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HomeMy WebLinkAboutbuilding plans�11­11 I / � � I � � ' -2. w I ,-D. FPRNA WASHER & DR ER PROPOSED INSTAL 'ABOVE ON PLATFORM ABOVE/ Lfp''y`'�' `(jII' �II i� FLOOD ELEVA' ELEVATION / rvi I BELOW — — -I BELOW/ I D I 2868 INSUL / ZO MIN. OR. 0 � I I / I I -------------PROPOSED -------------/ GA15AGE--- l ------------ ------- ------------------------ I / I I PROPOSED FAMILY ROOM /STORAGE 0 � I II II I 11 II II II .L A. it ___I III _ - FLOOD VENTI / FLOW VENT II II 11t BEL W J BELOW 3-a" - - - _ II II II II II II I I I II II II II II II II II II I II I I 5" r- TW2646 Twz6 TVV2646 TM646 III II II II II II II II II II II / ; II II . II II II II II II II II II A ! II II v II II II II II II II II II A.4 all se. cus oM COLUMN / 11 11 J1_IL_ IL1 11 II NOTE: C _ r� ALL MATERIALS BELOW FLOOD U U U U U U U U U U U e^SO.CUSTOM ELEVATION! MUST BE WATERPROOF MATERIALS PTW 3'-6" 3'-s^ 31-1" 3'-8" COLUMN STUDS, PT PLYWOOD, CEMENT BOARD DRYWALLAND CLOSED CELL INSULATION. NO UTILITIES 2'•4" T-W S'-D" 7'-4" 214" 2'-6 S'-10�4 3'-11 '-B 2 BELOW FLOOD ELEVATION. THIS APPLYS TO ALL NEW CONSTRUCTION. TYPICAL NOTES: 1. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS PRESENT D�FINAL CONSTRUCTION DOCUMENTS. 3. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MAINTAIN/ PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE 4. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ ENCLOSURES AS MAY BE NECESSARY TO ENSURE SUCH PROTECTION. 5. STRUCTURAL ENGINEER/ DESIGNER TO PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/ FINISH. �� I RST FLOOR PLAN r' ---IN 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 19'-2" ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NO. REVISION DATE 0 COPYRIGHT __________ NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. CL THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR 7B6TH COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTENEXISTG PERMISSION AND CONSENT OF DEN/GUEST NORTHSIDE DESIGN ASSOCIATES. RM. EXISTG LIVING — — RM. — — — — jr�1121 WAI. OVEN -- \1 L_ UP I I OUTLINE OF EXISTG UPPER DECK DECK ABOVE EXISTG KITCHEN 36'W. RANGE III III III w -- ` m ----------------llll AREA OF THE DECK TO BE REMOVED. MAX. LOT COVERAGE 2303 LOT COVERAGE SHOWN 2303 WALL KEY NOTE: CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72' 0 EXISTING WALLS ABOVE FINISH GRADE PER CODE. ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF WALLS TO BE REMOVED ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OFA4' DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING WHEN THE WINDOW OPENING LIMITING DEVICE IS ® PROPOSED WALLS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. FFOR CONSTRUCTION BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET • YARMOUTHPORT - MA 02675 (508)362-2210 (508)36241802 NORTHSIDEDESIGN.COM NORTHSIDEI@COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MCGILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE : FIRST FLOOR PLAN SCALE: 1/8" = T-O" 0 1 2 4 8 PROJECT #: SHEET 21-28 A.1 OF DATE: 9/28/22 10 SECOND FLOOR PLAN ALL KEY 0 ExIsTINc WALLS E ----- I WALLS TO BE REMOVED ® PROPOSED WALLS FOR CONSTRUCTION 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. NO. REVISION DATE @ COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE ®DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN — MAIN STREET' YARMOUTHPORT' MA 026)S Ism)3E2.2230 ISM) 362-9802 NORTHSIDEDESIGN.COM NORTHS IDEl@I COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MCGILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE SECOND FLOOR PLAN SCALE: 1/8" = 1'-O" 0 1 2 4 B PROJECT #: SHEET 21-28 A. 2 OF DATE: 9/28/22 10 BASE FLOOD ELEVATION+ 12"= I.' BASE fLOOD ELEVATION 11.00' PROP. ROOF SHEATI ARCHITECTURAL ROOF SHINGLES IN WOOD' TOPOFPIATE_ WINDOW CASING In 1rg HEAD 1.5 DAMBS • 2" R.C. SILL SECOND FLOOR SUBFLOOR _ _ _ TOP OF PLATE PaOv. smvwnu lnv.) Pis PRE -STAINED CAPE C00 5" EXPOSURE AND WITH .rev CORNER BOS. 6"CORNERBOARDS(I U.N.O.) FIRST FLOOR_ 'IIFLII' TOP OFFOUND. NOTE: ALL MATERIALS BELOW FLOOD ELEVATION MUST BE WATERPROOF MATERIALS PTW STUDS, PT PLYWOOD, CEMENT BOARD DRYWALL AND CLOSED CELL INSULATION. NO UTIUTIES BELOW FLOOD ELEVATION. THIS APPLYS TO ALL NEW CONSTRUCTION. ///'''���\� FRONT ELEVATION WOOD TOP PRAIL `W 6'H. / \ WOOD TO ALAIL1036"N. r ` SQUARE BALASTERS @ 5" O.C. MAX, BASE FLOOQ ELEVATION! 12' < 12.00_ _ . _ _ . BASE FLOOD ELEVAT/ON11.00' FIRST FLOOR _ I' TOP OF FOUND.__ Em I -. 101.1..6. ..:.1.1....1.1....1. . J.I...I i. i...l1. t.. m'.... .11. 0.11.1.1 1.11O1t1...Itlt...111t1t... W 1.. DEMO ■X�M ■M■■ NONE. IN, 0 MEMO No ■UN■ 2.9'W..TH. CARRIAGE STYLE OVERHEAD GARAGE DOORS PAINTED WHITE FLOOR )_R _ SLATE OOR )R _ IU EDt KtMUVt U. ROOF RAKE (TYP.) %E o �— • lX3 SUB RAKE SOLID WHITE TRIM NANTUCKET DORMERS DECK RAILING SYSTEM: 7-S .6. OSTS W. DECORATIVE CAP @1 EQUAL SPACING • WOOD TOP RAIL @ 36"H. SQUARE BALASTERS @ S" O.C. MAX. GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 20 @ 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. NO. REVISION DATE (D COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIOENTIAL & COMMERCIAL DESIGN 141 MAIN STREET • YARMOUTHPORT • MA 02675 (508)362-2210 (SDS)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE1000MCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MCGILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE ELEVATIONS OUT &TRIM TO10"110" SQUARE (nP.).) SCALE: 1/8" = 1'-0" 0 1 2 4 B LEFT SIDE ELEVATION FOR CONSTRUCTION PROJECT #: SHEET 21-28 A.3 OF DATE: 9/28/22 10 ROOF RAKE (TYP.) Ix8 RAKE CONT. RIDGE VENT (—.11r3 SUB RAKE �� RIGHT SIDE ELEVATION CONTINUOUS RIDGE VENT 4 3-1 3/4" x 16" LVL A,5 2x10 RAFTERS 0 16" O.C. RIDGE BEAM 5/8" COX SHEATHING 15N BUILDING PAPER 7.z5�121122 Qki) / 238 �'�L" ti > T ASPHALT ROOF SHINGLES H2.5 CLIP, ONE PER RAFTER, RAFTER, TYPICAL 2x0 CEILING JOISTS 0 TOP OF PLATE —.—.— ^' _ NSTTLATIVF'9E GYPSUM ON 1x3._... ......_ CODE v..-- FURING 0 16" o.c. a M. BEDRM. W.I.C. a o SECOND FLOOR ci Frr ADVANTECH PLYWD. SUBFLR, _ I 'GLUED & NAILED, TYPICAL SUBFLOOR — — — — — - TOP OF PLATE 6 3-13/4"x91/4"LVLrIENCASED HEADER x35STEELBEAM / 117/B"T]1 FLOOR IN FIREED SHEETROCK `� 7OISTS@16"O,C. 3-13/4"x91/4"LVL HEADER PROVIDE 1 LAYER 5/8" Ty E 10 X" FIRECODE GWB ENTIRE -A,5 - GARAGE .& COILING I GARAGE L - m I m 2-2X6 P,T SILL 0 0 W/ SILL SEALER FIRST FLOOR ... 2-11 T&B TYP. SDBFLDOR W/SILESLALEN I PITCH SLAG y" PER FOOT Va" TOP OF FOUND. --------- —t-- TOWA RDAB `T —_--_----------- — 10' THICK x 4'-10" I CONCRETE WALL ON �^ CONTIN UOU524"x12"D. CONCRETE FOOTING G"COMPACTED FILL 5" CONC. SLAB ON u 10 MIL VAPOR RETARDER VERIFY AND MAINTAIN 1 4' FOOTING COVERAGE \ / BELOW GRADE 2 �� BUILDING SECTION A.4 A SIDING S "TYVEN" H D" COX Pt 2x6 0 16" INSULATIOI 6 MIL. P01 D" G.W.B. 1 TYPICAL WALL DETAIL SCALE 1-1/2" = V-0" FLOOD VENTS TO BE "SMART — VENTS" (200 SO. FT, COVERAGE) 12" (MAX.) ABOVE CONC. SLAB & FINISH GRACE, TYPICAL DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP & BOTTOM OF WALL ARE PROPERLY SERCURED. 20 p5 REBARS, CONT. TOP & BOTTOM CARRY DAMPROOFING OVER TOP OF FOOTING. TYPICAL 2.4 KEYWAY p5 DOWEL 0 18" O.C. 26"L 1. PRDP. ROOF SIIFAIHING (TYP.) AI N IA VA HALT ROOF SIIINGLFS IN'WCATIIERFD wooD' — TOPOFPLATE� DECK RAILING SYSTEM: 6x6 5 .. DECK POSTS W. • DECORATIVE CAP @ EQUAL SPACING • WOOD TOP RAIL @36"H. • SQUARE BALASTERS @ 5" O.C. a! MAX. 2 � SECOND FLOOR I SUBFLOOR — — — — TOP OFPIAT WINDOW CASING (TYR.) Ix5 HEAD 1xS 3AM BS • 2" P.C. SILL _ _ _ _BASE FLOOD F_LEVATION•12'=1200' FIRST FLOOR_ BASE FI_OOO ELE VATIONI 100_ _ --—SUBFLOOR TOP OF FOUND. BIT. JOINT FILLER, TOP OFF WITH FLEXIBLE JOINT SEALANT _.._..•�-....- .._ W6x6 W2.9xW2.9 TOP 1/3 OF SLAB 5" CONIC. SLAB 6" COMPACTED FILL IAl NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL, NOTIFY DESIGNER IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED, TYPICAL SLAB & FOOTING FOR CONSTRUCTION III -IN GENERAL NOTES 1 ALL EXTERIOR WALLS SHALL BE 2xG @ 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. NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET • YARMOUTHPORT • MA 02675 1508)362-2210 (SO8)362-9802 NORTHSIDEDESIGN. COM NORTHSIDEI @COMUST.NET STRUCTURAL ENGINEER: TAYLOR �T, SIGN LLC luGILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE: ELEVATIADE SECTION & SCALE: 1/8" = 1'-0" 0 1 2 4 B PROJECT #: SHEET 21-28 A.4 OF DATE: 9/28/22 10 ASPHALT ROOF SHINGLES MATCH EXISTING 5/8" COX SHEATHING 1' CLEAR AIR (MIN.) 2. WIND BLOCKS BETWEEN RAFTERS, TYP. ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0" FROM EAVE - AL DRIP EDGE OVER ICE h WATER BARRIER ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLDING ki, 1X FRIEZE SIDING TYP. WALL 3 TYPICAL EAVE DETAIL SCALE 1-1/2" = 1'-0" 15M FELT PAPER 5/8" CDX PLYWOOD RAFTER VENT WHERE INSUL (MIN. 1' CLEAR AIR) 2a10 RAFTERS O 16' o. INSULATION PER CODE INSULATION PER CODE 1/2' GWB r/SKIM COAT PLASTER ON 1. STRAPPING O 16" O.C. SIMPSON H2.5 CUP, ONE PER RAFTER, TYPICAL SHINGLE RIDGE CAP ROLL VENT 6' APRON, THICKEN TO RIDGE BOARD (STRUCTURAL 8' O DOOR OPENING SIZES MAY VARY) 2 O Y5 REBAR CONT. AT PERIMETER TYPICAL RIDGE VENT DETAIL SCALE 1-1/2" = 1'—D" COORO. DIM. W/ DOOR LOCATION GARAGE DOOR 1010D'a1' GALV. ANGLE w/ /4 ANCHORS O S-0"" O.C. MAX. 2R4 KEYWAY W6X6 W2.9XW2.9 TOP 1/3 OF SLAB 4 2 O 05 REBARS, CONT. _ • e . ,1 \ -\\\/\ 6' COMP. FILL _\;�\\/\�\/�//\ D GARAGE APRON DETAIL SCALE 1-1/2" = 1'-0" 1 I 6"a&" P.T. COLUMN, POST UP TO BE DETERMINED. 1.4 OBEY COMPOSITE 1 I (TYP.) DECKING. TYPICAL I I I SIDING SEE ELEVATION I 3-2a10 P.T. BEAM I COMPOSITE TRIM 'TYVEK" HOUSEWRAP 6 MIL POLY VAPOR BARRIER 1/2- CDX PLYWOOD 1/2- G.W.B. FLOOR JOIST 2xIO P.T. ECK I Ij - _ � 2.6 O 16' O.C. JOISTS 12'D C. 3/4' T&G PLYWD. SUBFLOOR SEE FRAMING PLAN INSULATION GLUE k NAIL TO JOISTS _ - - PER CODE 2a8 BOLTED 2- 5/B' STAINLESS LSL RIM JOIST OR DEL. PERIMETER TO FLANGE I j STEELTHRU BOLTS, I (STAGGERED) BEAM TO POST Em NOTE: I I, CONNECTION AT PORCH 2-24 P.T. SILL - -- - - - - - SILL SEALER 1/2' COX P.T. PLYWO. BOTTOM G" 2.10 P.T. DECK JDIST 12, D.c. , GALVANIZED JOIST HANGERS, TYPICAL II _ = 212 O I I BEAM 512E5 Vql FILL & TAMP 5' OUT FOR II •• II--O 1"/FT. SLOPE: PROVIDE ' 2 O 15 REBARS CONT, 72' BED OF I' STONE „ h AROUND ALL OPENINGS WHERE NO GUTTERS _ , S/B' ANCHOR BOLTS O 32' O.0 MIN.EMBEDMENT a r/3'.3a3'a1/4' PLATE WASHER DAMPROOFINO BLOW GRADE I , TYPICAL SILL DETAIL U SCALE 1-1/2" - 1'-0" 2.8 BOLTED TO FLANGE TEAM FASTENED WITH 2. 5/8- STAINLESS STEEL THRU BOLTS AT 12" O.C. (TYPICAL) I. I I ,I I I a N' e PROVIDE 10' DIAM, SCNOTUBE W/ ; a BIGFOOT FOOTING (BF28) FOR COLUMC SUPPORT ABOVE. a Elm. I fED @_a�R AGE JOIST TO STL. BM. CONNECTION SCE 1-1/2" = 1'-0" w/!Ball Oxlw 7 TYPICAL PORCH POST DETAIL SCALE 1-1/2" = 1'—O' FOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2A @ 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, NO. REVISION I DATE ® COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MNN5TAE ET' YARMOUTHPORT' MA02675 15D11361.2210 (SD3)362-9602 NORTNSIDEDESIGN.COM NORTH5IDE I@ COMCASTMET L RUCTURAL ENGINEER: TAYLOR DESIGN LD PI, LICUDDY SI DENCE E2 POWERS LANE W. YARMOUTH, MA. TITLE : DETAILS SCALE: 1/8" = V-0" 0 1 2 4 8 PROJECTM SHEET 21-28 A.5 OF DATE: 9/28/22 10 RAFTER Lu 16' O.C. 2.6 DBL TOP PLATE •I'� �` co H2.5 LPEA. Q RAFTER SIMPSON -6 (20 GA.) •i DBL TOP PLATE TOP PLATE I I I �ti I I HEADER I I I I I •i I I I I I•I RAFTER TO PLATE CONNECTION FULL HCT. STUD HDR UPLIFT STRAP •I i i 2z STUDS 0 16' D.C. A -----JACK STUD i SCALE: N.T.S. PNNDOW SILL •i ,� DBL BTM PLATE 5/8" ANCHOR BOLTS 0 35" O.C. MIN. 7' EMBEDMENT w13.3'.1/4' PLATE WASHER RIM JOIST BEAMAND II IH� /� TENDAN �" STRAP �I 12 CA. ANCHORS TYP. LOOR JOISTS DI E ISTA 0 EACH RAFTER DBL BTM. PLATE 1 2- 2R5 II RIDGE BEAM - SILL PLATE o �L 1/2" COX. SHEATHING J1 NOTE: SILL PLATE TO TOP PLATE RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL SEE NAILING SCHEDULE 1.6 OR 2.4 LUMBER ARE LOCATED IN THE UPPERTHIRD OF THE ATTIC 5/8' ANCHOR BOLTS 0 36- D.C. SPPACE AND ATTACHED 70 RAFTERS MIN. 7' EMBEDMENT - Y USING (5)100 NAILS . EACH END w/3'.3%1/4' PLATE WASHER CSTUDS AND HEADERS SCALE: N.T.S. BRIDGE BAND STRAP SCALE: N.T.S. JOINT DESCRIPTION NUMBER OF UMBER OF NAIL SPACING COMMON NAILS OK NAILS ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-8d -10d E H END RIM BOARD TO RAFTER (END NAILED 2-16d 3-1 Ed EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d -16d A JOINTS STUD TO STUD (FACE NAILED) 2-16d -l6d 2 T. O.C. HEADER TO HEADER (FACE NAILED) t6d 24' 0. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd -10d PEI JOIST BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d -16d E H BLOCK LEDGER STRIP TO BEAM OR GIROER(FACE NAILED) 3-16d -16d E JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d -IOd PER JOIST BAND JOIST TO MST (END NAILED) 3-16d -16d PEI JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-150 -16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16' O.C. 8d IOd 6' EDGE/6' FIELD RAFTERS OR TRUSSES SPACED OVER 15' O.C. 8d Od 4' EDG /5' FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/D GABLE OVERHANG 8d Od 6- EOG /6- FIELD CABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d Od 6- EGG] /6- FIELD OUTI.ODKERS CABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d Od 4' EDG /4' FIELD GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10- FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24' O.C. 8d 10d 6' EDGE/12' FIELD )f' AND %- FIBERBOARD PANELS Bd - 3' EDGE/6' FIELD )q' GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10' FIELD WOOD STRUCTURAL PANELS 1' OR LESS Od 10d 6- EDGE/1' FIELD GREATER THAN 1' 10d 16d 6' EOCE/6' FIELD 1/2- COX SHEATHING NAIL Bd COMMON NAILS 0 3' O.C. - 2- 5/8- ANCHOR BOLTS w/ 3 x3' PLATE WASHERS FOUNDATION CONTINUOUS HEADER 0 MULTIPLE OPENINGS HEADER STUD —NAIL TOP PLATE TO BTM, OF HDR. 2 ROWS 16d NAILS 0 3' O.C. OPENING ENARROW WALL BRACING SCALE; N.T.S. DSILL TPLATE CONNECTION W/ SHEATHING SCALE -ON .T.S. SIMPSON STHD14113 2-PT SILL PLATE 30- (MIN.) REBAR LENGTH 1— p5 REBAR IN SHEAR CONE (12" MIN. REBAR LENGTH) CONCRETE FOUND. WALL FCORNER STUD HOLD DOWN SCALE: N.T.S. FOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2K6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2A @ 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. NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL 6 COMMERCIAL DE51GN 141 MAIN STREET' YARMOUTHPORT • MA01675 (50"1352-2210 (503)362.9602 NORTHSIDEDESIGN.COM NORTHSIDEIQ COMCAST.NET 5TRUCTURALENGINEER: TAYLOR -SIGN LLC FOGILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE: WALL TIE DOWN DETAILS SCALE; 1/8" = V-O" 0 1 2 4 6 IF PROJECT #: SHEET 21-28 A.6 OF DATE: 9/28/22 10 TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2' 2 PIECES D-4' 2 ROWS OF 760 NAILS O 12' O.C. 2- 2' 3 PIECES D-4- 2 ROWS OF 1/2- DIAM BOLTS O 12. O.C. 2- ��FIRST FLOOR FRAMING PLAN FOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2A6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2A @ 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. NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENNAE L COM ME KOX DESIGN 241 MAIN STREET - YARMOUTH PORT - MA 02675 (500)367-2210 ($O6)362-9402 NORTHlI0EDESIGN.COM NORTHSI DEI EECOM CAST.NET STRUCTURAL ENGINEER: TAYLOR -AESLGN LLC OPOSED ILLICUDDY RESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE : FIRST FLOOR FRAMING PLAN SCALE: 1/8" = 1'4" 0 1 2 4 8 PROJECT #: SHEET 21-28 S.1 OF DATE: 9/28/22 10 (NEW ADDITION) zr6%" 6'xA" POST UP/DN. 6"x6" POST -/ ON. �Tll 0 3-1 3/4"01 p LVL HEADER a I I 11 7/8" FLOOR JOISTS ® 16" o.c. 3 v xo xz a� 6"x6" POST 2 0 U DN. _ ■IV 12x 5 S rEEL BEAM, UP F.5 3-1 3/4'x11 7/8" LVL HEADER n 2 a F n!Z3 11' 7/8" TA FLOOR JOISTS 0 16" o.c. z 3-1 3/4 6"x6" POST LVL qEA 3-1 3/4"xlt 7/8" DN. A LVL HEADER, FLUSH TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2" 2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12' O.C. 2" 2" 3 PIECES D-4" 2 ROWS OF 1/2" DAM DOLTS 012- O.C. 2' ADDITION) (EXISTING) 2- 1 3/4"x9 1/4" LVL HEADER 4"x6' POST —4"x6" POST Dk UP/DN. I -A I lI 2-1 3/4"x9 1 /4" DN POST LVL, FLUSH 4"x6' POST DN. DN. � 2-1 3/4'x9 1 /4' LVL, FLUSH II II 4"x6' POST ON. [2-1 3/4"x9 1 /4" LVL HEADER, FLUSH 3" DBL. STUD POCKETS 2-1 3/4'x9 1/4" 4 x6 ON _.. POST 'll _'_I L' LVL HEADER, FLUSH L_. _ _........... $x4" POST 4'x4" POST ON. ON. (EXISTING) SECOND FLOOR FRAMING PLAN (EXISTING) FOR CONSTRUCTION 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. NO. REVISION DATE @ COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN 141 MAIN STREET " YARMOUTHPORT - MA 02675 (5081362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTH51DE 1@00MCAST. NET STRUCTURAL ENGINEER'. TAYLOR n�WSIGN LLC 1LLICLIDDY ESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE: SECOND FLOOR FRAMING PLAN F E: 3/4" = V-0" 4 8 12 18 PROJECT #: SHEET 21-28 S.2 DATE: OF 9/28/22 1 O TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS Y 2 PIECES 0-4" 2 ROWS OF 16D NAILS 0 12" O.C. ROOF FRAMING PLAN z" 3 PIECESH — D-4" 2 ROWS OF 1/2" DIAM BOLTS 0 12" O.C. 2" FOR CONSTRUCTION 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. NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO 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: NORTHSIDF DESIGN ASSOCIATES STINCTIVE RESIDENTIAL 4 COMMERCIAL DE! 1 MAIN STREET " YARMOUTH PORT • MA 02 (508)362-2210 1508)363-9802 NORTHSIDEDESIGN.COM NORTHSIDEt Ca COMU5T.NET STRUCTURAL ENGINEER: �TAYR OLLC ICUDDY ESIDENCE 2 POWERS LANE W. YARMOUTH, MA. TITLE: ROOF FRAMING PLAN F : 3/4" = 1'-O" B 12 18 PROJECT #: SHEET 21-28 S.3 OF DATE: s/28/22 10