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(OPTlONAl) WOOD FRAME WALL HOST STRUCTURE SEE WAll SECTIONS DOUBLE 2 ~ 4 TOP PlATE :F OVER 16' I~ PROJECTIO~ OR LENGTH ~12' ~ 4'.{)' ~ 8'.{)' PRESSBOARD OR CDX PLYWOOD VAPOR BARRIER (OPTIONAL) FOIL BACKED 314' OR 112' FOAM INSULATlON ',2) 2 x 10 HEADER WI 112' SPACER < 1 i17D~ "'~/S'.,. FOR LUMBER COLUMNS ANCHOR POST TO 3-112" CONCRETE SlAB WI GALVANIZED BUCKETS 1. ALL WAll FRAMING 16' O. C. (EXCEPTION: 24' O. C. FOR WOOO STORAGE ROOM) 2. PIER POST CAN BE BOLTED TO SLAB OR CONTlNUOUS FOOTER OR HAVE ISOLATED CONCRETE FOOTER EACH PIER (SEE DETAIL) 3. CENTER STRINGER MAY BE REQUIRED (SEE TABLE 45) 4. HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER WI SiMPSON H5 5. OPEN DECKS OVER 30' IN HEIGHT ABOVE GRADE HAVE A GUARD RAIL SYSTEM TYPICAL WOOD DECK 318' ~ 5' SOL T LEDGER SUPPORT DETAil General Notes and Specifications: 1. The following structures are designed for mono sloped aluminum root systems 10 be rnanied to block and wood frame structures of adequate structural capacity. The contractor 1 home 0_ shaN verify that tl1e host structure is in good condition and ot sutlident stroogth 10 hold tl1e proposed addition. 2. It tI1ere is a QUestion about tl1e host structure, Ihe owner (at his own expense) shall hire an arcnrtect. engineer. 0( a certifled home inspection company to verify host structure capacity. 3. The following r1Jles apply 10 attad1ments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile 1 manufactured home buill pr1OI' to 1994 shaJlusa "fourth wall construction' 0( shall provide detailed plans of the mobile I manufactured home and inspection report aloog wi1h addition plans for site s?llClflc ra\iie'N and seal by the engineer. This applies to all screen I glass rooms, and lor other structures to be al!llct1ed b. Fourth wan construction means the addition shaN be free standing .Nith only tl1e root ftasl1ing ot the two units being allacl1ed. TM most common "four1l1 wall" cons1rlJclion is a post and beam frame adiacent to lha mobile I manufactured home. TM same span tabkls can be used as for lha froot waN beam. For fourth wall beam usa the camet beam table. The post shall be sized according to this manual and 1 0( as a minimum be a 2' x 3' x 0.050' with an 18' ~ 2' ~ 2' ~ 0.044' knee brace at eacl1 end at lha beam. c. F'or mobile I manufactured homes buill alllll' 1994 s1I\JClUres may be attad1ed 10 lha home provided lha projeCt follows the plan for attad1ment ot this manual. The contractor I owner shall Pl'O'Iide venlication of \he structural ~tam used \0 build the host structure. 4. Section 7 01 the manual contains span tabk3s and the attacl1ment details at pans and composite panels. 5. Saeen '..alls Iletwoon eXlsfin9 walls. :locn. an<l ceilin9s shall be allowed and spans shaM be ti9ured the same as other screen wails. 6. When using lek screws in lieu ot S.M.S. Ionget' screws must be used 10 compensate fot dnl head. 7. SOME LOCAL BUILDING DEPARTMENTS. SUCH AS PINELLAS COUNTY, MAY REQUIRE MINIMUM WALL n-tICKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PR.OJECT. VAPOR BARRIER REQUIRED FOR ALL ADDITIONS EXCEPT SHEDS, 0.006 MIN. VISOUENE. 1511 FELTPAPER. l1-iERMAL P1. Y OR FOIL BACKED iNSULATlON VINYL SIDING TY?ICAL FOIL TAPE AlL JOINTS HEADER AS REQUIRED FOR SPAN (FOR HEADER SIZES SEE TABLE 4.3) NOTES: SIDING is TO BE FASnENED@ 16' D.C. TO MANUFACTURERS SPECiFICATIONS AND iNSTRUCTIONS AS SUPPlJED BY l1-iE SIDING COMPANY NAiliNG SIDING OVER FURRING STRiPS: l' SHANK ALUMiNUM NAlLS OR EQUAL SIOING OVER FOAM: 1-314' SHANK ALUMiNUM NAILS OR EQUAL IF P1. YWOOO IS USED FOR CORNER BRACING WITH FOIL BACKED FOAM BEING USED FOR mE VAPOR BARRIER. YISQUENE. TAR PAPER OR SOME OTl1ER SUITABLE PR.ODUCT MUST BE USED OVER l1-iE WOOD IF A FOURTH FRAME WALliS REQUIRED, ALL FRAMING AND BRACiNG SHAll BE l1-iE SAME AS FOR OTHER WALLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WALL SIDING SHAll BE APPliED PER MANUFACTURERS SPECiFICATIONS FOR WIND ZONE OR PROJECT AND OVER PROPERLY PREPARED WALL \'\llTH BRACING OR SHEA 1111NG BRACING FOR CORNERS SHAlL BE 112" 4 PlY CDX P1. YWooD FOR wooO S11JDS @ 24' D.C. NAILED WITH #8d COMMON 6' O.C. EDGES AND 12' D.C. FIELD ALTERNATE BRACING SHALL BE 1-114'x 14 GA. GALVAN!ZED COIL STRAP X-BRACED TO STUDS WI (1) #ad COMMON PER STUD OR '.114' ~ 0.050' ALUMINUM STRAP X-BRACED AND NAiLED TO S11JDS WI (2) 1-114' ALUMINUM NAILS EACH S11JD STRUC11JRAL GRADE l1-iERMAL?l Y STUDS SHALL BE i 5' D.C. AND NAiliNG OR SCREW PATTERN SAME AS CDX WITH NAILS OR SCREWS PER MANUFAC11JRERS SPECIFICATIONS TYPICAL WOOD FRAME ATTACHED TO HOST STRUCTURE JOIST BUCKETS 2 x 6 FLOOR r--' r- JOIST@ 18' ON CE:'~~R roo, rr' ~=-=-=-=;f=-=-="=-=-\;-="=-=-=-='=T~ ="=-=-='=-:T={-=-=-=-t=:Y !-=-:-=-=~y-=-=..=-:-=~y-=-=-=-=-= ~t-=-:-=-=-=~=-:-:-:+::(ll :1: :: :: :: :: :: :: :1 :: :: ;': ::: :: :: :: :: :: :: :: :: :: ::1 :1: :: :: :: :: :: :: :: :: :: ::: ::: :: 1: :: :: :: :: :: :: ;: ::: II, II II II II II II II II II I:' q 1]1 Ii ii :: !! !: i: !: :: i! I:! ~ ::i II :l i! :1 i: :: :: i: :: ili I .11 11 II !I 11 DBL" 611 II II II 1'1 ':1 II II II II (I 2)( II II II II I:' ::J :: :: :: :: :: :: :: :: B:: ::: :': :: :: : :: :: :: :: [~: :: :': i! ::: :: :: :: :: :: :: :: :: I: :i: l !'~.. I' II II II ,..0'... II II II II r~' . 1---1' ,'f___J,u___"'_nnAnn_J'n --r" '3----J'oo---" '00 __A_un ",-003"" , ~ ~gj :::~ f::::=~ f=::::~f:::::~f:::: ~~~.. ::::~f::: ::~ r:= ::~f:::::~f::: "i,4.: ~ ,I, II II II II II II 11 II II III ill H I! :: n :: :: :: !! B!: i:l I ':. ~ II II " II II II II II II .:. ,. ~ 1/ II II II LI I' II II or I' ::: ~ :1 ~: :: :: :: :: :: :: :: ::: ::: a :: :: :: :: :: :: :: :: :: :1: i ~ ::: 'D :: :: :: :: :: :: :: :: :: ::: I ;0 ::: ..c ~: :: :: :: :: :: : : :: :: ::: i I' I:' N II II II II ., 'I II d II I:' : ]:! ~ iJ !1 :: :: :: i: ;: ,:: :1 it: i I ::! ~ :: :: :f :: q i: i: :: i: ;:1 I 11,011 \1 t 'I A d II II II II II ':' ,I, a II ,t II ,I :I II " 'I iI 'I L....-1 ill1-=-=-d~:-:-=-=-=-:::~:- :-:-:-=::~:-:-:-:-=-:~:c:-:-:-:-f ;:::1-:-:-=-:~:~:-:-:-:=-=~=::-:-:-:-:-:~:":-::-:-=-:~=-:-:-:T FJ 1 ""..'" ""_~ Io_.~ I -- 'MX. SPAN BE1\VEEN SUPPORTS ...... : A ,SEE TABLE 45) I VARiES 2' ~ 4' TOP PtATE NON- STRUC11JRAlIF ATTACHED TO EXISTING ALUMINUM BEAM WI #1 0 ~ 2' S. M. S. (2) 2' ~ _' (SEE TABLE 4.4) TOP PlATE MUST BE p. T. P. OR HAVE VAPOR BARRIER BETWEEN ALUMINUM AND WOOD FRAMING TO BE FLUSH SEE JAMB FRAME DETAlL 2' ~ 6' FRAMING ANCHORED TO DOUBLE 2' x 4' S11JDS WI (2) #10 x 2-112' DECK SCREWS ALL WALLS WOOO FRA.\.\E ~ NOTE: PROVIDE DOUBLE TOP PLATE FOR WALLS OVER 16' I~ LENGTH JACK STUD PURSUANT TO PROVISIONS OF mE FLORIDA DEPARTMENT OF HIGHWAY SAFETY 1 MOTOR VEHICLES DMSION OF MOTOR VEHICLES RULE 15C-2, Tl1E SPAN TABlES, CONNECTION DETAILS. ANCHORiNG AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALl Y CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND 'dOBILE HOMES CONSTRUCTED AFTER 1984. DECKiNG MAY BE 5/8' OR 314' PlYWOOD OR 514" ~ 6' OR 2 x 6 PlANKING (SEE SECTIONS .NEXT PAGE) Joa NAME: ADORESS: CCNTER LEDGER PIER KNEE BRACE REQUIRED FOR HEJGHT OVER 4'.{)' (MAX. HGT. 8'.{)') 2 ~ 6 JOIST HANGER EACH END BRIDGING @ 48' O. C. LEDGER SUPPORT 4' ~ 4' ?RESSURE TREATED PINE OR 3' ~ 3' ~ 0.090' ALUMINUM TYPICAL WOOD DECK FRAMING PLAN DRAWING FOR ONE PERMIT ONLY ~f- ~i3 aim g;:x: SINGLE BOTTOM PLATE WOOD FRAME GARAGE DOOR POsmON STUD JAMB FRAME DETAIL mE DESIGNS AND SPANS SHOWN ON l1-iESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR l1-iE FOLLOWING CODES: 1) STANDARD BUILDING COOE 1997, CHAPTER 16 iNCLUDING SSTD 10-96 2) BOCA NATIONAL BUILDING CODE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 WIND LOAD TO SNOW LOAD CONVERSION TABle: 50 YR SNOW LOAD OESIGN SNOW LOAD NINO LOAD I BUl\.OiNG TYPE 5.25#/ sa. FT. I 3-15 # I sa. FT. 9S M?H /OPEN 26-30 1#1 sa. FT. 51-70 #I sa. FT. 100 MPH 1 OPEN 31-35 #1 so. FT. 61-701#1 SQ. FT. 120 MPH 1 OPEN 36-00 # 1 SQ. FT. 51-70 #I SQ. FT. 110 MPH 1 ENCLOSED 61-70 # I so. FT. 51-70 # I sa. FT. 120 MPH 1 ENCLOSED SELECT ROOF OR WALL MEMBERS FROM APPROPRIATE TABLES TEXAS CONVERSION TABLE: \'VIND ZONE SEAWARD OF I.C.w. ' INLAND OF I C.'.". ' . INTERCOASTAl....ATERWAY ,'10TE: ....IND LOAD CONVERSIO~: SPANS AND HEJGHTS FROM TABLES ARE BASED ON 120 M.P.H. ....IND LOAD. TO CONVERT TO 140 M.P.H. 'NiND LOAD MULTIPLY SPANS AND HEIGHTS BY 0.55 1999 ....J ~ (/')::l llJZ o::~ ::l~ (/') f-(/') ....J UllJz<{ ::lo:: f- o::~OllJ f-~Eo (/')uo~ llJ::lllJz ~O::oO ~f-o_ O::(/')Of- lJ..~NU o~ llJ 02 (/') 0- ~~ ....J ~ .f- W ~ ~ . '" N a.. ... ~ ~ N CJl'" :::i ~ u: ... (])<..l<~ c~a~:g CllJ~",", (])::!;<S:.;f aJ&agie .~i:~g WllJo:JZ:QI Cl 0- (])'~5:~ () :t: :;; IlJ u.. citl"'i!l (])~~f- '-~:o :> 'llJ . :>...q (1] s: a.. ....Ja J eT( OF 7