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<br /> <br /> <br />"OH' <br /> <br />PROJECT10N ~ '\": 1Z.{)" <br /> <br />WALL UPLIFT EXAMPLE <br /> <br />CAlCULA.TE UPliFT '\J' IN III L.F. FOR 102 M.P.H. ZONE = 'AP x 'LW <br />'AP = 25 III sa. FT. <br />'LW = 8'.{)" '\J' ~ 25 III SQ, FT. x a' = 200 III L.F. <br /> <br />OVERHANG ~ OH = 'Z'{)" <br /> <br />APPliED LOAD FROM <br />TABLE 4.3 = 'AP <br /> <br />LOAD WIDni ~ 'LW = <br />'PO /2 + 'OH' = 8'.{)" <br /> <br />OPTIONAl SHEAniING: 7/16" <br />O.S.B. OR 112" COX NAILED 6' <br />O. C, EDGES AND 12" O. C. <br />FielD <br /> <br />REQUIRED ANCHOR SPACING CAN BE FOUND BY ONlDING ANCHOR CA?ACrN BY niE <br />UPliFT VAlUE PReviOUSLY DETERMiNED. <br />EXAMPLE: FOR AN K-2.5 CAPACI1Y ~ 415111200 II 1 L.F. ~ SPACING OF 2.075 FT. <br />niUS, STUDS AT 1Y?1CAI. SPACINGS RECEIVE ANCHORS AS FOUOWS <br /> <br />AlLOWABLE UPliFT PER ANCHOR <br /> <br />STUD SPACING <br />12" O.C. <br />16" D.C. <br />24" D.C. <br /> <br />H 2.5 SPACING <br />AlTERNATING STUDS <br />EACH STUD <br />EACH STUD <br /> <br />SIMPSON <br />H 2.5 <br />H 3.0 <br />H S.O <br />'SP 1/2 <br /> <br />UPllFT RATING <br />41511 <br />455# <br />45S# <br />sa5# <br /> <br />ABOVE EXAMPLE CAN BE USED TO CAlCULA. TE UPLIFT AND ANCHOR SPACING FOR No('( <br />APPliED LOAD OR WINO LOAD <br />"SP 112 ARE USED FOR DOUBLE TOP PU.TE <br /> <br />IF COIL STRAP, CONTINUOUS <br />FROM TRUSS RAFTER TO <br />PERIMETER JOIST, IS NOT <br />PROVIDED BY niE <br />MANUFACTURER <br />REMOVE VINYl SIDING AND <br />SOFFIT ON mE WAU AND <br />INSTAlL SIMPSON GS-16 COIL <br />STRAP FROM TRUSS / RAFTER <br />TO BOTTOM OF PERIMETER <br />JOIST @ EACH TRUSS / <br />RAFTER. NAJl STRAP W/16d <br />COMMON @ TRUSS RAFTER <br />AND PERIMETER JOIST, <br />SCREW COil STRAP TO <br />SHEA nilNG WI #3 x " DECK <br />SCREWS @ 16" O.C. <br />VERllCALL Y. REPtACE ViNYl <br />SIDING. <br /> <br />?ROVIOE NEW 4', 6" OR a" x <br />'6" CMU PIER ANO SOUD <br />FOUNDATION BLOCK @ 5'.{)" <br />'M)(. O. C. ALONG <br />ATTACHMENT WALL <br /> <br /> <br />INSTAlL NEW AUGER ANCHOR <br />@EACHNEWPIER. iNSTAlL <br />112" CARRIAGE BOt. T niRU <br />PERIMETER JOIST AND STRAP <br />TO NEW AUGER ANCHOR. <br /> <br />TYPICAL WALL SECTION FOR ATTACHMENT TO <br />MOBILE / MANUFACTURED HOME <br /> <br /> <br />r--- <br />/ <br /> <br />SELECT SEAM FROM TABLES <br />2.1.1,2.12. AND 2.1.3 <br /> <br />I , BEAM SPAN ,', <br />0'--- USE WI2 FOR BEAM SIZE -,I< . <br /> <br />SEE TABLE 2.1.1 AND / CR TABLE 2.12 <br />(AFTER COMPUTING 'A' FROM PAGE <br />2-1,2.2 OR 2.3\ <br /> <br />POST SIZE (SEE TABLE 2.2.1 <br />AND I CR TABLE 2.2.2) <br /> <br />SIDE VI'CW FOURTH WALL FRAME <br /> <br />,~ <br />---.I' <br /> <br />1...-..-.....- SEAM SPAN <br />USE WI2 FOR BEAM SIZE <br /> <br />(SEE TABLE 2.1.1 AND / OR TABLE 2.12 I <br />AFTER COMPUTING 'A'lJ\RGEST VAlUE)- <br /> <br />SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT <br /> <br />SPLICE TO BE LOCATED <br />1/4 TO 1/3 BEAM SPAN <br />AND STAGGERED ON <br />EACH SIDE OF <br />SELF MATING BEAM <br /> <br />SELECT FASTENERS <br />FROM TABLE 1.a <br /> <br />d = HEIGHT OF BEAM <br /> <br />BEAM SPLICE SHALL BE <br />MINIMUM d. ,50" <br /> <br />HEIGHT 2 x (d . .50") <br />LENGT11 <br /> <br />DENOTES SCREW <br />PATTERN NOT NUMBER OF <br />SCRE'NS <br /> <br />f- d-.50" -f- d-5()' -<' ,. MAX. <br />~ + .~ f; <br />l~ i-~ <br /> <br />++t'" : : <br />". 1-'" <br />,'!MX. <br /> <br />175"1- + . +1+ <br />r;5" ~ q + -I. <br /> <br />I <br /> <br />TYPICAL BEAM SPUCE DETAJL <br /> <br /> <br />MAX BEAM SIZE <br /> <br />KNEE BRACE <br />2" x 2" x 0.036" <br />2" x 3" x 0.050" <br />2" x 3" x 0.050" <br />2" x 3" x 0.050" <br />)" x 3" x 0.09)" <br /> <br />2- x 4- <br />2" x 4' <br />2" x 6" S.M.B. <br />2" x a" S.M.B. <br />2" x 9" S.MB. <br /> <br />r \'II - OVE~-:l <br />~ t~--r"~- >AR:" ~. <br />~ II r-I~ <br />hi I i I ~~ <br /> <br /> <br />NOTE: <br />FOR BEAlvl SPAN LENGn; <br />.{t.,' FOR TA.BlE 2 EQUALS <br />mE lARGER OF: <br />Al=W <br />A2 = W/2+0.H. <br />DOUBLE CARPORT <br /> <br /> <br />KNEE SRACE <br />(REQUIRED) <br />2" x 3' x 0.050" <br /> <br />POST SIZE <br />(SEE TABLE 2.2.1 AND / OR <br />TABLE 2.2.2) <br /> <br />PlATE TO SE SAME <br />nilCKNESS AS BEAM WEB <br /> <br />PlATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP <br />CUT <br /> <br />FASTENER SIZE. NUMBER <br />AND SPACiNG <br />(SEE TABLE 16) <br /> <br />BEAM IF REQUIRED <br />FOR KNEE BRACiNG 1/2 r- <br /> <br />, SLOPE <br /> <br /> <br />RIDGE CAP <br /> <br />RIDGE BEAM <br />(SEE TABLE 2.1.1 AND / OR <br />TABLE 2.12 USE 1'1/2 FOR <br />LOAD WIDni) <br /> <br />rW/4 <br />I <br /> <br />'1'//2 <br /> <br />CENTER SEAM CROSS <br />(SEE TABLE 2.1.1 AND / OR <br />TABLE 2.1.2 USE li4 FOR <br />END FRAMES AND I.J2 FOR <br />CENTER FRAMES) <br /> <br />POST (SEE TABLE 2.2.1 <br />AND I OR TABLE 2.22) <br /> <br />z <br />i <br />9 <br />'" <br /> <br />vv <br /> <br />; <br /> <br />W/41 <br />I <br /> <br />PAN OR COMPOSlTE <br />PANEL ROOF <br /> <br />3- x 3- <br />NOTCH POST TO RECEIVE <br />BEAM WlT11niRU-aOL T3 <br />(PER TABLE 2.3) WITW <br />LOCK NUT TOP AND <br />BOTTOM <br /> <br />r- li4 <br />i <br /> <br />GABLE CARPORT FRONT ELEVATION <br /> <br />I.J2 <br />LOAD WIDT11 FOR CE."ITER BEAM ,- <br />1 (SEE TABLE 2.1.1 AND 1 OR TABLE 2.1.2) I <br /> <br />li4--./' <br />I <br /> <br />- - - - - r- - - - -'- - - - - -- - -- <br />[I RIDGE BEAM -.J i I <br /> <br />== = == = == = = == = =1'= = == = == = == = == == <br /> <br />END BEAMS / <br />SIDE BEAMS <br />CENTER BEAMS <br />CENTER FRAME <br />END FRAME <br /> <br />/ <br /> <br />L <br /> <br />z <br />i <br />;. <br />'" <br /> <br />NOTE: <br />KNEE BRACES REQUIRED <br />IF POSTS ARE NOT SET <br />INTO CONCRETE <br />FOUNDA T10N <br /> <br />GABLE CARPORT SIDE ELEVATION <br /> <br />r <br /> <br />W- <br />, MONO-SlOPED <br /> <br />~ ovJE~G ~ I <br /> <br />. MINIMUM SLOPE SHAlL SE <br />'12' PER 12" EXCEPT FOR <br />0026" PANS FOR wtilCH <br />;-HE SLOPE SHALL BE 314' <br />PER 12" FOR SPANS <br />EXCEEDING' 2'.{)" OR <br />MANUFACl1JRERS <br />RECOMMENCED SLOPE <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />'2 <br /> <br />.. <br />N <br />llJ <br />... <br />~ <br />... <br />z <br />~ : <br /> <br />o:l , <br /> <br /> <br />bll <br /> <br />SHADING DENOTES <br />\W()MUM ROOF AREA <br />FOR COLUMNS AND <br />FOOTING <br /> <br />KNEE BRACE <br /> <br />SINGLE CARPORT <br /> <br />, SlOPE <br /> <br />112 <br /> <br />'2 <br /> <br />i W FOR BEMI SIZE " <br />I SEETABLE2.1.1ANO I <br />, OR TABlE 2.1.2 AFTER <br />COMP\JT1NG 'A' <br />LARGEST VAlUE <br /> <br />POST SIZE AND SPACING <br />PER TABLE 2.1.1 AND I OR <br />TABLE 2.2.2 <br /> <br />,"I0TE: <br />KNEE SRACES ARE <br />REQUIRED IF POSTS ARE <br />NOT SET iN CONCRETE <br />FOOTING <br /> <br />END VIEW SINGLE CARPORT <br /> <br />(/) <br />0-' <br />UJ<( <br />I:J <br />(/)z <br /><( <br />06~ (/) <br />(/)(/) -' <br />O=UJz~ <br />~O=OI- <br />O:J-UJ <br /><..)I-!:::O <br /><..)ON <br />O:JUJZ <br />i=O=oO <br /><(1-0_ <br />0.(/)01- <br />~N<..) <br />(/):J UJ <br />I-z (/) <br />0:_ <br />O~ <br />0.:) <br />0=-, <br /><(<( <br /><..) <br /> <br />.f- <br />W ~.. <br />. ~ N <br />a. .... .. <br />:;)N <br />U)e'l <br />:tnS Ii ~ <br />Q)U .~ <br />c:f-~"'t'D <br />c:~~~~ <br />Q)~<~~ <br />CIJ....~~~ <br />. ~"'!>J ~ <br />LlJ~55~ <br />"':I:~ <br />~:l:;gfuu. <br />'-'LUC"1...... <br />c llJ ~ CJJ <br />Q)~~... <br />... ~ (%I <br />::llJd <br />~~a: <br />-.Ja <br /> <br /> <br />OF 8 <br />