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Openings in exterior 'Noll. A 'Nell stud shot I be at each side of the opening with the ends of the header supported os follows. 1. for openings 3 fl or less l\'ide each end of the header shall rest on a single hea(jer stud Of may be supported by framing oochors attached to the wall stud. 2. For openings greater than 3 fl but not more than 6 ft. wide each end of the heoder shall rest on o single header stud. 3. For openings more than 6 ft. wide each end of the heoder shaij rest 00 two he<Jder studs. DATE DESCRIPll00 r .1 o Center ledger pier. @ 2" x 6- joist hooger each ~d @) Bridging 48" 00 center, 5/8" Be pl)'llooo. Face grain perp€l'\dicular to joist. Host structure. Wl(jth (vaies) NOTES: 1. All WQIl framing 16" a.c. (Exception: 24" a.c. for wooo storage room.) 2. Pier post can be bolted to slob or continuous footer or have isolated footer each pier. Ledger support. SeG concrete. TYPICAL WOOD DECK 2 x 4 wood frame walls 16" a.c. up to 10 ft. high. S8Ca 1707.3.2 WOOD FRAME ROOM TYPICAL Sub fascia. aess C Roof; l/t pl~ood or part~c1board roof shooting 15 lb. felt. Asphalt or fiberglass shingles. Hurricane anchor each pist to center stringer. ~~m~ /\1 Alumnum foscia. Alumnum or vn~ sof1il Sheeting; soca 1707,1.5 3/8- plywQO<j min. or 7/16 ~berboord. Rafter per span table in NfOP~ span tables for joist and rofters S8Ca 1708.1. Rafters; Southern pine 'Fb'=1550 'E'=1,7oo,000 Ceiling pist; Spruce 'Fb'=1150 'E'=1,300,000 or llIetd plete connected wood roof truss. sacCI 1708.2.2 Hurricooe anchors O<luble top plate. NOTE: Center stringer required only if depth of deck exceeds 10', Openings In Exterior Walls A liall stud shallbe at each sid~ of the opening with the ends of the header S1Jpporled as follows: 1. r or openings J fl or less wide each end of the header shall rest on a 'single header stud or may be supported by framing anchors attached to the wall stud. 2. for openings more than 3 fl oot not mere than 6 ft. wide ooch end o( the Mader shall rest on 0 single header stud.' J. For openings more than 6 fl wide leach end q,f lhe heodet: snail rest on two header studs. I j- x 12" alumimrn roof panel or ... e1ite?/ x 4' composite panel. Root sp<1I'l Span chart 10 DoOOle top plate. 6- flat str~ 3t c.c. T~iC<ll exterior mish. VItl)4 or a1umrom / siding, stucco with vapor !xIrrier or 100d (T-l11 etc.) Headers; saCCI Table Non. strucl sheet. Roof load := 2CU + IODl All headers are considered to be en edge. 2- x 4- span up to 4' r 2- x 6- 6' 8" 2' x 8- 8' 3- 2" x 10- 9' 10- 2" x 1 t 11' ~. Interior finish gwsum -' boad <X paneling. ~. , 3/8- min. plywood on comers with foam or insukltor boord or Denny board total structure NOTE: Wood utDity storage rooms framed 24" O.c. l.p to 10ft. high Double perimeter beam. '\. 2- x 6- PT deck Pistj \ 16- a,c. 3- x 3- X .090' posl Nailing And Stopli~ Requirements The number and size of naas or staples coonecting wooo members shall not be less lhan tho~ specified in Toole 1705.1 Whe(e nails of a twe other than those shown ii the table are used, the number and spocing shall be in accordance with the manufacturers nstructions. VA - 000197 WHITE ALUMINUM d.b.a. Aluminum PAJilding Systems 1107 N<tth ThOrMS Rd., Leesburq Aorid~ J27-4a Phooe: (904) 7~-n66 Fax. (904-4) 787-9329 LA WRENCE E. EENNETT QVl ENGNEER &: DEVROPUENT CONSULTANT P.O. BOX 4368 S. DA~A. fl. 32121-4308 PHONE: (904) 253-9960 RE'v1SlONS WOOD FRAME SEAL ~ 1 __ "':"".-~""""-.''*''.~~..~'!,'i:,-~:-1''t:-c,-~,--,~:,., -....:..,~-.~?;-,..,. ~"':, ~~~ .... : ~~.' "':.0: .......~.... ,""" ._...,. .,...."7'",.., _..,..._ ._'-~~::-"'.. :-..oy,., ",-:-'-'.-~--.:'>-"'.~,.' ~-''''''''.:'''-' . ~.....-.," -, ,,- ----....... -~:.:..,- ~.. ,~..,.., -. ~ ~ ~'~- r' '" -. .... '"': ~_.