HomeMy WebLinkAbout22-3824•
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780-0021
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BAR-003824-2022
Issue Date: 04/14/2022
Permit Type: Add/Alter (Residential)
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05 26 21 0080 00500 0200 35941 Saddle Palm Way
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Name: MERRI & DAVID JOHNSON
Permit Type: Add/Alter (Residential)
Contractor: SUtTATE ALUMINUMN IN
Class of Work: Add/Alter Residential
Address: 35941 Saddle Palm Way
Building Valuation: $6,900.00
ZEPHYRHILLS, FL 33541
Electrical Valuation: $0.00x
Phone: (813) 312-5896
Mechanical Valuation: $0.09`�
2;
Plumbing Valuation: $0.00
Total Valuation: $6,900.00`
Total Fees: $111.75
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Amount Paid: $111.75
Date Paid: 4/14/2022 1:24:30PM
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Building Plan Review Fee $37.25 Building Permit Fee $74.50
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as Water management, state agencies or federal agencies.
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE
z Lt I I -t- (� �Vj
ONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL r INSPECTION i ` NOTICE REQUIRED
PROTECT
r; CARD
D FROM
WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Fee Simple Titleholder Address
JOB ADDRESS SV `,
SUBDIVISION ` % t a�t(f
6r�'f
WORK PROPOSED
NEW CONSTR
e
INSTALL
u
PROPOSED USE
SFR
TYPE OF CONSTRUCTION
BLOCK
DESCRIPTION OF WORK
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Owner Phone Number
Owner Phone Number—��
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PARCEL ID#
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6_11.+'V-6. i
(OBTAINED FROM PROPERTYTAXNOTICE)
ADD/ALT 0
SIGN
DEMOLISH
REPAIR
COMM
OTHER
FRAME
STEEL
BUILDING SIZE [ fs, s SQ FOOTAGE HEIGHT
F__]BUILDWG $ G . 3 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
$
AMP SERVICE PROGRESSENERGY W.REC.
=PLUMBING
$
MECHANICAL
$
t
VALUATION OF MECHANICAL INSTALLATION
=GAS
ROOFING F__] SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA =YES NO
64—
BUILDER
COMPANY
SIGNATURE "
&" e! REGIIISTERED? Y / N FEE CURREN Y / N
F} , d r
Address � A
f
�g ° "}"" License #
✓ t ' ,° e` /1 r AS rs% ¢/
ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED Y / N___J FEE CURREN I Y / N
Address
I License #
PLUMBER
COMPANY
=
SIGNATURE
REGISTERED Y / N FEE CURREN Y / N
Address
License #
MECHANICAL
COMPANY
SIGNATURE
REGISTERED Y / N FEE CURREN
Address
License #
OTHER
COMPANY
SIGNATURE
REGISTERED Y / N FEE CURREN L.Y_/ N
Address
License #
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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 (2) 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 wl 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 $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/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 1, 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'SIOWNER'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 W" 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, I 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
OWNER OR AGENTA rLe'
Subscribed and sworn o (or affirmedl before me this
by
Who is/are personally known to me or has/have produced
as identification.
_Notary Public
Commission No.
CONTRACTOR Z6- -
Subscribed and sworn to (or affirmed) before me this
by
VJhe is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Permit No.
Parcel ID No
N0,TICE OF COMMENCEMENT
, e
State of
County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes,
the following
information is provided in this Notice of Commence t: ii
1.
Description of Property: Parcel Identification No. t
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cA
Street Address: gsl®�
2.
General Description of Improvement
3.
Owner Information or Lessee information if the Lessee contracted for the improvement:
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Name
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N
Ad ess Cit
State
Interest in Property:
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W
Name of Fee Simple Titleholder:
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(if different from Owner listed above)
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ty
State
3 LAddress
4.
Contractor. le,�
Nam
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114
Address Ci y
State
4.
L
Contractor's Telephone No.:
5.
Surety:
a
Name
Address City
State
b
SJ
Amount of Bond: $ Telephone No.:
z
6.
Lender:
Name
Address City
State
Lenders Telephone No.:
7.
Persons within the State of Florida designated by the owner upon whom notices or other
documents may be served as provided by
Section 713.13(1)(a)(7), Florida Statutes:
Name
Address
Telephone Number of Designated Person:
8. In addition to himself, the owner designates
City State
of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)!b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee, or er' or Lessee's Authorized
=Office,/Director/partn e r
�.
rr Signatory's Title/Office
The foregoing instrument was acknowledged before me this —� day of Zr20�y 'j #
as gf<c 1 (type of authority, e.g., officer, trustee, attorney in fact) for
(name any on behalf of whom instrum nt was axe d).
Personally Known [3 OR Produced I ntificatrionJ Notary Signature
Type of Identification Produced Z ° le Name (Print) _ �. �% ✓� f ! - - 6
wpdata/b cs/noticecom men ce m ent_pc053048
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IALL COMPLY WITH PREV�L
'IDA BUILDING CXODE,
ECTRIO CODE,
( OF ZEPHYRHILL��,N)
APR 08 2022
HYRHI, H - Vz: V,
q E R
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DESTROYING ORGANISMS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
& TILE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - 96 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1 % - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
L CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3, STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOI2 ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD,
2. HEX BOLTS FLAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED,
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
GRADE 45 OR BETTER ZINC PLATED.
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
I8-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS,
9. ALL FASTENERS SHALL COMPLY WITH ASTM At 53.
10, ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185,
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC, FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A61.5
ASTM A185
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
7TH EDITION
CURRENT ALUMINUM DESIGN MANUAL.
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP -- TYPICAL
2. SIM -- SIMILAR
3. DON -- UNLESS OTHERWISE NOTED
4. CONT-- CONTINUOUS
S. VIF-- VERIFY IN FIELD
G. RESPONSIBILITY:
L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
11. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R 4501.17.1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
SCREENING MATERIAL SHALL BE 18X14X0,013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT
CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a)
THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE
SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
THE REQUIREMENTS OF HUD 3280.105.
PATIO COVER AND CONCRETE
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
2. RISKCATEGORY: I
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT:
PATIO COVER (OPEN STRUCTURE): 0.0
5. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/48A PSF, ZONE 2: 12.4/-63.9 PSF, ZONE 3: 12.4/-87.1 PSF
6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL
7. SOLID ROOF TYPE: YX48" COMPOSITE PANELS, FL 7561 OR EQUIV.
ALUMINUM STRUCTURAL MEMBERS
2 x 2:---------------------------------------2" x 2" x 0.044"
3 x 2:---------------------------------------3" x 2" x 0.050„
2 x 3:---------------------------------------2" x 3" x 0.050„
2 x 3:---------------------------------------2" x 3" x 0.070"
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x 5:---------------------------------------2" x 5" x 0.050„
3 x 3:---------------------------------------3 x 3" x 0.072"
3 x 3:---------------------------------------3 x 3" x 0.093"
3 x 3:---------------------------------------3 x 3" x 0.125"
4 x 4:---------------------------------------4 x 4" x 0.125„
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040„
1 x 3:----------------------------------------1" x 3" x 0.045„
SNAP SECTIONS
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045"
2 x 3 Snap:---------------------------------2" x 3" x 0.050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045„
0#991urRAWPOwfiruff
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0,092" x 0.374"
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
e �
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eta
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m �
N..
PqP S Ol i AL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC PIans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,11. 33542
Phone: (813)788-5314
Fax:l-(866)-824-7894
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
I DATE: 03/06/2022 1
I DRAWN BY: DENNIS W. DUNN I
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
JOB # 22 0304 084
IOB NAME & ADDRESS:
JOHNSON
SILVERADO
35941 SADDLE PALM WAY
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
SUN STATE ALUMINUM
INDEX:
S-1 GENERAL NOTES GERNERAL NOTES
S-2 PLANS AND ELEVATIONS
S-3 PATIO COVER DETAILS S-1
I IIEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
%ie
EXISTING t°
BLOCK HOME
HOUSE OVERHANG
Ie `3
F c°
•fin
PROPOSED I PROPOSED
3" X .024" COMPOSITE PANEL PATIO COWER ptr. SI.i ,txi3EElstiL
ROOF FL 7561 OR EQUIV. � I
ENGINEEW604t-kbRD
PROPOSED PROPOSED PROPOSED David W. Smith P.E.
2' 2'-0" X 2'-0" X -0" I 2'-0" X 2`-0" X 3'-0" I 2'-0" X 2'-0" X 2'-0"
ISOLATED FOOTING_ 2x7 SMB ISOLATED FOOTING _ ISOLATED FOOTING FLORIDA LICENSE NUMBER:53608
r _ ; Thomas L. Hanson P.E.
— — — — — — — — — FLORIDA LICENSE NUMBER: 38654
14' 14' t Ian J. Foster P.E.
1' 28` 1 ` FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
REAR ELEVATION FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
PROPOSED FBC Plans & Engineering
3" X .024" COMPOSITE PANEL
ROOF FL 7561 OR EQUIV. Services, Inc.
2X7 SMB 2x7 SMB 6272 Abbott Station Drive Unit 101
if Zephyrhills, El. 33542
Phone:(813)788-5314
_ Fax: 1-(866)-824-7894
Email: erb@fbcplans.com
2X7 SMB Website: www.fbcplans.com
EXIST. EXIST. EXIST. EXIST. C.O.A.-429054
BLOCK PROPOSED 1C) M M °0' PROPOSED BLOCK
o BLOCK o 0 o BLOCK o ° DATE: 03/06/2022
HOME PATIO COVER X HOME X X PROPOSED X HOME X PATIO COVER HOME
M n n PATIO COVER co m
cX cx oX cX Cl)X DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
I I I I I I I I I I R01
I 1 I I I I I I I I
-- -- --J-- PROPOSED R02
12, 12' RO 3
PROPOSED
14' 14' RO 4
2'-0" X 2'-0" X 2'-0" A 11' 28' 11` 2'-0" X 2'-0" X 2'-0" JOB # 22_0304 084
ISOLATED FOOTING VISOLATED FOOTING —
PROPOSED PROPOSED J PROPOSED —]JOB NAME & ADDRESS:
SIDE ELEVATION 2'-0" X 2'-0" X 2'-0" 2'-0" X 2'-0" X 3'-0" 2'-0" X 2'-0" X 2'-0" SIDE ELEVATION JOHNSON
ISOLATED FOOTING ISOLATED FOOTING ISOLATED FOOTING
SILVERADO
REAR ELEVATION 35941 SADDLE PALM WAY
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
SUN STATE ALUMINUM
PLANS AND ELEVATIONS
S-2
- I k
EXISTING
HOST ROOF
6" MIN. RECOMMEND ALUMINUM FLASHING
INSTALLED BELOW DRIP EDGE.
CAULK ALL SEAMS.
/ALUMINUM FLASHING ATTACHED
l W/ #8 X 3/4" TEK SCREW AT 12" O.C.
COMPOSITE PANEL ROOF
FASTEN PANELS TO 0.060 MIN. HEADER
z v CHANNEL W/ #10 X 3/4" TEK SCREW AND
0 1"O NEOPRENE WASHER 8" O.C. AT BOTTOM
w H FASTEN 0,060" MIN. HEADER CHANNEL TO HOST
U) BLOCK WALL WITH 1/4"0 CONCRETE SCREW
ANCHOR W/ 2" EMDEDMENT MIN. AT 24" O.C.
2 ROWS STAGGERED. STRIP SEALANT
BETWEEN WALL AND HEADER CHANNEL
COMPOSITE PANEL ROOF
S.M.B. DEPTHI S.M.B. WEB ( TUBE WALL CORROSION RESISTANT
"H" WALL "T" "N" SIZE
4" 045" 061,1 (2) 3/8" BOLTS, NUTS, WASHERS
6"
8"
8,
9„
.055"
3/8" BOLTS, NUTS, WASHERS
3/8" BOLTS. NUTS. WASHERS
.082" .125" 4 3/8" BOLTS, NUTS, WASHERS
092 .12" (4) 3/8" BOLTS, NUTS, WASHERS
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
FASTEN COMPOSITE PANEL TO ALL BEAMS
W/ # 10 TEK SCREW AND 1-1/4"0 NEOPRENE
WASHER AT 8" O.C. (USE SCREW LENGTH EQUAL COMPOSITE
TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) `PANEL ROOF
(N) 3/8" THRU BOLTS, WASHERS,
AND NUTS, CORROSION RESISTANT,
TYPICAL (SEE CHART)
ALUMINUM POST / COLUMN PER PLAN
COMPOSITE ROOF, POST AND BEAM CONNECTION
ALUMINUM POST
PER PLAN
FOR FOOTING SIZES UP TO
36" IN DEPTH (2) #5 X 12" REBAR
CROSSWISE THRU POST
4"-6" FROM TOP OF FOOTING
SEE PLAN FOR SIZES
FOR FOOTING SIZES UP TO
18" IN DEPTH (1) #5 X 12" REBAR
CROSSWISE THRU POST
4"-6" FROM BOTTOM OF POST
UPLIFT I HEREBY CERTIFYTHAT I HAVE REVIEWED
CAPACITY THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
1,720 LBS EDITION RESIDENTIAL AND EXISTING
2,550 LBS BULDING
2,550 LBS TM
3,500 LBS.,
3,600 LBS
4,500 LBS-'�.
e
5,500 LBS
7,000 LBS max^
7,000 LBS` _
7,000 LBS
8,900 LBS f 6
9,500 LBS
11000LBS
v
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, f1.33542
Phone:(813)788-5314
Fax: 1- (8 6 6) - 8 2 4- 7 8 9 4
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 03/06/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JOB # 22_0304_084
JOB NAME & ADDRESS:
JOHNSON
SILVERADO
35941 SADDLE PALM WAY
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
SUN STATE ALUMINUM
PATIO COVER
DETAILS