HomeMy WebLinkAbout21-3109City of ZepIII
hyrhilis
1 5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
nomiam I
'BAR-003109-2021
Issue Date: 11/14/2021 1
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,
1,111111RIFIT IIwjIj�II1jIpjIj1'
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IMIT OFFICEt)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
1:1 -10I-J Z101 �, UT'11;n 9: 14
Ikit.;a
MELROSE,
Project Ref. [4519611413200 Moulden Hollow Drive
Richard Edward Spears
Zephyrhills FL 33540
Dear Richard Edward Spears,
I am pleased to inform You that the Hidden River Homeowners Association Architectural Review Committee
has approved your application for the listed project item(s):
screened patio -application is approved as submitted.
The approval is contingent upon compliance with the specifications set forth in the approved application. If
your change or addition requires a county, city or state I permit, it must be obtained before construction.
at will make a fine addition to our community -and look forward to its completion.
We feel this improvernei
t a(7 ) 1�3461 or via email � o78
ffic6 at 27 1
a=
The Melrose Management Partnership
Review Committqe
Hidden River Homeowners Association
1600 West Colonial Drive - Orlando, FL 32804 - Phone:(407) 228-4181 ® Fax: (407) 228-4171 - With offices
throughout Orlando
�1#•. 1. 1. . 9061M
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building (Department
Date Received s Phone Contact for Permitting
It * x I I
Owner's Name 4 Lf" SPEA10-S Owner Phone Number
Owner's Address I 3(400 Oo\.) 1&174.� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 00014z'i LOT #
SUBDIVISION PARCEL to# 1,J Vd CU10 0X6C '0 L 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTRF-I
ADD/ALT
SIGN 0 0 DEMOLISH
INSTALL
REPAIR
PROPOSED USE 0 SFR
COMM 0
OTHER
TYPE OF CONSTRUCTION BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
I
SQFOOTAGE [ram` �_ HEIGHT
=ELECTRICAL Is -1 AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING
=MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE 74 REGISTERED �N FEE CURREN
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_)LL N _J FEE CURREN I
Address License #
PLUMBER COMPANY
SIGNATURE L REGISTERED _I±N _J FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN L11 N J
Address License#
OTHER COMPANY
SIGNATURE REGISTERED L_Y_LN _J FEE CURREN L_y
_LN_j
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans. *—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (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 Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —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, 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 "N' in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOU��ND�R OR AR( ��"�ORNEY BEFOR .RECORDING YOUR NOTICE OF CO MEN E ENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn t7tpr aff 9d) bef th' Subscribed and sworn to gr affirmed) is
Mr T�g me
by T b
12 ( �
Who is/are personally known to me or has/have produced Who is/are personally known to me; or has/have produced
as identification. as identification.
Public
Commission
Commission
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
Public
INSTR#2021230973ORBK10471 PG128 Page 1 of 2
10/27/2021 01:24 PIVI Rept: 2370623 Rec: 18.50 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit NO. Parcel ID No Y-d6 /0 1710,
I NOTtCE OF COMMENCEMENT
State of :t N�R 4 &4N- County of
THE UNDERSMED hereby ohm notice Mat imp 'Wigt will 61 jog
I DescdpWn of Property- Parcel Identification
Stmet Address: 02ol) jj,,� J- -.4 ,bllo
2. GeneralDesorlptionof Improvement
3. Owner Info or Lessee Information it the Leswe contracted for the Improvement
�jtj�o, , 'So eAA_S
'Address
city
state
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Add
scVZeA-6
CRY
state
4. contractor.
Name �-q 19 Cfwtft -o&
7-'1,4 .1 eL
V, (I j Oct 3
Address
3 '2,W-
State
Contractoes Telephone No.:
5. Surety: Aj G^,
Name
Address
MY
State
Amount of Bond:
Telephone No.:
6. Lender. tO
Name
Address
CRY
state
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notilices or other documents may be served as provided by
Section 713.13(1XaX7). Florida Statutes: fj L-or
Name
Address CRY state
Telephone Number of Designated Person: ...
a. In addition to himself, the owner designates of
toreceive a copy of the LWWs Notice as provided In Seclion 713.13(1Xb), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner
9. Expiration date of Notice of Commencement (the aWratlon date may not be before the completion of construction land final payment to the
contractor, but will be one year from the date of recording unless a different date Is specified}:
6 XdA7 AS 641V"
Under penalty of perjury. I declare that I have read the, foregoing notice of commencement and that the facts stated therein am true to the best
of my knowledge ancl belief.
STATE OF FLORIDA
—COUNTY O.F.PASCO
f 6.sly
Owner6r e. n re of•;;;1.7 or Ownses or LesseWs Aulhorized fn 101.
fill Direclor/P.Ittnerriz 0 O, ager
M ".— "A11111,77Z '.
The foregoing Instrument was acknowledged before me this day of _. 20 _ by
as (type of authority, e.g., officer, trustee, attorney in fact) for
(name of party on behalf of whom Instrument was executed).
Notary Signature
Name (Print)
wpdstWbo%/notIosocmm--Lpc053048
I
The foregoing instrument was acknowledged before me this day
f 0 CJ 0 C)r
0 , 20 1-, by means of ephysi�l presence or C] online notarization
4-i i efperson acknowledging).
0 sonally known to me
[��Produced Ide fication
Type of ld /fil.�atilnProduc@_I_j�c)(-kckq,��rkoe-t" LC'et/IS4a
Notary signature
C)
0,
Z J*My Comm. EY49MA
Z j April 15,2023
No. GG 323832
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Type or Title of Document
C> C e 0 4 ce> YY1 r'Vi e r) C �Y'Y' en4
Document Date
10 /D4
M
State Of Florida, County Of Pasco
This is to certify that the foregoing is a
true and correct copy of the document
on file or of puOtt
blic record in this office.
Wi'tn my hani Ind ol ;,all seal this
day of-
Ni ki Alvare
ZERM3E=F
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0 2020 Web Fargo Bank, NA AD rights reserved.
DSG5350FU595501 (Rev 05- 05/21)
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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, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHAI.,L
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PST.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE I, ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING �/- 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 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
R. MASONRY:
]_CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
'TYPE M OR S MORTAR.
2-ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE.
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-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 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING 912 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 WIZEN 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 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #FOX 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, DYNABOUL 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.
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 Al 53.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
ii. 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.
1�:7�1��1.��1.�7t5f11•h1i/S:�
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).
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP --TYPICAL
2. SIM -- SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4_ CONT -- CONTINUOUS
5. VIF -- VERIFY IN FIELD
i + _
L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WFTH 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 ACCEPTABILFI'Y 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.
n. 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
ADDITIONAI. 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 FSC 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.
SCREENING MATERIAL SHALL BE I8X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWINGS-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
130 MPH
101 MPH
I
B
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED 10 SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
20G Ib, VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 ;'SF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING SLAB AND OR FOOTING (MIN. 4" CONCRETE SLAB) MEETS THE
REQUIREMENTS 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 IIb FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-RS OR EQUIV.
a 1 • a Doi X N
bIl
2 x 2:---------------------------------------2" x 2" x 0,044"
2 x 3:--------------------------------------2"
x 3" x 0A50„
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 0.1.25"
1x2:
1x3:
1" x 2" x 0.040"
1" x 3" x 0.045"
INDEX:
S-1
GENERAL NOTES
S-2
DRAWING
S-3
DETAILS
S-4
DETAILS
2 x 2 SMS:---------------------------2" x 2" x 0.045"
2 x 3 SMS: -------------------------2" x 3" x 0.072" v,
2 x 4 SMS:--------------------------------- 2" x 4" x 0.045„
3 x 3 SMS:----------------------------- --- 3" x 3" x 0.090"
Bffffffura _ v IF
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"
21
wu -- e
7 ,
V
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 $r 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.com
C.O.A.-#29054
DATE: 10/08/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
•#
PROJECT
tt ADDRESS:
C' `S
3200 MOULDEN HOLLOWWi
FEPHYRHILLS, FL 4,
NOTES
S-3
W/ 7 S. G.
M11
11 Lc) In 0 (1) LB FOAM
ljil !COMPOSITE 'PANEL ROOF MIN.
i
PER 1' SLOPE
0 toil
X
Nil S-3II )
2x3'EDGE BM
—24 0
44
—26 0"
2x3 ED3E BM
Q0 X X X X X
C14 CN N N
2x2(tvD)
1x2
5-0 1113 0 1�6 0"
(ty P) GS-3)
MIN
I
lij
X
III
II
KICKPLATE (TYP)
T-1 x2 T
0
400
I
I
<<
N
0
0,
C
N
PLo
PR10F),i11.;1'1k�E1Rt'AL
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.fbcp1ans.com
C.O.A.429054
DATE: 10/08/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
Job# 21 - 1008 - 112
PROJECT ADDRESS:
CPEARS
3200 MOULDEN HOLLOW aM
!:EPHYRHILLS, FL 33540 —
UPRIGHTw�
SECONDARY ANGLE MINA
(4) #10 X 3/4" SMS 0.125" THICK (NOT ��e* sN 40
REQUIRED FOR 2X3 \ �4
ALUMINUM RISER PAN FASTENING SECONDARY MEMBER)
ANGLE TO COLUMN (TY 0.
EACH SIDE)
Q
#12 SMS W/ 1"0 NEO-WASHERS (4) #12 SMS W/ 3/4" 1 X 0I.11 5" ANGLE
��
@ 8" O.C. USE SCREW LENGTH (B) - CONCRETE SCREW
( WASHERS PER 12" F ANEL (2) #10 X 3/4" SMS FASTENING 0
EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE �� S���
THICKNESS PLUS (1) [NCH) ANGLE(TYP EACH SIDE)
TASEE
BI E) O O (rYP EACH SIDE)
�� ®�
,.
SEE DETAIL C2 FOR OPTION #1 OPTION #2
O I" X 2" BASE MEMBER ��� e
ALUMINUM RISER PANS ietarl� (4)#10 x 1' SMS RECEIVING CHANNEL ANCHOR SPA (1'YP EACH SIDE) PR� SEAL
INTO SCREW OR ANGLE EA. SIDE (typ) I (MIN) (TYP)(SEE TABU) (1) - CONCRETE SCREW (SEE
BOSSES (.0625" THICKNESS) d TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
ANGLE AND @ 1/4" 0 CONCRETE n
— — — — — — — — — 3" (MIN) SCREW ANCHOR @ David W. Smith P.E.
24" O.C. BETWEEN COLUMNS
FLORIDA LICENSE: 53608
i
2"X2' OR 2"X3"
(2) #1Ox 3/4" SMS
(2) - 3/8" MACHINE I
OPTIONAL 1" X 2" FASTENED
PURLIN OR GIRT
(typ) EA. LEG)
BOLTS WITH 3/4" 1
i
TO COLUMN WITH (2) #10 X 2"
(TOTAL 6 SCREWS R.C. (8)
WASHERS THROUGH 1
SMS INTO SCREW BOSSES
SCREWS ANGLE EA.
POST AND EDGE BEAM i
�
AND FASTENED TO EDGE
CONNECTION)
� BEAM WITH (1) #10 X 1-1/2"
i
t
SMS WITHIN 6" OF COLUMN
CONTINUOUS EDGE BEAM
AND @ 12" O.C. MAX
rH
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:NEs
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)
"B"
Thomas L. Hanson P.E
1. NUMBER OF ANCHORS IS 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
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS, ALL SCREW
/� MaxNeal
Myron MNeal 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 LISTS",FLORIDA
LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
7_
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 ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 x 3" LAG
FBC Plans & Engineering
SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
Services, inc.
�S-3 SCALE: NTS
6. 2X2X.045 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
S_3 SCALE: NTS
Ph# (813)788-S314
Fax# 1-(866)824-7894
--- --
- - _ - - ---- ------ ----- - —
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.-#29054
I
HINGE LOCATION
i
j
DATE: 10 08 2021
BREAK FORM HEADER OR
DRAWN BY: ST
RECEIVING CHANNEL
2" x 2" EXTRUSION 2" x 2" EXTRUSION
410 SMS AT EACH RISER
REVISION: DATE:
'OR PAN OR #10 SMS @
EXISTING MASONRY
RO 1
8" O.C. FOR COMPOSITE PANEL
WALL GROUTED
HINGE LOCATION DOOR
SOLID
RO 2
d OLID ROOF
0 @CONNECTION
RO 3
®®
R04
®
1/4"0 X 2-1/2"
10�# 2�_�d�g_21Z
d
MASONRY SCREW 3" FROM
G
END&@24"O.C.
2 x -__-END BE
PROJECT ADDRESS:
HINGE LOCATION
d
(SEE SHEET S-2FOR SIZE)
SPEARS
#10 SMS @ 8" O.C.
2" x 2 " x 1/8" x BEAM DEPTH"
3200 MOULDEN HOLLOW DR
FOR COMPOSITE PANEL
RECEIVING CHANNEL
ZEPHYRHILLS, FL 33540
n�oT�s-
(4) #10 SCREWS PER 12"
W/ (1) 1/4" x 3" CONCRETE 1"X2" OPEN BACK
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM,
WIDTH CONNECTING
ANCHOR INTO WALL &
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM,
PAN TO HEADER (BOTTOM OF PAN)
(4) #10 x 3/4" SMS EACH
SIDE INTO BEAM
h�
CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1' SMS @ 12" O.C. AND WITHIN 3" FROM
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
PATRIOT SCREENS, INC.
END OF THE UPRIGHT.
1/4"13" MASONRY ANCHORS 24" O.C.
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
(2) ROWS STAGGERED CONNECTING
OF MASONRY ANCHOR SCREWS.
HEADER OR CHANNEL TO HOST.
F
S
S2 END BEAM TO HOST STRUCTURE DETAIL
TYPICAL SCREEN DOOR CONNECTION DETAIL
ROOF PANEL TO WALL CONNECTION DETAILS
S-3 SCALE: NTs
S-3 sCALE.NTS
S-3
SCALE: NTS
I
DETAILS
I