HomeMy WebLinkAbout00-9832
I.
BUILDING PERMIT
~
~b
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788-6611
-D
~:2'J
PLUMBING
Permit
09832
,If) -I<;J~{) 2)
---
/go
BUILDING
Jit
Date
Job Address:
Parcell.D. #
MECHANICAL
Sewer Conn
Water Conn:
Lt,p
Zoning:
Descriotion of Work
cf--
NO OCCUPANCY BEFORE C.O.
FINAL_ 2.--1 ~ -11
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O, _
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
5R.
Valuation or
Contract Price
I~ iJ. Ol)/) -
,
Permit Fee i 'ft. - ;:3
c;s~;~~. ~~.;.~
Company
Address ?c; Y/ ?;e~4 ~~(
~pho ::-.... ... 3/ 8""
City License Registration # ~ ~ :2-
State ~ertified Li~en,se#
BUILDING
ELECTRICAL
PLUMBING
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In / /- .2/-00 g F
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set /j...2L-otJ.BB
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
, ,
l\PPLICl\'l'IOU F'OR PERMIT
CITY OF ZEPHYRJIILL9
BUILUIN9 UEPAR1MENT
,
/0-13-00
[)ATJIl IU!:CIlIVJIl[) ~
PLANS MVIIlH' I'D
t ..
OWNEn'S Nl\ME-1)DnaJd m. S,'mrrlOnds
.:10B AUDRESS 375 t LalAX'td v' o...Hej BII/d, 1
LEGAL DESCRIPTION: LOT(S) ~ IJLOCI~
PARCEL IU " d.tJ-~fo-d.I- 0000 - DD I 00- it ~ 0
PHONE
PASCO PeRMIT SERVICE '
813-788-5314
Z.ephyr- hi Ib J Et. ~)35'-10
SUBIJIVISION M~:.ie.s.t(G, Oaks
I I
(OBTAI N F'RuM PROPER1'Y' TAX NOTTcml
WORK PROPSEUI ONEW eUNS'l'UUCTIOH
l!:f'Au 1J1 T ION
o ALT EIV\'l' 1 ON
o REPAIR
o INSTALL
Os 1 GN
PROPOSEU USE: ~L ImMILY UWI!:I..LlIW
o MOVE
o DEMOLISH
o eOMMEHCIAl,
ONULTI-F'AMILY
o lIWUSTIUAL
0" UF UN1'J.'S
o SWIMMING P<-:~>l..
o MOBILE 110MB
o OTHER
o RESTAUIV\N'l' " Iml\LTII VEPAH'l'MENT APpnoVAL
UESCRIP'l'lON OP' WOIU~ 1<com AJdif-ioV\... I bo-...throom I "t -Pa..+lO CD" t~
BUILUING SIZE
SUUAnE F'OO'l'AGE
I '
HEIGHT
RESIDENTIAL: ATTACH (2) PJJO'l' PLANS Iii (2) BElTS OF BUILUING PLANS Iii (1' SET ENERGY FOAMS.., "."
COMMEnCIALI AT'l'ACII (3) SETS OF BUILIHNG PLANS Iii (1) SET ENERGY FORMS.'''io
PROPEnTY SURVEY nEQUlnEU I"on ALL NEW CONSTRUC'I'ION.
"
9'BU ILDlNG
(i;("'ELEC'l'RICAL
Ikf PLUMBING
o MECHANICAL
$
PERMITS REQUESTED
c:< ~ 0670. ,80 VALUATION OF TOTAL eONS1'RUC'l'ION
"
AMP SEnVICE
o f'LOIUUA POWER
o
W.R.E.C.
I.,
~"
1\
; .
.j'
$
VALVA'l'rON OF MECIII\NCIAL INSTALLA'rION
:11.
o G1\S
o ROOrING
o SPEt:lALTY
LJ OTllrm
I,
TYPE OF CON ST RUC'!'l ON 1 0 DLUeR
LJ f'IU\NE:
.
LJ STE:E:L'
o o'rUER
,. .
. I
FlNISIIEU FLOOR ELEVA'l'10NS
IS PI\OJEC'l' IN FLOOlJ ZONE AREA.D YES' 0 NO
. t
I"
"
BUILD.lU\ ;
SIGN~'fURE'~% te).;j!f2~
COMPI\NY m i k.e. Wi /I ia.1M5
STATE CEnT OR REGIST
CITY PIlOCESSING f
...,..,..,......4.......,....44...4...........,....,...,.,.,.,.............
ELECTlUCI~ C
SlGNJ\:rU1\Sc.. . . .~
COMPANY R 6ft ~ C.k?A/L/'r!.7;+~~
STA'l'E CEil'!' on REGIS'f "
Cl'r"l PROCESSIHG , {57:2...
,
;6L,&~/c,
. .
PLUMB.lU\
SIGNA'fURE'i1~ J? ~~~
..
.4..4..........................................,.,..................,
D./l..AJ IJ .' 5: L ~ tu .~ L r t t1------ ~
Cor1PI\NY /
STATE CEnT OR REGIS'!, II /
CITY pnOCESSING fI 1 q <...D, ,~/ .
HECIU\NlCAL
. ............... ........................ ..................**....*".
COMPJ\NY
STATE CEnT OR REGIST II
CITY PI\OCESSING It
SIGNATURE
..........................................,.....,..................
OTHER
COMPANY
STATE CEnT OR REGIS'r H
CI'l'Y PI\OCESSING "
SIGNATURE
..,.,...,......,..,................................,.,...,...............
"
-.
t:UI/IJ tT J ulI~J ul" I.'EPNJ'J' A/!.l"lIJAV.l'l'
1\,.. Ne~' 1 Cl.~ 0 F' UgF;U nr;!I'l'IU C'J' 1 OIW
The uq~!e'rsigned under.:stam.ls l:hnl: I:II.l.s I'13J:1II11: lIIay he
!nay be more restrictive than Clty tl~qlllal:10lls, The
compllance with any applJcal}1e deed r.estr.ict.luns,
B. VNLICENSEI) CQN'l'IV\C{l'OHS AND CUN'l'I\AC'l'Un 1\I~~H'urlS IIH ',J'['IF.S
If I:heo~lle.t has !tl.led a cOIlI:J.ncl:ot OJ: cUIII:tncl:ur.s tu ulIllerl:ake work, they lI\ay be requ!.red
to be llcensed lu accor.dnllce wilh flLaLe II lit I I.oeal. ,:eyul.nLiolls. If the contrac\:or is not
licensed as requIred by law, huth l:he oWller. nnd t:ollltacto.t may be cited for a misdemeanor
violation ullder state law. If I:he oWller or Inteuded COli tractor are uncertain as to what
licellsing re(tul relllents limy Elpply fo t the .l.n L elided WO t: k, they are advised to contaat I the
City of Zephyrhills BuildIng Ueparlmellt, UI3-"IUU-6611.
Furl:herlllore, If the oWller has hired a contractor or cOlltractors, he is advised to have the
contractor (s) sign portions of the "Controcl:or. f1ecl:lonA" of this application for which they,
will be responsible. If you, os the owner s.lqllS 88 the contractor, you are indioating that
you, rather theu the cOlIl:ractor, are resl'onsJ.b1e [or lhe work. If the contraator wishes .
you to sign as cOlltractor that lIIay be all illdlcatloll thot he is not properly licensed and is
not entitled to permittillg prlvlleges ill lhe Cil:y of Zephyrhills.
C. TIlJ\NSPOI\'l'^'j'lON IMP^CT l:'EI~9 l\NU U'J'J.l.1TY COHHF:I.J'I'lON F'I~F:S
D. CONS'l'RUC'l'UION J,1EN L1\W (CII^p'n:n '113, nOli L1JA S'J'ATU'I'F:S, ^S I\MENlJElJ)
I certify that i, the app.l..l.callt, have Leell provided w.l.th a copy of "Florida's Construction
lien Law - 1I0llleowller's Protectioll Guide" p.lepared by the Florida Deparfment of Agriculture
and Consumer ^ffalrs, If the applica/Jt .is someolle other that the "owner", I cerify that I
have obtained a copy of the above descrIbed documellt alld promise in good faith to deliveJ:' I
it: to the "owner" prior to COItUllencemellt,
E. CON'1'HAC'I'OH' S/OWNEW S ^I."F'lIJAVI'l'
I certify that all the 111[ormatlol1 ill thIs application is accurate alld that all work will
be dOlle ill compliance with all applicable laws regulatIIIY construotion, zoning, and land '
development.
Application is hereby made to obtain a perrlllt to do work and installation as inditlated. I
certify thaI: /10 work or installation has cOllullellced prIor to issuance of a permit and that
all work will be performed to meet sl:alldards of all laws regulating construction, City
codes, zoning regu.l.at.l.on5, and lond developmenl regulations in the jurisdiction. I also
certify that 1 undersl:alld that the regulatiolls of other governmental agencies .nay apply to
the intended work, and that it is my responsIbilIty to identify what actions I lRust take to
be in cOlllpliance. Such agencies illclude but are not Iilllited to: "'Department of I
Envirolllnentai Hegulation-Cypress l3ayheads, Wetland ^reas and Environmentally Sensitive
Lands, Water/Wastewater '1'reallllent
"'Southwest Florida Water Management 1J1str.lcl-Weils, l.Jypr.ess Bayheads, Wetland Areas,
Altering Watercourses
"'Army Corps of Engineers-Seawalls, lJoc~s, I~avlyable Waterways
"'Oepartment of Health & Hehabllltatlve Services, Envlrollmental Health Vnit-Wells,
Wastewater 'l'reatmellt, Septic 'rall'~s
"'V. S. Envirolill1ell tal Pro tect iOIl Aq ency-Aflbes toa oba temell t
I also cerli[y that, 1[ [.1.1.1 "lIlted.lIi .1 a to l)f! used III II'lood ZOlle "^" or "A,eto.", it is
undersl:ood that a drainage piall addressing a "compellsa!:illg volwlIe" will be submitt.d whiah
is prepared by a professional ellgIneer reylstered ill the Sl:ate of Florida prior to permit
issuance.
A pe.tlnit issued shall be construed to be a licellse to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuallce of a per1t\lt prevent the 8ulldln<) Official from thereafter requiring a
correction of errors ill plaiis, cOllstruction, or violations of any code" Every permit
issued shall become invalid unless the work authorIzed by such pe.rlldt is c01l1menced within
six months of issuance, or if work authorIzed by the permit is suspended or abandoned for a
period. of six months after the time the work is cOllullenced. One 90 day extension of time
lIIay be allowed for the permit with fee charge of $15.UU. The extension shall be requested
in writing to the Building Official, All approved Inspectlon must be logged during eaoh six
month period, or the pr.oject will be cOIIAideJ:ed nballdo/led.
W^IUHNG '1'0 ow/mn: YOUn F'All,UHl~ '1'0 m~conu A IH>TII.JF.: OF' COMMENCEMEN'l' MAY RESUL'l' IN YOUR I
PAYING TWICE I:.OR IMPI\OVEMENTS '1'0 YOUH PHOPER'1'Y. IF' YOU lNTENO '1'0 OBTAIN FINANCING, CONSULT'
wn'lI YOVH LENDER OR l\N A'lurOnNEY BEFORE I\ECOnDlI~G yuun NOTICE OF COMMENCEMENT" JOBS UNDBR'
$2,500 lU VALUE lJO UO'l' HEEIJ '1'0 I\ECOl\1J l\NlJ POST A "IW'l'ICE OF COMMENCEMEH'r".
lJ\Jhject lo "deed restrictions" which
undersigned assumes responsibility for
.f,
I! I I
I, .
I
I, i
?;t~ (J:U~
cJtt~(v~~
SlGNA'1'UnE: CON'!'IU\C'l'OR
I'
SIGNATURE: OWNEI\ 01\ AGENT
STATE OF FLOIUU^ 'B
COUNTY OF a.~~
The foregoing inst.tument was aC~lIuwledyeu
Before lIIe this 4~ day of Oc..-+ober, .~
by VYl i k(... t::UTIi; Q_o;
,...,/ (Hallie of person ackllOwledged)
~ who is personally known to 11Ie, or
STATE OF E'LOIUO^ 'R
COU/l'l'Y OF' a.~6D
The foregoing inst.tumelltw~t"~t~ledged " i
Before me this ~r ~f f J:TiJ ber- , a~ao.
by yy\j t11,alM.. . ,
(n8me of pe.tson acknowledged) .
Bho is personally known 1:0 ane, or
o who has produced
(type
Odid not
U who has produced
(type of
D:Hd not
of identlflcat.l.oll)
take all oath.
Sign
Name typed, prlnted ot stamped
II lime
typed, , ~ed '~~n r
j r;&'"'fc'>~CormrissiO!1 # C .790817
~;"'A.{;ig Expire',. NOV. 15, 2002
-::';'~"""'&,::' P)WlED THRU
",pt"fJ\\.' bT!{(lNOING co., INC.
.~~I~;;", Suzanne 8ahr
{f(jj/~.:~com'l1.~:~!on # CC 790817
-::~'.A"~'f~ Er,,)!, ~J NOV. 15,2002
-::';.1oi'f..W.;:~ . ,'()^'!)ED THRU
""UI~"\\. :\1,\ /.<,'; n( EGNDING co., INC.
:
SL<1te of r: k ;:{)IC
11111111111I11I111111I1111111I11111111111111111111111111 III!
2000127409 . .r
Rcpt: 446921 Rec: 6.00
OS: 0.00 IT: 0.00
NO'l'ICH lW COl-1MHNClmEN'l' 10/09/00 _~____ Dpty Clerk
COUllty of ~~
'rUB UNDEHSIGNI?U hereby giveR 1I0tlce that .improvement will be made to c(!rtain
real property, and JII acconlallce w.lth Chapter 713, Florida Statutes, the
(0110\\.iIl9 illformatioll is providml ill thia Notice of COllunencolllclIl::
1. Uescr..ipL.i.on of l'r.'OI:HHty: l'an~eJ 110. (jcr-!J.~_~f-oooo-c::>o/(:70- //91J
.3_1~LI--.b~.r:.e.1 .I_1la..lLJ' eM,' -'2h,-~t_J--, M./1 . \ "C.t-l~,' ~t'~ P ~A<~ ~irhy\~; US, FI,
(J.f!CJ.1 I. l f!!H:J'1,P .1011 0: t-Ih~ JlruIHn.ty~~ :l~~(Ires J.' ava.L a Ie)
)., 1;"llf'llIllh'!Wlipliol1oIIIllI'IIlV(!III('111 _~, ~ -~~+fo-u::..V,
i~~0~~~~M'3 : f~S;O POUNTJf C1ERK
OR BK 4459 PG 1293
3. Ow I \C! 1.- IIl[OtlllaLJolI: lIame -.Vonald m. S{'mmonds
lld<..lress /voTe 1/9 C19Q tr:Lf City 2 -#,r/LS'
v
state FA r 335'1D
JIIL(?['esL ill I'ropel.Ly:
Nallle 0 [ Fe(~ S imp lf~ '1'.i. L leholde r :
(If other 1.11911 oWller)
City
state
J\ddreSA
j.; ~. ?:,,~\
i2. -, {1l "
..., .
Contracto!.': Name /If, fie [0)1'1(/ 11m.. s (Jp,4/67/{1uc..T;:?>A-J .:z:;tJc J
l\ddress _~ ~S~ f1 j)(( c.i ty 2- "I/: '/1.<" state Fh, .s~"-s1~
r.i .
fillJ. e ty: NiJ/fl(~
C i.ly
state
l\ddress
l\mount of Bond: $
G. Lemler': Name
C i,ty
state
l\<..Idress
7 ,
Persons within the SLate of Florida
nol:ices or other documenLs m<lY ue
713.13(1)(a)(7), Florida SLatul:l!s:
designated by Owner upon whom
served as provided by Section
Nilme
city
state
Address
0, In addition to himself, Owner desiynates
o ( La receive a copy of the
JJienor 'sNoQce as provrcleoIIl~.recTlollTI 3.13 (1) (b), Florida statutes.
9. l:~xp.J. en 1.1 '''I dilL... of flot.l.ce or Cr.mmfH\C!emnl! L (the expIratIon dl:1te 10 1 year
frr.:>I11 the <..lute uf reeun..ling unless a different date is specified.)
Signa Lure of Owner: ~~ 771 L ~d61
Sworn tu and subser ibed before me Lhis 1'/h. day of tJ~fober
,
~ :!.POO.
J~~- '/3~
Ny COlllill.i.ssioll Expi1:-es:
Nuti11~Y Public:
~'lJ" '-..'
~~~..t.:'1c9.~ ..'
:::~"~-"?'" (cm'"
~~.~..~t ' ;,,;),
,,,;-,;r iii'\~~~~''"
"''''\\\ fit.
--~e Hahr
., 1-t CC 790817
'ji)\l 15,2002
"")H) THAll
\.IIG co. IN,-
PC93053048
'.
SITE PLAN - PARCEL ID#: 24-26-21-0000-00100-1180
MAJESTIC OAKS
LOT: 119
70'
~I
8'
"
EXIST.
EXIST. MOBILE
SHED & HOME PROPOSED
CARPORT ROOM
12x42 ADDITION
12x42 14' x 42'
17'
15' - ..
- - - -
- - -
PROPOSED
- PATIO COVER
- D 14'x 7'
h
20'
"
STREET
70'
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vt,{, hti.-wlLWrtYv\;) ~T
.~ -751 Lf1l)IL'-L v(,~ 6L'-v~.
rn~
SQ. FEET PRICE .
MAIN OR UVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $ 2D O~'D
BUILDING: $ J~O. CC
CREDIT: $ NIl)
ELECTRICAL: $ 35" -u~
. ,
PLUMBING: $ '?JZ. ~O
MECHANICAL: $ tJ Jrt
6<61> H:-RADON $ 5! 'bi:>
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lb -r;:~
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2.. ~ ?
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FOR LUMBER COLUMNS
ANCl10R POST TO 3-112'"
CONCRETE SI.A8 WI
GAlVANIZED BUCKETS
1. ALL WALL FRAMING ~6" O. C.
(EXCEPT10N: 24" O. C. FOR
WOOD STORAGE ROOM)
2. PIER POST CAN BE BOLTED
TO SI.A8 OR CONTINUOUS
FOOTER OR HAVE ISOU>TED
CONCRETE FOOTER EACH
PIER (SEE DETAIL)
3. CENTER STRINGER MAY BE
REQUIRED (SEE TABLE 4.5)
4. HURRiCANE ANCHOR EACH
JOIST TO CEN1ER STRINGER
W/ SIMPSON H5
5. OPEN DECKS OVER 30" IN
HEIGHT ABOVE GRADE HAVE
A GUARD RAil SYSTEM
n'P!CAL WOOD DECK
LEDGER SUPPORT DETAIL
(OPT10NAL) WOOD FRAME
WALL
DOUBLE 2 x 4 TO? flu.TE:F OVER 16' IN
PROJECTJON OR LENGm
112' . 4'-0' X 8'-0" PRESSBOARD OR COX
Pl YWOOO
VAPOR BARRIER (C?T10NALI FOil
aACKED 314" OR 112'" FOAM INSUU>TlON
(2) 2 X 10 HEADER W/ 112'" SPACS~
CENTER LEOGER PIER
KNEE BRACE REQUIRED FOR
HEIGHT OVE.~ 4'..0"
(MAX.. HGT. 3'-0")
2 X 5 JOIST HANGER EACH
END
BRIDGING @ 4<\' O. C.
VAPOR BARRIER REQUiRED
FOR ALL AD0lT10NS EXCEPT
SHEDS, 0.006 MIN. VISQUENE.
1511 Fa. T PAPER. THERMAL
PI. Y OR FOil SACKED
iNSUlATION
VINYl SIDING TYPICAL
FOil TAPE AlL JOINTS
HEADER AS REQUIRED FOR
S?AN (FOR HEADER SIZES
SEE TABLE 4.3)
318'" X 5" BOLT
NOTES: SIDING IS TO BE FASTE.."lE1J @ 16' O.C. TO MANUFAcnJRS'l.S SPECIFICATIONS AND
INSTRUC110NS AS SUPf>UED BY T1-\E SIDING COMPANY
NAILiNG SIDiNG OVER FURRING STRIPS: l' SHANK AlUMiNUM NAILS OR EQUAl.
SIDING OVER FOAM: 1.3/4' SHANK ALUMiNUM NAILS OR EQUAL
IF PI. YWOOD IS USED FOR CORNER BRACING wlm FOIL aACKED FOAM BEiNG USED FOR
T1-\E VAPOR BARRIER. VISQUENE. TAR PAPER OR SCME OTHER SUITABLE PRODUCT MUST
BE USED OVER l1-!E WOOD
IF;>, FOURm FRAME WAlliS REQUIRED. ALL FRAMING AND BRACING SHALL BE THE SAME
AS FOR O"THER WAlLS OR PROVIDE ALUMINUM OR WOOD BEAM SUPPORT WAlL
SIDING SHALL BE APPLJED PER MANUFACTURERS SPEC:FlCATlONS FOR WiND ZONE OR
PROJECT AND OVER PROPE.'~L Y PREPARED wAll.. WI"TH BRACING OR SHEATHING
BRACING FOR CORNERS SHALL BE ~17:' .. PlY COX PlYWOOD FOR WOOD S11JOS @ 24" D.C.
NAILED wlm #ad COMMON 6" O.C. EDGES AND 12" O.C. FielD
AlTERNATE BRACiNG SHAlL BE 1.1/4' X 14 GA. GALVANIZED COIL S"ffiAP X-8RACED TO
STUDS W/ (11 #ad COMMON PEH STUD OR 1.1/4" x 0.050" ALUMINUM S"ffiAP X-8RACED AND
NAILED TO S11JDS W/ (2) 1."4' AlUMINUM NAlLS EACH S11JD
STRUC11JRAl GRADE "Ti1ERMAL PLY STUOS SHALL aE 16" O.C. AND NAIUNG OR SCREW
PATTERN SAME AS COX Wl"TH NAILS OR SCREWS PER MANUFACTURERS SPECIFlCATlONS
TYPICAL WOOD FRAME ATTACHED TO HOST STRUCT1JRE
LEDGS~ SUPPORT
.." X 4" PRESSURE -:-REATED
PiNE OR 3" X 3" X 0.090"
AlUMINUM
JOIST aUCl<ETS 2 X 6 flOOR
___,~ JOIST@ 15"ONC~~R ___,
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'I ::: :: :: :: :: :: :: :: :: :: q:
II, It II II II II 11 \I It II ',1
q ::: :; :: :: !: :: II: :: ;; ~: :1:
Co ::: :: :: :: :: :: I: :: :: :: :::
I ::: I: U :: :I ~: j; :: :: :: :;:
::: :: :: :: :: DBL:: 2xS:: :: :1 :: :::
,I, II II II II II II II II It 'I'
I L::: :: :: :1 :: :: :: U t;: B:: :::
,I, II II II II II If II II II'
~ II]: :: ~: I; ~: :: :: :: :: :: ::l
3; r~., II 11 I' II ...u.., II II II 11 r~.,
. i:~E==~~=====~ ~=====~~=====~~====E~ ~3====~ ~=====~ ~== ::~~===::~~===l~:i :
q "ttt~:: :: :: :: lo.~r~ :: :: ;: :: lo.84
~ ::: :: :: :: :: :: :: :: :: B:; :::
Hi ffi l! [: :: i: i! :: i: :: H 1:1
ii! ~ 1i Ii !: I:: I: :: ;; :: n lil
. ::: ~ :: :; :: :: :: :: :: :: :: ::l
I 9 ,'I r:a II II II II II II \I II II I,'
~ :!! ~ :: :: ;: :: :: :: :! :: :: :[:
~ I':: W :: :: :: :: ;: :: :: :: :: :::
LI ill ~ 11 ljEi! A:j :j :1 1j :1 !i ijl
..~.... a :: :: :: :: ..~~., :: ~: :: :: ..~.,
I I ~.~.__...___~_~-_-_-_-_...._.._ _..._-_-_..._'-_-_-:_._-_._...._-_-~.: .r_-_...."'\..-_-_-_-_._....-_-_-_-___..._._-_-_-___-:!-_-..-_-_-_._'"'::_-:_-_-r-...~ I
~.I<;;~- .-------- n -- -- _ _ ----. _ m _ ~~:=- ~~.=~ -~:~::~:~:~~ ~~~
A ,SE::; ABLE .5)
VARIES
General Notes and Specifications:
1. The following struCllJreS are d8SJ9OOd for mono sloped aluminum root S'f'lIemS to be married to
blo<;j( and wood frame slructlJres at adequate struclUtal capacity. The cootractof' / home owoet'
shad venfy that tl1e host structure is in good condition and of sufficient s1nlngtn to hOld tl1e
proposed addition.
2. If tl1ere is a question allout tM host structure. the QWf1Gf' (at his own expeI1S<!) shad hire an
atdIited. engineer. Of a eetiJ1led home inspedlon company to venfy host strud1JnJ capaoty.
3. The following rules apply to artad1ments invoMng mobile and manufactured homes:
a. Slr.Jcture5 to be placed adjacent to a mobt1e / manufactured home buill pliot to 1994 sIIail usa
"1'our1h wall construction' 0( snail ~e detailed plans of the mob,1e I manufactured home
and inspectioo r9?<Jl1 aia'l9 wittl addition plans for site specrllc reYi<Nt and S&al by me
engi~. This applies to ad scre<<I/ glass rooms, and / Of' other strucllJres to be attad1ed.
b. F'our1h wall construction means thd addition shall be free standing wrlll only me root nasl1ing of
the rHO Ul1.ts being attad1ed. The most common "fllutth wall" COl\SlI\Jdion is a post and beam
trame adj3C8l1t to tile mobile I manufactured home. The sarr>e span taOJes can be usad as for
the front wall beam. f<JC' foor1h wall beam usa the camet beam table. The pOS( snaJl be SIZed
ao;;ording to this manwl and / Of' as a minimum be a 2:' X 3" X 0.05<r 'Nrttl an 18" x 2" x 2:' x
0.044' knee brace at each end at the beam.
c. For mobile / manufactured homes bWIt a1Iar 1994 structures may be attac/1ed to the home
provided the proied foJJows the plan for atlactlment 01 tl1is mat1ual. The contractor / ownet
snail provide vernication of ttoft stnJd:Uraj system used to build the host strucllJre.
4. Section 7 of the manual cont.aJns span t.abIes and the attadlment c:et.aJ1s of pans and ~
panels.
S. Scnloo walls betwoon eXisting walls. ~. and ce.fings sI1all be a:lowed and SCat1S sI1all be
figured the same as atl1et ~nNaIIs.
5. When USIng leJ( SeteW9 In lieu at S.M.S. Ion<}et ~ must be used to compensa14 for dnn
head.
7. SOME LOCAL BUILDiNG DEPARTMENTS. SUGH AS PI~ELt:AS Coi;NT'r', MAY REQUIRE
MINiMUM WALL mlCKNESS OF EXTRUSIONS. CHEa{W\Tr; YOUR LOCAL BUILDiNG
DEPARTMENT 3EFOPE PU>NNING YOUR PROJECT.
X' . 6" FRAMING ANCHORED
TO DOUBLE X' X 4' STUDS WI
(2) #10 X 2-117:' OECK SCREWS
All -NALLS WOOD FRAME
~
2" X 4" TO? flu. TI: NON-
STRUCTtiRAL iF A IT ACnED TO
EXISTING AlUMINUM BEAM WI
#10 X 2" S. M. S.
NOTE;
PROVIDE DOUBLE 701' f'tA TE FOR
WALLS OVER 16' IN lENGm
-lACK S11JO
PURSUANT TO PROVISIONS OF T1-\E flORIDA DEPARTMENT OF
HIGHWAY SAFElY ! MOTOR VE;ICLES DMSION OF MOTOR
VEHiClES RULE 15C-2. T1-\E S?AN TABLES. CONNECT10N
DETAILS. ANCOORING ANO OTHER SPECIFICATIONS ARE
DESIGNED TO BE MARRIED TO CONVENTIONALLY
CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND
.MOBILE HOMES CONSTRUCTED AFTER 1984.
DECKiNG 'MAY SE 516" OR 314' f'L YWOOD OR 514" x 5" OR 2 X 6 PI.ANKlNG (SEE SECTIONS NEXT PAGE)
JOB NAME:
ADDRESS:
"TYPICAL WOOD DEe<< FRAMING PLAN
DRAWING FOR ONE PE.qMIT ONLY
(2) 2' x_' (SEE TABLE 4.4)
TOP PlATE MUST BE P. T. P.
OR HAVE VAPOR BARR1E.~
BE1'WEE."j AlUMINUM AND
WOOD
~
~
~
~
I
I
I
~
c::
c:l.-
:z~
'l!\3
UJIJj
g;:r:
SINGLE BOTTOM PU> TE
/
WOOD FRAME GARAGE DOOR
PosmON ST1.JD
t
JAMB FRAME DETAIL
l1-IE DESIGNS AND S?ANS SHOWN ON T1-\ESE DRAWINGS ARE
eASED ON THE LOAD REQUiRE.~ENTS FOR T1-\E FOLLOWING
COOES:
1) STANDARD BUILDING CODe 1997. CHAPTER 15
iNCLUDING SSTO 10-96
2) BOCA NATIONAL BUILDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESISTANT CONSTRUC110N 1998
NINO LOAD TO SNOW LOAD CONVERS10N TABLE:
;0 YR SIlOW LOAD I JESIGN SNOW LCl.^D MIlO lOAD I BUILCiNG TYPE
5.25#1 so. FT. i 3.15#1 so. FT. 95 MPHI OPEN
26-30 II / so. FT. 51.70 II / sa. FT. 100 MPH / OPEN
31-35 #I so. FT. I 51.70 III sa. FT. 120 MPH / OPEN
36-00 III so. FT. I 61.70#1 sa. FT. 110 MPH / ENClOSED
61-70 III so. FT., 51.70 II I sa. FT. 120 MPH / ENClOSED
SELECT ROOF OR WAlL MEMBERS FROM APPROPRlA TI: TABlES
TEXAS CONVERSION TABLE:
WIND ZONE
SEAWARD OF I.C.','V. .
iNLAND OF I.C.W."
" INTE.'l.COASTAL NATEHWAY
NOTE;
"vIND LOAD CONVERSION:
SPANS AND HEIGHTS FROM TABLES ARE BASED ON 120 M.P.H.
NIND LOAD. ;0 CONVERT TO 140 M.P.H.\'IIND LOAD ~AUl TIPl Y
SPANS AND HElGHTS 8Y 0.55
1999
~
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7
2.6 FlOOR JOISTS
FASTENED TO DOUBLE 2. a
GiRDER WI SIMPSON H-2.5
HURRICANE ANCHORS @
16"0.C.
CONCRETE BlOCK OR P.T.?
WOOD PIERS
(PER GIRDER TABLES)
CONSTRUCTED ON 4" x 16" 1(
',6" CONCRETE FOOTING PAD
CEUS POURED SCUD WI (2)
#5!2l BARS AND (1) SIMPSON
H~ ANCHOR IN EACH CElL
FASTENED TO DOUBLE 2 1( IS
GIRDER
32<l~~~~
314" PRESSURE TREATED
PI. YWOOD
~SSURE TREATED
DECKlNG
314' PRESSURE TREATED
Pl YWOOO OR
2.6 PRESSURE TREATED
DECKING
CONCRETE BLOCK OR
TREA TED WOOO PIERS
~PER GIRDER TABLES)
CONCRETE BLOCK OR P.T.?
NOOO PIERS CONSTRUCTED
ON 4' 1( 16" .16" CONCRETE
FOOTING PAD
2 x 6 FlOOR JOISTS
FASTENED TO OOUBLE 2 x 8
GIRDER WI SIMPSON
H-2.5 HURRICANE ANCHORS
@ 16" O.C. OR 2" . 6" JOIST
BUCKET
AUGER @ EACH PIER
I"ASTENED TO 2 x 8 GIRDER
WI A.o. T STRAP
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
/
+ '" ~f
(2) SiMPSON H-5 CUPS OR
EQUAL
I
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DOUBLE Z'. S" PT.P. WI 314"
PI.. YWOOO (PT) SPACER
NAlLEO WI #16d COMMON
GAlV. (2) EACH 16" O.C.
Ii!
~
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~
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....
CJl
....
0"
o
:x:
CENTER OF GIRDER 8-8
t t t t t t t t t t t
AP?LJED LOAD FROM
I 'O.H: TABLE 4.3 '" 'W
OVERHANG' 'O.H.' . 1:-<1'
PROJECTION'" 'po '" 12'-<l"
LOAD WIOT11 '" 'lW '"
'PO f 2 .. '01'1' '" 8'.{)"
OPTIONAL SHEAT11ING: 7/16"
O.S.B. OR 1t-r COX NAIlED 6"
O. C. EDGES AND 12" O. C.
F1ELD
WALL UPLIFT EXAMPLE .
CAlCULATE U?lJFT'U' IN III LF. FOR 102 M.P.H. ZONE'" 'Ai" . 'LW
'Ai" '" Z5111 sa. FT.
1..W '" 8''{)"
'U' '" 25111 sa. FT.. 8' '" 200 III LF.
REQUIRED ANCHOR SPACING CAN BE FOUNO BY DIVIOING ANCHOR CAPACll'Y BY T11E
UPlJFT V AWE PREYIOUSL Y DETERMINED.
EXAMPU:; FOR AN H-2.5 CAPACI1Y '" 41511/200 II/ LF. '" SPAClNG OF 2075 FT.
T11US. STUOS AT TYPICAL SPACINGS RECENE ANCHORS AS FOliONS
Stud Spacing
'Z"O.C.
16" O.C.
24"0.C.
H 25 Spacing
Memating Studs
Each Stud
Each Stud
Allowable Uplift Per Anchor
---
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mO
a~
mm
2:::1
-<C'l
~~
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co
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"l>
;:2
~r.g
IF COIL STRAP, CONTINUOUS
FROM TRUSS RAFTER TO
PERIME:T'ER JOIST, IS NOT
PROVIDED BY l11E
MANUFACnJRER
RE.I.AOVE VINYL SIDING ANO
SOFFIT ON mE WAlL AND
oNST All SIMPSON CS-, 6 COIL
STRAP FROM TRUSS 1 RAFTE."I.
TO BOTTOM OF PERIMETER
JOIST @ EACH TRUSS I
RAFTER AAIL STRAP WI ',6d
COMMON @ TRUSS RAFTER
AND PERl"'ETE1~ JOIST.
SCREW COIL STRAP TO
SHEAT11ING WI#IJ .,. DECK
SCREWS@ 16' O,C.
VERTlCAU Y. REPU\CE VINYL
SIDING.
PROVIOE NEW 4', S" OR 8".
" er CMU PIER AND SOUD
FOUNDATION BLOCK@5''<)'
MAX. O. C. ALONG
ATTACHME."<T WAlL
Simpson
H 2.5
H 3.0
H50
SP 1
SP 2
Uellft Rating
415#
455#
455#
585#
680#
(2)2 x 10 P.T.? ATTACHED TO
STRINGERS ANO BEiWEEN (2)
4 . 4 POSTS ADJACE.>.jT TO
STAIRS
MIN. FOOTING PER PAGE OR
LOCAl CODE
ABOVE EXAMPLE CAN BE USED TO CALCULA.TE UPliFT AND ANCHOR S?AC:NG FOR ANY
APPliED LOAD OR WINO LOAD
2 x 4 P.T.P. HANDRAIL
REQUIRED FOR DEC.'<S
OVER 30" ABOVE GRADE
INSTALL NEW AUGER ANCHOR
@ EACH NEW PIER. ,NST All
1t-r CARRIAGE BOLT l11RU
PERIMETER JOIST AND STRAP
TO NEW AUGER ANCl10R.
TYPiCAL WALL SECT10N FOR ATTACHMENT TO
MOBILE I MANUFACTURED HOME
WOOD STAIR SECT10N DETAIL
MiN. (2) 318" x 5-112" CARRIAGE
BOLTS FOR SINGLE STRINGER
MIN. (2) 3i8' 1( r CARRIAGE
BOLTS FOR DOUBLE
STRINGER
2.4 P.T.P. RAILING ATTACHED
Wlm 160 COMMON NAlLS (2)
@ EACH CONNECTION POINT
1 . 1 WooOEN PICKETS @
4" O.C. MAX. ATTACHED WI (2)
~COMMONTOENAllEDTO
2 x 4 RAIUNG
4 X 4 PRESSURE TREATED
PINE POST (TYPICAl)
T11E SUM OF (2) RISERS ANO
(1) TREAD. EXCLUSNEOF
NOSiNG. SHALL SE 2." MIN.
AND 25' MAX.
HElGHT OF RISERS SHAll 3E
1-314" MAX.. ANO TREADS.
SHAll. BE 'j" MlN.
8" x 12". (WIOTH OF STAIR" 8"
(4' EACH SIDE)) FOOTING 2500
PSI CONCRETE WI
(2) #3!2l BARS CONTINUOUS
1:'.,1:' P.T.P. STAIR
STRINGERS ATTACHED WI (2)
1i16d COMMON NAILS PER
STR1NGE.q
SIMPSON POST SUCKET
2 x 4 P.T.P. VERTICAL
POST 4' TO 5' O.C.NI
2-1/4" x 3' LA.G BOLT 8.
WASHER
RESIDENTIAL HANDRAIL DETAIL
i 1
~
4' MAX.
2"MAX.
2 X 4 p.r.? TOP STRINGER
OR 2.6 P.T.? HANDRAIL 1
TOP STRINGER
118.2-112" DECK SCREWS
318' 1( 5-,t-r CARRIAGE
BOLTS WI WASHER 3. NUT
OPTIONAL 2.4 P.T.?
STRINGE."I. Z" ABOVE DECK
(2)2. PT.P.
(SEE SEAM DETAIL)
318" CARRIAGE SOl7S
4.4 P.T.? OR GREATER
ALTERNATE DECK POST TO BEAM CONNECT10N DETAIL
r
OPTIONAL 2 . 6 70P HANDRAJL
(REQUIRED FOR DECKS 30"
ABOVE GRADE)
L
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,
I
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%
~
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\ 1 ) 318" . 6" CARRIAGE BOLT
2.4 P.T.P. TOP STRINGER OR 2.6
?T.? HAND-RAIUTOP STRINGE."I.
(1)#12dCOMMON
2 . 2 PICKET OR nJRNED SPINOLE
4' O.C. MAX. WI (2) #12d COMMON
4 X 4 P.T.? VERTICAL POST. 4''{)" TO
5'-<1' O.C. WI (1) 3/8" . 6" CARRIAGE
BOLT
2.4 P.T.?STR1NGERI:'ABOVE
DECK
(1) 318" . 5-1IZ" CARRIAGE
BOLT WI WASHER AND NUT
#8.2 1t-r DECK SCREWS
POST TO JOIST
DETAIL
HANDRAIL DETAILS
/
PICKET TO JOIST
DETAIL
t#=1 318". 5-1t-r CARRIAGE BOLTS
N/ WASHER AND NUT
4.4 P.T.P. OR GREATEH
IV
AL TERN A TE POST TO DECK BEAM OET AIL
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ra~"';
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OF
7
E. P. 3. .....All PANEL
314' ?t.YWOOO DECK (OPT.)
514' X 0" OR :2 X 6 DECK
4-
I
I
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ALUMINUM POST SEE TABLE
314' ?t. YWooD CECK
I
I
-r-
I
~
~
1'---.-
/
1.1/Z' X 3" x 0.060' RECENlNG
CHANNEL
Ii' 0 x 112" 3.M.S. @O' O.C. ~IN.
B0111 SIDES
LAG SCREW SEE TABLE
PARAMETER DOUBLE
STR1NGE.q
EXTRUDED ALUMINUM BASE
CORROSION RESISTANT
111RU-OOL T PER SCHEDULE
U-Ct.IP
LAG SeRE'1'! SEE TABLE
PARAMETER DOUBlE
STRINGER
TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
314' ?t. YWOOO DECK
i-
t
Z' x4' ?t.YWOOO BREAK
ST AGGE.q @ EACH SHEET OF
?t. YWOOO
(ALTERNATE 6E1YVEEN
STAGGER LOCAllONS 1 & 2)
BREAK STAGGER
LOCA llON 1
, IZ' COX ?t. YWooO WI #&l
COMMON e- O.C. @ EDGES
BREAK STAGGEH
LOCAllON :2
:2x60R2xe
@ 1e- O.C.
~ SCRE'NS SEE TABLE
LAG SeRE'WS SEE TABLE
PARAMET'E!~ DOUBLE
3TRJNGER
o
&>
I-~~
J:--
"........
~o:a
~--
~.::.:.
~ >C >C
"''''
MAXIMUM HEIGHT & BREAK OF PLYWOOD SJ-IEETS
FRAME WALL DETAIL
COMPOSITE PANEL WALL TO WOOD DECK
:2x60R2xe
@ ,e- O.C.
" x 2" CHANNEL
fAlNIMUM '.1/2'1
2x60R2d
@ ,e- O.C.
SCREEN ROOM WALL TO WOOD DECK
w
~
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314' PLYWOOD DECK (OPT.) I
5I4'xo'OR2x6DECK ~ I
~
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2 x 6 OR 2 x 6
@16"0.C.
WOOD FRAME WALL TO WOOD DECK
2 x 4 ST'JD @ 6" FROM All
PL\TE JOINTS ANO 43' O.C.
'MX
2 x 4 P.T.P. PL\TE
LAG SCREW SEe TABLE
ALTERNATE DOUBLE
STRiNGER FOR CANllLEVER
OVER 3' FROM MAIN
STRINGER
(2) INTERNAL 'l' OR
RECENiNG CHANNEL
(2)114' BOLTS EACH ANGLE
(4) #10)( 1.11Z' S.M.S. !:AC;.;
ANGLE
1.11Z' x 3-112" SPACER BLOCKS
2000 SPECIFICAT10NS
ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED
PLAN VIEW
1. GARAGES. SHEDS. & ROOMS BUILT UNDER SE~ON 4 SPEC;F1CAllONS SHALL BE LMITED TO
RESIOENT'.AL AOOmON WI111 24'.1)' ROOF SPAN AND 800 SQ. FT. MAXIMUM AREA IV111-l ALUMINUM
ROOF.
2. HABIT ABLE ROOMS SHAll CCMPL Y WI~ All PROVISIONS OF 111E 3T ANOARD BUILDING CODE
ANO SPECIFICALLY:
A. ROOFS SHAll HAVE A MINiMUM INSULAllONVALUE OF R.19 ANO WAllS R.1'. Tl-IE HOST
STRUCT'JRE Wlni THE ?\..ANNED AD0l110N SHAll 6E IN CCMPlJANCE Wlni ENERGY
CODE REQUIRalE.'fTS.
3. SlEEPING ROOMS SHAll ~AEET EGRESS REQUIREME."<TS OF sac AND UFE SAFETY coDe
AND SHALL NOT RESTRJCT EGRESS FROM A SLEEPING ROOM IN niE HOST STRUCTURE.
3. STAIRS SHAll HAVE TREADS OF A MINIMUM OF 10' INCLUDING NOSING. RISERS SHALl ae
7314' OR LESS ANO 111E SUM OF TWO RISERS AND ONE TREAD SHALL BE NOT LESS THAN 24'
AND NOT MORE THAN 2S-. STAIRS Wl~ MORE THAN FOUR RJSERS SHAll. HAVE A
HANOR.AJLMEEllNG SBC REQUIREME."<TS.
4. HANOR.AJlS SHALL BE BETWEEN 30" !. 38" ABOVE 111E LEADING EDGE OF ~E TREAD.
S. All WOOO FRAMING AND SHEA1111NG CONNe~ONS SHALl. BE iN COMf'tIANCE Wlni
STANDARD BUILDING CODE 1999 CHAPTE.~ 23. TABLE 2306.1 OR AS NOTED BELOW.
CONNECllON
SHEATHING less THAN ,~Z'
FASTE.l\4ER
FW COMMON
DOUBLE TOP ?tA TES
TO? OR SOLE ?tATE TO STUD:
A. END NAIL
a. TOE NAlL
100 COMMON
16lil COMMON
alil COMMON
NUMBER/SPACING
6" O.C. EDGES
1Z' O.C. FIELD
1e-0.C.
2
4
6. OVER HEAD GARAGE DOORS SHAll. NOT BE SUPPORTED BY A ROOF SUPPQRT BEAM. Tl-IE
DOOR RAIL BEAM SHALl ae A 2")( 6" )( 0.050" X 0.' 20" UP TO 24'.1)" SPAN FOR GARAGE DOORS
AND RAIL SYSTEMS NOT EXCEEDING 150#. DOOR OPENERS SHALl HAVE A SEPARATE SUPPORT
2" x O' X 0.050' x O. 120" UP TO 24'.1)' SPAN AND DOOR CPENER UNIT NOT EXCEEDING 51..
7. FRAMING ON THE DOOR WAll SHALl ae SHEA Tl-IEO ON 6O~ Sloes IY1ni 11Z' COX OR 7116' OSB
WHEN THE SEC1l0N OF WALL IS lESS nw; 3'-0" FROM DOOR TD CORNER. A FUll. SHEET
SHALL BE CUT TO LAP ONTO Tl-IE DOOR HEADER ON EACH SIDE OF 111E DOOR. DOOR
SEGME."<TS SHAll ,"<OT 3E LESS THAN 1'-<l'IN lENG111 ON THE SIDES ANO 'Z-Q" IF A CENTER
COLUMN IS USED.
e, DOUBLE TCP PLATES SHALl. BE USED ON ANY ',vAll. PROJECT10N OR lENG~ GREATER Tl-IAN
IS'.
I#J )( ,. WOOD SCRE\VS \'VI 5/8"
WASHERS (3) PER PANEL
2" x 4' TOP PlATE PRESSURE
TREATED PINE
(PRESSURE TREATED LUMBER
OPTIONAL WI111 COMPOSITE
PANEL)
DOUBLE TOP ?tATE
REQUIRED FOR WAlLS
EXCEEDING ~6'.I)" iN LENG~
SHEATHING;
11Z' ?t. YWOOD OR
STRUCT'JRAl.. GRADE
Tl-IERMAl. ?t. Y WI SIDING
2" x 4' ST'JOS
f--
I
I
--=r~~
-J:Ll
'j
114" x 3' SOlTS OR r-aOlTS
,NTO CONO,ETE SlAB @ 24'
O.C. WI'IEf')( 2" SQUARE
WASHERS
PRESSURE TREATED 2 )( 4
?tATE
-=7-
I
ALUMINUM COVER
(SEE SE~ON 7 FOR
CONNECllON DETNlS)
HURRlCANE ANCHORS WI~
NUMBE.~ OF NAllS PER
MANUFACTURER~SPECS
2 x 4 NAlLER FOR WAllS
EXCEEDING ~-o" iN HElGHT
(UP TO 10'.1)" TOTAL ST'JD
HEIGHT)
-...
-;- ~ 3-1/2'
-~~ ~ FOOT1NG ~EQUi~ED
CONTlNUOU'" -. ~ '-- 0' x 6".10)( 10W~DWIRE
. ........ OR FIBER MESH
TYPICAL UTILITY SHED WALL SECTION
/'
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AL ITRNATe POST: 4 l4 PT.
A . VIRGIN SOIL
3 .1~l1S"l4'
CONCRETE PAD
o - 80 LBS. 2500 PSI
CONCRETE
D . REPU<CED SOIL
i: - 114' l 2-114'
EXPANSION BOLT (2)
EACH PER BASE
GIRDER OR PERIMETER JOIST
1/1S"l3"l3" ALUMiNUM CAP
ON ALUMINUM POST AND
111~ l3"lS' PV.TES WI (4)
#10 l1fZ' SCREVVS INTO
ALUMINUM EACH SIDE
(2) 1/4'l1-1fZ' LAG SCREWS
,NTO WOOD USE SIMPSON
3<:-4 POST TO GIRDE.q 1 BEAM
TO CAP WOOD POST WI MFG
RECOMME~OEDSCR~VS
3" l 3" ALUMINUM POST OR
414 ?T.? POST iN GALV.
POST ANCHOR AND 4-1/4'l
~ 1fZ' S.M.S. FOR ALUMINUM
2-1/4' l HfZ' LAG SCR~""S
i , FOR 1'1000
(2) ~ BARS EACH WAY
3-1/2" SLAB
--.04
~
MAXIMUM UPUFT
1S"l1S" 548#
24' l24' 378#
30" l 30' , .388#
. --':<'
+-- 1~ MIN. --,f
POST TO SLAB DETAIL
TO 1'1000 DECK OR BEAM
FOR ALUMINUM ROOF
\
(1) #-5" BAR CONT.
o ".--
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7
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;f--,(-
12"
TYPE I
IAODEAATE SLOPE FOOT1NG
2" 112".1'.10"
TYPEiI
STEEP SLOPE FOOT1NG > 1'.11l"
NOTES:
,. FOR STRUCruRES LESS THAN 200 sa. FT. USE SECT10N 2.
2. O3UllDINGS OF 200 TO dOO sa. FT. SHAll HAVE A TYPE I FOOT1NG.
3. BUILDINGS OVER dOO sa. FT. SHAll HAVE TYPE II FOOTiNG.
4. FOOTINGS SHALL BE MINIMUM 2.500 PSI CONCRETE WIl116l6 - 10 l10 I'VELDED WIRE ~AESH
OR FIBER MESH MAY 3E USED IN LIEU OF WIRE MESH.
5. :F lOCAL 3UILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR iME
FOOTING SECTION REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
DIMENSION TABLE
..,. VI V '-<"
32" 12' 2' 10'-{)'
30' 12' 2" -at -{)'
4a' '6' 3' 4'-{)'
/
-- r~1
WOOD FRAME WALl..
2 l4 P.T.? ANCHORED WI 1/2'
l 8' 'l' SOL TS @ 4'-0" D.C. OR
1fZ' lO" DYNA BOLTS @4'-{)'
D.C.
(1) #4" BAR CONTiNUOUS
CONCRETE F!LLED BLOCK
STeM WALl.. 8' l 8" l 1 ~ C.M.U.
8'l12" CONCRETE FQOT1NG
WI ('N') #-5" CO NT. lOCATE ON
UNOIST1JRBED NAruRAL SOIL
(1) #-5" VERT. BAR @
CORNERS AND 10'-0" 0.0.
MAX. FlU CEUS WI 3000 PSI
PEA ROCK CONCRETE
. ALl. MASONRY KNEE WAUS
SHALl. HAVE A FIliED CEU
AND VERT1CAL 3AR AT AU
CORNERS
NOTE.
3-1l2" CONCRETE SLAB W/6l6
.10 l10 WELDED WIRE MESH
OR FIBER MESH CONCRETE
VISQUE....e VAPOR BARRIE.~
UNDER SLABS HAVING
STRUCruRES ABOVE
COMPACTED CLEAN FlU
OVER (SCARIF1ED) NAruRAL RAISED PATIO FOOTING
SOIL 30% DENSITY
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
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In NOOO SEAM
~ I ~ ~G SCREWS SEE TABLE
iI'~ / \ 3"X'2"l~18'
i I ALUMINUM STRAP
:0 I _ 3' l 3' l1/8"
-- . ALUMINUM PU. TE
~ I j
~ ':j 1,}J. ALUMINUM POST
:I:1 ~, (SEE'" ABLE)
~ w \ 2" x 2" l ! 18" ALUMINUM
~ : "bY,' IT TiU 2)
>:$ ;J) I t I ANGLES WI n ( 1/4" l
3: 7r;RU-BOl TS (SEE
I SECTION 9)
\.~. 11-. j
~
SET All 2
CONVENTIONAL ALUMINUM CONSTRUCT10N
PORCH POST CONNECTION
~
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LAG SCREWS SEE TABLE
THRU BOLT SEe TABLE
ALUMINUM U-CUP OR
ANGLE THICKNESS EQUAL
TO OR GREATER THAN POST
ALUMINUM POST
(SEE TABLE)
THRU BOLT SEE TABLE
MASONRY ANCHOR
(SEE SECT10N 9)
DET AJl1
i\7~
~#==
1;~~
E><ISTING.....OOO SEAM OR
HEADER
1/4' l 2' UlG 30L T (2) PEH POST
" x 2" TOP AND BOTTOM PU< TE
SCRE.,.... 2'-{)" J.C.
TYP'CAL POST
#10 ll.1fZ' SCREWS (3) MIN.
PER POST TOP AND acT.
114' ~MSONRY ANCHOR (2) P!OR
iNTO CONCRETE SCREEN ROOM
(SEE SECT10N 9)
ALUMINUM SCREEN ROOM (NON LOAD BEARING) WALL
UNDER WOOD FRAME PORCH
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COVERED AREA
TAB AREA
318" TO 1 IX' ADHESIVE BEAD
FOR A" 'MOE ADHESIVE
STRIP UNDER SHINGLE
STARTER ROW
COMPOSITE PANEL WI
EXTRUDED OR BREAK
FORMED eN' SEAlED IN
PV.CE WI ADHESIVE OR
SCREWS
~BEADS
COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL
ATTACH SHINGLES ,0 COMPOSITE ROOF PANas wrrn INDUSTRIAL ADHESIVE".
AP?t Y ADHESIVE iN A CONTiNUOUS BEAD 318" TO 11X' DIAMETE.~ SO THAT THERE IS A 1. WIDE
STRIP OF ADHESIVE .~EN THE SHINGLE IS PUT IN ?\.ACE.
FOR AREAS UP TO 120 M.P.H. NINO ZONE:
') STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE
AT MID COYE.qa) AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE
ROW INSTAllED WITH THE TABS FACING IN THE UPWARD DIR~T10N OF THE ROOF SLOPE.
2) SUBSEQUENT ROWS OF SHINGlES INSTAllED WITH THE TABS FACING IN THE DOWNWARD
DIRECTiON OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHiNGLE AT MID
COVERED AREA.
FeR AREAS ABOVE 120 M.PH.NlND ZONE:
') STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE
AT MIO COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH
THE TABS FACING IN THE UPWARD DIRECT10N OF THE ROOF SLOPE.
2) SUBSEQUENT ROWS OF SHINGLES iNSTAllED PER PREVIOUS SPECIF1CAT10N WrT1-I1WO
STRIPS OF ADHESIVE AT MID COVE."1ED AREA.
MINIMUM ROOF SLOPE; 2" IN 12"
, ADHESIVE; CHEM REX. PI. PREMIUM 94<l URETl-IANE ADHESIVE OR OSI- RF140 .
SEE TABLE 5 FOR lOAD AND
FASTENING SCHEDULE
HEADER STRAP CONNECTION DETA1L
SCAlE; ,'u.s.
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SEE TABLE 5 FOR lOAD AND
FASTENING SCHEDULE
TOP PLATE STRAP CONNECTION DETAIL
SCAlE; i'u.S.
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SEE TABLE 5 FOR lOAD AND
FASTElljiNG SCHEDULE
SILL PLATE STRAP CONNECTION DETA1L
SCALE; i'u.S.
..-1
I.Q!
1"_,
1.:1 (.11
I I I..
~
Fastener !
Schedule
NilJis
AJ1awatlIe Loads
i EartI1Quake i
I Uplift I
549 :
779
397
1,039 I
1. ~ 69 I
?rodud
DimooslOOS Fasten....
W = '-318", Schedule
S,H I NilJls
AJlcwab!e Loa<1s
1-3/8" X 0.040" METAL U-STRAP
SCAlE; i'u.s.
6
6
10
. I
"'Vind Ii EarthQuake I
Uplift Uplift I
ABU106 '3-518", S" 2 4-32 518 I
ABU 1 08 i 3-518",6" 4 S64 1.037 I
ABU110 '3-518",10"1 6 1.Zl6 1,555
'lumber of niIJls ref~ to number ead1 side of connectinq mem~ Q( eacn
side of U-strap.
'1ails to be hQ( dipped galvanized smootl1 snank (1Od) 9 ga., 1.112" Min.
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Maximum Uplift Resistance Required for Stud to Top Plate For Selection of
Required Humcane Ancl10r for various Pan or CompoSIte Panel Roofs
lead Value
Stud Soaong 4 5 6 7 6 1 I '0 11 '2 '3
1.33 lS" OIC I ,54 i 192 231 269 308 ~7 385 J24 ~ 501
2.00 24' O/C I 232 I 290 :l48 406 "64 522 sao 536 596 754
2.56 , 32" O/C I 308 385 ~ 539 617 594 771 I S48 :.>25 '002
4.00 ~'O/C "64 580 596 312 928 'Q44 , ,160 I 1276 I '392 ! ,~
1-3/8" X 0.040" FLAT ~ETAL STRAP
SCAlE; ~.T.S.
Room Projection (P) Sum of 1/2 (P) + Ovemang
I Room Proj(ldlon IPl
Ovemang' a' '0' I 12' I I 16' !
NONE I 4 5 6 I 6
" I 5 6 7 9
2' I 6 7 8 10
:r I 7 8 9 11
20'
,0
11
12
13
18'
1
10
,1
12 I
.'lotes: 1. load Value = 112 Room Proj8dlon (P) + Ovamang
2. Usa Loa<1 Value to ent.... Maximum Uplift Tallie an<:! Saied ReqUlled AnChor ReSIStance
Then Saied a Hurricane Strap WltI1 equiv1iant !1lSlstanca value.
Wind Load Conve~ion Table For Maximum Uplift Load
\'Vind Applied Co/1ver.;lOIl
Zone Load Multiolier
102 29 1.00
110 35 1.19
'20 41 1.38
'25 45 1.52
140 58 1.90
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7
Table 4.1.1 Column Capacities Supporting Conventional Consll"tlcdon
Aluminum Posts
z- . Z- x G.""'" _ ExlrualolI . Aluminum AJIooI _3 T ~
lIuimum _ AJIowIlllIe Root A.... in
Kolght LoH in l.be.. Squon 1'_ for Vono...l~ on_
-4,- 2064 :1
1-'. ::!
3'., '.>04 22
"'.,. --,m- .,
Z- x )" . O.OW _ ExlrualolI. Alum"'_ "11o?i 5Oe3 T ~
__ _ ~Ie Root"'-!n
K.loht LoH In l.be.. ~ 1'_ for Var10ua ~ on_
~ ~~ q
1';;. 2502 .5
.n, ::9
'ZO.:} '.;97 2.1
3- x 2- 1. 1).070"" Hollow ExlrualolI . AJumtnurn Alloy lS063 T..f
_ _ AJIow.o~ _....... in
'-lelaht Lo.d In l.be.. 3<1...." 1'_ fOIl Vanoua u-ia on "-
1- J.4V8 5'
1';;" ',58- >6
10".n 1," 36
~,~ V
)" X )"x O.~ RDlII'_. Alum""'''' AJIoy l10S ~,.
_ _ AJ~ Root"'- in
_ Lo.d In l.be.. 3<1...... 1'_ fOIl VlIl\oUa loeda on _
'O.;r 2~ q
\ 1'-8" 1}Bll 12
1 -4 1_383 25
1 ~ ~,Q.42 '9
)" x)". 0.__ RDlII'_. Alumin"",;.lIoy J10S ~'4
_ _ ~Root......",
Ke+aht Lo.d in l.be.. S<luaA I'Nt for Vanoua u-ia on _
,,'.or J eoo 54
, 2". 1()" ~700 <3
\4' ~ 101' J8
16'-0. '.575 25
)" x )" . O.DGQ" Fl<Md HolJo.or fxl;n.aloft . AJuminum 6OS3 T ~
lhx1mum _ AJIowaOle Root...... In
K.loht Lo.d In l.be.. S<luaA 1'_ fOIl VatlouS u-ia on _
,,'., 3.408 6
, ., L..l:&!f ~
15'-' 1. :.s
lr-' 1,49t 2.
~
Fnd Roof ~ _ Arooo .,,~ ~ S_ ='S': SlnJ<::lure ~.,~
,,= 5 x (1'/12+ O.H.~ ~'S". r, W=I2", and O.H. = 1 C'">en: ,.... = 56 Sq. Fl.
Far. 10'-1'. ;>ootand'2O m.p.n. wind Ioed or 23 ./ Sq. Ft;x>:st~ on:
.') 'Z' x J' SI1all Sedlon
21 ~ pool >=- _ beOow me 'Z' x J" SillIO Sacoon
.M><n,.,a condiions _ a pool ~ <JI'O' in a '20 '-'PH wind.......:r x:r Roe
COULD NOT SE '.-.I ~ _ t is moco lhan , 0' tal t can OI'IV SlJPIlQrt ~ SF 01_.
On l!le Fotmod _ hand. .3" x:t' FlutIod ~..." . post haq( 0110'. 7":an ~ an
..... <JI , Z! ~ feat 01..- ThA. ~ must >ataIv 00d1 heog/Il on<! ..... reQ\NOmOnts.
Table ....1.2 Column Ca$)acitlu Supporting Conventional
Aluminum posts
3- x J,- x O..oiO"' HoUow E:drua~ . AJun'llnUlft AJ~ 6063 T-a
__ _ ~RoofArM",
Helaht Lo.d In l.be.. s.,.,.... FOot fOIl Varioua loeda on P_
~".1o- :Ii$4 33
~3-' tS88 -ail
., 3 ..4 Sot
.W' 22M 4'
)" x )" . ~.12S" Hollow E><lru5_ . -'lwrunum AJIoy 50Q T ~
__ lIulm"'" ~ Roof..... 1ft
_ t.o.cllft l.be.. $quaA 1'.."" v_ ~ ""_
I . l3,g,-'
16".\- 5,184 93
1.... 4~ r
N-r 3:024 54
.... x .... x 0.12..5. HoUow Ex:iNI.ion . AJumanum AileY 5013 T...
_ lIuimunI ~ Roof..... '"
Helaht t.o.clln l.be.. 3<1UMO I'M fOIl VIt1o<;O ~ on 1'<*
'S'-~ 9.3\ 158
'6'-.5 d <;e4 i~S
21 5.432 9
23'-8" 4.0 . 13
Table 4.2 ScMduIe of AlI~ble Load. I Maximum Roof Ar.. f~ AIl<:IloB
Ancllor1llnto wood for ENCLOSED buildings
.-....- t.o.cllllulm.n 10M .... \Sq. Fl.) ca 121 IU'.H. wind 10M
~ Nw:1>at -.- of Anc:hoR
xEm_ 1 Z ]
':..x,. ~1'-sF 52flj1fz2-sF 792M33-SF
,:." x 1.112" 336Il'11-sF 7921l/33-SF ,,~
1.4. x 2.'12" ~'32OlII5S-SI"!l8C*I83-SF
5/,lI" x," l1zt113-SF 52~ ~
5/,lI"x',,12" ~ ~,~
5/1l1" x 2-112" T3ClW33-SF'~ 234OlII9O-SF
3/lI" x," JSea1115-SF 71zt13O-S1' '~5-SF
"J,~J: 1.,rr 534M22..sF 106~l4S..SF ;~7-sF
3Il1".2.112" ~1-sF 'Ta)//(74-S1' ~1I1-SF
~ into concnrte for ENClOSED bUildings
~ l.ood / MaxmJm load a<M lSq. Ft.llJ '20 1ol.P .H. wind load
~ Nw:1>at >I<.mbot of Anc:hoR
x En.bedrnonI 1 Z ]
~,'4. 'l1.,rr 7571f.32-sF 1514#I6J-SF 221~#I9S-SF
loW' x ,.,12" '057fI<<-SF 211~ l17't(1J2-sF
'l2"x,-':'. '.~ Z5Il6II'120-SF <J29;W18O-SF
Steel Posts
_...1<.0.1. s_
-
Lo.d In l.be..
'0,050
.30
5.53&
<371
]"x 3"x" G>>o. CA P_ ...1u..I. s_
-- -
H.laht Lo.d 1ft l.be..
'9'-< ' .8
21'. 1 ,'30
2:r ~ 97n
2S'~ S,
."x.".'4 G.. >II p_...1u..I. S_
_ --
_ Load In l.be..
]".)".,.~
-
-
~flJX1IArMln
~ Fa.ot fOIl Vati0<4 l.oadI on "-
179
,
'01
19.,
21-
21'''
~ Roof..... in
5<Nara 1'_ fOIl Varioua loeda "" 1'<*
209
,60
'23
~flJX1IArMin
Square Fa.ot fOIl Varioua ~ on P_
28"..a"
,9'.1" 3 J50 '6
3Z..q ~'iIl ,
A'~ 5.500 ~
4
, 05/li1II4SF
1~
26OOIl" , G-SF
'2~-sF
'a~
J 12Oit11 JO.sF
'Q~
2136001l9-SF
3S6Oi11t1 <3-SF
.
l02~ 25-SF
. 22&llI17&-SF
57r.;t1'2.,-sF
I ~~L~
I 1.07 L ) i
~L C ----"'11 i
I l.J3L 3 I !
r " i I I
! G G !
LL-L-L-L-L~
GiRDER SPUCE LOCATION DIAGRAM
Table 4.3 Allowable Head8f Spans for Exteri<< Bearing Walla
Headen Constructad of #2 Grade Non.,jenu PIne wi Of wlo PreuUf8 Trea1melrt with 112" ~Iywood Spacei'
Supportlll9 Aluminum Roof t.c.da Only
W1nd Lo.d 1 AwlIod Lo.d
',0 IU'.H./ VIISa. ft. '20 ".P.J1./l11isa. ft. l.04IU'.H./ "-Z tIS4. R.
.- sa. H_ sa. _ SIxe
ill N (21 N ,21 N c;Q N l21 N '21 N (21 I I'll :., fN l21 N (21 N ;21 N ;2l N
ROCJt Spa Z x, J Z.... J 2..,. J 2: z 12 J 2 It' J 21:' J 2.111 J 11. 1J: I J h. J %.... J 2.HI J 2.,2 J
u.rnt><< ~ l.urnl;<w ~ l.umbot Glade
V~. I ........ ........ ..,.".. V~. 11...... ...,.. .. PM V~. .. PM ...... ........
ilYi _ Bu _ !luI W\dtlI
Z '5'-3" 1 '9'.." 1 23'-~ , 21l'-~ , 15'-3" , <S-~ , 23'-~ 1 26'-9" , '5'-8" 1 <S-'Z' 1 <S-2"' , 26'.9" ,
. 10'.'0-' ':r-5" 1 16'.1' 1 '6'-8" , '0'-'0 , '6'.,' 1 '6'.,. 1 '6'-3" 1 '0'-10' 1 1 1l'.1 , 1 16'-" 1 16'-3" 1
" 9'-7:' 1 "'... 1 13'-3" , '5'.7' 1 9'-7:' 1 \1'.." , ,:r-3" , 15'-7' 1 9'-2"' , "'... 1 13'-3" , 1:1'-7' 1
14 1l'-7:' 1 10'.'. , 12".'" 1 ,:r.', , Il'-'Z' 1 '0'.,' 1 "2"." 1 ,:r." , 6'.'Z' , 10'." 1 '2".'. 1 ,:r.\1 1
" r-3" 1 7.." 1 "'-~ 1 '2"-10- 1 r..... , !l'..' , \1'-2" , '2".'0' 1 r-3" , 7..' 1 "'-2" , '2'.,0' ,
ZZ r-,. 1 1l'-3" 1 10'.5' , '2'"" 1 r-" , iJ'-8" , '0'-," 1 12""" 1 7'-,' 1 6'-3" 1 '0'.5" , '2'"" Z
:zs 6'-3" 1 6'-J' 1 9'.1\)" 1 "'... I 5'-3" , iJ'~" , 9'.1\)" 1 \1'... 1 6'-8" , 11'.3" 1 9'.10" 2 ,,'..' Z
JlI 6'... 1 r-,O'" 9'.5" 1 10'-'0- 1 6'..' 1 r.'O" , 7-S" 1 '0"'0' 1 5'..' 1 7'.,0" 1 7..... 2 '0'.,0' 2
U 6'-3" 1 r-3" 1 7-2"' 1 10'.7"' 6'-3" , r-r 1 7-2"' , 10'-7' Z 6'-3' 1 r-3" 2 7.7:' 2 10'-7" 2
_ 'IN..J. .'lN~I1UIl"be<a1jad<_ dtl1e numoor<JI,adt sllJ<ls <S 11) ",",,1M 0_"""1 oe~ by. $<<roO 'JIlIQUIIi pst
-
2l.la* SlIJdtI .... .-.nod '" bI .:z _ pone. or tlr.
31 UN "0 M.P.H./V Sq. R. ro.~desq1_18a il1an \10 M.P.H.
4) ~ ioalllndudeo :zs I Sq. Ft Oead load.
51 EluOdin9 _ '" measnd ~ to !he ""'.. For _~ _ _ _ sosna """1 De ~led.
Table 4.4 AJlowabJa F100t' Joist Spans for 0>1cls and F100n
Jo<am ~ <JI.:z Glade Non-<lenw PIne wi or _ ProsauA T_
Suwortir>t flJX1I _ c.ilIr>s l.oadI Only
Tabla 4.5 Allowable F100t' Of Oeek GIrd... Spans
Girders COt1etrudad of "TWo (2)12 Grade Non~ Pine WIth 112" Plywood Spacer
Supportlll9 Floor [)qd loads and Uve Loeda
""'"' !.Dad
<5II1G.1\.
~ It.
"""""' SOd Oouble SI*' ....,.. "'-' 00ubIe _
S:'" rl.ri Z'"zrlr.1r1r:l1r rl.rlrl.rp.x1r{rx1Z" rl.rlZ""'I.;~-"-~~"11' r:lr rt.rll"'x,rfrx1r
u.nbar ~ u....l>er ~ l.umber Glade u.rnt><< Glade
V~. .. V~.;...- VI. ;...-;..-lR.... ..,~. .."'~l'IO<<la......
~~ ~~ ~~ ~~
lZ- "'_7" '5'-:1' 17.." <S.." "'-1" 15'-:1' 19'''. <S... \1'.7'1 '5'-:1'1,9'''. <S..' ,,'-7" 15'-3. 19'... <s..'
15" 10'-7' l:r-la1 Ir-1" 21'-3" 10'-7' ,:r.1 ,.,..7' 21'-3" 10'-1" '3'.101 ,.,.-rT21'-:1' 10'-7' '3'.,0" ,,,,.1" 21'-3'
.." 1.J' 11-1" '5".." 18".7' 9'-:r 12'.'. '5'... 18"-1" 9'-3" "2"-,.1'5'.."1 '6'.7' 9'-3" 12"." '5".." 16'-7"
_: 1) i\wiiOd load __ 511 Sq. R. dead Iaocl b dedi. JQ;oI ~ ilaIoo _ .. part a( IInm'Q spin
2) JQ;oI shaI bI _.,...., ~ at>d naolecl~. S;lIciI'O at fooolshal na bI"""""'-
Lo.d W1dII1
Z-..-
to Glrder
S.P .E.
8"4' 6'-7:'
8"4' 5'.7"
'0'4' 5'-'Z'
12'4' ,"..".
'4"4' "-3"
Glrder ~
-
Load WldIlI
to G'-
8"4'
1'4'
'0'4'
'2'-<1"
'4'4'
- SpOQ
-
''''''''''
.-- Lo.d
5OIIsq. I\.
5ln<lle _ Double 5"*1
z-.r z-"1z-.,r Z-..- Z-x'- r "~z- .1:1'
~ Glade l..llmbor ~
.:z P1f<E R. f'l1jE R. f'l1jE S.JI.E. R. PINE .:z P1HE .:z Pl/IOE
_ S.-. GIrdor SQM
iI"-'" '0'-3" '2',S" 6'-2"' Il'.'. '0'-3" 'f'Z.~
r.." 9'..' "'-3" 5'..,. r.... 9'.... "'-3"
6'.11]" 1l'-3" 'a-3' 5'-'Z' 6'.,0" iI"-3" '0'-3"
6'.S" 6'-2"' 7.'0" .....". O".S" iI"-2"' 9"'0"
I!".,.. r-.,. ~.." "-3" 6"'.1" /"..,. 9'..'
~ ....8
z-..-
Awl*! Lo.d
0llItI.q.1\.
SincJe s.-. Oouble 5.....
z-..- z-,,~z-"r Z-x'- Z-x'- Z-'1~Z-'1:1'
I.u_~ luml>er ...-
..:z PlNE.:z f'l1jE~ i'tNE S.P 1'. .:z PlHE .:z P1l'lE R. PINE
l:J1rdor SDM Gltdor SDM
r-3" 7-3" "'-9" 5'-10" r-3" 9'-3" "'-'"
5'.,," iJ','0" 10'-3" 5'-3" 5'.". iJ','0" 'a~
O"-S" iJ'-2"' 9"."" .....1'. 6'-," iJ'-'Z' 9'.11"
5".," r~ '1... I.'.r 5".,. r-3" 7...
s.g- r.... ;r.,0" 4'-5' .,..,. 7'.... iI"-'O"
'OlE ....8
Tn"'" 5
z-..- Z-..- z-.~r.'r
l.umber ...-
S.P .E. .:z PlNEI.:z PlNI!.:z FrNf
GlrOw 5.....
6'-2"' <1'.'. Hr..r '1.S"
5'-'" r.... 9'.." ,,'-3"
5'-2"' 6'.10" 6'-3" '0'.....
,'.". SO-S" 6'-'Z' 9"'0"
"-3" 6'.,. r-.,. 7....
A.8.C.D
Trlole SCM
z-..- Z-..- z-,'~r,'r
l.umbot ~
S.P 1'. .:z PINE .:z P1NE .:z PINE
GlrOw Sllllft
5'.,0" r-r 9'-8" "'..,.
5'-Y' 6'.,," 6'.,0" '0'-3"
....11. iI"-s" SO-'Z' 9".".
4"--r lr.'. r~ 9'..'
4'.s-' 5'.'1' r.." 3",'0'
....a.c.::J ...
') ^""""" load induOel . '0 . / SQ. II. dead load foI1Ioonng and jooo<. Giro<< ~ is oisG ~ in
~ ...-.
21 S?Hat<q at <;iItian snao De oj , 13 soon poonlS on" al'd .. "".",. ."... ,. ~
J) SQa<1S """-' '"090"3 ...... ,. eQUal.
'I o.oema.""QI ~ ~~ st;a;I be iin"lfted to Z-4r ioCst.
5) ~ l\Jmo. \:0 CJe. 2 ~ ~ ~~ u-ea~ 0CIe.
S.P .F.
5"-'0"
5'-T
.'..".
4'..-"
4.'.5"
~
(/):J
wZ
a::<:(
::l:a (/)
f-(/) W
~ W Zl-'
~o:OCO
a:::J-<:(
f-f-f-f-
(/)ua~
W:Ju.JZ
~a::cC
<:(f-c-
a::(/)Of-
LL..:aN~
O~ (/)
Cz
C-
~~
~
i--
1lJ~
~ ('oj
a.. :3 N
V).:"1
::fa'~~
Q)U<(,...
Ci--lZ1',,,
c~g;;;2
Q);;o?(':::.;f
~aX",
CC3:d!':::.
.~~w;t
IlJ lU is lZ e.
0",9)(
Q)'a:sa.<(
uffi?l:JlJ..
C lU ... cu
~~~.... /;
roo::a.
.....J~
/
i\UG Pzoao
A~
SH f:j'fr
t, 6
OF
7
AI. TERNA TE ctlNNECT10N:
(3) #8 SCREVYS PER PAN
Wl-rn,' MINIMUM
E.MBEDMENT iNTO FASCtA
mROUGH PAN BOXED E.~D
iJ10)( '-112" S.M.S. (1) PER
RAFTER OR TRUSS TAIL
#10)( 3/4' S.M.S. @ 12" O.C.
FOR MASONRY USE
114')( 1-1/4' TAP~N ANCl-lOR
OR EQUAL @ 24' O.C. FOR
WOOD USE #'10)( 1-112" S.M.S.
OR WOOD SCREWS @ 2" O.C.
EXISTiNG HOST STRUCTURE:
WOOD FRAME. MASONRY OR
O-rnER ctlNSTRUCT10N
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
EXISTlNG TRUSS OR RAFTER
SEAlANT
#8)( 1/2" S-'.4.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
HEADER (SEE ~TE BaOW)
ROOF PANEl.
#8)( 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (') @ RISER
(TOP)
EXISTiNG F ASC:A
SEAlANT
#8)( 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1l@RlSER
(TOP)
HEADER (SEE ~TE BELOW)
ROOF PANEL
#8)( 1/2" SJd.S. (3) PER PAN
(BOTTOM) AND (' ) @ RISER
(TOP)
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANas SHALL BE ATTACl-lED TO mE HEADER \\11TH (3) EACH #IJ)( 1/2" LONG
CORROSJON RESISTANT SHEET METAl. SCREVYS \\I1-rn 112" '....ASHER5. AU. SC."lEW
HEADS SHALL BE CAUU<ED OR SHAlL HAVE NEOPRENE GASKET BETWEEN Tl-iE
WASHER AND Tl-iE PAN. PAN RIBS SHALL RECEIVE (1 lEACH #8 )( 112" SCRE,., EACH. mE
PANS /MY BE ANCHORED Tl-iROUGH BOXED PAN W1TH (3) EACH #IJ)( l' OF mE ABOVE
SCREW l'fPES AND mE ABOVE S?EC1FIED RIZER SCREW. #8)( 9115" TEl< SCREVYS ARE
AU.OWBJ AS A SUBST1T1.JTE FOR #8x 1/2" S.M.S.
#10 x 1-1/2" S. M. S. OR WOOD
NOOO SC.'<EW (1) PER
RAFTER CR TRUSS TAIL
#10 X 314' S. M. S. OR WOOD
SCREW SPACED@ 12" O. C.
FOR ~SONRY USE
1/4')( 1.1/4' TA?CON ANCHOR
OR EQUAL @ 24' O.C. FOR
WOOO USE #10)( 1-1/2" S.M.S.
OR WOOD SCREVYS
@ '2" O.C.
EXISTING HOST STRUC11JRE
WOOD FRAME. MASONRY OR
ornER CONSTRUCT10N
COMPOSITE ROOF ANCHORING DETAilS
ROOF PANEL TO FASCIA DETAIL
EXISTiNG TRUSS OR RAFTER
#8)( 1/2" S.M.S. SPACED
@ 8" O.C. Born SIDES
ROOF PANEl.
#8)( 112" S.M.S. SPACED
@ 8" O.C. Born SIDES
EXISTiNG FASCtA
#8)( 1/2" SJ..4.S. SPACED
@ 8" O.C. 80m SIDES
ROOF PANEl.
#8)( 1/2" S.M.S. SPACED
@ 8" O.C. Born SIDES
ROOF PANEL TO WALL DETAIL
~TES; NooO STRUC71JRES SHOULD ctlNNECT TO TRUSS BUTTS OR Tl-iE SU8-fASC'.A
FRAMING WERE POSSIBLE ONt Y 15% OF SCREWS CAN BE OUTSIDE Tl-iE TRUSS
Buns. SU8-fASC:A AND l110SE AREAS SH.ALl. HAVE DOUBLE ANCHORS. AU. SCREVYS
iNTO mE HOST STRUC11JRE SHAll HAVE MINIMUM 1.1/4' WASHERS OR SHAll BE
WASHER HEADED SCREWS.
HEADE.q INSIDE DIMENSION SH.ALl. BE EQUAL TO PANEl. OR PANS "t". Tl-iE WALl.
mlCKNESS SHALL se Tl-iE Tl-ilCl<Ness OF Tl-iE ALUMiNUM PAN OR COMPOSITE PANEl.
WALl. mICKNESS. HEADERS SHAll BE ANCHORED TO Tl-iE HOST STRUCllJRE WI-rn
ANCHORS APPROPRIATE FOR Tl-iE MATERIAl CONNECTED TO. mE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 MJ>.H. FOR sac SECTlON 1606 FOR A
MAXiMUM POSSiBLE SPAN OF Tl-iE ROOF PANEl. FROM Tl-iE HOST STRUC11JRE.
EXIST1NG HOST STRUCllJRE:
WOOD FRAI..le. MASONRY OR
omE.q CONSTRUCTION
" FASC:A (MINIMUM)
BREAK FORMED METAL SAME
mlCKNESS AS PAN
,MINiMUM) ANCHOR TO
FASCIA AND RtZE.'< OF PAN AS
SHOWN
#8)( 314' SCREWS @ 5" O.C.
#8)( 1/2" SCREV"S @S"O.C.
ROOF PANEL
....i
<(
(j'J::J
u.JZ
~<(
:J~ (j'J
~(j'J :::i
S:2wz<(
....~Of-
~---u.J
f-~t:o
(j'JUOt--
u.J:JUJz
~~CO
<(f-o_
~(j'JOf-
Ll..~NU
O:J u.J
Oz (j'J
0-
~~
....i
<(
I
i---_-<
I ~
--_ I
-'
ALTERNATE ROOF PANEL TO WALL DETAil
HEADER (SEE "OTE BELOW)
#8)( 9I1S' S.M.S. @ 8" O.C.
FOR ~SONRY USE
1/4" J( '-114' TAPCON ANCHOR
OR EQUAL @ 24' O.C.
FOR WOOD USE #'10)( '.112"
5.1.4.5. OR WOOD SCREWS
@'2" O.C.
,>-
UJ ~_
'f.' N
1"\ ..._
U-:::l N
Vl'"
~-~li;:
Q)()<"""
r:::~a;!:g
ClU~~~
Q)~~.~
000 8,"-
~J:__
"5!>-w;!:
UJ :jZa>
~g~~
Q)'=O:~
uf5~ClJ~
c lU ... :;:j
Q)~~>-
~ ~ ell
:: Uj ci
C'ilso,;
....JG
NOTES: ROOF PANEl.S SHAll BE ATTACHED TO mE HEADER 1'.'/ (3) EACH #IJ )( 1/2" LONG
CORROSION RESISTANT S.M.5.N/112" WASHERS. ALl. SCREVV HEADS SHAlL BE
CAUU<ED OR SHAll.. HAVE NEOPRENE GASKET BE1YYEEN Tl-iE WASHER AND Tl-iE PAN.
PAN RIBS SHAll RECEIVE (1) EACH #8)( 1/2" SCREW EACH. mE PANS MAY BE
ANCHORED mROUGH BOXED PAN WI (3) EACH #IJ)( l' OF me ABOVE SCREW TYPES
AND mE ABOVE 5PECIF1ED RIB SCREW.
OF
7
3' COMPOSITE ROOF PANEL
(SEE SPAN TABLEl
FASTE.'-jING SCREW SHOULD
BE A MIN. OF l' SACK FROM
111E EDGE OF FtASHING
STRIP SEAUINT 3ET'....EEN
FASCtA AND HEADER
5'
:ta x 112" ALL PURPOSE
SCREW@ 12" O.C.
3REAKFCRM FtASHING
I
i
/
I
/
10"
I
-S-
I
I
NOTE; '..."EN SEPAAAll0N 3Ei\'ICEN
DRIP EDGE AND PANEL is
LESS 7HAN 314"111E
FtASHING SYSTEM SHCWN IS
REQUIRED
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. A.ASHING TO BE iNSTALLED A MIN. 5" UNDER 111E FiRST ROW OF SHINGLES.
2. STANDARD COIL FOR A.ASHING IS ",6" .019 MIL COIL
3. FIRST RON OF NAllS WILL HAVE TO 8E REMOVED TO iNSTALL A.ASHING PROPERlY.
~. FtASHING WILL 3E iNSTALLED UNDER THE FELT PAPER WHEN POSSIBLE.
5. HEADER WIll. 3E ~JT1'( TAPED AND CAUlKED EVEN 1110UGH FtASHING IS TO
aE iNSTAllED.
6. IF -mE DROP FROM TnE EDGE OF THE SHINGLE DOWN TO THE TOP OF 11<E HEADER
IS MORE THAN 1" nlE!'.j 111E JRJP EDGE WILL HAVE TO BE BROKEN TO CONFORM
TO -mIS DRO?
7. Wl1E." USiNG AJlSHING 11-1E SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED 12"
03 MIL ROLLFORM OR B" aREAKfORM IS BEST SUITED FOR HEADE.q SINCE IT
KEEPS 11<E Ft.AP U? OF 11-1E HEADER SACK FROM THE EDGE OF 111E FUlSHING.
8.MHE." SEPAAAll0N BEW"EE." DRIP EDGE AND PANEL A.ASHiNG IS REQUIRED ~12"
SEPAAAll0N MiNIMUM.
9. STR)? SEAlANT SE1WEEN FASCtA AND HEADER PRIOR :0 INSTALLAllON.
(3) #10 X 2112" S.M.S. @
RAFTER TAILS OR 2" O.C. MAX
WI 2" X 6" sua FACtA
RECENlNG CHANNEL OVER
SEAM ANGLE PROVIDE 0.060"
SPACER @ RECEMNG
CHANNEL ANCHOR POINTS
ANGLE. ANCHORS. AND
REC:EVING CHANNEL PER
SECllON 9
MiNIMUM 2" X 4" FASCIA
NOTCH ANGLE FOR GUTTER
MUST REMAiN FOR ANGLE
STRENGTH
2" x 3' x 0.050" MIN. WI (4)
1110 x 314" 5.1.1.5. FOR LAAGER
3EAMS USE :BEAM DE?11i +1)
FOR NUMBER OF SCREWS
(SEE SECllON 9)
CANTILE'IE,qED BRACE CONNECTION ia) FASCiA rEND \flEW}
PAN ROOF ANCHORING DETAILS
RIDGE CAP
HEADERS AND ?ANELS ON \
3011-1 SIDES OF SEAM FOR
GABLED APPUCAll0N
#8 x 9116" TEl< SCREWS
@ PAN RIBS EACH SIDE ~
CAULK All. i:XPOSED \
SCREW HEAD~ -r.
1 '
~
#8 x 1/'2" S.M.S. (3) PER. PAN ~
AND (11 AT PAN RISER
AL TERM TE CONNECTION: #8
x 1.1/4' SCREWS (3) PER PAN
iNTO BEAI.. TI-iROUGH BOXED
END OF PAN AND HEADER
'NHEN FASTENING PANELS
OR PANS TO WOOO PLA res
SCRE"NS SHAlL HAVE A
MiNIMUM EMBEDME.-.T OF l'
i
-+
FCR COMPOSITE ROOFS;
#10 x ,I + ~/'2"1 S.M.S.81
'.1/4"QJ FENDE.l:l. WASHERS
@ '2" O.C. (LENGTH =
PANEL 1111Cl<NESS + ,")
@ ROOF BEARiNG ELEME...T
(SHOWNl AND 24" O.C. @
NON-8EARING ELEMENT (SIDE
WALLS)
ROOF PANEL TO BEAM DETAIL
\1
. I
SEAlMT
PAN HEADER (BREAK-
FORMED OR EXT.l
PAN OR COMPOSITE ROOF
PANEl.
#8 x 112" S~'A.S. (3) PE.l:l. PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
(3) EACH #8 x 112" LONG S.M.S.
PER '2' PANEL
+
I
ROOF PANEL
(PER TABLES SECTlOI'/ 71
SU?PCRllNG BEAM
(pE.q TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
BEAM TO MIN. POST
(SEE TABLE 1.61
ANGLE (SEE SECTION 9 FOR
SIZE AND NUMBER OF
SCREWS) ANGLE LENG111
EQUAL TO BRACE DEPTH
PLUS (+14" ATTACH EACH
ANGLE TO F ASCtA PER
SECTION 9
MINIMUM CANTlLEVER BRACE
2" x 3" x 0.050" OR EQUAL TO
POST SIZE USE (BRACE
DE?11i +') REQUIRED
,'1LiMBE.l:l. OF ;:110 x 9116' S. M. S.
EACH SIDE
BEAM TO WALL CONNECTION
(SEE SECTION 9)
fS
j
--,----,t'-r
I I
, ,
, I
o 0
o 0
o 0
o 0
I
I
I
^
!
i
~
1
I
!
~ 0
0
!i: 0
0 '"
<:l 0
'"
0 U
~ 0
0 :n
0
A .:' 3 ^
a = OVERJ.<ANG OIME.'<SION
A = WIOTI-i REQUIRED FCR
GUTTER
CANTILEVERED BRACE CONNECT10N TO WALL AND FASCIA DETAIL
~
:nl=
wZ
o::~
;Jlz (/')
r-.(/') ....J
~IWIZ ;;(
C! ~Ig f-
f-~f-w
r" f-I_ C
.Ii U 0
III ~ I""-
'-'".JWZ
zO::O
~ 1-'0 9
0:: (/')10 f-
u.. z N UI
0"'" w
012 (/')
0-
z
~I:J
~
.....
w ~ ~
. -- ~
0.5"
'" '"'
~- 6 i ~
Q) CJ q;' ~
c....:<:,..,.
C~g~~
~ ;,... ~:.:;J
Q)<l.~~;i
[JJ~:::~:::.
. ~ ~ '-LJ ;;
W '-u 5 Z 0>
0,-,,0;:("
Q)' :I: 0(
u(5~Cb"-
C -U ... ,ll
Q)~~f-
'- ~ :ll
3 ~ 0
<i3:;
.....JiJ
OF
7
[I
12"
f
[I
,./
,;'
12"
f
I
^
12' WIDE x VARIOUS HEIGHT RISER [lNDUSTRY STANDARD] ROOF PANEL
SCALE; 3116' = l'
12' WIDE x 3' RISER lNTl=RLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE; 3116' = ,.
Table 1.1.1
1-1/4'" 'l1r x 0.01'- l:tJ..... p~
,lJlowable Spans rOf Industry Standarc\ RIser Panels fOO' I(...,O\.lS Lca<ls
Aluminum Alloy 3105 H-14 ~ H.'"
Table 1.1.3 "'lkr<<ltble Spans fo< Ind\.lst!'f S\andarc\ Riser Pa"",s fOf I(arious Loads
Aluminum Alloy 3105 H-14 or H..5
Table 1.1.5 Allowable Spano for Indu.t!'f Standard C:.at&d Panels for Various Loa~
Aluminum Alloy 3105 H.,4 or H..5
1-.3.'4- x ,Z-s O.C1r C1..tId P.ne~
N1nd
RaQlon
'01lot.P.H.
11. ....p.H.
'2O....p.H.
13l1....I'.H.
'.......p.H.
'5O....I'.H.
'01lot.P.H.
"0 ....I'.H.
120 lot.P.H.
131lot.P.H.
~lot.P.H.
1~""I'.H.
O?en S<llldlnop
A;>plled 0v0rnan9 Condlllon
U>ad 1 &2 ] 4 _
5 oan S"*' SI'M CiIIlIllevw
4'.,,' ",.,' if.1:' ;:.... '01l1P.H.
,'-a" rr.9" 5'.\1' ;:.1:' 110 lIP.H.
".5" rr.'" rr.r- ;:.,' 120 lI.I'.H.
.'.t:' rr-1:' rr.J' \'.\ \' 130 lIP.H.
J"-"- 4'..". ~q ~'-Ht' 140 -....P.H.
t.q' .'-6" ,'.q' ,'.9" 150 ".I'.H.
Mnd
i1~
17
20
:4
"
J2
l1
HInd
ROQion
'1
20
:4
..
J2
l7
'02l1.p.H.
110 lIP.H.
l2Oll.I'.H.
13llll.I'.H.
UGlI.I'.H.
150 lI.I'.H.
1.114". Ir. o.lI3r Rl.- P.......
Enc;loud ~
Awlled ~ C"oc,Itio<1
U>ad 1 & 2 ] . .'llu
51*' 5_ Scan Contl_
lG 1'.'(1' l.T l4.' J'.ll)"
3.5 ~'.~ toT Z.Z- '/.1r.r
_1 "-8- Zq r-~. .')'.q-
... ,'.-,. ,'.,,- "."":/.'/'
51 1'-0- ,'.1l1' l'.H:f '7~
54 ".5" "-9" ".9" .J'-8"
]". lr. a.alr RIur P.".,..
~BUlldl",..
N1nd Awlled ~ ~Illon
Rf\jion [.Q.cI I & 2 ] 4 .....
5_ S""n 5""," c.ntl_
,(7."- 1]'.'. '3"-4" .t'.,,-
~O".,. ~Z.f). ~Z-~ 4:.~
1./3" ,,'.9' 'l.;)" "-li"
1..0- "'-<"' "'.S. 4'.1-
~.r 10".'" '0'.'0 .1,'-(f
~-1:' \0'.2' '0'..' t.,1)"
102..P.H
110 lIP.H
120 "P.H
130 lI.I'H
14l1l1.P.H
150 lI.I'.H
'1
~
:4
a
32
l7
EncloDd B~
Awl~ ~ C"oc,rtlon
Lo.a 16. ] 4 I 'llu
Scan 5_ 5.- ContlJ.vw
lG 4'./3" ~.r ~.g" :-t:'
35 4'-4" ~-4. 5'.~. t-o-
" ".,'~.{f' rr.2" ,'.,,'
.4..1 3..'0'" 4'.rr 4'..~cr ".'0'"
51 J'-8" ,'-li" "-8" ,'.9"
54 J'-ij' ..... ".5" I ,'-a'
]". 1r. O.O:Zr Rl$ot PanoIa
~ Buildln...
Mnd AwUO<l o..ma~ C ondlllon
i1.,...,.. [.Q.cI 1&2 ] 4 !II...
SIla. SI'M Span C_
".,'0" 1....a. 14'." ~..fJ"
H''''. ,)'." .4'.). r:?.;r
,{)'-3' 'J'-2" 'J'.5' ~.{f'
,()'.,' 1:./3" 'l.g" ".9"
g'.7'" 1 1 '_1 , . 2". ~" J,'..rs-
3'-l" "'-4,. 1,',r 4........
102 ".pH
110 lI.PH
120 liP H
130 ".I'.H
14l1l1.I'.H
150 lIP.H
'1
20
:4
"
l2
31
'02 "'-I'..~
,,. "'-I'.H
120 "'-P.H
1301ol.l'.H
''''lI.p.H
150 lot.P.H
102M.I'.H
110 "'-P.H
120 lI.p.H
134Io1.1'.H
,... M.P.H
150 "'-P.H
WInd
Rf\jlon
EncloMd BuIldl.....
~ OvwlIa~ Conclillon
[.Q.cI ~&2 ] 4 .If...
S<>M 5_ 5_ ~
JO 8'.,0'" 10'.' '''-,. 4'-Z-
,5 If'" lit..' ,it-)" t.,,'
., ~.<r '1'.,,' )'.g"
... r./3" 'I'.J" ".," J'.;;'
51 r-l' ~,'(1' 11'.", )'..'
54 If.l(1' if-5" lI',r t-t:'
101 MP.H.
110 lIP.H.
120 MP.H.
130 lI.I'.H.
''''lIP.H.
,50 MP.H.
Rf\jlon
,(
12"
l
^
iNDUSTRY STANDARD CLEATED ROOF PANEL
SO.l.E: 3116" =,'
WInd
OQefl BUlIdI",..
N>p/led ~ Condlllon
[.Q.cI ~:.: s~ so:..' C_~
11 r-li" 'I'-J' '1'./3" J'-li"
~ 1'-1:' !r.'0" '1'.;)" J''''
:4 6'.~' ~..' Ir-ij' )'.2"
:.. €r.5- r.',. ~'.,. -:-0-
32 6'-\' r.iS' r.iS' :.1f)"
11 5".'0'" 7'.7:' r-.." Z.'r
\02l1P.H.
110 !IIP.H.
120 ".I'.H.
1134 M'p,H.
,... lIP.H.
150 lIP.H.
Mnd
Rf\jK>ft
E.'lCloMd Bulldl.,...
Aw<!e<l 0vwlI""9 Condlllon
LoN 1&. ] 4 """
5_ Soan 5.... ~lo1<w
:0 ~_1cr ''r-Z- '2'-5" 4,'..0'"
35 :J-s' 11'-r, ,'-~O .....So.
., ~-'(1' 10'." 11'-2" .'.2"
~ 8".~ 1(1...... 10'.7'" 3'-".
51 7'.\1' 1.'1)" '0'.,' )'.9"
54 1'.)" '1'-5" ".1' )'.1"
1..J.'.'" x lr x Q.02" C1Mtad i'aneie
0_ Bulldl",..
AwlIeG o..ma~ Conaltlo.
Load ~:.: s~n s~n I ~~:.
'1 if.5" '0'.,' '0'.)" I J'.I"
211 ~.{f' '1'.,,' 10'-,'1 )'.g"
:4 1',1" ~..' ~-ij' I )'-1'
=:1 r.r 3".'0'" '1-0'" r.....
l2 11'.'0" ~.5' if,"', )'.;)'
37 6'-8" if." 3'.]' 3'.,'
Rf\jlon
100l1.I'.H.
110 lIP.H.
12Oll.I'.H.
13l1MP.H.
l"'IU'.H.
150 MP.H
0..- S<llklln...,
WInd Awjj;d ~ ~Illon
RaQion loed 1&2 ] 4 _
SPMt Span 51*1 ~
100....I'.H. '1 5'-\1l" r.T r.". l-<r 102l1P.H. lG
"0 IolI'.H. 20 rr.r 6'.". r.{f' l-li" 110 lIP.H. J5
120 lot.P.H. .4 rr.]' 6'.;;' 6'-a" ;:./3" 1.0 lI.I'.H. .,
13l1lot.P.H. " "-1" 11'.1:' 5'...' :... 13l1l1.I'.H. ..
'''IolI'.H. 32 ".g" 5'..(1' 5'-1" l.J' 14l1l1.P.H. 51
150 ....P.H. 37 1,'';;- rr.r rr.<t' :.l' 150 ".I'.H. 54
~_ r_ roaI panel wdh " """"....ath piua .... wdh pi\.- <MlOt\ang.
Enc_B~
Awlled ~ c.oooItlon
U>ad 1&2 ] 4 JoIu
SPMl 5_ 51>... CMrtl_
4..1lt' ~q ~.r Z.'J.
"-8" ~.9" 5'.HJ' l.t:'
..... ~.5" 5'./3" l-"
"-1:' ~.1' 5'.J" ,'.,,'
3".". .'.'17 .'.1," i'.,O'"
J'.~' .'-8" .'.9" ,'.g"
J" x '2'".0.032" Rl$ot p.,...,.
Qo;loftBulldl.....
WInd Awl*' ~ Condltlon
i1f\jK>ft Lo.od ," . ] 4 .....
5"". Span Soan CM1dr.v.<
102l1P.H '1 ,;:.9" '5'.9" Hr.,' rr.{f' 1021U'.H lG
110 lIP.H :0 'X-2' 15'.;)" 'rr..' :/.;)" 110 lU'.H J.S
120 1II.I'.H :4 \1'.,,' ,.'-2" ,.'.5' 5'.;)" 120 ll.1'.H .,
134lot.P.H :1 \0"'0" ,t.5' 'J'-a' S.;)" 134ll.I'.H ...
''''lU'.H J2 '0'..' ll.9" ,J'.{f' .','il" ,''' M.P.H 51
150 ".p.H 37 '1"'(1' \:-2" .:.,,' .'.J!' 150 ....P.H 54
'late: ~oloI roaI 031'?oI_' n:>om _ P"'" w8lI_;.ilJs """"'.ar<J.
EncloMd Bulldl.\jS
~ o....m.~ ConclItIon
LoN 162 ] 4 .....
5_ SPMt 5.... C-..
H1-r 13".'. 13"-4. 4"'-1''''
'11-'. '2'.5. '2"-8'" J.'.rj'"
l-1i" ,,'.9" "'." ~./3"
1-'1' ,,'.2" "..... ~.J.
~--r 10'.'" '0".10 4'-:r
if.1:' '0'.,' lit.... 1'-\1l"
1...J.... x 1r 1. a.D3r C1u.ta4. P'Mta
0_ BUlIdI"..a ~ BUIIdI....
Mnd AwlIeG ~ Condltlo. .Mnd ..."",1eG evw;,a~ Cor><lMlon
RaQIon !.oM ~:.: S~ so:.. C~:. i1f\j;on [.Q.cI ~:a~ S~ S~ Can~:""
10UIP.H. '1 1-'" ,'-2" \1'.,' ,'.T 101l1P.H. 0lI r-li" '1'..' 1./3" J'./3"
"0 lI.I'.H. 20 f!'-li" 10'-3' '0'." .'.,' 110 lIP.H. l5 )"-1:' 1I','1l" 1.;)" J''''
120 MP.H. :4 11'.1:' 10'." .O'.J' J'.,O" 120 lIP.H. ., 6'.9" f!''''~.;;' 3'.1:'
134lU'.H. .. r.<r 1.'" '1'.9" J'-li" 13l1111P.H. ... 5'.,' 7'.\ \' il'." )'-'1'
'''' MP.H. J2 1'.." '1'.,' 1.3" J'.5' '''lIP.H. 5t f!'.,' 1'.;;' r.iS' :.11l"
'50 M.P.H. 37 r.{f' if.iS' ~.,O" 3.... '50 lIP.H. 54 rr-,(1' r.t:' 1'..' :.9"
"'- ;otaj roaI can" _ . ""'"' 'Md1!1 ""'. .... _ "",. ~
1.'/4" . 1 r . O.O:zr Rl.- P..-
O?en S<l~
WInd Appl~ ~ C<lndltlon
RaQion U>ad 1 &2 ] 4 _
SPMt span Soan ~...
rr.;;- "'-9" 6'-1" ;:.1'
rr.1:' 5'-5' 5'-1" :.,,"
.'.". 6".,. 5'-Z' Z.....
.'-8" rr.9" 5'.'(1' l-t:'
.'.5" S-8" rr.'" :.,'
,'.3" rr.3' rr.... ,.-".
HInd
i1~
Mnd
p"",ion
Table 1.1.2 Allowable Spans for Indus1ry Standard RIser Pa..,el. fOO'Various Loads
Aluminum Alloy 3105 H.14 ~ H-.5
Table 1.1.4 .l.lkr<<ltble S\3ans (0< Indus1ry Standard Rlhl Panels for I(arious L<Uds
Aluminum Alloy 3105 H-.S
1.1;r. 1r x o.a,r Rl.-_
o~ Buildm...,
WInd Aw"-" ~ Condition WInd
RaQion U>ad I & . J 4 IIIu ~
Spu Spen SI'M canift...-
6'-,' 1'.;;' 1'-1" :.,1)" 100l1.I'.0;
S.g" )".\' r.J' ;:-8" 110lot.P.H
5'.5" 5'-a" rr.l(1' l.r 12OllP.H
rr.l' 6'.... rr.;;- 1:.5" 130 lIP.H
4'.1" 6'-\' 6'.l' ;:... ''''lI.l'.H
,'-a" rr.9" 5'.". l.1:' 150 lIP.H
le2lot.P.H
1I1l1.p.H
121 lIP.H
13Olot.P.H
,......I'.H
lse....I'.H
'1
20
Z4
21
l2
l1
1.1;r. ,r x ..O:zr Rl.- p..-
O".,. S<li1dln<wS
AwlleO ~ C"oc,Illon WInd
U>ad ~ 5;" ~ c..nu:*:- Rf\jion
'1 O'-ij' il'.{f' f!'.1:' t.,. 102l1.I'.H
20 6'.l' r-li" 1'.,(1' :.". ',0 lIP.H
Z4 5'.'(1' r.J' 1'.... l.9" 120 ....I'.H
:1 S-ij' 6'.1(1' 6'-". 1:.'" 130 lI.I'.H
32 rr.J' 6'$ '5'-a" 1:./3" ''''lI.p.H
l1 rr.;)" 5'.]' 5'''' l'" 150 lIP.H
WInd
RaQion
101 MP.H
111111P.H
1ZOlot.P.H.
1]fIllP.H.
," ....I'H
'~IolP.H
1.,;r. lr. 0.1132'" RIH< p..,...
Opell Buildl",..
WInd A;>pl:.d Ove"'_ Co_ ./ilnd
~ '--I ~~ 5;'" S~ I c..=- ~~Oft
'1 6'-". il'.r if.9" J'.]' 100l1.p.H
:0 9'-8' 11'-2" 5'..' J'.,' 110 M_I'.H
:. S'.). r-":I* i"~n.t-".. 120 W.P..l'1
ZI 5'-". ;"...,j,. 7"-S* t.~ 130 W.?f04
32 5'...;. .,..1 "I r.,. :.a. ~.o W.P,f1
31 5'.5. 5'-'3. 5".'0" Z..o- 154 "'.P.~
'01IolP.H
"0 lI.I'.H.
'20 M.P.H
134 M.P.H.
,All....? H.
'50 ".PH
~<<:ta: ':"':xa4 roa oar>et'~': room ~ ~jUS '.aII ~ ::>lUS O\i9lt\anq.
Encioud Build!.....
Awll.o ~ C<lndltlon
[.Q.cI I & 2 ] 4 'llu
SI'M 5_ Span C-Ul<<><..
lG 5'.;)" 6'.1:' 6'". l'"
J.S ".9" 5'.,," ~-'1' l.3'
" ~'./3" ~.)" 5'-li" l."
... ".J"~.:r :/.5" :.;)"
51 ".1" 5'.{f' rr." ,'.,,"
S4 3".". .'~1(Y 4".". l'.1o-
]". lr. a.o,.. Rl$ot"""'"
0<*' !llJildlnqa
WInd "'ppjled 0vwlI""9 Co>n<lltIon
RaQion [.Q.cI ~:.: ~~ 5:'" C"::- Rf\jlon
1,'.5* ~4.'-,. 14.....* 'S4f 102 M.P.H.
it.,1l" ,t-5' ':!'-a" 5'.{f' 1101ll.I'.H.
\(),.3" lX-li" .X.\" ".,1)" 120 M.P.H.
'I'-li" ,,'.\1 Il.]' r,.,. 1341 lIP.H.
1-3" ,,'.5" ,,'..,. ..... ,...IIIP.H.
8".10" 10'.11" "..,. 4"-'2:" 150 Ilt.P.H.
100l1PH.
,,0 lIP.H.
l2Olot.P.H.
13llMP.H.
14l1lot.P.H.
150 lI.I'H.
11
20
..
..
J2
31
Enc;loud au~
"'llIl4led ~ Concrtlon
U>ad 1 & 2 ] 4 lot...
SI'M 5_ Sl>M ~leot"'
30 5'.,' 6'-li" 6'-,(1' l-8"
J.S 'S.l' 5'''' 5'./3" :.5"
4t 4'~'0"' S'~". !t.,. t.).
,. .'.1" 5'-8" 5'.9" :.2'
51 4'-4'" ~..'j. S'~ Z~'.
?4 ".t:' rr.1:' 5'.3- ,..,,'
J" x,r. o.a:zr Rl$ot P_
~ Bulldlnga
N1n<t Appjl<<1 0vwlI_ ConaJtfoft
~lon [.Q.cI ~~~ S~ S~ Can".:....- Rf\jlon
1'l.9" 15'.9" 15'." 'S.{f' 102 lI.I'.H.
'l.1:' 14'., ,. ,5'.J' 5'.;)" 110 IolP.H.
\1'.,,' 1.'.2" "'.,' 5'.{f' 120 lI.I'.H.
nO','1l" '3".,' '3"-a' ;.{f' 130 lI.P.H.
10-..... tZ.g- '3'-0- .....Hi" 144 M.P.H.
'1'.,(1' Il-2" lX->" ,,.is' 1,~".p.H.
101l1P.H.
"0 lIP.H.
1~lIP.H.
134l1PH.
1.4G....p.H.
150 ".pH.
17
20
..
,I
J2
l7
WInd
Endcwd BuiJ.d1nga
Aw<>>cl
~ ConQUoa
'62 ] 4 _
5_ 5_ 5
'1'-5' ,,'-li" "'.\1
8"-". '''-,. ".......
~./3" 100-li" 10'.iS'
if-" !l'-'" ,it.2"
r-li" '1'-5' ~-li"
1'..' !l'.;)" 'I'.J.
[.Q.cI
lG
J.S
4'
...
58
U
"'.5"
...:r
J'.".
J'-'I'
1'''-
-r-5"
W1n<l
Enclowd Bu~
Awlled o....m_ ~
L-' ~:.: S~ S~ c..:::....
J' 'rt-r '3"~1. ,3"'..... ,,'.11.
35 '0'.,' 'l.5' 'l.iS' "-'I'
., !l'./3" ,,'.9" "..". "-Ii"
... 1.;)" \,'.2" ".... r.T
51 !r-1" '0'-1" \0'.10' ...I;)"
s.4 ~~~ '0".'" la'-4-- 1.10-
Encloud aul~
A;>pilO<l ~ Concrtlon
U>ad 1&2 ] 4 .lot...
SI'M 5_ Sl>M C.v1tlI.......
l4 ,..9' r2" r.T l-9"
35 rr-'!," ""'0" 6'.". lor
41 s.-r ~-'S s:r- Z'.~.
-is 4.'.~,. 5".1" ~.Z" l -r.-4.
54 J.'~. 5'.9" 5'.1"1 1".2'"
SA ~'..F;. 5""". ,.'!. 4".,.
)- x 1 r x O.OJ.r R1aar PVIfia
Qo;loft Bulldl.....
.NInd A;>l>liec:l Ov.m_ Conolllon
L-' ~:.; s~ ~ Can':- i1f\jlon
11 'J'-3' \6'-". '1'.)" ;.;)" 102l1P.H. JO
20 \J'.{f' 15'.,' '6'.,' 5'.{f' ". lIP.H. 35
..4 ~Z'-4. 's.r 'S~ ~..(/' 12.0 M.P.H. 41
21 ,,'-3. 'el'.S. ~4'..,. S-a- 130 M.P.H. J.I
~2 , ,'.," D'.~ 1)'.1'" fq 144 lI4.P.H. sa
.11 11)'." 13".'" ,)'-4,. 1'."" I ~50 M.P,!1. s.&
'.fatlt: "'otai r")o/ :aI'lJIi ~ = "'OOm ....IQ~ otus watt '......ott'I pI!..:S O\'emanlJ.
~!llJlldl"...
Awliec:l on.n""9 Conarllooo
[.Q.cI 1 &2 ] 4 r~
Sou 5_ !I'M I "-~
11'"". ~C'.,. 1c'...... ~..rr
\0'.10 'J',,' ,-r-a' S.{f'
10'.1. 'z.r '?-'O C"-1a"
1-3' ,,'-" 'l-1:' ,'.r-
?-2'" , ",S. , ,'.r <'-4..
I ~-'C1' '0".10 '1'.,' l'-T'
R~
'02 lI.p H.
110 lI.1' H.
1n".pt1.
130 M.P.H.I
1... M.P.H.
150 '01.1' H.
.N1n4
Hind
R....,..
'01..P.H.
"0 liP .H.
'121 lIP.H.
'l4l1P.H.
'4lIl1P.H.
l~lIP.H.
Nlnd
SnclOMd Bu'ld......
Awllec evw;,""9 C onditlon
load ~:a~ S~. 50:" CNrtlw:....
.1Q 5"-)'" r-fj. r-10" ZO., ,.
)5 rr.,," r.... r./3" 1:-9"
J1 S'-T'" 6"~". 7".,. '~-a.
41 5'...... 5'.7'" d'..a- r..o-
S. 5'~'. 5"-3" SO........ l-4,.
S4 4'.10" 5'.',,, -3".,,, l.J'"
Rf\jlon
Mnd
Enc:J0Hd BUlldl....
, ""pi~ o..ma~ CoMltlon
LcM ~:a~ s~n 5":" C~:""
~Q 6"-11. 3'-3. 8'.10" ~'.J.
'5 9'-a' if.]' if.5" l'-1:'
" 6"-3. T.9. 1".". Z-1 ,.
~ 5'-1'. r-4. r..J1" 4.1'1"
~ S-a' 9'.1\' r-2" :-li"
!!.4 S'-~ 0"-8. 6".~O. 'l.r
;{
(/')""'"
UJZ
Cl::<l:
::::2 (/')
G(/') UJ
""",UJZ-
~Cl::OCO
Cl:::J-<l:
f-f-f-f-
(/')UOr--
UJ:Jl1.JZ
:2Cl::CC
<l:f-c-
Cl::(/')cf-
lJ.. N<';
0:2 UJ
""'" (/')
Cz
C:2
~:J
;{
I-
W'I:
:'C -
n. ~ ~
..~ ~
~ ~ ~~
~ ~ ~ T""
....'1:0'""'
c~;:,e,j3
~~~i~
. i~ ~~;
WUJ6ZS'!.
ClVl~~
Q):l::~fu"-
UUJ"'....
c:~~:.u
~~~Il
-.J~ / /
A~20U
vru
S~:T [
V7C
OF
7
I
I
"
12"
l
iNDUSTRY STANDARD CLEATED ROOF PANEL
Table 7.1.5 Allowable Span. for Industry Standard Cleatad Panel. for Vanou. Loads
Aluminum Alloy 310S H.14 or H-2S
1,,]/4". '1". 0.D1a" ClNlJoCI p~
O_B...~
'Mnd 14>1>4*' ~ Condllloft .HInd
~"" L.oM.~ ~ s":"~ ~
102 IoIP.H. '7 7'.sr '7-3" '7J!' ~-3" 102Io1P.H.
110IolP.H. ZO 7'.'l' 8""0" N1" 3"'" "0 "P.H.
120 IIU'.H. 24 8".'1' 8""" 8"J!' ~.'l' '20 "P.H.
130 1oI.I'.H. 21 8"-5" 7'.,,' 8"." 1-<1" 130 IoIP.H.
140 MP.H. :l2 6'-'" 7'-3" 7'~" ~-IrJ' 140 ".I'.H.
150 IoIP.H. 37 6','rJ' 7'-'l' 7'..' ~-'1' ,54 "P.H_
1-314".'1" 10.02" ClMt.d ~
~
102 M.P.H.
110IolP.H.
12OIoIP.H.
'3OIoIP.H.
140 IIU'.H.
154Io1P.H
'Mnd
0"... ~
AwUed ~ Condilloft
Lo.d ~ ~ so:.. c.=-
17 8"-5" '0'-5" '0'.7" J'-""
ZO rrq 9'.,,' , 0'.,' J'er
24 r.r 9'..' 9'-3" J'-r
.. 7'-'l' 8".'[1' 9'q J'''"
32 6'.,rJ' 8".5" 8".7" ~-3"
37 '3"-3" 8"-1' 6"-J' J'.,'
1-JJ4- x 12- 'l D.Q.3r C1ec18d ~
Hind
b;jion
HI2 M.I'.H.
"0 "P.H.
'201oI.P.H.
130 MP.H.
140 MP.H.
154Io1P.H.
"
j!;::
~:s:
~:~
i
,
Tab'- 7.1.5
C}
!
SELECT PANEl.. CiEP111
I FROM TABLES
,I
i r-]- :~U~I~~~ESKIN
! /~
i SIDE PANEL
~ CONNECTIONS VARY
I~ (DONOTAFFECT?ANEL
~ SPANS)
I I
4a'
i,
-
COMPOSITE ROOF PANEL [INDUSTRY STANDARD!
)- x ...- x 0.131 r ?anel:a
Allowable Span. for loouatry Standard Compo.ita Root Panel. for VariOI.lS Loada
Alumll1\lm Alloy 31GS H.14 or H-251.a E?S eo.-. Oenarty Foam
EncloMd Bu"d~
1""""* o-..tl_ ~_
Lo.d ~~ I ~ 5':' CMl~"
30 8".J" 7'-'r r.,rJ' l'-""
:5 6'.". 7'..' 7'J!' l'.'1'
.1 s~..,. 6"-"- r.,. Z~
.. 6'..' 8"-r 8"-'r l'-'S"
sa 5'.,' 1l'-3" 8"'" l'-4"
54 4'.~o- 5"~11" 0'".,. ?-~
WInd
~
~02 ".II.H.
"0 IlU'H,
'2OIoIP.H.
'30 ....PH.
140 IIU'.H.
,5OIoIP.H,
O\>eft Suiidln...
~ Cono_
,..0- 1:-<1" 3".0-
''Z..(f ''Z-4'' tr..."
, "-l' 1 ,'.il' ~1:-7"
.ft...... 10".1(f ,1f.g"
~~ HJ'-;ze ,,".,"
8"-'" '1-3" 10'-3"
3""".rQ 1(1.'.
~
Lcacl I ~NI!
'7 T,,'.,O"
21 I ,1'..0-
24 I '0'.,'
~I i '1-4'
:!2 11l'~'
31 I 8"."
44"
:4....
IJ'.I'
IZ'.','
'~.J'
,,'.9"
".....
'Mnd
b;jion
102 lUI.rt.
110Iol.l'.H.
, 20 M.P..'i.
130 M.P..'i.
'40 MP.H-
. 54Io1P.H.
EncloMd Bul~
I ~ o-..tl_ Condillod
Lcacl ~~ ~ s~ C~":...
JO 6"., " if-3' 8"-'[1' J'~'
35 1l'J!' 8"~' 8"-5' J'.l'
(1 so.r "'.rr r.,,- 2".' ,.
41 5'-". .,....- r.iS" r-1~
5t 5'J!' 6'.\1' r-l' l'-3'
~ 5'.5" 6'-3" 6".,rJ' 'l-I'
J- '( .... I 0.02..- ?anM
Opon 8u.IdInQ.
~ Condition
//ONe ,..0- 1:-<1" 1'.0-
'~.J' ,J'-5' '3".'[1' ,.'-r
~2'....... '2'~ 12'."- 11'..a-!
~ ,.~ "..". ,z.rr
'0'-7" "'-l' 'l'q
...,,' ~O'J!' , ,'-5"
'1-3" 9'-\1' '0'.'[1'
Mnd
R~_
'CHIP.H.
110 M.P..'i.
120 M.P.H.
'30 M.P.H.
140 M.I'.H.
150 !IlJl.H.
WInd
~
, 02 IIU'.H.
"OIolP.H.
12OIIU'H,
13OIoIP.H.
'40 IoIP.H,
150 IIU'.H.
.~
Lcacl
17
20
24
"........
'0'.5"
'1-3"
'1-'1'
..
:!2
J- x ... x O.03r p~
31
~
102 IIU'.H.
110 IIU'.H.
120 IIU'.H.
130 IIU'.H.
140 IoIP.H.
150 IoI.P.H.
.--
0"... B uildInva
AwUed ~ ConclitIonNlnd Awiie<l
Lo.d ~ ~ so:" c..::- ~ Lo.d
17 9'.,' 11'.l' ,,'-5" ".J" 1011 M.I'.H. JO
20 6"-3" '0'-3" '0'-1' .'.1' 110 MP.H. J5
24 6"-Z" '0'." '0'-3' ~,'rJ' ,20 ~.P.H. .,
~a 7'.'1' 9'.7" "-il' ~J!' 130 "P.H. ..
:!2 7'..' 3'.,' 9'.3" J'-5" 141 MP.H. sa
J7 7'4' 8"-3" 8"-'[1' r..' ,54Io1P.H. 54
T_ roaI p;nO _. room _.... _ _ pluo ~
~ !lujldlnqs
~ ~ilIod
1&2 3 4 lIu
Soon Soon SP'I" ~
r-3" 9'......J!' 3"J!'
r.l' 1I'.,[1'..q J'-4'
6"-'1' 8"-4' 8"J!' J'.l'
6".5" r-.,' if." J'q
6"." 7'-'S" 7'-3" ~-'[1'
5'-'rJ' 7'-~ 7'-4" l'-'1'
WInd
(1) ~ X 112" W111-l HEAD
S.M.S, TOP OF EACH RlSER
. -
----
ROOF PAN
(3) PER ROOF PAN #3 X 318"
wi HEAD S.M.S, O.C. iNTO
BEAM
(3) PER ROOF PAN #10.,'
W111-l S..'.4.S. 111ROUGH ROOF
PAN AND BOX HEADE.q O.C.
NTO HOST STRUCT1.JRE
/
#10.",12" WASHER HEAD S.!.4.S,
Tl-iROUGH BOX HEADER '2" O.C.
INTO HOST STRUCT1.JRE
BOX HEADER
BEAD OF CAUlKING ALONG TOP OF
BOX HEADER
. .
NOTES:
1. Wl-iEN HOST STRUCTURE IS
MASONRY USE 114'.,,114'
CiRlVE PINS OR 1/4' X 2.1/4'
111UNDE.qflOl TS
2. FASTEN 111E EXlSTING
SUB-<'ASClA TO RAFTER TAllS
FIRST Wl1'H IJ10 X 3" S.M.S.
PAN ROOF AND BOX HEADER
SCALE: ".TS,
WInd
RaQion
'02Io1P.H,
1101olP.H.
'2OIoIP.H.
, 30 IIU' .H.
, 40 IIU'.H.
'50 IIU'.H.
-
,'-0-
'5'-0"
"'-3"
'3".10'"
'J'.l'
'Z-7"
'z.,'
Open ButldlnQa
I Appllac ~ Con<lIllonMnd
Lcacl ~Ne "-4" r-4' J'.o- ,'.0- b;jloft
IT '6'-3" 15'-'0- '6"-l' '6"-'[1' '7'.7' '011 MP.H.
20 ,.'.7' ,.'.9" 16'." 16'-'1' '8"-3' 110 IIU'.H.
a 13"-4. 13"-0'" 13".'" ~4'--3"' 1s.r '20 """,H.
a '1:-4' 'Z'J!' '~.\1' 'r-'1' 14'-3' '30 "P.H.
.r2 ,,'.5" ,,'.r 12".'. ~2".n. u'.". ~4Q JtUI.tt.
31 '0'-3" '0'-'[1' 11'.~' 1~.3" '3'-4' '50 M.P.H.
Totai rod ~ W'td\J'l 3 room wiath plt.... wall W'ldth pa.. ~,anQ.
~ERED AREA
TAB AREA
I4>1>4Iec
Lo.d
30
35
.,
..
5C
54
~ !lulldln<jo
~ Con<lIllon
1'.0- 1:.0- r~
"-Z' ""0" '0"'0-
ft.1' '1-3" ~O'~'
r-,,' 8"-1' '1.il'
7'-4" 6".,' '1.3"
8"-'S" 8".,rJ' '-3" 6"-'rJ'
8".,' 8".5" 7'-4' if-7"
-I!
!,a".
8"....
7'-3"
r~1.
~ Buildln<jo
I4>1>4Iod
Lcacl
30
35
.1
..
sa
54
~ Con<lIllon
_e "-4" 1:4' 3".0-
~aq 10".J. 10".1(f' l,'-r
~... :;.s" 1rt.Z' 1".'.
8"J!' 8".'1' '1.5" ":1-5"
r.,,' 8".'l' 8"-'rJ' '1.11'
7"..4. 7"."" !.... 1.S-
6'. 1 rJ' 7'.," 7'.11" 1,"
14>1>4*'
L.oM
30
35
.,
..
51
54
EncloMd Build.....
o-..tl..... ConcItlo<l
~e 1'4' 1:4' 3'~
1 ,".,0" ''Z..u- ~'Z.fr '3"-4.
,,'q l1'-Z' ,,'.9" 'T.7"
~O'.,. '0'-4. '0"~10" , ,'.rr
'?-4. '1-5. 'C".Z- 1 ,'.,-
8"-3" 8"."" '1J!' 'Q-6"
$'a'. 3"...... 7J1" ~O".,.
jllll
illi
jilJl1
,j'I~IJ,j
jli-
JIIIJ.!
I'Jll1dl'
l'i~
,Lil.\jjl'
Itlllt'
jiijllJ.I'
jjjljlll ":
'Iil.!ll
j.14t4
'41 tjl~JI
lit
~
/
SUBSEOUENT ROWS
318" TO 112" ADHESIVE BEAD
FOR A l' WIDE .~DHESIVE
STRIP UNDER SHINGLE
STARTER ROW
COMPOSITE PANEl.. WI
EXTRUDED OR BREAK
rORMED CAP SEAlED iN
PlACE WI ADHESIVE OR
SCRE'NS
SEAlANT BEADS
COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL
"-4"
'Z4'
11'-7"
1,".,.
'0'-3'
~ 0".....
'0'.,.
,'.0-
12'.'0-
'z.J"
\ "-a-
1'..J-
10'-'[1'
'0'-3"
,'-<1"
~4'-4-
'J'-7"
'2".".
'"Z.'r
l1'.go
1'.......
Table 7.1.7
'02....P.H.
110 M.P.H.
'20 M.P.H.
134 ....P.H.
140 ....P.H.
'50 MP.H.
~]
,
,
~/
W
iT
I
,
/1/
TYPICAL iNSULAT1=D PANEL
Allowable Span. fot Industry Standard Composita Roof Panels for Various Loads
Aluminum Alloy J10S H,14". H-2S1.a E?S CO<1I o."srty Foam
Mnd
~
,- II 4&- II 0.02.4- ?aneia
0_ Build.....
Nlnd I4>1>4Ied o..m..... Conolllon
R~ion Lcacl NONEl '.-4" 3'4' J'~ "-<1"
100M.P.H, 17 '6'-4' '5'.5' '5"'0" 'II'-S' '7'.3"
"0 ....P.H. It :4'~" ~4'..' ~4'.~ 15".5"' ,tr.....
'20 IoI.P.H. :4 '3'4' 'J'-l' '3'-a" ,....' '6'-4'
130 IoI.P.H. ~a '7:4' '~.2' '1:~' 'J'.S" ~".S"
',40 MP.H. J2 ,,'.l' 11'-4' ,,','0 '~-a" '3'.9"
150 IIlP.H. 31 10'.5' ,r:.7" l1'.l' 'Z-l:t' 'J'-l'
4-l( ""-l( Q.g1~ PllneW
0_ 8u.1d1n<jo
Al>oilao 0Ywl1_ Conolllon
Load NONE ,'.0- 3' ~ 3'4' ".0-
17 '3'-\1 14'.2" ,.'.7" '5'.3" '11'."
21 12"." ~3'.2" ';r.r ~,'.." 15".3"'
='4 ,".', '2".,. 'z-r ,3"..... ~4.....
~I '0'.11 \1'-2" 11'-a" '1:-0- '3"-7"
:!2 'O'-l' 'r:.~' 10'." ,,'.,0' 'Z-11
37 1-3' ~.9" 10'''' 11'.J" 'r.S'
.- l( 41- l( 11.030- Par*a
0_ ButldlnQa
IA<>o4lM o-n_ Conolllon
L....s NONE "-4" r-<1" 1'4'
11 ,r-3' ,r.'O" '11'.7 18"-a"
20 '8".5' '6'.7' 111'." ,r-a"
24 '5'.,' '5'-7 '5'.r 18".3"
:J '3'", ,,'.,' ,,'J!' '5'.7
J,2 '2'." U'.,' '3"-6'" ~"'..T
11 lZ-I:t' 'Z.l' '2'-a" '3".S'
~
102 IIU'.H.
110 ".P.H.
120 IoI.P.H,
'30 IIU' .H.
140 M.P.H-
'50 M.P.H.
'Mnd
Mnd
b;jion
, 02 MJI.H.
110 MP.H.
'20 M.P.H.
'30 MP.H.
1 '"' JlUI ,H.
'54I1lP.H.
l'jInd
b;jion
'02 M.P.H.
110 MPH.
'20 M.P.H-
, 30 ".P.H.
,<eM.I'.H-
'50 M.P.H.
"4'
,~.S"
'ft-3"
,r.l'
'6'4'
15'-l'
"'-5"
Wind
Ro9-
'02....P.H.
"0 ".P.H.
'21II11.P.H.
'30 1ol.P.H.
'40 !IlJl.H.
. 54 ".P.H.
Endose<s BuiJdin~
~ o-..tl..... Conallion
Lcacl NONE "-4" r-4" 3'.0- 4'4'
3' ~(J'.r 10".<7 '1...... ~'r.r 13"-3.
3S 9'-'0- ~O'q '0'-7" "'-0' '~-3'
., 8"-\1' 9'-3" 9'-'0- '0"'0 'Z4'
... I 8"-4' 1l'.7" '1-3' '0'-3" \1'.,,'
:;e 11"~' r.\1' 8"-3" '1-il' ,,'.,'
S4 17'-l' 7'.;;< 6"-3' 9'.... 'O'.!/,
EnetOM<i Buddlnos
I "'P\ll!;d o..m,oQ Coodltlon
Lcacl OONEl" -4" r -4" J' -4" "-4"
30 , ~'.~ ~'r.J. ':r.,. 1....'. ~..._,.
35 '10"~1'. ,,'-5. ~'r-4. '3"-5. '3".S
.1 10".'. 10'-a. 1".Jj. ~2"...a" ~2"-a.
.\.I ''r..- 9".". 10".". 12'.'. 12"."
sa if~" .-4' '0'-4' "'-3' , ,'-3"
$4 8"-l' 6".IrJ' 3'.", , ,'.J' , ,'.J'
EncloMd 8ulldlt<Qa
"'PIlI!;' ~ ConaIlion
Lcacl NONE ,'.0- r.o- J'.o- ,,~
3G U'-4. l:r-o- 13"an ~,.-8'" '5".1'"
3S '~-S' 'Z'.7" 'J'." 13'-10' "'-'/'
41 ,".~ H'.r ~Z'." '2""0' '3"-"
.. 'O'J!' IO'~' , ,'.J' 'Z'-" ,J'.l'
5C ".'1' 9'.,,' '0'-<1' "'.S' 17:.7"
54 '1.,. 9"... 3'."" '0'." 12"."
NoW: Total roaI panoj """'" . """" - pluo _ _ pi\4 ~""9.
ATTACH SHINGLES TO COMPOSITE ROOF PANelS WI111 iNDUSTR1Al ADHESNE'.
APPlY ADHESIVE iN A CONTINUOUS BEAD 31If'TO,12" DIAMETER SO TriAT 111ERE IS A l' WIDE
STRIP OF ADHESIVE VVHE.'4 mE SHINGLE IS PUT IN PlAce.
FOR AREAS UP TO 120 M.PH. WINO ZONE:
, ) STARTER ROWS OF SHINGLES Sl-'.AU. HAVE ONE STRIP OF ADHESIVE UNOER mE SHINGLE
AT MID COVERED AREA AND ONE UNDER 111E SHINGLE AT MID T AS AREA. STARTER SHINGLE
ROW INSTAlLED W111-l mE TABS FACiNG IN mE UP'I'IARD DIRECTION OF 111E ROOF SLOPE.
2) SU6SEQUE."lT ROWS OF SHINGLES INSTAlLED WI111 n-lE TABS FACiNG iN 111E DOWNWARD
DIRECTION OF 111E ROOF SLOPE Wl111 ONE STRIP OF ADHESIVE UNDER 111E SHINGLE AT MID
COVERED AREA.
FOR AREAS ABOVE 120 M.PH. WINO ZONE:
1) STARTER ROWS CF SHiNGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE
AT MIO COVEREOAREAAND 1W0 STRIPS AT MID TAa AREA SHINGLE ROW INSTALlED 1'0'1111
mE TABS FACiNG IN THE UPWARD OIRE<:TlON OF mE ROOF SLOPE.
2) SU8SEQUE.'lT ROWS OF SHINGLES iNSTAlLED PER PREVIOUS SPECiFICATION WITH 1W0
STRIPS OF ADHESIVE AT MID COVE.qeD AREA
, ADHESIVE: CHE.l,A REX -?l PRE.MIUM S4a URETI-lANE AOHESIVE OR OSl. RF140
.MINIMUM ROOF SLOPE: 2'.'4 '2"
;;;:
cn=
wZ
Cl::o:{
:::::2 (/')
G(/') W
-,l1JZ"";
~Cl::Oro
Cl:: -0:{
f-~I-I-
(/')1--
UOr--
W:::WZ
::20::00
o:{l-o-
Cl:: (/') 0 I-U
lJ..:2"'w
0::: (/')
Oz
0-
~3
;;;:
'""
W ~_
, "" N
a.:3 N
(1)<'>
t:faU:"If"
~~~~'D
C3SO.....""
s:~~
Q)~~i'~
ro3-a;.....
.~;=:z-~
Wll.l5 Z2!,
0",9:<
Q)' - 0(
~!Y/~~~
~ll.lci
~s~
...J\3
v
~~.O 200'
/ iK4
V;b
\
OF
7