HomeMy WebLinkAbout22-4784Address: 37400Comwall Drive
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I
Issue Date:
Building Valuation: $7.000.00
Electrical Valuation: $110
Mechanical Valuation: $1.00
Plumbing Valuation: *1.OV
Total Valuation: $7.003I0
Total Fees: $112.50
Amount Pam:$11zzm
Date Paid: 1n/5/2822 111750AM
INSTALLATION SCRmROOM 170SQFT8EX|ST|wG CONCRETE
Building Permit Fee
$75.00 Building Plan Review Fee
/
REINSPECTIONFEES: (c)VVith respect to Reinspection fees will with Florida Statute 553.80(2)(c) the
local government shall impose efee mf four times the amount of the fee imposed for the initial inspection or
first neimspectimn.whichever |s greater, for each subsequent reinmpeotion'
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 aowater management, state agencies orfederal agencies.
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PEfAIT OFFICEC)
"EIERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Owner's Name
Owner's Address I_T.1WJQ f [tf"AGa04 I U %. ef /A ( l l :� /'1
Fee Simple Titleholder Name I! I
F��SImpJe-Tiitabutder-Address-- ---- __ __.__.__
Owner Phone Number
Owner Phone Number
Owner Phone Number
✓✓tt f a
JOB ADDRESS � �/ Go°' �/�7f � z7 .� �, � '� � e ^g S [ p� LOT # �/ r�
SUBDIVISION e(1Q # jd 4�� PARCEL ID# "s� f t� 0 r° X C�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE �/ I (s'7 SO FOOTAGE= HEIGHT
BUILDING $ C} VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
r
PLUMBING
=MECHANICAL S VALUATION OF MECHANICAL INSTA ION
` J40111
=GAS ROOFING SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER �r �'lp`%/---� COMPANY
SIGNATURE ` L> REGISTERED Y t N FEE CURREN Y/ N
Address License # &/ �l {
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
I I I I I( I
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
Y/ N FEE CURREN Y I N
License #
Y / N FEE CURREF Y / N
License # F_
Y I N FEE CURREt Y/ N �j
License #
Y / N FEE CURREt Y / N
License #
lilI11111113IIt111111116111111
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 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 $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 "Wunless 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
FLORIDA JURAT (F
OWNER OR AGEN"VC_(C_,1"J / / ('°"�
Subscribed and swdrn to (or affirm6d) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission
Name of Notary typed, printed or stamped
and
me this
Who is/ere p6rsonally kpown to me or has/have produced
as identification.
I V",
r/ Z_4----_Notary Public
Commission No
Name of Notary typed, printed or stamped
INSTR# 2022209698 OR BK 1096 PG 19 Page 1 of 1
09/22/2022 01:18 PM Rcpt: 2506655 Rao: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. - - _ _ Parcel ID No
NOTICE OF COMMENCEMENT
State Of <f erg® County
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 Common/qer_rnent +! �^, h
1. Description of Property: Parcel tdentlflcetlon No. f "` (o a / c//� 4 D ��ib �✓
F
2. General Description of Improvement
Owner Informations
N
for the improvement
Address City State
Interest in Property: O W"2 of .S
Name of Fee Simple Tttieholder.
(if different from Owner listed above)
Address _ �1�SCity State
4. Contractor.
State
Contractor's Telephone No.:
5. Surety.
Name
Address City State
Amount of Bond:
6. LaMar.
Name
Telephone No.:
Address city State
Lendets Telephone No.:
PA
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(1KaM7), Florida Statutes:
Name
Address City State
Telephone Number of Designated Person;
8. In addition to himself, the owner designates of -
to receive a copy of the Lfenoes Notice as provided in Section 713.13(1 Kb), 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 spedfled):
WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the test
of my knowledge and belief.
STATE OF FLORIDA ---
COUNTY OF PASCO J Y
SlAttire-of Owner or Lessee, or Owner's or Lessee's Authorized
Offloor/Oirector/Partner/Manager
.f� Slgnakuya TtOe/Oflce
The foregoing lbstrtxnent was acknowledged before me this -day of 10 .20:�ry / "/1�' S'l�l� G L_ IY y�l t G, AW 16
as �d c �/ ( � (type of authority, e.g., officer, trustee, attorney in fad) for
(name party on behalf of m Instrument as executed).
Personally Known ❑ gR Produced K Identification
✓cation Notary Signature %%
Type of Identification Produced f"�/,.-� 6 Z-/ -- Name (Print) �% �L- Y6/,p rr® T
i•�qS*:' 'R"(DEL
COMMISSKIN N (?0 TTD
�? EXPIRES kad26,2024
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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 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. THICKNFSS,
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. 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.ALUTMINUM:
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 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 #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:
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, 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 BX
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 OTHERWISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E1300
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,
1. TYP -- TYPICAL
2. SIM --SIMILAR
3. LON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIE -- 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
S. 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.
1 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.
5. 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 3S', 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:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT:
SCREEN ROOM (OPEN STRUCTURE): 0.0
5. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
SCREEN WALLS: 23 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE is 114/48.4 PSF, ZONE 2: 12.4/-619 PSF, ZONE 3: 12.4/-871 PSF
6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL.
EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6'-X6`-#10WWM OR 3000
PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR
THE PROPOSED STRUCTURE.
T SOLID ROOF TYPE: T148" COMPOSITE PANELS, FL 7561 OR EQUIV.
1119TUSINTANT49919M
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 S: ---------------------------------------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"
L WORK SHALL C&�"APL)/ iVIATH PREVAILING
)DES FLORIDA BUILDING CODE,
TIONAL E-LEC TMIC CODE,
D THE CMe OF ZEPHYRH1LLS
%
SNAP SECTIONS -r-,, , I V v LUA-71't-
y
x 2 Snap: ---------------------------------- 2" x 2" x 0.045 , "'.j P, Z C. P
x 3 Snap' --------------------------------2" x 3" x 0.050 A-
E
2 x 4 Snap:--------------------------------- 2" x 4" x o,b4S" P0, N
82*25TIEWAVROWNUMA
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2x5SMB: ----------------------
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"
2x8SMB: ----------------------
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"
INDEX:
S-1 GENERAL NOTES
S-2 PLANS AND ELEVATIONS
S-3 SCREEN ROOM DETAILS
S-4 SCREEN ROOM DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN A F TO BE IN
COMP
Qp j
tj¢¢ AND FBC 7TH
ED*
I FjF ,�I l/fND tt�TING
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LC1�®°
S 10
PROFESSIONAL ENGINEER SEAL
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, fl. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Email: erb@fbcplans.com
Website: wvrw,fbcplans.com
C.O.A. - #29054
I DATE: 08/29/2022 1
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
WHITCOMB/BENBOW
37400 CORNWALL DR.
ZEPHYRHILLS, FL. 33542
CONTRACTOR:
SUNSTATE ALUMINUM
GENERAL NOTES
S-1
EXISTING
HOUSE OVERHANG
M
EXISTING
HOME
'2X3
LU
2X3 o NI
PROPOSED
x SCREEN ROOM 2X31
U)
12X3 X
x
—44' 4' 4'
ill 16'
2X6 SMB
RIDGE
PROPOSED
3" X .024" COMPOSITE PANEL
ROOF FL 7561 OR EQUIV.
W/ GLUE DOWN SHINGLES
2X3 r-2X3
2X3 2k3
EXISTING
c? x x x
— 1
HOME x
a
PROPOSED
LEDGER BOARD (WOOD OR ALUMINUM)
TO RUN ALONG RAKE OF COMPOSITE
ROOF, UP AND DOWN, BOTH SIDES
PROPOSED
3" X.024" COMPOSITE PANEL
ROOF FL 7561 OR EQU[V,
W1 GLUE DOWN SHINGLES
---EXISTING
CONCRETE SLAB VVI FOOTER
a
�X2 MIN. 11 2X2 MIN. I 2X2 MIN. 11 2X2 MIN,
IX2 MIN IL 1X2 MIN 1X2 MIN 1X2 MIN
EXISTI[IG CONCRET� SLAB AND FtOTER
4' 4' 4' 4'
16'
I HEREBY C%j�FYalfiAMlIkl6VE REVIEWED
T
Cl &PT=A NB/C 7TH
Er I TV) ENfQZ1F?l ANEC6EXISTING//,
B
6
Z_
tj
ZZ
F L O'Q
0
111"k-SS1
PROFESSIONAL ENGINEER SEAL
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
F13C Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax; I-(866)-824-7694
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 08/29/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JOB # 22 0824 342
JOB NAME &ADDRESS:
WHITCOMB/BENBOW
37400 CORNWALL DR.
ZEPHYRHILLS, FL. 33542
SLINSTATE ALUMINUM
PLANS AND ELEVATIONS
S-2
#10 TEK SCREW AND 1-1/4" 0 #10 TEK SCREW AND 1-114"0
COMPOSITE WASHER 8" O.C. COMPOSITE
I HEREBY REVIEWED
THIS PLA
NEOPRENE WASHER AT 8" O.C. (USE NEOPRENE AT (USE
COMP bt�N E AND'04C 7TH
FASTEN COMPOSITE PANEL TO
N RIDGE
DG E
ALUMINUM RIDGE CAP
CAP
U M R C
SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF
EDI R �D W AL-ANB,EXISTING-,
E
BEAM W/#10TEK SCREW AND 1-1/4"0
M
G FAST EN E D
FLASHING FASTENED TO
To NE
E
NEOPRENE WASHER AT 8" O.C.
P W E N E
R
OPRENE
ORE
PANEL THICKNESS PLUS 1 MIN.) PANEL THICKNESS PLUS 1 MIN.)
B E
B
B
BUZD
Ci 41
(USE
N EL W #8
COMPOSITE PANEL W1 #8 X 3/4" SCREW LENGTH EQUAL TO COMPOSITE
W LENGTH
RE W A T 1 2 0
TEK SCREW AT 12" O.C.
C PANE THICKNESS
PANEL THICKNESS PLUS 1" MIN.)
— — — — — — — — — —
A�3/4`
COA4,,OS/7 /�C)O"
OtA?
2X3 PATIO
2X3 PATIO
y z'
EDGE / END BEAM
EDGE / END BEAM 0 0 0,
......
x essi
M /8� T t
2X6 SMB a] (3) 3/8" THRU BOLTS,
2X3 UPRIGHT 2" X 2" X 0.125" ANGLE
1A
RIDGE BEAM WASHERS, AND NUTS,
W/ (3) #10 X 3/4" TEK SCREWttbitttti
CORROSION RESISTANT
EACH LEG, EACH SIDE OF UPRIGHT
(4) #10 X 4" TEK SCREW
ALUMINUM POST
INTO SCREW BOSS 2X3 UPRIGHT
PROFESSIONAL ENGINEER SEAL
PER PLAN
ENGINEER OF RECORD
COMPOSITE PANEL ROOF, UPRIGHT, AND COMPOSITE PANEL ROOF, UPRIGHT, AND
COMPOSITE PANEL ROOF, BEAM
EDGE END BEAM CONNECTION DETAIL EDGE / END BEAM CONNECTION DETAIL F
David W. Smith P.E.
AND POST CONNECTIONS AT RIDGE
OPTION (INTERNAL) OPTION (EXTERNAL)
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
RIDGE BEAM TO LEDGER
FLORIDA LICENSE NUMBER: 38654
EXISTING
BOARD PER'BEAM TO ALUMINUM' OR
WOOD FRAME HOME
[ATTACH
'BEAM TO WOOD' CONNECTION DETAILS
Ian J. Foster P.E.
ATTACH SHINGLES TO COMPOSITE ROOF WITH
FLORIDA LICENSE NUMBER: 93654
LEDGER BOARD (WOOD OR ALUM.)
PL 2000 PREMIUM ADHESIVE OR EQUIV. AND
F
ATTACH TO WOOD WALL W/(2) 1/4"0
RIDGE BEAM
PROVIDE (2) 3/8" TO 1/2" THICK CONTINUOUS E
Joel Falardeau P.E.
LAG SCREWS AT EACH STUD 16" O.C.
PER PLAN
ADHESIVE LINES PER SHINGLE SPACED 4"-6" APART.
W1 2-1/2" EMBEDMENT MIN.
— — — — — — — — —
ASPHALT -OR-
FLORIDA LICENSE NUMBER: 70667
SHINGLE ADHESIVE MEMBRANE APPLIED TO METAL, SHINGLES
COMPOSITE PANEL ATTACHED—\
SCREWED OR NAILED THROUGH MEMBRANE PER NOTE.
Erik Stuart P.E.
TO HEADER CHANNEL W/ #10 X 3/4"
TEK SCREW AND 1 "0 NEOPRENE
COMPOSITE
STANDARD ROOFING NAIL
FLORIDA LICENSE NUMBER: 77605
WASHER AT 8" O.C. TOP AND BOTTOM
PANEL ROOF
OR WAFER HEAD SCREW
(6 PER SHINGLE)
FBC Plans & Engineering
APPLY FLASHING AT WALL AND ATTACH
COMPOSITE PANEL ROOF
Services, Inc.
TO COMPOSITE PANEL W1 #8 X 3/4" TEK
SCREW AT 12" O.C. CAULK ALL SEAMS
6272 Abbott Station Drive Unit 101
OR STRIP SEALANT BETWEEN WALL
Zephyrhills, fl. 33542
AND HEADER CHANNEL
NOTES:
Phone: (813)788-5314
V
1. FOR STARTER ROWS, ADHESIVE LINE SHALL
Fax: 1-(866)-824-7894
FASTEN HEADER CHANNEL
0.060" MIN.
BE PLACED WITHIN 1" OF PANEL EDGE.
Email: erb@fbcplans.com
TO WOOD WALL WITH 1/4"0 LAG
HEADER CHANNEL
2. ASPHALT SHINGLES ADDED FOR AESTHETIC PURPOSES.
Website: www,fbcpIans.corn
SCREW AT EACH STUD 16" O.C.
COA� - #29054
DATE: 08/29/2022
W/2-1/2" EMBEDMENT MIN.
SCREEN ROOM
SHINGLE DETAIL
COMPOSITE PANEL ROOF, RIDGE
BEAM AND LEDGER BOARD
DRAWN BY: DENNIS W. DUNN
CONNECTIONS TO HOST
WOOD WALL
REVISION:
DATE:
2" X 2"X 0.125" ANGLE
RO 1
(2) #12 X 3/4" TEK SCREW
R02
FASTENING UPRIGHT TO
(2) 3/MACHINE BOLTS, ALUMINUM 3X3 POST
R03
ANGLE IF 1X2 O.B. USED OR
NUTS A"0 AND WASHERS OR
RO 4
(3) #12 X 3/4" TEK SCREW
(4) #14 X 3/4" TEK SCREWS EACH SIDE INTERNAL BASE
2X3 IF 1X3 O.B. USED
OPTION 1
JOB # 22 0824 342
UPRIGHT 0 (TYPICAL EACH SIDE)
EXTERNAL BASE
OPTION 2 11 GA. INTERNAL ALUMINUM BASE
1X2 OR 1X3 O.B. BASE MEMBER
PREDRILL VERTICAL FLANGES
JOB NAME & ADDRESS:
(TYPICAL EACH SIDE)
2" X 2" X. 125" ANGLES EXTERNAL
OR EQUIVALENT POST BASE (4) 1/4"0 CONCRETE ANCHORS
WHITCOMB/BENBOW
(1) 3/8"0 CONCRETE SCREW
W/ 3" EMBEDMENT, 3" MIN. EDGE
37400 CORNWALL DR.
ANCHOR THRU ANGLE AND O.B.
(2) 3Y8"O CONCRETE ANCHORS PER DISTANCE AND 2" MIN, SPACING
INTO CONCRETE AS SHOWN OR
EXTERNAL FLANGE WITH 2" O.C. SPACING,
ZEPHYRHILLS, FL. 33542
THRU ANGLE INTO CONCRETE AND
2-3/4" MIN. EMBEDMENT AND 3" MIN.
3- (MIN.) 1/4" 0 CONCRETE SCREW ANCHOR
CONCRETE EDGE DISTANCE
THRU O.B. 6" FROM ENDS AND
CONCRETE
CONTRACTOR:
24" O.C. BETWEEN UPRIGHTS.
MIN. EMBEDMENT SHALL BE 2-3/4"
SUNSTATE ALUMINUM
AND 3" EDGE DISTANCE MIN.
SCREEN ROOM
(TYPICAL EACH SIDE)
3X3 POST CONNECTION TO CONCRETE DETAIL
DETAILS
2X3 UPRIGHT W/ 1X2 OR 1X3 O.B. MEMBER
CONCRETE BASE CONNECTION
S-3
ALUMINUM
POST
PER PLAN
FASTEN RECEIVING CHANNEL
TO SMB W1 #10 X 3/4" TEK SCREW
(1 SCREW PER INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
1-1/2" X 2-1/8" X 1-1/2" X 0.062`
INTERNAL OR EXTERNAL RECEIVING CHANNEL
1.0
2X SMB PER PLAN
0
FASTEN RECEIVING CHANNEL
C,
TO STRUCTURAL WALL MEMBER
WITH 1/4"0 X 2" LAG SCREW
U_
(1 SCREW PER 2 INCHES OF
BEAM HEIGHT)
BEAM TO WOOD CONNECTION
EXISTING WOOD
00
FRAME WALL
2X EDGE / END BEAM
19
PER PLAN 0
7=1/4"O
-----------
LAG SCREW
W/ 1-1/2" EMBEDMENT
MIN, 6" FROM TOP AND
2" X 2" X 1/8" X'BEAM DEPTH'
BOTTOM AND 24" O.C.
RECEIVING CHANNEL
W1 (1) 1/4" LAG SCREW
W1 1-1/2" EMBEDMENT MIN.
INTO WALL W/ (4) #10 X 3/4" TEK
1XOR2X
SCREW EACH SIDE INTO BEAM
PER PLAN
EDGE / END BEAM TO HOST
STRUCTURE DETAIL
1X OPEN BACK
FASTEN 1X OPEN
BACK TO ALUMINUM
POST W/ #10 X 1-1/2"
TEK SCREW, 3" FROM
TOP AND BOTTOM
AND 12" O.C.
ALUMINUM COIL OR
VINYL SIDING KICK
I
�TI`ALUMINUM
PLATE ATTACHED TO
MEMBER
W1 (1) #10 X 3/4" TEK
SCREW AT 8" O.C.
II
UPRIGHT OR BEAM
11
SNAP OR SELF
ALUMINUM COIL II
MATING OR HOLLOW
OR II
VINYL SIDING II
IF VINYL SIDING USE MIN.
KICKPLATEit
2X2X.044" VERTICAL
11
UPRIGHTS AT 24" O.C. MAX.
tl
ATTACHED WITH 062" MIN.
If
ANGLE W/ (2) #10 X 3/4"
TEK SCREW PER FLANGE,
TOP, BOTTOM AND ON EACH
SIDE OF UPRIGHT, TYPICAL
ALUMINUM COIL OR VINYL SIDING
FASTEN SMB TO RECEIVING
CHANNEL W/ #10 X 3/4" TEK SCREW
(1 PER INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
2XSMB PER PLAN �-:
0
.062 MIN, RECEIVING CHANNEL
FASTENED TO POST W1 #10 X 3/4" TEK
SCREW (1 PER INCH OF BEAM
HEIGHT) STAGGERED
BEAM TO ALUMINUM CONNECTION
HINGE LOCATION
E Oa
� IL � Cf
D_ Uj M aj
:D a_
HINGE LOCATION
HINGE LOCATION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W1 (3) #10 X 3/4"
TEK SCREW MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W1 (2) HINGES
MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4"
TEK SCREW. FASTEN A 1"X2`XO,O44" TO UPRIGHT
W/ #12 X 1-1/2" TEK SCREW @ 12` O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
*29MMIZA
0.062" MIN. ALUM. INTERNAL
OR EXTERNAL RECEIVING
CHANNEL W/ (4) #10 X 3/4"
TEK SCREWS INTO UPRIGHT
AND (2) #12 X 3/4" TEK SCREWS
EACH LEG INTO GIRT
IHEREBY CERTI ,fE REVI EWE D
THIS "Ift]0,E IN
COMP NC TS 16 AlFBC 7THIEXIST IV/
1A S E
Of
10 1 LJ
4- dcf
L
..........
PROFESSIONAL ENGINEER SEAL
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, fi. 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Email: erb@fbcplans.com
Website: wv,,w.fbcplans.com
COA. - #29054
DATE: 08/29/2022
I DRAWN BY: DENNIS W. DUNN I
RO 1
RO 2
RO 3
R04
JOB # 22 0824 342
JOB NAME & ADDRESS:
======WHITCOMB/BENBOW
it ALUM. PER PLAN
37400 CORNWALL DR.
2XALUMPER PLAIN _2X
ZEPHYRIHILLS, FL. 33542
0.062" MIN. ANGLE CLIP—/ iALUM. UPRIGHT CONTRACTOR:
W/ (2) #12 X 3/4" TEK
SCREWS EACH LEG PER PLAN SUNSTATE ALUMINUM t A rl
[slow "110111"M III
SCREEN ROOM
DETAILS
S-4