HomeMy WebLinkAbout94-4213
"
BUILDING PERM~e'! ~ 4213/J
CITY OF ZEPHYRHILLS IT. D
(813) 788-6611 a- _ D- _ }' U
Date 0' 0 /
~ ELECTRICAL PLUMBING MECHANICAL
Pmp,"YOw"" ~ ...~
Job Add'"'' (, LL'_ . - e
ParceII.D.#.~'-~-~~ ~~ 01/0
Sewer Conn
Water Conn:
Water I\IIJ'!Jer:
T,I.F."s:
Zoning:
~ ,,!nergy Code: Radon Gas:
~ - .-1-"A Ll~ ..J\AJ-7~ - L.A.A/~
'i 11 JJ~:~ ""'n~
NO OCCUPANCY BEFORE C.O.
Description of Work
FINAL ~ ..2-'5 ~l)
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordar<:"e with City Codes and Ordinances,
Inspector
Permit Fee ~
Sig~ature,~ . ~
Company
Address
Telephone#
Valuation or
Contract Price
;J. . '-/ 7> --s -; crt)
, ,
City License Registration # / ,6 0
State Certified License#
a~ ~ tl'/OArl
ELECTRICAL
PLUMBING
MECHANICAL
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
S"H JiIn'(]~ i.-
Driveway
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
~. ~'1<{ tfA-Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
~1-,;21~1r
OWNER · S NAKE
jf~R-
I
/JtlrLRsrAr~ /II#I1ILk !JItI/IIE:S PHONE
S'7~ /(,(J S:-f
'Z f(1J1rte KJJ)&P: lJe..
.
7c?cJ ~;)Q 7"
OWNER' S ADDRESS _-? S dl ~ ?
JOB ADDRESS 1..0 r-/I '" 1//
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL 1.D.' .s - ~ ~;;'J- O/~ - CJO~"()-tJ//O (OBTAIN FROH PROPERTY TAX NOTICE)
WORK PROPOSED: ~w Construction _Addition ~lteration _Repair _Install
_Sign _Hove _Deaolish
PROPOSED USE: """""-Single Faaily _H/F _' of Units _HID
_eo..ercial _Indust. _Swim. Pool _Other
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK: S"HE..o -s'<:.~EEp ~l>OI"1 - C/tICIV)~:r
BUILDING SIZE: /0 X).z. /:2 0 Square Feet.~.Jo <} 'Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
V'BUILDING
$ ~iJq~ 00
Valuation of Total Construction
_ELECTRICAL
MIP Service
Florida Power Corp.
W.R.E.C.
_HECBARICAL
$
Valuation of Hechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block
v::
_Fraae _Steel
/7J.J1 rY1 .
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
.*....*...************.**.*..*.***********
Signature
CONTRACTOR SECTION-
COMPANY /ICE 11 J.. J.1 ~ .
L? /J~ ~_ /J , State Cert. or Regist. , C,ec.J>.j>ffRlJ
~~ City License Registration . ~l'
******************************************
BUILDER
RT .F.CTRICIAR
COMPANY
State Cert. or Regist. ,
City License Registration .
***********.******************************
SiQDAture
PLUMBER
COMPANY
State Cert. or Regist. .
City License Registration ,
**..****.*******************.*************
Signature
MECHANICAL
COMPANY
State Cert. or Regist. ,
City License Registration ,
********..******************.*************
Signature
OTRRR
;':~f...t'~ 7'.~'~ '-: ~."
COMPANY
State Cert. or Regist. ,
City License Registration t
****************.********
~ .~ rl~;;;;~~;h~;:
,
,
:1;
....~............'r_.':.,.. '......---"'4..-......~,_
Signature
APPLICATIONiAPPROVED BY
.:.1f_.,'G.'!..:.,......-.r,"'..1lI'.......:~ "
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pertit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. fhe undersigned assOles responsibility for cOlpliance witb any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If tbe contractor is not licensed as required by lil1f, both the owner and contractor lay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611.
FurtherlOre, if the OIner has bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for tbe work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to pertitting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION 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 - HOIeOWDer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOJeOne other than the
Rowner", I certify that I bave obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the
"owner" prior to cOllencelent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a pertit and that all work will be perforJed to !eet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDJental agencies laY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of EnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water Managelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rehabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater Treatlent, Septic fanks
t US EnvirODlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "An or "A,etc.", it is understood that a drainage plan
addressing a "cOlpensating volOle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to pertit issuance.
K IJ t'ZtJ N
STATE OF FLOR~
COIIHTY OF jJ-S e,o
The foregoing instrument was acknowledged
before me this ~~, 19~ by
'"I!AY '~JJA))~S
who is persona Iv known to me or who has
produced
as identification and who did/did not
ta~ f
ISi .~ur.) :::.r:---?F~)N
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA
coum OF P If .sC'-O
The foregoing instrument was acknowledged
before me this vLlLY -21, 19~ by
(fAY 'PAJJ)EL.S...
who is personall~_known to ~~.or who has
produced -
as identification and who did/did not
t.~ ~ ~u
U~. J~)
(Sign blre) , . '.
Kk n-l ~~ J. j <oJ ?51?#--uJ oJ
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~,>
'~
KATHLEEN J. BROWN
S1a~e cf FkH"i13
M,Comm, "cp. 1',)0' 2, 1,"95
Comm..' CC C:;5t~~ 7
.~?~~$>(~
KATHleEN J. BROWN
State 01 F'cri~3.
My Comm. Etp, I,y: 2, 1995
Comm. II CC 0;5617
',---
'''-.-
L
38545 Palm Grove Drive
Zephyrhills, Florida 33540
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLD TO H tvR-
ADDRESS L"r-~J/ ~II / Z.€PH rR
SHIP TO L E. r J.-I ~ fG, J-I- / LL-...l ~/.
DATE ?~...27-9Lf
PHONE 7 R' ,2- :2:1. 7 ~
'"
1<1 D Go;;:'
-.f.s 5" 'I /
.Die.,
J~ 'V It; ~ J.L. .s' u..P:: fJ
,
/0 X /e2x /0 SL..eP-~/V iR ~ .-.
r-" 'vv.
/0 V .;> 7 ~,eoJ)r P4?JO r:=-
,
IS> X L/O cnR.-Pb/L-t
)r
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE ,..::5il?}.s; lJ {)
INSTALLERS IN FULL ON COMPLETIO DEPOSIT
11#1;/-
BALANCE C.O.D.
-
S lTR "I.AN
. (IlP.SIDENTIJJ. USR nNLY~
l'AIlCEL I.lJ,
.3 c:J b
-'SEl; TW1'
.:l./
lWG
~/~~
SUuU
~t'
ULOCK
?J /10
LOT
i'ol? AI k:
11#/)eR, 'J?,ool=-
1'1I0I'EIlT....., t1E1\SUIlEHI::tH
..'~
6 S' ~ /lJt?
Cllllill':JrI' U\-nll~:HS
.,HJ..f<.. /Al1~~r-r~rli.~gJt...f }lOPJE J BATE
r '
7-0/7.-.9'1
11 I. d to Bc-l" for all parcols or lots flvQ acras or le~o.
' 1.11 drawlngs uhn uU rawn ... .......
-{. bS' I
i
~
I
3J.-
!
/fJO'
< ~y'
. i'/'f..\\'{llIl~
~ '(, ~D6 \ L
Ll \11) fV\v
l~ -7 r
~5.si <
~O
~
v~
IS' '
}
tJI < .;z I
A\ "'.. q~'
I [)C}S~ JfV{ G
lq · COrl~f..-~
1..b/- I)
~// I 'ZEPh'Y~ RIDGE ))~,
slim.} 1\LL EXIS1'UIC AND PROrOSED STRUCTURES CIVlllC DIH.EHSIOH:l AND S1!1'llAC~S. /\L~. ,'., lI11>1CATE
J,/,y nOlH ES Of W^ Ti':R AtW nOADWA YS (INCLUDINC HAtlES) ADJACl!J\'C TO TilE PIIOPEIITY. BlUl CATE
THE $JZE; YEI\Jl, Nib HAl-IE Of HO~:tI.EI SUCIl AS 12' x GO', 198\. FLEETWOOU,
(Ill "EASEHEN1S", tlRICHT-Of-WAY" and ~'JURISDICTlONAL LINES'" Iliu/l~: be shown on all 81 tp. plalls~
no tlOT ENCROAGII INTO ANY EASEMENT WITH A STRUCTURE
tlOUSE CONSTRUCTION
.'a....: ,.. N'
PROPOSED ADDITIO,.
'c..~c: ... ..'
~K.DIL[ 1I0ME S[ TuP I
.,.....: ,-. .,,' .
~;;~~~~:i.f .~.,~ ;.!i.-,....~(.~~:~t-\~,<. ~,"l'
:II
.
a:
~ -1,"
o
..
.... liD 11.1
H.....
,,,'
.
..
&
.
l
.
..
..
--
,
...
roO
roO
I
I'/L.J_
10'
1I0AD MaMr
110.
1I0ao MaM(
,
s i l (' \' \ :\1\ : r I'
,
! I
1 I
I I
I I I
, I ;
\ \ 1 I
, I \ I
i i
I
I \
'\
I
I
, I
, 'I
, ,I
I
I
,I.
'.
I
I '.
I
I I
~
~r
~ \
(
?
. ,
, 1
I ,
j I
I ,
: I
I 1
! I
I
,
I
i
I '
,i :
I .
i ,
I I
, i
I ' '"
I '
I
I
I ,
" I
: I
I I ; !
\ I, :
I.CANUF ACruRERS ffiCPR1ET MY SUPPIJES
TAll! I: 004TU.(J); ~ R<<X ~,WS
'H LQ.lC$
~ l: 'fIHl1. ~ ~TS. NO OTIfR (ffH f,U.cms
4"1 0.019" ilO_O.H. 1"_OX t _O,H,___J _Ole
\00 ~ 1. L 1/J'- is' 16'- I" 18'-~" 18'. \1"
110 ~ ... L 16"- 5" 16'- IS" 16"- 1\" If. S-
120 l.flH ... L 15'- 2" 15'- 4" 15"- ~ 1S"- 4"
."1 0.02."
100 ~ J, L
1\0 Wfti't L.
120 ISH 't. L
4"1 0.032"
100 I.fli 1. L
110 ~ _, L
120 ~Fti 'M. L
20'- l'
18' - 4'
IT- is'
(,(1 - r
18' - s"
Ir- ,"
21' - 4'
19' - 5'
18' - is'
21'- 5'
19'- s"
18'- I"
UM\Uf'ACllJRtRS PRCf'RIETAAY StJPPUES
T..a! 2: 'Ll.X.. ~ EV~ SPm5 feR ~T), ~ t \f(!1. ~
,'#) on-o CK!C ~~ '" S(O) R<<rS ~ H .'tiO'f
TAaE I: Cl)j 11<<0; ~ RiXf ~ ~
~ LCJDS
.$C1(([N t: 'rfji\, ~ ~rs. 00 or<<R em ~
6"1 0.01~" .'lO.O.R I'.O.H. 'f .O.H.____S _O.H..
loolrflfJ.L ~- g" ZO'-10' 21'- l' 21'- f
110 :.flIi ... L 18' - 11" I!t - o' 19' - 4' Ir - 10"
lZO!.PH 'It.. L If- s" If. ~ \8'- 'if 18'- s"
S"I 0,024"
100 1S'Hrt. L
1\0 :.f'M 'it L
lZO ~PIi "- L
S"I 0.032"_
100 Wrt W. L
11 0 :.f'H1f. L
120 lE'H 'il L
z(j. s"
18' - 9"
IT- S'
21'. 0"
19' - t"
18'- 0"
21'- ~
19' - 10"
\8' - ~.
rt- t"
(,(1- .'
" \9'':' if
CQ.O + If,( LO:-D .l: ~/<;JK)'/I Lo.lO (U:UJ((S 2 1/7 CQ.O LO,lll)
!ti. ~'-D-"lG Tl'PES
."1 0.019"_
Z2I /"1 14'- 10" 15'- rt' 15'- ." 16' - if
J21f<J It- j It- s" It- 11' IS- ~
mf;t g'- t' 'i_ s" 10"- if 11'- o'
."1 0.024"
Z21r; \6'- .,.. 16'- 9" If- I" If- 8"
321r; 13"- g" 13"- 1\" t.'. .' 15' - is'
5711"1 10'- ." 10'- s' lI'- " 1\'. 1\'
.'1 Q.03t" _
LlII01 11- .,. IT- , 18'- if ~ 18'- .,.
J2' /"1 I.'. r 1.'- g" 15'- I" 15'- 'i'
571/"1 H)' - 1\" lI'- ," 11'- .,. It- s"
.2S
249
~7
JJl
S7&
40S
6-44
~
36.
612
m
500
900
6e7
11M
W
1588
1m
21'- ~
19'- 'i'
\8' - .'
rt- .,.
2ft- r
19'- I"
21'- g'
\9'- ,,'
18'. S'
22'- 8"
ZO' . 8"
19' - t"
2t- I"
ZO' . 2'
18' - g"
2t- II"
21'- 0"
19'- 5"
3[.'.lj Slz[ :lO 1'[; r ~ ~ I~ i." CN w tH; If.l l;() 1li ~"12 to ax
2"1 j~tO-05O" III ~ roau; ~M . 14'/2 + t. r
:1OrH 100 I.f'H ;( L '10 ~ 'M. L m ~ '1 L
5' 9' - j" ~ - ~" t - rt'
6' 8'- ~" T. 3" f- .'
f f- lrt ,- I' 6"- g"
a' ,- ." s' - a" 5" - ."
g' W.':Etf 5"- 10' 6'- j" ~'- \I'
10' 5'- S" ~'. II' 5'- a-
Il' o. )" 5"- a- 5'. s"
It ~'- I)" 5'- ~. S'- 2'
2"it .~. <1050'( Tlr t(.a,\,l., .,
5' 11'- J"
0' 10"- J"
f '1- 5"
~ ~-II"
g' !- s'
10' 8'- if
11' f- .,.
11 t- )" -
2"1 4'10.0""1 Q.12Q" 1.\18,
s' 1.'-10" -
0' IJ'- s'
r It - s"
~ 11'- a-
g' 11'- 0"
10" 10'- 5'
II' 10"- o'
It g"- s'
II S"I o.OSO"1 O.l2lJ s.~a
S' I r - s" ,
s' IS'. rt
r 1.'-10"
8' I$-Irt
g' lS- if
1'1 It- I"
It' 11'-10"
It 11'- J"
lX Sax OCr5U-l Q.12lJ 5.W.B.
s' '8'- g'
s' 18'- g"
1 11- ."
8' 16"- J"
g' 15'- .'
10' 14' - 5"
11' 13"-10"
It lr- )"
2"x rx a ct:fJ"x 0.120" S.lot.B,
f 19'. "
/J' IT -1rt'
g' 16'-10"
10' IS'-\1"
\1' It- 2"
It I.'. s"
1$ 14'- rt'
I.' 1$- 5'
tl ~'l Q,07tr'1 0.22'" $..\1,8-
f 25'-10"
8' 24'-2'"
'I rt- g'
10' 21'-7"---
II' ~..,.
It ,g' - a-
IS 18'-11"
14' 18'. r
t"x 9"x o.oro'x 0.2'2." $..lot.a _
, 28'-rt'
8' 26'-2'"
t 24'-a"
10' 2$.5'
\1' rt- "
,t 21'. ."
'3" 'XI - 5"
14' ,g'-IO"
2t - s"
'i:O" - a-
t ~t. J'
2J'. "
21'. 5"
20' . 0-
WD . U','( LO,IO ,k ~/SlO'" LO-AD (u:u<<:s 2 If1 (QI) lO,a,O)
,Ill. OOf.ttlG fTf'{S
S"I 0.019'_
m/"1
3211"$
571/"1
S'I 0.02.'
mt;t IT - 11"
ml"$ 14' - 10"
571/"1 1\'- I'
S"I o.OJZ' ___
m/"1 18'- a"
32//"1 IS' - 5"
5111"1 1\'- .,.
zag
m
243
175
331
m
lJI
19J
47J
27&
,~
2.36
480
~
411
291
no
510
517
4J7
750
~
Mj
.7&
129.3
1024
1109
878
T.JaE 5; m.A TED roo ~
WAXY..V ~ MilA ~ ~ r~ ~T MT ./ is(U;fl) fOO~
fat 00.0. USTED IH) ',(tOOT"!' I..f'tFT lO,il)S
roo TN; Ti'f'E t 9Z[ 1 00 ~ 110 \P.i 12'> liFH
FiUl(O rom l'(
t'~"X I'-Q"X 1'-0" zg 25 21
t'-t"X t'-4"X "-4" 86 72 5f
,'-s'"X 1'-0 t -is' 16.J 1.36 116
,'-a"X 1'-0 t -is' 187 156 134
1'-8"XI'-Ot-6" 275 m I~
t -o"X t -Q"X t -is' ~ 285 257
,'-s"X t -6"X t -s" 406.J ~ lJI
P!l( -CAS T va '/ 001 $AQ( -a<:E TE l 8ACI<fU O\(R ~
1'-4"X 1'-4"X t-4" 117 97 56
If- "
14'. t'
10'- .,.
It- J"
14'. .."
10' - 10"
18' - rt'
IS'- rt'
11'- r
18' - g"
15'- f
11' - 'i'
,f- "'--'8'- -2;-----
1.'-~" IS'- S'
\1'-." It- r
18'- ."
1~'- .'
II' - la"
It".. l'
I~'. 11"
It-. r
-i8':-~----
1&'- o'
It- r
It- .,.
16"- .,.
Ir- 0"
10'- J"
9'- 5'
8'- a-
~- 2'
T- ,
f- 3"
6"-11"
5'- ~
'}'- 9"
8'-11"
!- J"
T- g"
T. J"
(-- 11'
0- r
6'- r
TNU .: '.4AX. ~ AA{A r~ ,'tWH.V ~T POST
r~ m~ ROCf m.A 1f.t 'TFBJlARY m.A 00 ?r,)Sf
EmdPU:: S/2 · r 1 '/2 · If, .. 1 OJi. .. rx ~ . M(.' ~ 56 <;
POST rm: 'L'.X. }UC'f. ROCf .Iit., r~ 'ilmfS T'Tf{ POST If "$
((~.J.iYCS JJ() 1IH) _ ',{LOCI TV .J.CAGS_
POS T He T PQS T lUX I \Vlj( 04 100 I.J'H llO lif'H I ZO II'H.
3"I_J" ~C<<)" Jl(U f~..
It - rt 5.200 2<<) W
IS" - rt J.M 1!2 24J
2'1...2"X_O,09J" J"...t'"lj'IJXHt ..!X1ll\J9Q(e
t- l' 5,960 S43 464
It- 0" .,C~ m 210
3"1..2"t_o.070' ~.
r- t" 7,100
,t - 0" 4,970
)".::.t..\~- .SOUCf'EOa
lI';';jOE S,M ~2
It. -rj' 6.120 J06
)"I_J"I_O,OO- _ tta:.
11'- 10" 12.960
15"- rf 9.100
J"I_J'I 0,12)" _1\((.
13"- r 13.500
It. - rt' 8,CCO
4",_4'10.125' _n.a:.
\5' - l' 23.280
l!1- 0" 18,4~
. mo'f ~ T-6
.. mo'f 31~ 1116
1$- 0"
It- ."
11'. 5'
1<1 - 8"
10" - l'
9'- S"
9'. I"
8'- a"
ft -10"
,1'- ~
~-!is'
~- "
1- 6"
9'- 0"
t- .,.
~- J"
16'- 0"
14'- .,.
13' - 6'
It- r
11'-11"
11'- 9"
10" - 9"
10'- .'
\5"-2"
tS-l0'
It--,o-
tt-rt'
It- r
~- ~
WI- j
<f- g"
IT-l0' 11- 6"
It- I" ;$'- 6'
15' -!It ~5' - rt'
1"-1rt' 1.'- I"
1.'- 0" IS- r
1$- J" 12'- s'
It- ~ 12'- 0"
It- " 11'- 6"
IT- ). 16'- ~"
16'- r 15'- 5'
15'- ." 14'- S.
I.'. S' 1.J". g'
1$-\0~ \!- 2"
13"- J" It- .,.
It- ~" l1'-le"
It- 3" 11'- 4"
2S- r 22"-~--
zt- O' 20'-11"
~- g' rt- a"
19'- a" 18'- ~
18'- '}" "-Irt'
18'- J" IT- '",
IT- j" 16"- 0"
16'. ~" ~'- )"
2~'- .,. 2( - l'
23"-il" rt- ~
2t - 6" 21'- .'
21'. .' 2lt - j
"N- t' 11- ."
1'1- 6" IS- 6" 9 (1
18'- 9" It- $'
I~- l' I$"- g"
fJ~ETS n1E REQUIREMENTS
1? 1
CAl{ ~ eM<
~a 111~g~o
"'.... ~j~-
~~ ",~~t!J
~ ~ ~~~~e
g~ .!~J1i>-
~ l!1 i~;1~g
=i ~i~:~~
JJ~ ~:illQ~~
~~ g"'~~!l3
~ ~i~g~"'
~~~ iP~'i~~
~I~ li~li
~t;~ ~~~~'j~
(/)
CI:
UI
>
o
o
9
o
0)
S<{IT ,
3~
IS 3
HOST S11<UC11JP( ~ f"IooCA .1 SU8-FACl.~ ~C1XJ4 Fi!~rs F~ VARJClJS
LOAl) C1::n~~
LCJD roo 004S
~~lQ \{tOO TY LOADS c.v.o .. U'.( LO)J)S
CUSS ~
HOST STRlJCM! 100 '.IPH 110 ~ 120 \J?H ntf.1 321/<:J 5711S;
1. CCtlO'!TE 1/4"xl-l/a- CQrnrE sa;{'1S "2. 0'C.------>2 0 l' O~C.
2. 'If:.;(() F1W.I( 1/4'x2' lAG $CR('IS . 6. 0.c.------------>2 01 O,c.
$CFUN, 'tiNit, ANO ~rs
HOST STRlJCl1,[( 100 WPH 110 ~ 120 If'H mf1 3211<:5 57/#
1. CCN(;j;1iE 1/4'xl-t/a- C(UI::~tT! so::rlS ) 12' O,C.------>2 ., l' ~,C.
2, 'il1X() f'1lJ.I:IE 1/4'il' Lt.C $CR('IS ~ 12" O.c.----------->2 ~ 1 O,C.
NO T'E 5: 'ioO:O S rRIJC lU<E S W.A.D C(H'{ C T TO TR\JSS 2lJ TiS ~ THE 9)8 f" ACtA
fR)JdlC 'iI-U! POS$8! eN. Y 1 ~ ~ SO\BYS c.V4 8€ OJ TSiC€ 11-1(
n;uss BUTTSjSlJ3 f"AOA A/'lO THO~ AF.L~ Sl1AU. KA~~ OOJfU J..IlQ~
ALl ~n iNTO i1( HOST Sffi'J..;ruRf SWU HA"€ ~N 1-l/4'K,~
~ ~AU. t.(lfASl1ER HE.'C(D sa'\!\'iS.
12':'rX.'3"> X Jl05...H14 RISER PANEL
,1 r l~' t
~[7
1
12~ x 3" x 3005-H28 RISER PANEL
1 r m' t
[7
!
12" x 3" x 3105-H14 RISER PANEL
1 r ~~. *
[7 ~
! 11' 1
PPKFERHS
0024'
11'
?
I
1
0.032'
i'llCfEK nES
11'
1
1
Q.OJt'
f'llQ'tR1l(S
0. C.fO"
.4 . a.~ ft.2W1. O~ pH
I . +C.4J8/-11271 n,.
.4 . 0.600 ~ f1 . 11~ pH
I . +0.6101.'142J ft..
.4 . 1160 ...2
'fT . 0. 717 p.i!. .
I . to.5n/-a.+& ...
A . 117'& iA.1
W1 . 0,717 p.1L .
t . ~781/-o.7\1 ...
T.aa! I MAX. R(Xf P.IJ4 SP,I.XS f~ ~rs. ~ .1 ~it ~
,l,l~ )Mmy STOOI.JlOS ALlOY 3105 H-14 .1 H-2~
pm:m f~ p,1j4 SP,1j4 U~ · "tI12 .. OR' :ll: Wh1!~ .
lO~ It:( a.~____~ O.H._~!:.~~.~ O,H.__S O,H._
100 ~ .. L!J,lD 14'-}. Jf';.'A' ~.. 14'- 9" 1~'-~'
110 !~ f. LQ.IO It- 11' 13'- 'II! 13"- 6" \4'- 2.
120 \iAi 'I. LO.AO It'- 11' It- l' It- 5. 13'- l'
10":< 12":< 0.032" __ ____
'00 IS'li ... LColO \6'- 6. 15'- 3. lr- (f 11- 5"
110 l.lf'H t. LC,l4) 15'- o. 15'- 2' 15'- 5' 16'- l'
12O!Jf'H'l LQ.lD 13'- 10. 13'- 11' 15'- 4' 15'- o'
N()Tt: SnT~G ~ rrE ?~ 'l!BelllC IS ~CCt/Id(NC(O. f SnTO<JNC is NOT
PRO'l'OO) 'f I I lOx' /2" S(;RftfS \J t a. C. n;(.~ R(DI,J(:( lli( ABC\.{
~N($ BY 20.~ EXAJ.lPI.L 10"X In 0.026' "il NO O,H. SPfoJ; 11'- J'x
(100J - m) = lL25'x 0.80 = 9.0' :: 9'- 0',
I.IANUFACruRERS PROPRIETARY SUPPUES
l."olE 1 UAX. R<Xf SYS'ill:! SP AHS f~ RO'l',!.l ,I.l1J!.IlNU\'! SlJ?iR ? JJtS U'StD CN
so;ID;\ll'rt ROCl4S Cc C,~TS(~H OOWNGS)
PRroXT PATENT 14,918.898S
,I.lUYiNl.'1UW AilOY ':105 H-ZS loIlNj~W Y\UO ~.O<)) P9
PAN SlZE f~ PJ..l4 SPIo.~ U~ .. ""/2 + O.H: ~ DlU'!IINCS '
'MNO LOADS CH cnN OOllDlNCS SUQi AS scm:N/Wflt ROC~S &: CAR?CRiS
15";( 12":< 0.022----1/0 OH.__" Q,H,_J 0,1-4,___3' O.H _
100 !tIf'H f. LQ.AO 16'-~' 16'- 6: 16'- 10' 11-.'
110 Ii'H 'I. L~ 14'- 10. 14'- II' 15'-}' 15'- !o'
120 l.lP1i \{ LQ.AO 13"- 11' 14'- l' 14'- s' 15'- o'
2,5";( 12"X Q.0Z8_ _____ ________________
100 \5'H ... LCAD 18'- I" \9'- O' 19'- 4' \9'- 9.
110 Yf'H 1. LQ.AO 11 - l' 11- 2. IT - 6' 18'- O.
120 WPH It L~ 16'- l' 16'- r 16'- r 11- l'
2,5"X 12"X 0.030
100 ~ .. l~ 19'- lcf---,r- 11'
110 MPHtI, LIJ.lD 11- 11' 18'- (f
120 UPH 'f. LIJ.lD 16' - 10. IT - (f
2,5"X 12":< 0.0.:.6_________
100 IlPHf, LCoAD 21' - r 21' - ~
110 loIPH 'II. LQ)D 19' - 5' 19' - a-
120 'Jf'H W. LO.lD 18'- 5' 18'- 6'
;:<1- t
18'- r
11- r
-20' --r------
18'- 9"
IT- 10.
21'- 11'
19'- II'
18' - 10"
-------
rt- 4'
;:<1- 4'
19'- r
48" x 3" x 3105-H14 COMPOSITE PANEL
I ~ f
~
hllll'I','I'I'I'III'I','I'I),'!',',',',','I',','l'I'I','II,'I'J (
r-
:..,
0,024': itfl.. 0.7<< 'n.4/ It p)..l(t ca"~CnQl C(TM. ~(U)lT.l4.
0.0.32' : ~fl " ll.871 'n..IIl. TO 'J'AA
1.5 , EPS ro::f ~IY
48" x 4" x 3105-H14 COMPOSITE PANEL
f ~ i
~
,..--1j1jTjII'III'IIIIIII'lllllllllllfi~'lrl'I'IIII"I'IIIII'1'I'I'J (
'..
0.024' : Ie/f . 1.~2 'n../ It poo Cl:U(CXN CUll\. ~T,l(,
0.0J2" : icll . 1,100 'n../ it, TO '1'!<H
1.5 , EFS W't CUGlIY
UANUFACllJRERS' PRC1'RIETAAY S!JP?UES
T~ 1: ~'\I RIX( ~ANS fCR ElJiE P#l1. ~rs oc. ~
S1'?I..(l\;1W,. P.l.'lUs, tIC.
AlI..'l&~'\,j W4Pr0iE PANELS ST,~.lFn ?,4JG YlIJ.LI,,~'\I sa:.~i11iNG
3105-HH~-25 .&tiOY 1,0 I E?S ClJit COlSlY
'.;!NO L CADS
sa::tEN .1 ';\.~'rt ROC\I$, ~rs. 10..., OTI-tR Il't'f !.UJ:flGS
}'x 0.019'_-.JKl_O.H. I'_o.a t _o.H._~r _O.H._
100 ~!I, L 14'- r 14'- a- I~'- " I~'- 9.
110 Uf'H II, L IS-.' 1!- S' IS- \1' 14'- i
120 ~ 'fl. L It- 4' 12'- 5. It- \1' IS- a-
}'x o.O~4'
100 \,jf'!ilf. L IT- 9'
"0 !.lP1'i1f. L 16'- r
!2O IlP\i 'II. L 1;'- O.
}.x 0,032"____
100 W'H 'N. L 20'- r
1/0 Yf'H 'II. L 18' - 10'
120 'Jf1i ,/#, L lr-;'
COD ~ U',( LO,I() J: ~/~OW LOAD (tnIJXS 2 IN C(Al) LeAD)
ALl OOI1.Ol:~ T"TffS
J.x 0,019'___
221/~ It- O'
32//<;; 10' - o.
571/<;; T- 5"
J'x 0.024'_______
221/<;; 14'- a- 14'- 10"
321/<;; " - t lt - 4'
571/<;; - l' . 9'- .'
rx 0-032.________
21//:1 11- o'
321/:1 \4'- t
5711<;; 10'- 9'
17- 11'
16" - 4.
15'- 2"
;:<1 - ).
18' - 11.
IT- 5"
It- 2"
10'- If
T- 9"
11- t
14'- l'
10'- 10.
Ia'- r
16' - 9.
l~'- r
21' - 0"
11- 4'
11- 10.
1t- a-
10' - 9'
8'- 6'
15'- }.
,t- 10'
r - 11'
IT- o'
14' - a-
ll'- S'
18'. ).
IT- 4'
16'- 2'
21'- 6;--------
19'- 10'
ll!- 5'
1,)'- 5'
11' - 8.
t- r
\5'- 10.
IS- r
10'- 11'
13'- t'
15'- 5'
It - 4'
94-00004
POST:
~tJ:x t;MJl{J; w 0.12 Ug
'1t{.-;~,.,. 11
f' I :/ I 0.09f' W I.OS I.li
SOUcnD 11
f' I J' I o.'~' W t<< 1.17
$C.tUll'(D . 11
4' I .' I 0.12). e(6J 1.94 1.58
SCAU.cnD II
MEETS THE RF.QU!REMENTS
OF CHAPTER 1205 sec 1991 EO
I\-q"q:
CA1{ i€'~ Q-x
~~ :tg~o
R~ ~~~~~
:I ...~~~
j~ &~~~~
~~ !::lI.~'"
C5~ i~~~~
~i;c ':'_~>::j..i
~ ai:l....~
;; "'aSi~~
~~ 3..;,,1a~,..
~~ ~\1~~.s~
if I j ~~~ i~~.
<.> ~ ~,jO~ ~
~ '" 1~e l;;
I~~ r:~a~~
~~~ ~i~~~~
(f)
a:
UJ
>
o
o
o
:J
o
(f)
~
@;
~!
JL
~~ ~
~...~
J~~~~
;-~~
~ig~
~~"'i
o=~......
SEAL
mrl
Sec'
~ 3
NOTE: CONTRACTOR SHALL PRO'vlDE \t:R:nCA nON mAT mE HOST STRUC11JRE IS STRUCTURALLY
CO~PARA8lE TO mE STRUC11JRE SHC'IfN, (M08ILE HOME OR CON\UHlONAL CONSTRUCnON)
PAN OR COMPOSITE PA.~ElS. US( CORRO$lCN <
RES1sn'1 SCRE'<I'5. P~~~ AN~(!)'...,1}i; ,10:',,'.'
.~. f/t- I) JI PA.'fI:'jTgREd1Y1N';91,~'iN(l A.1j()
1 110 ~ 1/2" (j RIOCE tAP CONNECTION TO
REC(lWI(; CHASNEL CQ.lPOSl rt: P,A,,~ElS IJS(
I/f x (lfl/2') LAG $CRE'<1'5 '1Il\H 1/4' WA$l4ERS
'. 'l(iROOGH RECEI'vING ~AM,fl FRCl.J TOP.
CAVU< ALL CONNEcnONs.
HOST
STRucruRE
OR ,ADA
/
[]
-------
EXTRVOED OR SREAKI,IETAL
HEADER 0032" WL
,AS TENER DETERMINED
8AS!:D ON CONSTRucnON
Of HaS T S TRUC TURE
CONNECTlON TO HOST STRUCTlJRE
'~~----
r- .~
5'
~r>
4;
,00"
w
~
~
u
~
::=
'"
....
'"
o
:r:
C>
z
<=
'"
x
w
1'0 x ("l"+l 1/2") \11~
, 1/4' '//ASHER i) 4' OC l.IiN,
SHADING TY?E II DENOTES
iNTERIOR POST IdAX. ROCf AREA
stE TABLE 4
3 ,'Ox' 1/2' SMS PER PAN PM:EL
'MTH 3/4' 'NASHER OR
3 110x1 1/2' 'NASHER HEADtD SCRfHS
UPLIFT S TRAP?iNG EACH S ruo
0,0425'xl 1/4' 1.I06ILE HCME STRAPPING
NAILED 'M n-i led COMMON 3 PER SIDE
OR ,80 CUN NAILS 3 PER SIDE
STRAP SHALL BE 5' EACH SIDE AND
CON nNUOlJS Ol,tR THE S ruo
DYNABetT
NOTE: 'I1HERE 1/2" COX PI.'r"MJOO IS USED rRA!.IiNG SHALL BE l) 24' OC.MIN
w/ NAil PATTERN. Pl.Y'/IOC() TO Sl'JOS 180 COMMON 5' 0 C. i) EDGE
ANO 12" o.c, nELO, 'M1ERE 3/15' STR'JCNRAL fHERMAL PL l' SiDiNG
IS IJSED rRAMi~G SHALL BE 15' D.C. '/ill 1/2" ROOFING NAILS i)
3' ON EDCE A.~O 12' OC. FiELD
UPLiFT STRAPPiNG DETAIL
POST TO BASE AND
POST TO BEAM DE TAIL
r-
). REW\A~G CHA,',NEL
ANCHORS ~TH 3 EACH
i8 SMS ?ER roar
"
TOP ~ GR~OE
l',J" fWTEI) POST
II?APPED wi FELT PAPER
3/3"xll/2" sett
80 LB, 2500 PSl
CONCRETE PREI,l:X
n~a,(st\;
ALUMiNUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNEcnON
1 ~/ POJRED CONCRETE
D~/
1,W RUER TO TABlE 5
ISOlA TED FOOTiNG
NOTE: M: HOST SlRUC11JR! II'JST 8E CAPABlE ~ SlJP?a<TNG 11<E AWY:~Y STRVC11JR! TO 8(ATTACl<EO TO 1'\iE HOST STRVC11JR!, c(~ERAlL1' 11<E
CONQInoo Ci 1'\iE E~STNC STROCruR! 'I\IU INDICATE 1'\iE Sffi\JcruRES CAPABlUTY, 1'\iE fCUC'MNC CONQlnOOSj\<CST STRVcruRfS ARt CAPABlE
Ci SlJPl'a<nNC M: AlUl.IlN\lY STRVCruR! TO 8( HTACl'E!);
I, YA~R1' WAllS. tx 4' FRAIIE CQN';T?\JCnOONALLs. PRE ENClNHRED 'ilXO TRVSSES 'III A tx 5' SlJ8 fAOA A,"O A ffi\JS$ OvtRHiI.'iC ~ UP
TO 4'. AliD/a< ATHO'l.I(NT ~. rnt: ALVVI.'NiJ STR'JcruRE :'HRO\JCH 1'\i( I' f ~ClA TO 1\<( TRVSS 8\JTTS'II1 A YAX.'WY Ci 4' TR\.ISS C'<\:R\i,l.~C.
2, YOOlE HMS ~ANLnC11JRED A[TtR 1ge~ A.~O WLT TO 1'\i( 1984 H\!O STI.NOARCS ',\tlERE M: ,l.~Cl'CRS~( "'TO 1'\iE TRUSS 8\JTTS.
3, CWQlnONS NOT ClMRED A80',{ ~AlL BE RE',TE'IoE:D 81' 11<( E~CL"EER TO Dl:TERl.IINE 1\<E HOST STRVC11JRE ADE:OCACY.
4. ALL TRVSS S'f'SlDIS SHALl. KA',{ A iJAX!M\:Y SPAQ:NO ~ 24' Oc.
o
5. iJOOllE HCl<ES NOT COIfCR\jiNC TO M: STA.~OAR\)S ~c,t SHALL HA'ot A OW' SlJPPCRTING fil.VE AOJAlXNT TO M: YOOlE HC\,I( iN L(V Ci
CONNECTING TO T\<E YOOlE.
24'
.L
3 1/2'
IJ . . :5" . . L
A.~CHOR 'MTH HEADER QI,A,,'iNEl
'2"x___"
CENTER PURUN
8€A!.l stLECT 'l'
rRW TABlE 2
1,110 SPAN BOIJ
stLECT L FRCY
TABLE 2
.... '/IOC!J rRAME SHED 'M:H 2",4'
PRESSURE TREATED PINE PLATE
A. 'iCHOR TO CONCRt TE 'M fn
1/4' CONCRETE' ASTENERS
@ 4'-0' O.C,
w
~
~ 1.00 51' A~ BUM
~ SELECT L rROY
'" TABLE 2
....
'"
o
:J:
C>
z:
<=
~ SELECT BEAll
w FRC" r ABLE 2
'"
w
~
-
SHADiNG TY?E , DENOTES
EXTERIOR POST ROCf AREA
SEE TABLE 4
rRONT 'I/AlL BEAIJ SELECT
L rRCY TABLE 2
tLN
W/2 J
'N Ll
~N/2 + O~,
L
,
'N
DOUBLE CARPORT 'MTH CENTER POST
2" x_MID SPA,"
/. BUIJ -SEE S:!.lptE srA.~
, TABLE 2
, DET All
REWWj(; QlA.,.NEl
"
w
~
~ TABLE 1
~ ROO, PANELS
~ CARR:ER BUY /
i3 )'x3" POST ,,/
:J:
w
~
~ Roor PANELS
~ SEt TABLE 1
'"
~ SPACE MAX,
:J:
SPACE !.lAX, _____
2500 PSI CONCRETE '/1/
6,6 'MIDED 'I<1RE I.AESH
O"tR VAPCR SARR\ER
}+
3 '/2" CONCRE1I SLAB
j
SECTION THROUGH CARPORT
VARIES
j
VARIES
SECTION T11ROUGH CARPORT
SEE CONNEcnON DETAil
12'x PA,'l (SEE CHARTS) USE "Ii" TO
/ SELECT P~'l rOR REQI].RED SPAN
SHED IS ,RA!JED 'HALL
ATTACHED TO HOST <J
STRUCTURE 3 'il
2',2",0044' Al~l.l. OR :r: i'~
2"x4' @ 24' O.C, L~MBER ~ ;,~
STRUCTURAL GRAD!: :::li ' ~
fHERMAl PI. l' 'M TH SIDiNG ~ \I>
1/2' L-BCm ,OR 2'x4' ~ ~\.~
/ P T PlA TE O,R SONCRE TE W ~
ANC110RS 4 -0 OC,
UPlIFT SIRA,PPiNG DETAil
r~.~ LW,~R r~ M1i:........
'Ill ffi ROct A80I,t' ,
NQT~ "._..
J~.]~~V01~.~~~~~t\~~~~f~:1
., l..ANOj~ PANS TQ ROOf Bf.A.VS..W/
..: '5 Milj2" wi WASHER:' .
3. A.'lCHCR PLATE TO CONCRErt: FlOOR/i/
J/S' ~ 3 1/2' D'rNA BetTS i) 30" (It.
.. SlUOS TO BE ~ 1&" O,C. t EDGES
&' ON flEW 1 1/4" CAL ROOFiNG NAilS
w
i3 rOR rRONT 8€Al.l
:J: Ust 'L'='II/2+0H,
:::J
~
:::li
C>
Z
E:; ''11,' VAR:ES
C5 6,5-10/10 '/l'1N
"
2"x4" PT? f'V.1~
'/il 3/S"x4l/2"'
CONC. ANCHORS
UPllFT STRAPPiNG DETAil
UTILITY SHED AND CARPORT WALL SECTION
3 1/2" !.li~, CONCRETE (stE DUAlLS)
SECTION THROUGH UTlUTY ROOM
Mi~, 2500 PSl CONC. 'M1H 6 x 6 'IffiDED 'MRE
DOOR
AlTER~A TE:
'/IOC() rRAME SHED \11m 2'x4'
PRESSl,JRE TRC:A TED PINE
Pl.A TE A."C11OR TO CONCRETE
\'.I1H '/4' CONCRETE
,ASTp.ERS 4'-0' 0,0,
rRONT WALL B!:AM stLECT
l rROII TABLE 2
SHADiNG fYPE I
S!:E TABlE 4
2" x ___ 1.110 SP A,'l
/ BEAM SEE SiMPLE SPA.~
TABLE 2
DO NOT BLOO<
nRE E XI! 'M NOC/I
/' O',{RHA.'lG VARIES
8'xl2' UllllTY 1./
SHED 2' x 4' I 2" x FRONT 'I/ALL BEA.'./
w 2'-0' 0 O. SElECT L rROY TABLE 2
~ DOOR
u
~
'"
....
'"
o
:J:
C>
z:
<=
'"
x
w
SPACE \lAX,
TABL~ -----
"If
V AR:[ S
L VARIES
(SEE TABLE)
SiNGLE CARPORT
NOTE: rlBER MESH CONCRE:E DCtS
NOT REQUIRE 'MRE MESH
FlA T SlOPE / NO ,00 n~G
o - 2'/12'
!.lOOERA TE SLiYt ,OOTiNG
2'/12' - " - 10'
STEE? SlOPE ,OOTiNG
> ,. - 10'
MEETS mE REOIJIFlEMEN
CFCf-'A?TER 1205 sac 19':11
S
EC\-
SLAB DETAILS ADDRESSiNG EROSION
y
(f
j" x ). x 0.00' POST
2500 PSI CO~CRETE 'MTH
5,5 M:LOEO 'MRE I,lESH
Ol,tR V APCR SARR:ER
3 1/2' CONCRETE SlAB
Use: 't' s w/2 + O.H,
.t-
3'xJ' flUTED POST !.lAX.
HGT,s1t ,OR 120 I.II'H
'MN:) "tLOCITY
94"'\)0004
CA rr R(V1SKNS I)iK
i!!:5
'" '"
~~
~~
~i5
i5 ,~
~~
wQ
;!:~
;!:>!i
]liS
~
~~
g:'if
'i9~
8~V"'
B~~
QO!5
\o/~f:
"''''V'
~6Z~
<.>5l'''''-<
i~j"'e
-< 91<.>
i51ll~'C~
~6~:O
j!;zaag
~Hi>-
So"" 2s
~~w~u
~t::~>~~
5'i;!:2~"-a::
u,~~ocx:
~i'3~~~~
~c..i~~:2~
~ti8<=5u
o z....,.., <
~~::>~~~
5~i5~b(~
0:: s-o::>
-<~~ '~5
~c~gr;?
~~!j~~:r
~!fi51t~i!!
'"
CC
UJ
:>
o
o
o
:J
o
'"
~
@,
.g~
J~
. .J
~
" g
.. ~ ~
~ ~ -<
IWB~
o<!:o
IV'I~~
~ ''""
'. ~"'~'f
~~ i5~
~ ~!
St1((T ,
2
~
3
FRON T '.I' ALL P\JRli~ -
(DC( B(,I.I,I ----
l' x t x 0044' OPE~ BACK ATTACl'tD
TO ffiONT POST 'M111 '10 . 2" $!.IS !,lAX,
6' FROM EACH PIJRU~ ...~O 24' OC,
FRONT A~O SIDE BOTTOM RAilS rLlfLt:::=:?
AT1ACHED 10 CONCRETE 'Mr~ l,jiN, ~r:-~ ..
1/4' , 2 1/4' \,lASONRY C\j10< SET ~.' .' .
\) 6' FRO.., EACH POST ,1."0 24' OC . , .
!.lAX. A.~O WALLS A I,j~N_ Cf I' .
FRO'" EDG[ Cf CONCRE TE
TYPICAL CORNER DETAIL
J - 1/4' x 4' LAG SOLTS -el
'M111 1 1/4' FE"OER '/lASHERS. ....
PER 4' PANEL ACROSS THE
FRONT ,1.,."0 24' ON GiNTER
AlONG l1-iE $l0ES ('/fAll< ON)~
2" x t. 2" x 3" ~
H(tLO'N SEE SPA~
T ABLE HEADER Z ,
CHAIR PM, "NO ~
KICK ?LA TE ------
2' x 2" x 0,044' ' ~
HCtLO'N RAIL -c:: ~ L :
POST AlTACl'ED TO BOnOM /" . . ' '... ,
'M111I,lI~, 2 #'0 x 11/2' , ,. . ," .
IN S{;REW BOSSES ' ".',.', < . '
" ".
1/4' ~ 2 '(4' I,lASON'lY ANCHOR .
AT 5' FROM EACH POST AND
24' O.C, I.lAXIU\:l.l
.~.-t
.....
~
:O~ ---- ~
--i---
TYPICAL UPRIGHT DETAIL
'MNOO'II FRAJ,jJ~G CAN AT1ACH /"
DIRECTt '( TO HEADER
CON'<t:NTIONAl. FRA!.IiNG OR
ALUI.mjUM CO'ltR S'r)TEM
SHEETING 80TH SIDES
GLASS 'MNOO'N INSTALLED
PER I.l ANUf AC TURERS
SPWflCA TIGNS
AlUMINUY SHEETiNG OR
'IIN'11.
~
~
SCtIO ROCf
18 x l/t $MS IS' D.C.
L'l ALUMINUM SHEE TiNG
~
TYPICAL SECTION GLASS ROOM
SIDE WALL HEADER A T1ACHED TO
I' x 2" I OC44' OR BETTER 'MiH
MiN. 2 110 x I' SMS
SIDE 'HALL P\JRUNS A mQl;ED TD
l' x 2' , 0.044' OPEN BACK
'MTH I,([N, 2 '10 , 1 '(2" SMS
iN S{;RE'I/ BOSSES
ALUMiNVl.l COvtR OR
J" STRUCTURAL iN9JLA TED
ALUMlNI,,)U
HEADER A TT AQl;ED TO POST
'MTH M;N, 2 '10 x 1 1/2"
IN SCREW BOSSES
2' x 2'. 2' x J' OR 3' x 2'
HCtLO'1I SEE SP A,~ TABLES
CHAiR RAIL ATTAOHD TO POSTS
'Ir1r~ fJl~. 2 110 x 1(2' SMS
is SCREW BOSSES
" x 2" ~ 0044' OPE~ BACK
BOTTOY RAIL
HOST
S TRUC TURf.
OR fAC1A
2' x ____ EX TRUSION
/ PER SPA.N TAstE
,..
3 - I' 1'0 Sl.4S INTO SORf" SlOTS
r,___ EXiRl)SIOH PER SPA.N TABLE
YI~. 3 1(2' CONe. SLAa '.1'/ 6,5
10(10 '/1,'/1. !.I, OR FI8ER IJESH
A.~CHOR 1'~2".OCH' PLATE
TO CONC. 'N/ 1{4'~2 1/2'
CONe. A"CHORS 'Ml1-iiS 5'
Cf EA, SlDE Of EA, PDST
I) 24' DC, I.lAX:Wl.l
POST TO BASE AND
POST TO BEAM DETAIL
2'~2'xl(3' ANctE EACH
SIDE A T1ACH 10 POS T
AND CONCRETE TO POST
A~O ptA 1! 'M1\1 2 110x
1/2" CCRROSION RESiSTI\E
WASHER H~ADED SCRE'^S
" I 2' EXTR'JSlON
/ 2500 PSl CONCRE TE
. ,.. '~L . ", . . I,jIN. '/1(6,6 W.'lIfJ,
.. o!J, .... . . OR Fi8ER IJESH CONC,
V APCR BARRIER
r , ___
SEE TABLE 2
ALTERN A TE CONC.
ANCXiR LOCA Tl0~1\
1 1/8' fJlS, IN
CONCRE TE
NOTE; NO FOOTING REQUIRED E~crPT
'M-iW ADDRESSI~G EROSIGN
ALTERNATE POST TO BEAM
AND PLATE TO CONCRETE DETAIL
NOTE: "/(" IS friE ROOf SPAN CLEAR OIST ANCE fROY
RECEIV1NG CHANNEL TO fACE Of BEAM,
/
~[]
PAS OR CQI,lPOSlTE PANtlS. ust CORROSlO'-l
RE$lSTi'<t: SCRfHS. PANS ANCHORED WITH #10
x 1/2' l) J/ PA.N mo RECEiViNG CHANNEL A~O
1 '10 , 1/2' I) RI~e( CAP CON"ECTi()N TO
RECEiViNG CHA.~NEL. COMPOSITE PANELS USE
1/4' ~ (\+1/2") LAG SCRE'iIS 'Ir1r~ 1/4' 'IiASKE~S
THROOGH RECEIV1NG C"rlA~NEl FROM TOP,
CAULl< All CONNECTIONS.
NOT!:; THE HCST STRUC11JRE WST BE CAP.\&E r::F SUPPCRTINC l'r<E AlUIJ:NUI/ SrRlJCT\;RE TO BE ATH~ED TO l'r<( HOST STlI\JCT\;RE. (tNERALlV !'HE
CCNOITIClol r::F 1'rlE EXISTINC STlI\JC11;RE 'MlL INDICAT!: THE S:RIJC11JRtS CAPA8lUTY, 1l1E FCUCI'IlNC CCNClnC!olS/HOST STRUC11JRES ARE CAPABlE
r::F SU'PORTINC Tl<E ALUIIINIJI/ STlI\JCT\;PE TO BE AT1A~ED:
1, IJASCl<RV ViALlS, 2"x 4' rWl( CCNSTRUCrool 'NALLS, PRE ENClNEERED .ilQ(() lilIJSSl:S 'III A t, 6' sua r AaA ,l,NO A TRliSS O,,{RH,l,NC r::F UP
10 4'. ,l,ND/CR ATiAl;HIIENT r::F Tl<E ALUI.!INUI/ STRUC11JRE Tl<ROOCH roE " rAaA TO THE TllVSS auns 'NI A ~AX;WI/ :;f 4' TRlJSS O~RHA.NC.
2, ~OOIlE H(\IES IJAMJrACT\;RED Afn;R 198. ,l,ND Bt!llT TO 1l1E 198. HUO STl"NCAROS i'KRE l'r<E A.NO<eRS ARE iNTO 1\;f; TlI\JSS Bt!T1$.
3. CON0\1\C!olS NOl CO~RED AOOI,{ SH"ll OC R{'~EI\{D 6v THE ENQNEtR TO Df.TtR\liN[ 1l1E HOST S;ROC11;RE AD(OOACV.
4. AlL TR\JSS SY';T(IlS SHALL HA~ A ~AXlI,jL'l.I SPAClNC r::F 24' a.c.
5, I/OOI\.E H(\IES NOT C~fCf'lA!NC TO l1-iE STA.'(),!,ROS ABC~ SHAil HA~ A 'XlJ SUPPCllTINC F 1.IlE AD,AC(NT TO 11-iE 1l000LE H(\IE iN UEU r::F
------
EXiRUDED OR 8REAJ(~ETAL
HEAD!:.R 0032' UIN,
f AS1ENER DE1ERMiNEO
BASED ON CGNSffiUCTION
Cf HOST STRlJCTUR(
CONfJECTION TO HOST STRUCTURE
NOTE: CONTRACTOR SHAll PR0V10E 'vtRlflCA nON THAT friE HOST STRUCTURE IS STRUCTVRAll Y
COf./PARASlE TO THE STRUCTURE SHO'Mi, (MOBilE HOME OR CONVPHIONAl CONSTRUCnON)
ALUYI~I\:M A T1AQ-!\,lEST \
1
VARIES
I. INSTAll RIOD fON.! n-lSlJlATION iNTO AlUl.lIN\:M RC(;f ?A.'-l
2, COvtR INSULATION 'Mr~ 0019' PROTECT~ PANEL 'IIITH O'ltRLAPPiNG SEAIlS
3. INSULATION PA.N[l Sl-IAlL BE CtOSED 'Il1TH AlUUiNUY E"O CAP TO seCURE iN9JUTION PlAC(IIEST AND
TO OIS{;OURACE THE ,~ESTiNG Of lIlLDUfE A.~O OR INstCTS
4. PROTECTOR PA."El 'Il1lL BE seCURED 8Y '8 x 5/8' C~ROSlCN RE$lSTivE '/lASHER HEADED SCRE~
5. 5CP{'/i PA TTERS Sl-IALl 8( 12' eN All PERIIJETERS A~,O 24' DC. fiELD ON EACH PANEL
5, ALUMINUIA END CAP 'MLL 8( ATTACHED 'MTH J '8 x 1/2" CiYROSlCS RE$lSTM WASHER HEADED SCR('~
7. SEAl AlL S{;R['II HEADS 'Ir1TH CAULKING
NOlES:
. .
J 1(2' CONCRETE SLAB 6 x 5
'II,/I.F. OR fiBER I,jESl-I CONCRETE
· . , =f "It '"
VlSOOENE V AFeR BARRIER UNDER SlABS
HA'I1NG SiRUCTURES ABOVE
3'
'~LL COMPACTED CtEAN flll O\~R SAC?iFIUO
NA TURAl ~L 90r. RHA TiVE O(~SlT't'
CONCRETE FILLED BlOCK STEY WALL (8,8.15 ClJU)
S' x 12' CONCRETE FOOTING 'MTH , ,5 CONmlUOOS
LOCA TE ON UNOIS l'JRSED NA ruRAL SOL
1 ,5 VER TICAL A T CORNERS A. ND 10' -0" 0 c,
~
RAISED PATIO FOOTING
l' "If
MAX, 8EAMI MAX.
SP A. N UPRICH T
TABLE LEW~rri
VARIES ~O I,(AX. (ELEV, SlAB OR ON GRADt)
T'i'PICAL GLASS RC<:\I 'Mr~ SCIJO ROOF. W?ICAL FRONT V:E'N ffiAYING
· (HEIGHT Of UPRIGHT IS \,lEASlJRED FROl.l TOP ~ l' x 2" PUTE TO BOTTOY ~ 'HALL BUIi)
AlUVi~UI.l PAN
~H'
NOTES: A'JCHOR l' x r ~11 8AO( (XT. ,
TAPCC~ Q2~;; h. LESCTH \lAX.
Oft'4 Oe. ANCHOR TO 'HALL
~J~U?1ttO ~.SJIgNG
ANCHOR 8EA\~ AN!) CCtUIOS KNEE
(lE,A,!A 'Ill n4 ANCHOR ctJ?5 A'J D
#10 SCREwS AND 'HASHERS.
MN, SLAB THICKNESS FOR SLAB
ON GRADE J 1/2' CONCRE TE,
O"ER',,~~G VARIES
2'-0' ,I,jAX, --f-
J 1(2' SlAB
O~ GRADE OR \
RAISED FOOTi~G
MiN. 2' x 2' .0044'
(TYPICAL)
SHEEl',~G BOl'~ SIDES
, '(2' x 2"
SlAB J 1 (t MiN. ___
(SEE DETAil)
'/1(2
'/I 2
r .x ~+'.o ~ A.~() C(.'tUI,j.NS \,lAX.
" ca.Oi..i.'1$ MAX: CctUI.4't Sf\ACi~~
stt;JA8tES
I' , 2" x 0.040'
TO stLECT FRONT 'NALL8U,Y
FRC!.I TA8LE USE LARC(R "L'
VALUE Cf '.1'(2 OR W(2+0,H,
"If VARIES
~
2' x 3, 8(A\I SEE fABLE 4
-r
. 'H'
I' x 2\
-~
TYP:CAL SCREEN AND GLASS RQlJMr
fESt
I.lAX, '!IlDr~ 53" VARIES
ROUGH OPENiNG
2' x 2' -.61
-rES 10-
/'" set/O CO\1::R
TYPICAL SCREEN AND GLASS ROOM
MiN, 2500 PSl CONe. 'Mrrl 5 , 5 v.fl.DED 'MRE
OR fiBER \,lESl-I T'i'PICAL ALL SLABS,
8,~1 :5 ~~~~T,
NOTE; FiSER I.lESH CONCRETE DOES
NOT R[Q4JIRf. 'MRE \,lESH
flA r SlOPE ( NO fooTNG
o - 2'(12'
!.lOOERA Tf: StOPE FOOTiNG
1'(11' - l' - 10'
SLAB DETAilS ADDRESSiNG EROSION
ST'iI? StCf>E FooT1NG
> l' - 10'
RiOlO i!'OSULA nON
12' PA....S OR CONTi~U('IJS CC'ltR
12'
1
TYPICAL PANEL
~ 18 x 5/8' CCf:ROSION
RESlSTI',E WASHER
H(ADED S{;REHS
94-0006<,\
" ",
. "\'.~l .:.'" ,,' '~~~<.
MeETS me REOOl~ ,
OF CHAPT~ '205 sec 1991 m
CA it: REVlSlC!olS eM
I ,4
';i
-~
~t:3
~~
~~
:0;:5
g,-
~~
~~
~~
~1i
~'g
ou
5:~i
~9~
5<3'"
d"'V'
~o1i
z'?i2
'-'O~
',:/ ~ 0=
~ I./lt.'"
~ I z~
01::2
'i5:--~o
30 1i!i "'-
~~<I'~~
_:i!:i!O
~~B3~
5~ii>-
eo"" 2s
~~,~~u
-:::~>~vi
5,-,::&_ ~
uz>-oi'S
V'wzz_....
;l"'-<II\II\O
-w~5~~
~tiot:5'->
~i~~;J~
~~~~~~
t: 8-o~
-<~ ,b<",
:2 9:511\0
~I=~~~
~i~~~~
r/)
cc
UJ
:>
o
o
o
::i
o
r/)
~
~i
~~
~~ ~
~ ~...:;
i~g. g
'""ct.
, ~~~s
~ ~i~~
...~
'"
2
~m,
~
~ 3