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Home My WebLink About131 Lewis Road DetailsDESIGN BASIS AND REFERENCES: AWC Garde to b' F High Wood Construction in Hi WindAreas: 110 mph Wind Zone AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone 1. ALL CONSTRUCTION TO CONFORM TO MASSACHUSETTS BUILDING CODE FOR ONE AND TWO FAMILY Massachusetts Checklist forCmm 1 r 1 DWELLINGS. _Compliance(780 CMR 53a1.2.t.0 Massachusetts Checklist far Compliance (Iso cmR 5301.2.1.1) hI 2. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, ANSI/AF&PA WFCM. - 3. WFCM DESIGN GUIDES AS APPLICABLE. 4. ASCE-7-02. 5. BEAMCHEK WOOD'97 NDS. 6. ACI 318-02. 7. SIMPSON STRONG TIE WOOD STRUCTURAL CONNECTIONS CATALOG. DESIGN BASIS AND REFERENCES: 1. LOAD LIVING AREAS: 40 PSF. 2. LIVE LOAD SLEEPING AREAS: 30 PSF. -1M1FHl:TITMEDGERE9T3 DNRAFTER 3.. LIVE LOAD ATTICS WITH STORAGE: 20 PSF. F�1JtMINGLWSd NA 4. LIVE LOAD ATTICS WITHOUT STORAGE: 10 PSF. RTBb c 5. LIVE LOAD PORCHES AND DECKS: 60 PSF. ^ - ------. ._ ___.-Z6. LIVE LOAD ROOF: 30 PSF tF rr._. Ir 1 H2.5CLIP 7. i - 1.1 ' B. SNOW LIVE LOAD: 30 PSF 9. BASIC WIND SPEED: 110 MPH (REF 1 TABLE 5301.2(4) OR NEWEST EDITION. -. �. _i6.•N. 1. li - - 10. WIND EXPOSURE CATALOG: B t, + i t 1; 1J ' 11. DEAD LOAD: (REFI APPENDIX 120.T) r ai rr �I. r -- m DOUBLE TOPPLATE t ,r t, ,r t rl €I GENERAL NOTES: 1 41i i 6 s r 4 1. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN ORDER TO PROVIDE FULL BEARING AND FIT -UP PRIOR TO 1 611 !+ ® ORDERING MATERIAL I i 1 a ii i (� ® 2. ALL FASTENERS SHALL COMPLY W/MSEC TABLE 5602.3(1) AND APPENDIX 120.Q UNLESS OTHERWISE NOTED. a 1 FRAr411NGMEMBER$ I I i , t °D i i 1 g r 0 ® 3. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE a EDGE KnEFtME.MTE � ' t 1 r O ii i i - ® FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN Ft +� t .1 of 1 - FASTENERS, IT IS THE RESPONSIBILITY OF. THE CONTRACTOR TO PROVIDE DOCUMENTATION CONCERNING . g(g� i 1 ii SUITABILITY OF THE PROPOSED FASTENERS AS A SUBSTITUTE FOR COMMON NAILS. i t z gig• 1 - t i i i i �` t - 4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT OF ALL FLOORS, WALLS, AND i i 1 r d iJ 1 `r 1 ROOFS INCLUDING MEANS AND METHODS OF CONSTRUCTION SAFETY: 1 i e 1 1 i i is 11 5. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE ALL WORK SHALL CONFORM TO CHAPTERS 56 57 Ulm 1 11 V 11 1/ , 58 AND APPENDIX 120.Q OF THE BUILDING CODE. --'---t- ------ ---�--_-- -----'- -a... 1 r � u 11 r 6. ALL WORK TO BE SUPERVISED BY CONSTRUCTION SUPERVISOR OR OWNER. M r tl i -H ------ r 1, 1O o oil FOUNDATIONS:STAGaE� 9MN nn11==,ir ■ WL FATTFAN PANEL 0 1. NOTIFY DIGSAFE PRIOR TO ANY EXCAVATION. RAILSPACIM1IC4i �+ p 2. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI (AIR ENTRAINED 5-7%). PANEI EDGE DOUBLE tll81LEE]GESPAtIGpErdE } PA s; ' SIMPSON STRONG -TIE H2.5 3. THE DESIGN OF THE FOOTING ELEMENTS IS BASED ON PRESUMPTIVE SOIL BEARING PRESSURE OF 3,000 PSF 'v t' WHICH CORRESPONDS TO UNDISTURBED SAND AND/OR SAND AND GRAVEL WITH NO CLAY OR ORGANIC /' HURRICANE CLIP MATERIAL / G ` N See Datail on Next Page 4. ACTUAL SOIL CONDITIONS SHALL BE FIELD VERIFIED BY ENGINEER AND ALL FOUNDATION ELEMENTS SHALL BE Detail O PLACED ON UNDISTURBED NATIVE MATERIAL OR 12" COMPACTED GRAVEL. Vertical and Horizontal Nailing Vertical and Horizontal Nailing 1 for Panel Attachment for Panel Attachment DIMENSIONAL LUMBER: w 1. ALL INTERIOR (PROTECTED) DIMENSIONAL LUMBER SHALL BE SPRUCE -PINE -FIR (SPF) GRADE NO.2 OR BETTER >OMQ FOR RAFTERS, JOISTS, AND STUDS. LUMBER FOR SILL PLATES, PORCHES, DECKS AND ANY OTHER APPLICATION J WHERE EXCESSIVE MOISTURE MAY OCCUR, SHALL REQUIRE PRESSURE TREATED GRADE NO.2 SOUTHERN PINE LUMBER OR BETTER. LUMBER SHALL BE TRUE, SQUARE AND STRAIGHT AND FREE FROM WARPING, SPLITTING AND OTHER DEFECTS. UJ LAMINATED VENEER LUMBER (LVL): m 1. LAMINATED LUMBER SHALL BE 2.0E VERSA -LAM BY BOISE CASCADE OR APPROVED EQUAL 780 CMR: ` STATE BOARD OF BUIILDING REGULATIONS AND STANDARDS 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES THE MASSACHUSETTS STATE BUILDING CODE SHEATING: 780 CMR 120.Q RECOMMENDED FASTENING SCHEDULE (Note: 780 CAIM 120.Q is unique to Massachusetts) Note: The applicable fastening schedules presented/referenced in 780 CMR 53.00 through 61.00 shall apply except that where fastening schedule information is not presented, the fastening schedule below shall then apply, unless fasteners are sized by a registered design professional. 780 CMR Table 120.Q1 RECOMMENDED FASTENING SCHEDULE BUILDING ELEMENT NAIL SIZE AND TYPE NUMBER AND LOCATION _ Stud to sole plate Rd common 16d common 4 toe -nail ort direct -nail Stud to cap plate 16d common 2 toe -nail or 2 direct -nail Double studs - - l Od common 12" o.c. direct - Corner studs - 16d common 24" o.c. direct Sole plate to joist or blocking 16d common 16" o.c. - Double cap plate l Od common -. 16" o.c. direct Cap plate laps - IOd common 2 direct -nail Ribbon strip, 6" or less - l Od common 2 each direct bearing Ribbon strip, 6" of more - 1 Od common - 3 each direct bearing Roof rafter to plate -. - Sri common 3 toe -nail Roof rafter to ridge 16d common 2 toe -nail or direct nail Jack rafter to hip _ l Od common 16d common - 3 toe -nail or 2 direct -nail Floor joists to studs J (No ceiling joists) I Od common 1 Od common 5 direct or 3 direct ' Floor joists to studs (With ceiling joists) - 10d common - 2 direct Floor joists to sill or girder 3d common 3 toe -nail Ledger strip 16d common 3 each direct Ceiling joists to plate -16d common 3 toe -nail - Ceiling joists(laps over partition) 1 Od common 3 direct -nail Ceiling joists (parallel to rafter) 10d common 3 direct Collar beam 1Odcommon 3 direct Bridging to joists Rd common 2 each direct end Diagonal brace (to stud & plate) Rd common 2 each direct bearing - Tail beams to headers (Wben nailing permitted) 20d common 1 each end 4 sq. ft. floor area Header beams to trimmers 2 O common 1 each end 8 sq. ft. floor area 1" roof decking (over 6". in width) 8d common - - Rd common 2 ea. direct rafter - -. 3 each direct rafter - 1 " subflooring (6" or less) Rd common 2 each direct joist 1" subflooring (8" or more) Rd common 3 each direct joist 2" subflooring 16d common 2 each direct joist 1" wall sheathing (8" or less in width) 8d common 2 each direct stud- - - 1" wall sheathing (over 8" in width) 8d common 3 each direct stud Plywood roof & wall sheathing (%x" or less) (6/a" or greater) (5/16", %",or %z") (6/e".) - 6d common , -8d common 16 gauge galvanized wire staples, 3/e" minimum crown; length of I"plus plywood thickness - Same as immediately above 6" o.c. direct edges & 12" ox intermediate 6" o.c, direct edges & 12" o.c. intermediate 4" o.c. edges & 8" o.c. intermediate 2%" o.c. edges & 5" o.c. intermediate Plywood subflooring: - (%") (a/e ;'/,")' Ya") - 6d common or 6d annular or spiral thread 8d common or Rd annular or spiral thread I Od common or Rd ring shank or Rd 6" o.c. direct edges & 10" o.c. intermediate 6" o.c. direct edges& 10" o.c. intermediate 6" o.c. direct edges & 6" o.c. intermediate BUILDING ELEMENT - - NAIL SIZE AND TYPE NUMBER AND LOCATION Built-up girders and beams - 20d common 32" o.c. direct Continuous header to stud :.. 8d common 4 toe nail Continuous header, two pieces - 16d common 16" ox. direct - :" fiber baud sheathing - 1 Y" galvanized roofing nail or 16 gauge 3" o.c. exterior edge 6 " . o.c. intermediate spacing of , staple, 11/2" long with min. crown of 7116" 3.1." MINIMUM SPAN RATING: 6 - - 1'/." galvanized roofing nail or 8d common - - 2s/32" fiber board sheathing nail or 16 gauge staple, 1 Vz" long with min. 3" o.c. exterior edge 6" o.c. intermediate wallboard crown 0177116" Gypsum sheathingesistanf 12 gauge 1'/," large head corrosion- 4" o.c. on edge 8" o.c. intermediate `(inch) Z direction of framing Particleboard underlayment ('/,"-'/,".) 6d annular threaded - 6" o.c. direct edges 10" o.c. intermediate Particle board roof and wall sheathing - 6d common - 6" o.c. direct edges 12" o.c. intermediate - %" or less - 4.1 MINIMUM SPAN RATING: 32/16 6/e" or greater 8d common - 6" o.c. direct edges 12" o.c. intermediate Particle board subflooring 8d common 6" ox. direct edges 12" o.c. intermediate (6/e" or greater) - 4.3 FASTENERS: Eitherdirection : Shingles, wood' - - No. 14 B&S Gage corrosion resistive 2 each bearing Weather boarding - 8d corrosion : 2 each bearing For SI: 1 inch -25.4 mm,1 square foot - 0.0929m2 Note a: Shingle nails shall penetrate not less than s/4" into nailing strips, sheathing or supporting construction except : RIM JOIST as otherwise provided in 780 CMR 1225.4.4. FRAMING INSTALLATION: 1. ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO 780 CMR TABLE 120.Q2 DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. LtNOFVAS MAXIMUM SPACING OF GYPSUM WALLBOARD FASTENERS 2- ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH TEH PRODUCT � For nonfire-resistance rated construction assemblies MANUFACTURERS SPECIFICATIONS AND INSTALLATION DETAILS, WITH THE EXCEPTION OF JEFfAE1 W. 1. ALL ROOF, FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATING COMPLYING WITH DOC PS 1 Maximum spacing AND PS 2. Thickness of Long dimension of 2. 4X8 PANELS TO BE USED TO THE MAXIMUM EXTENT PRACTIABLE. of fasteners 3. FLOOR SHEATHING (GENERAL): gypsum wall -board spacing of 3.1." MINIMUM SPAN RATING: 6 gyp sum framing sheets in relation to 3.2. MINIMUM THICKNESS: 4.. (center -to- center Q wallboard 3.3. GLUED AND NAILED W/ TONGUE AND GROOVEJOINTS in [aches) 3.4. FASTENERS: 8D COMMON NAILS @ 3" O.C. ALONG EDGES AND 8" O.C. INTERMEDIATE `(inch) Z direction of framing 3.5. USE APA RATED STURD-I-FLOOR OR ADVANTECH 4. ROOF SHEATING (110 MPH) members O 4.1 MINIMUM SPAN RATING: 32/16 - 4.2 MINIMUM THICKNESS: 16" Nails Screws - 4.3 FASTENERS: Eitherdirection : - 16 t °o RAFTER GENERAL: 8D COMMON Q --- - 19154" head No. 098 gage, WITHIN 4 FT OF GABLE END WALLS: 8D COMMON DEFORMED Horizontal Perpendicular 24 - ° I''/," long, Annular ringed SPACING: Q • 5d cooler nail GENERAL: B" O.C. ALONG SUPPORTED EDGE AND 8" O.C. INTERMEDIATE Vertical Either direction 24 ' ° Horizontal GABLE ENDWALLS: 4" O.C. 16 Q No. 13 gage, 15/e" long, ° ° - - -- 5. WALL SHEATHING (GENERAL/110 MPH) 19164" head No.099 gage, e� Horizontal Perpendiculars 24 7 -: 12 1%" long, Annual ringed MINIMUM THICKNESS: ie' 6d cooler nail Vertical FASTENERS: 24 - 8 - 12 Fastening required with adhesive application " '/: 8D COMMON @ 4" ALONG EDGES AND 10" 0 C INTERMEDIATE Either direction 16 For SI: 1 inch -25.4 mm,1 square foot - 0.0929m2 Note a: Shingle nails shall penetrate not less than s/4" into nailing strips, sheathing or supporting construction except : RIM JOIST as otherwise provided in 780 CMR 1225.4.4. FRAMING INSTALLATION: 1. ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO 780 CMR TABLE 120.Q2 DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. LtNOFVAS MAXIMUM SPACING OF GYPSUM WALLBOARD FASTENERS 2- ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH TEH PRODUCT � For nonfire-resistance rated construction assemblies MANUFACTURERS SPECIFICATIONS AND INSTALLATION DETAILS, WITH THE EXCEPTION OF JEFfAE1 W. MANUFACTURE -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD DRILLED IN MEMBERS. IF HOLES ARE a BELUNO DouBLEroPPLATE do. 52641 REQUIRED NOTIFY THE ENGINEER PRIOR TO WORK. 3. FLOOR SHEATHING SHALL BE GLUED AND NAILED.ISTE9I� 0 4. ALL FRAMING IN CONTACT WITH, OR WITHIN 1" OF MASONRY OR CONCRETE SHALL HAVE A PRESSURE SJONAI�' PRESERVATIVE TREATMENT. ALL HARDWAREHAL S L BE CORROSION PROTECTED FROM N `o OMA Y REACTION TO ExrEriioRsroo • , MTS30STRAP MATERIALS IN CONTACT AS INDICATED ABOVE. o,. .. 5. PROVIDE 2X BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS.. FOR SAWN y' o LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT TO EXCEED 8: �� I o'0 6. PROVIDE 2X BLOCKING AT ALL RAFTER TAILS. DATE REVISIONS m 7. PROVIDE DOUBLE FLOOR JOIST OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. 8. SIZES OF DIMENSIONAL LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS 8/2/16 BUILDING PERMIT OTHERWISE INDICATED. 9. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. 10. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SIMPSON STRONG -TIE MTS30 INTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING STUD. DESIGNER: J W B EXTERIOR WALL FRAMED OPENINGS: DRAWN BY: JWB 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD PER SCHEDULE BELOW. FILE: secondstory.dwg 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUD PER SCALE: 1/4" = 1' SCHEDULE BELOW. (AT 24"X36") MAX HEADER SPAN, FT. KING STUD, EACH END 4 1 SHEET NUMBER: 6 2 Note a. Where the metal framing has a clinching design formed to receive the nails by two edges of metal, the nails 10 3 shall be not less than 5/e inch longer than the wallboard thickness, and shall have ringed shanks. Where the metal 12 4 framing has a nailing groove formed to receive the nails, the nails shall have barbed shanks or be 5d cooler nail (No. 13 % gage; 1% inches long, 15/64 inch head) for V2 inch gypsum wallboard; 6d cooler (No. 13 gage, 17/a inches long, 15164 bead) for 5/a -inch gypsum wallboard. A5 Notch. Two nails at 2 inches to 2r/2 inches apart may be used if the pairs are spaced 12 inches center -to -center except around perimeters. Note e. Screws shall be No. 6 with tapered bead and long enough to penetrate into wood framing not less than 5/a inch and metal framing not less than 1/4 inch Maximum spacing Thickness of Long dimension of Maximum - of fasteners Plane of gypsum wall -board spacing of gyp sum framing sheets in relation to framing members (center -to- center Nails to wood wallboard in [aches) - `(inch) :surface direction of framing (center -to -center. members in inches) - Nails Screws %z Horizontal Eitherdirection : - 16 7 12 No. 13 gage, la/s" long, - --- - 19154" head No. 098 gage, Horizontal Perpendicular 24 - 7 12 I''/," long, Annular ringed - -- 5d cooler nail Vertical Either direction 24 ' 8 12 Horizontal Either direction 16 7 12 No. 13 gage, 15/e" long, - - -- 19164" head No.099 gage, e� Horizontal Perpendiculars 24 7 -: 12 1%" long, Annual ringed 6d cooler nail Vertical Either direction 24 - 8 - 12 Fastening required with adhesive application " '/: Horizontal Either direction 16 16 16 As required for '12" and 6/a" or. Perpendicular. 24 12 16 gypsum wallboard, see 6/a Vertical Either direction 24 - - above 2 layers Horizontal Perpendicular 24 - 16 16 Base ply nailed as required each a/a" - - for %:" gypsum wallboard ('/," total) Vertical Either direction 24 24 24 and face ply placed with - adhesive MANUFACTURE -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD DRILLED IN MEMBERS. IF HOLES ARE a BELUNO DouBLEroPPLATE do. 52641 REQUIRED NOTIFY THE ENGINEER PRIOR TO WORK. 3. FLOOR SHEATHING SHALL BE GLUED AND NAILED.ISTE9I� 0 4. ALL FRAMING IN CONTACT WITH, OR WITHIN 1" OF MASONRY OR CONCRETE SHALL HAVE A PRESSURE SJONAI�' PRESERVATIVE TREATMENT. ALL HARDWAREHAL S L BE CORROSION PROTECTED FROM N `o OMA Y REACTION TO ExrEriioRsroo • , MTS30STRAP MATERIALS IN CONTACT AS INDICATED ABOVE. o,. .. 5. PROVIDE 2X BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS.. FOR SAWN y' o LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT TO EXCEED 8: �� I o'0 6. PROVIDE 2X BLOCKING AT ALL RAFTER TAILS. DATE REVISIONS m 7. PROVIDE DOUBLE FLOOR JOIST OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. 8. SIZES OF DIMENSIONAL LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS 8/2/16 BUILDING PERMIT OTHERWISE INDICATED. 9. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. 10. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SIMPSON STRONG -TIE MTS30 INTERIOR WALL FRAMED OPENINGS: 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD. 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING STUD. DESIGNER: J W B EXTERIOR WALL FRAMED OPENINGS: DRAWN BY: JWB 1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD PER SCHEDULE BELOW. FILE: secondstory.dwg 2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUD PER SCALE: 1/4" = 1' SCHEDULE BELOW. (AT 24"X36") MAX HEADER SPAN, FT. KING STUD, EACH END 4 1 SHEET NUMBER: 6 2 Note a. Where the metal framing has a clinching design formed to receive the nails by two edges of metal, the nails 10 3 shall be not less than 5/e inch longer than the wallboard thickness, and shall have ringed shanks. Where the metal 12 4 framing has a nailing groove formed to receive the nails, the nails shall have barbed shanks or be 5d cooler nail (No. 13 % gage; 1% inches long, 15/64 inch head) for V2 inch gypsum wallboard; 6d cooler (No. 13 gage, 17/a inches long, 15164 bead) for 5/a -inch gypsum wallboard. A5 Notch. Two nails at 2 inches to 2r/2 inches apart may be used if the pairs are spaced 12 inches center -to -center except around perimeters. Note e. Screws shall be No. 6 with tapered bead and long enough to penetrate into wood framing not less than 5/a inch and metal framing not less than 1/4 inch