|
<br />~
<br />
<br />
<br />'" "" ""rTr '" '" 1M
<br />/'
<br />
<br />~
<br />
<br />/
<br />v~
<br />
<br />~~~
<br />/
<br />v/
<br />1/[//
<br />~t//
<br />//
<br />/
<br />V
<br />
<br />i~
<br />
<br />!r-
<br />
<br />~
<br />
<br />v-
<br />Ir---
<br />
<br />CD GABLE ELEVAT!ON wI TRIM OP~~~~"!1
<br />
<br />~ ~r---
<br />~I J1
<br />I~. ~/I i
<br />t
<br />Jf~
<br />
<br />t {-31f-~~~~ t
<br />ED GABLE ELEVATION with DOOR ~.~~~T
<br />
<br />NOTES:
<br />
<br />1, WHEN MONOLITHIC SLAB IS USED, THIS
<br />FLOOR FRAMING IS NOT REQUIRED
<br />
<br />2, ALL MATERIALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES,
<br />
<br />3. ALL LUMBER TO BE NO, 2 GRADE SPRUCE
<br />PINE FIR OR EQUIVALENT,
<br />
<br />4. THIS FLOOR FRAMING PLAN IS FOR THE
<br />MARCO WOOD PRODUCTS, INC, 10' WIDE GABLE
<br />
<br />5. IN THE EVENT OF A DIMENSIONAL OR
<br />MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
<br />PRODUCTS, INC.
<br />
<br />f
<br />
<br />-I f---
<br />
<br />'><-
<br />--- ,
<br />.---
<br />-
<br />
<br />24"
<br />
<br />~
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<br />/ I \
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<br />'\i/I
<br />
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<br />
<br />II
<br />/
<br />I
<br />I
<br />/
<br />
<br />~
<br />
<br />512' Max. To Fi,"S1
<br />Helix Anchor -
<br />Screwed Irto Roor Joist
<br />
<br />F-t4' -~
<br />
<br />ff "AILEDW,6dNAcSw:rOC OrlALl.SEAMS~TOP~
<br />eOTTOY EDGE (TO? & SOTTOM Of OPEN 'KiS) ~ U OC
<br />
<br />
<br />1/.. RJ~WAU.wfDOORO~Wlf~OON .~l.Ajl3'OC ON
<br />EOO ES Of OPWINO & INTEP~<fDAT'E SUPPORTS
<br />
<br />
<br />
<br />Uppcu Rooi P....'"
<br />
<br />414x3-1/4.Gcb'.T~ ~
<br />
<br />:z)( .( SPf Ci,bl, o..-oct,(F\g
<br />
<br />~i"lC;)...'f;?, Ci.:t:i.Trm
<br />
<br />4/4 )I' 3.1/2' HOfizonl.;l Cirt:i. Tr.m
<br />4f4)( 3-1:7 Over Doer Trim
<br />
<br />y~~ // r
<br />III~, 104f
<br />~~ I ~ vv I
<br />~ l/~ vV 71f
<br />,
<br />~~
<br />
<br />3J4" tIc OIOO'{. E..,d c~
<br />
<br />4(4. 't. 3-\!2" HOfilQ(1\:l Oocx R.."'Il
<br />
<br />-(
<br />
<br />4/.)( 3. Ill' v.(tf~ ex. Trim
<br />3iIY th:ck B" 0 c. S;f",~
<br />
<br />~
<br />~
<br />
<br />"
<br />""
<br />~ ",r--
<br />".... r--
<br />"",
<br />",r--
<br />!\.t\
<br />
<br />414x3-'i?C~dui
<br />
<br />4i"x3-1.I2'V.r1J(:.1Doct~f.f. ~
<br />
<br />4;. x 3-1,17 CaTa..T~
<br />
<br />~
<br />
<br />----'
<br />
<br />J
<br />
<br />. J= 31f -.r- 31r -f
<br />
<br />~
<br />
<br />120'
<br />
<br />CD GABLE ELEVATION wI TRIM OP~J.9~.~2
<br />
<br />- --:::.
<br />------
<br />
<br />~ - -
<br />- -- - - - - - - -
<br />- - - - - - - - ----
<br />---- - _.._--
<br />- ---- - - -_.-
<br />----------
<br />--_._-----
<br />
<br />-=- - -- - -:..-.. - - --:'---=- - -.....:-1
<br />
<br />---
<br />
<br />~I ~~
<br />! I~ l7
<br />IU{I~
<br />~I m
<br />
<br />~
<br />
<br />CD
<br />
<br />I
<br />t ~ 31f -t- 3lf -f 1
<br />EAVE ELEVATION with DOOR CENTERED
<br />
<br />EiCAlE 1/4'.. \'(1
<br />
<br />------
<br />I::- = -- -_ --
<br />
<br />1----
<br />
<br />1-----:..;
<br />
<br />----....;: -------:'---=-.::----------::
<br />
<br />- -- -.-- - -- ---=-1
<br />
<br />~w
<br />
<br />,
<br />~~
<br />
<br />1 t= 3lt
<br />CD EAVE ELEVATION with DOOR 9!~~~T
<br />
<br />T
<br />1
<br />
<br />31f-f
<br />A
<br />
<br />1
<br />
<br />---
<br />
<br />"
<br />
<br />2.4 P,T, BOND BOAP.D (TYP)...
<br />/ SECURE BOND@CORNERS
<br />W!3-16d NM..S
<br />
<br />/
<br />
<br />
<br />/ 2x4 P.T, JOiSTS@J 1 6"O,C, (TYP)..,
<br />SECURE JOiST TO BOX Sill.
<br />W!2-16d NAILS @ EACH JOIST
<br />
<br />
<br />4)(4 P.T, RUNNERS (TYP)".
<br />TOE NAIL FLOO~ JOIST TO RUNNERS
<br />W/2,12d NAIlS@JEACHJCIST/RUNNER
<br />IN T E RS ECTION
<br />
<br />i \
<br />
<br />I'\.
<br />1/"
<br />-, //',
<br />-""""'- "'-
<br />
<br />
<br />7\
<br />;' 1\ // /
<br />//!\ 7
<br />
<br />I \ I
<br />
<br />, I I / /
<br />\/ ; \.v
<br />
<br />5(8' OSB OR COX 'ffiEATED P\..WICXJO
<br />SECURE FLOOR DECKING
<br />TO FLOOR JO'oST
<br />W led NAILS @J 6" O. C.
<br />@ EDGES &. 1 z: O,C,
<br />@ INTERMEDIATE SUPPORTS
<br />
<br />.....
<br />
<br />,
<br />I \
<br />/ \
<br />I ,
<br />
<br />I
<br />
<br />\ i I
<br />
<br />\ I I
<br />\iI
<br />
<br />\
<br />
<br />\
<br />
<br />00'
<br />
<br />'.1
<br />r
<br />15"0,0.
<br />Typ-
<br />.I
<br />~ II ---J
<br />1/ 1&'\
<br />I -L
<br />~("1 ' .
<br />
<br />
<br />'- - ~ SEE FLOOR FOOTING DEATIL
<br />
<br />II \
<br />
<br />120'
<br />
<br />(1) FLOOR F~~~~1~9
<br />
<br />5!8' OS8 0' cox TREATED P\..WICOO
<br />FLOOR DEC>:
<br />SECURE FlOOil DECKl~
<br />TO Floo~ JOIST
<br />W;8<J NAiLS @ !l' OC,
<br />@EDGES801Z'OC,
<br />@INlERMEDIATES\.lPPO?,lS
<br />
<br />2.4 P,T, JOIST@ WOC.
<br />SECURE JOIST TO BOND BOARD
<br />Wi2.16d NAILS @EACHJOIST
<br />
<br />~
<br />~
<br />
<br />"
<br />
<br />4 X 4 p, T, RUNNE.'1S
<br />TOE NAIL flOOR JOIST
<br />TO RUNNEHS W/2.12d
<br />NAILS @ EACH JOlSTI
<br />RUNNER INTEHSEC nON
<br />
<br />PRESSURE TREATED WCXJO SHiVS
<br />FOR lEVEW>lG \\'HEN NECESSARY
<br />
<br />"111111811J,rr
<br />-==111 I .
<br />jlll~!
<br />
<br />4' X 8' X , 5' SOUD CONC. 8lO:::K
<br />@ 7Z' O,C, (TY?) @ EACH SKID
<br />
<br />/[%
<br />~/
<br />
<br />./
<br />
<br />SHEATHING GRADE 3i8" EZ PA\iEl
<br />NAILED w;ad NAILS@3'OC,ONALLSEAMS80TOP&.
<br />BOTTOM EDGE (TOP 80 BOnOM OF OPEN:NQS) 80 6" O.C.
<br />@ INTERMEDIATE SUPPORTS. \f~ SHEARWALL VALvE)
<br />
<br />ZX 4SPF STUD@24'OC,
<br />
<br />Z )( 4 S PF BOTTOM PlATE
<br />
<br />2' NAILS EVER'! :)"
<br />ANGLED INTO FLOOR
<br />FRA'-'E. II? FROM EDGE
<br />
<br />l/Z' X 2.112" LAG SCREW INTO FLOOR JOIST
<br />WI2'X2"XlIS" FENDER WASHER
<br />
<br />2 x 4 P.T, BOND BOMD
<br />
<br />-=-N
<br />
<br />lXJ
<br />
<br />/
<br />
<br />30" SINGLE HElIX ANCHOR
<br />MOOEl MTE-30 AS MFD,
<br />6Y nEDCWN ENGINEER, A TIANT A GA
<br />WITH IN 24" +/- OF CORNERS 80 7Z' +/. O.C, MAX.
<br />OR AS REOU!ilEO BY lOCAL COOE
<br />30 DEGREES TO VERTICAL IN 11115 PLANE (TYP)
<br />
<br />.~. ~., ~', ':.~ :
<br />,,/ " ~'
<br />'" .... ,.
<br />
<br />IIII1
<br />. im~l~.
<br />1I~,'iiIIF
<br />
<br />NOTES:
<br />1, WHEN MONOLITHIC SLAB IS USED, THIS
<br />FLOOR FRAMING IS NOT REQUIRED
<br />2. ALL MA TERlALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES,
<br />
<br />3, ALL LUMBER TO BE NO, 2 GRADE SPRUCE
<br />PINE FIR OR EQUIVALENT
<br />
<br />4, THIS FLOOR FRAMING PLAN IS FOR THE
<br />MARCO WOOD PRODUCTS, INC, 10' WIDE GABLE
<br />ANY DEVIATION OR MODIFICATlON
<br />IS STRICTLY PROHIBITED
<br />
<br />5. IN THE EVENT OF A DIMENSIONAL OR
<br />MATERIAL DISCREPANCY, NOTIFY MARCO WOOD
<br />PRODUCTS, INC,
<br />
<br />CD WOOD FLOOR FOOTING ~!~~L
<br />
<br />NOTE:
<br />
<br />F~ EXTERIOR WAllS GREA TEA
<br />THAN 15 ftAlWISE BLOCKlN<3 REQ~ @ PANEl
<br />JOINTS, SECURE BlOCKJ~ 1'1.'2-16<1 NAIlS
<br />EACH END, PANEL JOiNT IN CENTER 1.13 Of WALL
<br />
<br />r
<br />
<br />
<br />
<br />
<br />2><4/ 2x6 DOUBLERS" r:J.
<br />~ AnACHED TO TOP PlATE _ ~ 1048
<br />USING 16<1 NAILS@12"0.C.
<br />ON All FOUR (4} WAllS TYP, 72"
<br />
<br />F18tROlASS SHI~,GLES
<br />SECURE SHINGLES ro ROOF 9. /
<br />DECKlIlG wi (511.1,... r:.<i.V. AQOfINO t<Ar..9 /
<br />
<br />~IQ' ose or n PAHaG=o\
<br />OLUEO r. NAiLED ~
<br />(121 'r I<Ai\.8@3'OC.
<br />
<br />I
<br />
<br />211: 4 SPF atOl. C<:xv1ectct
<br />2ll. . SPF 00ubl..
<br />2'( 4 SPF TOp ~.r:.
<br />
<br />2.4SPF_
<br />
<br />2 . e SPF [Xo.;!:Ior
<br />
<br />/
<br />---L-:J.~t;T --
<br />:7"_---..::-::..::-_8 ap yp.:,::
<br />:.:------ -.---
<br />--_--:...::-_-....;: ---....;:
<br />. -
<br />
<br />lcv..( ROQ~P.Yl"O
<br />
<br />04/4 J( 3.lft! ra:;Q~
<br />
<br />"
<br />f-- - -
<br />~ .?! ~~p Typ _---=-~~- _-::
<br />~ - -=- - - - - - - --:...:-:----=-
<br />-. ..
<br />
<br />4i4J(3.\i4'Coo-,<<T~ ~
<br />
<br />D.or H;r,d. ~
<br />
<br />
<br />3iQ'lhl<~IToo.S!:it'g-
<br />
<br />:lilT ose 01 EZPA>iElGu~
<br />OWED & tlNLED WTT'H
<br />(12) 'r I<A!LS@3'O.C.
<br />2 lC " SPF Ollb:. Cc;nr,edl;:J'
<br />I x4 S?FCot'..1it
<br />2x4SPF Bt.Jil\Vprrack~
<br />wj3,:8" PaMI Fire' CtnT", Nn~ed
<br />Info Top Pl'at'll'slng (2) 1Ctt:J N.llI:s
<br />t~h Nar~d Inta ~..lr.ing
<br />(;?} tOd3' N.!seotd'l
<br />2. 4 SPf!1a.'lor
<br />
<br />2 x .. S-PF Dctb'iW
<br />2x" SPF Top ~n
<br />
<br />Roll Up QQOI Ii ac~ Md br;d<.ft ~~:f
<br />r!$~.redusing (5) 1(4"-10lC j'lPQ:;alM'l
<br />
<br />2. 4SPF~d
<br />
<br />2)( .. $PF Bott::m p.~
<br />
<br />'"
<br />
<br />- ---
<br />
<br />t
<br />
<br />1D4r
<br />
<br />3f
<br />
<br />1
<br />
<br />2.4SPfDol1= Pi"" ~ l'-
<br />
<br />2STUDSTYP,@ ~ "'-
<br />CORNERS EAC1WIAY '"
<br />
<br />2)(.. SPFS\Jd
<br />
<br />4f
<br />
<br />71f
<br />
<br />
<br />J
<br />J
<br />
<br />1,
<br />1
<br />
<br />"-
<br />~
<br />
<br />A
<br />
<br />J
<br />
<br />--'
<br />
<br />54"
<br />120'
<br />
<br />J
<br />
<br />CD EAVE ELEVATION w/~,9?"R
<br />
<br />CD GABLE FRAMING with DOOR CE~~:~.~P
<br />
<br />"
<br />.>~
<br />V
<br />
<br /># 4 Bar 3" FROM TOP 80 BOTTOM
<br />
<br />4'CONCRETE
<br />
<br />6X6 10110 WIRE MESH
<br />OR FiBERMESH
<br />
<br />.' CO~&'ACTED
<br />SAND OR GRAVEl
<br />SEE NOTE 4
<br />
<br />I
<br />I
<br />"'I
<br />
<br />2.~ SPF Htodor
<br />Top p(ilt. fs r.moved OJ1d ~iI!t?d'1td
<br />on toP at held"" Th~. Is ~'. b'
<br />non"{o;ld bfaling wal'~,
<br />:1<'1 2>9 ~Clb'",
<br />Af"",hod To T'Il Pi.,.
<br />U,lng 1 tld N.r. ~ 12' 0 0.
<br />On Ail Four (') WIi'. T>'P.
<br />
<br />~
<br />~n~
<br />
<br />~it- ~
<br />~~
<br />r
<br />
<br />104"
<br />
<br />Simpson LSTA9
<br />Stud 10 Top Plaia wi\h
<br />(8) 4d Go!v, l-1/Z' Joiol Not""
<br />
<br />~
<br />
<br />~y.,~
<br />~
<br />
<br />>---
<br />
<br />'"
<br />
<br />NOTE;
<br />ROLL-UP OOOR TO BE
<br />INSTAllED PER JANUS
<br />INTERNATIONALCOi'iP.
<br />INS TRUC nONS fOR 111E 750
<br />SER'ES DOOR
<br />
<br />
<br />
<br />..,-,.. i ~
<br />
<br />
<br />wlB-4d 1.1/2'Gaf'{,J~;1,Na~s ~
<br />Or (qu" F.. Up Tolr35, Upldt "
<br />
<br />-.....
<br />
<br />68"
<br />
<br />v
<br />
<br />/
<br />
<br />Doubl.d 2. 4 SPl' 5\Jd
<br />
<br />CD
<br />
<br />t 120' t
<br />GABLE FRAMING with DOOR ~~~~T CD
<br />
<br />;;;:;;;
<br />
<br />,-
<br />'1
<br />
<br />-~l
<br />1
<br />EAVE FRAMING with DOOR CENTERED
<br />
<br />A
<br />
<br />;;;
<br />1"--
<br />
<br />1
<br />
<br />CD
<br />
<br />,}
<br />EAVE FRAMING with DOOR OFFSET
<br />
<br />A
<br />
<br />NOTE:
<br />
<br />1, THIS WALL PLAN IS GOOD FOR lliE 10' WIDE GAELE
<br />ONLY. ALL MATERIAL AND LABOR SHALL
<br />MEET OR EXCEED APPLICABLE LOCAL CODES,
<br />
<br />~Il
<br />I
<br />I r LINE OF OVERHANG FROM 2 x 8 OOUBlEl1
<br />
<br />1/
<br />
<br />}
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />l
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />1/
<br />
<br />A
<br />
<br />5/S' OSS 01 CDX TREATED PlWI~
<br />FLOOR DECKIN<3 AS REO.
<br />SECURE FLOOR DECKI~
<br />~TO FLooil JOiST 1'1/100 NAILS
<br />@4'OC,@EDGES12'0.C.
<br />@ INTERMEDIATE SUPPORTS
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />",.--1
<br />
<br />......
<br />....---
<br />.....
<br />
<br />I \I
<br />12' -f- 15" -if '.
<br />"
<br />"
<br />"
<br />"
<br />
<br />II II I
<br />I /
<br />54" 1\ ,/ .f- 15" -+ sf
<br />/
<br />I \ / ~
<br />I \ /
<br />I \ /
<br />116f ,/
<br />
<br />120"
<br />
<br />CD TYP. WALL FRAMIN~E~~~
<br />
<br />NOTE:
<br />EZ PANEL USED FOR Uf1JfT
<br />&. SHEA? CLIPS NOT REO.
<br />EXCEPT @ OPENiNGS
<br />
<br />~
<br />
<br />SHEATHING GRADE 3i8"EZPANa
<br />NAILED W/8<J NAILS @ 3' O.C, TOP & BOTTOM
<br />EDGE (TOP 80 BOTTOM OF OPENINGS) 80 6"O.C,
<br />@INTERMEDIATESUPPORTS, (FOR SHEMWALL VALUE)
<br />
<br />2X 4 SPF STUD@24'0.C,
<br />
<br />1/2" WEDGE ANCHOR BOLT 'J(]' OC, ~li2"lONG
<br />(".or ou'or opproYed fasten",,,,)
<br />
<br />/
<br />
<br />~~ ~
<br />""'~ ~~
<br />, ~' , '~' "~ I' '
<br />:... - ~ --. :-:,-t:..- ,- - - ,';;?, --.... 6" To Sheathing
<br />b. ' , b.." , .. b, ' \, _ . _
<br />~:,:'r:"" ,.:;:':i"'')ol,~..~~,:,~.~, \ ' ,\ ~'~IIIIIII!~lIT[rW.
<br />,J,; I'.,.. f~'. \." . ,..~,~ ", ".f'~... I
<br />'~"i~',;.,,J,:.:.;,,,,,.:,,,;,:,,,,'l';""':~':;, \ I - - I I
<br />
<br />I ~IIIII~ "', . 1111'
<br />,dill J" ~.tlIl\' '/ 11'12"M".
<br />-. ".~ /. ~ Inlmlum
<br />(lo-_
<br />TYPICAL MONOUTH'C SlAB - /); J
<br />SECTiON ALLAF\()(;ND "
<br />SEE NOTE 1 ~ 12" --f
<br />
<br />2 X 4 SPF BOTTOM PlAre
<br />2X4 P,T, SILL PLATE
<br />
<br />2' NAlLS EVERY 3'
<br />ANGLED INTO FlOOil
<br />fRAME. 11Z' FROM EDGE
<br />"
<br />
<br />*** (1) Anchor Minimum On ***
<br />Each Side Of Door Opening
<br />
<br />CD MONOLITHIC CONCRETE SLAB ~!!~~L
<br />
<br />NOTE:
<br />
<br />SECURE ROCI' DECKI~ Wi8d
<br />COMMO~ ~ 8d HOT DiPPED NAILS
<br />@ 3'OC, @ EDGES & O' OC,
<br />@ INlERMEO\A1E SUPPORTS
<br />
<br />or
<br />~
<br />(
<br />
<br />I
<br />l~
<br />~
<br />I
<br />-I.
<br />: '~
<br />l/~I
<br />-I
<br />
<br />8 "'"",LDm,
<br />
<br />il 24"oc.
<br />I Typ-
<br />
<br />
<br />H
<br />
<br />I 24'
<br />
<br />~J
<br />
<br />'IX4 COllAR TIE
<br />!SECURE COUM nES
<br />no RAFTERS W/4-1Gd
<br />t NAILS (2 NAILS EACH RAFTER)
<br />
<br />"-
<br />
<br />I<-~
<br />
<br />1, WHEN FLOOR FRAMING IS USED, THIS
<br />MONOLITHIC SLAB IS NOT REQUIRED
<br />
<br />2, ALL MATERIALS AND LABOR SHALL MEET OR
<br />EXCEED APPLICABLE LOCAL CODES,
<br />
<br />3, UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR,
<br />M6 A.S,. MIN, REBAR LAP = 20".
<br />
<br />4, THIS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />MARCO WOOD PRODUCTS, INC 10' WIDE GABLE
<br />ANY DEVATION AND MODIFICATION
<br />IS STRICTLY PROHIBITED.
<br />
<br />==
<br />
<br />1 x" PINE Cd':iW'It.
<br />
<br />~:IT ose or El PAtlEl av.-....
<br />GLUED & NAll.EO WITH
<br />(1~ 1'1/'rIWLS
<br />
<br />2x04SPFRiJ:!".er ~
<br />
<br />h8SPFOc<.it/nr
<br />
<br />2 x... SPFTop ~~
<br />
<br />~
<br />
<br />2 . 4 SPF StJd
<br />
<br />~
<br />
<br />2)C'" SPF 8ct1rm Pl'n
<br />
<br />"
<br />
<br />ANCHORS 'J(]' O.C.
<br />AS REQO
<br />ANC HORS 7Z' 0 C,
<br />
<br />~
<br />
<br />J U
<br />CD
<br />
<br />A
<br />
<br />I
<br />
<br />Simpson H20
<br />Raftar 10 Slud vrf
<br />(to) 4d HIa'GaV Jolsl Nan.
<br />
<br />HZ.5
<br />
<br />
<br />~~
<br />
<br />J<.. :Woc +- 24' J
<br />'1 Typ. ']
<br />
<br />1,~t
<br />
<br />I
<br />
<br />71f
<br />
<br />
<br />J
<br />I J
<br />
<br />EAVE FRAMING wlo DOOR
<br />
<br />SCALE. 1/.... 1'.()'
<br />
<br />518" x :!' x 7Z' HEADER APPLIED TO INSIOE
<br />OF BVlLOi~ CONNECTING TOP A\iD
<br />BOTTOM PU. TE ABOVE DOOf\ OPENi~
<br />WHEN DOOR IS INSTALLED ON EAVE sloe
<br />
<br />/
<br />
<br />~
<br />
<br />;==
<br />
<br />7~
<br />
<br />J
<br />
<br />t 1 1~~ I k
<br />INTERIOR VIEW OF ROLL.UP DOOR
<br />CD FRAMING & TRACK INSTAL~~~?,~
<br />
<br />~~
<br />
<br />.~
<br />
<br />
<br />Simpson SP4
<br />w/f}4d 1-1/Z'Galv,JoIslNof-s"
<br />O. Equlv, 1'01' Up To 735# UplJf1 '\
<br />
<br />SCoAJ.E. 1:'-.1'..0'
<br />
<br />FIBERGlASS SHINGlES SECURED
<br />TO ROOF DECKING 1'.'/1 1/4' ROOF NAIlS
<br />
<br />, ,LAYER 1&# FElT
<br />
<br />,~
<br />'\..
<br />
<br />7/16" O5B ROCI' DECKING
<br />SEE ROOF FRAMiNG DETAIL
<br />
<br />2 . 4 SPF RAFTER
<br />
<br />, r
<br />
<br />1X4 FASCIA BOMD
<br />SECURE mlM WIHld
<br />NAlLS@ EACH RAFTER
<br />
<br />.~M
<br />SECURE RAFTERS TO
<br />TOP PLATE WISIMPSONS i""- "'---
<br />H2.5WlI0-6dNAJlS ' ""-
<br />OR EQUIV, fOR 41S"
<br />UPUFT ~ S :MPSON
<br />H1 W,o-8d NMS
<br />FOR 400# (;PUFT
<br />ONE ON EACH SIDE
<br />OF RAFTERS
<br />
<br />2 x 8 SPF DOUBl.ER
<br />
<br />2 X 4 SPf TOP PlATE
<br />
<br />SHC..ATHN3 GMDE 3/6" EZ PAM:L
<br />BOARD NAILED WI8d NAilS @
<br />3' D.C. TOP & BOnOM
<br />EDGE (TCP 80 BonOMOF
<br />V OPENIN3S) 8offO C.
<br />@ l'{fERMEDV\TE SU'POffiS.
<br />
<br />FOR IV ALlI'iITH DOOR
<br />NAIL 2' 0 e.
<br />
<br />PLYWOOD USED FOil UPUFT
<br />80 SHEAR CUPS NOT REO,
<br />EXCEPT @ OPENINGS
<br />
<br />/ 2 x 4 SPF STUD 24' O,C, TY!',
<br />
<br />I ~ 2. 4 SPF OOnOM PlATE
<br />
<br />
<br />.=
<br />
<br />(f) WALL S~~~I?<7N
<br />
<br />NOT E: -.....-^ ,-
<br />EZ PANEl US ED f~ UPIJFT
<br />& SHEAR CliPS NOT REO. /
<br />#4 Ba.3" FROM TOP 80 BOTTOM ~CEPT @O?ENINGS
<br />2x4P.T,JOISTS@I5'OC. ~ /
<br />
<br />4' CONCRETE ~ '" /
<br />6X6 10/10 WIRE MESH ~ ""
<br />
<br />::~:A::: ~" ,,~ " :xib(
<br />SAND OR GRAVEl ~"'" "'1.
<br />SEE NOTE 4 I I~ ~ '" IX!. i (...
<br />~ - ...:.~-. ~-i>-"':" - -'~~.....;,
<br />b. ' "'\.,,, , . bI-....' " b~ ''I
<br />~,;';>,':~;::,~'i.~':~,>>\~'~~ \' . , (~
<br />r; ,; ,,'" ...'"", . ", '~~,7',,\ \
<br />,."'-..'."...:.' ',.., ~~'I;I~ ~: 't>@/' ~
<br />'I:; 1>---
<br />mICAl MONO\JTH!C SVd . /);
<br />SECTION ALL AROUNO
<br />SEE NOTE 1
<br />
<br />~ 12" --f
<br />
<br />6'>< 24' 318" 056 or EZPA'IElGUSSET
<br />DP, BOTH SIDES AS SHOW'N
<br />
<br />~
<br />
<br />"' Door on eevQ woM
<br />"-- H2,S v.1Q b. um
<br />above I~a door.~
<br />(9) 4d Galv, 1-1}Z' Joist Nails
<br />
<br />~
<br />
<br />SCML: 1[4". t'J.1
<br />
<br />..l~
<br />..L
<br />
<br />h
<br />iP-- 3/8'
<br />H
<br />~
<br />J ~
<br />_L _ _ _ _
<br />... 0 0 0
<br />
<br />
<br />
<br />L 3/4"
<br />SINGLE NAIL EDGE SPACING
<br />
<br />.
<br />
<br />~
<br />~.I~
<br />.~S'
<br />. .
<br />. .
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />24"
<br />
<br />3/8" OSS or EZ PANEL Gusset
<br />GLUED & NAILED WITH
<br />(12) 1-1!2'NAILS
<br />
<br />CD RAFTER S~~~!?"N
<br />WALL CONSTRUCTION NOTES:
<br />
<br />1. PLYWOOD PANELS SHALL BE INSTALLED
<br />WI FACE GRAIN PARALLEL TO SlUDS,
<br />
<br />2. ALL HaRZ, JOINTS SHALL OCCUR OVER
<br />FRAMING. FlATWISE BLOCKlNG SHALL
<br />BE USED AT ALL HORZ, PANELJOINTS,
<br />
<br />3, PANELS SHALL BE ATTACHED TO BOTTOM
<br />PLATES 8. TOP PLATES,
<br />LOWEST PLATE SHALL BE
<br />ATTACHED TO FOUNDATION (OR BOND
<br />BEAM) WI NAiLS OR CONNECTORS OF
<br />SUFFICIENT CAPACItY TO RESIST THE
<br />UPLIFT DEVELOPED IN THE PLYWOOD
<br />SHEATHED WALLS,
<br />
<br />4. WHERE WINDOWS 8. DOORS INTERUPT
<br />PLYWOOD SHEATHING, FRAMING ANCHORS
<br />OR CONNECTORS SHALL BE USED TO
<br />RESIST THE APPROPRIATE UPUFT LOADS.
<br />
<br />3'Typ.
<br />
<br />, 5"
<br />,-C Typ,
<br />")<-
<br />
<br />.,r.f- 3-ryp
<br />
<br />C!D
<br />
<br />WALL PANEL TYP.
<br />NAIL PATTERN
<br />
<br />NOTE:
<br />
<br />1, THIS WALL PLAN IS GOOD FOR 111E10' WIOE GABLE
<br />ONLY, ALL MATERlAL AND LABOR SHAll
<br />'-'EET OR EXCEED APPlICABLE LOCAL CooES,
<br />
<br />=,
<br />
<br />..
<br />
<br />I
<br />
<br />2'~SPf~!;" ..-/
<br />
<br />
<br />I
<br />
<br />!/
<br />
<br />I
<br />"h 2.5SPFOc<.it/..
<br />
<br />24"
<br />
<br />I
<br />i
<br />
<br />I
<br />I
<br />
<br />""-- 1.4 PINE Cd4n.
<br />
<br />
<br />i
<br />
<br />24' DO.
<br />Typ,
<br />
<br />A
<br />
<br />I
<br />
<br />I
<br />
<br />~ 2.4SPFR.:&r
<br />
<br />I
<br />
<br />
<br />:l,1J W8 or EZ PAll I Gu""
<br />~ GLUm & I1Nlf~1TH
<br />(1211.1,'2'IW.jl
<br />I
<br />
<br />*** (1) Anchor Minimum On ***
<br />Each Side Of Door Opening b
<br />On Gable Side of Building
<br />
<br />NOTES "JJ wJ-mcr 1 . , 05
<br />
<br />1, ALL MATERIALS AND LABOR SHALL MEET OR - ~
<br />EXCEED APPLICABLE LOCAL CODES, Richard Kozlowicz, P.E,
<br />2, UNLESS OTHERWISE SPECIFIED OR SURPERSEDED 7162 GLENBURIN:e lANE
<br />BY APPLICABLE LOCAL CODES, MATERIAL TO BE CLAflKSTON. MI -48348-
<br />3000 PSI CONCRETE, A615 GRADE 60 REBAR. (2J~~~~.;s~AX
<br />A36 A.B" MIN, REBAR LAP = 20'.
<br />FLORIDA REG. #31559
<br />
<br />t
<br />
<br />',LL \VORK ~HALL Cv.,1(L Y WITH ALL
<br />i'iU: V AlL1"\JG CODES, FLORIDA BUILDING
<br />CODE. NA 110NAL ELECTRlC CODE MT
<br />cn'Y OF ZEPHYRJ UUS ORDINAJ'\\F"
<br />
<br />/111'/ p~ /;>>JTb"
<br />
<br />SHEATHiNG GRADE 3/8' EZ PANEl
<br />NAlLEOWf8<J NAlLS@3"OC, TOP&. BOTTOM
<br />EDGE (TOP &. BOTTOM OF OPENINGS) 8.!l' O.C,
<br />@ INTERMEDIATE SUPPORTS, (FORSHEARWALL VAlUE)
<br />
<br />2 X 4 SPF STUD @ 24" O.C,
<br />2)( 4 SPF BOTTOM PlA IE
<br />
<br />3I4'111ROUGH BOlT "OR" lAGSCREW
<br />
<br />SIMPSON #HDSA CONNECTOil
<br />
<br />5i8" 0' 3/4" WEDGE ANCHOR BOlT 72'0.C. e.l/2"LONG
<br />(".or 0\11", epp'O"/ed laslQner".)
<br />
<br />..
<br />...
<br />6" To Sheathing
<br />
<br />"111f1W
<br />
<br />111'
<br />120 Minimium
<br />J
<br />"
<br />
<br />(J) WOOD FLOOR ON CONCRETE SLAB ~T~lL
<br />
<br />:
<br />
<br />r
<br />
<br />I
<br />
<br />1
<br />i
<br />
<br />...........
<br />v= 7/IUWBAOOfPANEl. I
<br />
<br />I I
<br />
<br />,
<br />
<br />I
<br />
<br />NOTE: V
<br />EZPANELUSEOFORUP\..lfT -0
<br />80 SHEAR CLIPS NOT REO.
<br />EXCEPT@ OPENI.NGS
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />124'
<br />
<br />CD ROOF FRAMIN~E~~~
<br />
<br />3, n-llS MONOLITHIC SLAB IS DESIGNED FOR THE
<br />MARCO WOOD PRODUCTS, INC 10' WIDE GABLE,
<br />ANY DEVATION AND MODIFICATlON
<br />IS STRICTLY PROHIBITED,
<br />
<br />Depth Dim. "A'
<br />Gable Style
<br />10'-0' wide by:
<br />(6'~" Side Walls ONLY)
<br />
<br />NOTES:
<br />
<br />1, THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTlON OF THE
<br />SHOWN STORAGE BUILDING, IN THE EVENT OF DIMENSIONAL DISCREPANY,
<br />NOTIFY THE ENGiNEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM
<br />THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER
<br />
<br />2,FOOTiNG DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P,S.F,
<br />
<br />-.
<br />
<br />3, MATERIAlS
<br />
<br />ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT,
<br />ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF
<br />APA SPECIFICAnONS,
<br />ALL CONNECTORS/FASTENERS AND ITS SPACiNG SHALL MEET
<br />THE APPLICABLE CODES,
<br />ALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES
<br />O.S.B DECKING: ORIENTED STAND BOARD f.S MANUFACTURED
<br />BY LOUISIANA-PACIFIC COMPANY, PORTLA.ND, OR,
<br />
<br />4, THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATlON
<br />
<br />EDGE ON JOIST
<br />l' }- S'Typ
<br />
<br />+-
<br />J
<br />
<br />+-"
<br />J'
<br />
<br />ex:
<br />~,
<br />
<br />:a ,
<br />ii
<br />lJJ
<br />Q. ,
<br />lJJ
<br />Cl "
<br />en
<br />5 .
<br />o
<br />
<br />t ~y~. -i
<br />
<br />"S'Ty?
<br />
<br />CD
<br />
<br />ROOF PANEL TYP.
<br />NAIL PATTERN
<br />
<br />OUTSIDE PERIMETER
<br />
<br />FLOOR PANEL TYP,
<br />CD NAIL PATTERN
<br />
<br />NOTE
<br />ALL \iVlNDOWS ARE ENGINEERED TO BE
<br />INSTALLED BElWEEN 24"O,C, STUDS "ONLY"
<br />VVHICH REQUIRES NO ADDITIONAL
<br />STRUCTURAL FRAMING
<br />
<br />NAIL SIDING WITH 2" NAILS EVERY 3" AROUND
<br />THE VVlNDOW CUT OUT
<br />
<br />SECURE ROOF DECKING Wi8d
<br />COMMON OR ad HOT DIPPED NAILS
<br />@ 8' O.C. @ EDGES 80 O' O.C,
<br />@ INTERMEDiATE SUPPORTS
<br />80 4' o,c, @ GABLE ENO WALlS
<br />I OR GABLE TRUSSES
<br />
<br />
<br />24"
<br />
<br />-1
<br />
<br />~~~ ~"
<br />~24"--t~~
<br />! ~-~ 72' ~~
<br />~ ~ 1 1 ~ ~
<br />~~ SECURE RAFTffiS TO !2 ~
<br />TOP PLATE W,SiMPSONS /
<br />H2.5 1'1/1 O.4d 1-1,12" NftJLS
<br />OR EQ'Jr/, FOR 4tS"
<br />UPlIFT OR S:MPSON
<br />HI Wl0.4d \.1to2"NA:LS
<br />FOR 490# UPUfT
<br />1 ! ONE ON EACH SIDE
<br />OF RAFTEHS
<br />113'
<br />120'
<br />
<br />Jl
<br />
<br />C) RAFTE R S~2~?"N
<br />
<br />-r
<br />
<br />, X4 COLlAR TiE
<br />SECURE COUA'\ TIES
<br />TO RAFTERS 1'114.16<1
<br />NAILS (2 NAILS EACH RAFTER)
<br />
<br />t
<br />
<br />-.....
<br />
<br />NOTES:
<br />1, Approved Shingles installed per manufactures instructions, 6 nails
<br />per shIngle
<br />2. Dripcoge must overlap 2" and nailed every 12' max,
<br />3, H clips aro used bermen overy rafter between the upper and lower
<br />roof panels
<br />
<br />DESIGN CRITERIA:
<br />
<br />Design Code:
<br />Wind Speed:
<br />Exposure:
<br />Wind Importance Factor:
<br />Internal Pressure Coefficient:
<br />Compo & Cladding Design Pressure:
<br />Roof Live Load
<br />Floor Live Load
<br />
<br />FBC 2004 @
<br />130 m p h
<br />Exp,S
<br />O,87@
<br />0.55
<br />30 PSF
<br />36 PSF @
<br />30 PSF
<br />
<br />MA TERIALS:
<br />
<br />Roof Sheathing:
<br />Wall Sheathing:
<br />
<br />7/1611 Rated 24/0
<br />3/8" Siding Rated 24/0
<br />
<br />A
<br />
<br />Was 2001 FBC and Sect. 1606 for wind losd. Was ,77
<br />importarlce factor, Added roof & floor live loads,
<br />
<br />10-11-05
<br />
<br />RXM
<br />
<br />@
<br />
<br />Rev,
<br />
<br />Date
<br />
<br />By
<br />
<br />Revision
<br />
<br />TO WHOM IT MY CONCERN
<br />THIS STRUCTURE IS
<br />DESIGNED IN CONFORMANCE
<br />WITH SECTION 1609 Of THE
<br />2004 flORIDA BUILD:NG CODE
<br />FOR W1ND lOADS. ANY
<br />DEViA 110N FROM 111 ESE
<br />PlANS REQUIRES APPROVAL
<br />OF THE ENGINEER
<br />
<br />~M!!~~
<br />
<br />HA~l/lY~:i '-"~w.'( "u(l('(l,kO "II:
<br />~8ob\fl'S ~ L]~!"?:',..! D
<br />
<br />101-0" WIDE
<br />GABLE STYLE
<br />
<br />~~"T.SS
<br />C400 E. I I ~"'" Ao.d
<br />WlI.l'ltt'l, MI 4;0091~I01
<br />
<br />""',...
<br />
<br />Scott a,eilfald
<br />R x Me..:..
<br />
<br />L r<< f\1o, ~'<JI
<br />
<br />Oct. 11,2005
<br />HE! 1 of 1
<br />
<br />rot'H,'f
<br />
<br />"'" As Noted
<br />16'-0"
<br />
<br />{OC(l)-4J7.0~
<br />
<br />8'.0' Base
<br />
<br />1 O'.On Base
<br />
<br />12'-0'
<br />
<br />14'-0"
<br />
<br />18'-0"
<br />
|