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Home My WebLink About13 Park Circle Building Sections 2EXIST'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 PROPOSED ® EXISTING LIVING RM. I (2) W410x41'2' LVL, DROPPED PROPOSED BASEMENT TH2036 IF ]STINGBEDRM #2 •J 4 I� MIN O• •SCREENE. PORCH - CUT BACK EXISTING 2ND FLOOR ROOF TAILS AND LAY ON PROP PORCH ROOF — 2x8 PORCH ROOF RAFTERS @ 16" O.C. —2x8 PORCH CEILING J015TS @ 16" O.G. FALUMINUM GUTTER (TYP.) lx8 FASCIA TRIM (TYP.) /// VARY SOFFIT DEPTH TO ALIGN FASCII } THROUGHOUT — PROPOSED T.O. PLATE (3) 2x10 —P.T.HEADER _CUSTOM SCREEN PANELS W/ Ixl ALUMINUM FRAME 2x10 PT PORCH FL. EXISTING JOISTS @ 16" O.0 ENTRY I I I 3I �. (2) 202 P.T.NEADER, FLUSH A.5 2x10 P.T. LEDGER W/ 2-36" DIA. 10"(P SONOTUBE W/ BOLTS @ 16" D.C..l BIGFOOT FOOTING USE EPDXY AS (BF28) FOR COLUMN NEEDED IN r SUPPORT ABOVE CONCRETE WALL' ` (TYP.) 7 A.5 ST'G FIN. IST FL. PROP. FIN. PORCH FL, PROPOSED 4 PITCH AND UNDER ROOFS(TYP.) • ARCHITECTURAL GRADE ASPHALT SHINGLES TO MATCH EXISTING • ICE AND WATER BARRIER • V8" CDX PLYWOOD • 2x10 ROOF RAFTERS @ 16" B O.C. 2 A.4 3 12 2x8 CLG. JOISTS @ A.5 16" O.C. PROPOSED EXTERIOR WALLS • 2x6@I6" O.G. \ , • INSULATION TO CODE / • k," CDX SHEATHING k" GWB A.5 ` • VAPOR BARRIER • TYVEK HOUSEWRAP _ Q ~ PROPOSED • SIDING (REF. ELEVATIONS) I [L '� M. BEDRM ` D H I 1 A.4 ALIGN PROP PROPOSED FLOORS:(TYP) FLOOR W/ i • FLOORING TO CLIENTS EXISTING — SPECIRIICATION — — — —� • \'4" T8G PLYWOOD / OR GLUED AND MAILED \ (4) Il NcII42" LVL NAILED / PROP. 2x10 BEAM, DROPPED • 2xI0 FLOOR ISTS @ 6 UNDER PROPOSED O.C. FL. JOISTS 2x10 FLOOR JOISTS • INSULATION TO CODE @ I6" O.C. REVISION #3: PROP BEAMS CHANGED 10' THICK CONCRETE FNDN TO SINGLE 4x LVL BEAM WALL ON CONTINUOUS 20"00" h CONCRETE FOOTING PROPOSED A.5 BASEMENT UNDER PROPOSED BLDG PROPOSED EXISTING ENTRY REVISION#6: \—EXIST'G ROOF AND CEILING FRAMING 2x10 JOISTS TO BE vSISTERED TO SISTEREDTO REPLAq'EXIST'G REPLACE EXIST'G EXIST'G WINDOW W/ WIND W/ PROPOSED ANDFi25EN ANDERSEN DBL. A ING #AR21 HUNG BTW?03(; ALL FNDN WALLS TO EXISTING BE 10"x±7'-6" BEDRM.NO. 2 ` POURED CONCRETE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE JOINT DESCRIPTION NUMBER OF EXIST'G 2ND. IST FL. JOISTS /—FL. FRAMING EXISTING ENTRY REVISION#6: JOISTS 2x10 JOISTS TO BE vSISTERED TO SISTEREDTO EXIST'G FL. EXIST'G JOISTS REVISION #2: PROPOSED BASEMENT ALL FNDN WALLS TO UNDER EXIST'G BE 10"x±7'-6" BLDG POURED CONCRETE J 11 PROPOSED EXISTING RAFTER @ 16" O.C. H2.5 @ EA. RAFTER TOP PLATE PROPOSED SCREENED PORCH 2x8 PORCH ROOF RAFTERS @ 16" O.C. 2x8 PORCH CEILING JOISTS @ 10 O.C. ALUMINUM GUTTER (TYP.) *PROPOSED T.O. PLATE i— \ EXIST'G FIN. IST FL. � PROP. FIN. PORCH FL. I I\- I EA I 1 r�\ SCALE: N.T.S. SCALE: N.T.S. GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. 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 ill/ ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE JOINT DESCRIPTION NUMBER OF NUMBER OF IST FL. JOISTS NAIL SPACING 3,4,5 BEAM CHANGE ° 0 FNDN WALLS 6/9/15 1 EGRESS WINDOWS 6/9/15 ENG NOTES 4/9/15 COMMON NAILS BOX NAILS DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 2)16d COMMON 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 NAILS 6" O.C. ° 0 SIMPSON ROOF FRAMING HTT5 BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-I0d EACH END ° 0 ` RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END 0 AFTER TO PLATE CONNECTION o�, o \I SCALE: N.T.S. WALL FRAMING ' o1 DBL TOP PLATE TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-Ibd 5-I6d AT JOINTS I STUD TO STUD (FACE NAILED) 2-Ibd 2-16d 24" O.C. j HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.G. ALONG EDGES oj�(\ FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-I0d PER JOIST BLOCKING TO J015T (TOE NAILED) 2-Bd 2-I0d EACH END DBL TOP PLATE I 1 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-lbd 4-Ibd EACH BLOCK ° I 2x STUDS @ 16" O.C. ° ° ° I I 01 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-Ibd 4-16d EACH JOIST ° ° ° ON SPG (20 GA.) JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST 2x STUDS @ 16" O.C. BAND JOIST TO JOIST (END NAILED) 3-16d 4-Ibd PER JOIST ftHE%ADER 01 01 j BAND J015T TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-Ibd PER FOOT BTM PLATE ROOF SHEATHING WOOD STRUCTURAL PANELS CORNER OSCALE: STUD HOLD DOWN \\\ 01 RAFTERS OR TRUSSES SPACED UP TO 16" O.C. Bd IOd 6' EDGE/6" FIELD IN T.5. 0 RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d IOd 4' EDGE/6" FIELD ` GABLEENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6' EDGE/6" FIELDRIM FULL NGT. STUD ° 0 \ JOIST GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d Od 6' EDGE/6" FIELD NDR UPLIFT STRAP 1r \ OUTLOOKERS JACK STUD GABLE ENDWALL RAKE OR RAKE TRU5S w/ LOOKOUT BLOCKS 8d IOd 40 EDGE/4 FIELD a FLOOR JOISTS PLNDow SILL CEILING SHEATHING SILL PLATE GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10" FIELD 5/8" ANCHOR BOLTS @ 36" O.G. _ WALL SHEATHING MIN. 7" EMBEDMENT w/3"x3"x1/4" PLATE WASHER WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. ed IOd 6' EDGE/12" FIELD \\ 1/2" CDX. SHEATHING SILL PLATE TO TOP PLATE q YZ" AND 232' FIBERBOARD PANELS Bd - 3' EDGE/6" FIELD 12 GA. ANCHORS TYP. ° SEE NAILING SCHEDULE Y2" GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10" FIELD 11 `� 5/8" ANCHOR BOLTS @ 36" O.C. x FLOOR SHEATHING MIN. 7 EMBEDMENT WOOD STRUCTURAL PANELS w/3"x3"xl/4" PLATE WASHER I" OR LESS Sd IOd 6' EDGE/1" FIELD I GREATER THAN I" IOd 16d 6' EDGE/6" FIELD II (T) ISILL TO PLATE CONNECTION LU/ SNEATHIN SCALE: N.T.S. SCALE: N.T.S. GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. 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 IST FL. JOISTS 6/9/15 3,4,5 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 0 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: �� • h NORTHSII m€ DESIGN ;TINCTIVE RESIDENTIAL & COMMERCIAL DESIGI 1 MAIN STREET * YARMOUTHPORT * MA 0267'. (508)362-2210 (508)362-9802 NORTHSIDEDESIGN-COM 111��. BUILDING SECTIONS SCALE: 1/4-=1'-0" Uu+ll iwl•lil�ueu•w.wu•w,.. 0 1 2 4 R PROJECTM SHEET: 14-36 AA DATE: OF 04/01/15 5