HomeMy WebLinkAbout94-4236
BUILDING PERMIT
Permit N~
~~
Pmperty Owne' fk ~ ~
Job Address: h 9, (A ... ~.
Parcell.D. #
CiTY OF ZEPHYRHILLS
(813) 788-6611
4236 13
?--lr-9 y
Date
ELECTRICAL
MECHANICAL
PLUMBING
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work _ ~A ;P'~ ~
Radon Gas: ;2, 70
FINAL
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordart::'e with City Codes and Ordinances.
Valuation or
Contract Price c2../ if 9 f. n
City License Registration #
State Certified License#
~~~/ (~
Lintel
FRM.
Insul. CL
WL
Driveway
Inspector
ff
Permit Fee
Signature
Company
Address
.
3p'~
Telephone#
78~7qql
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
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.
"'j
.
1-:",
TABlE 1: lIAxtIluV SPANS rOR SCREEN Roor BEAUS ~ AlUUIN(JU AlLOY 6063 T-6
rOR SPAN 'l" or BEAll; USE SCREEN PANEL 'MOTH 'W" rROU DRAWING.
EXAUPlE:
SCREEN PANEL WIOTH 'y('. .';
llAXlUUll 'l' rOR A 2"x .'x 0.044", 0.12" SIlB. 23'-10"
IIOTH ..". ~' .. ~' 6' 7' 8' g'
ONE PIECE EXTRtJ!:IIIJis rOR PURlINS a: BRACING
2"x 2',0.04.',0.12"
10'- O' 8'- r 7'- g' 7'- l' 6'- 7' 6'- 2' ~'-10'
2'x 2"x 0.093' OR 2'x 3"x OOSO' EXl
13'-11" 12'- 2' 10'-11" 10'- O' 9'- J' 8'- 8' 8'- 2'
SELF llAnNG BEAMS
2'x4',0.044'.o.120'
27- 4' 23'-10" 21'- 4' 19'- 7" 18'- 2' 17'- 0" 16'- O'
2'x~".o.~".o.12O"
33'. 6' 29'- g" 27' -11' 2~'- I" 23'- 7' 22'-~" 21'- 5"
2"x6".o.OSO"x0.120.
31- 6" J2'- 6. 29'- 9" 27'- o' 25'- I" 23'- 6" 22"- 2"
2"xr.o.OSO".o.12O.
,"0'- 9" 35'-11. 32'-.r 29'- 7" 21- 5. 26'- I" 24'- 3"
2"xS"xO.070".o.224" " '
55'':3" .8'- 0" 4J'- J" J9'- g" 36'- I" 35'- 4" 34'- 8"
2"x9".o.D70".o.224'
59'-10. 51'-10" 46'- g" 42'-11" J9'-11 " 37'- 6" 35'- 5.
2" x9" .0.070" .o.JIO"
66'- 5" 58'- 2. 52'-." 48'- 0" 44'- r 41'-10. 40'- I"
SNAP EXTRUSIONS
2"x2".o.044" 11'- 5" 10'- 0" 8'-It" 8'- 3" 7'- r 1- I" 6'- 8.
2"x3".o.045" 15'- 0" lJ'- I" 11'- 9" 10'- 9" 10'- 0" g'- 4. 8'-10"
2"x4'.o.045" 2J'- 2" 20'- O. 18'- I" 16'- 6" 15'- J" 14'- 4" 13'- 6"
2"16".0.064" J1- 2" J2'-10" 29'- 6" 21- 0" 25'- 1. 2J'- 6. 22'- 2"
2"xr.o.078" 43'- 2" J1 - 9" 34'- 0" JI'- 2" 29'- 0" 27'- 2" 25'- 8"
AIlO\( SPANS DO NOT 1NQ.Ul)[ LEH1>TH ~ KNEE BRACE. ADO HORIZlJITAl LENGTH ~ KN([
BRAtE TO ABa\{ SPANS rOR TOTAL BEAM SPAN. SEE TABlE 4
PURLIN SPACING SHAlL NOT EXCEED 6'- 8" (4Ox WEB THICKNESS). rOR BEAll SPANS
GREATER THAN 40' THE BEAll 0 THE CENTER PURLIN AND ONE PURlIN rOR EACH 10' ON
EACH SIDE ~ THE CENTER PURllN SHAll INQUDE LATERAL BRACING AS SHOYtN IN DE TAlL
lJI PACE 6-16. (.S' SPAN W/ PlJR\.INS . 6'- 8' O.C. THE CENTER PURlfNAND 2 PURlINS
EACH SIDE ~ CENTER NEED lATERAL BRACING)
TABlE J: lIIMIMI 1 SCREWS rOR CONNECTWC ROar BEAlIS TO WALL UPRIGHTS
ALUUINUU AlLOY 606J T-6
BEAM SIZE UPRIGHT SlZE(IlIN) lllN. 1 a: LGTH ~ SCREWS REQUIRED.
2"x J' 2.x J. 4 , lOx 1/2" DOUBLE SHEAR
2.x 4" 2"x J. 5 1 lOx 1/2" DOUBLE SHEAR
2.x 5" 2". J" 6 , lOx 1/2. DOUBlE SHEAR
2". 6" 2". 4" 8 , lOx 1/2' DOU8lE SHEAR
2". r 2". .' 12 , 10, 1/2" DOUBLE SHEAR
2', 8" 2", 5' 14 , lOx 1/2" DOUBLE SHEAR
2', 9' 2'. 5" 16 , lOx 1/2" DOUBLE SHEAR
· RfJERS TO EACH $I)[ or THE CONNECTION ~ THE BEAU ANO UPRIGHT
,.
.
TABlE 6. AlLOWABLE LOADS lJI SCREWS a: BOI. TS AS RECOIAl[NDEO BY llANlIf" ACTURERS
sur TAPPING Ie llACHlNE SCREWS ALLOWABlE LOADS
TENSIlE STRENCTH 55,000 psi; SHEAR 24,000 psi
1 SCREW SINGlE SHEAR Ibs DOOBlE SHE AR Ibs
8 J34 6~
10 418 836
12 576 I 1,152
1. 734 1,468
1/4" 761 1,522
5/16' 1.253 2,506
J/8' 1,855 J,710
11000 LAC SCREW lOADS
lISIHC 500MAN PINE S.C., 0.55 OR EOUIVllANT 1-1/2" EIIBEOUENT
11000 EllBEDOED INTO IlUST BE A lIlNlUtJl ~ 1-1/2' THICKNESS
1 SCREW lATERAl SHEAR LATERAl SHEAR/ lI[TAl PlATES WITHDRAWAL
lb. Ibs Ibs
1/." 170 2JS J96
5/16" 210 J55' 624
J/8" 240 480 712
C(JICRETE SCREWS Ie BOI. TS IN C(JICRETE
EIoIBEOlIENT lIVST BE A lllNflIUU ~ 1-1/2" THICKNESS W/ H/4" rROM EDeE
SCREW OIA. 2,0001 ClJICRETE J,OOOl C(JICRETE
TENSllJI SHEAR TENSION SHEAR
Ibs Ibs Ibs Ibs
757 J19 825 J52
1,057 818 1,184 898
1,..J 1,44J 1,776 I,SOJ
WITHDRAWAl Ibs
167
209
288
367
380
626
928
TABlE 10: llAXlUUU SPANS r(Jt SCJI(EII
rOR AR[AS -":CT ro I({ ,
, LA mOOE ~ JAO<SO',,-u. r
r(Jt SPAN 1" or BEAU: USE SCRf(1I PI
E XAIIPlE;
SCREEN PANEL WIOTH "y('. f:
lIAXIMI 'l." FtJl
WIOTH "y(' 3' .'
ON[ PIfCE ElCTllU9(JIS rat PuRlINS t e
2', 2'.o.()04.".ol2"
6'-"" 6'- (f 5'"
2". 2", 0.093' OR 2", J", 0.050" m
g'- g' 8'. 5" r.
SElr UA nNG BEAllS
2"14'10.044"'0.120"
18'. S' IS'~ I' I.'.
2",5'.0.050".0 t 20"
22'-,," 19'- I" lr-
2'.6" ,O.OSO" .0.120'
25'- g" 22'- 5' ]0.,
2" 17",O.OSO'.o.120"
28'- J' 24'- r 12'.
2"8".0.070"'0.224 .
.38'- 2" J3'- J" ]l)..
2""g' .o.Q70' ,0.224'
41'- 5" .)6'- I" Jr-
2'.9".0.070" .0. Jl 0"
45'-11" 40'- rt 35'-
SNAP EXTRUSllJIS
2",2',0.()044' 8'. o' 6'-11" ,'_.
2'.J",0.045" 10'- 6" 9'- I" ,_,
2',4'.0.045' 17'- 8' 15'-." 13'- I
2'116'.0.064' 25'-8' 22'. 5" 1f1-
2".".0.078' 29'-11" 26'- o' 23'-,
ABO\{ SPANS DO NOT INClUDE LENGTH (1
KNEE BRACE 10 ABO\{ SPANS fOIl lOTAl.
PURLIN SPAClNC SHALL NOT EXCEED ,'- 8
GREATER THAN 40' THE BEAU' THE CENT
EACH SIDE ~ THE CENTER PURtIN SHAlL I
PURl"IS 0 6' OC. 1HE CENTER PURl" ANI
lA TERAl BRACING)
I ABlE 4: lllNlI.fUU SIZES ~ SCREEN ENClOSi
AND ANCHORING REQUtR(D, Al.UUIN
BRACE lGTH EX1RUSlON ~
0'. 2'- 0" 2', 2', 0.()044" 2' H-CHAN'
10- 3'- O' 2', J', O.OSO" 2" H-OW.
TO- .'- 6' 2", 4", 0.0,,', 0.12'
NOTCH SI/I
TABlE 3 r
NOTE: rOR REourRED KNEE BRACES GR[A T[R
SPEClrlCA110NS AND DETAILS
BRACE lENGTH REr[RS TO H(JtflONTAl.
ANGLE lENGTH.
t!-.I
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~ Ill< 'i
~;
1 f"
r~
LL
L
CUTTER EXl
1/.'
5/16"
J/8'
SECTION ALLOY Win. H 11 12 j
in. in. in. it
6063 T-5 . HI 6 0.08 0.08 1.
GliTTER H24
GE ~1
6063 T-5 5 H2.
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DESaFlION
YAMS
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3 . 1/4- I 4. lag .
fnIIr .... per
tile front Cl\d 24-
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~ IUucturGI InIUla
roof (wok-on) or ~l
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attocMd to front
, 10 x 2- Lm.1.
_ purIin and 24-
Front CI\d side bat
to caner." with 2 1
Thunderbolt it
j , 10 ICnIW i'lto
JgLl ! PIAl. 800' PAIl SPAIISPOR SCRBEN OR VIIfYL ROOftS . CARPORTS
OPBN BUILDING SPAN ;USE "A"- AS SHOWN ON DRAWINGS ItBAD SPAN BELOW
6j,UPlIWW 6W.RI UG 1I-..1J "1111""" :lS.ooo m IlAI ITUIIGTH
PAN SIZI KAII~ SPARS POR LOADS . O.H. SPICIPIID
~2:I !!:I 0.0:16 NO O,H. I' 9.H. :I' ~
100 ~ w. LOAD 13'. 6. 13'. S" 14'. I"
110 ~ W. LOAD 12'. 3. 12'. 5. 12'.11.
120 "'" W. LOAD II'. 4. II'. 5. 12'. O.
LQ.:J 11:1 Lnl
100 flPH W. LOAD
110 MPH W. LOAD
120 PIPH W. LOAD
15'. 1.
13'. ,.
12'. S.
15'. 3.
13'.10.
12'.10"
1". ,.
I.'. ..
13'. ..
NOTE: 0.026. PANS _11'11 SPARS GRBATD 'IHAIf 10' 8IIALL _ 8LOPID AT A
"INI~ OP 3'.- PER PT.
STANDARD MILL TOLERANCES APPLY
LA WRENeE E. EENNETT
an ENQNEER I: DEmOPWENT CONSULTANT
P.O. BOX ... s. DAmN. Fl.. 32121-'"
PHC*E: (904) 253-9960
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APPLICATION FOR PERMIT
CITY OF ZEPRYRHILLS
BUILDING DEPARTMENT
OWNER'S NAME W -1(1 r.U1 :L~CI .)
OWNER'S ADDRESS Ion I ~ I~ CI Q l2.. ; ....,-t
JOB ADDRESS ( " D \ ~ j-k-l f ~ I (\~- ~
LEGAL DESCRIPTION: LOT(S)
PHONE--.J ~~ ~ - 40 17
S\. Zf"\phuv hdl.s ,:1 (~f
(
7~? h \1 \2 I \ ~ \ ~ . '11 3:D~ I
f '
BLOCK
SUBDIVISION ~\ ~ie C). Q ~
M \..\-.e.
PARCEL LD.' (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PRoPOSED:LNew Construction ~tion ----.Alteration _Repair _Install
_Sign
_Move
_Deaolish
PROPOSED USE: ~Single F&ldly
_H/F
/
_' of Units t,./M/H
_ec-ercial
_Indust.
_Swia. Pool _Other
_Restaurant & Health Depar~ent Approval
DESCRIPTION OF WORK: ..tr 1\ Q 0 0 n ~'"
BUILDING SIZE:
x
Square Feet,
Height
RESIDENTIAL:
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.
t/ BUILDING
$
;l'fCf r tilt)
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
NIP Service
Florida Power Corp.
W.R.E.C.
_MECHAtfIGAL
$
Valuation of Mechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fr_e _Steel
D\lHY\1 II U ",-, Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA.,
~
YES NO
..........................................
Signature
CONTRACTOR SECTION'
COMPANY V 0 \ 6r (crY'k"')~ \..\ <:..;~ DN
State Cert.or Regist. .
City License Registration .
..........................................
gg
BUILDER
ELECTRICIAN COMPANY
State Cert. or Regist. .
SiDnAture City License Registration .
***.***.***.*************.*..*************
PLUMBER COMPANY
State Cert. or Regist. .
Signature City License Registration .
**...*..**.***********.*.**.***.*.****.***
MECHANICAL COMPANY
State Cert. or Regist. .
Signature City License Registration .
.**..****..**....*.**..**.**...*..**....*.
OTRRR COMPANY
State Cert. or Regist. .
Signature City License Registration ,
..........................................
APPLICATION APPROVED BY.. PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to 'deed restrictions' whicb laY be lOre restrictive than City
regulations. Tbe undersigned assDles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance witb
state and local regulations. If tbe contractor is not licensed as required by lil1f, both the owner and contractor laY be
cited for a lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
reguireleDts laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813)
788-6611.
FurtberlOre, if the owner has hired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the
'Contractor Sections' of this application for wbicb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, ratberthan the contractor, are responsible for the work. If the contractor wisbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - ROJeOIDer's Protection
Guide' prepared by the Florida DepartJent of Agriculture and ConsDler Affairs. If tbe applicant is sOl8one otber than the
"owner", I certify tbat I bave obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the
"owner" prior to cOlleDceJent.
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, laning, 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 bas cOlleDced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of otber goverDIeDtal agenCies laY apply to the intended rork, and tbat it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not luited to:
* Departlent of EnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and RnviroDleDtally Sensitive Lands,
Water/Wastewater !reatlent
* Southwest Florida Water HanageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, lavigable Waterways
* Departlent of Health' Rebabilitative Services, RnvirODleDtal Health Unit - Wells, Wastewater !reatlent, Septic lanks
t 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 issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery peIlit issued shall beCOJe invalid
unless the work authorized by such perlit is cOIII8Ilced within sil IOnths of issuance, or if work authorized by the per.it is
suspended or abandoned for a period of sillOntbs after the till! the work is co.enced. One 90 day extension of tile, JaY 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 profect will be considered abandoned.
WARNING TO OWNIR: YOUR FAILURI TO RKCORD II NOIICI OF COHHBJIClMltn' MAY RlSUL! IN YOUR PAYING !VICI IHPROVBIIBtn'S TO YOUR
PROPERTY. IF YOU III'J'EID !O OBl'Al1I FINAlfCIIIG, COIISULt' WITH YOOR LEIDIR OR All At'TOIllEY RI G YOUR lfarlCl OF
COMMRICIHBNT. JOBS UI VALUE 00 10'1' IEED TO RECORD AIID POST A 'I01'ICE OF C
SIGIATURE:
STATK OF FLORIDA
COUIl'J'Y OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATK 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)
(Name 1yped, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
VALUATiON ~ 21q70.~0
BulLDIN G- 30. c ~
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CONN ~CTiON P,=.t-S
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6017 GaJI Blvd.
Zephyrhills. FL 33541
(813) 782-7497 1.800-343-3014
Pale No.
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hereby to furnish material and labor - complete in accordance with a specifications. fOr the sum of:
wbf'""""' /J/ ~9a.(IO
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Note: This propoul may be
withd~ 111 us if not accepted within
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day&.
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hr~ptanr~ of JlrOJlosal- The above pricea. SIi
and conditions are satisfactor,y and are hereby ec:cepted. You are
to do _.work.. specified. Plyrnent will be made AI outlined 1Iboft.
Dete of Acceptance:
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