|
CONNECTOR SCHEDULE
<br />SIMPSON
<br />LISP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />N w„m'I.M1r, n,w i-M1.. Mn ro,w [1 m•-NOwartnu
<br />r r
<br />MM
<br />♦. II@1 IIN w a I vr,
<br />im/. NO w artW„
<br />m,w„VY.Now?fid
<br />Vi
<br />.,i2irar
<br />Nn->
<br />vee
<br />Went» voxr m ¢• mrw. rr, w ro wroo roe..
<br />�,o«,oee
<br />i«n�a¢Ne
<br />eae
<br />sN«
<br />rN ir'. e•me No ro«eu. roan m+eu, w•xs'm¢. rar,iom rNmm,
<br />r
<br />�r.oa•aawi.:
<br />r`o
<br />.
<br />m,w,i-v,• rw., n„w.l v,•
<br />Nrrr
<br />Nn r
<br />r, mN
<br />tar
<br />N,rb
<br />IM
<br />M,wx NL'. rtuwxivl. M, w,
<br />¢»
<br />our
<br />rur<-s
<br />nxa.r
<br />ew
<br />N
<br />ror.0
<br />rrr
<br />a
<br />wr•.im
<br />�
<br />Im
<br />N
<br />eeA rY,wx w
<br />Aro4 r� ro.Tp fll0n (IN eGxI V1'.!W)M,
<br />.W
<br />ro M,w,ru p,in•,O Mtt. Wnru le,ivY rO e+n.lumxr N•ro rner.
<br />ON
<br />1/n rV,w • i'm' M,RM rN w K i m'r0 M1.t•
<br />nN
<br />we
<br />v rourm. ro,-eoe v.•n yr m naean®wo¢. rt,Nrtraelrrt M1r
<br />em® Mr N,ae,i N�alll eicom, rm,tlmY ep9 eO.em
<br />sw• enm raga W ne>emm en¢.n,wrewr«eat.
<br />rNr
<br />.Wean! ecx,. mN�i• mro�i cor-rN w«ro0.io¢o
<br />VI
<br />„r .-
<br />tie
<br />.Ni,eow r uN¢.nwmem¢o
<br />O
<br />�r,ter ..
<br />ra.
<br />,eeN N wc,rotm ro eezo
<br />a
<br />r,.are®�nNwxxmntenlm,w ���m,
<br />iu,ia riN w x em', oa w, t n•
<br />e«e
<br />N mc,rw eoer.fi,o¢o.o®rur.rwma m¢o m,
<br />1«'aGM�NNNNInnlOborr.rtN.l'Bcm.,N oOC. n, v1'eM COLtt T06>L tmM1 lu IN l0.iN
<br />z
<br />,•«».
<br />>.n
<br />i.lm,mu
<br />ire
<br />�,¢..m.riw�r�,i,.
<br />W
<br />,o eavma ro, w,o uetoo
<br />Z
<br />z
<br />Q
<br />re
<br />w'xt-Du'mml nxge RsnY,roov.ro,wM,uOoo•eYn rd w'xi'Weamie.nNwio eUOo.
<br />=
<br />ro cu nN w ro umo. rut. re w•. i• ee eoer. ro, w ro r¢ao
<br />�o ou r.,�w•.� e.�w.. ro w¢o
<br />ease» roar ero>n r¢. �arnecl ne a«aenwr,>„¢re«e a ergo rot ilar,r1 wmm�r_ "tar ra eumrmn.a Nit seevnw vmr. nemae ae ux . w.o.eenc
<br />ro wr.uanoi "r. «eNmnen am! w. i m• N.w N r�INnm,+«n!. xw eaeriax N na .ua¢m. w.o. wna.snv+.a� wo, w awexrrc, r �w«.rn.cw nre..�airnw+
<br />,�
<br />M«aQnoixnw
<br />�
<br />m+.uanr. nc..•wemmrr„
<br />z
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO 1'-0'
<br />DBL 2 x 10
<br />1'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-O' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ff.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />U.N.O.
<br />4'-II 12'
<br />1 1'-II 12'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />I
<br />3
<br />2 x 12
<br />(r2 5YP)
<br />1/16' OSB
<br />NAIL (3) 12d a 6'-8' O.C.
<br />TYP 2x12 BM./HDR
<br />FRAMING NOTES:
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />• TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUSS MANUFACTURER.
<br />4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />/c. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES o EA.
<br />END. CUT PITCH e BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55EB TO TOP OF TRUSS BEARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />CJ I
<br />1 I l u I I � vll
<br />II II II n II II II II II II II II i I II II II
<br />CJ I
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK
<br />NTT-4
<br />TRUSS TO 4X4
<br />POST (2) MTS-12
<br />POST TO BLK
<br />HTT-4
<br />A-1
<br />— _ — _ =
<br />ASA5
<br />tA
<br />A3 —
<br />�.
<br />AAC A4
<br />= AS =
<br />A6
<br />A" -
<br />CJ5 -- /
<br />IIfI
<br />CQ3 '. II II II I I
<br />EJl1��
<br />TRUSS 2) 4X4
<br />POST Lr_
<br />TO 5
<br />POST TO LK
<br />HTT-4
<br />TRUSS TO 4X4
<br />P05T (2) MTS-12
<br />POST TO BILK
<br />HTT-4
<br />DBL STUD
<br />41
<br />ROOF FRAMING PLAN
<br />CCA 0122/16
<br />CGE
<br />A R C R I T E C T S
<br />Gr us�n
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdesigrigroup.com
<br />AA #: 0003325
<br />w
<br />h
<br />a
<br />Pi
<br />O
<br />a
<br />A
<br />0
<br />v
<br />J
<br />u
<br />BUDDIV. de XeO
<br />SILVERADO
<br />LOT #24
<br />BLK #1
<br />PROJECT#
<br />04128.000-24001
<br />MODEL:
<br />4EHB
<br />"2605—HAYDEN"
<br />GARAGE BWMWG:
<br />RIGHT
<br />PAGE:
<br />ROOF
<br />FRAMING
<br />PLAN
<br />ELEVATION
<br />ICi
<br />50 MPH EXP. B-CCA
<br />ARCHITECT:
<br />STATE OF Fl OFMA
<br />P � D11/2/16
<br />SCAM.. 1 /4"=1'- 0"
<br />B*rmw
<br />7C
<br />
|