HomeMy WebLinkAbout0032 TRACEY ROAD - Health 14 Tracey Road
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flPflNRRR�W WRLL OWN MEiH�� fRRMING TIPS APPLICANT TO COMPLETE 6 SUBMIT WITH PERMIT APPLICATION AWCGr,lr/.rn Wood Cn,,.\rr,rnips,ir,High ll'inr/Arens:1/01110 ll'ind Zone
PH EXPOSURE B WIND ZONE
A IVC'G„We Wnod Conrtrll trim,in)�iigh hNnd A-,,:I/n„j,),If' d Znar. Mass a c h ose tts C h ec k l is I.fo I-Co fitp l i eln ce(78q Ch4R DO 1.1.1.1)'
110 M 1MaSSe Ci1U,,ettS C;h L'C I(IISt t01'C,(I nt>IIaDI'C
Table 2, General Nailing Schedule The AYq Narrow Vhll Bracing Method a asimple,sto-bmlt solution that allows builders I.consouc[ !1 .. 1 .. ..I.. (7R0 CM R l301,2.1.1)I Leadbe g W it Con 1
segments as namoty as 16 inches next to window and door opentnp.Be sure to check for dine essential - Lateral(no.or 1Ed common nail.)............................(Tables 7)........ e..a61..Nhl£lZ ....L
JOINT DESCRIPTION Number of Number of Nail Soaeing details when c'onsouc the ARA Narrow NU Bating Method around garage openings. !.. s�Gher"- Non-Loadbearing Wall Oonnodions '
4n8 g% Compliance common nails ............ ................
Common Nails BOX Na Ile
1.1 SCOPE' V Lateral(no.,it op )...............................(Tablet ope................com _
Load Bearing Wall Openings(record largest opening but heck all openings for bomplian�^so Table 8)
Roo(Framing For complete informadon on the APA Narrow Well Bracing method and its applicadons in locadons other than Wind EWi of xeetl(3-see,gust) - .............t t0 mph Header Spans ...............:........................................(Tau.9).............................. :t,7^,'^
the 1 APA publication No-.1u N Thal Ubrll.Form 0420. posure Cate9ory.........................................................................................................................B Sid Plate Spans _......................................................(Table 9).............................. 't l In.5 11'
Blocking to Rafter(Toe-nailed) 2-fid 2-10tl each end garage.p ease see pu -� Full Heighl Suds(no,of.tuds)...................................(Table 9)........................................................ _
Rim Board to Rafter(End nailed) 2-16d 3-16d each end 1.2 APPLICABILITY Non-Load Bearing Wall Openings(record largest opening but check all openings for comp"-mes,+Table 9)
Wall Fermin Number of Stories(a too/which exceeds 8 in 12 slope shall be considered a story)_ storizP s 2 stories V
W g ( 8 ).....................ry'........ pJ St2:12 Headet5 Table9 _
Roof Pilch.tart.... ........................Fi 2 --yy-- pans............................................................1 ).............................. in.5 i2'
(Face-nailed) 4-16tl 5-16tl at ..•••......................•..•....• 1 Sill Plate Spans........................................_................(Table 9)..............,................. 12'
Mean Roof Height .... .... 9 )..................... .k 533'TOP Plates at Intersections(a ) 1 ., ,. ...............................................(Fi 2 -J.,. Full Heighl Suds(no:of studs)...................................(Table 9)........................................................
Stud to Stud(Face-tiled) 2-16d 2-16d 24"o.c. +, Building Width,W..........................................................(Fig 3).................,...........:..... 9 ,ft ago, J- Exton,,Wall Sheathing to Resist Uplift anp Shear Simulla....sly'
,. 0ufleang Length,L...........................:........................ n2 R 5 so, -y/- Minimum Building Header to Header(Face-nailed) i6d iEd 16"o.c.along edges s .(Fig 3)............................................ g Dimension,w' _
Building Aspect Ratio(LAN) .... (Fig 4)......................... 1 •'s 3:7 V Nominal Height o/Tallest Opening' .......... _... `" _s 6'8'
Nominal Heighl of Tallest Open'nga....................... ........... _ ......... J......::_...'.....
........ --yy :i
Framing Wall .' r .................................(Fig 41.........O:.t�.,TJ.002 ...........,jo_56'8' -rL Sheathing Type........................................._..(note:l...................................._�!i`.Q.(3.}
joist P ( )( 9. sheathing Edge pacing.......:.................................(T ) ..... :...
tl' aor Girder Toe-Nailed Fi 14) 4-8d 4-10d ''�tsT t r must extend I 1.3 FRAMING CONNECTIONS
Blocking fo JOISI(To.___ ( 2-ed - eex4 antl G`7 Ed Nag 5 able 10 or note 4 if less.. _ - ✓
�-- v over '• General compliance with framing sear,co nectin -
1 P connections..................Table 2.................... 6...........,..........................,,(?able 10)................................................ _sL
P B ( ) ......................................... Shear Connection(no.of i6d common na ITdble 10)................:.......,.... �...�
Blocking to SIII or Top Plate(Tee-nalled) 3`16d 4 6d each block eee��� haader 9 g ....................Rable t0).............._............................ ;i Y _�
Ledger Strip to Beam or Girder(Face-nailed) �t 3-i6d 4-16d each joist , '.. 3• 2.1 FOUNDATION Percent oR.Addifonate eat troll wnh p g 68( p ) ---.........--�
t F
Ledger to Beam Toe-Nei 38'd'-- 3-10d t 1 FountlaN -. - g Dimension•LSf
Joist on Ledg ( lad.)-- - --�,,.•„ per joist ., EXI STLN v Maximum8 Win
W hing ro o enin > ''Design Conte is.... .`n
Band Joist to Joi L(EOr1•nalli:d)(Fig.14) 3-i6tl 4'1'6d--_., perjoist " i 'S.. Concrete g (..1.4) 1 /
__ _ g..............................................................Concrete....................................................................................... ..................................... Nominal Haight o(Talle•!Openin
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Baad�orsllo or Top Plate(Toe-nalled)(Flg.ia) 2-i6d 3-i 6tl perfoo(._ r �. Masonry............................................................................... ........................ Sheathing Tyrunng........................................: ..........._...4 If I_,,)............IZOHS
r Orr ...............
In p. - + •t• s (: / Ci Fed Nail Spann .. able 1 t or note:If less..
).� 2.2 ANCHORAGE TO FOUNDATION''a UBE Ek157ls.i pacing......................................._(Table 111.................................... ....fp_in.
Roof Sheathing z 5 8 Anchor`BOlts-imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete nMv. Shear Connection(no.of led mmmon nails)(Table 11).:............................................. . t/
Wood Structural Panels i -
�• Bolt Spacing-9enerel..__..'_z.._......�_...............(.able d)................................... ,y`rt',.`9F. Percent Fsrll.Haigtrt Sheathing...._................(Table t l)......................_............... �l��l/g
Rafters or trusses spaced up to 16"o.c. Btl 10d 6"edge/6"field +r Bolt Spacing from entlloint of plate............�:.-.,.....IFg 5)........ In. %Additional Sheathing for Wall wirti Opening>6'B"(Design Concepts).................._. I)
Rafters or trusses spaced over 16"o.c. 8d - 10d - 4'edge/4"field ( Bolt Embedment-concrete........................ _-."•:-(Rg'Sr'��_. in.z 7' Wan Cladoing
a BOIL Em to omen,-mesa -�'•"_ ...... -
�f .... in.2 15' 'x i_ Rated for Wind Speed7.......................'........................................_........................................................_
Gable endwall rake or rake truss w/o gable overhang 8d tOd 8°edge/8"field BI. �.,,._.nry--..*..................................(Fig 5)....................":�^: ��
Gable endwall rake or rake truss wl Structural out lookers 8d 10d 6"edge/6"field ) PI e_washe................ f f
.q( ............................................(Fig S)......................
Gable endwall rake or rake truss w/lookout blocks 'Bd tOd 4'edge/4"field
3.1 FLOORS 5.1 ROOFS
g mein pans (per 780 CMR Ghe ter 55 Roof framing bars ( )
Ceilin heathi=•� ' '. Nail schedule M zirtirumF oar O bars checketl _/- 9 me pans checkedl..............�.......(Far Rah19 use AWr-Sr/nn Tool;see BBRS Website
m
............................. p )....:.......................... Roof OveAlang ...................................... ..( 9ure )........_.. try; smaller of 2'err ll3
g-S = ,¢ ,L Penln9 Dlmension.................................(FigB).............................. -... ft572� buss or Rafter Connections at Loadbearing Walls
Bd common -1
--- _-. Proprietary Connectors
Sd—I€rs"' �e zs/-7D_fi Full Height We r9tud i
Gypsum Wallboard coo dg e0_ i II`.: 9 Sett toceOpenings less than 2'from 6:xlerior Wall(Fig 6)................,....r-�.'...........
EXTERIOR :': a13"o.c Maximum Floor Joist SetbaYks--_.,�
�' Uplift...............................................(Table 12).................................,..........U='jx3�,Pll
Wall Sheathing VIEW OF n'] - Supporting Loadbearing Wails or Shearwell............:..(Fig 7).... ,.�:::::,........................... It d 'r� Lateral.............................................(Table 12)............................................L=Zkplf
GARAGES Maximum Cantilevered Floor Jolsls `-- Sneer................................._........... able 12................................:............5= pit
_
Wood Siruced Panels ,,t OPENING S Supporting Loadbearing Walls or Shea I............�.. ftstl - ✓ Ridge Strap Co...clions,.itcollar ties not used Per page 2L..(Table 13). .,..T=1(,1 plf
Studs spaced up to 24"O.C. 8d 10tl 6"edge/72"field rs' ^--^• - •
A."and 25/32"Fiberboard Panels 8tl '1 - 3"ed e/6"field er" Wall Floor Bracing et Endwalls............ ...............................(Fig 9) -.... .,...................................... - ,.(Figure 20)........ -_.R.s smaller of 2'.,U2
( ) gGable Rake Outiooker............................._.......
.. Floor Sheathing Type ............... 780 CMR Chat 55
%"Gypsum Wallboard 5d coolers - 7"edge/10"field sh..lhing •.,, .(per per ). ,.. ..... Tmss P Connections at Non-Loadeearing walls
Floor She.bing-Ttuc)race or Rafter Can
<• P: must extend ...........................................(Per 780 CMR Chapter 55)..............:r.4.1a�in•,`- roprietary Connectors
• vet olo D+L �EloorSheathing Fastening................................................(Table 2).. d nails at in.ad / fielda ': Uzo Qllb.
} ^S go (a_'^ -._+.� Upi h ....................................(T(Toole.).............._............,...............
Floor Sheathing.__ _ __ ' header @}(t' {); Lai I( f led common nails), rabid 14.......................... ....I=JtQlb.
Wootl Structural Panels "" otg1 q 4.1 WALLS ,......,,,_............... ......--
•a o)k+v fig' •+17.rt1 :Nall Hei hn Roof Sheathing Type ....... ....(per 80 CMR Chapters 6g�M 59)..
............._........._......_.....
1"or Ie55 `''8d-- 10tl 6'edgel 12"field i J .oto ` g Roof Sheathing Thickness:............. ... P
. WS
I Loeobeeri, - I)s:.._................................................Fi 10 antl Table 5 Roof Sheathing ale 2.............:_......._............ .
6-.field �;Q r1i`k n -�L g Fastening_.........................................(T )
Greatef than 1" 10d i6d--'8°'etlge% - uo;a Non�Loa3tYbeailrtpg.orals....................................:.......`(FIp 10 and Table 6):...................(A-a'. R 5120' _sue
r f' Sheathing r,�f{ _
' �•„ joint of •:'`' j V"'1'I a. Wall Stod SitbYlsatgs """""""""""""""""�(Fig 10 and Table 5 � �- _ _1.NoboThis checklist shall be met in its entirety.excluding the spedfic'ezception noted in 2,to comply vrilh Ihe�requlrements of
['t}Corrosion resistant 11 gage nails and 16 gage staples are permitted;check IBC for additional requirements. appr... - Neil schedule So°Ji' �2,:e• ry --"-'-- L.(Figs 7 8 0)...._........................ .,�.•-R Id �,-_........................................
mid height Bel common ') ' L 78quirred parr the WFCM 110 mph Guideklist is met in Its enrirelY then the following metal slaps andhold downs are not
of 3"o.c e�'a 4.2 EXTERIOR WALLS' - e
° ^ ° Wood SttMk a Swat Sirup,per Figure 5
Nail:Unless otherwise Stated,sizes given for nails are common wire sizes.Box and pneumatic nails of equivalent Loadbearing wags.................... ( ) c. 0 ryaSeaSlraps per Fiegure71
.................................Tables.............................2x B`-O"in
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diameter and equal or greater length to the Specified common nails may be Substituted unless Olhenvi5e ' •( Non-Loadbearing walls....:.........................................(Table 5).............................2z'f: /4_ In. d. Al Sirs P P r -
° Gable End Well Bracing - �o Ki/XE ps per Figure t] r
' prohibited. -� e. Corner Sud Hod.Dovms per Figure 18a and Figure.l8b' ,
Full Haight loon L i Studs..........................................(Fig 10)............................................................... --yy 2. Exception:Opening heights.(up to 8 ft.shall be Permitted when 5%rs Scrod to the percent ullheight sheathing
WSP mCFloor Length.............not.....d).................(Fig11).......................................... ft2Wr3 jL � ..
Gypsum Ceiling Length(if WSP not usdd)6 it.
c. ...(Fig 17)................
.........................._R 20.9W `- 3 The bottoms p le in exterior walls shall be a minimum 2 in.nominal thickness pr ne treated 02-grade.
requirements shown in Tables 10 and 11.
AP/@ and 2x4 Continuous Laterel Broce(l6ft.o.e..(Fig tt).........._............................................... _- '
e in la
6r� or t x 3 ceiling furring strips 0 Is-spacing min.with 2 x4 blacking 0_4 ft.spacing in and joist or truss bays_/ .
mssrrmrunuso
woo Double To Plate
o assocanor+ Splice Length (Fig 13 and Table 6)_:............................V.. .-..rR.(no..._.............m.......uts)............ _ --
Splice Connection(no.of i6d common nails) (Table 6)�...................................................
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Design®
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