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Home My WebLink About13 Park Circle Building SectionsEXIST'G LIVING RM. ROOF FRAMING TO REMAIN EXIST'G BUILDING TO BE LIFTED TO POUR NEW FULL FOUNDATION. CONTRACTOR TO REINFORCE EXISTING FLOOR FRAMING AS NECESSARY PROP FOUNDATION: 10" THICK CONCRETE FNDN WALL ON CONTINUOUS 20"x10" CONCRETE FOOTING ® EXISTING LIVING RM. i (2) 14ix�.kz' LVL, DROPPED PROPOSED BASEMENT 12 N19 TW2036 EXISTING BEDRM #2 IN 12 PROPOSED PORCHSCREENED CUT BACK EXISTING 2ND FLOOR ROOF TAILS AND LAY ON PROP PORCH ROOF — 2x8 PORCH ROOF RAFTERS @ 16" O.G. - 2x8 PORCH CEILING JOISTS @ I6" O.G. f -ALUMINUM GUTTER (TYP.) —IxB FASCIA TRIM (TYP.) VARY SOFFIT DEPTH TO ALIGN FASCII } THROUGHOUT _ PROPOSED T.O. PLATE (3) 200 —P.T.HEADER -CUSTOM SCREEN PANELS W/ Ixl ALUMINUM FRAME � 4t2xIO PT PORCH FL. EXIS'1NG I I JOISTS @ I6" O.0 ENTRY u \ I'� � \ 7 (2) 2x12 P.T.HEADER, 3 '_oi FLUSH 2x10 P.T. LEDGER I A.5 W/ 2-%" DIA. I IWO 50NOTUSE W/ BOLTS @ 16" O.C,.I/SUPPORT BIGFOOT FOOTING USE EPDXY AS (BF28) FOR COLUMN NEEDED IN r ABOVE CONCRETE WALL/ (TMP ) E ----j JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SISTEREDTO COMMON NAILS BOX NAILS PROP. 2x10 ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-ICdEACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END WALL FRAI.1ING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-I6d 5-I6d AT JOINTS STUD TO STUD (FACE NAILED) 2-t6d 2-I6d 24" O.G. HEADER TO HEADER (FACE NAILED) I6d I6d 24" O.G. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-I0d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2-Sd 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-I6d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-I6d 4-I6d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-I6d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO I6" O.C. 8d IW G" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16' O.G. ad IOd 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL ad 10d 6" EDGE/6" FIELD OUTLOOKERS BTM PLATE GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS ad IOd 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD NALL SHEATHING WOOD STRUCTURAL PANELS SCALE: N.T.S. STUDS SPACED UP TO 24" O.C. 8d IOd 6" EDGE/I2" FIELD Y2" AND 2%2" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD y2" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS V OR LESS 8d IOd 6" EDGE/1" FIELD GREATER THAN I" IOd I6d 6" EDGE/6" FIELD 2)16d COMMON NAILS 6" O.C. 5 ST'G FIN. IST FL. PROP. FIN. PORCH FL. SIMPSON HTTS PROPOSED 4 PITCH AND UNDER ROOFS(TYP.) • ARCHITECTURAL GRADE ASPHALT SHINGLES TO MATCH EXISTING • ICE AND WATER BARRIER • %" COX PLYWOOD • 200 ROOF RAFTERS @ 16" O.C. 2 2x8 CLG. JOISTS @ A.5 16" O.C. PROPOSED EXTERIOR WALLS 2 x6@16" O.G. INSULATION TO CODE Ys' COX 5HEAT14ING • !�' GwB • VAPOR BARRIER • TYVEK HOUSENRAP • SIDING (REF. ELEVATIONS) D /� A.4 1 \ PROPOSED FLOORS: (TYP) FLOORING TO CLIENTS SPECIFICATTON — — - — —� • %` TRG PLYWOOD / 5UBFLOOR GLUED AND NAILED \ • 2x0 FLOOR JOISTS @ 16 O.C. INSULATION TO CODE 10" THICK CONCRETE FNDN `9 WALL ON CONTINUOUS 20"x10' r CONCRETE FOOTING I A,5 _ Q PROPOSED \ J$ M. BEDRM ` r ALIGNPROP FLOOR W/ i EXISTING (4) 04°x9 �--EXIST'G ROOF AND CEILING FRAMING REPLACF/EXIST'G = REpptt��AACE EXIST'G WINDOW W/ WI Dow W/ ANDERSEN ANDERSF;N DBL. AWNING #AR21 HUNG UT142036 EXISTING BEDRM.NO.2 ` � I � EXIST'G 2ND. i AFL. FRAMING EXISTING ENTRY REVISION#6: JOISTS 2x10 JOISTS TO BE SISTERED TO SISTEREDTO EXIST'G FL. 1�" LVL PROP. 2x10 BEAM, DROPPED FL. JOISTS UNDER PROPOSED— @ I6" O.C. 2x10 FLOOR JOISTS REVISION #3: BE 10" x i7'-6" PROP BEAMS CHANGED POURED CONCRETE TO SINGLE 4x LVL BEAM DESIGNER. PROPOSED A.5 BASEMENT 6/9/15 UNDER PROPOSED BEAM CHANGE BLDG �--EXIST'G ROOF AND CEILING FRAMING REPLACF/EXIST'G = REpptt��AACE EXIST'G WINDOW W/ WI Dow W/ ANDERSEN ANDERSF;N DBL. AWNING #AR21 HUNG UT142036 EXISTING BEDRM.NO.2 ` � I � EXIST'G 2ND. i AFL. FRAMING EXISTING ENTRY REVISION#6: JOISTS 2x10 JOISTS TO BE SISTERED TO SISTEREDTO EXIST'G FL. EXISTG JOISTS PROPOSED REVISION#2: BASEMENT ALL FNDN WALLS TO UNDER EXIST'G BE 10" x i7'-6" BLDG POURED CONCRETE 2x8 PORCH ROOF RAFTERS @ 16" O.C. 2x8 PORCH CEILING JOISTS @ I6" O.G. ALUMINUM GUTTER (TYP,) 41 PROPOSED T.O. PLATE PROPOSED i AB .4 SC —EXIST'G FIN. IST FL. 1 PROP. FIN. PORCH FL, I I � 7 I A.5 r�\ * \ 14'-0" PROPOSED EXISTING PROPOSED A.5 ' RAFTER @ 16" O.G. H2.5 @ EA. RAFTER TOP PLATE SCALE: N.T.5. UALC: N. I .5. ENERAL NOTES. TO PLATE CONNECTION . ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY EAFTER PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT U SCALE: N.T.S. THE ATTENTION OF THE DESIGNER. I 6 1ST FL. JOISTS 6/9/15 3,45 BEAM CHANGE 6/9/15 I I DBL TOP PLATE II EGRESS WINDOWS 6/9/15 I I I I I I 4/9/15 NO. REVISION DATE 4 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 2x6 DBL TOP PLATE PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES I I a I e 2x STUDS @ 16" O.C, ° SIMPSON SP6 (20 GA.) j 2x STUDS @ 16" O.C. i BTM PLATE of I ORNER STUD HOLD DONN SCALE: N.T.S. HEADER FULL NGT. STUD`\\\ RIM JOIST HDR UPLIFT STRAP JACK STUD Q WINDOW SILL II °\\ I °' \ \\ \\ FLOOR JOISTS PLATE \\\ SILL PLATE 5/8" ANCHOR BOLTS @ 36" O.C. �° GA • 1 MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER `\\ 1/2" ° ° CDX. SHEATHING ° ; 41 ° a 12 GA. ANCHORS SILL TYP. PLATE TO TOP PLATE SEE NAILING SCHEDULE \\\ 5/8" ANCHOR BOLTS @ 36" O.G. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER SCALE: N.T.5. UALC: N. I .5. ENERAL NOTES. ALL EXTERIOR WALLS SHALL E 2X6 @ 16" O,C. UNLESS IB THERWISE NOTED. . ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS 6 1ST FL. JOISTS 6/9/15 3,45 BEAM CHANGE 6/9/15 2 FNDN WALLS 6/9/15 1 EGRESS WINDOWS 6/9/15 ENG NOTES 4/9/15 NO. REVISION DATE 4 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. TITLE : BUILDING SECTIONS SCALE: 114"=l'-0'- 0 /4"=1'-0"0 1 2 4 8 PROJECT#: SHEET: 14-36 AA DATE: OF 04/01/15 C F/1n/7n1 S 4-4447 PM