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Home My WebLink About17 Leeward Run - ChecklistBtM DING ELEMENT - - - -- NAIL SIZE AND TYPE V vy NUMBER AND LADCA77ON Stud to sole plate 8d common 16d common to a 2 duet -mil Stud to cap plate 16d common 2 toeruld or 2 direct -nail Double studs I Od common 12"o.c. rf eo Corner muds 16d common 24" o.e. direct Sole plate to joist in blocking 16d common 16'o.c. Double cap plate 10d common 16" o.e. direct Cap plate laps 10d common 2 duce[ -nail Ribbeir strip, 6" or less 10d common 2 each direct bearing Ribbon strip. 6' or more IOd common 3 each direct hearing Roof rafter to plate Ed common 3 toe -nail Roof rafter to ridge 16d cormton 2 too -nail or direct Heil Ink rafter to hip 10d common l6d common 3 toe -mil or 2 direct -nail nor joists to sods (No ceiling Joh) 10d common lOd common 5 direct a 3 direct oajoists to surds (WA ceiling joists) 10d commondirect Perpendicular Floor joists to sill a girder, 3d common 3 toenail -edger strip 16d contortion 3 each direct fling joists to plate 16d common 3 toe -nail fling joists Qaps will partition) 10d common 3 direct -rail fling joists (parallel to rafter) 10d common 3 direct char beam 10d common 3 direct Bridging to joist 8d common 2 each direct end 'agonal brow (to road R plate) Ed common 2 each direct bearing ail beams to headers (When nailing permined) 20d common 1 each end 4 sq. R floor area ceder beams to trimmers 20d common 1 each end 8 sq. R floor area I"roof decking (ova 6" in width) Ed common Ed common les. direct rafter 3 each direct rafter I ' subflooring (6"or less) Ed common 2 each dimajoist I' suhflooring (B' or more) Ed common 3 each direct joist ' subflooring 16d common 2 each direct joist 1" wail sheathing (8" or less in width) 8d common 2 each direct stud 1" wall sheathing (over 8" to width) 8d common 3 each direct grad Plywood roof R wall sheathing (%" or I=) (%" or greater) (sn6', %',or S4') (%_) 6d common 8d common 16 gauge galvanized wire staples. %" minimum crown; length of 1" plus plywood thickness Same as tormediately show 6" o.c. direct edges R 12" ox intermedias 6" o.e. direct edges R 12' o.c. intermediate ' o.c. edges R 8" it . intermedias 2W O.C. edges R 5" o.c. intermediate Plywood subflooring: ('A") (W. 'A") 0". IYa") ('h") 6d common or 6d annular or spiral thread Ed common or 8d annular or spiral thread 10d common or Ed ring shank or Bit annular or spiral thread 16d galvanized wire suples' " minimum crown, 1%" len f" o.c. direct edges R 10' o.c. intermediate P o.c. direct edges R 10' o.c. intermediate 6• o.c. direct edges R 6" o.e. intermedias o e. edges R r o.c, intermediate • o.c. ed 4" os. intermedias BUIIAING ELEMENT NAIL SIZE AND TYPE NUMBER AND LOCATION Built-up girders and beams . 20d common 32' o.c. direct Commucias header to amid Ed common, 4 toe col commorthours header. than pieces 16d cometaon 16' o.c. direct SS' fibs board sheathing I S4' galvanized roofing mail a ] 6 gauge staple, IW long with min. sown of 7116' 3" o.e. exterior edge 6' o.c. intermediate 2V31" fiber board sheathing ' 134" galvanized roofing nail or Sit common mil or 16 gauge staple, ISS' long with min. cm" of 7/16' 3' o.c. extenor edge 6' at. intermedias Gypriarn theathin B 12 gauge 176" large head Carosion- resistant • o.c. on edge 8" o.C. intermediate Particle board tmderlayme r t (Ss' -76") 6d atmular threaded " c.c. direct edges 10" ox, intermedius board roof end "It sheathing Parrat less * ork 6d on common 6• o.c. direct edges 12' oat. mtennediste %" or greater Ed common 6" o.c. direct edges 12'0.c. intermedias Particle board subflooring (%" or Brenta) Sd Common "or direct edges 12"rrc intenradias ingles, wood• No. 14 SRS Gage corrosion resistive 12 each hearing Bather boarding 8d corrosion 12 each bearing roe 3L: l AICs - LJ.4 Min, I. SgtlatL toot = 0.U92.VM` Note e: Shingle nails shall penetrate nor less than 74" into nailing strips, sheathing or supporting construction except n otherwise provided in 780 CMR 1225.4,4. MAXIMUM SPACING OF GYPSUM WALLBOARD FASTENERS TLkltwss of ori NAllS �1yi o.G. "MRE Long dimension of Maximum Maxiorom among of fasteners l to mph — m Plane of gypsum wall -board spacing of oeeter-to-center Li w d framing sheets in to firstriti(centetg member in Inches) Nags to wood (inch) (inch) surface it offrorelation direction of framing (ttntenta-enter 1L ft. 5 8o' — BuildingLength, L.............................................................. (Figure 4) ........................... ........ ?oft. 5 80' — members in Inches) Nails scre„a 1.8 FRAMING CONNECTIONS S4 Horizontal Either direction 16 7 12 No. 13 gage, IW hug, - .? WAI_L;R — Type of Foundation............................................................. (Figure 5) AgKk1! ..... _P) s -- Foundation Anchorage - i9rA' head No. 096 gaga, ........................................................ Non-Loadbearing Walls Horizontal Perpendicular 24 7 12 155' long, Annular ringed U ='Zj'7 pif -- — (Table 3) ......................................L = I? z plf — Shear...................................................................... 5d cooler mil S =z plf — Vertical Eitherdirection 24 B 12 Horizontal Either d'iteetion 16 7 12 No. 13 gage, IW long, r9m* head No .098 gage, % Horizontal Perpendicular 24 7 12 1%" long, Annual ringed -- -�.. T•�l—r — r��. 6d cooler nail Vertical Either direction 24 8 12 Fastening required with adhesive application id Horizontal Either direchm 16 16 16 At required for IY and or Perpendicular 24 12 16 gypsum wallboard, ace % Vertical Either dEwtion 24 shove 2 layers Horizontal Perpendicular 24 16 16 Bare ply tufted u required each %' for W gypsmn wallboard (r✓•" total) Vemcal Either direction 24 24 24 and face ply placed with adhesive vac w. n mcsC um mcuu Framing rias a cimc itng design 10rm150 to receive the nails by two edges of metal, the nails shall be not less than % inch longer than the wallboard thickness, and shall have ringed shanks. Where the metal framing has a nailing groove formed to receive the nails, the nails shall have barbed shanks or be Sd cooler nail (No. 13 IS gage, 1% inches long, 15164 inch bead) for % inch gypsum wallboard; 6d cooler (No. 13 gage, lr,{g inches long, 15/64 bead) for Winch gypsum wallboard. Note b. Two nails at 2 inches to 2% inches apart may be used if the pairs are spaced 12 inches center -to -center except ammu d perimeters. Note c. Screws shall be No. 6 with tapered head and longenough to penetrate into wood framing not less than %inch and metal framing not less than 1G inch Note d. M nails shall mixt ASTM 0514 or Federal Specification FF -N-1050. Note e. For fireresistmme rated construction, see the pertinent fire test information. Note f. I inch .25.4 men. 110 MPH EXPOSURE B WIND ZONE Checklist .a LYDo,t A4l;>Ar I7 leo, `(gvrrr�(p rp{� MA IoF � 1.'• SCOPE 3.1 ori NAllS �1yi o.G. "MRE E E eEuogb C E O L e WindSpeed (3 -second gust) .................................. ....................................................................... (IRC or WFCM).............................................. l to mph — WindExposure Category ......................................................................................................................... (Figure 6) ................................... B — i.?- APPLICABILITY w �asvii zoos Li Number of Stories.............................................................. (Figure 2) ............... --J_ storles 5 2 stories — RoofPitch........................................................................... (Figure 19) .......................... Lj�a2 5 12:12 — MeanRoof Height.............................................................. (Figure 2) .................................. sift. 5 33' — BuildingWidth, W............................................................... (Figure 4).................................. 1L ft. 5 8o' — BuildingLength, L.............................................................. (Figure 4) ........................... ........ ?oft. 5 80' — Building Aspect Ratio (U`W)............................................... (Figure 4)................................. t- % S 3.0:1 1.8 FRAMING CONNECTIONS Floor Sheathing Fastening .................................................. (fable 2)...............°J..-.�°...G...{L.t�AL� General compliance with framing connections? .................. (Table 2) ........................................................ — '' i �-:0.,'ZI-tOr4AfiiC TO FOUNDATION - .? WAI_L;R Type of Foundation............................................................. (Figure 5) AgKk1! ..... _P) s -- Foundation Anchorage - g ........................................................ Non-Loadbearing Walls Proprietary Connectors ft. <<-10' .................:.........i:................... Uplift....................................................................... (fable 3) ..................................... U ='Zj'7 pif -- Lateral..................................................................... (Table 3) ......................................L = I? z plf — Shear...................................................................... (fable 3) ..................................... S =z plf — 5/8' Anchor Bogs Soft Spacing........................................................... BoltEmbedment (Table�rl.....f..�$N..`� (Figure 5)..................................W./....5 in. p .¢. in. X 2 ..................................................... Washer Size.......................................................... (Figure 5) ...... NI AL In. x— in. x _ in. thick V)2 -"I- )2- "4 .t.1 FLOORS ori NAllS �1yi o.G. "MRE E E eEuogb C E O L e Floor framing member spans checked? .............................. (IRC or WFCM).............................................. ON i•$�I6tNG Maximum Floor Opening Dimension .................................... (Figure 6) ................................... =ft. 512' Maximum Floor Joist Setbacks w �asvii zoos Li Supporting Loadbearing Walls or Shearwall ............. .... (Figure 7) ...................................... =ft. <d Maximum Cantilevered floor Joists 0y C 33 Supporting Loadbearing Walls or Shearwail................. (Figure 8) ...................................... =ft. S d FloorBracing at Endwalis.....................................:.............. (Figure 9)....................................................... RoorSheathing Type ............................ I .......... .................... (IRC or WFC........................... S Floor Sheathing Thickness .................................................. (IRC or WFCM)...........7............x.....3 In. Floor Sheathing Fastening .................................................. (fable 2)...............°J..-.�°...G...{L.t�AL� 2 Z i2��iG Fft� D - .? WAI_L;R ® LL' Wall Height LoadbearingWalls ® J F— g ........................................................ Non-Loadbearing Walls (Figure 10)............................... ft. <<-10' .................:.........i:................... (Figure 10)...............................- ft. 520' Wall Stud Spacing............................................................... (Figure 10) ........................... (li in. 524' o.c. WallStory Offsets............................................................... (Figures 7-8) ................................ _ in 5 d 4.2 EXTF_RIOR WALLS Wood St d us // Loadbearing Walla, ....... .......................... ...................... (Table 5) ............ :........ 2x 6 - ft.0 in. — Non-Loadbearing Walls ... ..................... :.................. ..... (Table 5) .....................rex.-iE-- 3 ft. in. 0 8 3 SIMOctuzaL WSP ATTACHMENT O Not 10 6r, T G IG L ANp 1-IORIZaIJTAL 110 MPH EXPOSURE H WIND ZONE L- D0?4 �DDIl' ! 6b ', M A Bracing Gable End Walls WSP Attic Floor Length ............................................ I.... (Figure 11) ............................... _= ft. 2 W/3 _ Gypsum Ceiling Length ................................................. (Figure 11)...............,:.............'R. >_ 0.9W _ Double Top Plate Splice Length................................................................ (Figure 1,�I........ N.�......J�Pi..."_ft. Spike Connection (no. of 16d common nails) .............. (Table 6) i ................................................. _ — Loadbearing Wall Connections Uplift. (proprietary connectors) ...................................... (Table 7) ..................................... U =.L(2 Ib. — Lateral (no. of led common nails) ................................. (Table 7) ............................................. — Non-Loadbearing Wali Connections pp Uplift. (proprietary connectors) ...................................... (Table 8) ..................................... U =-/A Ib. — Lateral (no. of 1 ed common Halle) ................................ (Table a) ................................................ .Z - Wall Wall Openings Header Spans............................................................... (Table 9) ................ I........ ft. - in. 511' =i Sill Plats Spans............................................................. (Table 9) ......................... ft. _ in.15 12' _ Full Height Studs (no. of studs) ..................................... (Table 9) ................................ .......�� Connections at each end of header or sill Uplift. (proprietary connectors) ................................ (Table 9) ............................................. _ Ib. — Lateral (proprietary connectors) ............................. (Table 9) .............................................= tb. _ Welt Sheathing ' Minimum Building Dimension, WV J ! SheathingType ...................................................... (Table 10) ................................... Edge Nail Spacing .................................................. (Table 10) ..............!;i........................ 3_ in. — Fiek1 Nail Spacing ........................... :.................... ... (fable 1 ........................................ in. — Shear Connection (no. of 16d common nails)........ (Table 1 ................................................ Ib. _ FoldDown Capacity ............................................. (Table 1 ...........................................— _ t Percerit Full-Helght Sheathing ................................ (Taible 1�)...................... .....................,53%X 12 ` 0� Maxanun Bufkikhg Dimension, L - Sheathing Type ..............:....................................... (Table 11) .......................................... NS r' _ Edge Nall Spacing .................................. :..... ..... :.... (Table 11) ......................................... 2 , in. pac— Reld Nail Sin .. g ................................................ (Table 11) ......................................... 1 2 _ Shear Concommon min. Connection (no. of 1 ed ita) ........ (Table 11) ................................................ rT — Hold Down Capacity ............................................... (Table 11) ........................................... -lb. Peroertt Full -Height Sheathing ................................ (Table 11) .. .......................................... .0-%X =amu 01 - Wall Cladding Ratedfor Wind Speed? ............ :............................................................................................................ Roof framing member "me checked? ..................... :.......... (IRC or WFCA4).................. ............................ — Rod Overftarg...........................................:........................ (Figure 19)..........................t I ft. 5 V or U3 _ Truss. Wolof, or Rafter Connections at Loadbeeting Wails Proprietary Connectors Uplift ....................................................................... (Table 12) ................................... U =!;N2 lb. _ Lateral........................................... . Sheer...................................................................... (Table 1flo) ).............1;................... S =�, Ib. — Ridge Strap Connections - Tension .................................. (Table)) L0...-.:"n.tfS........T == pct _ Gable Rafter Oullooksr............................ ........... A.............. (Figure .........�%,tA:..= ft. ft. 5 X or L/2 Oudooker Connections at Non-Loadbearing Walls — Proprietary Connectors ' UnllR....................................................................... able 141 .................................. U as `" Ib. Lateral..................................................................... (Table 14) .............. ...................... L ==1b. — 'od Sheathing Type.......................................................... (IRC or WFC........................ WSP — .hod Sheathing Thickness .......................................................................... ...............! in. 2 3/ 'wap Roof Sheathing Fastening.:..................................................'(Table 2)..�7�.�.9JI:i%'idhjr..�D....(Q..... fir`_(fes — 1~ H� MR1. I 8d hslrht.r. WSP EDGE—�} I ICRItaM� 6fA lk1E �� INTi0.tAEA1kTE EDGL II II -'fRkg1INC•r :��At�� i � I t16Nh8F,NP• IAMMFSCIt,TiP.� tI ?41 16 F ER11 3�8 3° M N. I 1 -� - -1 - 2s2 1. P?tNE(" 8DG> N WSP--- ---- VP VSP ATrACHMgNT O NOT To gGALE FOR VERT• �t)1D "�iOR►Z. ,4?TAGAIAEAIT NOTES: Wood Suurnml Pude shut be minin on, thidneae or 7116' and be installed as follows: - ----- i. Peach aba bo hmad with arm4 h oris pe llel w mAs. U . All behead jnheial I otter owr and be mild to framing, 0L On tingle story construction, gannets rhall be utached in bottom plains and top nnmberpr the double . mP plate i+. On to nary emmucn`m, npperpurn awl be aarbd to the sop member or dx upper double top pitta sill bbW jam a Fdcom of purl.Oppa amchmety of lower panel shall be nude to ba djoist and lower anschtmn made to lowest plate at 16V moa framing. r. HdmnW col spacing an dwbk'oP pales, bud joins, and girdm ihW be •dwbk mw of 8d ataggeM at 3 braes m anter pa harm blow :Vertical utl HarirmW Nuking for Penal Ahscmrem acEB'tu.ci� ori NAllS �1yi o.G. "MRE E E eEuogb C E O L e E3�E RESTS e ON i•$�I6tNG _ --7— -- 7— I1 I w �asvii zoos Li I � �•I � i 1 0y C 33 Q N In (=ore in U) O all ;1 0 2 Z V) ® LL' _ ® J F— J,�—I O) ,I I F I•I cl IId tl I I I aQ •.� rat I I I.�t—rJ I -�.. T•�l—r — r��. SIMOctuzaL WSP ATTACHMENT O Not 10 6r, T G IG L ANp 1-IORIZaIJTAL 110 MPH EXPOSURE H WIND ZONE L- D0?4 �DDIl' ! 6b ', M A Bracing Gable End Walls WSP Attic Floor Length ............................................ I.... (Figure 11) ............................... _= ft. 2 W/3 _ Gypsum Ceiling Length ................................................. (Figure 11)...............,:.............'R. >_ 0.9W _ Double Top Plate Splice Length................................................................ (Figure 1,�I........ N.�......J�Pi..."_ft. Spike Connection (no. of 16d common nails) .............. (Table 6) i ................................................. _ — Loadbearing Wall Connections Uplift. (proprietary connectors) ...................................... (Table 7) ..................................... U =.L(2 Ib. — Lateral (no. of led common nails) ................................. (Table 7) ............................................. — Non-Loadbearing Wali Connections pp Uplift. (proprietary connectors) ...................................... (Table 8) ..................................... U =-/A Ib. — Lateral (no. of 1 ed common Halle) ................................ (Table a) ................................................ .Z - Wall Wall Openings Header Spans............................................................... (Table 9) ................ I........ ft. - in. 511' =i Sill Plats Spans............................................................. (Table 9) ......................... ft. _ in.15 12' _ Full Height Studs (no. of studs) ..................................... (Table 9) ................................ .......�� Connections at each end of header or sill Uplift. (proprietary connectors) ................................ (Table 9) ............................................. _ Ib. — Lateral (proprietary connectors) ............................. (Table 9) .............................................= tb. _ Welt Sheathing ' Minimum Building Dimension, WV J ! SheathingType ...................................................... (Table 10) ................................... Edge Nail Spacing .................................................. (Table 10) ..............!;i........................ 3_ in. — Fiek1 Nail Spacing ........................... :.................... ... (fable 1 ........................................ in. — Shear Connection (no. of 16d common nails)........ (Table 1 ................................................ Ib. _ FoldDown Capacity ............................................. (Table 1 ...........................................— _ t Percerit Full-Helght Sheathing ................................ (Taible 1�)...................... .....................,53%X 12 ` 0� Maxanun Bufkikhg Dimension, L - Sheathing Type ..............:....................................... (Table 11) .......................................... NS r' _ Edge Nall Spacing .................................. :..... ..... :.... (Table 11) ......................................... 2 , in. pac— Reld Nail Sin .. g ................................................ (Table 11) ......................................... 1 2 _ Shear Concommon min. Connection (no. of 1 ed ita) ........ (Table 11) ................................................ rT — Hold Down Capacity ............................................... (Table 11) ........................................... -lb. Peroertt Full -Height Sheathing ................................ (Table 11) .. .......................................... .0-%X =amu 01 - Wall Cladding Ratedfor Wind Speed? ............ :............................................................................................................ Roof framing member "me checked? ..................... :.......... (IRC or WFCA4).................. ............................ — Rod Overftarg...........................................:........................ (Figure 19)..........................t I ft. 5 V or U3 _ Truss. Wolof, or Rafter Connections at Loadbeeting Wails Proprietary Connectors Uplift ....................................................................... (Table 12) ................................... U =!;N2 lb. _ Lateral........................................... . Sheer...................................................................... (Table 1flo) ).............1;................... S =�, Ib. — Ridge Strap Connections - Tension .................................. (Table)) L0...-.:"n.tfS........T == pct _ Gable Rafter Oullooksr............................ ........... A.............. (Figure .........�%,tA:..= ft. ft. 5 X or L/2 Oudooker Connections at Non-Loadbearing Walls — Proprietary Connectors ' UnllR....................................................................... able 141 .................................. U as `" Ib. Lateral..................................................................... (Table 14) .............. ...................... L ==1b. — 'od Sheathing Type.......................................................... (IRC or WFC........................ WSP — .hod Sheathing Thickness .......................................................................... ...............! in. 2 3/ 'wap Roof Sheathing Fastening.:..................................................'(Table 2)..�7�.�.9JI:i%'idhjr..�D....(Q..... fir`_(fes — 1~ H� MR1. I 8d hslrht.r. WSP EDGE—�} I ICRItaM� 6fA lk1E �� INTi0.tAEA1kTE EDGL II II -'fRkg1INC•r :��At�� i � I t16Nh8F,NP• IAMMFSCIt,TiP.� tI ?41 16 F ER11 3�8 3° M N. I 1 -� - -1 - 2s2 1. P?tNE(" 8DG> N WSP--- ---- VP VSP ATrACHMgNT O NOT To gGALE FOR VERT• �t)1D "�iOR►Z. ,4?TAGAIAEAIT NOTES: Wood Suurnml Pude shut be minin on, thidneae or 7116' and be installed as follows: - ----- i. Peach aba bo hmad with arm4 h oris pe llel w mAs. U . All behead jnheial I otter owr and be mild to framing, 0L On tingle story construction, gannets rhall be utached in bottom plains and top nnmberpr the double . mP plate i+. On to nary emmucn`m, npperpurn awl be aarbd to the sop member or dx upper double top pitta sill bbW jam a Fdcom of purl.Oppa amchmety of lower panel shall be nude to ba djoist and lower anschtmn made to lowest plate at 16V moa framing. r. HdmnW col spacing an dwbk'oP pales, bud joins, and girdm ihW be •dwbk mw of 8d ataggeM at 3 braes m anter pa harm blow :Vertical utl HarirmW Nuking for Penal Ahscmrem acEB'tu.ci� E E eEuogb C E O L e P vga See T g qt uyyp C�9u CjT •'S TNOV j. ue ydfr L oil Bi pci� c $-.-, EF 2,X eo `w EO w �asvii zoos I i �. Orn�^� aQNo 0y C 33 Q N In (=ore in U) O 0 2 Z V) ® LL' _ ® J F— J,�—I O) p