HomeMy WebLinkAbout09-9804 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 9804
BUILDING PERMIT
Permit Number: 9804 Address: 7914 KAY MARIE AVE LT #307
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3070
Improv. Cost: 7,007.16 = . �.
Date Issued: 4 " ° 9 Name: GRAND HORIZON
Total Fees: Address: 7645 GREEN SLOPE DR
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33543
Date Paid: 12/01/2009 Phone:
Work Desc: COVERED RAISED PATIO 8 X 14
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B : H • - I•N • E RAC FL L•IN FEE 105.00
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE -SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will 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 recording your notice of commencement."
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-
CONTRACTOR SIGNATURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
j
ter
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: A 0- rer. . 41
Date Received: //— 0 0
Site: 79 / 't (\g- y M4
Permit Type: (Pai 6 4X / /
Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑
1
Ut ad-6 5LdP k 1 /Ad ,
This comment sheet shall be kept with the permit and/or plans.
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7,;(, it --e i i
Ka in Switz l ans Examiner Date • Contractor and/or Homeowner
(Required when comments are present)
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 9804
BUILDING PERMIT
Permit Number: 9804 Address: 791 4 KAY MARIE AVE LT #307
Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3070
Improv. Cost: 7,007.16N m :T `i,.gfn
Date Issued: Name: GRAND HORIZON
Total Fees: Address: 7645 GREEN SLOPE DR
Amount Paid: ,. ZEPHYRHILLS, FL. 33543
Date Paid: (...1
Phone:
Work Desc: COVERED RAISED PATIO 8 X 14
a A, .
B • RU • • _ " L FL :11 'IN FEE 105.00
1 7 0 koc ___ <__________
d ►` G 4 ( T
t v 1 0e 1
•• R 2NDRO H'LU M IN ULA I•N ILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE -SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will 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 recording your notice of commencement."
i&-ig--- or 44 /11- ,
Al
CONTRACTOR SIGNATURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
111111 111111111111111111111111111111111111111111111111111111
' NOTICE OF COMMENCEMENT 2009167797
Rept:1274630 Rec: 10.00
Pennit No. DS: 0.00 IT: 0.00
Tax Folio No.35 -as /- 0150 - ODC1pD -3J7t) 11/20/09 Dpty Clerk
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section
713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT
1.Description of property (legal description): Y��e, NS j �, � `� � �d3�07:307 &' 7
a) Street (job) Address: 79 /r/ ffp / -ie -e , . l�, Pi 335 ` G Pb /09 �
2.General description of improvements: Dt r.2_t,S 4rnv
3.Owner Infonnation // ''// B / —
a) Name and address: t2,2lhvJi /eft, ,-. N,yl L/. y2, ' A2,2Q24 f' i r � %dl'lS f/ - j W
b) Name and address of fee simple titleholder (if other than owner)
c) Interest in property
4.Contractor Information
m. a) Name and address H& T/t$/ S/035 iV0i202c
b) Telephone No: ,`:/3 - ?33�064 ax No. (Opt.) � kI3 - 7/55 = /05>15
5.Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No. (Opt.)
6.Lender PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER
a) Name and address: 11/20/09 0 : 19 ! 1
Phone No OR BK 1 pB ° 4 " J �+3
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: i f L
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No. (Opt.)
9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date
is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR LMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
coUNTY oF` '5eD �,�rn , Bruce A Asbel My Commission DD566784
Nafary Public State of Florida ] 0. ��R
Q Signa a of-Owner or Owner's Authorized Officer/Director/Partner /Manager
' r'or n.° Expires 06/22/2010
/ Print N
The foregoing instrument was acknowledged before me this /� day of Afp (/ , 200 , by 2f�
(type of authority, e.g. officer, trustee,
attorney in fact) for /� (name of party o half of whom instrument was executed).
Personally Known I/ OR Produced Identification Notary Signature ' 0
ii Type of Identification Produced Name (print) /C. L' ( _f /1 - /15-gf--..,,-L
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief. [ ,'
FORMS:'NOC,rvsA?007 % `2L 5 .Le•1 /'' -��
� Notary Paiolic S tate of Florida I Signature of 1 Person Signing (in line # 10.) Above
Bruce A Asbel
my commission DD566784
of n. _ Expires 06 /22/2010
813- 780 -0020 City of Zephyrhills Permit Application Fax -813 - 780 -0021
Building Department 4 9 15° (1/
/
Date Received 1 G/ - 1 /0644 I
Phone Contact for Permitting Q 3
Owner's Name 6,9• #011X0iti 45,»g3 .L - Owner Phone Number a •3 i `� V
-�Q to
Owner's Address I90 7 .5 6TA* • .7f1///.< Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address I y /
JOB ADDRESS )9/1 / y �r2 /z ; & ,¢vim G �j�[/LI t r(s // � 7 LOT # 3C?
SUBDIVISION 612M0 At/ r e� PARCEL / ID # 1 39-- o /— /o cC -30 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR Fl ADD /ALT I SIGN Q MOVE n DEMOLISH
INSTALL REPAIR
PROPOSED USE F SFR I1 COMM I OTHER
TYPE OF CONSTRUCTION n BLOCK 11 FRAME = STEEL = OTHER 1
DESCRIPTION OF WORK � j/91f/�
RK ik.rip aiSe,
BUILDING SIZE 8 SQ FOOTAGE I Pct"- HEIGHT
BUILDING $ 74007. PP VALUATION OF TOTAL CONSTRUCTION
I ELECTRICAL $ AMP SERVICE I PROGRESS ENERGY Q W.R.E.C.
n PLUMBING $
I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
I GAS Il ROOFING F SPECIALTY I OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I1YES ONO
BUILDER �cY'�'' 1 O 5 1 COMPANY tW�(JMST/Z 770/I/ SIGNATURE J REGISTERED I Y/ N 1 FEE CURRENT , � 1 Y/ N I
Address 1 /0457 12 4/408" . e/fxfl . - Z /yi g License # leed0r? - 23a-
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I
Address 1 License # 1
PLUMBER COMPANY
SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I
Address I License # I I
MECHANICAL COMPANY
SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I
Address I 1 License #
OTHER COMPANY
SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N
Address 1 License # I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A /C upgrades over $5000)
Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 Pasco County Building Inspection Division — Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and
90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government 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 Protection - 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.
US Environmental Protection Agency- Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit 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 permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT N-r-t __ CONTRACTOR .. ( )dezi -c --.
Subscribe §nd sw9m to (or - m 9d) before me this Subscribed..nd sworryto {pr+affi(med)hefore me this
by /IOE(' C 1✓- _ / / -//.- G'/* by ( Arcr,c.,5 1 - Who is /are personally me or has /have produced Who is /are personally know!) to me or has/have produced
as identification as identification.
��a /t1 --
v"`�- ���' Notary Public � ^� ""- � _ Notary Pubilc
Commission No Commission No
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
r,4r op %play/ Public Sta a or Fl
" Bruce A Asbel r Po " natal 0hic 54 :c at F,
My C cslcn
y , . � : C '•~, M' stcn D05(
• �.
4025 Morris Bridge Road
Zephyrhills, FL 33543 OOT - MHP
a a=a,� as 40 CONSTRUCTION Phone: 813 - 782 -1064
IP , Fax: 813 - 715 -6585
FREE ESTIMATES • , � Florida. T Toll Free: 800 - 224 -1206 ESTIMATE
�
Inc. www.bhconstructioninc.com
* *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE * LANDSCAPING **
Lot #: 307A Subdivision: GRAND HORIZON 7914 KAY MARIE Date: 10/21/09
Address: Zip Code:
Signature: GLASS ROOM WALI,S
Signature: Walls + + + = o L/F x $o.00
Date Signed: R System Insulated _ x _ = o Sq. Ft. x $3.36 $0.00
Date Signed: Hand Railing _ L/F x $23.14 $o.00
Fax to: 813 - 715 -6585 for engineering Step Railing _ EA x $95.68 $o.00
Aluminum roofs include: Pans, Trim, Gutter, Downspouts, 3x3 Posts & Flashing Maxi Railing 24 L/F x $30.40 $729.60
8 Pans zo Ft. Long 16o Sq. Ft. x $4.20 $672.00 Maxi Step Railing 1 EA x $135.85 $135.85
Pans Ft. Long o Sq. Ft. x $4.20 $0.00 Garage Door _ x _ _ EA x $o.00
Pans Ft. Long o Sq. Ft. x $4.20 $o.00 Garage Door Header _ x _ _ EA x $o.00
Pans Ft. Long o Sq. Ft. x $4.20 $0.00 Garage Door Opener _ x EA x $0.00
Valance _ L/F x $5.10 $0.00 Garage Door w/Windows _ x _ EA x $0.00
Gutter on Home _ L/F x $5.67 $o.00 ALUMINUM TOTAL $3,070.56
Beam Work _ x $159.54 $o.00
2x4 SM Beam L/F x $4.52 $o.00 CONCRETE AND BRICK WORK
2x6 SM Beam 38 L/F x $6.30 $239.40 Slab x = o Sq. Ft. x $3.24 $o.00
2x7 SM Beam _ L/F x $6.85 $o.00 Slab _ x _ = o Sq. Ft. x $3.24 $o.00
2x8 SM Beam _ L/F x $9.31 $o.00 Slab _ x _ = o Sq. Ft. x $3.24 $0.00
2x9 SM Beam _ L/F x $10.10 $o.00 Slab _ x _ = o Sq. Ft. x $3.24 $o.00
2x10 SM Beam _ L/F x $11.17 $o.00 Side Walk _ x _ = o Sq. Ft. x $3.24 $o.00
Carport Gable Framing 1 x $107.35 $107.35 Driveway _ x_= o Sq. Ft. x $3.24 $o.00
SCREEN ROOM WALLS Driveway Flair _ x _ = o Sq. Ft. x $3.24 $o.00
Lap KP + + + = 0 L/F x $35.24 Woo Raised Utility 1 1/2" 4" x $34.95 $0.00
wmdow away + + + = o L/F x $31.18 $o.00 Raised Patio 6 C- s x 14 = 70 Sq. Ft. x $10.42 $729.40
Screen Door _ EA x $107.16 $0.00 Raised Patio 6 C- 8 X 19 = 152 Sq. Ft. x $10.42 $1,583.84
Gable Fill one Side 28 L/F x $17.37 $486.36 Over 6 per ft per - x = o L/F x $3.07 $o.00
Fan Beam (not wired) _ EA x $71.79 so.00 Footer 8x12 Reinforced _ L/F x $5.59 $o.00
$o.00 Footer 12x12 Reinforced _ L/F x $7.84 $o.00
Skirting Footer _ L/F x $4.32 $o.00
Walls _ + + +_ = o L/F x $40.56 $o.00 1 Tread Step 3 EA x $111.22 $333.66
Shed Door and 1 Window _ EA x $250.00 $o.00 4x4 Stoop _ EA x $287.37 $o.00
Single Window (Extra) _ EA x $89.20 $o.00 Fill Di 3 Loads x $141.40 $424.20
Large Window _ EA x $128.78 $o.00 Lot Grading . _ x $360.57 Moo
Bug Shield _ L/F x $5.96 $o.00 Brick Skirting Max 5 High
Double Shed Doors _ EA $651.31 $o.00 Split Brick Air - L/F g Courses x $2.55 $o.00
Gable Walls + + + = o L/F x $48.93 50.00 Split Brick Solid L/F c Courses x $2.78 $o.00
VINYL ROOM WALLS Firewall _ x $800.00 $o.00
Vinyl Wall _ L/F x $53.76 $o.00 Pretreat $100.00 $100.00
Lap Top Inside and Out _ L/F x $16.44 $o.00 Misc: $0
Florida Glass _ L/F x $12.17 $o.00 Misc: SHORT LOAD $200.00 $200.001
Insulate Top and Bottom _ L/F x $7.20 $o.00 Misc: moo
Doors include (2) 2 Track Units
Vinyl Door Unit _ EA x $152.37 $0.00 CONCRETE $3,371.10
Misc.: 2 COLUMNS $700.00 $700.00 NOTE: According to the FL ALUMINUM $3,070.56
Misc.: so.o0 Building Code, a crack is not PERMIT $565.50
Misc.: so.00 a structural problem until it TAX $0.00
Misc.: $o.00 reaches 1/4" in width. TOTAL $7,007.16
All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid accounts in arrears.
ANNUAL PERCENTAGE RATE of 18% plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS.
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY, FL 33860
(863)646 -5517
Date: 11/09/09
B 8s H Construction
Zephyrhills, FL
Re: 2009 Jacobsen Mod. #: tnr 7441
Address: 7914 Kay Marie Lot #: 307
Zephyrhills, Fl.
Dear Sirs,
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is roughly a
8'x14' Raised Porch Covered, and a 5'x14' Raised Walk under existing
roof.
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5'4 ". Based upon
review and acceptance of other structure to home per manufacturers
requirements.
As always, should you have any questions, please feel free to call
me at any time.
Since ly,
onard G. Wood
4034 The Fenway
Mulberry, FL 33860
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ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDI ��/�/j� 3
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CODE, NATIONAL ELECTRIC CODE AN
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ENGINEERING REFERENCE SHEET
TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION
W 1 4" CONCRETE SLAB ON COMPACTED F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK
F
EARTH ILL W/ 6X6X l OX IOW W MESH
OR
EARTH IL ESH, 6 MIL VISQUENE VAPOR CHANNEL W/ 2" HIGH LEGS EXTENDING INTO
BARRIER & TERMITE TREATMENT POST FASTENED W/ 1 3/8"X 2 1/4" THRU BOLT
USE 2500 PSI CONCRETE MINIMUM WITH WASHERS
USE 12"X12" MONOLITHIC FOOTER F - 2 3 1/2" M. CONCRETE SLAB ON COMPACTED EARTH
W/2 #5 REBAR CONT FILL W/ 6X6XIOXIO WW MESH OR FIBER MESH W/ 6
W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE
TO EXISTING HOME W/ #10X3"SMS 24" OC TREATMENT. USE 8 "X12" MONOLITHIC FOOTER
W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT.
W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA
6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM
USE 1) 12D NAIL 24" OC STAGGERED TO
FASTEN SECOND TOP PT PLATE. USE GALVANIZED
NAILS ON FRAME WITHIN 10 MILES OF THE F - 4 3 "X3 "X .093 ALUMINUM POST
COAST
A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST
W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR
ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY
IF STRUCTURAL GRADE THERMOPLY IS USED- ATTACHMENT BEAM
NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH
W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE
STAPLES AT SAME CENTERS. WALLS 24" OC
W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X SM BEAM THROUGH SCREEN ROOM SADDLE
W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS
W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4
ON TOP AND BOTTOM OF EACH STUD TO PLATES 2 "X2" CHAIR RAIL SCREWED T 2 #10X2" TO UP RIGHTS
1) INTERNALLY SCREWED W/2 #10X2" SMS
NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS
ABOVE FINAL GRADE. 3) 1 "Xl "X 2" ANGLE W/ 2 #10X1" SMS
NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 I /8 "X 1 1/2" RECEIVING CHANNEL TO
IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS POST OR SM BEAM AND MOUNT BEAM
RECENING CHANNEL AS SHOWN IN CHART
B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS
FASTEN 2 "X RIDGE BEAM IN SLOTTED 2 "X6"
SM BEAM USING 1" ALUMINUM ANGLE FASTENED
PER CHART B III FASTEN 2 "X6" TO 2 "X_ SM BEAM
USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B III
B - 2 GABLE GARAGE AND CARPORT TO HOST WALL
CONNECT SINGLE 2"X SM BEAM IN I I /2 " "X 2 1 /8"
RECEIVER CHANNEL FASTENED TO HOST WALL
WITH # 10X 3" SMS PER CHART BIIICONNECT 3"
EXTRUDED HEADER TO BOTTOM EDGE OF HOST
FACIA 24" OC W/# 10 "X3" SMS
B - 3 CHART FOR FASTENING SM BEAMS TO WOOD
AND SM BEAMS TO ALUMINUM
MOUNT 2 1/8" RECEIVER CHANNEL FOR
SINGLE SM BEAM MOUNTINGS
///d/
•
SOILS AND FOUNDAA1lONS
Ma a of elope 1 805.4.2.3 Plain concrete footings.
G laed intercity end eras;an charaei
Of plain concrete foe The `` thickness
1 8 0S.4 Footi Li t- supporting walls of other than
Footings shall be designed an constructed in Light-frame frame construction shall not be Tess that 8 inches
Allowable bearing capacity of the soil is not exceeded, and (203 mm) where placed on soilexceeded,
That dim settlement is minimized. The minimum Exception: For plain concrete footings sv
Ex P ,
Width of footings shall be 12 inches (305 mm) Cretin R -3 occupancies. the cdYC thickness ring
tcd to be 6 inches (152 mm , rovided permit-
Does not extent! ( a di P that the footing
Footings beyond distance greater that the
gs in areas with expansive soils shall be designed Ti�neas of the footing on either side of the supported
U' accordance with the provisions of Section 1805.8. Wall.
1 805.4.2.. Placement of concrete. Concrete Footings
1 805.4./1.1 Design loads, F shall Shall not be placed through wawa unless a trcrnie or other
1 moat unfavorable effects ,Fo the comb of f or method approved by the build' , i�cial is used
loads s rote
specified i n Section 1605.3. The dead load shall in- placed be LL° °f 1° the presence a ns to the a mwj•
clued the weight of foundations„ footings shall be deposited
gs and overlying by approved means to ensure mini
Reduced live loads, n spocitied in Section 1607.9. mum u8>tt on of the mix and negligible turbulence of
Are permitted to be used in designing footings. the
1805 4.12 Vibrato loads. oads. When machinery opera -
the 1805.4.2.5 Protection of concrete. Concrete footings rot consideration /hall be given in the footing shall be protected from freezing during depositing and bons or other vibrations are transmitted through for
disturbanc of the sod. Period of not less than five days thereafter. Water shall
design to prevent detrimental disturbanc
Na be allowed to flow through the deposited concrete.
1805.4.2 Cone footings, The design, materials and con-
struction of concrete footings shall c mtply with Sections ! 805.42.6 Forming g in the e. Concrete footings th are
1805.45.4 through 1805.4.2.6 and the provisions of Cb Permitted to be east against the earth when. in t
18 5.42 .2. ap- ion of the equ'
ter
building official, soil conditions do not require
forming Where forming is required, h shall be in accor-
Exception: Where a specific design if not provided, con- dance with er 6 of ACI 318.
Crete footings supporting walls of light -frame construe-
don arc permitted to be deigned in accordance with 1805.4.3 Masonry-unit footings. The design
Table 1805.4.2 and construction of m materials
with Sections 3.1 805. footings the i
1805'4 22•! Concrete Of Chapter 21 provisions
Shall have .1 a strength. Concrete in footings
Less
ha thav a specified strength c) of not
Pounds per square inch (psi)( 237 kPa) Exception: Where a specific design u not light-frame -
At 28 days. sonry -unit -unit footings supporting walls of light -franc a con-
struction arc permitted to b designed in accordance with
1805.4_22 Reserved. Table 1805.42.
1805.43.1 Dimensions, Masonry-.unit footing shall be
laid in 'type M or S mortar complying with Section
•
FOOTINGS SUPPORTING W TABLE 1805.4.2
ALLS OF LIGHT -FRAME CONSTRUCf1ON&b.c.d
NUMBER OF FLOORS NTH OF THICKNESS OF
SUPPORTED BY THE FOOTINGS• FOOTINGS FOOTING
(inches)
(inches)
6
3 6
Fof S 1 ' I inch = 25.4 mm, I fool a 304.8 rnrn.
a Depth of footings �'� be in accordance with Section 18052.
b The ground under the floor is permitted to be excavated to the clev
1 nie+'KK - stud - bearing walls are permitted to be supported by anon of the top of the footing
the width shown in this table, and footings shall be Y isolate not more than 6 a n 6 s. The tinng widen and length shall ha1! be tw;
d. For thickness of foundation walls, see Section 1805 Fed on ceenter,
c S Footings arc permitted to support at r p g loo addition to the stipulated number of Boas, Footings supporting roof h
on
f Plain 000aete footings for Group R-3 occupancies are permitted to be 6 inches thick
N.
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1 (T, r , ,. -00-DR+G CONSULTANTS, !NC. I
ALUMRUM ROOFING PANELS 1 e.:4.1 Pc. i3o. 230 Vairico FL. 7.068::
z \I
E - t t Pt.. 14o.: 613.00717107
! 'i ( CI .. 'N' I L ! FART oR As ----- Flor;ao Board of Ponfoaaional Engl...
ij 1 / ___Gs___07,____.__, I CoartlficoN/Of AuthoSor. No. B813
NI I - r . r- - 6 - ATE j — OW NOTES & SEVIONS
i I
REVISIONS ...__ I ! ,
, E =- 7, ; . , ... ,,,_ ... 0 .. , .---,------_.____— -__________ _ ___J_ , ..„),r_Lkt. F., S.hrclat! F•E. N.- 43.40* j ,
CONSULTANTS INC