HomeMy WebLinkAbout95-5422
BUILDING PERMIT ...
CITY OF ZEPHYRHILLS Permit B!
(813) 788-6611
J~5422 ~
Date
1/-30--Y~-
0L~
~- ~.
Property Owner:-
Job Add...., L--~~ . ~ .,,&:I'!"'/
Parcell.D. #
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work ~.A t1#.k1 ~
Radon Gas:
~
-< < /'.
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
')
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#
Valuation or f-7
Contract Price ~ ~ /:.S.-; O-U
City License Registration # ;] g-;
State Certified License# .:J
~~dL ~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
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.
APPLICAnON FOR PERMIT
CITY OF ZEPHYlUIILLS
BUILDING DEPARTHENT
OWNER'S IWIB -~ ]:JV\. 0 ~ N 'l12."~
OWER'S ADDRESSJO'\-# 5~
JOB ADDRESS $, I e p f1 ~ to
LEGAL DESCRIP'rION: LOT(S) BLOCK
PHONE
"'v · Il.. J..... 1'""t'-
~ ~ +1--
SUBDIVISION
PARCEL I. D. ,....----.. (OBTAIN PROM PROPERTY TAX. NOTICE)
WORK PROPOSED: ~W Construction ----./lddition ---..A1teration ~epair _Install
PROPOSED USE:
2
_Single Faaily
-.JIove
->>eaolish
--.Jt/F
_' of Units
--.Jt/H
_ec-ercial
_Indust. _Swia. Pool _Other
~estaurant & Health Departaent Approval
DESCRIPTION OF WORK: .5 e 're€.-Y\ ~fY\ W4lLj
BUILDING SIZE: ~ 0 X 3, /6 D Square Feet, 7 6 f ~eight
RESIDERTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~~DG
$-1 ~ 75 dJJ--
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---llECBAIIICAL
$
Valuation of Mechanical Installation
.-PLUfIBDiG GAS ROOFING
SPECIALTY
TYPE OF mNSTRUCTION: ~1oclt _Fraae _Steel
Other
FDIISBBD FLOOR ELEVAnONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........................................
Signature
CONTRACTOR SECTION
~ COIIPMY ~nrrJ~ ltiOvl{V10M
. , State Cert. or Regist.' <!-~i~~'77
. City License Registration .
.............. ...........................
BIIYI.DER
RT.R.C"I'RTCIAN
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
SilmAture
PLUMBER
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
IlECHANICAL
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
nTRR.R
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
APPLICAnON APPROVED BY
PERMIT OFFICER.
. .
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
file undersigned understands that tbis perlit tay be subject to Ideed restrictions I which lilY be lOre restrictive tban City
regulations. !he undersigned assU1e8 responsibility for co.pliance witb any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If tbe owner has hired a contractor or contractors to undertake work, tbey lay be required to be licensed in accordance witb
state and local regulations. If tbe contractor is not licensed as required by law, botb tbe owner and contractor lilY be
cited for a lisdelleaDor violation under state law. If tbe owner or intended contractor are uncertain as to what licensing
requirl!lents lilY apply for tbe intended work, tbey are advised to contact tbe City of Zephyrhills Building Departlent, (813)
788-6611.
Furtbenore, if tbe owner has hired a contractor or contractors, he is advised to have tbe contractor(s) sign portions of tbe
IContractor Sections I of tbis application for which tbey will be responsible. If you, as tbe owner sign as tbe contractor,
you are indicating that you, ratber tban tbe contractor, are responsible for tbe work. If tbe contractor wishes you to sign
as contractor tbat lilY be an indication that he is not properly licensed and is not entitled to perlitting privileges in tbe
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, tbe applicant, have been provided witb a copy of IFlorida's Construction Lien Law - HOIeOIIJler's Protection
GuideR prepared by tbe Florida DepartJent of Agriculture and ConsUlll!I' Affairs. If tbe applicant is SOJIeOIle otber than tbe
lownerR, I certify that I have obtained a copy of the above described dOCUlBDt and prOlise in good faith to deliver it to the
Rownern prior to COllellCl!lBl1t.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all tbe inforaation in tbis application is accurate and tbat all work will be done in cOlpliance witb all
applicable laws regulating construction, loning, and land developent.
Application is hereby Iilde to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has CDlenced prior to issuance of a perli t and that all work will be perfoIJed to leet standards of all laws
regulating construction, City codes, loning regulations, and land developleRt regulations in tbe jurisdiction. I also
certify tbat I understand tbat tbe regulations of otber goveI1lll!Dtal agencies lilY apply to tbe intended work, and that it is
If responsibility to identify what actions I lUSt take to be in co.pliance. Such agencies include but are not luited to:
t DepartJent of EnviroDlelltal Regulation - Cypress Bayheads, Wetland lIeas and EnvirolllleDtally Sensitive Lands,
Water/lfastewater TreatJent
t Southwest Florida Water Managl!leDt District - Wells, Cypress Baybeads, Wetland lIeas, Altering Watercourses
II AIIY Corps of Engineers - Seawalls, Docks, Havigable Waterways
t Departlent of Health &: Rehabilitative Services, EnvirODleDtal Healtb Unit - Wells, Wastewater !reatJent, Septic ranks
t US EnvirODJeDtal Protection Agency - Asbestos abateJlellt
I also certify that, if fill Iilterial is to be used in Flood Zone RAn or "A,etc.", it is understood tbat a drainage plan
addressing a lCOJpenSating vol_n will he saitted wbich is prepared by a professional engineer registered in tbe State of
Florida prior to perlit issuance.
A perlit issued shall be construed to be a license to proceed witb tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent tbe Building Official fIOl tbereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall beCOle invalid
unless tbe work authoriled by such perlit is co.enced witbin sillOnths of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil IOnths after the tile tbe work is ~ced. One 90 day l!Itension of tile, lilY be
allowed for tbe perlit witb fee charge of $15.00. fbe l!ItensioD shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each sillODtb period, or tbe project will be considered abandoned.
WARNIMG TO omR: YOUR FAILURE '10 RECORD A HO'lICE OF <DIMDCBIIB1If MAY RESULf 1M YOUR PAYIHG DICE FOR DIPROVIIIIIt'S '10 YOUR
PROPERTY. IF YOU IIIDIID '10 OBTAIM FIHAlICIMG, COMSUL! Ium YOUR LODER OR AM AnomY 8IFORB RlCORDIHG YOUR MorICI OF
COMMEIICBMm. JOBS OlDER $2,500 1M VALUE 00 Hor HDD TO RECORD AMD POST A 'MorICI OF COODCBMmR.
SI~_~ ~~~
STAfl OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19____ by
STA!I OF FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oa.th.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
I"
~ ," U~:S' 1."<. ~ t, ~i..\Ua..~~ "i!<~ .@.
~;t\< ,', "" ~l\"~,.U,"U,,,'!'Jnt~ tr..
37827 J:'OUNT,li\IN RD
ZEFlj.f'l"RHILi...:] .:'1. 33t't
(813) 782.351 j
G. ~ ~. ~ '
4~ 'fY\ ,~'v\"J'-)v)
'. ..' r1\ -4l. h 01
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\ J:..rl) /, J ~
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~+--
ESTIMATE & AGREEMENT
"I
/1/;2 7/951203
I {
BID: We hereby propose to furnish material and labor
to complete the work outlined herein for the sum of:
DATE:
To
dollars
//7 ~.....{)CJ.
($ v' V ) Payment to be made as follows:
L
...J
We hereby submit specifications and bid for:
FOlD HERE
r
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._ \" ^ j~ /) f'j ~V"\ to. / :' ~:}IV\ / J 1.-._.y .
'- ~,-JJ tX-'~'~ \ ~., I' J \./~-,
- 0/ iJN~~k j?uw f(f
..
1/1(91- ~ ~t0Y) "_ ,
t .i).. . ...-....../ J Of! C; r ~ )pJ
) ?J It(' ,.Pc~)(l!J , Dc-2 if f I, iA/1/).D.LI ~ I . l
:;/j( F:c~ -~1:U5 V11
-<'IC.?'... \./,:? 46Q,..~J0.' ~ t;:l\It.
cr:J) /"- .ru
(p"
\:~/U~ ,1/'cCk~
t/- 'ttl
tJ/J,~ill\
';, ',_/ .'}I yy~
G
CONTRACTOR'S GUARANTEE
ACCEPTANCE OF BID
We guarantee all material used in this contract to be as specified above and the
entire job to be done in a neat, workmanlike manner. Any variations from plan or
alterations requiring extra labor or material will be performed only upon written
order and billed in addition to the sum covered by this contract. Agreements made
with our rkm are not recog ized.
DATE I I 7l /' K SIGN
i/ . I/}
, I I I
FORM ,RAP FORMS, INC. THOROFARE, NJ
The above specifications, terms and contract are satisfactory, and
(I) (we) hereby authorize the performance of this work.
~11,f
,,{,~. -~ 'I~
DATE
1.1 /
:/
SIC3,I'IED .;
/,,,,"-:"' .
: (t:..
/ !
f ---
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i'l.._'-'
1289
THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COPY IS SIGNED AND RETURNED TO BIDDER
WE COMPLY WI~ L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ABllI' 'SURANCE LAWS.
CONTRACTOR'S FILE COPY . SIGN WHITE & PINK COPIES & DELIVER TO CUSTOMER
CITY OF ZEPHYRllILLS BUILDING DEPARTMENT
S-:CM /-~
"::;>fL G
~f<H. 5C; - -----~ {lDl}Jlw JI
OWNER
JOB LOCATION
~U~~
PARCEL 1. D. #
SHOW ALL EXISTDIG &: PROPOSED STRUCTURES GIVIRG DIMENSIONS &: SE"1"BACKS.
,5C.R.JA~ ~D'P'M.. R?/ l'4'V~J
L61' G'"o/( Sl2.l.f.; ~LL4:(v
f(o- Pa.ifK<-.. '/??c:J$1
h~.o? ., ~I V7 0 f~~t-J;.c {j
P/o/' t2e-4__ 1
~~~ ~ ~~'
ALLEYWAY ACC
GARAGE OR CA
15 FOOT SETB
REQUIRED.
o .PO', (J,,_ ~
\ (0, {^
~ 'ie
~~\ 7
SS FOR
PORT -
CK
~&J
~~
~:t
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
. c(--;>
Mot
~
f?~;bii "
VA1lt
7
~
9
LINE
(NOTE EXAMPLES 1 & 2)
t. SETBACKS FOR Rtf R2 ZONING
60'
10'
P E
R X
o I
10' P S
o T
S I
E N
o G
20'
2. SETBACKS FOR R3 ZONING
60'
10'
10'
10'
EXISTING
10'
1 0'
1 0'
PROPOSED
20'SGL FAH
30 'DUPLEX
FROII".l" PROPERTY LIRE
FRONT PROPERTY LIRE
._. ...., .-...---....------- ----~-_..._-----------...-~.._---
'TA8t! 1: IoIAXlloMJ $P,l.J-/S f'OR STAI-()~ ,t.lWlf-lUIoI R1Xlf P,l.J-/HS CF
3105 H-I. ~ H-25 AllOY
'MNO LOADS; GtSS ~$. unuTY RQC4.(S, SI-lEDS. AND OMR
ENCt.Q'SG) BUILDINGS
O.H. o::t-IOlTIOO NO O. H. I' O. H. 2' O. H. 3' O. H.
1-1/."x 0.020-
5'- ."
100 "'PH W. L. .'-10"
110 I.lPH W. L "_ 6-
I 20 "'PH W. L ~
1-1/.-x O.0..3Z-
100 "'PH W. L.
110 I.lPH W. L.
120 "'PH W. L.
1-3/.-x 0.020"
100 "'PH w.. L ~;- s-
5'- 0"
110 LAPH W. L. "_ S-
120 "'PH W. L ~
1-3/4-x 0.0-32"
100 MPH1t. L. 0' - ~.
110 LAPH W. L. 5'-'1
120 MPH W. L. 5'- s.
3- x 0.026-
100 "'PH W. L.
I 1 0 IoIPH w. L
120 l.lPH W. L.
3-x 0.0-32-
100 l.lPH W. L
, , 0 IolPH W. L.
120 ,",PH W. L.
UV[ LOAD; All
O.H. CUlomoo
1-1/4-x O.O~-
s-;Sf' i-C'
20 .t= L L 5'- g"
30 / -" L. L,
1-1/4-x 0032'
20 I/SF L L
:;,0 11Sf' L. L.
1-3/.-x 0.026-
t=: i- .-
20 1/-" L. L. 5' _ 0"
30 I/SF L L
1-3/4-x 0.0-32'
~ s% t l ~:: b-
3"x 0.026'
20 IISF L. l l:;,-::r
30 1/SF l L. '0'- g"
3- x 0.032"
20 IISF L L 15'-': ,~- 2". 1~~- 7: 11~:- 82:
30 11Sf' L. L. 12'-':; ,~- 5 1. -n oJ-
1. TOT...L ROOf PANU~OTH .. ~ WIl)T'ri PlUS WAll WIOrn PlUS O\l(RJ.;ANC
2. THE SJ,/ALLEST vAlvE CF THE 'faND LOAD TABLE 00 THE Ll. TA8l.E COYU\NS
TABLE ,. LAAXlUUl.4 S?AN$ ,OR STA."-IQAR1) AlLMJNU\,/ ROOf PANELS OF
3'05 H-2S AllOY
'MND LOADS.: GtASS ROC4.l$. UnUTY R(O.($. SHEDS. AND OTHER
ENCtOSEt BUttDlNGS
O.H. o::t-Iomoo NO O.H ,. O.H 2' O.H.
3"x 0.026" 100 l.lPH I'I.L "'-10" lZ'- ()'" 12'.- 0-"
110 l.lPH 'If,L 10'- g' 10'-1'" 11 - 6
120 IoIPH i'lL HY-'" 10'- 3- 10'-10"
100 l.lPH W.L. 1.'- 0" 14'- l' 14'- S'
110 \.IPH W_L '2'- g" 12'-1'- 13"-."
'20 LAP" i'lL '1'-'" lZ'- I" 12'- r
LJV( LOAD; AU. BUll.D<N C T'1"?{ S
OX C1::NOlnoo NO O.H. l' O.H. 2' OH. 3' Ox
3-x O.O~- 20 I/SF LL 1S'- I' 16'- 2" 1S'- r 17'- 2"
30 I/SF LL 13'- I" 13"- 3" 13'- e- 1.'- s"
3"x 0.032" 20 I/SF LL. IS'- 4' 1S'- S' IS'- 9" \g'- 3"
30 I/SF LL 1.'-~1. 'S'- I" 15'- 6" 16'- I.
1. TOTAl ROO" PA.'l(L 'MOTH .. ROOIoJ WIDTH PLUS WAlL WIDTH PlUS O~ANC.
2 THE $1.IALlIST vAlUt: Of THE 'MND LOAD TABlE 00 THE L.L. TABLE CO\l(RNS.
TABlE 1: IoI~UU SPA.'-iS ,OR INDUSTRY STANOA.R1:l ALL;l.IINV~ COI.lPOSlTE R~
PAloIELS W/3IC>5-Hl<(/K-25 ,t.lUI.(INUI.I AlLOY SI-lEATHINC & 1.01 EPS ~
WND LOADS
GtASS ROC4.lS. UnLITY ROOl.IS, SHEDS, AND OTHER ENCtOSW BUILDINGS.
3"x 0.020. 100 lOPH W.L 11'- S' 11'- r 12'- ,- '2'-""
110 l&'H W.L 10'- <(- 10'- r 11'- l' 12'- 0"
120 ~ W.L. g'- e- 9'- 1'" 10'- S" 1"- 5"
100 I.(PH W.L 12'- 4' 12'- 5" '3'- O' 13'- g"
"0 lOPH W.L. 1"- 3" ,,'- 5" ,,'- 1'" '2'- g"
120 lOPH W.L. 10'- o. 10'- S" 11'- 3" 12'-"
100 lOPH I'll "'- 8" 11'- 10" 12'-.' 13'-'-
no LiPH W.l. 10'- 7" 10'- 10" 11'- 4" 12'- 2"
'20 I.oIPH W.L. g'- ". 10'-'" '0'- 8~ 11'- r
100 lOPH 'N.L 13'- ~O" ,<('- C" 14'- S" '5'- I"
"0 I.(PH W.L 12'- 7" 1Z'- 9. 1~'- 3" 14'- 0"
'20 I,,/PH W.L \1'- 10' 12'- 0" '2'- 5. 13'- 3"
LI'vt LOAD (NCtUDES 2 USF' DE.AD ,-OAD) AlL BljlLDlNC TYPES
3".0.020. 22t/SF 13'- ," 13'- 2" '3'- 8- ,,'- 5'
32#1SF :0'-10. 1"- 0" ,,'- 6" '2'- s.
nl/SF 1"- 2' 1"- 4" ,<('- g- lS'- s'
3UISF 11'- g' 1"-1~. 12'- s" 1J'- 2'
nt/SF 13'- 5" 13'- 0" 1.'- 0- 14'- s'
3211S~ 1\'-'" 11'- 3" '1'- 9" 12'- 7"
22 #I SF 15'-11" 16'- C" 10'- 5' \7'- 0:
3211S' 13'- 2' '3'- ," 13'- 9- ,.'- 6"
1. TOTAL ROCi'" PANEL .....(.TH - ROC~. WlDiH + WAll WIDTH ... O\l(RHANC
2 iHE LES$tP SPAN 0f MNO LOIo.o ~ U"'-':: LOAD SHAll COI/[RN.
5'- .,"
..' ::-.
..; - .>
4'-11'
5' - 8-
0'- 3"
0'- 0"
0' - J"
5'- 8"
5'- J-
7 ~"
0'-1'-(.
6'- 8"
0'- s.
6'- O'
5'- 8"
S'-IO.
5'- 5.
,,' "
.,; - ,
0'-10"
S'- 5"
6"-10"
5'-1"
0'- .:;-
5'-'0.
S'- .r
7- I
5'-10~
g'- 9"
8'-10"
0' .-
0- ,
g'-l"
g' ,-
8,- '-"
- e>
'1'- S"
10'- S-
'0'- J"
10'- 0"
g'- S"
g'- 2"
11'- 6" 11'- 8"
10'- o' 10'- 8'
g'-10" 10'- O.
evlLDlN G Ti"P[ S
NO O. H. I' O. H.
1~'- 0"
12'- I"
11'- o'
12' - J-
,,'- 3"
10'- 7"
2' 0 H.
J' o. H.
1- Y
0'- ,"
8'- ,"
7- 0"
8i_ S.
6'- ;"
S'- 6"
7' - C"
g'- 2"
1-\0.
7'- ,
6'- ..
8'- .."
i-II-
8'-10"
i- 4"
g' - s"
s' - 1"
13'- ,"
11'- 0"
, 3'-10'
1"- 6-
1.'- 6'
12'- "
Y'x 0.032"
50H.
13'- Y
12'- 4.
11'- g-
1S'- 2.
1.'- I.
13'- 4"
3- x 0.0.32.
4'x 0.026'
4', 0032"
3"xO.0032'
..' ,0.026'
4' .0.032"
TAl3t! 2: UN(. R()($ 8!AlA SPANS f~ ~ &: Cl..ASS ROC'YS. UnLITY ROOus.
SHEDS AAO 011-lER ENa.C1Sm sTRt/C1'1.lRrS wi SOUD ROCf'S .
AlUI.IINUIol BEAJ.jS Of 600-3 T - 6 mDY
EXAMPlE: ,OR SPAN 1." 00 DRA'MNC US( LOAD WIDTH .. "11"12 + O.H.
2.x <("x 0.050- TILT BEAU: lOAD WlOTH .. 1<('/2 + 2'O.H. - 9'
LOAD YIITH - 9'; LL 0 22I/Sf 6UJA SPAN .. 4'- 4-
BEAM sm: BOJ.I SPAN f"OR DE:SlCNA TED LOADS
BEAM UV[ LOAO'MNO LOAD
LOAD 'fIIOT'M 221/SF 321!SF
2"]( 2" xO.Q.4..4" EXTRVSlQN
s' 5'-10'
6' 5'- ..
j' .'-1 1-
'S' 4'- r
g' 4'- ."
10' 4'- "
,,' 3"-11-
2"x 2". 005<)- EXTRVSlOO
5' 0'-'" S'- O. 5'- I" .'- r .'- J~
6' S'- r .'- 6" .'- l' 4'- 2. 3'-11:
i s'- 2" .'- 2. 4'- 3" 3'-1'" 3'- 7"
8' 4'-\0- 3'-1'" .'- o. 3'- r s- <(-
g' EXAJ.APlE <('- 5" 3' - 8. S - g" :r - 5- 3' - 2"
10' .'- <(" 3'- s" 3'- r 3"- 3" 3'- 0-
I" 4'-'" S-.. 5- 5" 3"-'. 2'-10-
2.x 2"x OOS3 EXT 00 2-x .3":<0.050" TILT 6EAJ.I OR 2"x 3"xO.05O. EXTR\.!SIQN
5' S'- o. 0'- 0" 5'- 8. 6'- 0" 5'- 7"
o' 1-.- S'-,," s'-," 5'- 0" 5'- 1-
7' 0'- g' 5'- 6" 5'- r 5'-" 4'- S'
8' 0'- 4" 5'- 2. 5'- 3' 4'- g" .'- 5"
g' 5'-11" 4'-10" 4'-"" .'- s" ,'- 1"
10' 5'- s" .'- 7" .'- 8' ..'- 3" J'-'I"
\1' S'- S" 4'- 4" .'- 5" .'- 0" 3'-'0"
3"x 2', 005<)' EXTR\':SlOO
5' i- s'
6' 6'- g"
6'- 3"
S'-10"
S'- 6'
5'- 3-
5'- 0"
100 IoCPH
'10 I4PH
120 \.lPI-(
.'- g.
.'- <(.
.'- 0-
3'- g"
3'- o.
3'- <(.
3' - 2'
4'-1~
,'- 5.
,'- ,.
y..;.lo'
y- I
S- 5"
3'- 3"
.'- s"
,'- 0"
J'- S"
s- 6"
3'- 3"
:r - 1"
2' - 11-
.'- ,.
3'- g-
3'- 5"
5- 2"
3'- 0"
2'-'0"
2'- g.
S'
9'
'0'
1\'
0'- ,"
5'- s.
5'- ,.
.'- 9"
.' - S-
.'- 3-
..'- ,.
6'- 2'
5'- 7"
5'- 2-
<('-10"
,'- r
.'- ,"
.'- 2-
S' - 2"
.' - g"
,'- 4"
4'- ,"
3'-10-
3'- 8'
.Y- 5'
5'- 7"
5'- ,"
4'- g"
.'- S"
,'- 2"
3'-'"
y- S'
, . 2" x\) 070" EXTRUSION
~ ,
5 8'- ,- 5'-'0" 6'-1'" 6'- . 5'-10"
6' i- S" 5'- 3" 6'- .' 5'- g" 5'- ,,"
7' i- ' " 5'- g" 5'-'0' S' - I." " -,,"
,
8' 6'- 7" 5'- 5' 5'- 6' 5'- 0" 4'- r
.' 6'- .) 5;- ," 5'- 2" .'- 8' ,'- ."
~
10' 5' - ,,- .' -10" .' ,,' 4'- 5- 4' - ,.
- ,I
'I' 5'- 8' .'- r <('- 8" .'- :: y-,,"
2'x ."x 0.050. x TILT BEAM
5' g'- g' 8'- O' 8'- " I- ." 0'-10'
6' 8'-'" i- 3" I- s- 0'- g' 5'- Y
7' S'- 3' 6'- g- S'-10" S'- 3' 5'- g"
8 7- 9" 6'- 3- 6'- s" 5'-10' 5'- s"
s' 7- 3" S'-". 6'- o. 5'- o' S'- 1-
10' 0' - 11- 5'- r 5'- 9" 5'- 2' .'-'0'
,,' 6'- 7- s'- ." 5'- 5" .'-1'- .'- r
2"x ."x OO,H", 0.120- Sl.I.B
5' 12'-10" 10'- s' 10'- e- g'- e- 8'-1 \-
6' 11'- 8" g'- 6" 9'- S' S'-'O' 8'- 2-
7' '0'-10" S'-,O. g'- o. 8'- o' i- 7"
~
8' '0'- " 8'- 3' 8'- 5' 7- 8" I- I'
g' g'- 6" 7- g. i-,," 1- 2" 5'- e'
'0' g'- ," i- S" 7- 6' s'-,o' 6'- .'
,,' S'- S" 7- 0' 1- 2" S'- S' 5'- o.
I THf: S.IJ ALlE R SPAN moo THE L.L. ~ THE WiNO LOAD T ABt.E CO\l(RNS.
TABU: 3; UAXlI.IIJ1,f HOCHT OF UPf<lCHTS fOR SCREEN ANO ~ RQCiLlS
'EXTRUSTICNS ANO SD.J' IoIAnNC ~AMS (f 6063 T-5 All.llo4lNtl'" ALLOY
IJSlNC SCRrEN PANEL WO'l1-l "W" (sa TYPICAL ClASS ROQl"j DRA'IIINC), $(LECT
l..'f>RICHT RtOUIR(O rRW 1rIE "'AX HEIGHT AUO~ ,OR EACH EXTRUSlOO
WIDTH "w"
+a" 5-4. 6<)"
~"
.2"
~.
72"
EXTRVSlQN
2"x 2"x 0,0<<-
g'- Z" 8'- 0" 7'-,," 1- 6" i-'" 6'- g"
2.x rx O.O~"
10'- 2" 9'- s. 8'-10. 8'- 2" 1'-1'" 7- 6" 7- 2~ 5'-11"
2'x rx 0.09Y'
'2'-10" 11'-11- 1"- ,. 10'- 0" g'-,," g'- 0" g'-," B'- B"
Yx 2-, 0.050-
10'- S' g'-,," g'- 3" 8'- g" 8'- 3' 1-1'- i- 6- 7- 3-
rx Yx 0.050"
12'-10" 11'-11- 1"- ,- 10'- 0- S'-1" 9'- 6- S'-," 8'- 8"
3.x 2"x 0.070-
13'- e- 12'- S" '1'-10" ,,'- 2" 10'- 6" 10'- l' 9'- 8" 9'- 3-
NOT!S: ClASS F:OOwS \1-<E ADDITION CF A,~ AlUUiNUIo.j fRAME WlNOOWS wi ClASS
PANf:S THAT ARE O€SlCNED TO "0 l.IPH 'MND LOAD RtQfJlR(l,/[NTS TO THE
ABOV[ UPRIGHT SHES INCREA$(S THE STR(NC71; $() T}(AT ADomOOAl
F'RAMING IS NOT REQUIRED
A.~~ AlLowABLE LOADS AND l.IAX.. LOAD AREA ,OR ANCHORS
,l.J-/~ INTO WOOO ,00 OPEN BUIL[)lNGS
AlLOWA<llE LOAD / lo<AX.. LO....o AREA (5,.) 0 120 l.lP.H WINO LO....D
I Of AN010RS , 2 3 .
CXAl.lETtR ANCi10Rx EMBEDMENT
1/." x , " 26.,/13 5". 5281/2S 5.'. 79211:,a 55. ',05<51/50 $.1".
'/4" x , 1/2" 3961/19 5.'. 79211:,a SF 1.18a1/57 $.F'. ',~1f75 5.1".
1/4" x 2 '/2' fhOl/3' S.,. 1.3201/63 S.F. 1,9-801/94 $.,. 2.&4{)1!120 $.F.
5/16- x 1. 3121/1S 5 F' S2.,/:;,o 5.'. gY!oI/45 s.,. 1,2<(81/59 S,
5/16" x , '/2. 46f31/22 S, 9Y!ol/.5 S, 1,4iJ<4I/S7 S.'. ',87'21/89 5,.
5/16" x 2 1/2" ?8C1/37 SF, '.5-501/74 S.F 2,340//111 SF 3,12011'4-8 S.I"
3/8. x I' >5SI/17 S.F. 712#/3-4 S.'. 1.06el/3-4 $.1". U24I/~ $.1".
3/8" x I 1/2" ~I/2S S.r l,oe.el/S1 5" 1.6N//76 $., 2.'JeI/102 SF
3/8" x 2 '/2. 89C1/.2 S.,. 1,78C118S SF'. 2,6701/167 5.' 3,5601/'69 S.'.
AN~ INTO CCt-/CRf:TE '00 (YEN 8VIl.DINC;-S
AllO'A'A8lE LOAD I lOAX. LeAD AP:i.A (SF) 0 120 \.I.P.H WINO LOAD
1 CF ANCi10RS I 2 3 .
DlAUET(R ANCl10Rx EMBEDMENT
1/." x 1 1/2. 75711Y!> SF 1,51<41139 S, 2,2711/108 S.,. .3,0281/'J,.4, So,.
.3/8- , 1 ,/r 1.05<)1/50 5, 2,".//53 S.'. 3,171//'51 $., 4,228//201 $.,.
'/2- x 2 1/.. 1,4..3//09 $.,. 2,~1/137 So,. <(.32'31/206 $.,. 5,7721/27S $.F.
;.:.- ,.;:--....-e.::.
78.
~ g
.5 <0 VI
::a -5 :::i
... <XO a::
b/9: ~cz: 0
w6 Q, Q, t;;
i::~ <0 0
~ O~ z
5~ 0'" ~ ~
_0 wO ~ ~
",-, <
~... ....0 "" ~
~:I: g:-' 8 cr
v,.......-~ u~
lI'ozV')w8~ '-'?;
z ~ z '"
<0<:> UW""l 9- ~<O
B;b/u ,-,ffi~ - ~
o<';@ ~~o 5 Z""
~(Il 0-- ""0
<w~ =o:o:i ~5
1I'a:: -' ffia.;;::; z cr'-'
z-<d <II' Q <""
'-'11',-,-0,-, .... c:..u
tj';@w ~?;8 ~ ~~
O:i;; ~g~ -< ';20
!::'~... ~d, g xVI
':::00 ",?;(5 0 ~::l!
N"";
0:
W
>
o
(/)u
~O
Oz
0<
0:
(/')(f)
(I):J
<<
...J~
o
o
::J
o
(I)
~
B
,-
g~
J~ ~~
0. N"
o ""l-r
~~ ~~~
W -r-...If")
@o i5~~
~ I ...J -r I
""0"
a:: <0 . '" os:>
lUl.OW'-"r--.
t:1\ W ""l '-'
"=-' z"", Z w-:;-
~~gg~e
63-' .~wx
n5QOcj<
c:.JV 0.........
~
Of f.%
. _.~_.- ~ --'.~.-_...~ --..... .---"'.--,____'-"__di-a-.......:.-......'-'-...__;.-;A.I--.Io....,""'---'...................._....::......-......,~__~__"_L._'! '~,.,:;;.;._.
'" '"
.... ~
is ~~
.3 cz::~ ::t
~~ ~~ ~
:I:U <0 is
....0:: i.5~ Z
Zo ,..., ~
0< 0<11 ~w
~3 ~~ - ~
~~ ~-J 8 ~
(/ll- . -~ u ~
",ZVlw~ <:) Z
zowg 8 Z -",
<0 uw,..., is i300
8:.:;.:u <:)a5'i' g .... ~
o<~ ~;:So iIi Zw
za:l 0-- we
<w~ ::!cro ~ 25
l./'Ia:::.....l ffiC.~ Z 0::(:
z<-' <VI 0 <w
,-,,,,00<:) >="-u
i7i,-,L..crzG< wz
wzw <isu z 0<(
OJ;; ~:::>~ < <;2:;:'
~~L.. ~~, g I~,fl
1-00 (.11::3 CD ~u:=
Nn
2",__ B(.IJ"l so: TAStE.
I"
OY(RHANG YARt€S +
2'-0" l.IAX.
Sl()( WAll HEAOCR ATTA~ED TO
," , 2" , 0.044" CR B€TTER M~
~IN. 2 110 , 1 1/2" SJ.,jS
SlD{ WAll PVRUNS ATTA~ED TO
," , 2" x 0.0."'" OPEN BACK
~11-1 I.I\N 2 {10 , 1 '/2" 9.lS
IN S0<EW 80SS<:S
.....
llAX.
~nI ,"x 2"
Y....~(S NO!.lAX. E EY. SL"8 CR ON GRAD€:
EIX<: 8O.M
. "'H"
3 1/2" sua ON
CRAD€ O'l R Ai ~D
roonNC
-t
0.019" ALUlA1NU!.I COYER PAN OR W1TINUoos
1",2"x1)(}4.." OPo. 8ACK
AnA~ED TO ~T PDST
~11-1 110 , 2" S1~S IJAX,
6" FR()l,I EA~ PuPUN
ANO 2.." O.C.
T'r"?1C--'-L. cu-.ss ~ \lrC11-I SCUD ROO'. T'r?\CAl FRWT V,E.. FR.IJ"liNG
. (K(lc;-,T (j' u~G<iT rs ~C:ASl.JRED ~
TOP ~ '"x2' PLAn: TO 8OTIOl.I Of' ./tALL BUM)
~
18 ' S/8" CDRROSiCt, RiSlSn~
WASHER HEADED SCREW$ 0 2."
Q,c.. AL T'E~A TE 18 x S/8" $)..IS
w/ 1/2" DiAME;ER WA~ER..
FRONT AND SlD€ 80110\.1 RAJlS
A TT ACl-iED TO CON ~ T'E 'M 11-1
,/..",2 1/.." !.IA~RY 1)J1Cl< SO
o 6" FR()1..j EAOi POST AND 24"
D.C. !.lAX. ......D wAllS A I.<iN. ,"
FR 0.. GC<: Of CON ~ T'E
rRO-< T '1\'Al L P'J R1.JN
l
r2
OH
AL U ~l N U!.I PANE L CO VE R ------------1
'-If
w
cr
:::>
>-
u
:::>
a::
>-
V1
'-'
Z
;::
V1
X
w
TYPICAL PANEL
TYPICAL CORNER DETAiL
~ - 1/,"x4" LAG 8CU"S =-Ff-= ~
N/ I 1/~" rENDER I'(ASHE~ L'
pu<: ..' ?A."EL ACRDSS 11-IE: ,-t-- __~_
rRO-<T '-NO 2~" O.C AL~G l l
SlOES (Io'ALK-ON) -r
,. , " '" ,. , ,. "OeLO- T1tD------
~E SPA... TABU hE"-DER ~c[. ~ ~{
Ci1NR PM ......D KJO< ~TE ,~
2"x2",0,0"'" HotLCw RAil
POST A TTACi1ED TO 30TTI)l.j '''iL
w/ l./iN, 3 110 . , '/2" /
IN S0'~'111 BOSS<:S / ----;7<--7
~ .
----- \ ~ ~ . .
1/'" x 2 1/'" IJAS(.t-;R'1' \ Ii - ~
A."I(}-<{;R 0 6. F~~ [).CH ~--......Y'
POST A.'fD 2.." O.c.. I./A.X..
TYPICAL UPR:GH T DETAIL
Z".2 8{AJ,,/ AND o:-...1.'1..NS
!.lAX. C0LIJ~NS, S? ACiNC
~E TABLES
N{) TE s.:
1. INSTALl R1GlD FOAM INSULATlON INTO AlUI.<iNV\A ROO' P........
2. COVER iNSULATlON ~11-1 0,019' PROTECTCR PA."EL \'fI11-I Ol/(RlJ.P'?\NG S<:AMS.
3, iN$LJLA TlON PANEL SHALl 8{ Ct.OS<:D 'M11-I ALU~INVh( ENO CJ.P TO SiOJRE ~cr"'ENT
...."D TO DiSCOURA~ 11-IE NESTING Of' 'MLDUFE A."D OR iNS<:CTS.
4, PROTECTCR P...."EL 'MLL at SiOJRED BY F3 ' S/8" C~S0'< R(9STI~ wA.$l--<ER
H8-DED SCRE'K.;
5. ~w PAT:EF;N \<,ILL BE 12- ON ALL PP:!.IETERS ...."11) 2.." 0.: FlELD 0'< E.AOi P.......EL.
6. Al..U~iNl..il.C END CAP W1LL BE A TT A~ED 'M", 3 18xl/2" COIRROSlON RESJsn~ WASHER
HE:ADf:D SCRE'K.;
7 S<: AL ALL SV>Ew HE ADS \<,111-1 GAUlK1NG
A1..UU<NI)1.I CD~R CR
3" STRUCTlJRAL iNSUlA TE D
AlU~iNL:\.j
'"
(/')-.J
UJ-.J
!X:~
::>:=0::
0) w
9~>
,..j....o
<.>Z/~
z::-'-
IJJ ;.>
. 0
....... -
Z -..J
UJZO
IJJllJO)
CCLU
t.,) 0::
'91 ()
e/)
.i"
cf-
J "'if YAR:ES
TYPiCAL CLASS ROCM
kEAD€R ATTACHED TO POST
w/ !-,jiN 2 {10 x 1 ,/:"
1'1 ~ 80SS<:S
2"x2". 2",3". CR 3":<.2"
HCliCW xE SPAN T...31.ES
FOR 9<!-.? D:TR1JSJONS
~AJR R;';L A IT AOiED TO
POST w/ ',/iN, 2 /10 x , ~ /2"
$l.IS IN 5-(91: W B os:s<: S
," , :" x O.C,,"," Ci'i:." BACl<
S.OTT()l,I RAlt
NOT'ES:
.......CHCR ," , 2' ~ eAO< EXTR'JS<1)l', '11',,,, TAPCCt--I ,/.." , 2 '/4" LENG'71-1
CR EWAL VAX. Of 2'-0" O,C.
....'.JO-IOR 10 WALl Wl11-l I 1/T' {10 SlJS .....11-1 wA$riERS 2'-0" 0 C $PAONG
...."CHCR 8U.J.I AND ro..l:~ KNIT BUJ.O ~TH ......CHOR Ct.rP;; ......D 110 S0<EWS
....'iD WASHERS
2 1./1:-< su,B T1-1lD<:.-itSS FO'l sua Ct< GRADE IS 3 1/2" CONCRETE
:;" xl_fC: ~f<T .....ALL 8EOJJ FRC4.I 1t--.811 U$NG LAR~R "A" YAlut: CF
1'1/2 OP 1'1/2 + O.H.
4, "'f< IS QEAR DISTANCE FRCiA HOST S"RUCTlJRE TO FR"Jn /tALl 8[AM
FASTENED O€:TEF:lJINEO PAN OR C:a.lPOSlTE P.......ELS
SA-XU ~ CCt<STRUCTl~ / Ux CORROSJON RESlSTl...t S-CRt~ PANS
Of hOST STRUCTtJRt / ...."Cl-1CPED w/ {10X1/2" 0 J/P...." INTO
~ / RfCE,o.,1NG CHANNEL "'-'1D , 110,'/2" 0
HOS - / I RIDe<: CAP !X*i1-.EcnCN TO RfCE'V'cNC
S","CruR< . ~.~-h "''''NEe ',,",,",IT '^"fLS ,.:
OR FASOA t-11/'"X 1+'/2" \<,IT" ,/C WASHERS seRE....
~_ 1MRwCi' RfUIYl.'<G ()-<.......NEL FR~ TCR
W..t~CTI~ Rt:WIRl:D '-----.. I CAULK All C,OONEcn~s
(SEE OCTAiL) ---........... EXTRUDED IY 8f'.tA!<JJETAL HEAD€R
00.32" "',N
CClNNECTiON TO HOST STRUCTURE
J 1/2" CCX'JCRETE stAB 6x6
'1(...,.5. 00 f'BER l,lESH CC~TE
,. , ~ =f' ,;2" ""
ALl.;l./N1..'l,l A TTAQHlJENT
.(
,
r
I
I
...... Ci1CR I" x 2" xC, 0..." PLA IE
TO CONCl'ETE Wl11-l ,/," , 2 1/2"
COOCl'<tTE ....'-<01ORS 'M11-I.'" 6" Of
EACH S,1)( Of' EACH DOS T 0) 2""
O.c.. I.(AX. CR 1MROJ01 ...."cu: 0
2.." O.C. lJA)'_
_ EXTR'JSiCJ-< Fi: R TABLE
HOST STRUCTURE OR FACA &: S\J8-FACA !X*iNECT1()N RfW1REl,lENTS FlY I/moos
LOAD COND<TlCtiS
C'> ~
:: C'-
~< C'-
...,~
I
<r---
o '.0 i..C
o:r--.~
o ~.",
Y....~ES
3"
ILl
i "-<.-
+-+--+- ,T.
. I I ~~
LOAD CCt'JOI1l(:t<S
\<,IND VELOOTY LO.ADS ()(AD + U'~ LOADO;
1,\ SOO ENE v AJX::F<. BARRiE R U NDt:R s.A8 S
HAYlNG SRuCTtJRES ABOvE
WELL CCW'ACTED CLEAN F1LL OVER SACR1flCO
NA MAL SOL 90:': ~LA TlVE DENSlTY
cr.x--<c. FlUiD BLOCX ST'ElJ WALL 8x8,16 ClJU
6"xl2" Co/;C FoonNC 'M'71-1 1 IS (.Wi
LOCA:e: ON UNQlSTtJR&D NA TlJRAl SOL
, r5 ...tRT AT ~1-iERS A."O 0 10'-0. OC
RAISED PA TlO FOOTlNG
Gl.ASS R0OI~ S
HOST STR1JCTURf 100 l,lF1-\ '",0 l,lF1-\ '20 l,lF1-\ 221/'Y .321fSF S71/'Y
I CDNCRETE 1/4"xl-1/8" C"'vNCRETE SCRi:WS 0 12" OC.------>2 0 " O,C.
2 w<'./){) FRAME 1/4"x2" LAG SCREWS 06" OC.------------>2 0 I" O,C
S.CRHN, V,Nyt. AND CARPCRTS
HOST STRUCTURE 100 lJP1-<. 110).(PH 120 ~P1-i 221/'Y 321/':;;: 571/'Y
, CONCRET'E 1/.."x1-1/8" CON~TE SCREWS \) \2" 0.c..------>2 0 I' O.C.
2. 'HeW FRmE 1/4"'2" LAG SO::EWS 0 12- 0.C.----------->2 0 ,. D.C.
~TES: ~ SiR1JCTtJRES SHOOLD CCtiNECT TO TRUSS BUTTS IY 11-IE SVB FAO'"
FR.AJ.@C 'M-iERf POSSlBLE ONL y 15~ OF SCR(':'l'$ C~ BE OJTSlot: 11-IE
TR1JSS BlITTSjSl.J8 F ADA ~D friOS<: AREAS Sl-1ALL HAvE OO..iI31..E ,t.J.J0-!0R$
AU SCREWS iNTO TJ-IE HOST STRUCTURE $riALL HAVE MIN 1-'/4" WA$riERS
CR SHAU BE WA~ER HEADED SCREWS
~0'1:: NO FooTlNG REWIRED EXCEPT 'M-iEN ADDRESSiNC EROSJON
2' -0" MIN. Lo'iN. 2500 PSl CONC. w/
BEFORE: SlOP€ 6x15-10xlO W.'.I/, ~ESH OR
3 ~/2"'~ FIBER ).(ESH T'r"?1CAL BAR
1oI1N. :; 1/2" SlAB 250) PS1 C0'<C
6x€-lC-xIO 'IoI,W,,,,", M F;&:R I.IES>;
I.<iN, IN CO.~T'E
Y AP<"';p' 8""~ EP
POST TO BASE Ai'~D POST TO BEAM DETAi,_
iYT'OtO-L COt<C?ETE CAP I i
8LOCX CR BRIO< ~
, I' SA.R CONTiNUWS
A."CHOR ALUW~I)M FRAME
TO WALL CR SlAB '~11-1
1/4"x 2 1/2" TAPCON OR
EWAL 6- TAPCOO STYlE OR
2" x 2" OR 2- , .3" OR 2" 9.18 POSi
....'iCl1CR I" x 2" ,D.O"'" ~rr
TO CONCRETE '...,11-1 ,/," x 2 1/2"
CONCRE T'E A.',OiORSIII '71-1,N6" C~
E"'~ Slot: Of' EACH "OST 0 2'"
O.C. MAX. 00 friRooGlH ANQE 0
24" O.C. J.U..X.
lJIN. 3 1/2" Sl-AB 2500 PSi
6x€-ICxIO '1-/,'/0.-" OR Fl8[R
2" x 2' x , /8" AJ,GtE EACH SlOE
ATTACH TO ROST A."D W1~n:
A T LOAD B€ARING .....AL:.. 'M frl
2 110 x 1/2" SlJS EA~ SlOE
I
J
,
8" x 8- x 16" 8LOO< WALL
DED< CR
CRWND L YL
~ 1 (4 BAR AT CORNERS AND
..'-0" O.C. FlLl CfLLS ~O
KNOO< w T BL OCX i OP
CooRSE ',0,1 11-1 .3000 PSi
PEA ROO< C~CRE TE
!.IAXJ!-,jU~ DIFfERENTlAl IN
SOL HEIGlHT
.'2"
.~
I .'8" ...',
I~l~
," , 2" EXTR1JSlON
1 , /S' l,li... IN CONCRE IE
HO~, NOt ....,..,. ro<O'l:" 0<X1 l
IofOTF/f:~.R( aI($I-l "l
FLA T SlOPE / NO Foo~ING MOO€R'" T'E SlOPE FOOTiNG STEEP SlOPE FOOTING
:) - 2-/12" 2"/'2" - 1'-10' > \'-10'
SLAB DETAiLS ADDRESSI~JG EROSIO"< JOB NM1E_
ADDRESS. ,
cul~,
~
r-.. ~~
2 114. BARS !.IiN, 2 1/2-
OfT GCRwND
KNEE WALL FOODNC FOR SCREENED ENCLOSURES
VAPIY B....RR1~~
ALERNATE POST TO BEAf..A AND PLATE TO CONCREE DETAIL