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<br />2.6 FlOOR JOISTS <br />FASTENED TO DOUBLE 2. a <br />GiRDER WI SIMPSON H-2.5 <br />HURRICANE ANCHORS @ <br />16"0.C. <br /> <br />CONCRETE BlOCK OR P.T.? <br />WOOD PIERS <br />(PER GIRDER TABLES) <br />CONSTRUCTED ON 4" x 16" 1( <br />',6" CONCRETE FOOTING PAD <br />CEUS POURED SCUD WI (2) <br />#5!2l BARS AND (1) SIMPSON <br />H~ ANCHOR IN EACH CElL <br />FASTENED TO DOUBLE 2 1( IS <br />GIRDER <br /> <br />32<l~~~~ <br /> <br />314" PRESSURE TREATED <br />PI. YWOOD <br />~SSURE TREATED <br />DECKlNG <br /> <br /> <br />314' PRESSURE TREATED <br />Pl YWOOO OR <br />2.6 PRESSURE TREATED <br />DECKING <br /> <br />CONCRETE BLOCK OR <br />TREA TED WOOO PIERS <br />~PER GIRDER TABLES) <br /> <br />CONCRETE BLOCK OR P.T.? <br />NOOO PIERS CONSTRUCTED <br />ON 4' 1( 16" .16" CONCRETE <br />FOOTING PAD <br /> <br />2 x 6 FlOOR JOISTS <br />FASTENED TO OOUBLE 2 x 8 <br />GIRDER WI SIMPSON <br />H-2.5 HURRICANE ANCHORS <br />@ 16" O.C. OR 2" . 6" JOIST <br />BUCKET <br /> <br /> <br />AUGER @ EACH PIER <br />I"ASTENED TO 2 x 8 GIRDER <br />WI A.o. T STRAP <br /> <br />ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A <br /> <br />/ <br /> <br />+ '" ~f <br /> <br />(2) SiMPSON H-5 CUPS OR <br />EQUAL <br /> <br />I <br />I <br />""""'-- <br />I <br />I <br /> <br />DOUBLE Z'. S" PT.P. WI 314" <br />PI.. YWOOO (PT) SPACER <br />NAlLEO WI #16d COMMON <br />GAlV. (2) EACH 16" O.C. <br /> <br />Ii! <br />~ <br />.... <br />() <br />~ <br />CC <br />.... <br />CJl <br />.... <br />0" <br />o <br />:x: <br /> <br /> <br />CENTER OF GIRDER 8-8 <br />t t t t t t t t t t t <br /> <br />AP?LJED LOAD FROM <br />I 'O.H: TABLE 4.3 '" 'W <br />OVERHANG' 'O.H.' . 1:-<1' <br /> <br />PROJECTION'" 'po '" 12'-<l" <br /> <br />LOAD WIOT11 '" 'lW '" <br />'PO f 2 .. '01'1' '" 8'.{)" <br /> <br />OPTIONAL SHEAT11ING: 7/16" <br />O.S.B. OR 1t-r COX NAIlED 6" <br />O. C. EDGES AND 12" O. C. <br />F1ELD <br /> <br />WALL UPLIFT EXAMPLE . <br /> <br />CAlCULATE U?lJFT'U' IN III LF. FOR 102 M.P.H. ZONE'" 'Ai" . 'LW <br />'Ai" '" Z5111 sa. FT. <br />1..W '" 8''{)" <br /> <br />'U' '" 25111 sa. FT.. 8' '" 200 III LF. <br /> <br />REQUIRED ANCHOR SPACING CAN BE FOUNO BY DIVIOING ANCHOR CAPACll'Y BY T11E <br />UPlJFT V AWE PREYIOUSL Y DETERMINED. <br />EXAMPU:; FOR AN H-2.5 CAPACI1Y '" 41511/200 II/ LF. '" SPAClNG OF 2075 FT. <br />T11US. STUOS AT TYPICAL SPACINGS RECENE ANCHORS AS FOliONS <br /> <br />Stud Spacing <br />'Z"O.C. <br />16" O.C. <br />24"0.C. <br /> <br />H 25 Spacing <br />Memating Studs <br />Each Stud <br />Each Stud <br /> <br />Allowable Uplift Per Anchor <br /> <br />--- <br />I <br /> <br />",-", <br />",,,, <br />. ' <br />;%lC'l <br />mO <br />a~ <br />mm <br />2:::1 <br />-<C'l <br />~~ <br />I <br />r <br /> <br /> <br />co <br />" < <br />"l> <br />;:2 <br />~r.g <br /> <br />IF COIL STRAP, CONTINUOUS <br />FROM TRUSS RAFTER TO <br />PERIME:T'ER JOIST, IS NOT <br />PROVIDED BY l11E <br />MANUFACnJRER <br />RE.I.AOVE VINYL SIDING ANO <br />SOFFIT ON mE WAlL AND <br />oNST All SIMPSON CS-, 6 COIL <br />STRAP FROM TRUSS 1 RAFTE."I. <br />TO BOTTOM OF PERIMETER <br />JOIST @ EACH TRUSS I <br />RAFTER AAIL STRAP WI ',6d <br />COMMON @ TRUSS RAFTER <br />AND PERl"'ETE1~ JOIST. <br />SCREW COIL STRAP TO <br />SHEAT11ING WI#IJ .,. DECK <br />SCREWS@ 16' O,C. <br />VERTlCAU Y. REPU\CE VINYL <br />SIDING. <br /> <br />PROVIOE NEW 4', S" OR 8". <br />" er CMU PIER AND SOUD <br />FOUNDATION BLOCK@5''<)' <br />MAX. O. C. ALONG <br />ATTACHME."<T WAlL <br /> <br />Simpson <br />H 2.5 <br />H 3.0 <br />H50 <br />SP 1 <br />SP 2 <br /> <br />Uellft Rating <br />415# <br />455# <br />455# <br />585# <br />680# <br /> <br />(2)2 x 10 P.T.? ATTACHED TO <br />STRINGERS ANO BEiWEEN (2) <br />4 . 4 POSTS ADJACE.>.jT TO <br />STAIRS <br /> <br />MIN. FOOTING PER PAGE OR <br />LOCAl CODE <br /> <br />ABOVE EXAMPLE CAN BE USED TO CALCULA.TE UPliFT AND ANCHOR S?AC:NG FOR ANY <br />APPliED LOAD OR WINO LOAD <br /> <br /> <br /> <br />2 x 4 P.T.P. HANDRAIL <br />REQUIRED FOR DEC.'<S <br />OVER 30" ABOVE GRADE <br /> <br />INSTALL NEW AUGER ANCHOR <br />@ EACH NEW PIER. ,NST All <br />1t-r CARRIAGE BOLT l11RU <br />PERIMETER JOIST AND STRAP <br />TO NEW AUGER ANCl10R. <br /> <br />TYPiCAL WALL SECT10N FOR ATTACHMENT TO <br />MOBILE I MANUFACTURED HOME <br /> <br /> <br />WOOD STAIR SECT10N DETAIL <br /> <br />MiN. (2) 318" x 5-112" CARRIAGE <br />BOLTS FOR SINGLE STRINGER <br />MIN. (2) 3i8' 1( r CARRIAGE <br />BOLTS FOR DOUBLE <br />STRINGER <br /> <br />2.4 P.T.P. RAILING ATTACHED <br />Wlm 160 COMMON NAlLS (2) <br />@ EACH CONNECTION POINT <br /> <br />1 . 1 WooOEN PICKETS @ <br />4" O.C. MAX. ATTACHED WI (2) <br />~COMMONTOENAllEDTO <br />2 x 4 RAIUNG <br /> <br />4 X 4 PRESSURE TREATED <br />PINE POST (TYPICAl) <br /> <br />T11E SUM OF (2) RISERS ANO <br />(1) TREAD. EXCLUSNEOF <br />NOSiNG. SHALL SE 2." MIN. <br />AND 25' MAX. <br />HElGHT OF RISERS SHAll 3E <br />1-314" MAX.. ANO TREADS. <br />SHAll. BE 'j" MlN. <br /> <br />8" x 12". (WIOTH OF STAIR" 8" <br />(4' EACH SIDE)) FOOTING 2500 <br />PSI CONCRETE WI <br />(2) #3!2l BARS CONTINUOUS <br /> <br />1:'.,1:' P.T.P. STAIR <br />STRINGERS ATTACHED WI (2) <br />1i16d COMMON NAILS PER <br />STR1NGE.q <br /> <br />SIMPSON POST SUCKET <br /> <br />2 x 4 P.T.P. VERTICAL <br />POST 4' TO 5' O.C.NI <br />2-1/4" x 3' LA.G BOLT 8. <br />WASHER <br /> <br />RESIDENTIAL HANDRAIL DETAIL <br /> <br /> <br />i 1 <br />~ <br /> <br />4' MAX. <br /> <br />2"MAX. <br /> <br />2 X 4 p.r.? TOP STRINGER <br />OR 2.6 P.T.? HANDRAIL 1 <br />TOP STRINGER <br /> <br />118.2-112" DECK SCREWS <br /> <br />318' 1( 5-,t-r CARRIAGE <br />BOLTS WI WASHER 3. NUT <br /> <br />OPTIONAL 2.4 P.T.? <br />STRINGE."I. Z" ABOVE DECK <br /> <br />(2)2. PT.P. <br />(SEE SEAM DETAIL) <br /> <br />318" CARRIAGE SOl7S <br /> <br />4.4 P.T.? OR GREATER <br /> <br />ALTERNATE DECK POST TO BEAM CONNECT10N DETAIL <br /> <br />r <br /> <br />OPTIONAL 2 . 6 70P HANDRAJL <br />(REQUIRED FOR DECKS 30" <br />ABOVE GRADE) <br /> <br />L <br />~j <br /> <br /> <br /> <br />r- <br />I <br />I <br />1 <br />, <br />I <br />, <br />% <br />~ <br />il <br /> <br />I <br />I <br /> <br />\ 1 ) 318" . 6" CARRIAGE BOLT <br /> <br />2.4 P.T.P. TOP STRINGER OR 2.6 <br />?T.? HAND-RAIUTOP STRINGE."I. <br /> <br />(1)#12dCOMMON <br /> <br />2 . 2 PICKET OR nJRNED SPINOLE <br />4' O.C. MAX. WI (2) #12d COMMON <br /> <br />4 X 4 P.T.? VERTICAL POST. 4''{)" TO <br />5'-<1' O.C. WI (1) 3/8" . 6" CARRIAGE <br />BOLT <br /> <br />2.4 P.T.?STR1NGERI:'ABOVE <br />DECK <br /> <br />(1) 318" . 5-1IZ" CARRIAGE <br />BOLT WI WASHER AND NUT <br /> <br />#8.2 1t-r DECK SCREWS <br /> <br />POST TO JOIST <br />DETAIL <br /> <br />HANDRAIL DETAILS <br /> <br />/ <br /> <br />PICKET TO JOIST <br />DETAIL <br /> <br />t#=1 318". 5-1t-r CARRIAGE BOLTS <br />N/ WASHER AND NUT <br /> <br />4.4 P.T.P. OR GREATEH <br /> <br />IV <br /> <br />AL TERN A TE POST TO DECK BEAM OET AIL <br /> <br />I <br />~ <br />en::: <br />wZ <br />0:::< <br />::J~ en <br />f- h" ...J <br />U"" - <br />.....WZ< <br />....0:::0f- <br />O:::::J-W <br />f-f-t:O <br />enUO~ <br />W:JWZ <br />~~oO <br /><f-o_ <br />(tenof- <br />u..~NU <br />c..... IJJ <br />02 en <br />0- <br />~3 <br />~ <br /> <br />w ~ ~ <br />. 10-,;; N <br />,., -' ~ <br />u... ::l N <br /><fJ '" <br />~"'6 a:: ~ <br />Q) (J .( " <br />('""'-Z1"D <br />c1i~!Q:2 <br />Q)~?(~~ <br />C03::~;e <br />.~~~-:; <br />Wcu5z~ <br />QCJl~>< <br />Q) , '" - <( <br />uf5~~u.. <br />C:1.JJ~uj <br />Q)~~f- <br />I... ~ ~ <br />3 cu 0 <br />ra~"'; <br />.....JG <br /> <br /> <br />OF <br /> <br />7 <br />