HomeMy WebLinkAbout04-2626
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2626
Permit Number: 2626 Issued: 1/08/2004 .
Permit Type: GENERAL BUILDING PERMIT
Class of Work: ROOF REPLACEMENT
Proposed Use: SINGLE FAMILY RESIDENTIAL i
Sq. Feet: Est. Value: I
Cost: 2,500.00 Total Fees: 67.50
Amount Paid: 67.50 Date Paid: 1/08/2004'
Address: 38133 7TH AVE
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
DONALD HENCKE
38133 7TH AVE
ZEPHYRHILLS, FL. 33542
Phone: Lic: . L Phone:
Work Oesc: REPLACE ROOF IN CENTER OF DWELLING
fll'lJ
l(;';; '/ Iff"o
1 T
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB I DUCTS INSULATED
LINTEL PRE-METER . WATER FINAL MECHANICAL
FRAME MISC ! SEWER MISC
i INSULATION WALL MISC I MISC. MISC.
INSULATION CEILING MISC. I MISC. MISC.
DRIVEWAY MISC. ! MISC. FIRE DEPT. FINAL
~~---~-_..
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
_I~~ payment of i_~~pection fees s~_~1I be made before__~IlY further permits ~U be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in-your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recordin9 your notice of commencemen_t."
if.
NO OCCUPANCY BEFORE C.O.
-.- --- ~
~-
RS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 --- "'"2. 04-
DATE RECE lVED ~IAfI) "I 0
PHONE CONTACT FOR PERMITTING
JOB ADDRESS
lJo^,A lot>
3~ 13:5 --i/H
s. .t\-e.NC~
A"~ ZCf'+iYEHtl..L>, Fl-
BLOCK I 2. 4-
PHONE _ '7t.13- "1 4-~-~3b4
33 5"42..
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S) \\,1'2..4--1'3
SUBDIVISION
PARCEL ID #
WORK PROPSED: [JNEW CONSTRUCTION
[J SIGN
PROPOSED USE:~~L FAMILY DWELLING
o COMMERC IAL
o ADDITION
[J MOVE
iOBT.t\IN FROM PROPERTY TAX NOTICE)
~TERATION ~EPAIR ffINSTALL
[J DEMOLISH
[JMTJLT I - FAMI L Y
[J INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOB HE HOME
o OTHER
DESCRIPTION OF WORK
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
R.;~ ROt>~ IN C ~TEP. of DwE:.L.I...4" t:r-
'I C. 51C6 ~tJ1)
X. '2-4 0rleA)SQUARE FOOTAGE
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.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
HEIGHT
BUILDING SIZE :2..4
[J BUILDING
~...., c:::' 00
$ ,.. \ 700 .
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
[J ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
[J MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
[J SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
[J STEEL
[J OTHER
FINISHED F'LOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES [J NO
[.~~~:.:_____ . CON'lRl>.CTOR~~~::XON_ll~..m.__~...__1
dn,d/,d~
SIGNATURE
STATE CERT OR REGIST #
********************************************************.*********
SIGNATURE
~~41)' du~/M-
COMPANY
DW1"\VY
ELECTRICIAN
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictionsU which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor SectionsU of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licerlsed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guideu prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "ownerU, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "ownerU prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "AU or "A,etc.u, it is
understood that a drainage plan addressing a "compensating volumeu will be submitted whicll
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with tile work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a pennit prevent the Building Official from thereafter reqlliring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall he requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEt'-1ENT MAY RESULT HI YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENTu.
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
20_
STATE OF FLORIDA
COUNTY OF'
The foregoing instrument was
Before me this _day of
by
acknOl'l/l edged
20
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
Qho is personally known to me, or
Dwho has produced
(type
and whoD did D did not
of identification)
take an oath.
D who has produced
(type of identificalion)
and who Ddid O:iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
I, !=::t, NAz...p S. H-eAlCJ?e have read and fully understand and
agree to the provisions of this instrument.
The undersigned states and affirms that he or. she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
5. That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc., where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that law. The exemption allows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $25,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after
the construction is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. It is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
=::s::~:: r.~~~ DATE / /~/o<f
:~:SS $I;f~&-=r.==-~ ~I .-
WITNESS j::5t~ ~ PERMIT #
12
:.rype Span
TR 240300
P1-H1
4.5
Left OH
2- 0- 0
Righ t OH
2- 0- 0
ElIgis.- ,. "rillg
U 702TL
AB
'><!UcUl
ON HENCKE RES\GARAGE TRUSSES
HO 4-1
_T.c:: 1...?=C1.:-.o_.'___ . ___ _______ ___1l.-:.1.-:8__
~_L_,___
4x4=
B
12-1-8
HO 4-1
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----,.
, !
D
5x8=
~~ 2x4:c
~~~-~ ,~
~ ~~
. ~~
~<:::::::--.~
i ,
W:800
R:1013
U: 479
5-7-5
4-10-10
2x4, ~---
I-.---~-- E
4.5,
,
I-
3x5~ :::-------
~~
, ,
, ,
W:800
R:1013
U: 481
~'---
-----<
SPL
-BCI.---I-----.--------~~------_.__ 24-3 0 ------r- ---I
~s-----------________ ------_ 24-3-0 __~__________~_.__.__+..~
ALL PLATES ARE LOCK20
Scale: 0.235" = l'
Robbjns
line Plus -- Version 15.0.009
~ DATE: 11-18-03
Engineeri.ng, lnc./Online PlusTH APPROX.
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 506-250 PSI PER PAIR
INCLUDES 25.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
TRUSS
WEIGHT: 134.4 LBS
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
CSI SIZE LUMBER 1.15FB
? 0.33 2X 4 SP-#2 1720
0.75 2X 4 SP-#2 1720
0.35 2X 4 SP-#3 980
~ETITIVE MEMBER INCREASES:
15.0% FT 0.0% FC 0.0%
'ERAL BRACING:
IP CHORD - CONTINUOUS
'M CHORD - CONTINUOUS
'SS SPACING - 24.0 IN.
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 5.00 6.7 3.1
B 3001 4.00 X 4.00 2.0 2.2
C 2001 3.00 X 5.00 6.7 3.1
D 1170 5.00 X 8.00 CTR 3.0
E 1001 2.00 X 4.00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY _
41 Truss
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
FOR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 15'
EXPOSURE CATEGORY - B
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD = 5.0 PSF
BC DEAD LOAD = 5 . 0 PSF
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 122 LES.
5. FASTEN-'l'RUSS TO BRG A
FOR;....481 LES IOF UPLIFT,
WH1J:t' rLRA'lTTING NO UPWARD
MOVEMENT OF WALL OR BRG.
6. FASTE~S TO BRG C
FOR ~E:f;)oF UPLIFT,
WHILE TTING NO UPWARD
MOVEMENT OF WALL OR BRG.
NDARD LOADING
BER STRESS INCREASE: 25.0%
TE STRESS INCREASE: 25.0%
DING LIVE DEAD (PSF)
CHD 20.0 7.0
CHD 0.0 10.0
~ 20.0 17.0
PORT CRITERIA
~ACT WIDTH JT
LBS IN-SX
1013 8- 0 C
37.0
REACT WIDTH
LBS IN-SX
1013 8- 0
LEFT
OIN - 5SX
RIGHT
OIN - 5SX
IR CSI PILES) M@lST
TOP CHORDS
0.33 1726 C 545
0.32 1284 C 1976
0.32 1284 C 1137
0.33 1726 C 1976
BOTTOM CHORDS
0.75 1623 T 1718
0.75 1623 T 2944
WEBS
462 C D-B
462 C
M@2ND
-1976
-1137
-1976
-545
t....
___.~ .~r ...,/'- :'.,,~
---- :!"~ ~""'"
-'
::..J~Pt-
/
-2944
-1718
"
;,..f, \f/--' '-<:
;' ',-"
,J,t/'oo.,~ ....
,~
611 T
jt/~__..L,
'"' -:~'~_Lr~.-L"
.....;,,r
..1'
(:-;-
~ DEFL = 0.34" IN A-D
~FL = 0.09" < BRG-SPAN/240
'DEFL (DL+LL) = 850
- -----
l,:;,
.! '.,~_.~.
_ J _~t'4,..~r-r. '...
19rneering. Inc.lOnline Plus'BII @ 1996-2003 Version 15.0.009 Engineering _ Portrait 11/18103 g:14:23 AM Page 1
41 Truss jlnv: DON HENCKE Delivery List
~.'- ....'~
! PASCO co. ~ern" Job Name: 31702TL
I O!""iV Page No: 1
Date: 11/18/03
.'. l. ~ : ,i Job Desc: DON BENCKE RES\GA
Project:DON BENCKE RES GARAGE TRUSSES I
Model: -_.._---~
C:ontactIOffice: I Site: IDel: 38133 7TH AVENUE -Account No:
Name: 1813-7-48-53~ I Designer: T.L.
Phone: l Salesman: R. COAKLEY
Fax' Quote No:
--"--_ ~L.___________ .
Tentative Delivery: i
Profile: IQty: Truss ID: Span: Truss Type Height Left: I Right: I Load By:
i Pitch
~/11~____2 04-10-10 ~2-00~12-00-00 I
AA 24-03-00 TR 4.5
148.5 lbs ea. 2X4/2X4
104-10-10 i
~ /~______",-~112 AB i24-03-00 TR 14.5 02-00-00 102-00-00 i
134 . 4 lbs ea. 2X4/2X4 1__.1..
Totals: 114 1910.14 lbs. I I I I
I
Robbins Engineerin:.:. lne./Online Plm;nI1l199(....2003 Version 15.0.009 Summary "a~c Trusses Report-Delivery List Date 11/18/03 Page:l oft
Job
Mark
Quan
2
Type
TR
Span
240300
Pl-Hl
4.5
31702TL
AA
lON HENCKE RhS\GARAGE TRUSSES
HO 4-1
_':r.c:J_~::.Q~_o_.L__ _ _
_ !~ -l~_El_
4x4=
B
2x41:
M
2x41
J
2x41' .~
4.5, H ____~
5x6. .-/ .
~~2~411 SPL.F'-~_l ,.-/ III
4-10-10 ~ I I
J '=~~~u t...l .~
-~- ~ 2~411 2~411
5-7-5
L
N
2x411
I
KSPL
Bt
24-3-=-0-------..
24-3-0 ---
ALL PLATES ARE L0CK20
-,,-':::;1-- ---- ----.~----~----
Robbins
Online Plus -- Version 15.0.009
RUN DATE: 11-18-03
EngiIleering, Inc./Online P1us'fti APPRQX.
DL+LL DEFL = 0.01" IN S-C
LL DEFL = 0.01" < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
CSI SIZE LUMBER 1.15FB
TOP 0.11 2X 4 SP-#2 1720
BTM 0.09 2X 4 SP-#2 1720
was 0.05 2X 4 SP-#3 980
REPETITIVE MEMBER INCREASES:
FB 15.0% FT 0.0% FC 0.0%
PLATING CONFORMS TO TPI.
REPORTS: SBCCI 9761
ROBBINS ENGINEERING, INC.
BASED ON SP LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 506-250 PSI PER PAIR
INCLUDES 25.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 5.00 6.7 3.1
B 3001 4.00 X 4.00 2.0 2.2
C 2001 3.00 X 5.00 6.7 3.1
D 1001 2.00 X 4.00 CTR CTR
E 1001 2.00 X 4.00 CTR CTR
F 1102 5.00 X 6.00 CTR 3.0
G 1001 2.00 X 4.00 CTR CTR
H 1001 2.00 X 4.00 CTR CTR
I 1001 2.00 X 4.00 CTR CTR
J 1001 2.00 X 4.00 CTR CTR
K 1191 5.00 X 6.00 3.0 3.0
L 1001 2.00 X 4.00 CTR CTR
M 1001 2.00 X 4.00 CTR CTR
N 1001 2.00 X 4.00 CTR CTR
0 1001 2.00 X 4.00 CTR CTR
P 1001 2.00 X 4.00 CTR CTR
Q 1102 5.00 X 6.00 CTR 3.0
R 1001 2.00 X 4.00 CTR CTR
S 1001 2.00 X 4.00 CTR CTR
T 1001 2.00 X 4.00 CTR CTR
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS.SPACING - 24.0 IN.
STANDARD LOADING
LUMBER STRESS INCREASE: 25.0%
PLATE STRESS INCREASE: 25.0%
LOADING LIVE DEAD (PSFl
TOP CHD 20.0 7.0
BTM CHD 0.0 10.0
TOTAL 20.0 17.0 37.0
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A & C
LEFT RIGHT
HEEL OIN - 5SX OIN - 5SX
MEMBR CSI P(LBS) M@lST M@2ND
TOP CHORDS
A-D 0.11 78 T -131 310
D-F 0.11 118T -310 50
F-H 0.04 138 T -50 120
H-J 0.04 165 T -120 69
J-B 0.04 188 T -69 112
B-M 0.05 181 T -93 191
M-O 0.05 137 T -175 223
O-Q 0.04 93 T -223 82
Q-S 0.11 66 T -56 440
S-C 0.11 24 T -338 61
BOTTOM CHORDS
A-E 0.09 98 T 185 76
E-G 0.04 98 T -76 -20
G-I 0.02 98 T 20 5
I-K 0.01 98 T -5 -1
K-L 0.01 98 T 1 1
L-N 0.01 98 T -1 -4
N-P 0.02 98 T 4 16
P-R 0.02 98 T -16 -61
R-T 0.04 98 T 61 230
T-C 0.09 98 T -230 -557
WEBS
E-D 189 C G-F 76 C
I-H 115 C K-J 112 C
L-B 81 C N-M 112 C
P-O 115 C R-Q 76 C
T-S 189 C
obblns Engineering, Inc.lOnhne Plus"" @ 199G~2003 Version 15.0.009 EngIneering - Portrait 111181039:14:23 AM Page 1
Left OH
2- 0- 0
Right OH
2- 0- 0
EIlK;i.... "':.f-t.:
~
. 12-1-8 _~_._____
HO 4-1
___U_::Q::'ll__
2x4'
o
~~~~~L
i'
tl
2x4'.
S
LJr
-~~_________.3...~5=
~----~
. ~).-----.----------
R T ---------..J
2x411 2x41:
P
2x411
.----->-~ -i
----_._._.'.--i~:J
Scale: 0.235" = l'
TRUS~; WEIGHT: 148. 5 LBS
REFER TO ROBBINS ENG. GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
1. TRUSSES MANUFACTURED BY -
41 Truss
2. EMPIRICAL ANALOG IS USED.
3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
FOR EXTERIOR ZONE LOCATION
WIND SPEED - 120 MPH
MEAN ROOF HEIGHT - 15'
EXPOSURE CATEGORY - B
OCCUPANCY FACTOR - 1.00
ENCLOSED BUILDING.
TC DEAD LOAD = 5.0 PSF
BC DEAD LOAD = 5.0 PSF
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 122 LBS.
5. FASTEN TRUSS TO BRG A
FOR 184 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
6. FASTEN TRUSS TO BRG C
FOR 208 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
7. FASTEN TRUSS TO BRG E
FOR 222 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO ERG G
FOR 53 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
9. FASTEN TRUSS TO BRG I
FOR 117 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
10. FASTEN TRUSS TO BRG K
FOR 105 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
11. FASTEN TRUSS TO BRG N
FOR 103LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
12. FASTEN TRUSS TO BRG P
FOR 117 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
13. FASTEN TRUSS TO BRG R
FOR 57 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
14. FASTEN TRUSS TO BRG T
FOR 215 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
Parcel Information for: 11-26-21-0010-12400-0115 Card: 001
Page 1 of2
Welcom~ : Rec;ords Search : Parcel Detail
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ParcellD 11-26-21-0010-12400-0115 (Card: 1 of1)
Classification 01 - Single Family
Mailing Address Assessment (totals)
HENCKE DONALD S Ag Land -
38133 7TH AVE Land $10,725
ZEPHYRHILLS, FL 335424059 Building $23,278
Physical Address Extra Features $649
38133 7TH AVE
ZEPHYRHILLS, FL 33541 Total Assessment $34,652
LegatOescription (First 4 Lines) Save Our Homes $30,944
CITY OF ZEPHYRHILLS PB 1 PG 54 Homestead - $25,000
THE WEST 90 FT OF LOTS 11 12 & Taxable Value $5,944
13 BLOCK 124
OR 4543 PG 1229
Land Detail (Card: 1 of 1)
Line Use I Description II Zoning II Units II Type II Price Cond Valu
01 0100 II SFR I 00R3 114,200.0011 SF ~ 1.95 I 1.00 $8,190
02 O1OO1t SFR 00R3 113,900.0011 SF II .65 II 1.00 I $2,535
Additional land Information
I Acres II 0.19 II Tax Area I ~QZI-l 1f Fema Code ~ -- II ResCQde lIZI-ll-I-H-P21
I BuildingJnformation - Year Built 1922 USE 01 - Single Family Residential (Card: 1 of 1) I
Ext Wall 1 Average Ext Wall 2 Tile or Wood Frame Stucco
Roof Str Gable or Hip Roof Cov Built-up Tar & Gravel
Int Wall 1 Wall Board or Wood Wall Int Wall 2 None
Flooring 1 Pine or Soft Wood Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
AC Central Baths 1.00
Line Description Sq. Feet Rep!. Cost New
1 BAS 840 $36,313
2 FOP 216 $1,859
3 I UDG I 360 $4,669
Extra Features (Card: 1 of 1)
Line Description Year II Units I Value
1 SUN DECK I 1986 II 240 I $491
2 DCFENCE I 1986 II 480 $158
I Sales History I
Previous Owner WATSON SALLY M
I Year II Month I Book I Page Type Amount
I 2000 II 12 I 4543 I 1229 WQ $44,000
I 1994 II 05 I 3294 /1 !FJ QC -
I 1991 II 05 I 2017/1835 WD $42,~
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