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<br />General Notes and Soooficatiol'ls:
<br />
<br />" Cartain ot tt'wI foJIowi09 s1ruCltJres are oeslgMd to be married to blocX and wood frame 5tNctUras of
<br />adeqlJata strucllJral capacity. The contractor I home owner shad venfy that It.. host sinJclUre IS In good
<br />OOO<1itioo and ot S\Jillcioot slren<Jl!l to hokI ttle proposed moon.
<br />
<br />2. If there IS a QWStion about tI1e host stn.JctlJnt. tI1e c-_ (at his 0Wl'I expensel shaI hn an arcI1itect.
<br />en<;j1I1OOl', or a COOIlIed home inspection COf'Ilpally 10 venty host stn.JctuIe capaoty.
<br />
<br />3, The f<JlloIMl'I9 rules am to atl.a<:t\INlnl$ in'IoMn9 mobile and manufacturod homes:
<br />
<br />a. SlrudlJras to be placed adja(;ent to a mobile I mat1ufadwOO home bY.. prior to 1994 sIW use ~
<br />-MIll constnJdJon. ~ shall provide ~talIed plans ot tt'wI moMe I manufactured home aloo9 wTlI1
<br />ldditioo plans for Slt8 sp<lCIfIc rlMew and seal by ttle engineer. This app6es to all utility snecs.
<br />c:a<?OrtS. and I or other stnJdures to Ile attad'led,
<br />
<br />~. Fourtn 'Nlld construction means tt'wI addltlon snal be free standi09 '..,u, orly Il'>e root ftashing of tI1e two
<br />unfls Detn9 atlacl1ed. T11e most common 'fourth waJI OOflStnJction. 's a post &. beam frame adjacent to
<br />tt'wI mobile I manufactunld home. The same span tables can be usad as lOr the front waJI baam. All
<br />four1l1 wad frames shall have knee b<aces on boll1 fourth Nlld frame and outar wad frame.
<br />
<br />Co For mob:1e I manufactured homes bYdt atlet 1994, structures may Ile attadled. provided ttle project
<br />follow1s tI1e plan provided in lI1is manuaL The contractor I owner sIW prtMde voofication ot tI1e
<br />stnK:lural system usad to bUIld tt'wI host structure.
<br />
<br />d. AIry allac:tuoont tI1at ~ rT'ICl<8 tI1an 2f/ from a mobile I manufac!ured home wad sIlad require sote
<br />spealic enginootil'l9. T11e 2\1 is measured from tI1e mollile / manufac!\Jrod home to the outside at ttle
<br />beam wall and does not indude overtIang.
<br />
<br />4, Sec:ion 7 cootaJns span tallies and the al!acM1oot detaJls of pans and compoclite panels.
<br />
<br />S. When using TEl< saews in lieu of S,M,S,. Ion9ll1' screws must Ile used to compensata for dnn head,
<br />
<br />5. SOME LOCAl.. BUILDING OEPARThIENTS, SUCH AS PINEl.L>\S COUNlY. MAY REQUIRE ....INIMUM
<br />WAU THICKNESS OF EXTRUSIONS, CHECK Wlni YOUR LOCAL BUILDING OEPARTMENT BEFORE
<br />PLA.NNING YOUR PROJECT.
<br />
<br />SEE CONNECTlON DETAILS
<br />(SECTlON 7)
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<br />FOOTING ANO
<br />CONNECTION OET AilS
<br />SecTlON 2
<br />
<br />POST ANO BEAM DETAilS
<br />ANO TABLES SECTION 2
<br />
<br />12'" x PAN
<br />(SEE TABLES SECTlON 7)
<br />USE W TO SELECT PAN
<br />FOR REQUIRED SPAN
<br />
<br />W VARIES
<br />
<br />FOR FRONT BEAM USE:
<br />A " WI Z+OVERHANG
<br />
<br />CARPORT WALL SECTION
<br />
<br />SHED IS FRAMED 'Mni FOURni WAU (IF REQUIRED) OR ATTACHED TO HOST, MAXIMUM
<br />FlOOR AREA 200 Sa. FT,. :F FLOOR AREA IS GREATER THAN 200 sa. FT. use SECTlON 4,
<br />ATTACH SHED OR ROOM WAll TO HOST s-mUCTURE WI 114" x 3-1'.. TAPCONS@ 15. O,C.
<br />FOR MASONRY OR 1#1Sd COMMON@ 15" O.C. OR 1#10 x 3-1f2" FOR WOOOOIU,O x 2. 1 f2"
<br />S.M.S. FOR 1. x 2" AlUMINUM OR #10 x 3-112'" S.M.S. FOR 2 x 2 AlUMINUI.f
<br />
<br />1, SHEDS ANa UTlUTY ROOMS BUILT UNOER SECTlON 2 SPEC:ACATIONS Sl1ALl. BE UMITED TO
<br />15 FT, iN ROOF SPAN DIRECTION ANO 200 sa. FT. MAXIMUM AREA.
<br />2. AlL WOOD FRAMING AND SHEAl11lNG CONNECTlONS SHALL BE iN COMPt.WlCE W1ni STANDARD
<br />BUILDING CODE 1999 CHAPTER 23. TABLE 2306.1 OR AS NOTED BELOW.
<br />
<br />CONNECTlON i'ASTENER NUMBER' SPACING
<br />NALl. SHEATHING 112. OR LESS "6 COMMON 5. O.C, mGES AND '2" O.C. FIELD
<br />TOP OR SOLE P~TE TO STUO
<br />A. END ,"lAIL I ;;16 CCMMO~
<br />9, TOE NAil ~ COMMON
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<br />C W" PROJECTlON FROM ---l A'" W/2
<br />HOST STRUCTURE A2 " WI4
<br />AJ " W/4 . O,H.
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<br />ANCHOR WITH HEADE.q
<br />CHANNEL
<br />'NQOO FRAME SHED WI 2 x 4
<br />PRESSURE TREATED PINE
<br />f'tA TE ANCHORED TO
<br />CONCRETE 'NI1/." CONCRETE
<br />FASTENERS @4'..{J" O. C.
<br />
<br />,'~ID-SPAN BEAM (SELECT 1:
<br />FROM TABLE 2. , ,1 ANO I CR
<br />TABLE 2. 1 .2)
<br />FRONT '.VALL BEAM (SELECT
<br />'l' FROM TABLE 2.3)
<br />SHADING TYPE II
<br />DE."IOTES INTERJCR POST
<br />MAX. ROOF AREA (SEE TABLE
<br />2.1,1 ANO / OR TABLE 2.1.2)
<br />SHADING TYPE I
<br />DENOTES EXTERICR POST
<br />ROOF AREA (SEE TABLE 2..2.. 1
<br />ANQJOR TABLE 2.2.2)
<br />MIN. 3" x 3. x 0,060"
<br />THRIJ..8Ol TED TO HEADER
<br />POST ANCHOR TO CONCRETE
<br />(SEE DETAil REQUIRED POST)
<br />(TYPICAL)
<br />
<br />DOUBLE CARPORT WITH CENTER POST - PLAN Vl'eN
<br />ROOF CONNECTlON DETAILS
<br />(SEE SECTlON 7)
<br />M'D-SPAN BEAM SIMPLE SPA.'4
<br />(SEE TABlE 2.1.1 ANO I CR
<br />TABLE 2.12)
<br />POST TO BEAM (SEE
<br />TABLE 2.3)
<br />POST SIZ!: ANO SPAC:NG
<br />(SEE TABLE 2,2' ANO I CR
<br />TABLE 2,2.2)
<br />ROOF PANELS
<br />(SEE TABLES SECTICN 7)
<br />SEE FOOTiNG OET AilS
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<br />DOUBLE CARPORT WITH CENTER POST - ELEVATION VI'eN
<br />
<br />SEE CONNECTlON
<br />
<br />
<br />r; DETAilS
<br />(SECTlON 7)
<br />PAN OR COMPOSITE
<br />PANa
<br />/ [SEE ,,,,,,, SECTION"
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<br />2 x 4 Ll1MBE.q #2 S.P.F.
<br />(MIN.) OR
<br />2" x 2'" AlUMINUM MAY BE
<br />SUasT111JTED WITHOUT
<br />HUAAlCAJI/E CUPS
<br />
<br />FOURTH WALL FRAMING
<br />'NHERE REQUIRED
<br />
<br />UTiliTY SHEa WALL SECT;ON
<br />
<br />r
<br />
<br />HURRICANE CUPS FOR
<br />WOOO (SEE PAGE 2-5)
<br />2 x 4 TOP f'tA TE @ ROOF
<br />(DOUBLE TOP f'tATE iF
<br />LENGTH OVER 16'
<br />TO? PlATE P,T. OR WI
<br />VAPOR BARRIER @
<br />AlUMINUM ROOF
<br />SHEATHING; 7/15" o.s,a.
<br />OR 112'" Pl YWOOO WI
<br />ST1JDS 2.. O. C. OR
<br />STRUCTURAl. GRADE
<br />THERMAL PlY WI STUDS
<br />@ 15" O. C.
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<br />PROJECTION
<br />
<br />ANCHOR WITH HEAOER
<br />Cl1ANNa (SEE ROOF
<br />CONNEC'TlON OET AIlS
<br />SECTlON 7)
<br />FRONT WALL SEAM (SELECT
<br />l: FROM TABLE 2. 1. 1 ANO I OR
<br />TABLE 2. '.2)
<br />
<br />~~IO SPAN BEAM (SaECT 1.'
<br />FRO'" TABlE 2.1.1 ANO I OR
<br />TABLE 2.1.2)
<br />POST
<br />
<br />I A1 =W/2
<br />A2 = WI4
<br />AJ l A3 = NI. . 0,)1,
<br />
<br />SELECT SEAM (SEE TABLE
<br />2.1.' AND I OR TABlE 2.12)
<br />
<br />SHADING TYP1: I
<br />(SEE TABLE 2.21 AND I OR
<br />TABLE 2.2.2)
<br />SHADING TYP~ II
<br />(SEE TABLE 2.2. 1 Ao'lO I OR
<br />TABLE 22.2)
<br />
<br />DOUBLE CARPORT WITHOUT CENTER POST - PLAN VIEW
<br />
<br />3. RECENlNG ~EL
<br />ANCHORS WI (3) EACH #8
<br />S}A,S. ~ 12" O,C.
<br />(SEE ROOF CCNNECTlON
<br />DETAilS SECTlON 7)
<br />....,D-S? AN BEA.'"
<br />(SEE SPAN TAStE 2. 1.1)
<br />
<br />POST TO BEAM
<br />(SELECT FROI.rI TABLE 2.3)
<br />POST SIZE AND S?AC;NG
<br />',SEE TABLE 2.2)
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<br />(IF REQUIRED)
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<br />.......-- PROJEcTlON VARIES ~
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<br />ROOF PANas
<br />(SEE TABlES SECTlON 7)
<br />
<br />SEE FOOTING DET AllS
<br />?AGE 2.15
<br />
<br />--'<
<br />---"
<br />
<br />DOUBLE CARPORT WITl-iOUT CENTER POST - ELEVATION VIEW
<br />
<br />Z x 4 PRESSURE TREATED
<br />f'tA TE WI 318. x 4- 1 12'"
<br />CONCRETE ANCHORS @
<br />4'..{J" O. C. (SEE SIJIa
<br />OET AILS)
<br />
<br />PURSUAI'H TO PROVlSIONS OF THE FlORIOA DEPAATI.4€.'H OF
<br />HIGHWAY SAFETY 1 MOTOR VEHICLES DMSION OF ~IOTOR
<br />VEHICLES RUlE 15C-2, THE SPAN TABLES, CONNECnON
<br />DETAILS. ANCHORING AND Oniert SPEC1FlCA nONS ARE
<br />DESIGNED TO Be Y.ARRIEO TO CONYE.!'t110NAlLY
<br />CONSTRUC1El HOMES ANO I OR MA."lUfACTUREO HOMES ANO
<br />MOBILE HOMES CONSTRUCTED AFTER 1984,
<br />
<br />JOB NAME:
<br />ADDRESS:
<br />
<br />ORAWING FeR ONE ~ERMIT ONLY
<br />
<br />THE DESIGNS ANO SPANS Sl1CWN ON THESE ORAWINGS ARE
<br />8ASEO ON THE LOAD REOUIRE..,.ENTS FOR THE FCLl.OWING
<br />CODES:
<br />1) STANDARO BUILDING CODE 1997. CHAPTER 18
<br />iNCWOING SSTO 1(}.96
<br />2) BOCA NATlONAL BUIlDING COOE 1996
<br />3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
<br />RESISTANT CONSTRlJCT1O.... 1998
<br />
<br />NINO LOAD TO SNCW LOAD CONVERSION TABlE:
<br />50 YR SNOW Lc..o DESIGN SNOW LC.tD I HlNO LCoIrO I BlJILCING TY1'E
<br />5.251#/ sa. FT,: J. 15111 sa. FT. ~ MPHI DPE."l
<br />26-30 #I sa. FT, 51-70 III sa. FT, '00 MPH I OPE,"l
<br />31.35 1#1 sa. FT,I 51-70 III sa. FT. '20MPHICPE."l
<br />~ III sa. FT. I 51-70 III sa. FT. 110 "'PH I E,'K:tOSEO
<br />61-701#1 sa. FT.: 51-70 III sa. FT. 120 MPH I ENCLOSEO
<br />saECT ROOF OR WAlL ~e.lBERS FFlCM APPRCf>'!IATE TABLES
<br />
<br />TEXAS CONVERSION TABLE:
<br />
<br />','IINO ZONE
<br />SEAWARO OF I.C.W, .
<br />iNi.ANO OF !.C.''''. .
<br />. ,NTERCOASTAL'NATERWAY
<br />
<br />OOWERSICN FACTORS
<br />ROOF WAlL
<br />0,57 1.00
<br />0.74 1.00
<br />
<br />~TE;
<br />NINO LOAD CONVERSION:
<br />SPANS AND HElGHTS FRCM TABlES ARE 3ASCO 0....,20 M.?H,
<br />WINO LCAO. TO CONYEHT TO 14Q ~J.PH. NiNO LCAD ~AUl TIPL Y
<br />SPANS ANO HElGHTS BY US
<br />
<br />1999
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