HomeMy WebLinkAbout22-3485Issue Date: 02/11/2022
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
05 26 21 0080 00600 0230
Name: KENNETH & SAMATHA PERCH Permit Type: Alter (Residential)
Class of Work; d/Alter Residential
FTITHOHIIIKKTRNT*Tllk��
Building Valuation: $17,000,00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1 00
Total Valuation: $17,003.00
Total Fees: $187.50
Amount Paid: $187.50
Date Paid: 2/11/2022 9:17:25AM
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.
6 1 0 1 a M... MO. *IF= � 1 11 • 0 . . 0
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.
/Af
CONTRACTOR SIGNATURE
PEfIT 6F6CIEf j
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RM-72- =152 7.70,01171 WITITI wall R, �14:
INSTR# 2023609 OR BK10649 PG2422 Page 1 of 2
02/11/2022 08:43 AM Ropt: 2415767 Rec: 18.50 DS: 0.00 IT: 0.00
Nikki Alvarez Sowies, Esq., Pasco County Clerk & Comptroller
•4
Permit No. Paroal ID No C0 hw
NOTICE OF COMMENCEMENT
State of County of
THE UNDERSIGNED hereby gives notice that Improvement will be made to cadain real property, and In accordance with Ch ter 713, Ftooda�jatutes,
the following Information is provided in this Notice of commencement:(, 1,.( j LaflEraar'}rLp' 1 5(
1. Destxiption of Property: Parcel Identification No,! Sib. % r�'" ` FrLY b°%S-',�ict fp i3Oi - 3
Street Address: tO u11 fq G o A (✓fit 1
.—a 2. General Description of Improvement _.! "Tll f 14 K a f ° .S IlAb d" k �• 1�L Wf# `L4I-AACJ
3. Owner Information or Lessee information if the Lassescontracted for the Improvement:
a 5ama -,tN 33SW
Address city State
Interest in Property: CA.d'rka1 _
- - -
Name of Fee Simple Tigaholder.
(If dttlerent from Owner listed above).
"
Address
City
State
a. Contractor: 4�{ TLiD t 'ut
Name s^+%
t�.,, , t.., Ql '
r�f"
s�
d`4.
State
Contractors Telephone c_ 4 j
pN/'o..:
5, Surety: I JIA
Name
Address
City "j2
State
Amount of Bond: S
Telephone No.: ,l•f
((
6. i Lender. _�.�
• Name
-•
City._
Lender's Telephone No.:
7. Persons within -the State of Florida designated by the owner upon whom notices or other'locuments may be served
as -provided by
Section 713:13(1)(a)M, Florida Statute/
Address Cltp _ _ State
Telephone Number of Designated Person:
8. In -addition to himself, the owner designates /v of —
to raceive a copy of the Uanoes Notice as proNBed In Section 713.130)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction a flnai payers a the
contractor, but will be one year from the date of recording unless a different date is specified): S r
Under penalty of perjury, I declare that I have read the foregoing notion of commencement nd that the ;factstate therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA.
COUNTY OFPASCO
Signs of Owner or Lessee, or Owners or LessWs Authorized
Offloer/Directodloortnedivanager
r
Signatory's TkletOfa t
The foregoing Instrument was acknowledged before me this _day of , 20 _ by
as (type of authority, e.g., officer, trustee, agomeyln fad) for
(name of party on behalf of wham Instrument was executed).
Perspnaliy Known ❑ OR Produced Identification ❑ Notary Signature
Type of identification Produced Name (Pdnt�
` wpdatatbcstnofcecommencerneni pcD53048
OR BK10549 PG2423 Page 2 of 2
Acknowledgment by Individual
M=
SM&I
The foregoing instrument was acknowledged before me this 0--�A
*4* ---1,------ day
VC (=c M"p`hysical presence or ❑online notad ation
of 20 by means of z
-�evinel� ---- (name of person acknowledging).
ell
OrAct
Notarvj name 117,ed or 1,rinted�, I
Title NotaM Ptibli-cL A).�.
Placn.45eial Here
my Comm Expl"..
APM15,,V3 3(J) ®
'40- 06 323832
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ti
Nikki Alvare 7 Iq K, a 0 V11
--- �, Cl' k & Comptroller
For Bank Purposes Only Description Pasco z-Sowvi�es, Esd��ir� L
/906�ty, Florid*� MBO 1RMW
of Attached Document B
Deputy Clerk
Type or Title of Document
State Of Florida, County Of Pasco
This is to certify that the foregoing is a
trve and correct COPY of the document
on file or of Public record in this office.
Witne%my hand and official seal this
day of "` '
- 0, -',, - ,- , 2 /1—L-2
Document Date Number of Pages
ao 0
Signer(s) Other Than Named Above
Account Number (if applicable)
---------------
0
0 2020 Wells Fargo Bank, N.A. All n ,ghts reserved.
DSG5350FU595501 (Rev 06- 05/2 1)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitffn t7J
&&fail..,...
Is
Owner's Name I keAim P / Owner Phone Number 7 4/
Owner's Addressl t 1 Owner Phone Number
Fee Simple Titleholder Name—®� Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS jlg ! { LOT#
SUBDIVISION PARCEL to# � t (""° t o "� t,.t,.!s '""02,3o
fRRYBiNFR FRRAi RY?R@F@YY TAY PIRTI(`FY
•
BUILDING SIZE
ILDING $ s y op(VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ f AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATI
NEW CONSTR
ADDlALT
INSTALL
REPAIR
SFR
0
COMM
BLOCK
E:]
FRAME
SIGN = DEMOLISH
OTHER
STEEL
=GAS ROOFING SPECIALTY !4,_..._1 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY%
SIGNATURE + REGISTERED Y 1 N FEE CURREN
Address License # -6- i )
ELECTRICIAN - COMPANY_ �
SIGNATURE REGISTERED YIN FEE cuRREN Y f N 4
Address License #
PLUMBER ftj COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y l N FEE CURREN Y I N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y I N
Address License # r"��— _
���s��s:€e��ss�ttsa�s�saassas��xsass�asa;as�satl��tps��s���st�s;
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 wJ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionstlarge 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 wf 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:
Filloutapplication completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
Ag—t (fog the —t—tor) of Power of Att.rnoy (for the owner) woulo 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 (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 NOW 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 $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement
CONTRACTOR'$/OWNEWS AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies Include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of. fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone 'A", it is understood that a drainage plan addressing a
"compensating volume' will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone 'K 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,
Iflarrithe 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 pen -nit 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.
VIUMUS LgNQF.R 98 AN &MBUX 15F.Q289 REOR12INQ XQM8 NOICE QE COMMENCEMENT-
FLORIDA JURAT (F.S. 11 T03)
OWNER OR AGENT CONTRACTOR
Subscribed and swort _rned) Mfbre this Subscribed and sworn tgy(or affirmed) s
y I=
b
�Wh. _,slare pers�nally �known to me or has/have produced Who istare personally known to me or has/have produced
as identification. as identification.
0—mmilon
Notary Public Notary Public
Commission
Name of Notary typed, printed or stamped Name of Notary typed, panted or stamped
BOUNDARY & AS -BUILT SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 23, BLOCK 6, SILVERADO RANCH SUBDIVISION PHASE 6, 8 & 9A
AS RECORDED IN PLAT BOOK 75, PAGE(S) 75-- 80, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
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EXCLUSIVE USE
y .
DHI TITLE OF R'
MORTGAGEDHI •
OLD REPUBLIC NATIONAL TITLE
1. ALL
DIRECTIONS ! DISTANCES
VERIFIED, INCONSISTENCIES HAVE BEEN NOTED
SURVEY, IF ANY.
2 1 PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND
ON Y UNLESS OTHERWISE SHOWN.
HEREON3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN
#" EASEMENTS, RIGHT OF # OF
RECORD WHICH MAY AFFECT THE TITLEOR USE OF
BUILDING4NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED.
#.. #
# BOUNDARY !
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PERMANENT REFERENCE MONUMENT
PROFESSIONALID
SURVEYOR AND MAPPER
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General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 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, 43 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 (PORTLAND CEMENT TYPE L- ASTM C 150).
AGGREGATES - 46 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,
SPATTING OR OTHER DETERIORATION.
B. MASONRY:
J. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALT, 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" 1N
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I-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 77"ff
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 412 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. I "X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" 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=A2 MIN.),
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #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.
:` l s►lsCl
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
FLORIDABUILDING CODE 7THEDITION (CHAPTERS 16,20 & 23).
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
I. TYP --TYPICAL
2. SIM -- SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4, CONT-- CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSE',D
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. 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 FBC 7THEDITION 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 18XI4X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2,
DESIGN DATA:
1. 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
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.
130MPH
101 MPH
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14XO.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 :SF VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED KX8" W/ (1) A 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC
SLAB W/ FIBER -MESH FILLED W/ 3000 PST SHALL BE ADEQUATE TO RESIST" THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE: 3"X48"X0.024" ELITE EPS COMPOSITE PANEL ROOF 21b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-R50R EQUIV.
# * 1
2 x 2:--------------------------------------2" x 2" x 0,044„
2 x 3:---------------------------
2" x 3" x 0.050„
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"
OPEN BACK SECTIONS
1 x 2:----------------------------------------
1" x 2" x 0.040"
1 x 3:----------------------------------------1"
x 3" x 0.045"
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"
INDEX:
S-1
GENERAL NOTES
S-2
DRAVVING
S-3
DETAILS
S-4
DETAILS
REVIE W D,
C171-Y OF
PLAN EXAMINER
SELF MATING (SMB) p; E , .f .� '�
Ate,, ,.
2 x 4 SMB:--------------------- 2" x 4" x 0.044" x 0.100" DES FLORIDA L I 1, rF " -R
2 x S SMB:----------- -- 2" x 5" x 0.050" x 0.11.8" ate..
2 x 6 SMB:---- -- - - 2" x 6" x 0.050" x 0.120" NlAnONAL ELECT, RIC CODE,
2 x 7 SMB:------------- - 2" x 7" x 0.057" x 0.120" AND THE C111Y ` �F ZEPH -HILL S2
2 x 8 SMB:---------------------- 2" x 8" x 0.072" x 0.224" ORDINANCES
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
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-maiI-erb@fbcplans.com
Website-www.fb cplans. corn
C.O.A.-429054
DATE: 01/10/2022
REVISION: I DATE:
IR01
RO 2
RO 3'-
RO 4
I I �i ' � IN
3 WAGON TRAIL ST
HYRHILLS, FL 33541
—0,
1 x2
PROPOSED 8"X8"
FOOTING W/ (1) #
5 REBAR W/ 4"
MONOLITHIC SLAB
S-4
ATTACH TO WALL
II
III I
III
3"X48"XO.024" O LB FOAM!
COMPOSITE PANE ROOF MINJ
II SLOPE PER 11
II
II
III i
III I rs
2x3P-E9GE- BM
21'-0"
2 3'- 0 "
JilII
I III
III
III
Il
JA
11
II
I II
III
:S - 3: 1 1 7 —0,
1x2
(P)
0 0
;F-NS,
8654
optx'o
'00
'S�'SiONO, O'N
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.]
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.fbcp1ans.com
C.O.A.429054
DATE: 01/10/2022
REVISION: I DATE:
RO 1
RO 2
RO 3
RO 4
Job# 220110129
* J) f ZERS S
LERCH
6533 WAGON TRAIL ST
ZEPHYRHILLS, FL 33541
ILI I iM.,
UPRIGHT
SECONDARY ANGLE MIN
S L
(4) #10 X 3/4" SMS
0.125" THICK (NOT
..a-ago
-0 go 0%
ALUMINUM RISER PAN
FASTENING SECONDARY
ANGLE TO COLUMN (TYPk
SIDE)
/REQUIRED FOR 2X3
MEMBER)
R)
a
a
EACH
PRIMARY 2" X 2"
#12 SMS W/ 1 "0 NEO-WASHERS (4) #12 SMS W/ 3/4'
8" O.C. (USE SCREW LENGTH WASHERS PER 12" PANEL
I
(B) -CONCRETE SCREW
ANCHOR INTO SECONDARY I
X 0.125" ANGLE
(2) #10 X 3/4" SMS FASTENING
a -TpNE OF
EQUAL TO COMPOSITE PANEL
THICKNESS PLUS (1) INCH)
_UMN
ANGLECTYP EACH SIDE) (SEE I -
0 (Y
TABLE) 0
TO PRIMARY ANGLE
(TYP EACH SIDE)
S a 40
a
41 4. fkV0
OPTION #1
SEE DETAIL C2 FOR
ALUMINUM RISER PANS Detail C2 (4)#10 x 1 Z" SMS
INTO SCREW
BOSSES
OPTION #2 0
RECEIVING CHANNEL ANCHOR
/—OR ANGLE EA. SIDE (typ) (MIN) (TYP)(SEE TABLE)
(,0625" THICKNESS) T -
3" (MIN)
X 2" BASE MEMBER
(TYP EACH SIDE)
(1) - CONCRETE SCREW (SEE
TABLE) ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
SCREW ANCHOR @
24" O.C, BETWEEN COLUMNS
Q, ..*00.000 10 lk�
'0
"f I A�
Ro �SEAL
F5R6f
ENGINEER UV RECORD.
David W. Smith P
FLORIDA LICENSE: 53608
2"X2" OR 2"X3'
(2) #10x 3/4" SMS
(2) - 3/8" 0 MACHINE
OPTIONAL 1" X 2" FASTENED
PURLIN OR GIRT
(typ) EA. LEG)
QTOTAL
BOLTS WITH 3/4
TO COLUMN WITH (2) #10 X 2'
6 SCREWS R.C. (8)
3
WASHERS THROUGH I
SMS INTO SCREW BOSSES
SCREWS ANGLE EA.
CONNECTION)
POST AND EDGE BEAM
'M
AND FASTENED TO EDGE
BEAM WITH (1) #10 X 1-1/2"
SMS WITHIN 6" OF COLUMN
CONTINUOUS EDGE BEAM
AND AND @ 12" O.C. MAX
i
POST
PURLIN OR GIRT TO BEAM OR POST DETAIL
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE)
SHALL BE ORIENTED IN DIRECTION SHOWN.
�S-3
SCALE:NTS)
Column
Size
1/4"& 3/8"0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
0
011
2x4-1/4"
1
3" 1
2x5-1/4"
1
3"
2x6-3/8"
1
4"
2x7-3/8"
1
5"
2x8-3/8"
2
3"
2x9-3/8"
2
4"
NOTES: (' Y, EACH SIDE)
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
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.
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 APPROVED
BY ENGINEER.
I
Erik Stuart P.E.
4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
FLORIDA LICENSE: 77605
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
FHC Plans & Engineering
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
Services, Inc.
�S-3 SCALE:
6.2X2X045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
6272 Abbott Station Dr. Unit 101
2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
Zephyrhills, FL 33542
SCALE:NTS
Ph# (813)788-5314
Fax4 1-(866)824-7894
- ------
E-mail-erb@fbcplans.com
Website-www,fbcplans.com
CO.A,429054
DATE: 01/10/2022
HINGE LOCATION—
BREAK FORM HEADER OR
DRAWN BY: ST
ECEIVING CHANNEL
2" x 2" EXTRUSION— 2" x 2" EXTRUSION
#10 SMS AT EACH RISER
REVISION: DATE:
FOR PAN OR #10 SMS @
EXISTING MASONRY
RO 1
8" O.C. FOR COMPOSITE PANEL
WALL GROUTED
HINGE LOCATION— DOOR
SOLID
@ CONNECTION
RO 2
SOLID ROOF
00
RO 3
00
RO 4
1/4"0 X 2-1/2"
Job# 22 0110 129
MASONRY SCREW 3" FROM
2" x —END BEAM END & @ 24" O.C.
PROJECT ADDRESS:
HINGE LOCATION—j��
4
(SEE SHEET S -2 FOR SIZE) 4
i
LERCH
#10 SMS @ 8" O.C.
2" x 2 " x 1/8" x BEAM DEPTH"
6533 WAGON
FOR COMPOSITE PANEL
I RECEIVING CHANNEL
ZEPHYRHILLS, FL 33541
NOTES:
(4) #10 SCREWS PER 12"
W/ (1) 1/4" x 3" CONCRETE 1`12" OPEN BACK
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
IDTH CONNECTING
ANCHOR INTO WALL &
(4) #10 x 3/4" SMS EACH
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
PAN TO HEADER (BOTTOM OF PAN)
SIDE INTO BEAM
CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS, FASTEN
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
NO
PATRIOT SCREENS, INC.
I" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
1/4"13" MASONRY ANCHORS 24" O.C.
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
END OF THE UPRIGHT.
(2) ROWS STAGGERED CONNECTING
1 OF MASONRY ANCHOR SCREWS.
HEADER OR CHANNEL TO HOST,
S2"END BEAM TO HOST STRUCTURE DETAIL
F TYPICAL SCREEN DOOR CONNECTION DETAIL
I
rsf ROOF PANEL TO WALL CONNECTION DETAILS
SCALENTS
�S-3
S-3 SCALE:NTS
�S-3 SCALE: NTS
DETAILS
4 n l
7
/ 1/4"0 x 2"-1/2 MASONRY ANCHOR
I / IF WOOD SUBSTITUTE IDENTICAL
WOOD SCREW OR LAG 6" FROM
/ TOP & BOTTOM & @ 24" O.C.
/ I x2"OPEN BACK
li
V /
I/
y Vx2"OPEN BACK
(2) #10 x 1-1/2" EMS MIN
THRU SCREW BOSS OF
1"12"OPEN BACK
OPEN BACK TO HOST STRUCTURE DETAIL
SCALE:NTS
#12 SMS W/ 1"0 NEO- WASHERS
@ 8" O.C, (USE SCREW LENGTH
EQUAL. TO COMPOSITE PANEL
THICKNESS
ALUMINUM RISER PAN
(4) #12 SMS W/ 3/4"
WASHERS PER 12"PANEL
D?Tail C2
(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
EMBEDMENT (MIN EDGE
POST LOCATIONS. ALL SCREW LENGTHS AT POST
DISTANCE FROM DECK
CONNECTIONS SHALL BE OF SUFFICIENT LENGTH
EDGE=3"
_ _ FOR REQUIRED EMBEDMENT INTO CONCRETE
MIN SPACING 411)
FOOTING WHEN A PAVER DECK IS PRESENT.
(H) -3/8" 0 MACHINE
BOLTS WITH WASHERS — —
OR (HH) #14X 3/4 SM
(MIN. EDGE DISTANCE = 1" TOP VIEW
MIN, SPACING= 2")
0 Z
PER PLAN
(H)
(HH)
3"0"/4" x 4'
(2)
(4)
6" x 6"
(3)
(6)
3"0"x 0,125" ANGLE (EXTERNAL
OR INTERNAL) OR 0.125"
RECEIVING CHANNEL
(4) - 3/8" 0 CONCRETE
) `t/
SCREW WITH 2-3/4"
I
' 1" x 2"' OPEN BACK ANCHORED
EMBEDMENT[ EDGE
ALUM.
TO CONCRETE w/ 1/4" X 3-
DISTANCE FROM DEC
POST"
1/2" MASONRY ANCHOR - 6"
EDGE=3"
6„ MAX EACH SIDE OF POST AND
46
MIN SPACING 4")
24" O.C. MAX
d
4 a
- - FASTEN .090 REC. CHAN. TO
BACKSIDE OF 2"XH" EDGE BEAM
SEE DETAIL C2 FOR WAS) #10 SMS W/ 3/4"
ALUMINUM RISER PANS STAGGERED
W/(H) #10 SMS W/ 3/4"
INTO SIDE FLANGES
g 2X(H)
® EDGE
Oa BEAM
?LY EDGE BEAM W/ REC. CHANNELS ® ®
NOTCHED POST FASTEN .060 REC. CHAN. TO
UNDERSIDE OF ZX_ EDGE BEAM
W/(4) #10 SMS W/ 3/4"
CONTINUOUS EDGE BEAM POST STAGGERED
W/(2) #10 SMS W/ 3/4'
INTO SIDE FLANGES
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN,
REC, CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP.
ROOF PANEL TO EDGE/END BEAM CONNECTION ALT. DETAIL
SCALE: NTS
r r I . 4" (min)
FRONT VIEW
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 0 SCREW
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK
SCREEN MEMBER ON THE FOUNDATION TYP.
Cg1 ALUM. POST CONNECTION DETAIL
S_ SCALE: NTS
1wilEw
UPRIGHT OR BEAM
KICK PLATE • -SNAP OR SELF
ATTACHED TO ALUMINUM MATING OR
MEMBER W/ (1) #1DX HOLLOW
3/4"@ 24" O.C.
KICK PLATE ATTACHED TO ALUMINUM MEMBER
SCALE: N'rS
`..
� 0 0
I%
PRb E -, , ! TENEER 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.fbcplans.cozn
C.O.A.429054
DATE: 01/10/2022
i'
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4 �—
Job# 220110129
PROJECT ADDRESS-
LERCH
s . ON
EEPHYRHILLS,