HomeMy WebLinkAbout05-4430
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
4430
Permit Number: 4430 Issued: 6/13/2005
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 22,800.00 Total Fees: 217.50
Amount Paid: 217.50 Date Paid: 6/13/2005
Address: 5116 RID EST.
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): 12 Block: Section:
Book: Page:
Subdivision: SHAW LAKE RIDGE
Parcel Number: 10-26-21-0040-00100-0120
Name: MASTER GARA E BUILDERS INC
Addr: 9112 S. US 441
OCALA, FL. 34480
Phone: Lic: Phone:
Work Desc: DETACHED GARAGE 24 X 24 BOA APPV'D HT VARIANCE OF 5 FT-21 FT APPRV'D
FO F
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
OCCUPANCY BEFORE C.O.
PERM.
SPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
DATE RECEIVED
~/t/o5
PHONE CONTACT FOR PERMITTING <lOO. i Ie - ~ 7I2
~rJ' Moofe
~;d9()
511<,
s-t-,
7/5- ~ s S' 0
..l'epny,ehIJb ::fl.
SUBDIVISION. ShAaJs J.."~. ~,J$L
PHONE
OWNER'S NAME
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S)~ BLOCK~
PARCEL ID #-.1D2b.21 00...0 eD'OO O/~-o
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~EW CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
])( OT HER
BUILDING SIZE
c:J RESTAURANT &
~Oft) s+~ Met
24 )t .2+
HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
de+~theJ
~ .tH~. Aj e...
tve4 f~
VNlAa~
/lJ '
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FqRMS,
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. :::J " ))\:::::>
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. ~ n ~\/I'
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTI~ /1 \~ > \')
PERMITS REQUESTED r t/
)it BUILDING $ 2:2, ~t)t) aJ VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL AMP SERVICE 0 Progress Energy [] W.R.E,C.
o PLUMBING
o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
o GAS )(ROOFING o SPECIALTY 0 OTHER
TYPE OF CONSTRUCTION: 0 BLOCK ;B1 FRAME
FINISHED FLOOR ELEVATIONS ,," A 1,1e.. ~t fl~e...
o STEEL
o OTHER
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER ~ ,g, COMPANY MlIstee G"r"'je 'Bl.lR.s '
SIGNATURE H'~:H'~'" HHH...... :~~~:.~::~ .~:.::~~:~.:. .:~~..~ S 7 aSK
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
************************************
COMPAN~b ~Jw '
STATE CERT"~a:.RidiSr~yl'() R)C;:Q'tf7 fJs- g
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations, The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible' for the work. If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills,
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D, CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs, If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described documeht and promise in good faith to deliver
it to the "owner" prior to corrunencement.
E, CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has corrunenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance, Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code, Every permit
issued shall become invalid unless the work authorized by such permit is corrunenced 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 corrunenced, One 90 day extension of time
may be allowed for the permit with fee charge of $15.00, The extension shall be requested
in writing to the Building Official, An approved inspection must be logged during each six
month period, or the project will be considered abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2, 500 '~ DO N NEE TO RECORD AND POST A "NOTIC OF OMMENCEMENT".
TURE: OWNY
STATE OF FLORIDA
COUNTY OF
The foregoing instE~ment was1~~nOWledged
Before me'"n1is ~4'ld8J{ of e.b ,20C>!i
by "1'AU}~ llielJlte.
~A~ (name of person acknowledged)
;r-nhO is personally known to me, or
Owho has produced
(type
d94,~not
entification)
n oath.
STATE OF FLORIDA ~
COUNTY OF ~AS~ 0
The foregoing inxtfpment was ac~owledged
Before me.J:pitl :i4!:.!Jday S6f 1" . , 20 05
by ~.Ql ':J", cA~terl
~ (name of person acknowledged)
;-hO is personally known to me, or
Owho has produced
Od~pe f identi ication)
~~not take an ath
Sign ture of person taking
ei!G~
t '...~
'.., ....,."...~~,--
'" RoU A. GmIIIInlI
Name ,~_d
, ., .....,.,,......-,- --""
Name
~
~
.
STATE OF F~ORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH
Governor
STEVEN M. SEIBERT
Secrcla ry
Jay D. Carter, President
Master Garage Builders, lnc,
9112 South US Highway 441
Ocala, FL 34480
September 17,2002
RE: Manufacturer Certification: Master Garage Builders, Inc.
To manufacture: Prefabricated Walls and Gables
Manufacturer 1. D.Number: MGB-J90
This approval expj~es: September {6, 2005
Dear Mr. Carter:
I am pleased to inform you that the Department of Community Affairs has granted Master
Garage Builders, Inc. approval to manufacture prefabricated walls and gables for installation in Florida.
This approval is granted pursuant to your submirtal which was found by this Depanment and your
inspection/plans review agency to be in compliance with the Manufactured Buildings Act. Design of
prefabricated walls and gables must be approved for compliance with the Florida Building Code by your
third party inspection/plans review agency before manufacturing them. Prefabricated walls and gables
must be inspected by your third party agency during the manufacturing process for code compliance.
On site installation requirements are specifically and entirely reserved to local authorities. These
requirements must be reasonable and unifonnly applied as conventional construction,
A copy of this lener must be attached to the approved plans when making application for local
building permits.
IJ:akd
cc: Danny Kennemur, NDI
~--~sy. ~
Mo Madani
Planning Manager, C.B.O.
Codes and Standards Office
-1z,
Ii? '. I,
o ;z'v '''0/.>,.
(00 "~~S/i
Cl?)...~)~ Gco"!z.( ,
Oj~q~ ~~ Co,i;,
'.:/1/;;:' :I..~ I:zo~}' l0...
v, h 0.... ' ~ lit:' 7t
'z!.s~~c )~((.Q "11..<.
,,?~,,\~l.>~ ~o
't\rQ:~7'
2555 SHUMARD OAK BOULEVARD' TALLAHASSEE, FLORIDA 32399.2100
Phone: 6S0.466.B466/Suncom 278,8466 FAX: 8S0,921.07Bt/Suncom 291.0761
In' ern e 1 add r e 55: h, 'I P :" www.dCl.s.ale.fl.us
CRITICAL STAT! CONCERN f1fLD OffiCI
1796 o.';"~1 Hi,hw~y. Suil. 212
""'.'110<1, fL 110So.2221
(lOS) 2'9-2"02
CO....\MUN'T'l' 'LANNINC
2SSS SIIum.l1d au lloulcv,1ld
hll~"~I_, fL 3n't-2TOO
CUOI4u.nS6
(MfRCfNO M.VoIAC(MfNT
2SSS SII-..d Ou 1ovl....,1Id
Talw.,lIft,fL U""2Ioo
16S01 ~ IJ.""
HDUS'NC " COMMUNITY OEYHO,...[NT
2SSS SII......'d OU ..........,11<1
Tal~II", fL )2)99-/100
IISOI 4U.7'56
. I
, . !
S TAT E 01 , L 0 R,I 0 ^ ! .
o E PAR T iY\ E N T 0 F COM M U NIT Y AI F F A IRS
-Oedjca(~d co making Florida a berte, place co COI/I"hbme-
!
In I\,;SH
C~mc,
STtvlN..... HilUT
I t< /"rQJ"y
;\fE;\1 0 RAN D Urrt
TO:
Building Officilkls. ManuflLCNrcn and ^gcnciC$
Ua Jones,'Departmc:lt o{Community A!Iairs'~ \~
Require-:nent for R3ised Seals for Manufactured Buildings/Sheds
FRO;\-1:
K..:::
Q~, TE; ~larcr. 1 S, 2002
I
The :=lorica Bl.:ilding Code dOe3 not require original signed and se:3led plan~be submitt:d to I,he
:ccaJ :Juilcing dc:j:l3J'i.rnc:nt co obtain a permit (or installation or ~ection of a ~Iosed strucrur:
~anufacrurcd in a mam:facTWing facility, The insignia issued by the Slate V;erifies !.he: plans have
':)e:r. ~evi~ed and the buildings inspected for cornplia.nc:~by the: State and determined to com?ly
'.lw'ilh ap?JiC.:lble codes. 1
The State ofFlo:ida :na.int.ains -a Sc:1 ofse41ed pla.n.s revi~wed and approved by a Florida. UCc:1seC
Modula.: ?I.u:s Reviewer snd i:Dspection reportS conducted at the ma.nufac~og facility by
F!orid3 licensed Modular Inspectors, Tne manufact~r should supply a cCp'y of the ~ppI"Oved
pia::s W:t.1 the permit application, I
y ou ~a)' aiso review the: approved plans by accessing the Florida Building Code L,[ormation
S ys~c::::l weO:i"i te a.t( 'W'WW,.ooridabuilding.org). Manufactured Building Pro~.
I
Site-~elaled installation req...urements (foundation. etc.) an: spccific:illy and rntirely resc::-ved to
t.he loca.l authority, . I
Lfyo'J need additional information, pJea.se do not hesitate fp1(~wact me at 850-922.6091 or
e-mail: ili.iones@dC:Ut3tc:.ll.U.5~b.tv~.lGtSIL I
C'17y~;-1 J)g~o{:- CbAtp
~p~p~~~YlV;
0. ~ ~s. .~
, zSOb.C'Cb '0.~ <1.<.<.
.~~ ~~ ~h
2 5 5 5 5 HUM "" II 0 0 A Ie IOU LeV A l 0 . T A I. \. A HAS SEE. , LOll lOA 3 ~A:1\;1 ') 0 0
.0 " 0 n 4: a 5 0 '. H . a H 6/ Su " ( 0 m H....u 6 , A X: 15 O. , 1 I . 0 7 I \I ~ 101 n com 19'-(::~ i a 1
.IltUIltlldd"",IIl\Olllww'W,dca.,Ult,(I.IolJ
o IlIC.u. 11411 C'OtoOII.. nn 0 OH oa
I hot <>--__, 1_'1'
_ H 1Wll:~IIH
f 'OI,l ,...., 4IQ7
cQ6.o.I.4\1tfm I\,oIoHHIH!;
l". ~o.a...-.-
T-,/~ )32"",'00
11'01 ~J.
~&CU<r ~UoloOIT
UU ~o.a.._
r..--" u.,.."oo
"* .,)oMtt
NQllJlIOC; .. ~.m OC',1LC)P-..1
ula _ 0. ""'-
'--'11. JU~I.lClO
lUQ ...., ~
. .
!
"",... PRE-ENGINEERED mUSSES 112' O,C,
~.~ I
1 ^'
OJ ~~~~
~,... ~:..
~~ ~r-
CJ~:to. ~~
"'tl .VJC):i
~u~~
'" '" '"
'i''rlll~~ ~
!~~~; ~
~~~f' J
)f",~ >>l
~~C)t5
!:'l ilji!l
~~~
-l '."-1~
P
P
q;ij
_ '"
D tl
.,~
~~
j T
!;liS
..
I~l;{
~i
~'"
Ol~
~'"
~SI
Jft1ft tltlittrr
t- a. uJI"1= .. ~,..'z
r f f: SO t ~ f.. ~ t t -J
.~ [ .r~l :t Fa. I 81n~~
r ~ ~ J.:"l t :;j~(!j~
12\ \ ' t"\ : L ~,. ~ In ~ ~
~\ 'I, ~ ~ ~ ~
~ ~\\\ f- q~~~~
~ ~ 0:
~ :\~
r. ~~~~
. ~~~~
~ ~:~
"'~'"
"'6~Sl
6"'..",
'" l'l
; S
~ ~
0. '"
J
;:: ~
I> ()
=- ~
. '"
i; ~
fj .~
. ~
:[ ~
mil g
g~1 ~ ~
:t: ~
,.,
'"
~
~
i
e
'"
~
~
'"
S!
Ii
1_ J ., ~~
IT ~S!
Sl~
c:::, :z:: ~
0" ~
n" ~
C=.:JJ~
~oo
,.,,<:-
~E!1
~~,
j~~.
(ol!il~
~iil
)ij~
"I
...
-.
-.
=,
'"
m '<:
tl <;>
, ....
l: '<:
g I:;
~ ~
"' '<:
~ $)
!:I '''OJ!: ~>:
Uj 1='"
~ G~
.q "'..
"l'l ~~
... ~:c::n
'i\ ~~S! e
'"
~ ~;"i
~i~ ~
i &l ~ ~
~j: '"
~ ~
!s
!;! ;;:~ ~
~ ""'c: '"
o~ fli
~l:l i
'i\
:s.
~
~
q
~
~
q
~
"
~~~tJ~
~lf~O"";
~l3!e",
~L')~~~
l~~~..
~U~"\
C)~ViHil~
~ ;;; 2 i:!; "~ill
~ 2'~@~ ~~...
~ ~a:!;~ U
~ ~~a~ ~~
~. :Vii~ ~I
~ ~~E!~ P;z: ,:tiVj
[~. ~.t;l'v... 80"''''~ t;:~ i~_
"'if j!:li.i"';.. ~"'il:~i!! &'" ;Sfl:~
0<'0. "'o3;a,., -1..;"'.""(:."'''''' , o~Id,
li '" lE '" (,. "LJiil~~"'C! ~
~'~ ~hl;~DlJ-1lL~~i' ;"', ~~!il
." " ." [5 '" 'Ii /Ii <Zz l " ~
_~.g:~ rl('r-"." 'A .... G,/.) ::c,
Co. ~ ~ -.I l Y ~ ~ 'i:S ' : 'J '/..., -.
;; Z Op. p , Fz.Ol?/J}' ~~VI}j
2. ~ ~'-Sc-r...~ 118 -1.l.l.
~~ ji ~. ! 1.S;';(gCb ,%
~ ~ ~ ~~ 1'ln! ~! ~
;~_! ~U!~~~ Q i ; ; ~~ ~~f; ; ~~ ~~U ~~Y)
",,,, S!~"'~~~2 J ~ <!i 0 C'" ;!:UlIl ill ~ ~is'i\::: ~\O
t~ ~I:le\'llh~ ~ ~ ~ ~ ~1:; ~<;:-~I ;. <!i~ "'~iili! ~S1
~~~~~"'~~~ ~ I ~ Sl ~ "'~~'" (!j ~~ ~ ~ ~~
~! ~~~~:~~ ~ ~ ~ ~~ ~~ ~ a ~"I ~:~;,
~~ ;a ~~~ill e '" ~ ~1!l ~~, ! I~ ~g"< u
j;l~ ~~~~~~ ~ ~ ~ ~~ ~~ i5 ~ ~~ e!i!~ a;"l
~ ~s>h~~ ~ ~ ~;;; i!I '" ~~ ~,~ia .~!
'" a; ~",lt'''',., Jl ~ i ~ i5 "'j!! ~
"i ;;l~I"~~t; ~ :, s> ~ ill In" ~'':i5 Q~
iij Ii~~~~~ ~ '1=- ~ ~ ~ ~ 1jje ~~~ &lEi
"l JI:;~~'i\lj/ ~ ~ ~ - - ~'r il:;-eJ ~ilj
i ~~~ii:~ 'i\ ~ i ~ ! ~ 2~ i~j"~
~j~~~ i!I S' ~ S'" ~S~ S! illS! ""'~~ '"
Ii.' ~'" "'~l< ~ >J '" l>!- "'~ '"
~ ~~ Ill"'" ~ ~ i ~ ~~ ",'-~ S
.q e~!il ~ I '~ ~ ~ g.; i ~a ~
Sa? \!' In -~ ~ "'a ~
yo ~ ill 10 ~~ 2 h '~
~ '" ~ . ~ ill'" 1';
~ "l "'~ ~
~ ~ ~~ i~
; ;;j~l~t'
o'~SJ c~
nOVJ ::lit'
~!~;~~
-. ~~~~
~ ~{~~
lil lsl ' Sl
~ ' ~
. h ~
~
!ti
"''''~
:~~
I=-~
~~~
:ll<;!",
El2~
Ill'"
8~
~~~~
;a ~ I!; tl
lET"';
i-,.,
0",
:!;!il
,~~
~~~
~~
~
~~i~~~~i~
~~i~HI~"
1i:S! 'e!tifl: '"
~~a~V)~i5;l
. ~~il!~S>;i!tg
r-o~B~"":E
2.,1>'>'-"",c,
~I:~(.I) ~ ot:t:
;'" i!!~;s~
i~ ~~!Rl
d ~S~
'"
D
R~1:;e
'<ISIS's
~~~:
..Iii
""''''
"''''
'" ,.
1<.
kl~
'":~
~Iil
"i?~
:!~
~~
~i:l
i:l
~~
~~
~'"
..."
;a~p""lf~ '"
~",<nio..C')~;a....
~>>l~~phi~
~..~",n!i!R"~
~;ql!:!ilhli ~~
iP>l~lE",~Ei
C)nS1~~~l,tJo
~~"'31Siln~",..
$2 1:ll!la:Jl2~
i ~;;1 '~R
~ ~,~
~
s::
}>
(j)
-I
/TI
:::u
S!~!l .,.,
~!X;II\,) v
2~~ r
~~ ~ }>
'~~ ~
~l Q
~a ~
~~ ~~
~a g~
~~ ~t;
"'~ i!lS!
!i!~
~~
"Ii!!
'"
~
s::
}>
(j)
-I
/TI
:::u
G)
}>
:::u
}>
G)
/TI
CD
C
r
o
/TI
:::u
(j)
~nl;{
,,".."
ts", 2 ~
"'~~h; Z
lJ)t;;?ii 0
+~~
~~.~
~o
k~~
~~f
~~~
'"
~~~~:!l@~)i
~'ijh~2=~
A~IiI'i\~'r~
~'i\lJl~~'C;
m:ao~g~~
~~!1!ilI!l1",i;l
.q/<l!lllJll:~2
"'~f>oo3Eioo3
'i\<;:- ~'<la;~
""'a Q.~~.
~~ n
~: c:
~~ 5 r ~
~i'l ~ ~ >
o ~, < = g
g;~ ~ ~ ~
~~ :;; ~ <
l: Z 0 ..... S",>
-u' ~ ~ '"'
~r;l )> ~
~g ~ z z
",C
~~ ~ ~
"'>> Z
~~ 01. g
"z :<l 'l!
g~ ~ ~
~~ ~ ~
~~ ffl
~C) ;:0
>0
00
n<:
'tl"
~~
J;;l!i
~>>
"'c
"'6
='<:
2>
;;li'l
'"
~8
jilz
~~
<:!;;
2~
z
>
E:
:. ~
~ ~
~oli
~lf~
g~~
c~'"
"'''''''
:~~
~~a
~m~
0<:
z..,'"
"00.
;>z
M~
3<'"
"0
~ ~
W ~
-< il\
o 0
" ='
'il 2
~ !
vi ~
~ ~
> '"
e ~
>! a
W _
: !il
F t.l
",
'"
~
;
J
~
~1
~J
~J
:91
a:ji;
I
=
"
III
~
'8
:l1
3<0;
"0.
o~
"0
,.~
~~
~~
<"
>>,.
~o
~~
"",
"''''
~~
2'"
!il
"''''
~~
"'0
"-
~;
q~
~~
m~
o
....'"
.!..!.
NO>
~
il
>
14i
0<
N
....0
...
'.
-.
:,
p
....
o
Uf\..) N-
..,.......... --.....J
Ol-...J (.,.10
00 00
::!I~ ~ ~
liif:: = ~
&:;::t ~ C)
~N ~ ~
~~; ~
A :; ~
o f ~
~ f ~
~ ;J ~
s ~
~ ~ ~
~ ~ ~
1/1 t>j
2 ~ ~
t; ~
.'"
....
<0
0>
o
8 08 0 e
e) ~) ~ ~&1 iiiii)
~: ~: ~ ~; ~1~
:q~~.~'~ q
tJ f "'r i - tJ J
~F ~ iI '" ~,..
q~ ili~ ~ q '"
~~ ill~ ,. l"
;'" ~~ ~ . X
e~!i ~ e M
~,!'J'f> r ~ ~
, ;ii"~ .9 ill j
;; ~ ~z~: ~ g
o " o:l ~:l' r .!J
i j ~ ~
MPL Y WITH ALL
f'R[: \AlUNG CODES, FLORIDA BUUDING
'- 'O:JE@lA T10~ rLe:nuCOODEMT0
N= 0? ~F~'~r:;Z~i\t~if~RUW:\~~~$~! ~
~O)~ i! ~ Zr' ~ ~.I;: ~ z~ ~ zi76 ~ ~i-~ ..
~1~~ ~ g: :l'~~ !~ \~ ~ :~~~ ~: :l'i1a !~ %i1:~
0.16 it: (;m.. i li ~w . ~m ~.
'" 1'.- -:0 J ~\:i ~I'! iI i1~'" -; II'! ~~ ~I'!
~rlS "q r--~ ~ '-!:..q l""'6 _~ :z:~
i;~ i~ ~ j!W ~: i! ;w j ;w
j ~ j j" gm
::; j) @ @ 0
~ iI ~8~ ~~: )g ~: )g ~~2
j Iff i:1t~~;;~.~ ~!:
rf~f..!tl~illJi'~,tS -'j
r. t f, t ern,f~r,FJn ;E
'ir~~~}~Jli~t -.
~
O! g
z
z
'"
n
='
if
S
c
f;
.!: ;j
"''''
~>
;'"' ;"""
N
",
o
o
,,, ....
I 1
0;'"
'"
N
o
in
'"
....
<0
0>
o
"
"'Ill
"or
r';;M
"T]o)>
M'"
o
II>
J:l
"
-,
~
j
I
I'
~
~
~
i
o
o
o
:u
I
'"
~
o
~
'"
nI
t:r~ 3? ~
d~:g~
....(..1,;;;:0
?~V)VI
"'Nc!c!
~u~~
'"
i<:
0"
:u'"
I IE
/"0.-
"''''
~
'"
'"
i<:
!jlJl
I2
/"O~
"''''
>!
'"
",,,,
, ,
~ ~
,.
ii"_.8-~
3 f',)G 0
~ .R-~
.
",'"
I ,
'" 0
0. C.
'" t
~ 0
0. "
3'
Ii" :t~
3;;;<00
~ ";~
i- .
rt
~ ~
N,.
"'-
"''''
>~
;'"';""
N,.
"'-
",co
~~
N...
"'-
",co
....
'>'>
;-0.:'"'
f: ;j
.. ..
.. ...
~~
,.
"
...
~
o
o
o
;0
III
0)>
O\)
C")\)__
C:o__
==-00
f;;<:-
zm ,.
-19
d
J:;~~~
z~>'-
~~F~
~
:u
~ CI)
~ ;;
0<: ).:
-~~ ~
~~!
;~J;; ~
';~~ ~
-~~
z
~~ ~
'" ~
F t-.
~
1Il"T]
r;o
M)>
)>()
'i!::J
MO
OZ
;0
Mill
"Or
,efT]
~~~
o
'~LL \V
'"
>>
F
'"
r
'"
>>
'i'
z
o
o~~
"'c'"
~~~
"':u0
>'"
~al
"'0
f6~
"f;;
S:>j
oj:;;
'in'"
r...
~o
~
~~
oJia
d
~
'"
i<:
"
~:~
nz
GH;Jln
?:
N
~IIllllll
"1~1'ii
~11E1~
fl~I'5
01"'1
I I
71't'I'1'
-co",
~lc.l"
..
'i<:
~tz
'"
,<:
oIZ
0.
all",l",
~1~1~
i i
'"
o
..
~
'" co
co '"
~~
c c
'" '"
'" '"
'"
o
'"
....
IT
:Q~k.~
:~r~~
$~
:tIe~;
'81Jrl:
j'-",
~,. 8
3" 'l'
~~ ~
"';i'r
:~ fV
. '"
N
.!.
'"
N -N
.!. I I
q 0;. ~
N
o
N N
00 "'0
o
4>-
o
p
Ol
"
o
<0
'"
0'1 VI (".IN --".....
~~ g~ ~~
(i)0 00 00
uu ~0 ~0
:....
WOl
oc!
=10
OOl
"...
,,0
s:~
oJlil
o
'"
III
i<:
~
I
/"0
'"
't'
~
'"
,
co
"
'" '"
co '"
'" '"
.... ...
""
Ol '"
c! c!
00
~~
... ...
>>
;""" ;""
o 0
..... L.of.
0. 0.
o i>
-N
.!.,
O"!.~
....
p
...
"
....'"
<0<0
0> 0>
00
....
<0
0>0
o
ii~)i :2
~:i!,l;: i~
%1\.-;; ~.
q~ ",P
~~ ~i
r g
l
g~
za
~"
~~
oj
~
d
~-
~~2S
.z
~....~
Q,z
~";
Ol
()
o
3:::j Z
O:;'j Z
~(T1~
r~ ::J
"" g
z
"
~
"T]
III )>
2 III
o iT!
Z
fT]
;0
III
" ()
r r
)> M
iT! g
r
M
O~>>
... z ...
IOn
~.fl..~
~p~
"'Pili
~:!:
"'co
~>
:'"';""
;0
M
o
e
;0
M
o
e
"
.
~
: .
"
;0
o
,;;
o
M
o
e
"
C
2J
o
o
o
;0
III
d
~~~~
"~F!2
;!!Z' '"
... ,.
:u
~ CI)
~ ~
(;~: ~
q~5 ~
x"'",
t5g~ ~
'!ilM ...
~ fil'l' t-.
~ ~~ t-.
"z
-t;:~ ~
~ ~
F t-.
~
1Il"T]
r;o
M)>
)>C)
'i!::J
MO
oZ
;0
Mill
"Or
r!;M
"T];o)>
M;O
o
"
;0 III
"or
,';;M
"T]o)>
fT];o
o
G
ii~H
!l~;
"'~
~~
~W
~
~~i
~~!ij
~t1a
~:~
"" .
~ICl;li
<:00
~!P
"o!;
~go
","'~
~ji
~ii1o
:2o~
~~
" "' ~
z
,. ;j z C)
:u 0
,. ,. 0 0
" z ~ ~
'" () "
0 '" 0
0 0 Z
0 0 M
:u 0 Z
III :u ..,
Ol
0 '" '" '" 0 ! )>M
0 0 0 Al"T]
0 M"T]
)>M
. ~()
H E~ '" . V)::J
!:IN !~ I ~ 2~
il '" ~
N
'" ... '" ... '" ... '" ... '" ... 0
Z
fT1
~
z
0
N N N N N N ~ N '" N ::: Ol
~ '" '" ... co ... :,.. ~ '" '" 0 v
'" N N :,.. '" - '" .... '"
'"
0
."
,.
Ol
;;j
III
...
'"
~ ll: '" N '" N '" ~ ~ '" - ,
0 0> '" '" '" N N Ol
6 6 '" a. i.. :,.. U. 0 '"
()
0
z
0
"
c
~
Z
'" '" '" '" '" '" ,. '" ,. '" - '"
0> '" '" N '" ... '" Ol '" ~ '" '0
U. a. .... N '" :,.. iD U. 6 0 J::
'--
,
('"
~
i:>
"t
~
<
~
h..
<
'-
c/
C")
o
~
~
C")
~
o
<
CI)
~
~
b
~ ~
~ ~
.-
o
,.
o
~
<
t::::
c-
s:
t::
b
~
~
~
~
~
t-.
t>j
u.
..
J>r)>-.
!a~~~~
im~&~
ocgJ;U)
~~,jj"
, z
~~~r:tr~~~~~'i~~ ~
~~~i~~g:j,...~~~ ~
jil~~~wi26~""~'"
iii~~~ffl -oa~~~
->>~l""Itng~~moJ;;1"1
Pg~;,~~~~-<~o;;;
~~~o U;i;;r'1E2
",!,,!il ;," "'a1
~ n
-=-2~f;1~'S!J;j~~N
o~J;;~~I~~~~~
J:: sa> ilI-;VlPl
.,... 2!!l~. "'~~,~'"
jilrzl!'~jilN!aUl
~~~;Vio~~~
::j2!a~ ~~~F
. ~it . !il
~~~~2
. r'l;a..~r1
*9J;I<t~
-VlOZ
o"'~Vl
""'0
til:!Jo~
og~F
g~~
,.. z
~ ~ ~~~ '~
~~~~qj~
i i b40:~ i~
~ Q ';i~ g
~ ~ ~ot~ :
~ ~ q~ln E;
q ~~~ CI
~ ~ U) ~ ~.',
off w,
e! c c
~ J:: J:: ~
~ ~
> :0
F '"
m ~
~ ~"i'l
~ -~
; ~
" ~
~ "D
C :0
o j!
~ g
f:. ~
N
.!.
'"
TN
_I
0>'"
o
o
o
;0
III
~ '7
q m co
:;:
d
h;#f:e~
z",.'-
"~F!fI
~~ ~
:u
~ CI)
~ ~
j: <: ).:
:0>> ~
<:;~5
o '"
~~~ ~
~fil!e ~
"'-~~
t;:~ ~
'" tl:l
'" t-.
~
N N
00 "'0
N
o
~
~ Ii: 0
:t 0 ~
~ ~ a
F ~
~ ~
~ ~ COOl UN-....
Vi ;0 ~g; ~~ gL~
~ ~ 0(i) 00 00
o
F i'l
~.. il "',._
~ j~ggit it
'"/.....08 0>0
"
;0 III
"Or
.';;M
"T]o)>
M;o
o
o
m
"
p
....
"
1Il"T]
r;o
M)>
)>()
'i!::J
MO
oZ
o
'"
'"
0>....
0>....
"'0>
00
;0
Mill
"Or
C;;~~
~;o
o
~ ~8g~
0> ......
o 0"
<v0 8 e e
~m ii)i ~ ~!i ~ii! ~~ ii~)i
~z.l;:~ ~~~~ ~F.I;:
~. :l'",1'! '" ~~!;J I'~~~~. ~"'I'!
~e =, ~ ~~~ ~~_-~: ~~
j~ rj~ iI !!! i~~ f~ ~~
t! ~ I I . N~ c.:Ii :z:
~ ~ o~~ ~~ ~E ~
j/ '" ~'~ ". II>
:it PI i~ "110 ~
... i f!I ~c. I-rl
iI .!!
-0
~~
~.
G
="'c" ~
o~.~ i'J..
J::x~tl ...
lz.:a~
ni~
~~
:;;.~
~e
~~
-~
~
!J
~
~
@
~~~ ~~ ~~ ~~
-~~ ~! !~ ~~
h i~ j; .~~
- _w ili:w
:l ~ ~.,
':.:l' ~ 1
~ -
@ 8
~~!$ ii~)~ ~iS
i~~ Ij~! i~
-~~ ;I'!~:
~" F'G ~~
:l r ~
t. ~
8
ii~)i
J::~II;:
:l'i1~~
~~
8~
~
G
~.: i ~~~
~~~ I~.~
!~
iq
:l
~
<;
~
~
~
~
EXTENDED TOP PLATE
\
~
j
~
<I
~
~
III
Z
I'>
"
I'>
III
III
~
"
-<
~ 'ii II.
.,::J ..
<:;; .
~ ..
~~ II'
... ...
~ ~ ~ ~
.0 YJ ~
o ~ ~
~ t t-.
~
,
~
,
8
r
~
,;1
III
...
"
I'>
,;
III
i5
2
r ~
~ ~
o b
.i ~
'" :;;
."
~ t>J
~ ~
'f \")
~ ~
~ ~
I< :0
g ~
~ 51
~ ~
o "
III
I'>
I'>
...<:
g~
1Il,;1
Ul >;
051:
fTI ~z
0'"
o
< ~~
- o~
rTJ ZVI
:E ,,~
~~
~~
zo
~~
..."
1Il~
I'>
Z
vi
2
""
'"
"
I'>
W
~
"
III
1-1:; SII7
, . ", . I>
- ' , . f."~'
~ ,,<II>. .',
~. .." 0"
~ ", f-" ,_.~~ it>
L ,,; i" !~,.
, ,I> .... I
,/ ' 1'>-
, . !
'f
i
,
--"'-
""-
Nqf~~~~
..... C) ~ 1J:J:: )>:.e 101
5 ~F ~F~F~I
N(Tl~~~~~VI
g ~N ClNWVlg
mw~~x~~Vl
~ jln a.". PlI
Q iTle 1"1(.1);:UTl 0
~;:u~~c g.....
o m~ ~~
a; ~o ~ 9
';0- 0 fl
P ~ 5
r> 0 Z
f>
...
"
11
...
'"
~
r
r
III '"
2 .'
0.....
1Il0 '
" III
~"\8
~:.eVl
qP~O
~OVlo;
)0' N .
~~~~
z-
...'
o~
>;
";Ii
i~
~.
Ill",
1Il-
r,
0'"
~ '
...
~
r
r
'0
'0
oj
o
Z
~
S
'"
",
~:.
"'..
I .
-~
o>z
0."
0:;;
I'> III
~c
"'0
rll
~~
0'"
\
w
o
rZ
~
'Or
rl'>
~o
...
1'>'"
III 0
:t
~
"!
:t
..
o
'0
'0
r
~
,;1
I'>
~
z
o
I'>
o
"!
()
C
r:)>P1)o.....
)o-irz"-
?<r:ffl2~
~~~~t
plJ:~~~
p "11'Tl I
9 o~
VONC
o' I)>
~^~!:~
Q!, ,<1:)>
~...~;:;~
r:~~ "5
o~o~;u
OO;QVI.........
::00 Z J.:c
~~E~~
. ~)> ~
ZZ
"6~
0-0
(")-0
c::::oz
3:00
rn<:-
~a ~
::. ~
o
I
~
0>
o;~
zm
~I'>
F::UN
Vlf101
~~~
,,1Il~
"
III III
rr<:
zZZ
~~~
~1Il<:
'"
""
-0
;::()
o
-j
;::()
C
o
~~
-.
ZoO
g~;
er)
~g
.~
~~
~~
~
'..t-~..p"i;'>
o ,p...." ".r
G~~ f p~.o4~ '
~~-<'cP /~ #
~!lM~ \.... l....tS"-9...
ni ~
~z~~ ." ~~
Ii~..:\~ c,-+....+ ~~
e ~ i::
. ~ d
~
,
! ff tt t ~.. 0 t '
d'ff-W' fr!!j~fhiU
ili f [~r~t~i'ftri J
if.~ ~ S;f/'r~~ i
u i ~ I P.F~
C\ gz
cO
w'"
r"
'OI'>r
r
~~~
w il
.. ~ ;;
~ol'l :;;
~-~~
... -t(JIZ~
I'> ~~:a
I'>
<: :-<~~~
.. :-u~~o
III
g 0 8~~5
z r '00
(f) '0 r ~-;~;o
r
~ ;'l zr ;:00
0 Z 0 _:-t-Ctl
r>1 ... ~
~
"
I'>
z"
,;1r
,,0
Ill"''''
O'
~~;
~N:J
:r
(; ?8'"
CO
...jCJ ~
-<r' ~
~~ ~
ti::lC)~
.': ~ 8 en
~:FtJg;
" rn ~
l'~ '58
; ~ 6~
~~>-<
8 ~
tl1 5!
'. ~
1") r-
~
r>1
:E
'"
,
...
~
~g~g~g~~oz
~>ZZ)lol:- ~o
Fr~ifF~p~~r.1
>~;;;;V1\1rtlm
6rCdP~ lIJ ~~
~Q;:U;Qr~~~fTl
~~-im' .. ~U)
8w~~~~oSi:
g~~a~~~~
VlPlO' c -
dg~ ~~J!~
;:un r )>1TI;:u
~ V)r:!lg
2 ~~~~
~ I pc>
~ ~ ~~
~
,.
,..
,.
~~~~;g~r!'J~;",Z
~~!~~~gi~r'\~
fYllJ)~P1Z~I~5~
~~~~ ~on
lI)~' ~~ ~ffi~
~~ 2:D~~~~
~~ ~e~~~5
;u0 lHllrOZ
~~ iR'~~f\1o
~V1 ~Ql=1t1ldTj
>n """Q.o~c~
~~ R-~r~~~
I'>Z 'iirll ...J;;
d~ mllloQ;:-iif
;uS ~z?J: ~
~~ 9(1l~ VI
CD !fIllL; 11
f;;d ~o ~
" ,;
o
~ ~
;'l
o
f6
~
'0
r
o
I'>
r
\~
o
aO
i Z
~(j)
-j
;0
C
o
-j
o
z
o
fTI
-j
)>
r
(j)
~j! :
~ N, ~~F
ij~ 0 ~ila
~ ~i!
~. I" ~ "\ ~
~~ -< ~ ~ "\~2
~ 0
~!i ~ . ~i5:
e ~ n~i
'(U'hh _h. on
------------ "
;:UJ>.'-/TIU
~O)>)>I
NlJ}VlN cQOO-
~6CX i:j^:r~
N:;:~~ a~~~O
~w~ rOml\)
~^ VlCllZ~
ilr il''''
~ !Ozo~
I'T\ 1)0 .
z
"
III
~
Z
0'"
6~ I
",2",
. 1'>.
0>0..
'"
.
..
~
<:
~1Il
-<lJ.
WO
1'>1'>
rill -n
:;l~ 0
1Il-( ...,
00
~g
o~ s:
g10 )>
G~ (j)
~~ -j
,"1' fTI
;!i~ ;0
r'"
OJ
)>
:::0
Z
OJ
[Tl
)>
~
C)
)>
;0
)>
C)
fTI
rn
C
r
o
fTl
;0
(j)
z
o
UJ
C
-0
-0
o
:::0
-j
o
-0
:::j
o
z
~
I
50
.,
fAiio ' ,
-
'''>cRI,
,
- Res.
~ \ - I
- I
10 I ~j.. ~ If
L....o. -
- --
\
. 21.
4
'" , I
,
- - :PR.oposed
- -
l ,
J 01 , I ~ 110 I
~4 )(.fl.... -
- --
~
\
+s
~ ,
--- ~:dge ST. -----
I
{1
,-
~
at
~
251~
;:S
-J
?
r_
~
<
~
I
~ 14 J m O{)~e-
511& 1\~d~e. st.
Z ephYRh; lIs ,-=1.'.
~ .3 5 +2.
-
--:rAtcel :#=
10 ~~ 2' 0040 00100 01 ~o
Z OJUtd R. S
>>
~ld.9' ~ e,'eh+ ~,
i' WAl) docJ""~A'J~S
\
7 lQ~"" hQfg h+.
r~
12-0-0
7-3-8
IIU:st; I e
PIGGYBACK TRUSS
4.201 SR1 e Aug 20200
-/-0-01
1-0-0
2-6-7
2-6-7
4.8-8
2-2.1
21-5-9
9-5-9
5.00f12
4x4 =
5
"
SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION
DETAIL FOR CONNECTION TO BASE TRUSS
I 24.0-0 2p-O-JI
2-6-7 1-0-0
3x7 -;:;.
17
16
19.91 /12
3x5" 3x5 II 3x5 "
9
N
o
15
4x8 II
14
4x5 =
13 12
6x8 =
5-0-0
5-0-0
12-0-0
7-0-0
19-0-0
7-0-0
LOADING (pst) SPACING 2-0-0 CSI DEFL in (Ioc)
TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.20 12-14
TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.19 12-14
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9
BCDL 10.0 Code FBC/ANSI95 (Malrix) 1st LC LL Min IIdetl = 240
LUMBER
TOP CHORD
OTHERS
2 X 6 SPF No.2 "Except"
3-52 X 4 SPF No.2, 5-7 2 X 4 SPF No.2
2 X 8 SPF No.2
2 X 4 SPF No.2 "Except"
3.72 X 6 SPF No.2
2 X 4 SPF No.2
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
2 Rows at 1/3 pts 3-7
[P]
OT CHORD
NEBS
REACTIONS (Ib/size) 1=1222/0-3-8,9=1222/0-3-8,12=1007/0_3_8
Max Horz 1 =-404(load case 2)
Max Uplift 1=-373(Ioad case 4), 9=-376(1oad case 5)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=-1313,2,3=-1206, 7-8=-1205, 8,9=-1313, 3-4=-699, 4-5=-669, 5.6=-669, 6-7=-699
BOT CHORD 1-15=0,1-14=619,13-14=618,12,13=618, 11-12=618,9-11=619,9_10=0
WEBS 2-14=6,8-11=6,3-14=443,7_11=443,3_17=_27, 16-17=-27, 16-18=-27, 7,18=-27, 5-16=426, 4-17=-197
,6-18=-197
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 130 mph winds at15 fl above ground level, using 7.0
psf top chord dead load and 7.0 psf bottom chord dead load, in the gable end roof Zone on an occupancy category I,
condition I enclosed building, with exposure C ASCE 7-98 per FBC/ANSI95If end verticals or cantilevers exist, they
are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
3) Ceiling dead load (5.0 pst) on member(s). 3-17,16-17,16-18,7_18
4) Bottom chord live load (40.0 pst) and additional bottom chord dead load (10.0 pst) applied only to room. 12-14,
11-12
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint 1
and 376 Ib uplift at joint 9.
6) This truss has been designed with ANSIITPI 1-1995 criteria.
LOAD CASE(S) Standard
age 1
3x7 ~
~ a
'N
0
11 10
4x5 = 4x8 \\
24.0-0 --I
5-0-0
Ifdef/ PLATES GRIP
>713 MI/20 197/144
>736
n/a
Weight: 1881b
/.) ~;
;() - -<
00 '<?/... It-O
~1~-er~~
~~ ~ COa <<-<
"(~~~ ~ 00
'<1"~ <~
<'(> r <'0-..0% <: J-.
'-J'O'~0 >1<2 %
-:p) 0 r;.~~
. -<~/ ~<$:~ <:
'h "Z1 1,-
~~
MAR 1 8 2005
OTES ON THIS AND REVERSE SIDE BEFORE USE.. . . .
A WARNING - Verify design parameters and READ N . d I on parameters shown and is for an indiVidual bUilding component
Design valid for use only with MiTek connectors. This deSign IS base on y uF 0 sibllity of buildl~g designer _ not truss designer. Bracing ShOWh
Applicability of deSign parameters and proper incorporation of fo:p~~~n b~~~i: t~ insure stability during construction IS the responsibility of the
IS for laterai .,upport of IndiVidual web members only. Additional e p y bit of the building designer For general gUidance regarding
~rector Additional permahent bracing of the overall structure ,is the res~~~~S:~(Pll Qualitv Criteria, OSB-89 and BCSl1 Buildihg Component
fabrication, quality control, storage, delivery, ertetctt'o~~3ng~~~;~~'D~~~~~adisOh WI 53719.
Safety Information available from Tru,s Piote Ins I u e,
14515 N. Outer Forty. Mil
Suite #300
Chesterfield, MO 63017 --@
MiTek@
en
Q)
....
o
z
>
....
Q)
"I-
o
U)
o
~
Q)
c
Q)
~
E
Q)
....
en
>
U)
0)
c
~
Q)
.c
E
:J
Z
z
o
~
....
z
w
Ci2
o
o
z
en<
z
00
.c~
E9
w
>5
U)o-
~
CD
a.
o
...
0.
0)
en
::J>-
0...
U,2-
"0.5
::J-
00
ug
~~
00)
=0.
0...
LL.O
00)
-0)
0)0
5e
,- 0
!i.o
(fJ
.r::
C
OJ
OJ
X
'(jj
C
~
o~
c
3:
o
.r::
(fJ
(fJ
c
o
O(jj
c
OJ
E
'6
ex:>
..,;.
cD
(/)
u; (/)
.s.:2
>- +-+-
X c_
(/) Q) 0
(/) Q) (/)
Q) >< Q)
C 'en U
::J . C "(7)
cu',.s.:
'0 2 ;t: a +-=
'~O.~D 0
6 .S2 ~ .2 g;
Q)~o(/).c
+-.- (/) Q) Q)
.QQ)60:S
e- 0 'en Q. 0
Q)(/)c>-g;
cffi~Q.u
Q) :t= .- 0. c
UoO<(O
-l<
~
o
e
o
0)
o
U
0)
Q)
E~
Q)U)
1;;0
>- (Q
'" Q)
~ Q)
::lU)
~-o
.2~
0) '5
e 0"
'0 ~
~~
>-3
EO
is (./)
~OJ
e
o '0
5 S2
+=.0
:01
'0::::
<( 0
~
u
.2
'"
Qi
>
Q)
e
'0
e
o '"
e Q)
3 ~
o ::l
L.l=
"''0
O)Q)
oe; U
'00
8.0
- >-
6,]2
-in 0
Q) ::l
'00"
Q) Q)
:f15
'0 ,e;
Q) e
Q) 0
~!:!2
Q) 0
Qi~
a;o
z E
-0
O)~
e 0
U ~
= Q)
::l e
.D 3
Q) 0
:f?
.2 Qi
e 0.
O)S!
'in 0.
Q) ..0
'0 0
~ -s;
Emu)
'" 0. ,91
EV5"E
~ e 0.
o .Q '0
0)02
'0. ~ <D
8 ~ Qi
Q)+-
Q) e ,e;
~.Ql Qi
Q<D:f -s
0..'000
'0
B Q)
Qj e 0
't :Q. ~
..c+=
.c u 0
u 0 u
g Q)g
11=; -0 C
co- ~'o
0) 2 ~
o +- 0
>- a 2!
~ g ~
+= -u~
o.ceo..
Q) g~t:;
.D Q) +- U)
.2 e 0 Z
'" 0 ~ <(
Qi <D~.b
~ :Q2-g
Q) 0. '0 +-
E Q)Q).Q
u.D ::l
oEO)
O:::Q)~
N
0'"i --i L{j
Ol:lOH8 dO.L
C'"J
~
N
()
(f)
(f) CD
W
0 S
a:
0
NI
()
0...
f2
'1
li
Ol:lOH8 dO.L
=-0
..;;;.
-,
o
Q) Q)
0:Q
oo~
_::J
. 0
6 E
1)Q
+--
ili =~ ~
-- -- :J
O~l ~
0JOo
X (/) Q)
oq20
~ou
~Q.Q)
-l<
L!)
co
(f)
,.. 0
8 a:
o
I
()
~
o
I-r---
6
CD
.~
Q)~
.s.:0
+- (/)
cn_
Q) 0
ocu;
,S2 2 2
~0.Q
.- ~ 0.
0'00
DU+-
E Q) 0
>-.~ ~
(/) ::J C
.'!l CY 0
~~o
-l<
E
g
'0
(])
o
Q) a
0""':
0.0:::
>-t::.
Den
oZ
t<(
~:f
.83
='0
'3 0
'" u
Q) u
~ 0
2 ,e;
+-+-
'" e
Q) Q)
E E
::l e
~ 0
o~
e e
O)Q)
'in Q)
~:f
ex:>
..0 .....
I I
o
.c
'"
Qi
.D
E
.2
c
(]) C
C 0
0+=
U 0
Q) ,<,2
:,.0
~J2
o~
E 0
.(])
-g .~
+- +-
o+-
e 0
<Dr!<
-~ 0-
3~
Qi-g
:f (])
o u
'" x
~2
e 0
::::> e
o '"
~ Q)
Q).D
D E
o ::l
~u
0.Q)
o.+-
o 0
+- ~
o+-
c Q)
U) .:2:
C'O
0)>
"(J.j CD
Q) '"
'0 (])
,~ 0.
.c ~
+- 0
-Q+-
Q) e
+- 0
0'0
C ~
>-.2
"in Q)
~ ;;;
~~
(]):f
~3
.92 Q)
c '"
::::> ::l
(])
:f Q)
'" u
'2D
o S2
c 0.
.Q -0 0
+- ~ e
o Q) 0
Qia5+=
~0~
150m
u+-u
-8'0
o ,_ 0
:'.00
o-2u
E ~ ~
~2-o
c+-~
3'0.2
O?Qi
"''=.D
;::,gE
Q) '" 0
.D C u
E 8. 0
o"'+-
o ~ ,~
c
o
'in
C <h
(])+-
E a5
u E
C Q)
o '5
'50"
u ~
gO)
'0 ,e;
5~
C 0.
.Q E
+- ::l
.2 E
C ,-
(]) ,e;
'8 E
a52
,r::! 0
'" u
a5u
o.c
>- ,-
+- c
Q) 3
I2~
0.. '"
w
!!!o
3=....
:0.:1;;
Uw ....
0:1:
........ Z
UCX (5
o~ ..,
w.... 0 VI
.....
CXZ Z ~
w- w
1=0
w'" > 0
....w lO ~
-:I: 0
0.... 0-
w 0-
w.... u:
e:i< ;:: <
lO~ Z w
:a:z w 0
~- Q 0
z.... w U
cx
~< cx w
....1;; < ~
<U) U)
CXU) lO .
wU)
w~ 3=e:i 0-
Zcx ~
w.... 01=
~w Zw 0
w:l: <~ ....
CX.... U
<0...., U)U) w
U)Zu.. oe:i z
....~w CXlO Z
zo.... o:a: 0
(5cx~ :I:~
..,<.... UZ U
o
('II
.....
o
('II
.:.:
~
~
.5
Q)
:0
.2
'0 ...:
Ej;
u> :::l
=g
0_
Q)c
"Co
co.
o:::l
:So
g!
-0
.g?~
.20
O-u>
-l<
OJ
0-
.s.:U]!
u6Q
'3 ~ 8.
~~,s
:;; 12 ~
c (/) Q)
,Q .2 a;
CaE
Q) - (/)
E ::J .-
._ 0 c
Uuo
+- c-U) u:i
~Q)C+-
<;= 0. Q) .Q
Q) ~ E (/)
~ ~u.2
W
N
en
w
5
0-
~
x
~
c:i
-0
,e;
OJ '" 0
C '0 as
o 2 :f '8-
000 'S
ftc a 0
~ -~ ~ ~
o 3 :0
:= CD -ifj
o.c c
0)0 0
e '" 0.
-- (/) (/)
g.92 ~
.0 ~ Q)
-0 '0 ~
Qi ~ ~
'0.2 0
c
~.~ 3
5,~ .2
0" 0) '"
~ ~ 0
-Q'~ ;;;
.2 3 5
o'l- n
E ';;:i (])
.2(1) ~
g~ 8
'0
~ '0
0'0 (])
_Q) '0
Q) <<= So
.r::! '0
'" Q) 0.
5: ~
'" 0
Q).c
.0 ~
Q) 0
~:S
(]) ~
.c Q)
+-+:
'025
Q) ~
.DO
0.2
-5-0
'0 ::l
~g
::l ui
Qio
.D Q)
E ft
::l (])
-' ~
:,
0.
o
'0
(])
.c .
+- e
o 0)
Q) .-
.c '"
'" Q)
(])u
.D C
+- 0
'" e
::l 3
E 0
"'.c
'0 <f)
o 0)
.c c
u '0
0.0
.2ft
N
<0
-~
3
G5
.c
o
3 D
Q) Q)
-0 -0
0., u
~ as u
o Q)e;
Qi ,<; '"
.D 0) <D
E a5 c
(]) _ ::l
E ~ .2:-
~ 0 -0
::1 -(7) 0
+= ill +=
Qi a Qi
+- ~ >
-0 0. '0
~ 0 0
o ~ .Q
'S~ '0
U 0 C
+- > 0
o S!
C 0. TI
g g. c
<,f L{j
..0
0J
C"')
...!r <(
co 0J
r--: C"')
oq
-0 0-
..0
0- r----
0 L!)
6 0- 0-
C"') cO @ @
0J
..0 c0 oq I_~
-0 0
0- C"') -0 .~
c0 L!) 0-
oq c0 c5
th oq C"')
0- 0J r----
L!) 0-
0J r--:
C"') 0J -0
..0 0- -0
0- oq 0-
<(
U
o
co
o U
co U
~ ffi
~Q)O
-2.,sc
U-'u
coo
o c ~
0.0
c ._ ~
3 +- 0
oo+-
.s.:g;~
(/) 0--
acE
.0 ,- =
Eow
o ~
>-~o
(/).0_
>- Q) f-" .
DLQ)U
u~:S2
Q) ,- . 0
+-+-+-0
86j6.u
-- +- +- c
U >-::J.-
..c;DO~
<..!)
z
~
i~
(/)
o
c+-
-;:: :J C L
0.0.- G
Q) >-.~ 0
D~(/)O
~~2(/)
Q)(/)OO
.L c o.~
38'00
c - -<; Q)
O"'cD
:;:: ::Jo 0 Q)
o .- ~
oOOQ)
OOQ).L
-;;;~(/) 3
Q)tC~
0022
oo.oE
,- 0. 0
U::JQ)::J
.f;~lo-C
~*
@
~
(I)
:!::
:2
.qo
o
o
('II
@
c
o
- +=
00
(j)2
~~
~ 0
Qu
c (/)
22~.2'oE
o >- 'u Q) - Q) G)
,S2 u 0 a Q)o ~ (/)
~ 0 lo- (/) -- 4- :J
~o~coo~
0.5 Q Q) Q Ou
U) U C 0.. ,~ 0
C Q) 12 oo.u 0 0
o+-o 0>
.-O"T""<Eo~>
(/)Q)'-' oco
Q) C C 0 (!) _" U
oc.2u '"""'2
Uio OU) 0.2 00
"CcuccQ)~Q)
6.Q2.~u:QO ~
"CooQ)':)::J1nO
6ZO::oco(!)..c;u
tn..:-:
~~
en --
:::lUS
"CZ
.5<(
C
2dJ
o c
E U Q)
QBg
..c;:r:o..
0-
CO ~
cb(jj
U)U
Oco
ST87315
AT3GE1
y y
PIGGYBACK TRUSS
4-8-8
4.8-8
(optional)
n ustnes, Inc. Mon
5.00[12
4x4 =
7
SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION
DETAIL FOR CONNECTION TO BASE TRUSS
All plates are 2x4 M20 unless otherwise indicatecl.
19.91 [T2
3x7::;; 4
8x8 .;;:.
10
3x7 "'"
2
33
II 2
32
II 2
31
" 2
30 34
112x II 2
35
II 2
II
0:;> 0
N 'N
,:, ,:,
29 28 2726 25 24 23 22 21 20 19 18 17 16 15 14
4x8 /; 2x6 " 2x6 II 2x6 II 2x6 II 6x8 ::= 2x6 II 2x6 II 2x6 II 2x6 II 2x6 II 4x8 \\
2x6 " 2x6 II 2x6 " 2x6 "
5-0.0 I 19-0.0 I 24-0-0 -I
5.0.0 14-0-0 5.0-0
LOADING (psI) SPACING 2-0-0 CSI DEFL in (Ioc) IIdef! PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.00 29 >999 MII20 197/144
TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 13 nla
BCDL 10.0 Code FBC/ANSJ95 (Matrix) 1st LC LL Min I/def! = 240 Weight: 257 Ib
LUMBER
TOP CHORD
2 X 6 SPF No.2 *Except*
4-72 X 4 SPF No.2, 7-102 X 4 SPF No.2
2 X 8 SPF No.2
2 X 4 SPF No.2 *Except*
4-102 X 6 SPF No.2
2 X 4 SPF No.2
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
[P]
BOT CHORD
WEBS
OTHERS
REACTIONS
(Ib/size)
1=185/24-0-0,13=184/24_0_0, 22=10124-0-0, 21=127/24-0.0, 23=139/24-0-0, 24=152/24-0.0,
25=87/24.0.0,27=83/24_0.0, 28=143/24-0-0, 20=146/24-0-0,19=150/24-0-0,18=88/24_0_0,
16=83/24-0-0,15=143/24-0-0,26=80/24_0_0,17=80/24_0_0
1=-404(load case 2)
1=-298(/oad case 2), 13=-214(1oad case 3), 21=-5(1oad case 3), 23=-90(load case 4),
24=-135(/oad case 4), 25=-25(load case 4), 27=-254(load case 4), 28=.518(load case 4),
20=-83(1oad case 5), 19=-141 (load case 5), 18=-10(load case 5), 16=-244(load case 5),
15=-521 (load case 5), 26=-50(/oad case 3)
1=478(load case 4), 13=408(load case 5), 22=10(load case 7), 21=127(load case 1),
23=139(load case 1), 24=154(load case 7), 25=92(load case 7), 27=141 (load case 2),
28=186(load case 2), 20=146(load case 1), 19=152(load case 8), 18=92(load case 8),
16=129(load case 3), 15=189(load case 3), 26=200(load case 5), 17=155(load case 4)
Max Horz
Max Uplift
Max Grav
FORCES (Ib). First Load Case Only
TOP CHORD 1-2=-109,2-3=-110,3-4=-55,10_11=_55, 11-12=-110, 12-13=.109,4-5=-63,5.6=-55,6_7=.49,7_8=_49,
8-9=-54, 9-10=-63
BOT CHORD 1-29=0, 1-28=34,27-28=32,26-27=32,25-26=32,24_25=32, 23-24=32, 22-23=32, 21-22=32, 20-21=32
,19-20=32,18,19=32,17-18=32,16_17=32, 15-16=32, 13-15=34, 13-14=0
WEBS 4-33=,11,32-33=1,31-32=-5,30_31=,5,30_34=_5, 34-35=-5, 35-36=1, 10-36=-11,21.30=_93,
23-31=.105,24-32=-110,25-33=_53,3_27=_49, 2-28=-103, 20-34=-105, 19-35=-110, 18-36=-53,
11-16=-49,12-15=-103,4-26=_70,10_17=_70, 6-31=-95, 5.32=-144, 8-34=-95, 9-35=-144, 7-30=-92
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 130 mph winds at 15 ft above ground level, using 7.0
psf top chord dead load and 7.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category f,
conditionl enclosed building, with exposure C ASCE 7-98 per FBC/ANSI95 If end verticals or cantilevers exist, they
are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the
plate grip increase is 1.33
~~
MAR 1 8 200S
Continued on page 2
A WARNING. Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design volicJ for use only with MiTek connectors. This design is based only u~on parar.n~:ers Sho~~, and I~ for on Individual ~uilding cO,mponent
Appllcabllitv of design parameters and proper incarporatlon of component IS responSibility of bUilding designer. not truss deSigner. BraCing shown
for lateral support of IndiVidual web members only. Additional temporary bracing to Insure stabillly dUring construction IS the responSibility of the
mector Adlj,t,onal permanent bracing of fhe overall structure is the responsibility of the bUilding .deslgner. For general gUldonce regarding
fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/TPll Quollfy Cntena. DSB-89 and BCSll 8ulldlng Component
Safety Information available from Truss Plate Institute, 583 D'Onofllo DlIve, Madison, Wi 53719,
14515 N, Outer Forty, Mil
Suite #300
Chesterfield. MO 63017 --@
MiTek@
o
Q)
~
o
z
>-
~
Q)
"10-
o
en
o
-
Q)
C
Q)
~
E
Q)
~
o
>-
en
Ol
c
-
Q)
.0
E
::J
Z
z
o
3
z
w
Q2
o
o
z
0<
z
00
.05
E9
>-l:!:!
en~
~
CD
C-
o
...
c..
(])
en
j>
0...
U,:!.
"'0.5
j-
00
U5
~~
o(])
=c..
0...
u..O
o(])
-0)
(])o
5E
.- 0
a2a
(f)
.c
C
Q)
Q)
x
'w
C
~
.S
c
~
o
.c
(f)
(f)
c
o
"w
c
Q)
E
'6
ex>
~
cb
'"
ch'"
.c2
>- +-+-
X c_
'" (]) 0
'" (]) '"
(]) t: (])
C 'en U
:J ,e'en
cU" .c
'o.22;!::o+,
'~ 0 ,~ .0 0
B.g~2Si
(])~o"'.?-
+- ,- '" (]) (])
..Q(])B'O:J
~ (; 'en 0.. U
(])"'C>-Si
c~~o..u
(]) ~ ,_ a. c
000<(0
+:
~
o
c
o
Ol
o
'B
Ol
Q)
E:::
Q)CfJ
1/;0
>-co
'" Q)
~ Q)
2CfJ
:::-0
o Q)
- ~
Ol '5
cO'
,- Q)
o ~
o '"
~ >-
.0 0
,z:-~
= 0
:B '"
o .-:
1/;Ol
- c
o ,-
c 0
o !2
~.o
151
U~
<C 0
~
o
.2
'"
Qi
>
Q)
c
'0
c
o '"
c Q)
3 ~
o ::l
.c~
"''0
OlQ)
,f; 0
'00
8ll
- >-
5]!
'<i) 0
Q) ::l
'00'
Q) Q)
:f"8
u,f;
Q) c
Q) 0
~~
Q) 0
Qi 'a5
a>-o
Z E
o
Ol"2
of; 0
~ Qi
::l C
.0 3
Q) 0
:f,z:-
.2 Qi
c 0.
OlQ
'<i) 0.
Q) ..,
'00
~ -5
~Qio?
'" 0..92 0
E~"E Q)
_co. .0
o ,Q '0 .2
Q) n 2 <J")
'is. !!:! <D Qi
8 ~ Qi ~
Q)~1; Q)
~ ,QJ Qi E
Q<D:f -s
0... '00 0
'0
C Q)
o 0
~ ~ <J")
-0 ,<25
..c+=
.c 0 0
000
~ Q).Q
"tn 01:
c ~-6
"0 ::l'~
g +=-0
>- a ~
~ g ~
+= --0=
.cco...
g~~
Q)+-CfJ
cOZ
0~<C
<D2-b
+-"5'0
.Q-Q)
o.u+-
Q)Q).Q
0.0 ::l
oEOl
0:: Q) !!:!
N
<'"5 -<::i cO
Ol:lOH::> dOl.
C')
'"
N
()
(/)
(/) III
W
0 3:
a::
0
NI
()
c-
o
l-
N
G
Ol:lOH::> dOl
=",
~
o
(]) (])
'OU
u'en
.Q:;
-0
BE
+=0
E-l=
c =-0 '"
.92 -:::. :5
0"--1 ~
('.JOo
X '" (])
"" .22 Ol
~ou
.20..(])
+:
L()
(0
(/)
~ 0
() a::
o
I
()
:2
o
~r-
o
III
c
(])~
.c.Q
+- '"
'" -
(]) 0
+-
o C ch
U 0 (])
-- += ~
~u..Q
,- ~ a.
0'00
.ou+-
E (]) u
>-.~ ~
"':Jc
.~ 0" 0
~~u
+:
E
g
'0
Q)
o
Q) a
0'-:
o.~
>- "-
:Ben
OZ
:t::<C
~E
2p:
='0
'3 0
'" 0
Q) 0
~ 0
2 ,f;
+-+-
'" C
Q) Q)
E E
::l C
~ 0
o ,,=
c E
OlQ)
-C/5 ill
2;:f
..0 r--..:
ex>
I I
o
.c
'"
Qi
.0
E
.2
+-
C
22c
c 0
O~
o 0
Q)g
:5ll
~J2
0_
E 0
.Q)
UE
Q) ,-
+- +-
o+-
C 0
Q);,\!
.SQ &..
3~
~U
Q) Q)
:f Q)
o 0
'" x
'" Q)
.92+-
C 0
::J C
o ..;
- Q)
Q).o
15E
o ::l
~:o
0.Q)
o.+-
o 0
Q)
+- ~
o+-
C Q)
(/) .2:
cO
Ol>
'<i) Qi
Q) '"
'0 Q)
.:2 Q
.c ~
+- 0
-o+-
Q) C
+- 0
0'0
C ~
>-.2
u; Q)
~ ~
~~
Q).c
+-
~ '3
.92 Q)
C '"
::J ::l
Q)
:f Q)
'" 0
'2'5
o !2
C 0.
.Q 0 '
+- ~ C
o Q) 0
Qia5~
~0as
50$
0+-'0
08'0
,- 0
.2ll.Q
oJ2u
.s ~ ~
~2TI
c+-~
~'OQ
o,z:-Qi
(/)=.0
'= ~ E
Q) '" 0
.0 5 0
E 0. 0
o"'+-
o !!:! ,,!!
'"
C
o
'<i)
C '"
Q)+-
E a5
'BE
C Q)
.Q5
+- 0'
o Q)
o ~
.QOl
u,f;
c+-
O.Q
C 0.
,Q E
+- ::l
.2 E
C ,-
Q) .f;
8 E
-Q)
Q)+-
,to! 0
'" 0
<D'B
o.c
>- ,-
+- C
Q) 3
+- 0
.Q.c
0... '"
w
!!!O
31-
~I-
uID I-
O:I:
.....1- Z
uCl:: (5
O~ .....
WI- 0 U)
.....
Cl::z Z ~
w- W
t::0
w"'" > 0
.....w lIC e:=
---:I: 0
Ol- D..
W D..
WI- ;;:
~< ;:: <
lIC~ Z w
::i:z W 0
~- 9 0
zli W u
~~ CI:: w
<
<U) U) <
Cl::U) lIC . .....
wU) wU) D..
z~ 3~
wCl:: e:=
~: ot:: 0
w:I: z~ I-
Cl::1- <--- U
<0...,: U)U) w
U)zu.. o~ Z
I-~W CI:: lIC Z
zO..... O::i: 0
(5C1::~ :I:~
""'<1- UZ U
o
C\I
-
o
C\I
~
/!2
~
.5
CI)
:c
.2
'0 ...:
> en
oCl)
en :J
=0"
oCl)
-;~
"Co
c:o.
o :J
'E5
o CI)
0-
-0
.i!!~
.20
D..en
-I<
00
0:
.cU]!
+-co
UO~
'3 ~ 8.
(])(/).c
.s.:u-:i~
+- +- Ol
,~.Q c
c '" (])
00-
,- +- (])
"'~.c
CO+-
(]) - '"
E :J.-
._ u c
U'Oo
~ c: -u:; u5
~Q)C+-
<+= a. (]) .Q
(]) ~ E '"
.c (]).- 0
0- a. U +-
w
N
en
w
3
D..
"'"
X
"'"
c::i
o
f;
OJ
cu
022
o 0
o.c
; ffi
0'3
: Qi 15
o.c '~
Ol-o 0
c'" 0.
-- (/) <J")
g.92 !!:!
~ C Q)
.o::l .c
--0 +-
!2 Q) Q)
Q)=
0.2 0
C
~,~ 3
5 ,,!! ~
0' Ol '"
!!:! ~ -0
"2'~ ~
~ ~ 5
u '+- TI
E ':-i Q)
EO) ~
g~ 8
o
'2 '0
0'0 f5
<D ~ 'S;
N ,- 0
'<i) as 0.
~ 5t .~
o+-
'" 0
Q).c
.0 ~
Q) 0
st:f
Q) ~
.c Q)
+-:j::
'025
Q) ~
.0 0
0.2
-550
-gi5-
'" Q)
::l '"
Qio
.0 Q)
Est
.3 !!:!
~
0.
o
'0
Q)
.c
05
Q) '<i)
-55 Q)
Q)U
DC
+- 0
'" C
::l 3
E 0
-0-55
OOl
.cc
o '0
0.0
00.
t- '"
N
<'"5
~ 0
.c '8.
-0 -s
a 0
~ E
ill
3
CD
.c
o
3 D
Q) Q)
-0 -0
IS. ' ,<d
~ Qi '0
0Q) f;
ill -~ if)
.0 Ol '"
E c Q)
Q) ~ ~
E ~ ~
~ 0 0
::l '<i) 0
+= <D +=
Qi a ~
"0 0. '0
~ 0 0
0_ .Q
:J ~ '0
o 0 c
-060
c 0. E
o 0. '"
oo.f;
-<::i cO
..0
('.J
C0
.q <(
00 ('.J
C0
r-..: ""
-0 0-
-6
0- r--..
0 L.()
6 0- 0-
C0 cri @ @
('.J
-6 c<) "" I_~
-0 0
0- C0 -0 li~
c<) L.() 0-
"" c<) ci
th "" C0
0- ('.J r--..
L.() 0-
C'-i r-..:
C0 ('.J -0
-6 0- -0
0- "" 0-
<(
o
o
CJ:l
o U
CJ:l 0
~ ffi
~(])Ol
o.c c
-- +- .-
u-u
COO
o c ~
0.0
c ,_ ~
3 +- 0
ou+-
.cSi~
'" Ol'-
acE
..0'-=
Euw
o ~
>-~o
",.0_
>-(])!-' .
.o.c(])u
u~:S.22
(]) ,- .0
+-+-+-u
8ZD6.'O
.- +- +- c
U >- :J .-
.f;.oo~
<.!)
z
~
~~
<
.....
'"
Ol
c+-
-;:: :J C ~
o .0 ,- i3
(]) >- ,Q, U
.o~",o
~~.22",
(])",OOl
.c c u.~
38'00
c - .~ Q)
0"': cD
+=:JuO(])
o ,- ~
u U +- (])
00~.c
-;;;-;;;,"'3
CDtC~
'00215
u a. u
.- a. 0 E
U:J(]):J
.f;~~c
!*
~
Q)
:!::
~
~
o
o
N
@
c
o
- +=
o u
1D2
2~
~ 0
-20
c '"
O"'Ol>-~o
+=2c(i)Q+-
o 0- '0 (]) <D
.~u 0'0 (])uz '"
~O"-U)--~:3
~o'::coo~
a.S -2 (]) Q Olu
(/) U C 0... ,~ 0
C (]) 12 oa.u u 0
Ol+- 0 0 >
,- u .,..., E 0 ~ >
"'(])'-' 0CJ:l
(])ccoc.!)~u
OcEo .22
000(/)Ol2Olu
"CcOCC(])~(])
6.Q (]) ,Ql '0 U 0 2:
"0 '0 '0 <D :J '5 1;; 0
6ZO:::0CJ:lc.!).f;O
U;,:..:
~~
en --
:JV5
"CZ
f:<(
c
o '
+=Ol
o c
ED (])
~c+-
-2o.Q
,.f;::r: 0...
0-
00 ~
r:h(])
(/)0
OCJ:l
ST87315
AT3GE1
'1"
PIGGYBACK TRUSS
,....,y
1
.'y
1
MASTER GARAGI:: BUILlJERS, FLORIDA
(optional)
4.201 SR1 e Aug 20 2001 MI ek Industries, Inc. Mon Dec 31 09:09:442001 Page 2
NOTES
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail"
4) Gable requires continuous bottom chord bearing.
'1) Gable studs spaced at 2-0.0 oc.
.i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 Ib uplift at joint 1, 214 Ib uplift at joint 13, 5 Ib uplift at
joint 21,90 Ib uplift at joint 23, 135 Ib uplift at joint 24, 25 Ib uplift at joint 25, 254/b uplift at joint 27,518 Ib uplift at joint 28, 83 Ib uplift at joint 20, 141 Ib
uplift at joint 19, 10 Ib uplift at joint 18, 244 /b uplift at joint 16, 521 Ib uplift at joint 15 and 50 Ib uplift at joint 26.
7) This truss has been designed with ANSlrrP11-1995 criteria.
LOAD CASE(S) Standard
A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors, This design Is based only upon parameters shown, and is for an individuai building component.
Applicability of design parameters and proper Incorporation of component is responsibility of building designer. not truss designer. Bracing shown
IS for laterai :;upport of IndiVidual web members oniy. Additional temporary bracing to insure stability during construction is the responsibiilty of the
E>rector, AdrJltional permanent bracing of the overall structure is the responsibility of the building deSigner. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria. DSB-B9 and BCSIl Building Component
Safety Information available tram Truss Pi ate institute, 583 DOnofrio Drive, Madison, WI 53719,
14515 N, Outer Forty. @
Suite #300
'"'"'""", MO "'"" Mil
MiTek@
W
Q)
.....
o
z
>-
.....
Q)
.....
o
en
o
...
Q)
c
Q)
<.!)
41
E
Q)
.....
W
>-
en
Ol
c
...
Q)
.0
E
~
z
z
o
~
I-
Z
W
Ci2
o
o
z
We:(
z
00
.05
E9
>-~
en~
~
-
CD
a.
2
0-
CD
en
j>
0_
U.:!.
-0.5
3-
00
U5
==~
OCD
=0-
0-
u..0
OCD
-0)
CDo
5E
.- 0
~o
(f)
.r::
C
Q)
Q)
x
'Vi
c
~
.S
c
:;:
o
.r::
(f)
(f)
c
o
'Vi
c
Q)
E
'6
co
..;.
r.b
Vl
E2
>- +-+-
X c_
Vl Q)O
Vl Q) Vl
Q) >< Q)
c 'u; u
~ _ c -(j)
c U 'T .c
'0 2 ;j:: -0 +-=
'~ 0 of; D 0
6,~ 82 .2 ~
Q)~OVl.c
+- ,- Vl Q) Q)
OQ)C+-~
Q.~o.2::J
~ 0 'u; 0. 0
Q)VlC>-~
c~~Q.u
Q) ~ ._ 0. C
()oO<{o
-I<
~
o
c
o
OJ
o
'0
OJ
(j)
E==
(j)Cfl
~~
</l (j)
~ (j)
::JCfl
.t= .
~"D
o (j)
4- ~
OJ '5
c 0'
'0 [12
o </l
.oiJ
>-3
~o
15 </l
0'-.
"tiOJ
- c
~o
o Q
+=..0
'0'
"D~
<( 0
~
u
12
</l
<D
>
(j)
C
"D
C
o </l
C (j)
3 ~
o :J
.c.t=
</l"D
OJ(j)
,~ U
"D 0
8.0
- >-
~]2
'Uj 0
(j) :J
"DO'
jg.gJ
+- 0
"D ,~
(j) C
(j) 0
~~
(j) 0
<D '1j5
6)0
z E
o
OJ"D
.~ 5
~ <D
:J C
.Q 3
(j) 0
:f~
E <D
C 0.
OJQ
-en 0..
(j) ..,
"D 0
~ -5
:J ill r.r.)
~ 0. ,Q1
E::Jt
+- </l 0
4-Co.
o ,Q "D
<Do$?
'0. ~ <D
8 ~ <D
(j)+-
(j) c.~
~gJ <D
Q<D:f
0.."D0
N
c0
"D
C (j)
(j).2o
..c: _~ V)
a ,Q, 6
..c.+=
.c U 0
U 0 U
~ (j) 0
t? -0 ~
c ~'o
-0 2 ~
~ +- 0
>- '0 ~
:2 (j) 0
OJ g 3 ,
+= -D~
o.cco..
(j) g ~ ~
.Q (j) +- Cfl
E C 0 Z
<f) 0 ~ <(
<D <D2-b
.Q +-"5"D
E.94-(j)
(j) 0."D+-
E (j) (j) .9
u.Q:J
'S oEOJ
() O:(j)~
'<1' u-j
Ol:lOH8 dO.l
C')
CfJ
o
a:
o
C\JI
()
0...
~
'"
N
()
N
()
=",
~
o
CfJ
m
UJ
:s:
B-~:J
Ol:lOH8 dO.l
Q) Q)
o:g
o Vl
0:::;
-:0
6 E
:;=0
E.t:
c =-0 en
.92 ..::::. :s
0'-1 -:=
010'0
x Vl Q)
"<j 2 OJ
~ou
,2Q.Q)
-I<
L{)
<0
CfJ
c-- 0
8 a:
o
I
()
::a;:
o
l=r---
o
m
C
Q)~
.c.2
+- Vl
Vl _
Q) 0
OCVl
,52 $ 2
~0.2
,- 82 0.
0'00
DU+-
E Q) 0
>-.= cQ)
Vl ::J
.!!? IT 6
~820
-I<
E
g
"D
(j)
o
(j) '0
0'-:
o.~
>- "-
:au;
OZ
:t::<(
:J.c
~:t::
.Q 3
="D
'3 0
</l U
(j) U
~ 0
2 .~
+-+-
</l C
(j) (j)
E E
:J C
8~
>
C C
OJ(j)
-(13 ill
25:f
-ci r---
co
I I
o
.c
</l
<D
.Q
E
.2
c
(j) c:
C 0
0+=
U 0
(j) ,,=,
:515
~J2
04-
E 0
-(j)
"D E
2+=
o+-
C 0
-~ ~
3~
<D~
:f (j)
o U
</l X
~2
C 0
::JC
w
!20
3=....
::.0:....
u~
0::1:
.........
uo:
<
0'"
w....
o:z
w-
1=0
w"""
.....w
.....::1:
0....
w....
~<
co(!)
::Ez
=>-
zli
~~
<VI
0: VI
wVl
z=>
wo:
(!)~
w::l:
0:....
<00-:
VlZ...
....=>w
zO.....
<50:~
......<....
C
N
......
C
N
.:;t.
~
~
.5
(J)
:0
.Q
'0 -=
E5~
.!!!5-
'0 ~
Ole:
'00
e:o.
o ::l
:go
O(J)
.25
~~
.20
D..cn
-l<
o .c
4- (j)
(j).Q
:a E
o :J
~u
o.(j)
o.+-
o ~
+- ~
o+-
C (j)
V) .;:::
'c a
OJ>
"If.j ill
(j) </l
"D (j)
,,!! 0.
.c ~
+- 0
-Q+-
(j) C
+- 0
O"D
C ~
>-12
VJ (j)
~ ~
~4=
(j):f
~3
ill (j)
c </)
::J :J
ex)
(j)
:f (j)
.~ 0
~n
o Q
C 0.
0-
:;::: Q c:
Q ~ .Q
.gJ(j)0
'Uj (I) ill
150m
u+-"D
08"D
:5:88
o-2u
2 </l 0
-t;:S~
C += ~
2'0$2
O~<D
(/)=.0
:: ~ E
(j) </l 0
.QCU
E 8. 0
O</l+-
()~'!!
0..
....
z
<5
......
o
z
w
>
co
o
w
u:
;:::
z
w
Q
w
0:
<
VI
fficri
3=~
01=
ZW
<~
VI VI
o~
0: co
O::E
::I:=>
uz
w
N
en
w
3
D..
c
o
'Uj
c vi
(j)+-
E a5
'0 E
c (j)
.Q '5
+-0'
o (j)
U ~
.QOJ
"D ,~
c+-
0.9
c 0.
Q E
- :J
12 E
C ,-
(j) ,S
8 E
-(j)
(j)-
,to! 0
</l U
ai'O
Q.c
>-'-
+- C
(j) 3
+- 0
.9.c
0.. </)
.cu]j
15612
'3 ~ 8.
Q)UJ.c
Lcr.i+-
~~ ~
CVlQ)
,Q .2 a;
Co:E
Q)-Vl
E ::J .-
._ 0 C
u '0 .Q
+-Ccncn
~Q)C-+-
<;::::0.Q).2
Q)~EVl
~ 25.'0.2
o:::::t
x
o:::::t
o
o
c
a
'2 "D
O"D (j)
_(j) "D
~ SE .~
Uj~ 0.
'5 ~ .~
</l 0
(j).c
'u ~
(j) 0
st:f
(j) ~
.c (j)
+-:1=
o~
(j) ~
.Q 0
'OE
-tio
"D :J
Sl g
:J vi
<Do
.Q (j)
E st
.3 ~
~
~
o
IX
D..
D..
e:(
w
o
o
u
w
3
D..
IX
o
I-
U
W
Z
Z
o
u
01
C')
~
co
r--:
-.0
-6
0-
6
01
-6
0-
c0
"<j
cO
0-
C')
-6
0-
<{
()
o
eD
~Q)OJ
-2. :S .~
~'Og
06.0
C._ ~
3 +- 0
oo+-
.c~~
Vl OJ ,-
acE
D '0 tiJ
E 0 ~
~.o ~
>- Q) f-" .
D:S~u
uc=>2
Q).- . 0
+-+-+-u
g~6.'O
(!) '0;' -S ,~
Z.!:;D o~
~
i~
:5
0.
o
"D
(j)
.c
+- C
o OJ
(j) 'Uj
-ti(j)
(j)"D
.Q C
+- 0
<f) C
:J 3
E 0
-af5
o OJ
.cc
() '0
0.0
00.
f- <f)
dl <f)
C"D <D
'022 .c
o 0 0
st c '0
;i ~ +-,_>-_
0'3
:<D15
o.c '2
OJO 0
-~ ~ st
u (j) (j)
Q c ~
.Q:J (j)
, :f
Q ~ (j)
(j)= 0
15-2 c
a;~ 3
'5,'!! .2
0' OJ </l
~ ~ -0
-Q'~ ;
.2 ~ 2
u 4- U
E ';;5 (j)
-21) E
2 ~ 8
N
C0 '"
r--.. Lf)
a2 0-
C') cO
c0 "<j
-.0 0
C') -.0
Lf) 0-
c0 d
"<j C')
01 r--..
Lf) 0-
0i r--:
01 -.0
0- -.0
"<j 0-
o U
eD ()
~ B5
o
'8.
'S 3
o CD
:f .c
'3 0
(j) 16
-0 -0
Q. , U
~ <D '0
o (j) ,~
<D,~ </)
.Q OJ </l
E C (j)
(j) ~ ~
E ~ 2::-
~ 0 0
:J 'Uj U
+= CD +=
<D '0 ~
'5 0. "D
~ 0 0
04- .Q
'S~ "D
U 0 C
1560
cO.o
o 0. "ti
o 0 ~
u-j -0
<{
01
C')
"<j
0-
Vl
0)
c+-. _
';::::Jc 5
o D ,- 0
Q) >- ,Q. 0
D~VlO
~~2Vl
Q)VlOOJ
.c c o.~
33'00
c - ,~ Q)
O"'cD
:;= ::J 0 ^'
o 0 .- ~
00+-Q)
00~.c
-;;:; ~ Vl 3
Q)tC~
00$2;
o 0. 0
,- 0. 0 E
u ::J ^' ::J
.f;.e~c
!*
(j)
,,!!
@ @
I_~
11~
~
Q)
-
~
.q
o
o
N
@
c
o
ot) g.
(j)2 '5~
~1?! EUQ)
1ro....o '-c+-
-2() -20.2
CVl ..f;:r:o..
OVlOJ>-~o
+=2c-+-Q+-
o I- '0 Q) Q) ill
.52Do02.5~~
~ 0 lo..... (J) -- '+- ::J
~oC::coo.==
0.5 -2 Q) Q OJu
UJ u C 0.. .f; 0
cQ)""Qouoo
,Qlo 0 0. 0 Q 5
VlQ)UEoeD
Q) c c 0 (9 _" u
ocE() '""'-'2
00 OUJ 0).2 OJo
'Oc()ccQ)~~
5 $ 2 ,i,? 32 :g E c
'0 0 0 Q) ,- ::J Vl 0
6z0:::0a5(9.f;()
U;;....:
>0:::
-=~
::lUJ
'Oz
..5<{
0-
co ~
cbU5
UJ()
OeD
. !
~!s ;
S~g ~
z I*~i "
g a~f
u~g.
w 88=
~ I~!
(f) Di~
o ~~!!
0:: at~
U i.b
Z I~~
o _t~
F !!'~
~ j;: I
c.? 5!~ U
~ -d I~
~ !I;I f~
@ ~~II
@l
..
~;;-
i.!.
...~
~~
~.lb,- ....
'T~ g
~ .:.
l:1. ~~ ;.,
~~i ~~ ~l!
<~I ~ ~~
i!te~ ;~ ~i~
~~lI!g ~g ",;1;
~..~ t~
~~~ ~ Gl~~
~ "' i!
g
10 ~..~~~~
e
~ g uUH
, ....
: ~ a.a. a.
-< ~ i"~~!l~
~ ~ ..:.....
~ g TH
~ '-"lD
i
I
!.. 12
~P!
~iRij
~;i!S
;~i~
;j18~S
~5!~~
~~ L
~i ~
j3
;1j
2"}
~ .
.~q Ii ito~
. C Fl~'-!7~
Ni li.:-~.~
.:I~ !'~~
IiI ~~~m
! -<:
!~
!;
@
~
..f
(f)
~
z
@ iii : @!:l Vi N
1'10+0. ~:
!;;~;:;'K1 ::i.:!. z
<~Il! "El 0
~~~!A ,f" F
"'z_~ ~~ U
.:~~x - w
;~~
.. w
c.?
z
I
g
~
0..
>-
I-
fiI 0'
Q, ~~ti
~~~~-;;~
>'~:~:.~
~g~~a
-<~"'';''~~m
" ~ ~
:!o:~~~~
~~
~~ ~~
a:(f)
~:"
m, W
....'" c.?
z
I
0::
W
-l
-l
o
0::
~ .
>{;i ~
~~ I-
~d
~!;i
N
......
~..,,"
N~~
~n.F
. . ~VI
..00
?~iS
::z~
~~~
7;;:"
01 01.
.
9
9
~ h I
~~ 111
:I! 11 ! ~ I
:I ~Ii II ;
; !~R ~I ~
I I..' .... I
f Hi II ~!
.. p; h~ i!
I iH :~;I
! i i I I~" P
; IiI Hfl'
~;; ;t H
?J..
o"'~~
,~~~~<'
<"1/, c
PREMDOR (ENTERGY SERIES 100 (26GA) & 122 (22GA)
BRAND METAL EDGE 3'-0 x 6'-8 STEEL DOOR \./fTH
BUMPER THRESHOLD IN A. ~OOD FRAME
,
OUT S\"! fNG/ INS\"! ING DOORS'
37 1/2'
MAX
/10' x 1 )/4' Ig. SIAPL(S
) PER SIO(
4 '
4 '
8
_i., .
I
1(7 r:t IICDI 108
\ r:t "II({
17 1/2' .
<!YPJ
~ 110 x 2' SCRCvS
(2) PER HINGC'
011/10'
lOP Of ODOR
10 'l or lOCK
_ I " / ....
.....:.l'
KVIKS(T J
200 LOeKSr.T
"c. I I/Z' MINIMUM (MB(OM(NT
(5) i'(R SIO(S
AL I eRHAI'(: 111&' PfH T APeONS., I
./l 1/2' MINIHUH (HB(OH~NI ."
.e . z' r H, v S
liD I I lIZ' MINIIlUII (M8(OIl[N! i
AlleRNAlc, ]/16' prH rAPCCtis !
"II I/Z' MINIHUM eMS[OM[Ii' !
(2) ~ IHRe SHOL O. .
(2) ~ H(ADeR
.e x I J/4' SCR(vS
JAMBS 10 IHRCSHOt. 0
cz> peR sloe
B
U4'
IH$VlHCj <INTeRIOR VleV)
....,~0Ylll AS CClIU\ 1lHG NTII TII'
SOUTII ~C)jt1Q4 ~ COOE
Clo\U (4, z,,"
IT I c.ffl"...... J..
'lIOO.Cf COHfKOl. llNUlClH
......_ CIOOC 4!0IUUAHCt Ot1lCl
..eal'W<l NO. tXJ, <n ~ ," ,
NO T (S:
J.) VOCD BuCKS By OTH(RS MUS r 3[ A.'/CHG:;~:
PROP(RLY ro IRANsr(R LOADS iO iH( Sr~~(:~~~
V IHe PReC(DING ORAVINGS AR( IN;(NO(O ;:
OUALlfY IH( rOLL OVING INS I A~;.;.1 iGN$
A. voao fRAMe CONS IRUC r ION '"H[R[ DOO;;
SYSTEM IS ANCHOReD TO A HINIMU!'1 f'.'Q 3: ..'::~
opeNING.
S. MASONRy OR CONCReTe CONS I RlJC r !~;'o/ 'J~[~[
DOOR SYSTEM IS ANCHOReD Ie A IIj/;1Mi.'M ;..~ ;.
S TRUC ruRAL VOOO SUCx.
C. MASl}/Ry OR CONCRU( CONH RuC I ION '.'n( ~(
DOOR SYST(H IS ANCHORED OIRCCll T 10 CONCR[ r~
OR MASONRY VITH OR VITHOUI A N()N-SIRucrURA~
ON( BY VODD BUCK.
J. Al.l. ANCHORING SeRCVS TO BE 110 IJITk
HIHIHUH I I/Z' CHBCDM(HT INT.O VOOD SUBSIRArc
JL
R.H. OUTSVIHCi
LF
&I '''lX, '.l
I JIJ
.~....
R H INSVING
"-1L
I ,
. .
L.H. DUTSVING
\F
J I - I 0 ! 5 - [ ;.~
A SHE l T i J; _
~" IN$IJING
Ip"V,(tt\, ,'/Ir, _
J
I
I
I
I
!
.
)
,
i
i
{
',,"
/
,
I,
j
"
I
'I
~
%
~
.~
\.
't
i.
,
"
~'.
;.
(0 '1
II
@ ,
I Z
CALLS 12 E me HT I ""'C ,.....
, > '--'
; c:
I >
, r-; Z
.:. -:-
X
:r:
C"'1
>
0
C"'1
~ ::0
0 >
0 z
i 0 0
I .."
! Ul
::0 -
I > r
:s:: r
r-l Cf)
r-l
()
~
10
"Z
~~~...
!;lMj ;;
OM, )(
"'f=r'"
V1 < 'i
;.:'~!:u ~
no.z;, r:
iXl"l ' ~
"'aJ:"
:0 ~ X
~",
M .:
3 ",
I
"
"
V ItoU N-,%
- - --0
o"'aJ":;lI'\"'co~~:1
CMC"'-::t~"''''l-_U
~~~g:~",~;~:'
"Xl"l"XI'\[;l. -i'" c'"
"'J:"';;l" ::t::t~J::
OMI'\ 0~n.o::t2~
~~gd~C~C-i~g
:lli!!P~~~et~Q~
oUo~::l ~I'\;l'c
"'....'" <j;'I'\~cz:
I'\"'S!~"'~"'> "'~
OOXXO-cMC:CO-><
~-c", c~~"X
~~I'\~",go \-",,,,
~-C[:h~~:~;l~i
~~o~ga~~nM~
~....~~~~f;;;~~~
::t:i! oo~x~-c
MgS...X....goo,
e. 1'\"Z",8:C"'$i!"
n"'~g;:J", 0 u .
~ g~~ M~~~,~
. . Q. t"I
I
. fir
~I
lU.X Vl'TT H!lX: lIT
4~rl.. II II 0'
S(.A.LJl II, r.l.
~,~. r: J. .w.
e . r. , r: A.J.r
'Grc:. /to.: "C-O/4
1/" ~
S HJl,I
~
0"""
0>
03::
OJ
-rJCI)
::OM
>n
s::~
M-
o
'Z
II' tC Il..&.1
RlY/S/OHS
VENT H1ECHT
/
/
> III ~ -.
'% M'
I'\M--
_ I 0
... M-
g~~)(
< '-
"'> I
"-iZ:u
~S~':-
X %M '
C"laz::o
:0 ::: ;J:
~'"
MI:
~ VI
'I
! ~
ii
"
I
~~~; I
gg~)( !i
:/t~ . - I::
;'::l~-<
~'ix. 'I
'% r"'I II
:"la I:":l 'I
:0 ~ = i
~ ",
,.., z::
3"
~ 1/1. 1lA-'( ..
S Kl\I
I',
n
~
>
~
C
'Z
0::2
M'Z
~
>
Cf):t
::r: >
M(')
~::r:
.xs::
-M
'Zz
C)~
Ul
N
!"l
~ ~~~...
;! nl'l i (;
~!:I, )(
::O"'N
tit < . i
"'>!I:; U
>::1 'X "-
no. ..
XX ,
fld~:a
::0 1!: ?=
~~
.....IU'.U.N
".I1'loJJ1'
~l ~
.1/" \LAX.
SKDI
."
"
;-)
{~\"'. ....
I .
': "', .
.:~... '-
'='
r
I i I
:s: ~,!
r.
,I~ i I
. , .
::
I'V
(Jo "' co.
,
ell ..
, I I I I I I I I I I ,
uUN1N UI)N1N u1....ININ t,))N'N
I I I I I , I I I I I I
r;
I : i
I
I ..,
t;
;:I
:z:
M
::l
X VI
0 a
- ;;;
>> 0
rx c
::a f;;
0
Cl
S&JltI&S.. 4.78/"'"
AJ.UII'''UW .UIlII4
436/414 CLfDER
INSTALLA TlON DETA IL
OX / >.'0 AND
FASTENER SCHEDULE
, ,
I
! I
. I
NORANDEX
.,11 ,..... Irll.llr rllr
'~I"roJl. ".. 14.1"
"'111, flU) ,,,-""