00-9832 - Laserfiche WebLink

Browse Search

<' v.~O~ A~/S'.s FOR LUMBER COLUMNS ANCl10R POST TO 3-112'" CONCRETE SI.A8 WI GAlVANIZED BUCKETS 1. ALL WALL FRAMING ~6" O. C. (EXCEPT10N: 24" O. C. FOR WOOD STORAGE ROOM) 2. PIER POST CAN BE BOLTED TO SI.A8 OR CONTINUOUS FOOTER OR HAVE ISOU>TED CONCRETE FOOTER EACH PIER (SEE DETAIL) 3. CENTER STRINGER MAY BE REQUIRED (SEE TABLE 4.5) 4. HURRiCANE ANCHOR EACH JOIST TO CEN1ER STRINGER W/ SIMPSON H5 5. OPEN DECKS OVER 30" IN HEIGHT ABOVE GRADE HAVE A GUARD RAil SYSTEM n'P!CAL WOOD DECK LEDGER SUPPORT DETAIL (OPT10NAL) WOOD FRAME WALL DOUBLE 2 x 4 TO? flu.TE:F OVER 16' IN PROJECTJON OR LENGm 112' . 4'-0' X 8'-0" PRESSBOARD OR COX Pl YWOOO VAPOR BARRIER (C?T10NALI FOil aACKED 314" OR 112'" FOAM INSUU>TlON (2) 2 X 10 HEADER W/ 112'" SPACS~ CENTER LEOGER PIER KNEE BRACE REQUIRED FOR HEIGHT OVE.~ 4'..0" (MAX.. HGT. 3'-0") 2 X 5 JOIST HANGER EACH END BRIDGING @ 4<\' O. C. VAPOR BARRIER REQUiRED FOR ALL AD0lT10NS EXCEPT SHEDS, 0.006 MIN. VISQUENE. 1511 Fa. T PAPER. THERMAL PI. Y OR FOil SACKED iNSUlATION VINYl SIDING TYPICAL FOil TAPE AlL JOINTS HEADER AS REQUIRED FOR S?AN (FOR HEADER SIZES SEE TABLE 4.3) 318'" X 5" BOLT NOTES: SIDING IS TO BE FASTE.."lE1J @ 16' O.C. TO MANUFAcnJRS'l.S SPECIFICATIONS AND INSTRUC110NS AS SUPf>UED BY T1-\E SIDING COMPANY NAILiNG SIDiNG OVER FURRING STRIPS: l' SHANK AlUMiNUM NAILS OR EQUAl. SIDING OVER FOAM: 1.3/4' SHANK ALUMiNUM NAILS OR EQUAL IF PI. YWOOD IS USED FOR CORNER BRACING wlm FOIL aACKED FOAM BEiNG USED FOR T1-\E VAPOR BARRIER. VISQUENE. TAR PAPER OR SCME OTHER SUITABLE PRODUCT MUST BE USED OVER l1-!E WOOD IF;>, FOURm FRAME WAlliS REQUIRED. ALL FRAMING AND BRACING SHALL BE THE SAME AS FOR O"THER WAlLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WAlL SIDING SHALL BE APPLJED PER MANUFACTURERS SPEC:FlCATlONS FOR WiND ZONE OR PROJECT AND OVER PROPE.'~L Y PREPARED wAll.. WI"TH BRACING OR SHEATHING BRACING FOR CORNERS SHALL BE ~17:' .. PlY COX PlYWOOD FOR WOOD S11JOS @ 24" D.C. NAILED wlm #ad COMMON 6" O.C. EDGES AND 12" O.C. FielD AlTERNATE BRACiNG SHAlL BE 1.1/4' X 14 GA. GALVANIZED COIL S"ffiAP X-8RACED TO STUDS W/ (11 #ad COMMON PEH STUD OR 1.1/4" x 0.050" ALUMINUM S"ffiAP X-8RACED AND NAILED TO S11JDS W/ (2) 1."4' AlUMINUM NAlLS EACH S11JD STRUC11JRAl GRADE "Ti1ERMAL PLY STUOS SHALL aE 16" O.C. AND NAIUNG OR SCREW PATTERN SAME AS COX Wl"TH NAILS OR SCREWS PER MANUFACTURERS SPECIFlCATlONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCT1JRE LEDGS~ SUPPORT .." X 4" PRESSURE -:-REATED PiNE OR 3" X 3" X 0.090" AlUMINUM JOIST aUCl<ETS 2 X 6 flOOR ___,~ JOIST@ 15"ONC~~R ___, r r"'*:-=-:"=+=-=_:_=-=-=+:_=-=-=_:_=~~=":_=-="'=-~=:-:_:_:-:-t=:::!-:_=_':"=~=t-::-=-=-=-;r-=-=-=-=-=~:_~=-=-=-=-7r-=-=- :t~ J ::; H :: i! :; :: :: i: H Ii Ii: ill !! U ]J l: d 1! :: :: \! !:: 'I ::: :: :: :: :: :: :: :: :: :: q: II, It II II II II 11 \I It II ',1 q ::: :; :: :: !: :: II: :: ;; ~: :1: Co ::: :: :: :: :: :: I: :: :: :: ::: I ::: I: U :: :I ~: j; :: :: :: :;: ::: :: :: :: :: DBL:: 2xS:: :: :1 :: ::: ,I, II II II II II II II II It 'I' I L::: :: :: :1 :: :: :: U t;: B:: ::: ,I, II II II II II If II II II' ~ II]: :: ~: I; ~: :: :: :: :: :: ::l 3; r~., II 11 I' II ...u.., II II II 11 r~., . i:~E==~~=====~ ~=====~~=====~~====E~ ~3====~ ~=====~ ~== ::~~===::~~===l~:i : q "ttt~:: :: :: :: lo.~r~ :: :: ;: :: lo.84 ~ ::: :: :: :: :: :: :: :: :: B:; ::: Hi ffi l! [: :: i: i! :: i: :: H 1:1 ii! ~ 1i Ii !: I:: I: :: ;; :: n lil . ::: ~ :: :; :: :: :: :: :: :: :: ::l I 9 ,'I r:a II II II II II II \I II II I,' ~ :!! ~ :: :: ;: :: :: :: :! :: :: :[: ~ I':: W :: :: :: :: ;: :: :: :: :: ::: LI ill ~ 11 ljEi! A:j :j :1 1j :1 !i ijl ..~.... a :: :: :: :: ..~~., :: ~: :: :: ..~., I I ~.~.__...___~_~-_-_-_-_...._.._ _..._-_-_..._'-_-_-:_._-_._...._-_-~.: .r_-_...."'\..-_-_-_-_._....-_-_-_-___..._._-_-_-___-:!-_-..-_-_-_._'"'::_-:_-_-r-...~ I ~.I<;;~- .-------- n -- -- _ _ ----. _ m _ ~~:=- ~~.=~ -~:~::~:~:~~ ~~~ A ,SE::; ABLE .5) VARIES General Notes and Specifications: 1. The following struCllJreS are d8SJ9OOd for mono sloped aluminum root S'f'lIemS to be married to blo<;j( and wood frame slructlJres at adequate struclUtal capacity. The cootractof' / home owoet' shad venfy that tl1e host structure is in good condition and of sufficient s1nlngtn to hOld tl1e proposed addition. 2. If tl1ere is a question allout tM host structure. the QWf1Gf' (at his own expeI1S<!) shad hire an atdIited. engineer. Of a eetiJ1led home inspedlon company to venfy host strud1JnJ capaoty. 3. The following rules apply to artad1ments invoMng mobile and manufactured homes: a. Slr.Jcture5 to be placed adjacent to a mobt1e / manufactured home buill pliot to 1994 sIIail usa "1'our1h wall construction' 0( snail ~e detailed plans of the mob,1e I manufactured home and inspectioo r9?<Jl1 aia'l9 wittl addition plans for site specrllc reYi<Nt and S&al by me engi~. This applies to ad scre<<I/ glass rooms, and / Of' other strucllJres to be attad1ed. b. F'our1h wall construction means thd addition shall be free standing wrlll only me root nasl1ing of the rHO Ul1.ts being attad1ed. The most common "fllutth wall" COl\SlI\Jdion is a post and beam trame adj3C8l1t to tile mobile I manufactured home. The sarr>e span taOJes can be usad as for the front wall beam. f<JC' foor1h wall beam usa the camet beam table. The pOS( snaJl be SIZed ao;;ording to this manwl and / Of' as a minimum be a 2:' X 3" X 0.05<r 'Nrttl an 18" x 2" x 2:' x 0.044' knee brace at each end at the beam. c. For mobile / manufactured homes bWIt a1Iar 1994 structures may be attac/1ed to the home provided the proied foJJows the plan for atlactlment 01 tl1is mat1ual. The contractor / ownet snail provide vernication of ttoft stnJd:Uraj system used to build the host strucllJre. 4. Section 7 of the manual cont.aJns span t.abIes and the attadlment c:et.aJ1s of pans and ~ panels. S. Scnloo walls betwoon eXisting walls. ~. and ce.fings sI1all be a:lowed and SCat1S sI1all be figured the same as atl1et ~nNaIIs. 5. When USIng leJ( SeteW9 In lieu at S.M.S. Ion<}et ~ must be used to compensa14 for dnn head. 7. SOME LOCAL BUILDiNG DEPARTMENTS. SUGH AS PI~ELt:AS Coi;NT'r', MAY REQUIRE MINiMUM WALL mlCKNESS OF EXTRUSIONS. CHEa{W\Tr; YOUR LOCAL BUILDiNG DEPARTMENT 3EFOPE PU>NNING YOUR PROJECT. X' . 6" FRAMING ANCHORED TO DOUBLE X' X 4' STUDS WI (2) #10 X 2-117:' OECK SCREWS All -NALLS WOOD FRAME ~ 2" X 4" TO? flu. TI: NON- STRUCTtiRAL iF A IT ACnED TO EXISTING AlUMINUM BEAM WI #10 X 2" S. M. S. NOTE; PROVIDE DOUBLE 701' f'tA TE FOR WALLS OVER 16' IN lENGm -lACK S11JO PURSUANT TO PROVISIONS OF T1-\E flORIDA DEPARTMENT OF HIGHWAY SAFElY ! MOTOR VE;ICLES DMSION OF MOTOR VEHiClES RULE 15C-2. T1-\E S?AN TABLES. CONNECT10N DETAILS. ANCOORING ANO OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND .MOBILE HOMES CONSTRUCTED AFTER 1984. DECKiNG 'MAY SE 516" OR 314' f'L YWOOD OR 514" x 5" OR 2 X 6 PI.ANKlNG (SEE SECTIONS NEXT PAGE) JOB NAME: ADDRESS: "TYPICAL WOOD DEe<< FRAMING PLAN DRAWING FOR ONE PE.qMIT ONLY (2) 2' x_' (SEE TABLE 4.4) TOP PlATE MUST BE P. T. P. OR HAVE VAPOR BARR1E.~ BE1'WEE."j AlUMINUM AND WOOD ~ ~ ~ ~ I I I ~ c:: c:l.- :z~ 'l!\3 UJIJj g;:r: SINGLE BOTTOM PU> TE / WOOD FRAME GARAGE DOOR PosmON ST1.JD t JAMB FRAME DETAIL l1-IE DESIGNS AND S?ANS SHOWN ON T1-\ESE DRAWINGS ARE eASED ON THE LOAD REQUiRE.~ENTS FOR T1-\E FOLLOWING COOES: 1) STANDARD BUILDING CODe 1997. CHAPTER 15 iNCLUDING SSTO 10-96 2) BOCA NATIONAL BUILDING CODE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUC110N 1998 NINO LOAD TO SNOW LOAD CONVERS10N TABLE: ;0 YR SIlOW LOAD I JESIGN SNOW LCl.^D MIlO lOAD I BUILCiNG TYPE 5.25#1 so. FT. i 3.15#1 so. FT. 95 MPHI OPEN 26-30 II / so. FT. 51.70 II / sa. FT. 100 MPH / OPEN 31-35 #I so. FT. I 51.70 III sa. FT. 120 MPH / OPEN 36-00 III so. FT. I 61.70#1 sa. FT. 110 MPH / ENClOSED 61-70 III so. FT., 51.70 II I sa. FT. 120 MPH / ENClOSED SELECT ROOF OR WAlL MEMBERS FROM APPROPRlA TI: TABlES TEXAS CONVERSION TABLE: WIND ZONE SEAWARD OF I.C.','V. . iNLAND OF I.C.W." " INTE.'l.COASTAL NATEHWAY NOTE; "vIND LOAD CONVERSION: SPANS AND HEIGHTS FROM TABLES ARE BASED ON 120 M.P.H. NIND LOAD. ;0 CONVERT TO 140 M.P.H.\'IIND LOAD ~AUl TIPl Y SPANS AND HElGHTS 8Y 0.55 1999 ~ 1f):J wZ [(<( :J~ If) I-If) ...J ~WZ~ -'[(01- [(:J-W I-I-CO If)UO"t W:JWZ ~[(CO <(1-0_ [(If) 0 I- ~~NU O:J W Oz If) c- ~3 ~ .f- ill ~_ . f- N 1"\ ....- u.. ::J N ",M :r~ i .... (])u-i.C:: C:~6!~ c:~):;e:g (])J..<i"" CIJ3~~~ . ~ -- I-U ~ llJ"I5ZC> 0",0;( (])~~5:1: UCl/Mc,U c: 'JJ ... en (])~~.- '-~'" 3JJd ... '" " 'IJ::' - -.Hi OF 7