HomeMy WebLinkAbout22-3880City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BAR-003880-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 05/04/2022
;M7MM0j*jWXA*rt A
03 26 21 0120 00000 0180
Name: ELIZABETH BAINTER Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
6336 Silver Oaks Drive
Address: 6336 Silver Oaks Drive
Building Valuation: $8,700.00
ZEPHYRHILLS, FLORIDA 33542
Electrical Valuation: $1.00
Phone: (309) 338-0232
Mechanical Valuation: $1.00
el
Plumbing Valuation: $1.00
Total Valuation: $8,703.00
Total Fees: $125.25
Amount Paid: $125.25
J
Date Paid: 5/4/2022 2:54:04PM
/
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
!I 11111IN!"Kil 111i"I'Mil I I I I I I 1 11 1
T4--T.Tff I-T, MWIM-17T, 71-77M
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
=1W -I_,
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PE f IT OFFICEU
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813-780-0020 City of ZePhyrhills Permit Application Fax-813-780-0021
Building Department
Date Received I-6-7
69I Phone Contact for Permitting a( �/3a II
aS, It9at
'.mot f 7�Owner's Name &A7�JOwner Phone Number
4m, baert It
1/ -30 9 33 Y - 0
Owner's Address 3. `g t rt
DL- Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3 3 1,-, SOin-F I LOT #
SUBDIVISION (C PARCEL ID#J
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN Q 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 000MM OTHER
TYPE OF CONSTRUCTION BLOCK a FRAME tJ STEEL
DESCRIPTION OF WORK
6�,Az A
BUILDING SIZE SQ FOOTAGEE� HEIGHT F
4c-k -C'U-X X-X tL
[12&CtCD-1NG VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL IS
=PLUMBING 1$
=MECHANICAL
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY = W,R.E.C,
VALUATION OF MECHANICAL INSTAL
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
, 4 c
BUILDER
COMPANY
SIGNATURE
REGISTERED
L_I.LN _J
FEE CURREN I Y/N
Add,..
CIBit r
—1
License #
ELECTRICIAN
COMPANY
I
SIGNATURE
REGISTERED
L_Y_LN_j
FEE CURREN I Y/N
Address
E:
I
License# I
PLUMBER I COMPANY I I
SIGNATURE REGISTERED LILN J FEE CURREN L_ILN _J
Address I License#
MECHANICAL COMPANY I
SIGNATURE L REGISTERED YIN FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED KLN_j FEE CURREN I Y/N
Address E: License #E::--
RE51DEN71AL Attach (2) Plot Plans- (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) ZZ9 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. (AC upgrades over $7500)
- Agent (f., th. contractor) r P-1 of Art - - - y (for the owner) WOUIO ue 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
813-78G-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building 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 IMPACTILITILITIES 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 reps, 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. Ifthe 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'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 govemment 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 "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 f am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or If work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
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FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT — !S
Subscribed and swo to et),befbre me this
by
Who istare personally known to me or has/have produced
as identification.
Notary Public
Gommission No.
Subscribed and swom
Who isilare personally known to me or
Commission
as Identification.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
INSTR# 2022079412 OR BK 10588 PG 1798 Page 1 of 1
04/07/2022 08:51 AM Rcpt: 2440093 Rec: 10.00 US: 0.00 IT: 0.00
(Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel ID No 03 -1)4P -1 (( r `° Oleo
NOTICE OF COMMENCE i4} NT
State of :[I
c d County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Cha ter 713, lords Statutt
the following information is provided in this Notice of Commen ement 03 a (p-� (-a o /�o-o=-• t:? i a 6-• (p 3 (o Vc.— on S Wrt °
1. Description of Property: Parcel Identification No t {fcA-' G1R%S PklfiiG O 2 j%EaS t{ -t¢7�-UT
Street Address: &2 33 (a `2 a Lltl-� O�di{G1S - G C� t,,
2. General Description of Improvement b�°' i�!' jC� }C ca�0 6Tt,�i LLaw6,GG��y� �y &: 6g'Z4 J Yt6
z � 3. Owner Information or Lessee information if t eh Caessee coritra-ctad-forthe-hnp rovement-- i
�s s� ro ;.? Ctf3Syd—
Address City StateI
Interest in Property: ®�
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address (, „U
Contractor. i
Contractors Telephone [No.: - I
Surety: A110
Name
City State
k ?3s7fo
State
Address City State
Amount of Bond: $ // Telephone No.:
Lender:
Name
Address City State
Lenders Telephone No.: ^
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(1)(a)(7), Florida Statutes: ,r +/-
Name r
Address City State
Telephone Number of Designated Person:
In addition to himself, the owner designates 1* of
to receiv4 a copy of the Lienors Notice as provided in Section 713.13(1)(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 and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified): &M ^KG a's
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA�
COUNTY OF PASCO
-.. ._.SignatuW.of Owner or es eeOwhersorLessee'sAuthorized-
- _ - ...._ .... - Officer/Director/Panner onager
Signatory's Title/Office
The foregoing instrument was acknowledged before me this day of 20�by � �t
as Ql&hfic �,,, (type of authority, e.g., officer, trustee, attorney In fact) for
V F1 (name of any on beha f of whom stnrment was exe ted).
Personally Known ❑ QR ProducedN�ntifi lion Notary Signature
Type of Identification Produced V I VPVV, P Qt\C Name (Print)
KiMBERLY DAMFMAN
y Notary public ° State of Florida
�y dyf( Commission # HH 097810
...a. ti.�' My Comm. Expires Feb 25, 2025
Bonded through National Notary Assn,
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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, #3 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.
S. 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 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. E
B> MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
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 ELORIDA 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 410 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. 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 & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
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, 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 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.
S. 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.
I1. 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 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20 & 23).
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
z. 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 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.
i. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I. ULTIMATE DESIGN WIND SPEED Vu1t, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
9 PSF
SCREEN WALLS (WINDWARD):
32 PSF
SCREEN WALLS (LEEWARD):
26 PSF
SOLID ROOF (SCREEN WALL):
N/A
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
130 MPH Thomas L. Hanson P.
101 MPH FLORIDA LICENSE: 38654
C Ian J. Foster P.E.
FLORIDA LICENSE: 93654
Ioel Falardeau P.E.
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XI4X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING SLAB AND OR FOOTING MIN. (8"X8" LINEAL FOOTING) MEETS THE
REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: HIPPED GABLE
10. SOLID ROOF TYPE: N/A
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
2 x 2:
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
2 x 3:
I. TYP --TYPICAL
2. SIM -- SIMILAR
2 x 4:
3. UON -- UNLESS OTHERWISE NOTED
2 x 5:
4. CONT -- CONTINUOUS
3 x 3:
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.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
11. MISCELLANEOUS:
I. 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
HOLLOW SECTIONS
--------------------------2" x 2" x 0.044"
--------------------------2" x 3" x 0.050"
--------------------------2" x 4" x 0,050"
--------------------------2" x 5" x 0.050"
--------------------------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„
RMANIM49108=
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"
2 x 4 SMS:----------------------
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 SMS:---------------------
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"
2x2:
TUBE SECTIONS
11 x 2" x 0.090"
DE
GENERAL
DRAWING
DETAILS
S-4
DETAILS
'A,LL WORK SHALL COMPLY WITH F
CODES FLORIDA BUILUING COCDE,
CTUNIA EL FtekIIIIRUaef OI ME
f i , CC+�t✓2s.�5
ca,THE.rlAT, °Zk 5 Y HlLJ,,
ORDINANCES
MY
REVIEW DATE
CITY EPA
PLANEXAMINER"
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-mail-erb@Ibcplans.com
Website-www.ibcplans.com
C.O.A.429054
DATE: 03/30/2022
DRAWN BY: ST
REVISION: I DATE:
RO 1
RO 2
RO 3
RO 4
Job# 22_0330_446
gROJECT ADDRESS:
BAINTER
6336 SILVER OAKS DR
ZEPHYRHILLS, FL 33542
C f .0G MNM
NOTES
®1
0
0
PURLIN OPTION #2 \NNE A -Ile
UPRIGHT WEB LAPPED OVER PURLIN �'r,``^ ......
W/ (4) #10X3/4" SMS EACH SIDE ��� ? i` F®�
OPTIONAL NOTE: 2"x3" SPECIAL MAY BE USED IN LIEU o„> • `*.`"g
2" x _PURLIN$ (SEE S-2 FOR 1/8" (1.1 GA.) ALUMINUM ° ".,, (' • 00
SIZE)ATTACHED TO BEAM GUSSET PLATE (2X HEIGHT) j OF 2"x2" W/1"x2" COMBO ?.,y,I ••
w/MIN (4) #10 x 1 "SMS B #12 SMS ( 2" x 2" xO.045" RAVE RAIL MEMBER 0 .a y t a
7.- BRACKET o.250" (UNLESS OTHERWISE NOTED ON O 0 y
• • • • k S-2) ATTACHED To PURLIN W/ (2) f 3 r O •°
5" OR 7"X 6" WIDTH X 0250„ NOTE: 2X4 SMB BEAM ONLY REQUIRES 4" �r"n �^ #10 X 4" SMS THRU SCREW BOSS' °, �I�`-
WIDTH GUTTER BRACKET W/ (2) 1/4" ✓" ° ° `r+�a X ••
EXTRUDED GUTTER BRACKET @ LAGS N_ ° v p
EA. BEAM W/ (4) #12 X 3/4" Sti • • q 1"X2"X0.045" OPEN BACK "' •�® ®�• �`"'%
SMS INTO GUTTER LIP ,5".
POST
(4) 1/4" LAG SCREWS @ 1-1/2" • • 2 / O AS NEEDEDNOTC
SPACING
ATTACHED TO PURLIN W 2 " I
SPACING @ EA. GUTTER BRACKET ( #10X1-1/2" SMS INTO SCREW '
m
PRE-FAB ONLY & (1) @ 12" O.C. MAX- MIN \ ° • ° • • • BOSS`
1" x 2" x 0.045" OPEN EMBEDMENT SHALL BE 2" SHALL BE 2" ( 1"X2' X0.045" OPEN BACK PROF °SEAL
BACK W/ (2)#12 x 1-1/2"
@ BEAM &ATGU'r11ER \ Q ATTACHED TO2"X2"X0.04S" UPRIGHT ENGINEER OF RECORD:
^t EAVE RAIL MEMBER
MAY USE 2X2 IN LIEU OF @ 24" QC. j .•'S
SX2, USE #10X2-1/2" ti(" ,�Y, r1DT0 PURLIN ATTACHED TO LAVE RAIL #SOXl-1/Z" SMS Y V ] Smith
TENS, SAME PATTERN j S3 Vl'T P$WEDavid� W/2"xZ"x0.125" INTERNAL @ 12" O.0 W. P.E.
APPLIES SY RECEIVING CHANNEL OR FLORIDA LICENSE: 53608
NOTE: FOR PURLIN USE 2" x 00 �•o .•'xy4� EXTERNAL 0.125" ANGLE CLIP Thomas
L.
Hanson
T anS d 1� P.E
L-*
2" x" X ALUMINUM ANGLE BEAM 0 0 ! titi" ;ATTACHED W/(3) #12x3/4" SMS EA. LEG FLORIDA LICENSE: 38654
w/ (4) #12 x 3/4" SMS INTO OR NOTES:
PURLIN ON EA SIDE & (4) PURLIN 00
12X1-1/2"INTO GUTTER 0
0
2" x 2" x 1/8" X ALUMINUM
THE HOST STRUCTURE SHALL
ANGLE w/ (4) #12 x 3/4"
[VERIFY
HAVE AT LEAST A 2"X4"
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM. CONTRACTOR SHALL
THIS AND IF
2"X2"X0.062"RECEIVING
(4) #12 x 3/4-" SMS
SMALLER -CONTRACTOR
CHANNEL W/ (2) 41OX 3/4"
INTO GUTTER EA SIDE
SHALL BRING, STRUCTURE UP
EA SIDE TO COVER EXPOSED
TO A 2"X4" FASCIA AND
BEAM
ENSURE LESS THAN A 2'-0"
OVERHANG.
BEAM
"B"
"N"
"N1"
"Sill
"S2"
"S3"
"S4"
2X5
16
5
4
1 J"
1j"
10"
5"
2X6
18
6
5
1"
1 '
12"
6"
2X7
20
6
6
1"
1"
14"
7"
2X8
24
7
7
1 lj"
1j"
16"
8"
2X9
32
10
8
1 1�"
1j"
18"
9"
2X9 H
321
10
8
1
1j"
18"
9"
2X10
40
13
9
1
20"
10"
1. "N" NUMBER OF SCREWS IN ANY !.
2"x3" EAVE RAIL
i
Ian Foster P.E.
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER
1-1/2"xU' 0.125" FLAT BAR
� �. OPTION #1
J.
"B".
W/ 6 #12x3/4" SMS
FLORIDA LICENSE: 93654
JOINT EQUALS 4 TIMES
3. PLATE WIDTH SHALL BE
3@ EAVE I2FlIL
p
Falardeau P.E.
DETERMINED FROM ANGLE OF
3@ POST
Joel 1'
BEAM AND MIN. SPACE REQUIRED.
PURLIN
`FLORIDA LICENSE: 70667
4. GUSSET PLATES EXTERNAL.
FASTEN RECEIVING CHANNEL
0.060" RECEIVING CHANNEL
5. INTERNAL SCREWS FOR PURLIN
TO BOTTOM OF SAVE RAIL
(1"x2" x POS"P SIZE)
Erik Stuart P.E.
CONNECTION MAY BE INCLUDED IN
W/(4) #120/4" SMS
ATTACHED To POST
FLORIDA LICENSE: 77605
TOTAL NUMBER OF SCREWS.
W/(3) 412x3/4" SMS EA, SIDE
6. GABLE SPLICE WILL. HAVE THE
� I
-OR-
SAMEPATTERN.
USE 2"x2"x0.125" ALUMINUM
FBC Plans & Engineering
ALUMINUM UPRIGHT
�
A GUTTER BRACKET & BEAM ATTACHMENT DETAIL
N.T.S.
B
ANGLE
BOTH SIDES OF POST ATTACHED
Services, Inc.
S-3
#12 SMS BEAN( SPLICE GUSSET DETAIL
W/(3) #12x3/4" SMS EACH LEG.
6272 Abbott Station Dr. Unit 101
SCALE:NTS
S-3
Zephyrhills, FL 33542
SLOPED OR FLAT PURLIN UPRIGHT
LAP DETAIL
Ph# (813)788-5314
S-3 SCALE: NTS
Fax# 1-(866)824-7894
- ---- -- ----- L - -
--- - - --- - --
-
E-mail-erb@fbcplans.com
—
---- _
EDGE MEMBER
Website-www.fbcplans.CorU
OR PURLIN
(2) #10X4" SMS INTO SCREW
C.O.A.-429054
BOSSES FOR EDGE MEMBERS
BEAM SCREWS
L__
2"X4"SMB 6
2" X 5 "SMB 6
DATE: 03 30 2022
2"X6"SMB 8
2" X 7" SMB 8
2"x8"SMB 10
0®
•
0.125" FLAT PLATE
DRAWN BY: ST
� HINGE LOCATION
2" X 9" SMB 10
OPTION #1 •
W/12 #10X3 4" SMS
O /
2" X 10" SMB 12
•
a
OR (8) #14X 3/4" SMS
REVISION: DATE.
(MIN. 1/2" EDGE DISTANCE)
2" x 2" EXTRUSION 2" x 2" EXTRUSION
Rd 1
FOR SLOPED BEAMS, s
RO 2
HINGE LOCATION DOOR
MAINTAIN ALL SCREW SPACING s
FROM EDGE OF BEAM
i-5{ELF-MATING BEAM
I
EDGE MEMBER
OR PURLIN
RO 3
SHALL BE NOTCHED
(
RO 4
FOR UPRIGHT
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
Job# 22_0330_446
o 0
ONS-( )ATTACH D TO SMS
AM CREW 0'I I
(4)lOX2"SMS INTO SCREW O i
BOTH ENDS SIMILAR
�y
PL\®JEE1 lJl]RESS.
HINGE LOCATION
� i
BOSS 0 oil
1" X 2" OPEN BACK EAVE i
OPTION 41: 2" x 2" x PURLIN
BaI �E�
RAIL ATTACHED TO O jl
DEPTH RECEIVING CHANNEL W/
6336 SILVER OAKS DR
UPRIGHT w/('2) r
(4) #1 OX3/4" EA. LEG ATTACHING
PURLIN TO BEAM OR EAVE
ZEPHYRHILLS, FL 33542
NOTES:
#10 x 1 Y," SMS INTO SCREW
MEMBER
1. HINGES SHALL BE ATTACHED TO STRUCTUREW/ (4) #10 x 5/8" SMS MINIMUM.
BOSS„
#10 X 1'/ SMS 2 4 C/C
.060 REC. CHANNEL MIN.
L. DOUR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
4" (MIN) UPRIGHT
CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WI'T'H (3)410 x 5/8" SMS. FASTEN A
#14X3/4" SCREWS
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
(SEE TABLE ABOVE)
/ /
PATRIOT SCREENS, INC.
END OF THE UPRIGHT.
/
/
OPTION #2
F TYPICAL SCREEN DOOR CONNECTION DETAIL
E`-? SCALE: NTS j
JJ JJ
— — — —
D UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
j
— — — —
DETAILS
S-3 SCALE: NTS
�.'
ROOF BRACING CONNECTION DETAIL
SCALE: N_T.S.
S-3
///�
i
I
UPRIGHT
R D
i
SECONDARY ANGLE MIN
0
(4) #10 X 3/4" SMS
0.125"'THICK (NOT
FASTENING SECONDARY
REQUIRED FOR 2X3
a g ffi
'
ANGLE I'D COLUMN (TY
MEMBER )
t <
_
EACH SIDE)
PRIMARY 2" X 2"
%��UJ
"•" x
FASTEN 2"X2"X.12S ALUM. ANGLE
!
B -CONCRETE SCREW
O
X 0.125" ANGLE �'"'�
I
(2) #10 X 3/4" SMS FASTENING
.^ Ce;}
% , o «
TO POST/EDGE BEAM W/
ANCHOR INTO SECONDARY
COLUMN TO PRIMARY ANGLE
m _
(2)#12X3/4" TExs @EACH CONNECTION POIN'
bN BOTH SIDES
ANGLE(TYP EACH SIDE) (SEE O
(TYP EACH SIDE)`
"
FASTEN .090 REC. CHAN. TO
! OPTION #1
OPTION #2
TABLE) O�
O
1° X 2" BASE MEMBER
-
�"/
BACKSIDE OF 2"XH" EDGE BEAM
W/(5) #12 SMS W/ 3/4"
(4)#10 x 1 / SMS
RECEIVING CHANNEL
(
(TYP EACH SIDE)
2`
STAGGERED
W/(H) #12 SMS W/ 3/4"
SCREW/
BOSSES
—OR ANGLE EA. SIDE (typ)
(.0625" THICKNESS)
ANCHOR SPA
(MIN) (TYP)(SEE TABL-1;)
(1) - CONCRETE SCREW (SEE
PRO I SEAL
INTO SIDE FLANGES
d TABLE) ANCHOR INTO PRIMARY
ENGINEER OF RECORD:
ZX"H"
�fTBEAM
EINTO
_ _ __—_—_—_ANGL,E
®
3° (MIN)
AND @ 1/4" 0 CONCRETE�n
SCREW ANCHOR@
7®
David VV. Smith P.E.
EDGE
— — —24"
---
----
O.C. BETWEEN COLUMNS
FLORIDA LICENSE: 53608
@ 2"12" OR 2"X3" (2) #10x 3/4" SMS
APPLY EDGE BEAM W/ REC. CHANNELS ® PURLIN OR GIRT (ryp) EA, LEG)
TO NOTCHED POST (TOTAL 6 SCREWS R.C. (8)
FASTEN .090 REC. CHAN. TO SCREWS ANGLE EA.
UNDERSIDE OF 2X_ EDGE BEAM CONNECTION)
W/(4) #12 SMS W/ 3/4" URLIN
POST STAGGERED POR GIRT TO BEAM OR POST DETAIL
CONTINUOUS EDGE BEAM W/(2) #12 SMS W/ 3/4" 7 INTO SIDE FLANGES S-4 SCALE: NTS
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
REC. CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP.
EAVE RAIL TO POST ALT. CONNECTION DETAIL
(S:�- 4 SCALE: NTS
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1 /4"
0
0"
2x4-1 /4"
1
3"
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"
2x10-3/8"
2
4.5"
NOTES; (TYP EACH SIDE}
Thomas L. Hanson P.E
1 NUMBER OF ANCHORS "B" 1S EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
I
F Ian J. Foster P.E.
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 93654
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECK IS PRESENT.
' Joel i' alardeau P.E.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTE
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
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
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Plans & Engineering
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER. 6272 Abbott Station Dr. Unit 101
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills, FL 33542
_ SCALE; NTS Ph# (813)788-5314
CONNECTION MAY BE USED FOR TOP AND BOTTOM WHEN APPLICABLE Fax# 1-(866)824-7894
—___ ------ E-mail-erb@fbcplans.com
NOTE: WHEN USING OPTION #2 \ 5" Website-www.fbcplans.ccm
o WIRE 1 2500 PSI ESH CONNECTION CABLE MUST BE MIN. C.O.A.-#29054
CONCRETE W WELDED a'""- -
0.125" STAINLESS ° WITHIN 6" OF CORNER OR ° e 1/8" ALUMINUM
STEEL CABLE PRIMARY MEMBER. PLATE @ 45'
d a 1" X 2" X 1/8" ANGLE ANGLE W/ 1" DATE: 0 3/30/2022
3 ]./2" (4" NOMINAL) a BREAK @ 90° W/
SLAB MINIMUM (4) #12 X 3/4" SMS
® ® 5/16" EYE BOLT DRAWN BY: ST
a . (TYP TOP AND SIDE) W/ LOCK NUT &
3/8" x 3" MASONRY REVISION: DATE:
.....WASHER EA SIDE
ANCHOR
OPTION #1 OPTION 92 - A-36 STEEL CLIP 1/8" DIA. STAINLESS (9) #14 X 3/4 SMS RO 1
S. [4" SLAB ONLY) MAY BY PLACED ON TOP OR STEEL CABLE @1" O.C.
DOUBLE COMPRESSION SIDE OF DECK W/ (2) 3/8"X 3" RO 2
SLEEVES TOP OF
CONCRETE SLEEVF, ANCHOR 3/8" WELDED STAINLESS RO 3
4" NOMINAL SLAB STEEL EYE BOLT
MINIMUM Q (8) #14 X 3/4 SMS OPTION #3 Rd 4
a . Side View Job# 22_033A0T_�4746
a 1" 0 (MIN) WASHER PROJECT ADDRESS:
3/8" O x 3" MASONRY
a BENEATH NUT
2500 PSI CONCRETE W/
ANCHOR 3-3/4" OPTION #2 WELDED WIRE OR A — BAINTER
EMBEDMENT) (4" SLAB ONLY) s e
FIBERMESH 6336 SILVER OAKS DR
0125" STAINLESS
— — ZEPHYRHILLS, FL 33542
STEEL CABLE 2500 PS] CONCRETE W/
TOP OF WELDED WIRE OR Top View e 3/8" ADJUSTABLE EYE
mCONCRET F BERMESH h f� BOLT FOR CABLE TENSION
OPTION #2 CONTRACTOR:
4" NOMINAI, SLAB a 0 ® 1/B" STAINLESS
MINIMUM 4 STEEL CABLE PATRIOT SCREENS, INC.
4
1-1/2" X 5-1/2' A ® j
ALUM.STRAP W/ (2) 3/8 a
"� X 3" MASONRY PERIMETER FRAMING
ANCHOR (MIN MASONRY-
2"12"X 1/8" EXTRUDED ANGLE
OPTION #2 ON 45° ANGLE
EMBEDMENT)(USE WITH FOOTING) Side View
T OPTION #i DETAILS
SCALE: N"fS
JJ1 CABLE TO FOUNDATION CONNECTION DETAIL J2 CABLE CONNECTION AT CORNER
C`_4 S-� SCALE: NTS