HomeMy WebLinkAbout23-6528City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-006528III -2023
Issue Date: 07/19/2023
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 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.
!I RIM1111711 WITIMMI 1 1 111 1
FIFFIT71 111711111111111 , 117117171117111 . -A, '.
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.
) zp"�
CANT CTOR SIGNATURE PE IT OFFICEC)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Owner's Name 7,,,�; hf. Owner Phone Number
dt'
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK y i Gs
BUILDING SIZE 150)'f x ICE a SO FOOTAGE HEIGHT
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R,E,C,
=PLUMBING 'r
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY s-/ 6"Wers
SIGNATURE REN L1 N
REGISTERED
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED �N FEE CURREN
Address I License #
PLUMBER COMPANY
SIGNATURE REGISTERED LZ_LN FEE CURREN L_Y ( N
Address License#
MECHANICAL COMPANY I
SIGNATURE REGISTERED L_Y_L N_J FEE CURREN Y/N
Address License #
OTHER COMPANY E
SIGNATURE REGISTERED Q/;N; �FEECURR�ENY�/N��
Address License #
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 durmoster; 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 w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster. 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. (AIC 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 IMPACTIUTILITIES 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 udders , tand 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, after, 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.
JURAT (F.S. 117
OWNER OR AGENT 4
Subscribed and sworZ(or (or �bef.re me 1�h,,,�
by
Who is/are personally known to me or has/have produced
as identification,
Notary Public
Commission No,
�CONTRACTOR
171
Subscribed and sworn to (or affirmed) before me this
by
Who islare personally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
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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 A6 15, 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.
T SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
& THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
AGGREGATES - #6 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:
i 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:
1. 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 FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I -B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTON 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 910 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:
i, 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 HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS,
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, BAWL,
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 MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
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 A615
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.
2. TYP --TYPICAL
2. SIM SIMILAR
3. LION UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
S. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
1, 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 A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. 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.
S. SCREENING MATERIAL SHALL BE I8X14X0.013 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.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST); 130MPH
NOMINAL DESIGN WIND SPEED Vasd: 110MPH
2. RISK CATEGORY: 1
1 WIND EXPOSURE: B
4. INTERNAL COEFFICIENT: SCREEN ENCLOSURE (OPEN STRUCTURE) +/- 0.00
S. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SCREEN ROOF: 6 PSF
SCREEN WALLS (WINDWARD): 23 PSF
SCREEN WALLS (LEEWARD): 20 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF
ROOF ZONE 2: 12.4/-63.9 PSF
ROOF ZONE 3: 12.4/-87.1 PSF
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18x14x0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
7. LIVE LOAD:
300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS,
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL
EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6%#I0WWM OR
3000 PSI FIBERMESH SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR
THE PROPOSED STRUCTURE
9. SCREEN ROOF TYPE: FLAT
HOLLOW SECTIONS
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:---------------------------------------- I" x 2" x 0.040"
1 x 3: ----------------------------------------1" x 3" x 0.045"
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"
49*2TURIT901HINTUCO.
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB: ----------------------
2" x 5" x 0.050" x 0.118"
2x6SMB: ----------------------
2" x 6" x 0.050" x 0.120"
2x7SMB: ----------------------
2" x 7" x 0.057" x 0,120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2x9SMB: ----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB: -------------------
2" x 10" x 0.092" x 0.374"
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S-1 GENE.'ZiL NOTES
I
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
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FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORID4 LICENSE NUMBER-7H6-&4-
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLOIZID-4. LICENSE NLQV,13YFR��3
FBC Plans & Engineering
Services, Inc.
5344 9th St,
Zephyrhills, A. 33542
Phone: (813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
I DATE: 06/23/2023
[q06WN BY: MARK DUNN SR.
REVISION: DATE:
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RO 2
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TAKATA
EMERALD POINTE MHP
3324 MALACHITE DR.
ZEPHYRHILLS, FL 33540
111#10VIRM110101
dweWT.11=11114
ENGINEERS NOTES
S-1
i i • i' � i i•
THE 6 4TH WALL SMB MAY SPAN' TO
15'-0"POSTS IF ROOM! TO AVOID
DOORS, WINDOWS, . r
EXISTING
MOBILE HOME
12'-O" 11`-6" 11'-3"
3x3x.093 3x3x.093 - 2x6 4TH WALL SMB /- 3x3x.093 3x3x.093
05,
PROPOSED \ \ \ Cp
SCREEN
ENCLOSURE
s
PROPOSED
SCREEN ROOF
5A
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND PBC 7TH
EDITION RESID 4L AND EXISTING
BUI I /
E •A ^,
I <<
David W. Smith P.E.
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
f rik Stuart P. E.
I
4ervices, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone: (813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE:06/23/2023
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
i t a' i � � •
TAKATA
EMERALD POINTE MHP
3324 MALACHITE DR.
ZEPHYRHILLS,FL 33540
SUN STATE BUILDERS
PLANS & ELEVATIONS
S-2
BEAM
SCREWS
2" X 4" SMB
6
2" X 5" SMB
6
2" X 6" SMB
8
2" X 7" SMB
8
2'X 8" SMB
10
2'X 9" SMB
10
2" X 10'SMB
12
FOR SLOPED BEAMS
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2" X 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN ON S-2)
ATTACHED TO BEAM W/ (4) 10 X 2"
TEK SCREW INTO SCREW BOSS
1"X 2" OPEN BACK EAVE
RAIL ATTACHED TO UPRIGHT
W/ (2) #10 X 1-1/2" TEK SCREW
INTO SCREW BOSS
#10 X 1-1/2" TEK SCREW AT 24" O.C.
#14 X 3/4" TEK SCREW
(SEE TABLE ABOVE)
OPTION #2
0.062" MIN. ALUM, INTERNAL OR
EXTERNAL RECEIVING CHANNEL
OPTION #1
W/ (4) #10 X 3/4" TEK SCREW
INTO BEAM OR UPRIGHT AND
SELF -MATING BEAM
(4) #10 X 1-1/2
(2) #12 X 3/4" TEK SCREW EACH
NOTCHED T�'
SHALL BE NOTCHED
TEK SCREW INTO
LEG INTO 2X2 OR 2X3 GIRT OR
OR UPRIGHT
FOR T
SCREW BOSSES I
I PURLIN OR (3) #12X3/4- TEK SCREW
I EACH LEG INTO 2X4 GIRT OR PURLIN
5/8'
2"X_ PER PLAN I
I 2-X- PER PLAN
0 0-T
00- 0.060" MIN. ANGLE CLIP--/ I I UPRIGHT OR BEAM,
W1 (2) #12 X 3/4" TEK I I
00 SNAP OR SELF MATING
SCREW EACH LEG FOR I 2X2 OR 2X3 & W/(3) I
OR HOLLOW
0 #12X3/4" FOR 2X4 L_AV_J
OPTION #3
CHAIR RAIL AND GIRT CONNECTIONS
UPRIGHT WEB LAPPED OVER PURLIN
W/ (4) #10 X 3/4" TEK SCREW EACH SIDE
NOTE: 2" X 3" SPECIAL MAY BE USED IN
LIEU OF 2" X 2" W/ 1" X 2" COMBO
2" X 2" X 0.045" EAVE RAIL MEMBER
(UNLESS OTHERWISE NOTED ON S-2)
ATTACHED TO PURLIN W/ (2) #10 X 4"
TEK SCREW THRU SCREW BOSS
1" X 2" X 0.045" OPEN BACK
ATTACHED TO PURLIN W/ (2) #10 X 1-1/2"
TEK SCREW INTO SCREW BOSS
1" X 2" X 0,045" OPEN BACK
ATTACHED TO 2"X 2" X 0,045" EAVE
RAIL MEMBER W/ #10 X 1-1/2"
TEK SCREW AT 12" O.C.
PURLIN ATTACHED TO EAVE
RAIL W/ 2" X 2" X 0.125" INTERNAL
RECEIVING CHANNEL OR EXTERNAL
0.125" ANGLE CLIP ATTACHED
W/ (3) #12 X 3/4" TEK SCREW EACH LEG
2" X 3" EAVE RAIL
1-1/2"X 6" X 0.125" FLAT BAR
W/ (6) #12 X 3/4" TEK SCREW
3 AT EAVE RAIL AND 3 AT POST
FASTEN RECEIVING CHANNEL
TO BOTTOM OF EAVE RAIL
W1 (4) #12 X 3/4" TEK SCREW
ALUMINUM UPRIGHT
PER PLAN
4" MIN. UPRIGHT
PER PLAN
\—PURLIN
NOTCH POST
AS NEEDED
UPRIGHT
PER PLAN
PURLIN
0.060" MIN. RECEIVING CHANNEL
(1" X 2" X POST SIZE) ATTACHED
TO POST W/ (3) #12 X 3/4"
TEK SCREW EACH SIDE
-OR-
USE 2" X 2" X 0.125" ALUMINUM
ANGLE BOTH SIDE OF POST ATTACHED
W1 (3) #12 X 3/4' TEK SCREW EACH LEG
(3) 3/8"THRU BOLTS,
WASHERS, AND NUTS,
CORROSION RESISTANT
2x SMB
PER PLAN
ALUMINUM POST
PER PLAN
1X OPEN BACK
ALUMINUM
POST
PER PLAN
FASTEN 1X OPEN
BACK TO ALUMINUM
POST W/ #10 X 1-1/2"
TEK SCREW, 3" FROM
TOP AND BOTTOM
AND 12" O.C.
kwomal
Im•
OPTION #1
OPTION #2
(4) #10 X 1 1/2"
TEK SCREW INTO
0.0625" MIN. RECEIVING
CHANNEL OR ANGLE
SCREW BOSSESA
EACH SIDE TYPICAL
H
2" X 2" OR 2" X 31, —J (2) #10 X 3/4" TEK SCREW
PURLIN OR GIRT TYPICAL EACH LEG
(TOTAL 6 SCREWS USING
RECEIVING CHANNEL AND
8 SCREWS USING ANGLES)
PURLIN OR GIRT TO BEAM OR POST DETAIL
1 X 2" X 1/8" ANGLE
(4) #12 X 3/4" TEK SCREW
(TYP. TOP AND SIDE)
1/8"0 STAINLESS
STEEL CABLE
3/8"WELDED STAINLESS
A-- STEEL EYE BOLT
SIDE VIEW 1"0 MIN.
WASHER
BENEATH NUT
,rr%o tflCtAt
FASTEN CARRIER BEAM TO 4TH WALL BEAM
WITH 2-1/8"x2"x.060" RECEIVING CHANNEL
W/ #12x3/4" TEKS 3/4" O.C., (1) SCREW PER INCH OF
BEAM HEIGHT'H', EACH FLANGE
STAGGERED
1/8" ALUMINUM PLATE
AT 45' ANGLE W/ 1" BREAK
AT 90' W/ 5/16" EYE BOLT
W/ LOCK NUT AND WASHER
EACH SIDE
(9) #14 X 3/4"
TEK SCREW
AT 1" O.C.
NOTE: WHEN USING OPTION #2
CONNECTION CABLE MUST BE
WITHIN 6" OF CORNER OR
PRIMARY MEMBER
1/ 0 3/8"0 ADJUSTABLE EYE
.OPTION #2 r BOLT FOR CABLE TENSION
1/8"0 STAINLESS
(8)#14X 3/4" TEK SCREW—" STEEL CABLE
PERIMETER FRAMING
'-2" X 2" X 1/8" EXTRUDED
SIDE VIEW ANGLE ON 45'ANGLE
OPTION #1
IaLLZ
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIJI'PND EXISTING
B
E A tj
p
A%
ILI 4
C"
S
- - - - - - - - - - - - - - -
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.
FBC Plans & Engineering
Services, Inc.
5344 9th St
Zephyrhills, fl. 33542
Phone; (813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 06/23/2023
DRAWN BY: MARK DUNN SR.
111 M-M-5101-001 13131411
TAKATA
EMERALD POINTE MHP
3324 MALACHITE DR.
ZEPHYRHILLS, FL 33540
SUN STATE BUILDERS
SCREEN ENCLOSURE
S-3
F3
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 5/8" SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 2" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
Mure'.r
(4) #10 X 3/4" TEK SCREW
FASTENING SECONDARY
ANGLE TO COLUMN
(TYPICAL EACH SIDE)
(B) CONCRETE SCREW ANCHOR
INTO SECONDARY ANGLE
(TYPICAL EACH SIDE)
(SEE TABLE)
SECONDARY ANGLE 0.125" MIN. THICK
(NOT REQUIRED FOR 2X3 MEMBER)
PRIMARY ANGLE
2"X2"X0.125"
(2) #10 X 3/4" TEK SCREW FASTENING
COLUMN TO PRIMARY ANGLE
® (TYPICAL EACH SIDE)
1" X 2" BASE MEMBER
® (TYPICAL EACH SIDE)
�;• P:,•. (1) CONCRETE SCREW (SEE TABLE)
ANCHOR INTO PRIMARY ANGLE
ANCHOR SPACING
AND 1 /4"0J CONCRETE SCREW
(MIN.) (TYPICAL) (SEE TABLE) ANCHOR AT 24" O.C. BETWEEN
COLUMNS
3" (MIN.) (TYPICAL EACH SIDE)
Column
Size
1/4" & 3/8„ 0
Concrete Screw
Anchor
B
Min. Spa
2x3
0
0"
2x4
1
3''
2x5
1
3"
2x6
1
4"
2x7
1
5"
2x8
2
Y
2x9
2
4"
2x 10
2
4.5"
NOTES-
1 NUMBER OF ANCHORS "B" IS EAC
H SIDE INTO THE SECONDARY ANGLE
AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL
BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTHS AT
UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT"
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER,
4. 2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS
AS 2X4 SHOWN IN TABLE,
5, IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE
LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 01 X 3" LAG SCREW FOR
3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 MEMBER.
2" X 3" OR LARGER UPRIGHT TO CONCRETE W / WO PAVER DETAILS
0.125" STAINLESS STEEL CABLE
i
TOP OF
CONCRETE
4" NOM, SLAB MIN.
aP G
3/8"0 X 3" MASONRY ANCHOR 4 2500 PSI CONCRETE
W/ WELDED WIRE
W/ 3-3/4" EMBEDMENT MIN. OPTION #1 OR FIBERMESH
(4" SLAB ONLY)
\ DOUBLE COMPRESSION SLEEVES
v
TOP OF
[CONCRETE
STEEL CLIP MAY
NOM. SLAB MIN. 4"A-36
BE PLACED ON TOP OR
SIDE OF DECK W/ (2) 3/8" X 3"
a
SLEEVE ANCHOR
3/8"0 X 3" MASONRY ANCHOR
2500 PSI CONCRETE
W/ 3-3/4" EMBEDMENT MIN. OPTION #2
W/ WELDED WIRE
(4" SLAB ONLY)
OR FIBERMESH
4" NOM, SLAB MIN.
1-1/2" X 5-1/2" ALUMINUM
STRAP W/ (2) 3/8" 0J X 3"
MASONRY ANCHOR
W/ 3-3/4" EMBEDMENT MIN.
0.125" STAINLESS STEEL CABLE
TOP OF
CONCRETE
O a
.6.
0
2500 PSI CONCRETE
OPTION #3 W/ WELDED WIRE
(USE WITH FOOTING) OR FIBERMESH
IF
00
z.
(1) # 5 REBAR
�) CONTINUOUS
(2) 3/8"0 MACHINE BOLTS,
NUTS AND WASHERS OR
(4) #14 X 3/4" TEK SCREWS EACH SIDE
ALUMINUM 3x3 POST
rrarr� �tr
11 GA. INTERNAL ALUMINUM BASE
PREDRILL VERTICAL FLANGES
2" X 2" X. 125" ANGLES EXTERNAL I
OR EQUIVALENT POST BASE ! (4) 1 /4`0J CONCRETE ANCHORS
W/ 3" MIN. EMBEDMENT, 3" MIN, EDGE
(2) 3/8"0 CONCRETE ANCHORS PER DISTANCE AND 2" MIN. SPACING
EXTERNAL FLANGE WITH 2" O.C. SPACING, 1
2-3/4" MIN. EMBEDMENT AND 3" MIN. - --- --
CONCRETE EDGE DISTANCE `
CONCRETE
71.
e
3x3 ALUMINUM POST CONNECTION
TO CONCRETE BASE OR HEADER DETAIL
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDE T�I AND EXISTING
BUILDIN { i
� D E A R
$ �Mh mALu
$&
gi.
to
mlglamffiws #�
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 1EI iE NUMBER: 066
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, fl. 33542
Phone;(813)838-0735
Website: www.fbcplans.com
C.O.A. - #29054
DATE:06/23/2023
DRAWN BY: MARK DUNN SR.
TAKATA
EMERALD POINTE MHP
3324 MALACHITE DR,
ZEPHYRHILLS, FL 33540
ww r r s
SUN STATE BUILDERS
SCREEN ENCLOSURE