HomeMy WebLinkAbout23-6062City of Zephyrhille
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-006062-2023
Issue Date: 05/11/2023
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 relinspoction, whichever is greater, for each subsequent reinspoction.
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 C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
."III111IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
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101-011 - 101-011
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MA5TER BEDROOM =
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LIVING ROOM LAUNDRY ROOM
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V-O" GEILIN6 I `� 6-0" GEILIN6
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WASHER DRYEP.
EX15TI NG EX 15TI NG
KITCHEN BEDROOM
EXI5TINO LIVING : 856 5F
NEW LIVINO AREA: 4ci(q 5F
E:XISTINO FRONT PORCH: 120 5F
TOTAL: 1472 5R
FLOOR PLAN
1/4' - P-0'
Basic Building
Structural Information
This table was prepared using Windload Calculator Plus Software available from www.windcalcs.com
This information was created in accordance with Chapter 16 of the 2020 Florida Building
Code. The Component and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASC,E 7-16.
Floor & Roof Live Loads
{ .R-3 • Single -Family Dwellings)
Attics:
20 psf w/ storage, 10 psf w/o storage
Habitable Attics, Bedroom:
30 psf
All Other Rooms:
40 psf
Garage:
40 psf
Roofs
20 psf
(Balcony and Deck live loads are 150% of the adjacent space served.)
Wind Design Data
Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph
Risk Category: 11
Wind Exposure: B
Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft.
Internal Pressure Coefficient: 0.18
Roof Geometry: Gable
Roof Slope: 4.0 in 12 ( 18.40) Mean Roof Height: 12 ft.
(The Ultimate Wind speed was used
to determine the Component and. Cladding design
pressures.)
(This Building is not in a Wind -Borne Debris Region, and opening protection is not
required.)
Components and Cladding
Roof Zone 1:
+16.8 psf max., -51.2 psf min.
Roof Zone 2e:
+16.8 psf max., -51.2 psf min.
Roof Zone 2n:
+16.8 psf max., -74.7 psf min.
Roof Zone 2r:
+16.8 psf max., -74.7 psf min.
Roof Zone 3e:
+16.8 psf max., -74.7 psf min.
Roof Zone 3r:
+16.8 psf max., -88.8 psf min.
Overhang at Roof Zone 1:
-58.7 psf min.
Overhang at Roof Zone 2e:
-58.7 psf min.
Overhang at Roof Zone 2n:
-82.2 psf min.
Overhang at Roof Zone 2r:
-82.2 psf min.
Overhang at Roof Zone 3e:
-96.3 psf min.
Overhang at Roof Zone 3r:
-112.7 psf min.
Wall Zone 4:
+27.7 psf max., -30.0 psf min.
Wall Zone 5:
+27.7 psf max., -37.1 psf min.
Design Soil Bearing Capacity: 2,000 psf
I HEREBY GERTIFY THAT I HAVE REVIEWED
TH15 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 1-Ib AND
THE 2020 BUILDIN6 GODE 1TH EDITION
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2"X4" VERTICAL BRACE AT EVERY GABLE UP -RIGHT
FASTEN VERTICAL BRACE PER PRE-ENGINEERED TRU55
ENGINEERING
METAI6 AT EA GABLE UPRIGHT
FASTEN H/IOd I I/2" NAILS FILL ALL HOLES �\
BOTTOM CORD OF TRU55 FASTENDED TO SILL PLATE
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1/2" GYPSUM BOARD CEILING OR IX4 PT
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ALL FA5TENER5 TO BE CORROSION RESISTANT
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THERMOSTAT (60" O/F)
ROOF PLAN
PRE-ENGINEERED TRU55E5 24" OG
CONTRACTOR TO VERIFY EX15TINO ROOF PITCH
AND MATCH EXI5TIN67ROOF PITCH TO PROPOSED
TRUSSES
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EXI5TIN6
LATERAL F30170M CORD BRAOWS
TOP/EOTTOM CORD 6ABLE
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N BRACING OR GR055 BRACING REQUIREMENT5
REQUIRED MINIMUM TRUSS BRAGINC
ALL ELECTRICAL OUTLETS IN BATHROOMS, WITHIN 6 FEET OF A SINK IN KITGHEN AREA, IN GARAGE AREA OR ON
THE EXTERIOR MUST BE HIRED INTO A GROUND FAULT INTERRUPTER (6FI) CIRCUIT. OUTLETS NOT REQUIRED TO BE
ON A (6FI) CIRCUIT ARE REQUIRED TO BE ON A ARG-FAULT CIRCUIT (AFI).
SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND HALLHAY5 ADJACENT TO BEDROOMS. SMOKE
DETECTORS SHOULD BE PLACE IN KITCHEN AND OTHER LIVING AREAS AS, REQUIRED BY THE FLORIDA
RE51DENTIAL BUILDING CODE
2020 7TH EDITION.
CARBON MONOXIDE DETECTORS ARE REQUIRED AT ALL SLEEPING AREAS WHEN F0551L FUELS ARE USED IN
HOME, HOME HAS A FIREPLACE OR HOME HAS AN ATTACHED GARAGE.
ELEGTRIGAL PLAN
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I HEREBY CERTIFY THAT I HAVE REVIEHED
THI5 PLAN AND FOUND IT TO BE IN COMPLIANCE WITH A5GE 1-I6 AND
THE 2020 BUILDING CODE ITH EDITION
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4
C ENERAL INFORMATION
TERMITE PROTEGT I ON
MASONAR'r
1.1
It is the contractors responsibility to determine erection procedure and sequence to ensure the
1.1
A permanent sign which identifies the termite treatment provider and need for reinspection and
4.1 Hollow load bearing units shall conform to ASTM C90, normal weight N2, with a minimum
safetyof the building and its component arts Burin construction.
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treatment contract renewal shall be provided. The sign shall be posted near the water heater or
compressive strength of 1,500 psi.
electric panel.
1.2
All work is to be done in a neat, workmanlike manner by qualified skilled craftsmen. All contractors
1.2
Condensate and roof down spouts shall discharge at least V-0" away from building side walls.
4.2 Bond intersecting masonry walls by either laying 50% of the units at the i intersections in
an overlapping masonry bond pattern with alternating units bearing 8" the units below
and subcontractors must be properly insured.
1.3
gationisprinklersystems including all risers and spray heads shall not be installed within 1-0„ of the
Irrigation/sprinkler
or by installing 4" by 10" rectangular anchors formed from 3/8" reinforcing steel between
1.3
Care shall be taken to assure that the project site is safe and that debris is removed or collected in a
building side walls.
adjacent units at maximum vertical centers of 16".
secure enclosure.
1.4
To provide for inspection for termite infestation, the distance between wall covering and final earth
1.4
The work of this project shall include all necessary labor, materials, licenses and permits required
grade shall not be less than six inches. Exception: Paint or decorative cementious finish less than
to complete the work as indicated by the drawings and specifications in a good and workmanlike
5/8" thick adhered directly to the foundation wall.
4.3 Lay all masonry units true to line and grade. Mortar joints shall extend the full width and
manner.
depth of face shells and shall not exceed 3/8" thickness, except for bed joints at footings
which shall not exceed 3/4" thick.
1.5
The Bid for the work shall include that work associated with the renovation of the project
1.5
Initial treatment shall be done after all excavation and back fill is complete.
4.4
that is generally indicated on, but is not necessarily limited to, the drawings and applicable
1.6
Mortar shall be type M or S and conform to ASTM C270. Mortar shall be used within two (2)
specifications.
Soil disturbed after the initial treatment shall be retreated including spaces boxed for formed.
hours of mixing.
4.5
1.6
All work shall be in accordance with the requirements of the latest editions of the 2020
1.7
Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with
Place all masonry in running bond with three -eights (3/8) inch mortar joints.
Florida Building Code, 2020 Florida Mechanical Code, 2020 Florida Plumbing Code,
permanent metal or plastic forms. Permanent forms must be of a size and depth that will
National Electrical Code and Life Safety 101 Code all as other applicable codes and
eliminate the disturbance of soil after the initial treatment.
ordinances. Accessibility must meet the requirements of the 2020 Florida Building
GAREENTR'I' :
Code.
1.8
Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall
6.1 Furnish and install all rough and finish carpentry, and cabinet work as required to
occurs before vapor retarder placement, retreatment is require,
completely provide for work indicated.
1.7
All prospective contractors and subcontractors shall visit the premises in order to become
thoroughly familiar with the work and working conditions. Bid amounts shall include all work
1.9
Concrete over pour and mortar along the foundation perimeter must be removed before
6.2 All lumber and plywood shall have grade marks and mill and treatment identification.
associated with the various components of the work described on the plans whether shown in full
exterior soil treatment.
and complete detail or not.
6,3 Pressure treatments shall include Osmosalts, Osmose K-33, Womansalts or Celcure.
1.10
Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure
side walls.
6.4 Framing lumber shall be minimum No. 2, Southern Yellow Pine and shall have
1.8
Cost associated with applications for all necessary permits and the actual costs of all
1.11
An exterior vertical chemical barrier must be installed after construction is complete including
maximum moisture content of 15%.
necessary permits are to be included as a part of the work and shall be included with bid
landscaping and irrigation. Any soil disturbed after the vertical barrier is applied shall be
F tr 1,2000 psi
amounts.
retreated.
F V= 90 psi
1.12
All buildings are required to have pre -construction treatment.
F c= 975 psi
E = 1,600,000 psi
1.9
The contractor shall be solely responsible for proper and accurate layout of lines and grades
necessary to accomplish the work in a good and workmanlike manner. The contractor shall
1.13
A certifi cate of compliance must be issued to the building department by a licensed pest control
6.5 Curbs, sleepers, nailers, furring, lumber in contact with earth, concrete, masonry or steel, and all
verify all dimensions and figures indicated on the drawings before laying out the work and will be
company before a certificate of occupancy will be issued. The certificate of compliance shall
exposed and unpainted lumber shall be pressure treated. Pressure treated lumber shall be
responsible for any error or inaccuracies resulting from its failure to do so. The architect
state: 'The buildi ng has received a complete treatment for the prevention of subterranean
brnpregnated with a CCA salt treatment in accordance with F.S. TT-W-571 and bear the
assumes no responsibility for laying out the work.
termites. The treatment is in accordance with the rules and laws of the Florida Department of
American Wood Preserves Institute Quality Mark LP-2.
Agriculture and Consumer Services."'
1.10
Electrical, plumbing and mechanical subcontractors shall provide for additional engineering
(if required) and shall secure all necessary permits, pay all associated fees and
arrange for all necessary inspections that may be required. 1.14
After all work is completed, loose wood and fill must be removed from below and within V-0" of
the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose
containing material.
1.11
All materials used in the work shall be as specified. In the absence of specifications for any
materials required for the performance of the work, materials used shall be the best of their 1.15
No wood, vegetation, stumps, cardboard, trash, etc., shall be buried within 15'-0" of any
respective kinds.
building or proposed building.
1.12
Any deviations from the drawings and specifications must be approved by the architect prior to
GONGRETE :
construction. Any deviations that are not approved shall become the sole responsibility of the
contractor. 3.1
Concrete to be normal weight with the following minimum compressive strengths at twenty-eight (28)
days:
1.13
All materials, systems, and construction components shall be installed in accordance with the
(A) Footings, slab -on -grade, slab fill ----------------- 3,000 psi
manufacturer's published instructions and specifications. The contractor shall coordinate the work
(B) Masonry filled cells, wall tie beams, and tie columns --- 3,500 psi
of all trades in order to assure proper clearances and coordination of the work.
3.2 Concrete shall be ready -mix per ASTM C94 as follows:
1.14
It shall be the responsibility of the contractor to properly store and protect all materials delivered to the job
(A) Portland cement ----------------------- ASTM C150
site. Any loss of any nature shall be borne by the contractor.
(B) Aggregates --------------------------- ASTM C 33 (3/4 max)
(C) No calcium chloride
1.15
The premises and work areas shall be maintained in a reasonably neat and orderly condition and
(D) Air Entraining ---- ------- ------------ ASTM C260
shall be kept free from accumulations of waste and debris. The contractor shall be responsible for
(E) Water reducing ----------------------- ASTM C494
removal of all trash, waste and debris from the project site and shall dispose of same in a proper
(F) Fly ash ------------------------------- ASTM C618-78 class F
and legal manner.
1.16
Gasoline, fuel oil, paint thinners and all other hazardous materials shall not be stored inside of the
premises. Use of such products or products containing such components shall only be used with
adequate and proper ventilation and shall be dispensed from containers approved for such use. The
contractor shall maintain all necessary Material Safety Data Sheets (MSDS) on the project site for all
products requiring same.
1.17 The contractor shall comply with all applicable rules and regulations of OSHA.
1.18 The contractor shall provide and maintain all necessary temporary shoring or bracing as may be
required to prevent damage to the owner's property or injury to persons.
31.20
w 1.21 The contractor shall not commence work until the Owner has been provided with a certificate of
insurance indicating appropriate minimum insurance coverages.
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1.22 All work shall be guaranteed by the contractor for a period of one year with exception of products
z and components whose manufacturers provide for additional warranty and/or guaranty periods or
w as may be otherwise specified herein. Prior to final payment, the contractor shall provide an
CD originally signed guaranty for the work and other applicable warranties and guaranties to the
42
a) owner.
a)
2 1.23 A foundation survey shall be performed and a copy of the survey shall be on the site for the
_ building inspector's use, or all property markers hall be exposed and a string stretched from marker
to marker to verify required setbacks.
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3.3 Prepare and place concrete in accordance with the American Concrete Institute (ACI)
Manual of Standard Practice, Parts 1, 2, and 3, including recommendations for hot
weather concreting and ACI 318 Building Code requirements for reinforced concrete.
3.4 Required slump range at discharge end of truck equals (=) three (3) to five (5)
inches.
3.5 Contractor shall verify locations of all openings and sleeves, slab recesses, etc., as required by
other trades before concrete is placed.
6.6 Provide all necessary anchorage using hot dipped galvanized common or ring shank nails and
hot dipped bolts, nuts and washers or wood screws. Staples are not permitted.
6.7 Install all framing closely fitted and accurately set. Reinforce all openings with headers and bridge
as shown or as required. Space studs and furring at maximum 16" centers. Provide single sole
plates and double top plates of the same width as framing members.
ELEGTRIGL
16.1 This electrical design is intended to meet the requirements of the National Electrical
Code, the local building department regulations and the electrical utility.
16.2 Wiring devices are to be specification grade.
16.3 Contractor is to provide cost options to the owner for: -- energy saving lamps
and ballast vs electronic.
16.4 The contractor shall furnish all material, labor, tools, equipment and work
required for installation of a complete electrical system including lighting and
power distribution, telephone conduits, interior and exterior lighting, as indicated
on drawings. All work shall comply with the standards of the latest adopted
edition of the National Electric Code and all work must meet approval of all
additional codes and inspecting authorities. Contractor shall investigate work to
be done prior to submitting bid.
16.5 Installation: - all work shall be done is a neat workmanlike manner by
experienced journeymen electricians.
16.6 All dimensions must be verified by the contractor and responsibility
assumed for accuracy.
16.7 All minor work necessary, although not shown, to make this complete electrical
installation shall be considered a part of the contract.
16.8 Panel board to be square d or approved equal with door unless otherwise
specified (locking door, if required by Owner). Install typewritten, two -column
directories inside each panel -board indicating what each circuit serves.
16.9 All wire to be copper and no wire smaller than #12 awg gauge shall be used on this
installation. (exception: low voltage wiring as required) no aluminum wire to be
used with the exception of the power company feeder line(s).
16.10 Switches: switches controlling panels, load centers, or motors shall be heavy
duty square D, ITE, or approved equal. Multiple mains shall be identified as
main #1, main #2, etc.
16.11 Electrical contractor shall install all exhaust fans, ductwork to be provided and
installed by HVAC Contractor.
6.8 Finish lumber for interior trim shall be B and Better Douglas Fir. Provide stain grade
material without finger joints.
MEGHAN I GAL
Install all trim in the longest lengths possible to avoid joints. Miter exterior corners, cope interior
6•9 corners and carefully scribe woodwork to other adjacent work. Provide profiles to match existing 15.1 The entire installation shall conform to the requirements of the Standard Mechanical Code,
as closely as possible and anchor all trim work with trim headed nails set just below the trim's NFPA 90A and NFIPA 96, SMCNA, ACCA, and The Energy Efficiency Code for Building
surface. Construction, latest editions.
A
6.10 All plywood that is used for sheathing shall be a minimum of four plys and unless otherwise 15.2 Thermostats shall be mounted at 52" A.F.F. where shown on the plans.
specified or required to match an existing condition shall be nominal 5/8" CDX structurally rated for
the condition. e 15.3 Coordinate and verify electrical characteristics of equipment with the electrical contractor.
6.12
All plywood that is to be exposed, finished or not, shall be Douglas Fir A/C grade. Unless
otherwise specified or required for the existing condition, all finish plywood shall be 3/4" thick. 15.4 Coordinate available space for equipment and locations of diffusers, grilles, piping a o
and devices.
15.4 Provide sheet metal weather covers at penetrations and factory curbs for installation of G PABL E STRUCTURES
All Plumbing, Electrical, and Mechanical rough -ins must be complete, inspected, and approved all roof top or wall mounted equipment.
before requesting the framing inspection.
THERMAL 4 MOISTURE PROTEGTION:
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Exterior Sealants: Vulkem 116 or Sonneborn NP-1.
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Interior Sealants: Dap Acrylic Latex or Pecora AC-20. 3e
0 Plumbing Fixture Sealant: Dow Corning 8640 or G.E. 1700 Series silicone caulking.
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Install sealants in accordance with manufacturer's directions. 2e O
2n
0
NAILS -- ROOD 3e O
gd-C ALV. R I NC SHANK NAILS OR EGG I VALENT O
EDG7ES I NF I LL (D (D
ZONE I 4'' O.G. h ii O.G.
ZONE 2e 4'' O.G. ro" O.G.
ZONE 2n 4 O.G. 4" O.G. a
Z0N'E 2r 4" O.G. 4" O.G.
ZONE 5r 4" O.G. 4" _ O.G. HIP STRUGTURES
ZONE 3e 4" O.G. 411 O.G. a = 4.0' -
ZONE 4 4" O.G. r 11 O.G.
ZONE 5 4" O.G. 4" O.G.
I HEREBY CERTIFY THAT I HAVE REVIEWED
DOOR AND H I NDONS
8.1 New interior wood doors as scheduled
8.2 All metal doors are to be as scheduled.
8.3 All exterior windows and glass doors are required to be tested in
accordance with ANSI/AMMA/NWWDA 101/IS2 Standard and bear
an AMMA or WDMA label identifying the manufacturer,
performance characteristics and approved product testing entity.
8.4 All exterior windows and doors shall be anchored per published
manufacturer's recommendations to achieve the design pressure
specified.
8.5 Mullions and adjacent door assemblies are required to be tested or
engineered to transfer 1.5 times the designed loads to the rough
opening substrate.
AFFROVED PRODUGT LIST
1 CAST CRETE, LENTIL HEADER, FL#10456.2
2 SIMPSON HETA16,HURRICANE TIES,FL#158.1
3 SIMPSON ABU44, HURRICANE TIES, FL10860.4
4 HARD] PREVAIL LAPPED SIDING, FL#13192.5
5 GAF SHINGLES, FL#10124.1
6 APOC SB-1, UNDERLAY, FL#25974.5
7 ALSIDE, SOFFIT,FL#15272.2
8 MI, WINDOWS, FL#15209.1
9 PLASPRO, DOORS, FL#17676
10 FLAMCO, OFFRIDGE VENT, FL#21580.1 R2
THI5 PLAN AND FOUND IT TO BE IN GOMPLIANGE WITH A5GE 1-I6 AND
THE 2020 BUILDING CODE 7TH EDITION
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