HomeMy WebLinkAboutbuilding Plans 11.21.2025DWG. NO. :CBY THOMAS A. MOORE DESIGN CO.COPYRIGHT 2020
FIRST FLOOR PLANFIRST FLOOR= 958 S.F.SECOND FLOOR = 894 S.F.FRONT ELEVATION8'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FLOORTOP OF PLATESUBFLOORTOP OF PLATE8'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FLOORTOP OF PLATESUBFLOORTOP OF PLATE2.) CONTRACTOR TO VERIFY MATERIALS, DETAILS & FINISHESCOMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTIONANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES,DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTSSHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TOERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THECONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES,BUILDING CONTRACTOR.FIRST FLOOR TO BE 6'-11" ABOVE SUBFLOOR & DIMENSIONS IN THE FIELD IN THE FIELD WITH OWNERLOCAL CODES INCLUDING THE WFCM 110 MPH1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT STATE BUILDING CODE AND ALL OTHER APPLICABLEALL WORK SHALL CONFORM TO THE MASSACHUSETTSEXPOSURE B MANUAL5.)4.)GENERAL NOTES:& 1 x 6 SUB-RAKETYPICAL WHITE CEDARTYPICAL 1 x 8 FASCIACORNER BOARDSTYPICAL 1 x 5/1 x 6W/ 1 x 3 DRIP BD.TYPICAL 1 x 8 RAKE BDS.& FRIEZE BOARDS5"± TO WEATHERAT SIDES & REARSHINGLE SIDINGBOARDS W/1 x 3 DRIPTYPICAL 1 x 8 "FLYING RAKE"TYPICAL ASPHALT ROOF SHINGLES124±1212128±1212NEW SMOKE/CARBON MONOXIDE DETECTORS(96" STUDS)(88" STUDS)
(96" STUDS)(88" STUDS)
4'-0"AT KNEEWALLTOP OF PL.4'-0"AT KNEEWALLTOP OF PL.BATHKITCHENRANGESINKREF.27'-0"50'-0"24'-0"14'-0"22'-0"1'-0"5' C.O.DN.UPSTACKW.D.OFFICEPANTRYCLO.7' x 3'ISLANDCLO.GASF.P.HALLCOMPUTER/T.V. SPACE DWDEN/HOMEOUTDOORSHOWER3'-8"5'-3"2'-10"5'-11"6'-2"16'-2"9'-4"6'-10"3'-1"9'-0"6'-10"2'-10"5'-3"SHOWER3' x 4'2@1'6"x6'8"CCBBCCED2'8" x 6'8"2'8" x 6'8"2'6" x 6'8"2@1'6"x6'8"2'0"x6'8"3'0" x 6'8"2'-2"15'-10"3'-8"4'-0"6'-0"4'-4"3'-4"7'-6"2'-4"3'-6"9'-4"A3AA3BAA3BA3ANDERSENFWG 8068 L3'8"x6'8"BIFOLD14'-2"12'-10"3'-2"5'-6"4' x 6'14R@7.8"±2'-0"5'-0"2'-0"2'-0"7'-1"2'-10"2'-10"5'-7"AAALAYOUT W/ OWNER)(VERIFY CABINETAB1214'-0"GARAGE2'-0"11'-6"6'-0"12'-0"6'-0"APRONCONC.RIGHT SIDE ELEVATIONCCAP143KIJ612141414AP612612612612SHEATH ONE SIDEOF THIS WALL3KIJ2J3KIJ3KIJ2J2J3KIJ3KIJ2J3K2J3K2J3K2J3K2J3-2 x 12 CORNER TO CORNERFOR APA PORTAL WALLSDWG. NO. :05101520CBY THOMAS A. MOORE DESIGN CO.COPYRIGHT 202311/21/20252025-361/4"=1'-0"PROJ. NO.SCALE :DATE :
THE DESIGNER AND CANTHE SOLE PROPERTY OFTHE PLANS SHOWN ARE NOTE:EXPRESS WRITTENALTERED WITHOUT THE NOT BE COPIED, REPRODUCED AND/ORCONSENT OF THEDESIGNERSTAMP :
W 10 x 26 or W 8 x 35STEEL BEAM ABOVE 3-1 3/4" x 11 7/8" LVL's ABOVEPOST DN.HSS 4" x 3" x 1/4"POST DN.HSS 3 1/2" x 3 1/2" x 1/4"612ROOMLIVINGROOMDININGTYPICAL ASPHALT ROOF SHINGLESTYPICAL ASPHALT ROOF SHINGLESTYPICAL WHITE CEDARCORNER BOARDSTYPICAL 1 x 5/1 x 65"± TO WEATHERAT SIDES & REARSHINGLE SIDINGCA32'-6"9'-0"2'-6"A3CNEW HEAT DETECTORS(4" CONC. SLAB ON GRADEPITCH 2" TO O.H. DOOR)12'-10"11'-2"
STRUCTURAL 11-24-25
LIN.BATHSECOND FLOOR PLAN27'-0"50'-0"14'-0"22'-0"1'-0"7.8"±BEDROOM #2BEDROOMCLO.CLOS.6'-7"BEDROOMMASTERCLOSETWALK-INHALLBATHMASTERLINENREAR ELEVATION8'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FLOORTOP OF PLATESUBFLOORTOP OF PLATELEFT SIDE ELEVATION8'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FLOORTOP OF PLATESUBFLOORTOP OF PLATE9'-0"8'-3"2'-10"5'-0"2'-4"4'-11"2'-10"4'-3"6'-9"8'-6"6'-9"1'-0"11'-5"11'-2"2'-5"DCCCCCCBCC10'-9"10'-6"2'-0"3'-3"5'-4"4'-4"3'-7"3'-2"5'-4"9'-10"3'-2"2'8" x 6'8"2'6" x 6'8"2'6" x 6'8"2'6" x 6'8"2'6" x 6'8"1'8"x6'8"2'0"x6'8"2'0"x6'8"2'8" x 6'8"2'6"x6'8"2'0"x6'8"2'0"x6'8"SHOWER5' TUB/23'-6"2'-0"1'-6"34'-6"1'-6"2'-0"12'-0"4'-2"(SHED DORMER)& 1 x 6 SUB-RAKETYPICAL WHITE CEDARTYPICAL 1 x 8 FASCIACORNER BOARDSTYPICAL 1 x 5/1 x 6W/ 1 x 3 DRIP BD.& FRIEZE BOARDS5"± TO WEATHERAT SIDES & REARSHINGLE SIDINGBOARDS W/1 x 3 DRIPTYPICAL ASPHALT ROOF SHINGLESA3AA3BAA3BA3WINDOW SCHEDULETYPEADECBREMARKSDOUBLEHUNGDOUBLEHUNGAWNINGMANUFACTURER'S UNITANDERSEN TW 210410" " TW 2446" " A 21ROUGH OPENING2'-6 1/8" x 5'-0 7/8"2'-6 1/8" x 4'-8 7/8"2'-0 5/8" x 2'-0 5/8"NOTE #1:CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF NEW WINDOWS WITH OWNER ANDROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWSFASTENERS PER CODE. PANELS TO BE MARKED AND STORED IN BASEMENT.NOTE #2: CONTRACTOR TO PROVIDE PLYWOOD PANELS FOR EACH WINDOW. INCLUDING PRE-SETDOUBLEHUNG" " TW 24362'-6 1/8" x 3'-8 7/8"6''-0 3/8" x 3'-5 3/8"" " C335CASEMENT1212128±3K1J3K1J2J3K1J3K1J2J14R@DN.13'-4"8'-8"2'-2"10'-4"SHOWER3' x 5'5'-1"12'-1"7'-3"4'-0"2'-2"11'-10"4'-0"12'-11"12'-1"STAIR ABOVEPULL-DOWN(96" STUDS)(88" STUDS)
(96" STUDS)(88" STUDS)128±CC3K1J3K1J2JAB12NEW SMOKE/CARBON MONOXIDE DETECTORSF2''-0 5/8" x 2'-0 5/8"" " CIR 20CIRCLEFWINDOW INGABLE ABOVEC2'6" x 6'8"ATTICUNFINISHED24'-0"14'-0"C10'-7"2'-10"10'-7"2'-10"14'-0"051015203K1J3K1J2J612612612612DWG. NO. :05101520CBY THOMAS A. MOORE DESIGN CO.COPYRIGHT 20231/4"=1'-0"PROJ. NO.SCALE :DATE :THE DESIGNER AND CANTHE SOLE PROPERTY OFTHE PLANS SHOWN ARE NOTE:EXPRESS WRITTENALTERED WITHOUT THE NOT BE COPIED, REPRODUCED AND/ORCONSENT OF THEDESIGNERSTAMP :
A3CCA311/21/20252025-36
TYPICAL SMARTVENTFLOOD VENT
STRUCTURAL 11-24-25
27'-0"36'-0"22'-0"14'-0"POCKETTYPICALBEAMSPACE(3" CONC. SLAB)NEWCRAWLCONCRETE FOOTINGSTYPICAL 10" x 20"3"-4" FROM BOTTOMW/3-#5 BARSFOUNDATION WALLTYPICAL 8" CONC.BOTTOM AND MIDDLEw/ 2-#4 BARS AT TOPSTEEL LALLY COLUMNSTYPICAL 4" DIA.CONC. FOOTINGTYPICAL 30" x 30" x 12"CONC. FOOTINGTYPICAL 36" x 36" x 12"3-1 3/4" x 9 1/2" LVL CONT.GIRTPOCKETTYPICALBEAM9'-4"8'-8"3'-8"7'-2"7'-2"2 x 10 FLOOR JOISTS @ 16" o.c.FOUNDATION PLANA3AA3BAA3BA38'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FLOORTOP OF PLATESUBFLOORTOP OF PLATE8'-4 1/2"SUBFLOORFIRST FLOOR7'-8 1/2"SECOND FL.TOP OF PLATESUBFLOORTOP OF PLATEBUILDING SECTION @ DEN/BATH/BDRMSBA3BEDROOMBEDROOMBATHOFFICEDEN/CRAWL SPACEMASTERMASTERBEDROOMBATHLIVINGDININGCRAWL SPACETYPICAL ROOF CONST.- 2 x 10 ROOF RAFTERS @ 16" o.c.- 1/2" CDX PLYWOOD ROOF SHEATHING- 15LB. FELT PAPER- ASPHALT ROOF SHINGLES(UNLESS NOTED OTHERWISE)- 2 x 12 RIDGE BOARDAT ROOF RAFTERS (R=60)- 8" SPRAY FOAM INSULATIONBUILDING SECTION @ DINING/LIVINGA3ATYPICAL ROOF CONST.- 2 x 10 ROOF RAFTERS @ 16" o.c.- 1/2" CDX PLYWOOD ROOF SHEATHING- 15LB. FELT PAPER- ASPHALT ROOF SHINGLES(UNLESS NOTED OTHERWISE)- 2 x 12 RIDGE BOARDAT ROOF RAFTERS (R=60)- 8" SPRAY FOAM INSULATION- 1/2" GYP. BD.- 'TYVEK'- W.C. SHINGLE SIDING- 1/2" PLYWOOD SHEATHING- 2 x 6 STUDS @ 16" o.c.- SPRAY FOAM INSULATION (R=30)TYP. WALL CONST.- 1/2" GYP. BD.- 'TYVEK'- W.C. SHINGLE SIDING- 1/2" PLYWOOD SHEATHING- 2 x 6 STUDS @ 16" o.c.- SPRAY FOAM INSULATION (R=30)TYP. WALL CONST.5/8" DIA. ANCHORBOLTS@ 32" o.c.CONCRETE FOOTINGSTYPICAL 10" x 20"3"-4" FROM BOTTOMW/3-#5 BARSFOUNDATION WALLTYPICAL 8" CONC.AND BOTTOMw/ 2-#4 BARS AT TOP5/8" DIA. ANCHORBOLTSCONCRETE FOOTINGSTYPICAL 10" x 20"3"-4" FROM BOTTOMW/3-#5 BARSFOUNDATION WALLTYPICAL 8" CONC.AND BOTTOMw/ 2-#4 BARS AT TOP2 x 8 CEILING JOISTS @ 16" o.c.9 1/2" TRUSS JOISTS @ 16" o.c.2 x 10 FLOOR JOISTS @ 16" o.c.9 1/2" TRUSS JOISTS @ 16" o.c.2 x 10 FLOOR JOISTS @ 16" o.c.2 x 10 CEILING JOISTS @ 16" o.c.3-1 3/4" x 9 1/2" LVL GIRTSTEEL BEAMBEAMINSULATION (R=30)9" BATT.1 x 3 STRAPPING @ 16" o.c.1/2" GYP. BD. ONINSULATION (R=30)9" BATT1 x 3 STRAPPING @ 16" o.c.1/2" GYP. BD. ON2-1 3/4" x 9 1/4" LVL's2-1 3/4" x 9 1/4" LVL's
2 x 4 STUDS @ 16" o.c.BOTH SIDESW/ 1/2" GYP. BD.2 x 4 STUDS @ 16" o.c.BOTH SIDESW/ 1/2" GYP. BD.INSULATION (R=31)9" BATT.LALLY COLUMNS4" DIA. STEEL3-1 3/4" x 9 1/2" LVL GIRTFOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA.NOTE #1:ANCHOR BOLTS AT 42" o.c. WITH MINIMUM EMBEDMENT OF 7"INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED USING3"x3"x1/4" SQUARE PLATE WASHERS.4'-0"2-1 3/4" x 9 1/2" LVL's9 1/2" LVL's2-1 3/4" x 9 1/2" LVL's 2-1 3/4" x9 1/2" LVL's2-1 3/4" x3-2 x 8's 2-2 x 8's 2-2 x 8's 2'-10"8'-0"4'-0"P.T. 2 x 8's @ 16" o.c.LEDGORLOK BOLTS @ 16" o.c. P.T. 2 x 8 LEDGER W/ (1)-5/8"STAGGERED, FLASH BEHIND2'-0"2'-0"2'-3"9'-6"±2'-3"14'-0"APRONCONC.50'-0"9'-9"24'-0"
4'-0"FLOODVENT3'-6"±GARAGEDROP TOP OF FND.WALL AT DOOR(4" CONC. SLAB ON GRADEPITCH 2" TO O.H. DOOR)1414AT O.H. DOORDROP TOP OF FND. WALL1414POST UP/DN.HSS 3 1/2 x 3 1/2 x 1/4DWG. NO. :05101520CBY THOMAS A. MOORE DESIGN CO.COPYRIGHT 20231/4"=1'-0"PROJ. NO.SCALE :DATE :THE DESIGNER AND CANTHE SOLE PROPERTY OFTHE PLANS SHOWN ARE NOTE:EXPRESS WRITTENALTERED WITHOUT THE NOT BE COPIED, REPRODUCED AND/ORCONSENT OF THEDESIGNERSTAMP :
4'-0"1212- 1/2" PLYWOOD SHEATHINGFOUNDATION WALLSTYPICAL 8" CONCRETE- SPRAY FOAM INSULATION (R=30)- W. C. SHINGLE SIDINGw/2-#4 BARS AT TOP& BOTTOMCONC. FOOTINGSTYPICAL 10" x 20"w/3-#5 BARS CONT.WITHIN 2"-3" OF BOTT.- 'TYVEK'- 1/2" GYP. BD.TYP. WALL CONST.- 2 x 6 STUDS @ 16" o.c.INSULATION (R=30)9" BATT 3/4" T & G PLYWOODSUBFLOOR - GLUED & NAILED4" CONC. SLABSTRAPPING @ 16" o.c.GYP. BD. ON 1 x 35/8" FIRE CODEGARAGEUNFINISHEDATTIC9 1/2" TRUSS JOISTS @ 16" o.c.BUILDING SECTION @ GARAGECA32 x 8's @ 16" o.c.CA3A3C3" CONC. SLABSEE FRAMING PLANSTYPICAL ROOF CONST.- 2 x 10 ROOF RAFTERS @ 16" o.c.- 1/2" CDX PLYWOOD ROOF SHEATHING- 15LB. FELT PAPER- ASPHALT ROOF SHINGLES(UNLESS NOTED OTHERWISE)- 2 x 12 RIDGE BOARDAT ROOF RAFTERS (R=60)- 8" SPRAY FOAM INSULATION25'-11"FLOODVENTFLOODVENT11/21/20252025-36
5'-4"6'-10"CRAWL SPACE SLAB TO BE WITHIN 12" (ELEVATION WISE) OF LOWEST NOTE #2:FINISHED GRADE AROUND THE PERIMETER OF THE FOUNDATION.CONTRACTOR TO VERIFY ALL FOUNDATION/GRADE ELEVATIONS IN THE FIELD.5'-8"3' x 2'6"ACCESS4'-0"FLOODVENTFLOODVENTDOOR14'-0"10'-0"AND FOOTINGS TO BE 4' BELOWSTEP FOUNDATION WALLNOTE:FINISH GRADE - VERIFY IN FIELDAND FOOTINGS TO BE 4' BELOWSTEP FOUNDATION WALLNOTE:FINISH GRADE - VERIFY IN FIELD
STRUCTURAL 11-24-25
NOTE 1:ROOF FRAMING PLAN OTHERWISE NOTED 2 x 10's @ 16" o.c. UNLESSALL ROOF RAFTERS TO BE9 1/2" TRUSS JOISTS @ 16" o.c.SECOND FLOOR FRAMING PLAN2 x 8 RAFTERS @ 16" o.c.ROOF CONSTRUCTIONTYP. OVERBUILDW 10 x 26 or W 8 x 352 x 12 RIDGEBOARD
2 x 12 RIDGEBOARD2x
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YVALLEY A3AA3BAA3BA32-1 3/4" x 7 1/4" LVL's2-2 x 10's2-1 3/4" x 9 1/2" LVL'sFLITCH BEAM 2-1 3/4" x 9 1/2" LVL's
2-2 x 10's2-2 x 10's
2-2 x 10's2-2 x 10's2-2 x 10's3-2 x 10 HEADER3-2 x 6's3-2 x 6'sw/ 1/2" x 9" STEEL PLATE STEEL BEAM POST DN.HSS 4" x 3" x 1/4"POST DN.HSS 3 1/2" x 3 1/2" x 1/4"3-2 x 6'sFLITCH BEAM 2-1 3/4" x 9 1/2" LVL'sw/ 1/2" x 9" STEEL PLATEPOST 4 x 6UP/DN.POST DN.4 x 6POST DN.POST DN.3-1 3/4" x 7 1/4" LVL'sPOST UP27'-0"50'-0"24'-0"14'-0"22'-0"1'-0"
1'-0"
23'-6"2'-0"1'-6"34'-6"2'-0"12'-0"(SHED DORMER)A3AA3BAA3BA327'-0"36'-0"14'-0"22'-0"1'-0"3-1 3/4" x 7 1/4" LVL'sNOTE 1: ALL HEADERS TO BE 3-2 x 8's UNLESS NOTED OTHERWISENOTE 2: ALL POSTS TO BE 4 x 6 UNLESS OTHERWISE NOTEDBLOCK SOLID UNDERSET BACK DORMER WALL2'-0"14'-0"50'-0"14'-0"24'-0"
2'-0"15'-6"14'-0"2 x 12 RIDGEBOARD3-1 3/4" x 11 7/8" LVL'sBEARING WALL BELOW BEARING WALL BELOW
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Y2x ON THE FLAT OVERLAYNOTE 2:ALL HEADERS TO BE 3-2 x 6's UNLESS NOTED OTHERWISE4 x 6POST DN.BEARING WALL ABOVE
DWG. NO. :05101520CBY THOMAS A. MOORE DESIGN CO.COPYRIGHT 20231/4"=1'-0"PROJ. NO.SCALE :DATE :THE DESIGNER AND CANTHE SOLE PROPERTY OFTHE PLANS SHOWN ARE NOTE:EXPRESS WRITTENALTERED WITHOUT THE NOT BE COPIED, REPRODUCED AND/ORCONSENT OF THEDESIGNERSTAMP :
3-2 x 12 CORNER TO CORNERFOR APA PORTAL WALLSCA3A3CA3BCA311/21/20252025-36
STRUCTURAL 11-24-25
NO.REVISION/ISSUE DATE
PROJECT:SCALE: NONESTANDARD FRAMING CONNECTION REQUIREMENTS :FOLLOW REQUIREMENTS OF TABLE 2 FROM WFCM MANUAL.FLOOR CONSTRUCTION REQUIREMENTS :FIRST TWO JOIST BAYS OF THE FLOOR FRAMING FROM EACH GABLE ENDTO BE BLOCKED WITH TJI BLOCKING OR 2x LUMBER 4-ft ON CENTER FORTHE LENGTH OF THE JOIST. SHEATHING TO BE NAILED IN ACCORDANCEWITH TABLE 2 (8d NAILS, 6” SPACING AT THE EDGES AND 12” SPACING INTHE FIELD).EXTERIOR WALL REQUIREMENTS :ALL EXTERIOR WALL STUDS TO BE 2x6 AT 16” ON CENTER. THE DOUBLETOP PLATES ON THE EXTERIOR WALLS TO HAVE A MAXIMUM SPLICE LENGTHOF 4 FEET AND SPLICES TO BE NAILED WITH 14-16d NAILS IN ACCORDANCEWITH TABLE 6 IN THE WFCM 110/B BOOKLET.ROOF FRAMING REQUIREMENTS :RAFTER CONNECTION TO THE TOP PLATE REQUIRES SIMPSON H2.5AHURRICANE CLIPS WITH 2X BLOCKING BETWEEN JOIST BAYS TOE NAILED TOTHE RAFTER AND TOP PLATE WITH 7-10d NAILS PER BAY. IF BLOCKING ISNOT DESIRED, SIMPSON H-10A OR H-14A HURRICANE CLIPS CAN BESUBSTITUTED AND INSTALLED ON EVERY RAFTER WITHOUT BLOCKING. ALLCLIPS TO BE INSTALL IN ACCORDANCE WITH SIMPSON REQUIREMENTS.COLLAR TIES ARE REQUIRED IN THE UPPER THIRD OF THE ROOF RAFTERS ANDARE TO BE NAILED WITH (5) 10d NAILS PER SIDE OR USE SIMPSON LSTA18 STRAPS FROM RAFTER TO RAFTER OVER THE RIDGE BOARD.ROOF SHEATHING TO BE NAILED USING 8d OR EQUIVALENT NAILS 6” ONCENTER AT THE EDGES, 6” ON CENTER IN THE FIELD. THE FIRST TWO BAYSBETWEEN RAFTERS ARE REQUIRED TO BE BLOCKED 4 FEET ON CENTER ATALL GABLE ENDS PER THE WFCM.LIMITATIONS AND CONTRACTOR RESPONSIBILITIES :THE CONTRACTOR MUST REFER TO THE TABLES AND FIGURES WITHIN THEWFCM 110 MPH EXPOSURE B BOOKLET FOR ILLUSTRATIONS ANDREQUIREMENTS DISCUSSED WITHIN THIS SUMMARY. ALL CONNECTIONS ANDNAILING MUST MEET THE REQUIREMENTS HEREIN AND AS ILLUSTRATED IN THEBOOKLET IN ORDER TO BE IN COMPLIANCE WITH THE BUILDING CODE. THECONTRACTOR IS RESPONSIBLE TO ENSURE ALL CONNECTIONS, NAILING,AND ANCHOR BOLTS ARE VISIBLE TO THE INSPECTOR AT THE TIME OF THEFRAMING INSPECTION/FOUNDATION INSPECTION. THE CONTRACTOR MUSTREFERENCE THE SIMPSON STRONG TIE C-2014 CATALOG FOR ALL STRAP,HANGAR, AND TIE INSTALLATION REQUIREMENTS AND LIMITATIONS. THISDOCUMENT AND THE ATTACHMENTS AS WELL AS A COPY OF THE WFCMBOOKLET MUST ACCOMPANY ALL SETS OF PLANS SUBMITTED TO THEBUILDING DEPARTMENT AND ISSUED TO THECONTRACTOR/SUBCONTRACTORS UNLESS THE PLANS ARE UPDATED WITHNOTES AND DETAILS THAT REFLECT THE REQUIREMENTS STATED IN THISDOCUMENT AND ATTACHMENTS.21 HERITAGE DR. YARMOUTH, MAJOB#: 25-069IGOE PROJECT IGOE PROJECTDATE:09-24-20251532" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT6"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.NOTE : FOR PLYWOOD SHEAR WALLS LISTED ABOVE, 8d COMMON ORGALVANIZED BOX NAILS = (0.131 x 2 12"). GUN NAILS MATCHING THE NAILDIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE.1 - ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACHEND OF THE WALL.2 - FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C.3 - NAILING OF SHEATHING TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS INSHEARWALL.4 - ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH(2) 16d NAILS AT 6" O.C. FOR ATTIC/SECOND FLOOR SHEARWALLS AND (2) 16dNAILS AT 4" O.C. STAGGERED FOR FIRST FLOOR SHEARWALLS.SOLE PLATE CONNECTION TO RIM BOARDCONNECTION TO FLOOR RIM BOARD(3) - 16d COMMON NAILS PER 16"(3) - 16d COMMON NAILS PER 16"WALL TYPE58" DIA. ANCHOR BOLTS AT 42" O.C. .FOUNDATION SILL PLATE CONNECTION TO CONCRETENOTE : ANCHOR BOLTS REFERENCED ABOVE TO BE 58" DIAMETER A307 STEELANCHOR BOLTS WITH 3" x 3" x 14" PLATE WASHERS WITH 7" MINIMUM EMBEDMENTINTO CONCRETE.CONNECTION TO CONCRETE FOUNDATION126(4) - 16d COMMON NAILS PER 16"NOTE : ALL PLYWOOD TO BE RUN VERTICAL FROM SILL PLATE TO ATLEAST 2" INTO THE SECOND FLOOR BOX ON TWO STORY BUILDINGS OR TOTHE DOUBLE TOP PLATE IN SINGLE STORY BUILDINGS. USE 2 ROWS OFNAILS SPACED 3" ON CENTER STAGGERED AT THE TOP AND BOTTOM OFEACH PLYWOOD SHEET PER FIGURE 4 IN THE CHECKLIST.1532" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT4"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.41231532" PLYWOOD NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT3"O.C. AT THE EDGES AND 12" O.C. IN THE FIELD.12612412312THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY THOMAS MOORE DESIGN AND WAS BASED ON THE FLOORPLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THEREQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THEREQUIREMENTS OF THE WIND DESIGN.1.1 SCOPEWIND SPEED (3-SEC. GUST) 110 MPH XWIND EXPOSURE CATEGORY B X1.2 APPLICABILITYNUMBER OF STORIES 2 STORIES ≤ 2 STORIES XROOF PITCH 12:12 ≤ 12:12 XMEAN ROOF HEIGHT 22 ft ≤ 33' XBUILDING WIDTH, W 27 ft ≤ 80' XBUILDING LENGTH, L 36 ft ≤ 80' XBUILDING ASPECT RATIO (L/W) 1.33:1 ≤ 3:1 XNOMINAL HEIGHT OF TALLEST OPENING 8'0" ≤ 6'8" X1.3 FRAMING CONNECTIONSGENERAL COMPLIANCE WITH FRAMING CONNECTIONS X2.1 FOUNDATIONFOUNDATION WALLS MEET REQ. OF 780 CMR 5404.1 - CONCRETE X2.2 ANCHORAGE TO FOUNDATION1,35/8” ANCHOR BOLTS IMBEDDED OR 5/8” PROPRIETARYMECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLYBOLT SPACING – GENERAL 42 in. o.c. XBOLT SPACING FROM END/JOINT OF PLATE 9 in. ≤ 6" - 12" XBOLT EMBEDMENT – CONCRETE 7 in. ≥ 7" XPLATE WASHER (FIG 5) ≥ 3" X 3" X ¼" X3.1 FLOORSFLOOR FRAMING MEMBER SPANS CHECKED XMAXIMUM FLOOR OPENING DIMENSION 10 ft ≤ 12-ft XFULL HEIGHT WALL STUDS AT FLOOR OPENINGSLESS THAN 2’ FROM EXTERIOR WALL XMAX. FLOOR JOIST SETBACKS SUPPORTINGLOAD BEARING OR SHEAR WALLS N/A ft ≤ d N/AMAX. CANTILEVERED JOISTS SUPPORTINGLOAD BEARING OR SHEAR WALLS N/A ft ≤ d N/AFLOOR BRACING AT ENDWALLS XFLOOR SHEATHING TYPE XFLOOR SHEATHING THICKNESS 3/4 in. XFLOOR SHEATHING FASTENING 8 d NAILS AT 6 in. EDGE / 12 in. FIELD X4.1 WALLSWALL HEIGHTLOADBEARING WALLS 8.5 ft ≤ 10' XNON-LOADBEARING WALLS 8.5 ft ≤ 20" XWALL STUD SPACING 16 in. ≤ 24" o.c XWALL STORY OFFSETS N/A ft ≤ d N/A4.2 EXTERIOR WALLS3WOOD STUDSLOADBEARING WALLS 2 x 6 - 8 ft 2 in. XNON-BEARING WALLS 2 x 6 - 8 ft 2 in. XGABLE END WALL BRACINGFULL HEIGHT ENDWALL STUDS XGYPSUM CEILING LENGTH 100 % ≥ 0.9W X1 X 3 CEILING FURRING STRIPS @ 16” SPACING WITH 2 X 4BLOCKING @ 4 ft. SPACING IN END JOIST/TRUSS BAYS XDOUBLE TOP PLATESPLICE LENGTH 4 ft XSPLICE CONNECTION (# 16D COMMON NAILS) 14 XLOADBEARING WALL CONNECTIONSLATERAL (# 16d COMMON NAILS) 2 XNON-LOADBEARING WALL CONNECTIONSLATERAL (# 16d COMMON NAILS) 2 XLOAD BEARING WALL OPENINGSHEADER SPANS 9 ft 0 in. ≤ 11-f XSILL PLATE SPANS 9 ft 0 in. ≤ 11-f XFULL HEIGHT STUDS 4 XNON-LOAD BEARING WALL OPENINGSHEADER SPANS 5 ft 6 in. ≤ 12-ft XSILL PLATE SPANS 5 ft 6 in. ≤ 12-ft XFULL HEIGHT STUDS (NO. OF STUDS) 3 XEXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLYMINIMUM BUILDING DIMENSION (W)HEIGHT OF TALLEST OPENING 6'8" ≤ 6'8" XSHEATHING TYPE WSP XEDGE NAIL SPACING 3 in. XFIELD NAIL SPACING 12 in. XSHEAR CONNECTION (# 16d/ft) 4 XPERCENT FULL-HEIGHT SHEATHING 50 % 0K-5% FOR OPENINGS > 6'8" XMAXIMUM BUILDING DIMENSION (L)HEIGHT OF TALLEST OPENING 6'8" ≤ 6'8" XSHEATHING TYPE WSP XEDGE NAIL SPACING 6 in. XFIELD NAIL SPACING 12 in. XSHEAR CONNECTION (# 16d/ft) 3 XPERCENT FULL-HEIGHT SHEATHING 53 X-5% FOR OPENINGS > 6'8" XWALL CLADDINGRATED FOR WIND SPEED? XAPA PORTAL WALLS AND/OR WIND DESIGN SHEARWALLS USED YES 5.1 ROOFSROOF FRAMING MEMBER SPANS CHECKED? XROOF OVERHANG 1 ft ≤ SMALLER OF 2-ft OR L/3 XTRUSS OR RAFTER CONNECTIONS AT LOAD BEARING WALLSPROPRIETARY CONNECTORSUPLIFT U= 308 plf XLATERAL L= 176 plf XSHEAR S= 77 plf XRIDGE STRAPS (IF COLLAR TIES NOT USED) T= 227 plf XGABLE RAKE OUTLOOKER 1 ft ≤ SMALLER OF 2-ft OR L/2 XTRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLSPROPRIETARY CONNECTORSUPLIFT N/ALATERAL(#16d COMMON NAILS) N/AROOF SHEATHING TYPE WSP XROOF SHEATHING THICKNESS 7/16 in. ≥ 7/16" WSP XROOF SHEATHING FASTENING 8d 6/6 XNOTES:1. THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY TO COMPLY WITH THE REQUIREMENTS OF780 CMR 5301.2.1.1 ITEM 1. IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWINGMETAL STRAPS AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE:a. STEEL STRAPS PER FIGURE 5b. 20 GAGE STRAPS PER FIGURE 11c. UPLIFT STRAPS PER FIGURE 14d. ALL STRAPS PER FIGURE 17e. CORNER STUD HOLD DOWNS PER FIGURE 18A AND FIGURE 18B2. THE BOTTOM SILL PLATE IN EXTERIOR WALLS SHALL BE A MINIMUM 2 IN. NOMINALTHICKNESS PRESSURE TREATED #2-GRADE.3. SEE CHECKLIST SHEARWALL CONSTRUCTION DETAIL FOR SHEARWALL CONSTRUCTIONPROJECT ADDRESS:21 HERITAGE DR. YARMOUTH, MACS1.0SHEETAPA# OF KING AND JACK STUDS AT OPENINGS. USE 2K, 1J IF NOTNOTED OTHERWISEX K , X J11-24-25
SCALE: NONEPROJECT:JOB#: 25-069IGOE PROJECTDATE:09-24-2025ROOF SHEATHINGROOF RAFTER PER PLANLSTA STRAP @ 16" O.C. (PER GSN)SEE ALTERNATEALTERNATE : ATTACH OPPOSING RAFTERSBELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 4COLLAR TIE AS SHOWN. RIDGE STRAPS NOTREQUIRED WHEN USING A COLLAR TIE.(5) - 10d NAILS@ EACH ENDRIDGE BOARD/BEAMROOF SHEATHING2X BLOCKING BETWEENRAFTERS (NOTCH FORVENTILATION IF REQUIRED.REFER TO ARCHITECTURALPLANS FOR MORE INFO.)EDGE NAILINGDOUBLE 2X TOP PLATEBEAM(IF SHOWN ON PLAN)H2.5A (INSTALL PRIOR TOBLOCKING AND PLYWOODSHEATHING) ALTERNATE: H2A2X BLOCKING BETWEENRAFTERS (NOTCH FORVENTILATION IF REQUIRED.REFER TO ARCHITECTURALPLANS FOR MORE INFO.)ROOF RAFTERPER PLANDOUBLE 2X TOP PLATEEDGE NAILING2X STUDH2.5A (INSTALL PRIOR TOBLOCKING AND PLYWOODSHEATHING) ALTERNATE: H2APROFILE VIEWELEVATION VIEWNO. REVISION/ISSUEDATEWHEN THIS EDGE RESTS ONFRAMING USE 8d NAILS AT 6"o.c.INTERMEDIATE FRAMING8d AT 12"o.c.EDGE NAILING8d AT 6"o.c.PANELDOUBLE EDGENAIL SPACINGFRAMING MEMBERSEDGE INTERMEDIATEVERTICAL PANEL EDGES 8d AT 6"o.c.INTERMEDIATE FRAMING8d AT 12"o.c.3/8"3/8"1/2"min.1/2"min.1/2"min.3"min3"minPANELDOUBLE NAIL EDGE SPACING DETAILPANEL EDGEPANEL1. FROM TABLES 10 AND 11 WFCM MANUAL 110 MPH EXP. B AND LOCATION OF WALLSHEATHING AND BUILDING ASPECT RATIO, DETERMINE PERCENT FULL-HEIGHT SHEATHINGAND NAIL SPACING REQUIREMENTS2. WOOD STRUCTURAL PANELS SHALL BE MINIMUM THICKNESS OF 7/16” AND BEINSTALLED AS FOLLOWS:a. PANELS SHALL BE INSTALLED WITH STRENGTH AXIS PARALLEL TO STUDS.b. ALL HORIZONTAL JOINTS SHALL OCCUR OVER AND BE NAILED TO FRAMING.c. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO BOTTOMPLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE.d. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THETOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST ATBOTTOM OF PANEL. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TOBAND JOIST AND LOWER ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOORFRAMING.e. HORIZONTAL NAIL SPACING AT DOUBLE TOP PLATES, BAND JOISTS, ANDGIRDERS SHALL BE A DOUBLE ROW OF 8D STAGGERED AT 3 INCHES ON CENTER PER FIGURES BELOW : VERTICAL AND HORIZONTAL NAILING FOR PANELATTACHMENTVERTICAL AND HORIZONTAL NAILING FOR PANEL ATTACHMENT1SHEARWALL HOLDDOWN TYPE1SHEARWALL TYPESHEARWALL GRIDLINE1SHEARWALLPERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOWOPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE.# OF KING AND JACK STUDS AT OPENINGSX K , X J1PLEGEND58" DIA. ANCHOR BOLT(7" MIN. EMBEDMENT)LSTA24 STRAP (INSIDE FACE OFWALL) HEADER TO (2) 2x6FASTEN TOP PLATE TO HEADERWITH (2) ROWS OF 16d SINKERNAILS AT 3" O.C.1532" STRUCTURALPANEL SHEATHINGMIN. 2"x2"x316" PLATE WASHERFASTEN SHEATHING TO HEADERWITH 8d COMMON OR GALVANIZEDBOX NAILS IN 3" GRID PATTERN ASSHOWN AND 3" O.C. IN ALL FRAMING(STUDS, BLOCKING AND SILLS)TYP.STHD14 HOLDOWN(2)-2x6FOR A PANEL SPLICE(IF NEEDED), PANELEDGES SHALL BEBLOCKED, AND OCCURWITHIN 24" OFMID-HEIGHT OF WALL.BLOCKING SHALL BENAILED WITH (3) 16dSINKERSSIDE ELEVATIONSTHD14 HOLDOWN2x6 FRAMINGDOUBLE TOP PLATERIMBOARD RIMBOARDSHEATHING FILLER(IF REQUIRED)LSTA24 STRAP(INSIDE FACE OF WALL)HEADER TO (2)-2x6(TYPICAL, REFER TO PLAN FOR SPECIFIC HEADER REQUIREMENTS)MIN. 3" X 11-1/4" HEADER OR AS SPECIFIEDCONSTRUCTION NOTES:1) WELD BASE PLATES TO VERTICALTUBE STEEL POSTS. POSTS TO BEATTACHED TO CONCRETEFOUNDATION WITH (4) -34" THREADEDROD WITH SIMPSON SET EPOXY WITH15" MIN. EMBEDMENT.2) COLUMNS TO BE SPLIT AT BEAMLOCATIONS AND 3/4" PLATES TO BEUSED TO CONNECT COLUMNS TOBEAM TO PROVIDE MOMENTCONNECTION.3) CONTRACTOR TO VERIFY ALLDIMENSIONS PRIOR TOCONSTRUCTION.HSS POST AS SPECIFIEDBASE PLATE AS SPECIFIEDBASE PLATE ASSPECIFIEDFLITCH PLATE (1) STEEL 12"x 11" W/ (2) LVL 134"x 1178"KNIFE CUT HSS ANDWELD PLATE BOTHSIDES. . FABRICATOR TOPROVIDE DETAILKNIFE CUT HSS ANDWELD PLATE BOTHSIDES. .FABRICATOR TOPROVIDE DETAILHSS POST ASSPECIFIEDFLITCH PLATE (1) STEEL 12"x 11" W/ (2) LVL 134"x 1178"PROJECT ADDRESS:21 HERITAGE DR. YARMOUTH, MACS1.1SHEET14APA1(1) - CS 16 COIL STRAP W/ (26) 8d (0.131 x 2 12" LONG) NAILS WITH STRAP APPLIEDDIRECTLY TO 2X FRAMING MEMBERS. PROVIDE HALF OF THE NUMBER OF NAILS SPECIFIEDAT EACH END OF STRAP. CUT SMALL SLOT IN FLOOR SHEATHING AND ATTACH STRAP TO LVLBEAM OR LVL BLOCKING IN BETWEEN TJI FLOOR JOISTS IN FLOOR FRAMING BELOW.CONNECT BLOCKING TO TJI JOIST WEBS WITH HUS 412 FACE MOUNT HANGER. PROVIDEBACKER BLOCKING IN TJI JOIST WEB PER MANUFACTURER'S SPECIFICATIONS.SECOND FLOOR AND INTERIOR HOLDDOWNSFOUNDATION HOLDDOWNSHDU4-SDS2.5 W/SSTB20 ANCHOR BOLT PLACED BEFORE POUR. ATTACH TO FOUNDATIONW/ APPLICABLE ANCHORMATE. USE CNW58 COUPLER NUT BETWEEN ANCHOR BOLT AND 58"THREADED ROD INTO HOLDOWN.2(2) - CS 16 COIL STRAP W/ (26) 8d (0.131 x 2 12" LONG) NAILS WITH STRAP APPLIEDDIRECTLY TO 2X FRAMING MEMBERS. PROVIDE HALF OF THE NUMBER OF NAILS SPECIFIEDAT EACH END OF STRAP. CUT SMALL SLOT IN FLOOR SHEATHING AND ATTACH STRAP TO LVLBEAM OR LVL BLOCKING IN BETWEEN TJI FLOOR JOISTS IN FLOOR FRAMING BELOW.CONNECT BLOCKING TO TJI JOIST WEBS WITH HUS 412 FACE MOUNT HANGER. PROVIDEBACKER BLOCKING IN TJI JOIST WEB PER MANUFACTURER'S SPECIFICATIONS.4STHD14 FOUNDATION HOLDOWN STRAPS FOR APA PORTAL WALLS. SEE TT-100F FORADDITIONAL CONSTRUCTION DETAILS. ATTACH HOLDOWNS TO FOUNDATION FORMWORKWITH APPROPRIATE ANCHORMATES PRIOR TO POUR.14HDU14-SDS2.5 ATTACHED TO 6x6 DOUGLAS-FIR POST W/ SB1x30 ANCHOR BOLT PLACEDBEFORE POUR. ATTACH TO FORM WORK WITH APPLICABLE ANCHORMATE. USE CNW 1"COUPLER NUT BETWEEN ANCHOR BOLT AND 1" THREADED ROD INTO HOLDOWN.1511-24-25