HomeMy WebLinkAbout21-3003City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
st�my'
BAR-003003-2021
Issue Date: 11/05/2021
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 C.O.
Irk
CONTRACTOR SIGNATURE PE V IT OFFICE[)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
1. 0 •0
1: ROM 901TI N 01,21 "Nol 171 RIALTJ A Ik
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
I i ;Phone Contact for Permittin, 7(f3
talasts xa�x asslaval
Owner's Name
Owner Phone Number
Owner's Address A�70 a LfJ Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3 LOT #
SUBDIVISION ddeA.� R('(Je4-1 PARCEL to#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADDIALT
INSTALL E REPAIR
PROPOSED USE
SFR Comm
TYPE OF CONSTRUCTION
BLOCK FRAME
DESCRIPTION OF WORK
'4 (4
BUILDING SIZE
r
SQ FOOTAGE
SQ FOOTAGE
SIGN = DEMOLISH
OTHER
STEEL
it I 4Y, 17 v4 Y _'
HEIGHT
[BUILDING 0 L'o .,-:E] VALUATION OF TOTAL CONSTRUCTION - - - - - - - - - - - - - - - -
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
Nv
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO
BUILDER
I COMPANY
.URR.N
SIGNATURE REGISTER IKE�r�
REGISTERED Y/N FEE CURREN Y/N
Address E========== License
ELECTRICIAN COMPANY E
SIGNATURE REGISTERED :Y / �FEE..R.ENN��
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED
Address ========= License
MECHANICAL COMPANY E
SIGNATURE REGISTERED �;N FEE �CURREN
Address License #E:::::::=
OTHER COMPANY E; ST
SIGNATURE REGISTERED ;; FEE �CIIRREN
Address License #E=====
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/ Sift Fence installed,
Sanitary Facilities & 1 durppster; 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, Storrawater Plans wl Silt Fence installed,
Sanitary Facilities & I 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 AJC Fences (PloVSurvey/Footage)
1,144"1
Ca
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021
Buildifig Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to "deed' restrictions" which maybe 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 property 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 —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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.
FLORIDA JURAT
OWNER OR A(
Subscribed and
personally known to me or has/have produced
as identification,
in M.
Commission
3101111:1 Or-ALT01 ILI 0
CONTRACTOR
Subscribed and swom to pgr affi rrp r) bar me IN ga_
by 1 )g�, "
Who istare personally known to me or hasthave produced
as identification,
Commission
Rem. of Notary typed, printed or stamped Name —o—fNatarytyped, —printed or �stamped
Public
INSTR#2021211449 OR BK1 0462 PO 3858 page 1 of 1
10/04/2021 01:16 PIVI Rept: 2360136 Rec: 10.00 DS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq.,'Pasco County Clerk & Comptroller
Permit No. Parcel IDNo
NOTICE OF COMMENCEME
State of County of
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain "W party, and In soom4ance with Chapter 713, Florida Statutes,
the following Information Is provided in this Notice of Commencement 0) - ' I -'r, 10 - O&OW - cAlo, S ( 3 Z Ad L
1. Description of Property. Parcel Identification No. A dg�,J ZAL Oil,. 2 a W &, 10,ii. kOr Z/.9
Street Address: 1132 A)LA&V 42,e-
2. General DescsipbcnofimpmveFnent=r-&g-Al( 114"Ad;4' 941 WJ& S7A-1t-off' 4z' 50-ag--i 3. Owner Information or essee Information If the Lenn contra c for th improvement:
'Address City state
Interest in Property.
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Accra"
Contraclor's Telephone No.:
S. Surety.
R—? w.
City State
Name
Address city state
Amount of Bond: Telephone No,:
& Lander. ti
Name
ua
Address city state
Lenders Telephone No.:
tJ
7. Persons within the State of Florida designated by the owner upon whom notion of other documents may be served as provided by 4W 0
Section 713.13(1XaX7). Florida Statutes: M
0 CO
M
Name To uy
Q)
0
Address CRY stale
Telephone Number of Designated Person: C 0
as tz
C8L aF
e
8. In addition to himself, the owner designates Of 0
to -a ePy of the Uorices Notice as provided In Section 713.13(1 Xb), Florida Statutes. V
Z 0
Telephone Number of Person or Entity Designated by Owner.
4, CL .r-
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construct nd final p7Zent to the
contractor, but will be one year from the date of recording union a different date Is specified): 0
WARNING OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT MC 'D 0
To OW ARE
SIOEREO IMPROPER PAYMENTS UNDER CHAPTER 713. P=1, SECTION 713.13. FLORIDA STATUTES AND CAN 0, Z 0
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR FITY. A NOTICE OF COMMENCEMEa MUST BE C:
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANIONG CONSULT 0
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINO YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of oornmervement and that the facts stated therein are true to the beg
of my knowledge and belief.
K
STATE OF FLORIDA
COUNTY OF PASCO
LawWd
NOTARY Signallure of Owner #Loss". or Owner's or Lnns"a rized
TAZOF Ofter/Director/PartnerNonager
Expired
Signatory$ Tmaialfte
day of_q&IA _* 7�
me this
The foregoing Instrument was acknowledged before a 20e by &PAIL
as j&rtA�"to (type Of authority. e.g., 01111M. MAII66, attorney In fact) rty on behelf of instrumen s executed).
Personally Known QB Produced Identification 0 Notary S, .. lure
Type of Identification Produced Name (Print)
wpdsta/bcs/nofteoommencemenLpc0S3048
AS BUILT SURVEY (FINAL)
WITH SELECTIVE SPOT ELEVATION
'OT 269
�IDDEN RIVER PHASE 2
PASCO COUNTY, FLORIDA.
PREPARED FOR AND CERTIFIED TO:
CALATLANTIC TITLE INC,
NORTH AMERICAN TITLE INSURANCE COMPANY
EAGLE HOME MORTGAGE, LLC
ERIN DANIELLE RARNFIELD
I CHRISTOPHER JAMES BARNFIELD
tillu,
z� --, lwp-/t) S,
BEARING -OASIS-,
WEST BOUNDARY OF SUBJECT PLAT SUNG
'HIS SURVEY 15 SUBJECT I
MAY BE DISCLOSED BY A
TOLE SEARCH. ALSO SUB,
EASEMENTS AND 9ESTRICTIi
UNDERGROUND FOOTER,
UNDERGROUND UTILITIES AF
SHOWN,
DO NOT SCALE THIS PRINT,
NOTES TAKE PREFERENCE.
PURPOSE OF SURVEY. TO 0
AND/OR VERTICAL DIMENSI(
CONSTRUCTION IMPROVEMEt
T
STRUCTURE TIES SHOWN fif
MEASUREMENT FROM FORM
TO PROPERTY LINE,
. = 10' PUBLIC UTILID
LOT 270
S.
No I'D
59,3
E-74,3'
R�"SOAI
cov tor i
C%
269 c
X..
Q4' CON f-14.3 el
E-717'
or
00
LOT 268
DESCRIPTION:
LOT 269, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2",
AS RECORDED IN PLAT BOOK 79, PAGES 102 THROUGH 110,
OF THE PURI IC RF('ORACf-C) rnI INITY rl r'iPlr)A
4 "v"
cls-Alc
PLAT
BOUNDARY
IAT
LEGEND:
F--mo' = vos'nm
LOWEST FLOGI
LIVING AREA:
GARAGE AREA
-RzE-W4r?r94l&--R
NATIONAL GE(
DATUM OF 19:
1 —1 -- --
General Notes
A. CONCRETE & FOUNDATION DESIGN:
I. 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. 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.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 93 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.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING_
OPC (PORI-LAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - 46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- I % - 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" I,
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`-O" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6605-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 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMtINUM).
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.
7. 1 "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X I-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
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 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, PORTECT 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 TIIE 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 #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.
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 77H EDITION (CHAPTERS 16,20 & 23).
4 t �
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE; DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
I YP - TYPICAL
2. SIM -- SIMILAR
3. LION --UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5_ VIE -- VERIFY IN FIELD
t. 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.
II. MISCELLANEOUS:
ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST 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 F'BC 7TH EDITION R 4501,17 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 AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
5. SCREENING MATERIAL SHALL BE 18X14XO.013 OR
EQUIVALENT DENSITY SCREEN MESII ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 23 PSF
SOLID ROOF (SCREEN WALL): 20 PSF
T DART °t"//®
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PROFE�IN� RiINEER SEAL
ENGINEER OF RECORD:
i David W. Smith P.E.
FLORIDA LICENSE: 53608
130 MPH Thomas L. Hanson P.E
101 MPH FLORIDA LICENSE: 38654
B Myron Max Neal P.E.
FLORIDA LICENSE: 86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XI4XO.O13
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTT7R APPT.IED T O SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 IF. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED 8"X8" LINEAL FOOTING W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/
4" MONOLITHIC SLAB W/ FIBER -MESH FILLED W/ 3000 PSI CONCRETE SHALL BE
ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF I YPE: 3"X48"X0.032" ELITE EPS COMPOSITE PANEL ROOF lib FOAM
DENSITY, FLU RIDA PRODUCT APPROVAL, FL 7561-RS OR EQUIV.
ALUMINUM STRUCTURAL MEMBERS
PAGE INDEX:
S-1 GENERAL NOTES
HOLLOW SECTIONS
S-2 DRAWING
2 x 2:
--- --------------------------2" x 2" x 0.044"
S-3 DETAILS
2 x 3:
---------------------------------------2" x 3" x 0.050"
S-4 DETAILS
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 0.125"
�»I s�zt : yxw cs�lLILA
�u
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3:----------------------------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS:----------------------------------2"
x 2" x 0.045"
2 x 3 SMS:
--------------------------------2" x 3" x 0.072"
2 x 4 SMS:------
-------------------------- 2" x 4" x 0.045"
3 x 3 SMS:---------------------------------
3" x 3" x 0.090"
4 � �
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"
TUBE SECTIONS
2 x 2:------- - -------------------2" x 2" x 0.090'
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
EBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Z.ephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
DATE: 09/23/2021
DRAWN BY: BB
REVISION: DATE:
RO 1
RO 2
RO 3
R0 4
- Job# 21_0923_357
D,--,PROJECT ADDRESS:
BARNEIELD
3132 NUBBIN RIDGE LN
' ZEPNYRNILLS, FL 33540
CONTRACTOR:
PATRIOT SCREENS, INC.
?. NOTES
L`wfi
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0
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ROQF
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X
S-3
2--X,4 DCE— -Q - -
S-3
�111111'wrf r-- 11t s r1
K�� IN THE FIELD BY THE CONTRACTOR.
-8 1 —4
YY
1X2
117-0 PROPOSED 8"X8"
W/ (1) #5 REBAR LINEAL FOOTING
2A4 EDGE BM I i i ' W/ 4; MONOLITHIC SLAB
M In
n rq-) N
X
X N X
(N f`9
2X3(typ) X
1 X2
—6" -5 0
iY
S-4
I
. ........
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N
:LU
�
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcpIans.corn
C.O.A.429054
DATE: 09/23/2021
DRAWN BY: BB
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 210923357
BARNFIELD
3132 NUBBIN RIDGE LN
r-EPHYRHILLS, FL 3354a
UPRIGHT � t S-T U # R �
SECONDARY ANGLE MIN �'` ® °md C
() #10 X 3/4" SMS 0.125" THICK (NOT
ALUMINUM RISER PAN FASTENING SECONDARY REQUIRED FOR 2X3 s
ANGLE TO COLUMN (TY MEMBER) o-
EACH SIDE) PRIMARY 2" X 2" 4tw�o(��_
J
#12 SMS W/ 1" 0 NEO-WASHERS (4) #12 SMS W/ 3/4" I X 0.125"ANGLE
@ 8" O.C. (USE SCREW LENGTH WASHERS PER 12" PANEL (B) -CONCRETE SCREW #10� ®®EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY I CO UM X 3/4" SMS FASTENING THICKNESS PLUS (1) INCH) ANGLE(TYP EACH SIDE) (SEE p (TYP ACHOSDEI)ARYANGLE 011
TABLE) O�°° .SEE DETAIL C2 FOR:�� OPTION #1 OPTION #2 O 1" X 2" BASE MEMBER®�� '
(TYP EACH SIDE) ///Er e t"
ALUMINUM RISER PANS 1 RECEIVING CHANNEL ANCHOR SPA c ! 1�
Detail C2 (4)#10 x 1 /Z SMS (1) - CONCRETE SCREW (SEE PROFESSIONAL ENGINEER SEAL
INTO SCREW OR ANGLE EA. SIDE (typ) (MIN) (TYP)(SEE TABU) TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
BOSSES (.0625" THICKNESS) ANGLE AND @ 1/4" 0 CONCRETE ` P.E." (MIN) SCREWANCHOR@ David W. Smith I
24" O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
1
2"X2" OR 2"13°
(2) #10x 3/4" SMS
(2) - 3/8" 0 MACHINE i
OPTIONAL 1" X 2" FASTENED
PURLIN OR GIRT
(typ) EA. LEG?
BOLTS WITH 3/4"
COLUMN WITH (2) #10 X 2"
(TOTAL 6 SCREWS R.C. (8)
WASHERS THROUGHI!N,,,.TOSCREWS
SMS INTO SCREW BOSSES
ANGLE EA.
POST AND EDGE BEAM
AND FASTENED TO EDGE
CONNECTION)
BEAM WITH (1) #10 X 1-1/2"
I
SMS WITHIN 6" OF COLUMN
t
CONTINUOUS EDGE BEAM
AND @ 12" O.C. MAX
POST
H PURLIN OR GIRT TO BEAM OR POST DETAIL
NOTE: EDGE BEAM (SEE SHEETS-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
S-3
SCALE: NTS
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
2x3-1/4"
0
2x4-1/4"
1
2x5-1/4"
1
2x6-3/8"
1
R45
2x7-3/8"
1
2x8-3/8"
2
2x9-3/8"
2
2x10 3/8"
2
NOTES: (TYP EACH SIDE) T �p
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL. BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
7��
Myron Max Neal P.E.
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 86663
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
7
Joel Falardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPR OV
BY ENGINEER.
Erik Stuart P.E.
4, 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE,
S. IF FOR AN IN -FILL,, TOP OF COLUMN CONNECTION SIMILAR IF
S
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
F$C Plans & Engineering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
S_ S SCALE: NTS
6. 2X2X.04S DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
Services, Inc.
MEMBER.
6272 Abbott Station Dr. Unit 101
2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
Zephyrhills, FL 33542
3 SCALE: NTS
Ph# (813)788-5314
Fax# 1-(866)824-7894
_—__ -- -- - --- — -- --- ----- ---— — -
----------- _ __ — -. —_ _......--------........—
---- -- --- -- - -- ------
E-mail-erb@fbcplans.com
OPTION #3 MOUNT RECEIVING CHANNEL
Website-www.fbcplans.com
3" RECEIVING CHANNEL DIRECTLY TO FASCIA `✓VITH (2) 1/4"X 2" LAGS
C.O.A.429054
W/(2)#12 X 1" SMS @24" O.C. INTO RAFTER TAIL & (1) @ 12" O.C.
1.-1/4" NEOPRENE WASHER @
DATE: 09/23/2021
16" O.C. TO FACE OF GUTTER
HINGE LOCATION
DRAWN BY: BB
----- --- -----
2" x 2" EXTRUSION 2" x 2" EXTRUSION
' " ' ' - ' '
4FACE
REVISION:
DATE:
EXISTING MASONRY
RO 1
OPTION #1 ROOF GUT
WALL GROUTED
RO 2
HINGE LOCATION DOOR SOLID
3" RECEIVING CHANNEL. W/
@ CONNECTION
#14 X 4" SMS,1-1/4" NEOPRENE (2) 1/4" X 2 1/2" MIN-
00
RO 3
WASHER @ 8" O.C. PER PANEL LAG SCREWS
RO 4
00
______
1/4"0X2 -1/2°
I ob# 21_0923_357
.-----
SCREW 3" F ROM
____________
2"x—END BEAM END &@24"O.C.
PROJECT ADDRESS:
.. .. .. .. .. .. .. .. .. .. .. .
(SEE SHEET s-z FOR SIZE)
HINGE LOCATION
ARNFIE�D
2" x 2 "x 1/8" x BEAM DEPTH"
3132 NUBBIN RIDGE LN
RECEIVING CHANNEL,
ZEPHYRHILLS, FL 33540
NOTES:W/
(1) 1/4" x 3" CONCRETE 1"X2" OPEN BACK
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) 410 x 5/8" SMS MINIMUM.
ANCHOR INTO WALL &
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
THE HOST STRUCTURE
(4) #10 x 3/4" SMS EACII
SIDE INTO BEAM
C ONT CTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
GUTTER BRACKET @ SHALL HAVE AT LEAST A
BAM & @ 24' B C 2"X4" FASCIA AND ROOF
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
PATRIOT SCREENS, INC.
1" x 2" x 0.044" TO UPRIGHT W/#1.2 x 1" SMS @ 12" O.C. AND WITHIN 3° FROM
TRUSS SYSTEM.
END OF THE UPRIGHT.
CONTRACTOR SHALL
ANCHOR DESIGNS SHALLBE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
SUPER GUTTER VERIFY THIS AND IP'
OF MASONRY ANCHOR SCREWS.
SMALLER -CONTRACTOR
S
F
SHALL BRING STRUCTURE
END BEAM TO HOST' STRUCTURE DETAIL
TYPICAL SCREEN DOOR CONNECTION DETAIL
OPTION #2 ROOF ON GUTTER LIP UPTO A 2"X4" FASCIAAND
S-3 scALE:NTs
S_ 7 SCALE: NTS
J
ENSURE LESS THAN A 2'-0"
DETAILS
OVERHANG.
rs
11
OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAIL
S-3 SCALE: NTS
S
�tIltltlEt�/ j��
N S'e
m
rods
;w
ALUMINUM RISER PAN
IS _
(4) #12 SMS W/ 3/4"
WASHERS PER 12" PANEL
#12 SMS W/ 1"0 NEO-WASHERS
@ 8" O.C. (USE SCREW LENGTH Detail 1 CZ
EQUAL TO COMPOSITE PANEL PROFESSIONAL ENGINEER SEAL
THICKNESS PLUS (1) INCH) FASTEN.090 REC. CHAN. TO ENGINEER OF RECORD:
BACKSIDE OF 2"XH" EDGE BEA W.
j
SEE DETAIL CZ FOR W/(5) #10 SMS W/ 3/4" avid Y V . Smith jig �'i
ALUMINUM RISER PANS STAGGERED
W/(H) #10 SMS W/ 3/4' FLORIDA LICENSE: 53608
INTO SIDE FLANGES
0 1
2X_ Thomas L. Hanson P.E
0 EDGE FLORIDA LICENSE: 38654
®
APPLY EDGE BEAM W/ REC. CHANNELS g(90 BEAM Myron Max Neal P.E.FLORIDA LICENSE: 86663
TO NOTCHED POST FASTEN .090 REC. CHAN. TO g'
UNDERSIDE OF 2X_ EDGE BEAM Joel Falardeau P.E.
W/(4) #10 SMS W/ 3/4"
POST STAGGERED FLORIDA
}LICENSE: 70667
CONTINUOUS EDGE BEAM W/(2) #SINTO SIDE FLANGES Stuart
SMS W/ 3/4" Erik Uart, P.E.
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. FLORIDA LICENSE: 77605
REC. CHANNEL.090 MIN., SAME WIDTH AS BEAM TYP.
ROOF PANEL TO EDGE/END BEAM CONNECTION ALT. DETAIL FBC Plans & Engineering
SCALE:NTS
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.429054
(4) - 3/8" 0 CONCRETE NOTE:MINIMUM EMBEDMENT OF ANCHORS INTO
SCREW WITH 2-3/4" CONCRETE FOOTING SHALL BE 2-3/4'AT ALL DATE: 09/23/2021
EMBEDMENT (MIN EDGE POST LOCATIONS. ALL SCREW LENGTHS AT POST
DISTANCE FROM DECK CONNECTIONS SHALL BE OF INTO
SUFFICIENT LENGTH DRAWN BY: BB
EDGE=3" FOR REQUIRED EMBEDMENT INTO CONCRETE
MIN SPACING 4°) FOOTING WHEN APAVER DECK IS PRESENT. RAVISICiN: iIATF
'
GRADE
<" a (H) -3/8" 0 MACHINE
L BOLTS WITH WASHERS — —
(1)#5 REBAR CONTINUOUS W/ 2S" OR IHH) #14X 3/4" SM
POST SIZE(H)
PER PLAN
(HH)
I
-
POI
--
3"x3"/4" x 4'
(2)
(4)
RO 2
6" x 6"
(3)
(6)
-OVERLAP AT ALL JOINTS ON 3"
TOP VIEW
(MIN- EDGE DISTANCE = 1" 3"x3"x 0.125" ANGLE (EXTERNAL
RO 3
®
CHAIRS
MIN. SPACING= 2") OR INTERNAL) OR 0.125"
RO 4
Al
�
TYPE II MONOLITHIC SLAB
RECEIVING CHANNEL
MODERATE SLOPE PTO
(4) - 3/8" 0 CONCRETE
Job# 21_0923_357
SLOPE 2":12" 3 `:12"
SCREW WITH 2-3/4" 1" x 2" OPEN BACK ANCHORED
EMBEDMENT (MIN EDGE ALUM- TO CONCRETE w/ 1/4" X 3-
PROJE T ADD
UPRIGHTOR BEAM
DISTANCE FROM DEC POST 1/2" MASONRY ANCHOR - 6"
I ® -SNAP OR SELF
KICK PLATE
NOTES FOR ALL FOUNDATION TYPES:
EDGE=3" MAX EACH SIDE OF POST AND
B�4BZt+iFIELD
: MATING OR
ATTACHED TO ALUMINUM HOLLOW (
I. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
ift-6�
MIN SPACING 4") 24" O.C. MAX
3132 NUBBIN RIDGE [_N
MEMBER W/ (1) #10X
3/4" @ 24" O.C.
BEARING PRESSURE OF 1,S00 PSF. THE BEARING CAPACITY OF THE
j ` — — — — ` — — — — —
zEPli YRiLLs, F(_ 3540
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
1
OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
4 d
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
d d ®
gg-pp
CONTRACTOR:
KICK PLATE ATTACHED TO ALUMINUM MEMBER
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
d
SCALE: NTS
a a .
PATRIOT SCREENS, INC.
rK
4" (min)
TYPE II MONOLITHIC SLAB FOOTING
FROM" VIEW
S-4
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" Q SCREW
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
I
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK
SCREEN MEMBER ON THE FOUNDATION TYP.
DETAILS
G ALUM. POST CONNECTION DETAIL
S-4 SCALD: NTS