 p.t. w/ 2 rowsof 1/2"∅ lags @ 16" o.c. (typ)11header2-2x10 p.t. typ (uno)w14x22pos
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pos
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post up2-2x8 p.t.2-2x8 p.t.2-2x8 p.t.1NOTE:INDICATES LOCATION OF HDU8-SDS2.5(simpson) w/3js up.use 7/8" ∅ threaded rod epoxygrouted in 12" deep predrilled holeINDICATES location of cs20 (simpson) w/ 2jsINDICATES LOCATION OF HDU2-SDS2.5(simpson) w/2js up.use:5/8 " ∅ threaded rod epoxygrouted in 6" predrilled hole231'-0"NOTE:SHEAR WALL SCHEDULE:SW 1:716" plywood/ osb; one side; blocked8d@3" o.c. at edges8d@6" o.c. in field.SW 2:716" plywood/ osb, one side, blocked8d@6" o.c. at edges & in field.SW 3:12 " gwb, both sides, no blocking#6 screws type "w" - 1 14" long@ 4" o.c. at edges & in fieldthis project was designedin compliancewith 9th edition ofMassachusetts residentialcode and asce 7-10ground snow = 30 psfmin flat roof snow = 25 psfbasic wind speed = 140 mphexp.bdA7dA7(n) post up(n) post up(n) post up(
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up new 3-8" lvlfa8fa8OFS3FIRST 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
second floor framing PLANSCALE: 1/4"=1'-0"21'-6"22'-0"20'-0"26'-0"26'-6"26'-0"18'-0"14'-6"24'-0"12'-0"9'-6"26'-6"24'-0"6"10'-6"7'-6"existing beamsfloor systemnew 2x10 p.t. deck joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x10 floor joist @ 16" o.c.new 2x8 rafters @ 16" o.c.exist
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s1js3ks1jsSW3 bearing wall upw12x22(n) 4-12" lvl or 3-14" lvlor w10x17 or w8x213 1/2" ∅ lally column3 1/2" ∅ lally column(n) 2jsr=3.85k(
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up(n) post upSW1 SW1 Sw1SW1SW3 SW2 3-2x8 p.t.3-2x8 p.t.3-2x8 p.t.2-2x10 p.t.metal ladderby othersSW1SW1SW3new header3-2x6(typ uno)r=6.6k (*)SW13-16" lvlorw12x22header3-2x6(typ uno)
w10x77
or
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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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
ceiling framing PLANSCALE: 1/4"=1'-0"21'-6"21'-6"22'-0"20'-0"26'-0"24'-0"26'-0"18'-0"14'-6"2'-6"9'-6"26'-6"24'-0"9'-6"SLOPE
18'-0"8'-6"new 2x6 ceiling joist @ 16" o.c.new 2x8 ceiling joist @ 16" o.c.new 2x6 ceiling joist @ 16" o.c.exist
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3-2x62-2x8(N) 2js(N) 2js2-2x103-2x103-2x62-2x8(N) 2js(N) 2js3-2x8 3-10" lvl2ks (tall)1js2ks1js
2ks1
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.OFS5Attic floor 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
roof framing PLANSCALE: 1/4"=1'-0"new 2x10 rafters @ 16" o.c.new 2x10 rafters @ 16" o.c.new 2x10 rafters@ 16" o.c.new 2x10 rafters@ 16" o.c.existing raftersnew 2x10 rafters@ 16" o.c.new 2x10 rafters @ 16" o.c.new
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.new 2x10 rafters @ 16" o.c.SLOPE SLOPE
existing raftersBEAM NOTES:x-6" lvl indicates # OF x-134" x 512" lvl beamx-8" lvl indicates # OF x-134" x 714" lvl beamx-10" lvl indicates # OF x-134" x 912"lvl beamx-12" lvl indicates # OF x-134" x 1178" lvl beamx-14" lvl indicates # OF x-134" x 14" lvl beamx-16" lvl indicates # OF x-134" x 16" lvl beamSW3SW3SW2 (n) 2-18" lvl2x12 ridge
2-2x10
(
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sw2sw3(n) 2-18" lvl2ks1js2ks (tall)1js2x12 ridge
2x12 ridge
2js (2x6)3-2x6new full height wallEXIST
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11OFS7ROOF 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 VILSAINTJT10/18/2022As Shown
PERMIT SET - 10/18/2022 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.
26 CHUCKLES WAY
MARSTONS MILLS, MA 02648
100068
HOLLY HOMEOWNERS ASSOC INC
C/O ROBIN E GREENE
Property ID:
MARSTONS MILLS, MA 02648
101015
SANBORN SCHOOLS LLC
35 FAIR ACRES DR
Property ID:
MARSTONS MILLS, MA 02648
101058002
VALENTINE, MICHAEL S & NICOLE K
26 CHUCKLES WAY
Property ID:
NEEDHAM, MA 02494
101058003
CROWLEY, DONALD P & LORETTA J
1078 GREENDALE AVE
Property ID:
MARSTONS MILLS, MA 02648
101059001
TALHOUK, ASSAAD S & AMY K
379 FLINT STREET
Property ID:
MARSTONS MILLS, MA 02648
101059002
LEGGIERO, JOHN F & GRETTA
10 DORY CIRCLE
Property ID:
MARSTONS MILLS, MA 02648
101091
VANDINE, BENJAMIN E & CHRISTINA K
18 SANDY VALLEY ROAD
Property ID:
MARSTONS MILLS, MA 02648
101119
SANBORN SCHOOLS LLC
35 FAIR ACRES DRIVE
Property ID:
MARSTONS MILLS, MA 02648
101120
SANBORN SCHOOLS LLC
35 FAIR ACRES DR
Property ID:
MARSTONS MILLS, MA 02648
101121
VILSAINT, CORRIE L & KEVIN Y
358 FLINT STREET
Property ID:
MARSTONS MILLS, MA 02648
101122
STONER, DONALD C & PATRICIA A
376 FLINT ST
Property ID:
WEST NEWTON, MA 02465
102213
BENDER, ELLEN L
61 RANDLETT PARK
Property ID:
396 FLINT STREET
MARSTONS MILLS, MA 02648
102214
LEACH, JONATHAN H & SUSAN FANJOY TRS
396 FLINT ST REALTY TRUST
Property ID:
MARSTONS MILLS, MA 02648
124055
SANBORN SCHOOLS LLC
35 FAIR ACRES DR
Property ID: