HomeMy WebLinkAbout98-7467
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BUIL~~~!:Hy~!RM!! 7467~
(813) 788.6611 Dote .:; - ~ - ZI
Property Owner:
Job Address:
Parcell.D. #
ELE~C' PL~"
~Pf\;::!~~
M~~ewer Conn
Water Conn:
BUILDING
Water Meter:
T,I.F.'s:
.;?~
Energy Code: Radon Gas: ..!2.
G )(7A/~~ C~Oih-- 9- ~Jf.R~ ad!atl-&~
-~ ~I '#-
Zoning:
Description of Work
FINAL lor
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
Ii
.
Permit Fee
Signature
Company
Address
Telephone#
Valuation or J 'i}i)
Contract Price '7( ,.t'/) 02 /J tJ .
~)~
BUILDING
O~~J~
EL~'-
PLU~
MECH~'
,--
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
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 ($ +-&:e6') shall be made for each trip for each trade:
~-'tJ7J
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
CITY OF ZEPIIYRIULLS BUILDING DEPARTHENT
OWNER -1\A~ (A f'::t2c 1-1
JOB LOCA'I'ION
~z. 5", Sc.o',{J1- S:.T ? ~H'ie tf( (l~ ) +l. ~<St.-,
\b - Z(.,- 2 1- oC>(o - Oq~bC) - cooo
PARCEL I.D.'#
SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIHENSIONS & SBTBACKS.
~~1::rtA1l _ .
'\-101'::> I (J2
\-tol\ 'G
"
,8
r
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
(; <IS-liNe...
'\\~btLG
\{ct1.~
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
"1>e.croSeD
~~-
'Rcol"\
LINE
(NOTE EXAMPLES 1 & 2)
STREET ~2..~-' ~c.o't1 A- Q-
1. SETBACKS FOR R1, R2 ZONING
60'
10'
P E
R X
0 I
10' P S 10'
0 T 1 0'
S I
E N
D G
20'
FRONT' PROPERTY LINE
2. SETBACKS FOR R3 ZONING
60'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'DUPLEX
FRONT PROPERTY LINE
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APPLICATION FOR PERKlT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
1~~77, ~'
J~~ fC/-'-' ,
OWNER'S NAKE <\c kt2l It Qpo l"( PHONE C~I~ 7l ~ C-.oq I,
OWNER'S ADDRESS S-/sO( ~ I'm'" 12.. ~T LKt-J(;5 ( 2.~'1 e 1+1 ( (~t ~ ~..s~ ,
JOB ADDRESS S"z-5'f Sc.o"'t1,4 ST I Q-PH'i ~h-I LLS., TL 3s~ I
LEGAL DESCRIPTION: LOT~ R 13 BLOCK...--SUBDIVISION
PARCEL LD.' /0 ' ;) 6 -;L/ - 6 (.)/ tJ ...... D 750 CJ -00 C:J (,) (OBTAIN FROK PROPERTY TAX NOTICE)
WORK PROPOSED:_New Construction .,k:Addition -..Alteration ~epair _Install
_Sign -'love _Deaolish
PROPOSED USE: .1single Fallily _KIF _' of Units _K/H
_eo..ercial _Indust. _Swia. Pool _Other -.(.
Tl
_Restaurant &: Health Departaent Approval
DESCRIPTION OF WORK:
. -
sc 1LEt-N lZ.co H + ~ fK:::.4::>
LZr') Square 'Feet. t Height
ADD (nON 10 l(o~r~~_ (-./diG'
BUILDING SIZE: _H___x LQ.
RESIDENTIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
COKKERCIAL: ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
_LLDIIIG
$
~~ooe./
PERKITS REOUESTED
Valuatiop. of Total Construction
RT.I{CTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
--1IECBAKlCAL
$
Valuation of Kechanical Installation
_PLUKBING GAS' ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FDlISBED FLOOR ELEVATIONS:
Fl" .
IS PROJECT IN FLOOD ZONE AREA?
YES NO
******************************************
CONTRACTOR SECTION "'
BUYI.DER / ;1, mKPANY f~;JJ ~f1W1Un~
~MM1fu State Gert. or Regist. .
Signature, _ U 11 City License Registration .
***.******~****************************** ~
I(j'
.
RT.I{CTRTCIAN COKPANY
State Cert. or Regist. f
SianAture City License Registration .
******************************************
PLUKBER. COKPANY
State Cert. or Regist. .
Signature City License Registration t
******************************************
MECHANICAL COKPANY
State Cert. or Regist. f
Signature City License Registration .
******************************************
()1'R'I{R COKPANY
State Cert. or Regist. .
Signature City License Registration f
******************************************
APPLICATION APPROVED BY PERKIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake wort, they lay 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 iii' 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, tbey are advised to contact the City of Zephyrbills Building Departlent, (813)
188-6611.
FurtherlOre, 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 sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wort. 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 per.itting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
,..'
,
D. CONSTRUCTION LIEN LnW (ClmPTER 713, FLORIDASTATUTES~ 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 Departlent of Agriculture and ConsUler Affairs. If the applicant is sOIeODe other than the
"owner", I certify that I have obtained a copy of the above described docuaent and prOlise in good faith to dellver~Jt tu the
"owner" prior to cOllencelent.
E. CONTRACTOR' S/OWNER' S AFFIDAVI'l'
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, loning, and land de~~~oplent.
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that DO worl or
installation has cOllenced prior to issuance of a perlit and that all worl will be perfoIJed to aeet standards of all IllS
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDIental agencies laY apply to tbe intended vorl, 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:
· Departlent of EnviroRleDtal Regulation - Cypress Bayheads, Netland Areas and EnviroDlentally Sensitive Lands,
Nater/Nastewater Treatlent
· Southwest Florida Nater Hanagelent District - NeIls, Cypress Bayheads, Netland Areas, Altering Natercourses
· ArlY Corps of Engineers - Seawalis, Docks, Navigable Naterways
· Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - NeIls, Nastewater Ireallent, Septic Tanks
· US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit, issuance.
. A perlit 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 is~u~ce of a perlit prevent the Building Official frot thereafter
requiring a correction of errors in plans, construction, or violations of anl code. Rverl petlit issued shall becoIe invalid
unless the worl authorized by such perlit is cOllenced within six IOnths of issuance, or if worl authoriled by the perlit is
suspended or abandoned for a period of six IOnths after the tite the work is cOlleDced. One 90 day 81tension of tite, lal be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARMING TO OIINER: YOUR FAILURR TO RECORD A NOTlCR OF COMHENCEHENT HAY RESULT IN YOUR PAYING TlflCB FOR IHPROVIIIBIIS 10 YOUI
PROPERTY. IF' YOU INTEND TO OBTAIN FINANCING, CONSULT NITH YOUR LRNDER OR AN AnORNEY BEFORE RECORDING YOUR JOIICE OP
COHHE KHENT. JOBS UNDRR $2,500 IN VALUE DO KaT NEED TO RECORD AND POST A "NOTICE OP COMHENCKKENI"..
~ 'fi;l~,JtM~1
SIGNA K: NTBACIOR
, I
STATR OF FLORIDA
COUNTY OF
The foregoing instrument
before me this
was acknowledged
, 19_ by
STATR OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19 by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
[DC:f; 3EAI.l
FRQN T AND Sl!)€ eo TI CI.I RAlLS
...TiA~ED TO CONI~(i! 'tl\i"~
1/'.>:2 1/" IJ:A$ONR'f ClJIO< SET
o S' FROIol EA~ PeST .......D 2"
O.c.. !.lAX.. ANO wALLS A 1ooIJN, l'
FR()I.j fJX;€ OF CONO<S!
1 - >:2 - .0 0<<" OPEN SAex
ATiA~ED TO F"RCNT POST
....1'\-; "'0 . 2" SUS IoIU
5" FROI.l EA~ PvR1,.IN
AND 2'" Oc..
SlDE: WAU. HE~ A T7.t.O-iED TO
,. . 2. . 0.04'" OR ~ lOo1~
1.41'"', 2 (10 . , 1/2" $lJS
SlOC wAU ~~S ATTA~ED TO
," . 2" . 00<<" co>VI BAO<
'M1'\-; J.4I~ 2 (10 . , '/2" SUS
IN sa::: E'*' eosse: S
rR(:N T WALL PIJRUN
TY?ICAL CORNER DETAil
, - '/'"x'" LAC eCX,TS 8 t AUJUlNU~ COVER CR
'fIt/ , 1/'- F'E."D~ wASHS~ L, " .---:-r 3- STRvCT1.JRAJ.. !-o"SULATtlO
P-;:R " P A."iEL A~S i"rl(. A!.UUlNV~
~T ,.....D 2" O.c.. Al:>iC l
~S ('JltAl.."<-ON) ~ - HEAOC~ AiTAO<[D TO i>'OST
[!J W/ 1.l1N. 2 f10 x , 1/2"
""'"','. d:H~OW / 1]:~ ;:';,:,:'~".
S<:r $?",,"i ,ABLE H!:.~~ _ HOUC'N S2E 9....'" iA3l.f$
L L,.
-.:!-- ........j F' OFt SN.4? E:X7'R'_ '$JON S
CH,<.;R P.All A.'1D KJex ?LA iE , ~
2.>:2"x\l0<<. HOU.OW R.AlL U CHAJ~ ~All.. An.t.O-iED TO
?CST W/ \11M. 2 (\0 . , '/2'
~ ~ IN so:<!'f1f ~S
i>'OST AT'TACHf;D TO 90no... ____, ,'" . 2' . O.~. ~N SAC<
w/ I.l~"". 3 f10 " 1 1/2' ~
IN SC;R:fw 80~S _ ~ BOnc-.l RAil
,/," . 2 '1'" I.lASONR'f ........
A."IO<O~ 0 5" F'RQI.I V. C~ ,.
i>'OS T A.'lO 2'" O. c.. WAX..
TY'?ICAL UPRIGH T DO AlL
4'
ANCH~ ," x r x\l,O<<. ;>LAIt:
TO CONCRETtI 'Mi"" 1/'" . 2 \/2"
~~It: A.'I01ORSlI/li",;L'o; 0" >Y
EA~ S<< OF ().Q-; ?OST 0 2'"
0, e. I.(AX. iY ~00l ANGlE 0
2'" O.C. WAX.
2".r _ ~ ~ TABLE
J f1 0 x ," $).IS INtO ~ StOTS
," . 2" EXTRUSON
1 1/S' IIIN. IN ~iE
I.CIN. 3 , /2" SlAS 2500 ?'Sl CONC.
6~-1oYl0 W.W.M. OR ~ l.IES.~
POST 10 SASE AND POS1 TO BEAM DETAIL
2" x 2" OR 2" . J' OR 2" ~ :>OST
.....'1Q-1~ ," x 2" .0.0<<" ;:>',-" It:
iO CONCREre: WI1'\-; '/'" . 2 1/2"
CONCREre: A,'IQ;QRS 'lI/li"HIN S' OF
EAQ-I S/O€ OF ()'CH :>OST 0 2'.
O,C, I.\!\X. OR 1'\-;ROUOOl A.NCU C
2'" O,C, I,,(A.X,
I,,(lN, ~ \/2' SlAB 2500 PS
5~-'oY10 W,W.I,,(. Co'l n8(R
2" . 2" x '/8'" ANCU ~ SlOE:
ATiA~ TO POST AND ~TE
Ai "~AD BEARlNC wA.Ll \of.~
2 110 x 1/2" $l.t$ e:...0' SIC(
,. . 2- EXTRVSlON
1 1/8' 1.11."<. IN CONCRE;r
ALTERNATE POST TO 8E4.M AND PLATE TO CONCRETE C~7':"il
~. ,,1- 6(-'U so: TI-8lE 4
O\l(~""",C V~S +
2'-0' IJ:"-X.
-t
I
~ 1/2" sv.a QI;
~ <Y RA.:$W
rOOTINC
y
IlAX.
~i ," ~"
~1'H '4
VA.RttS ~O l.l"-x, (E EV. ~ <Y ON GR~\
. -H.
i1'?ICAJ.. C<...A.SS ROO\.l '''''~ SCUO ROOf. TY?ICAl.. ~T I,o\~,* ~~\~
" (H~ Cii T ~ IJPPJCii T rS l.l(A StiRED F'RQo.J
TO" Ck I - xZ" ",-" re: TO eo ncw OF wAU so.w)
O,~ ,i w/2 [WI' ~ ~",:'
AlUI.ll...u.... PA.NEL CO~ -----IT ~ ~-;
IJ'l
2~ x__ S!",JoJ.I ANO w..u"''lS
IJ:AX., COlU1.lNS, SP AClNC
St:E TABLES
I.;>
~
""'~O<<l. % 8
l
,
"W' VARIES
NOTt:S:
\. AN~iY 1" x 2- ~ eAO< ::x1RVSlON W\i"r\ TA,:>C:O-< 1/'" . :: 1/4. L-<:-lCiM
OR EQUAl I.(A;(, Ck 2'-0" O,C.
.....>.JCH<Y TO WALl. lOo1~ , 1/2" (10 ~ wn; WASHER'S 2'-0" OC. SPAONC
ANQ-Ia:! 3(.>j,j AND !XX.Ut.lN IOIEI 6(,'-101 WI n; A.'IQ-IOR Ql?S ....'10 (\ 0 SCRfWS
....... D 'II' ASH e:;;:s
:: '-I1N. Sl..AS n-lIO<NESS FOR StA3 Ct; ~.ADE is :3 '/2- CON~EiE
3. sc:u: C T FRON T 'II' AU 6EAJ.I ~~ T AaLE US:NG [.ARC(R -A' V AlI.IE CF
w/2 OR W/2 + O.H..
" . W" 1$ o...E AR 01$ T ANCf: F<<Q1i HOST Sl'RLiC TURE TO FRON T'" AU. El(..I..U
AlLNINlJIoI A. iT AQ-{l.(EN T
'/Z' '-liN,
:3 '/2" CONCRf:TE StAB 5>:6
'oi.F, iY f'16ER I.l€~ ~Tt:
--ts
~
I
l
'J~.
v....~e:S
s
L#~
\1SOfJENE V A?CP. ~ UNCO-R StABS
HAVING STRUCTURES ABOVE
wE:LL C()I.@ACTED CU:""'1 FlU O~ $A~F1ct'D
~ n..'RAl. SOl. ~ ~ I'M: OCNST'l'
CONe. Fl..LED BlOO< STEl.l WALL 8x8.15 ~u
o.r,r CONC. F'ooTlNC 'Illi",. 1 15 CONT,
LOCA TE QI; UNO!S TURS(!J NA i1JlW. SOL
1 #5 Vf;Ri, AT COI'<N~ .....'10 0 10'-0- o,c.
RAiSED PA 110 FOO11NG
OPTIONAl.. CONC~Ere: CAP
BLOCX <Y i3RlO< --....
, 14 9AA CONTINUOUS
A.'lQ-lOR A.Ll.I!.IINI.AA f"RAME
TOw "ll. OR SLAB '11I\ n;
1/4". 2 '/2" T~ O~
EQI..;Al 5' T AP<"~ S iYl.! OR
8" , 8" . 15- 8lCO< WAU
j
,
l.l.v:l!./U!./ OIF"FtRENTIAL IN .'2"
SO\. H~'Cl-: i
I
:'. ,.,D---
t-W~
1 f4 :I AR ... T CORNERS AND
"-0. C.C. i'1u. ctu.s AND
KNOO< OOJT BlOC!< '7/y
C:):;RSE "11'11"H .>000 PSl
Pl:A ROCK CONCRETE
2 fU ElARS UIN, 2 1/2"
OfT CoCROUNO
KNEE ~AlL FOOTiNG FOR SCREENED ENCLOSURES
1
0.0\9" A.L\)\.llS\;I,j CO~ ;>"'... 0;< W-<TINUOUS
'oN
~
~
f8 ' S/8" CORROSION Rt:SlSTIII(
W A.$l-I ER HSAeED SCRf:"'Of$ 0 2"
oc. AL T"ERNA TE f8 x S/8" $),iS
WI 1/2" !)W.lETER WASolER
TYPICAL PANEL
NO TE S;
1. iNS T A.U.. RIO 0 F OAAI iNSU LA ilON I ~O Al UI.Il NI.I'W R:()IY P A."I.
2 COVER INSl!\.ATIOl'/ WIn; 0,019" PROTECTOR PA.""-tJ. ""1"H OIlER'...A?PlNC ~s.
3. INSULA TICN PANt:!. SHAJ...L BE o.osm WI~ Al!..!I.IL"IV'-I (,'10 CAP TO st:O,JRE P\..AC8<It:NT
A."I0 TO DISC()fJRA(;t ~E NESTINC OF WlL.."UrE AHO OR INS(CTS,
" PROTtCTQR PANEL 'MlL 3t: X:OURm 3'1' p! x S/8" o::RROSlOl'/ Rt:9STIII( wAS-lER
HtADED s...~ws.
5. SCR(,* P,H7ERN 'MU 8E 12" QI; "ll. PERII,,(ETER'S A....O 2'" a.c. nn.D QI; ~ PANEl_
S. Al!..!I.tlNUlol ENO CAP WILL SE ... Ti A~ED \',\ i"~ ~ #5.1/2' CORROSOt< RtSlSTIVE '1f(A.SH~
HEADED ~'"WS
j, st:Al.. AU S<::R(w KEADS WIn; CAUU<lNG
I.
F' ~ D€:Tt~,llNED ? A.N OR C().(?QSli! PANEL$.
3ASeD CN C(N$~C7'lON / IJ$E CCRROSlOt< RESISTIVE ~ PAN$
~ HOST S~UCi1JR("'N~Cf'fD '*/ f10X1/2" 0 ~(?,..."1 INTO .'
~ Rt:CEIYlNC CHANN8. ,A,/o/D 1 f10x1/2- 0
HOST ~ RlX( CAP CO'INECilO'oI TO RfctrYING
Si'RVCTVRf: 0 / C--:ANNfJ.. CQI.I?C'SlTt PANUS use:
OR F'A.$C!A , t' 71/'" 1+1/2. 'M~ ,/," WASHEr<""S SCREW
, . _ _ <, ~R'CXJGl' Rt:C(JvtNC CHA....NEl. FRQI./ TOP
CONNE:CTICN Rt:OOJIR8:i u............... ! CAULK AJ...L CCNNECilON$.
(sa OCTAll) "-........ ~CED OR ~EiAl HEAD"..R
0,0.32" I.lIIi.
CONNECTlON TO HOSi STRUCT'uRE
HOST SiRVCTUR( OR F'AOA & SVt3-F'ACl.4 C'Ct'iS€C7lOf; R(OIJIR(I.lENTS F'iY VARlOI,.lS
LOAD CONOfnCNS
LOAD c:::;NOli1O\'$
WINO \iELOOT'l' LOADS D(AD + ~ LOADS
cuss ROOwS
HOST SiR\)CTUR( 100 I.lPH nO IJ:PH 120 ~ 221/'* 321I'Y 57,/SF
1. CONCREre: 1/,".,-1/8" CQ!ol<Ytre: SCR(\flS 0 12" O,C.------>2 0" O,C.
2 'JIoIOOO F"iWoIE '/'">:2" LAC SO".fWS 0 S" O,C.------------>Z 0 I. C.C.
~t>I..V''''''I'1.. ANC ~TS
HC$T STRVCTURf: 100 I,,(PH 110 I..lPH 120 io4~ 2211'* 3211':F 57'1':F
,1. CONCRETE l/+"xl-l/S' CON<YtTE SC^E'/rS 0 '2" O.c.------>2 0" O,C.
2. \110OO ~~ 1/."xl' '-"13 ~WS 012" 0.C.----------->2 0 l' 0.;,
NOTES: "lliQOO STFIIJC1\IR!S SHOULD CONNECT TO TRt.;S'$ BUTTS OR no{( sue F'AOA
~lNC ~tRE POSS81:: ONL 'I' 15~ OF SCRE'~ CAN BE Ql..;TSlDE THE
i'RUSS 9UTi'SfSU6 r AO~ .......0 f1'1Cs( A.~E.~S ~Al.~ HAvE DOuBLE ANO-lOR'S
AU S~E'N$ iNiO 1'\-;E HOST ST~UCn:Rf: $riAL.!. HAvE '-111'1 1-1/'" WASHER'S
OR ~AU B( WAS:-'1E~ HEADEl S~E\flS.
NOTE: NO F'ooTING ~OOJIR(D ::XCVi '1lHE~ ADDRESSlNC ER090N
2'-0' 1ol1N. "'IN. 2SOO PS CONC. '1'1/
BErQR!: SloP€ 61<15-10xl0 ~',J(, uEs;.; c;<
r--t F'16E~ ~E ~ TYP1CAJ,.
~ 1 IS BAR CONT. i #' BAA CONT
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o - 2"/'2' 2'/'=' - "-10' > "-10'
SLAB JE'TAllS ADDRESSJNG C~CSION JOB NAME
ADDRESS
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DRAWING If. FOR 1 PERMIT ONl \(
T- 5'
5'- a"
s' - ,"
T- ."
S'- 0"
S'- r
7' - 0"
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4", 0026"
4", 00.)2"
7'- 5'
6'- 8'
S'- 2'
8'- 8'
T- g'
T- "
7'- r
5'-11'
S'- 4'
~'- ~"
8 - ,
T- 5'
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1- ~"
s'- ,.
8'- S"
T- o'
7'- I
S'- .'
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1- "
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1"- 0"
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9'- J'
8'- ~
I-I'''"
f- ~"
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TA8l! 2: i4M~ w.w ~~~ so~rou, CUSS RQ().(S., UTlUT'T' ROC\.CS.
~EOS J.J4Q on-o ENO..osm STRVC~ wI SCUO ROO"S
A!.WlNUW B(A.wS ~ 606J T -6 AlLOY ,
~ fOR SP~ '"L" ~ ORA~ US( LOAD M01l-i .. ...../2 + ox
2"x ,"x 0.000" Tl.T ~ LOAD WlO1l-i .. 14'/2 + 2'O,H. .. 9'
lOAD ..1l-i .. 9': LL 0 VI/SF BEAiof' SP~ .. ,'- ,"
8(A.I.l SIZE BUJ.l SP~ ~ 0(SlG:'(A1U) Lo,ocs
8(A.I.l U\ot LOADWINO LOAD
LOAD foo()1l-i Z21/SF 321/SF ' 1 QQ WHII 0 IGH 120 I.IP\1
2",( 2"x<3.~" ~X1R\JSlON'"
~' ,5' -10"
~' 5'- ,"
I "-11-
e' ,'- r
9' 4'- ."
10' 4'- ,"
1" 3'-,,"
2"x 2'"~ 0.050" E:XmiSlON
5' 6'-'" 5'- 0" 5'- I" .'- r ,'- S"
S' 5'- r .4'- s' 4'- r 4'- 2" $-""
I 5'- 2" ,'- 2' 4'- S" S-\," S-"'"
8' "-'0" 3'-11" ,'- 0" J'-"'" s- 4"
g' EXAl4PlE ,'- 6" $'- 8" $'- g" $'- s" S- 2"
,0' ,'- ," 3'- 5" S-"'" S- 3'" $'- 0"
,,' 4'-" $'- ," $'- 5" 3'-," 2'-10"
2"x 2"x 0,093 DeT CR2"" S"x<l050" 'llLT B(.4J,I OR 2"" 3'",,0.050" EX'ffi\.JSION
~' 8'- 0" 6'- s" 5'- S" 6'- 0" 5'-"'"
o 7'- ," 5'-11' 6'-'" 5'- s" 5'- \"
I 5'- g" S'- S" 5'- r S'-," ,'- S"
a' 5'- ," 5'- 2'" 5'- S- 4'- 9" 4'- 5"
9' 5'-1'" 4'-~" "-11- ,'- 0" 4'-'"
'0' 5'- 8'" ,'- I ,'- S" 4'- S' $'-11-
,,' 5'- 5" ,'- 4' ,'- 5. ,'- 0" $'-'0"
3" x 2'" x 0.050" EXTR\.ISlCN
5' T - 5"
S' 5"- 9"
I 5'- S-
8' 5'-10"
g' 5'- S"
'0' 5'- S"
,,' 5'- 0"
3"" 2..0.070" ~
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S' T- S"
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s' 0'- ..,..
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10' S'-I1"
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2'"" ,- x 0. 050'"" TIL T BVJ,t
5" g' - g"
o a'-ll"
7' a'- s-
8' r- g"
g' r- S'
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,f' S'- r
2-x 4~x 0,1)<<"" 0.\20" SoIoL8.
5' 12',..\0" 10'- S" '0'- 8'" 9'- S" s'-t,-
S' ,,'- S" 1'- S" 9'- 8" a'-10- e'- 2-
7' 10'-10" 8'-10" 9'- 0" 8'- 2" r-..,..
s' '0'-'" 8'- 3" a'- s" r- e" 7'-,"
9' 9'- S" 1- 9" 7'-,," r- z" e)-~"
10' 9'-'" 1- S' 1- 0" e)-10' S'- 4"
,,' 8'- S- 1- 0" 1- 2" 0'- 5" 5'- 0"
,. THE SIolAUtR SPAN fRCt,l TWE LL OR THE: ',l/\NO LOAD TPoBLE CQ\lERNSo
.
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.',.. 4~,
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S- 6"
$'- 4"
$'- 2"
0- I"
5'- 6"
5'- I"
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,'- 6"
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6'-10"
5'- so
5'- g'
5'- S"
5'- ,"
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4'- r
8' - 0"
r- 3"
6'- 9'
6'- S'
S'-1'"
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5'- 4-
4'-1~
4':" 5"
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3'-10"
3'- r
$'- 5-
3'- 3"
6'- 2-
5'- ..,..
5'- 2"
"-10"
4'- ..,..
,'- 4-
,'- 2"
5'-" "
6'- 4"
5'-'0"
5'- 6"
5'- 2"
"-1'"
4'- e-
8'- ,"
T- 5-
6'-10"
0'- 5-
0'- 0"
5'- 9"
5'- 5"
,'- 5"
,'- 0"
S- 9'
S- S"
J'- J"
$'- ,"
2' -11"
5'- r
5'- I"
,'- 9-
,'- 5"
4'- 2"
3'-t'"
S- g"
6'- 4"
5'- g"
5'- 4"
5'- 0"
,'- 8" .
4'- S"
,'- S-
T- 4"
e) - 9-
6'- S-
5,'-10"
5'- S"
5'- 2-
"-II"
,'- I"
S- 9"
S- 5-
$'- 2"
S- 0-
2'-10"
2'- 9"
5'- 2"
,'- g"
,'- 4"
4'- I"
$'-10-
S- s"
3'- 6"
5'-'0"
5'- .-
4'-1"
4'- r
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,'- I"
S-1'"
5'-10"
6'- 3-
5'- g"
5'- S"
5'- ,"
4'-'0"
4'- r
TABlE 3: IoIml.l\ftol He;lCHT ($ ~TS rot SCREEN N<) ClASS ~
E:XTRvS1lCN'S !oNO SUI IolA TM; 8(AJJS CF ~ T -6 ALi.Ml'MJ Al.l.OY
USINC SCREEN P-*'El. "01l-i Y (sa: Tl'i"1CAl.. ClASS ROCU ORAlIlNC). snEeT
~ REOU1R(I) ~ itlE WAX K(lCHT ~ FCR EACH EXTR\JSlCfol
'WIO 1l-i -....
43- 5-4" 50"
~.
42"
~"
n"
7e"
va.:: I: tJMl\I1J14 SPA1'IS t~ STANOARO .....v\,j1N!J1.l ~OOI=' P....~(lS ~
3105 H-l' ~ ~-25 ,a.uoy
'<lINO LO...oS ~TS, S<::RtE:N R<<lU'S. """0 OiKE:R O:>~N BUr!.DiNC$
O.H. CONOl nON NO 0, H, l' 0, H. 2' 0, K. 3' 0, K,
'-1/'",,_0,025-
100 /.4PH w. L 67'.- f.'
"0 UPH W, L 5'-,'
, 2\l UPH W, L,
, -II." ",-0,0.32"
100 /.4PH W. La': 5:
, , 0 uPH W, L, r IS
'20 l.lPH w. L 5'-10'
1-3/4""_0.025"
100 l.l?H W. L.
110 l.l?H W, L.
'20 l.l?H W. L
1-3/.",_0,0.32'
100 l.t?1-1 w. L 8'- 9"
liO L.C?H 'II, L. T-l0"
, 2Q l.t?1-1 W. L. T - ,.
J"]U), 0'26 "
'00 !oIPK w. L. Lf- 1"
110 l./PH VI. L 11 - g"
\20 l.I?~ W, L. 10'- S"
3",,_0,032'
'00 !4PH W. 1_ I~'- ~ ,~'- ~
"0 l.t?H w. L 13'-10 I. - 0
'20 l.lPH 'N, L 12'- S" '2'-'0"
u\IE LOAD: .a.u 9UILDiNC T'r?(S
0."', CCN~nON NO O. -H. " 0, K,
1-1/.-,,_0,025"
20 #/SF L. L 1- 0-
30 IISf' L. L S' - 9"
1-1/.-,,_0.OJ2-
2'J IISf' L. L. S' - J"
30 IISf' L. L 6' - g"
1-3/4",,_0.025"
20 IISF L. L
30 I/SF L. L.
1-3/." "_0.032"
20 IISf' L. L.
30 Its' L L
3-"_0.025"
20 I/Sf' L. L 13'- 3-
30 IISF L, L. 10'- g"
3",,_0.032-
20 Its' L.. L 15'-" '5'- 2" 15'- I 15'- 2'
30 IISf'L L. 12'- J" 12"- 5" 12'-11" IS- S"
I, TOiAl.. R'XF P.......u. 'MOTI'i .. ROO\l 'MOTI'i PlUS WAlL 'MOT'rl PluS O\IE~""''IC.
2. T"ME: S1.i...u..ESi ".....uF: IY 11-\( 'tdNO LC-AD T'A3tr CR rne: LL. TASt! GOVERNS.
iABt.! 1: l.l~'-'1.I $?ANS FOR STAN1)ARtl ALt..'lol.M..o1.l RQCF PANELS IY
3'05 H-28 -'lLoy
WINO LOADS; CAR?CRi'S, SCRf!N ~s, ANO 0T"1'iF;'R iY(N 8lJIlDING$
O,H. Ct;t;0l il~ NO 0, H. I O,H. 2' O,H. 3' OX
S' "O,O~- 100 IJPH 'M,L !S'-11" 10'- ," 10'- 5" 17- 0"
"0 l.lPH W.L. 14'- 3- ,.'- 5" 14'-10" '5'- S"
120 lol?H W.L. 1.)'- 0" 'S- 2" '3'- r 1.'-.-
3. " 0,0.32" '00 l.I?1-1 W.L 1S'-10" la'-,," 19'- S '9'- 9'
110 14?HIf-L 15'-~0" 10'-11" 1/-~" li-1"
120 lol?H W.L.. '5'-." 15'- S' 15'-1'" 15'- S"
U'-€ lO~ AL!.. aUI\..)lNC i"T?€S .
O,H. CON~nON NO ox " 0.11, 2' ox 3' O.H,
3- "O.O~" 201/'SF 1..1.. 10'- ," 1e)- 2" 16'-"'" 'T- 2"
30IfSF LL 1S- I" I$'- so 13'- S" '4'- 5'
3" x 0,0.32- ZO//"'SF LL 18'-" '8'- 5" 18'- 9' 19'- J"
3/J1/'SF LL '.'-11" '5'- I" '5'- S" 15'- 1"
1. TOTAl.. ROOF ?AN8. ',lfIQ'tH .. R()OY 'M01l-i PlUS WAll. WOT"1'i p\.US O~,
2. 1"'ME: ~AJ..LEST VALUE ry 'tHE '!liNt) LOAD TABLE CR T"1'i( LL. TABU: CO~So
TA&! I: J.lA.lOl4L;\A $?AN$ FOR INOVS'iRY STANDARD A!.'JIoCINI,,1.I ~POST( RQCF
PAN8.S W!31 C5-H14j1-i-25 A!.1..'lolINUW ALLOY ~ tl-i1NC &: 1.01 EPS o:::Rf:
""NO LOADS
CAR?ORT'S, SCREEN ~ VINYl. RO:f,IS, ANO OT"riER OP~'" SUIl.ClNCS.
Q,H, CONDITION NO 0,1-{, I' O.H, 2' O.H. ,3' O,H.
3"x 0.010" '00 I.@H w.L 1S'-~" 15'- S" '5'- 10" 1S'- 0"
"0 loC~H 'N.L. lS- 9' ,,3'- 11' l~'- ." 15'- O'
120 1oI?1-1 W,t.. '2'- 5" 12'- S. 13'- 2" '5- ,,"
J.x 0,032" 100 U?1-1 'N.L. 10 - 8'" , 6'- g" 1 r - 2' , 1- 9"
"0 loCPH W,L 1.'- ,," 15'- 0" 15'- 5" 'S'- ,.
120 loC?H '''L.. 13'-"'" 13'- 9" 1.'- 2' 14'- 10"
."" O,02S" '00 loC?H 'N.l, '5'- S" '5'- '0" '6'- 2' 10'- 10-
110 loC~H 'N.t.. ,.'- 0" 1.'- 2" 1.'- I 15'- 3"
'20 "'PH. W,L.. 12'- 10' 1,3'- 0" '3'- 5' ,~'- 2'
4'x 0,032" '00 loC?1-1 W.L '8'- S" '8'- 10" 19'- ," '9'- r
,'Q..loC?1-1 W.t.. '5'- g' 16'- 10' ,T- 2" ,,- g'
'20 loIPH ''"'L. 15'- 3" 15'- 4" 15'- 9" 'S'- .'
IJ\ot LOAD (INQ.uOES 2 11$1 DEAD LOAD)
AU. 6\JILDlNC T'T?ES
3", 0026-
nllSF 1':5'- l' 1.3'- 2' ,s- 8' 14'- 5"
321fSF 10'- '0' ,,'- 0" 11'- 5- 12'- 5"
22//$1 14'- 2" 14'- 4- 14'- 9' 15'- s'
32#1SF 11'- 9" 11'- ,," 12'- 5' 13'- 2'
221/SF ,y- S" 1.3'- S' 14'- 0' 1~'- S"
~21iSF , ,'- ," ,,'- 3" 11'- 9' '2'- 7-
2211'SF 15'-'" 1S'- 0' 15'- 5" '7- 0"
3'211'SF 13'- 2- 13'- 4" 1.3'- 9' 14'- S'
" 70TAoL ROOf p.......n WlOT1-1 .. 1<00\0 'HlOtl-i ... WAtL ""0T1-1 .. O'vt'RHANC
2 ....e: '-E:S~R SPAN Of \lIINO LOAD OR Uv( LOAD SHA!.L ~RN,
~
2." ,II: o.e<<.
g'- r 1(... 6. 7"--"" 1- 0" r- '" 0'- g-
2"x 2'"x o.~"
10'- 2" g'- 5" 8'-10" a'- 2" 7'-11" r- 0" 7'- 2'" 6'-It"
2"x 2'"" 0..09.S'
12'-10" '1'-11" 11'- ,- 10'- S" 9'-11" g'- 5" 9'-'" a'- 8'"
J-lt Z"X 0..050-
10'- e" 9'-11" 9'- 3'" e'- 9" 8'- 3- 7'-1'" 1- 5" T- S-
2'"" 3'"" 0.050-
'2'-10" 1"-11" ,,'- ,- 10'- 0" g'-,," S'.,.. 5" g'-," e'- 8"
S'" Z"X 0.070"
'$'- 8'" '2'- S" '''-10' ,,'- 2" 10'- 5" '0'- I" g'- 8" g'- S-
NOTtS; CLASS f<OOWS 1l-iE ADOI~ CF Al'l ~IMNUoI ~( WINOOWS wi CLASS
,PANtS ~T ARE C€SICNtO TO "0 \,/PH \lllNO LOAD RE~TS TO THE:
~ U?RJCHT SIZES ~ 11-iE STRENCn1 so ~ T AOOl'!lCfolAl
F'RAUiNC rS NOT REQlJIR[D,
ANQiCR Al.LOWABLE LOADS ANO UAX.. LOAD AR(A FOR ANOlCRS
AN~ INTO v.QOO FCR o:>t:N BUllDINGS
AlLOW.A8tE LOAD I WAX.. LOAD ARtA (SoF,) 0 120 1U'.l'i. WINO LOAD
I ~ ANOlQRS I 2 3 4
()W.l('T(R ANQ-lCRx !:UB(OM(NT
,/," " ,"
1/4- " I 1/2"
'/4" " 2 1/2"
5/'0" " I"
5/10" " 1 '12"
5/16'" x 2 '/2"
3/8" x ,"
3/S" x 1 '/2"
3/8" x 2 1/2"
]g21/~ $.F, l,05eII~ SoF.
1.188//57 $.F. 1~//75 $.F.
1,9801/94 $.F, 2.64<11/126 $.F,
93611.s So.. '.248//59 So..
1,4041/67 SF. '.8nl/89 SoF.
2.J4C11111 SF. 3.12Ol1'~ $.F,
2641/13 S...
391$1/19 $...
660//31 SJ.
31211'5 S.F,
4U1/22 S...
780//37 S~C'.
S28lm SJ.
ml!~ $.F.
1,320//5.3 $.F.
S241/3'J SoF,
9361/45 SoF,
1,5&01/74 S.F,
356//'7 S.F. n21/'34 $.F. ',068//34 $.F. 1,4241/6a $.F.
~1/2S SoF, 1,06a/(S1 SoF. t.6C21f7S So.. 2.136/;102 So.,
890//42 SoF. 1,780/;a5 SoF. 2,6701/167 $.F, 3,560//'69 Sor.
AN~ HTO ~TE FCR ~ 8UllDlNGS
AI..lOWABlE LOAD / I.IAX. LOAD ~ (So.,) 0 '20 1l2.H, 11IM) LOAD
1 CF ANO+(')RS I 2 3 . ,
Dt/o.IJt:TER ANO-IORx !:US(DU(NT
'1'" x I '/2" 7571/'YJ S.., 1.514//39 S.F, 2.27'1 #1'08 $.F, 3.02el/'~ So.,
3/8" x , 112" 1,0501/50 Sor. 2.1141/:>.3 So.. 3.17'111'~' SF, '.2281/201 Sor.
'/2-x 2 1/4" ',~I/S9 Sor, 2.8a0//1J7 $.F. '..3Z9I/"1!X> $.F. ~T72I/2~ $.F.
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