HomeMy WebLinkAbout23-6941BAR-006941-2023
Issue Date: 10/16/2023
Permit TVDe: Add/Alter (Residential)
35 25 21 0190 01400 0030
Name: DAVID BRIAN ALLEN& MARLENNE MUM=
ALLEN-CABALLERO
Address: 7596 Sail Clover
ZEPHYRHILLS, FL 33540
smusowmz-m
7596 Sail Clover Lane
Building Valuation: $13,250.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $13,253.00
Total Fees: $159.37
Amount Paid: $15937
Date Paid: 10/16/2023 2:44:21PM
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.
!110112=11 I 111 0
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
aj 6)*4V*r1
CONTRACTOR SIGNATURE PIEFT 0 - FFICEC)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
J1s-lso ouzo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department clom
Date Received"
Ph�oneContact Contact Permittin
Owner's Name DAY10 ALU-JI-1 Owner Phone Number 7$7- (.Ij- R095
Owner'. Address '759 (go S041 L C Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1 —/59(. ,FAI&— CLLNbe_ LA Z'WIIS PL 3354d� LOT #
SUBDIVISION 12hPkyR_ 049ES
PARCEL ID#[3S-2S.Zj- Ofqo- 6IL4 00 - C)OSO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
11 INSTALL REPAIR
PROPOSED USE E2 SFR Q COMM OTHER rVA
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE I 10"X 21 SO FOOTAGE HEIGHT 12- #1
ETZ]BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY 0 W,R.E.C.
=PLUMBING 1$ J /
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION k
=GAS ROOFING SPECIALTY Ej!5 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address Xa . License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN =/N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED L_Y_LN _J FEE CURREN =/ N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
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 clumpster, 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 A1C Fences (PloUSurvey/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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement,
CONTRACTOR'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 "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall,
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
OWNER OR AGENT CONTRACTOR I
S Inse ibed and sworn to
{or affirmed! be Sul scri ed and sworn ttor affirmed) befor e IN
by has/have produced C S
Who is/arq��Ily known to �rn�er has/have produced Who, /.r
r —
as identification, as identification.
A4��_�,-ta ry Public i,06411W7f R�TRXAJ� Notary Public
Commission No. (2 C3 159 Commission No. (269 9?)05155
Name of Notary typed, printed or stamped
GIACOMO DIBERARDINO
Notary Public - State of Florida
Commission# GG930359
rb My comm. Expires 12-22-2023
01, Bonded Through
Troy Fain Insurance
Name of Notary typed, printed or stamped
GIACOMO DIBERARDINO
t 'y b State of Florida
0 r�d a
n GG 9 3 0 359
1 2 _ 22 _ 2 0 23
Through
Notary Public - State of Florida
Commission # GG 930359
M Expires
p 'a
My Comm. Expires 12-22-2023
Bonded Through
cc
Troy Fain Insurance
PERMIT READY FOR PICK UP
Thu 10/12/2023 2:54 PM
1 1 attachments (101 KB
7S96pdf
]acNeBoges
Senior Code Support Specialist
City ofZephyrhi||s
S3358thStreet
ZephyrhiUs,FL33S42
813-780-0020Ext. 3513
"God doesn't seek for golden vessels, and does not ask for silver ones, but He must have clean ones."
Florida has a very broad public records law. Electronic communications regarding most
City of ZephyrhiIIs business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this
message in error, please do not read, forward' copy, etc, and delete immediately.
INSTR# 2023159346 OR BK10881 PG3644 Page 1 of 1
09/07/2023 02:27 PM Rcot: 2621851 Rec: 10,00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
This space for use by Clerk of the Circuit Court only.
NOTICE OF COMMENCEMENT
Permit Number:
Tax Folio No, 35-25-21-0190-01400-0030
The undersigned hereby gives notice that improvements will be made to certain real property, and In accordance with Section 713.13 of the
Florida Statutes, the following Information is provided in the NOTICE OF COMMENCEMENT.
I. Leval Description of property (street address required): 7596 SAIL CLOVER LN ZEPHYRHILLa_ FL 33540
ZEPHYR LAKES SUBDIVISION PHASE 4C PB 88 PG 112 BLOCK 14 LOT 3
2. General description of improvements: INSTALL SCREEN ROOM AND SLAB
3a, Owner Name, -DAVILI Al LEN
Owner Address: 7596 SAIL CLOVER LN ZEPHYRH —ILLS FL 33540
3b. Owner's interest in site: -Q-WN_EE_
3c. Fee Simple Titleholder (of other than owner) _N/6
Address:
4. Contractor Name: ANDERSON ALUMINUM
Address: 6214 W. LINEBAUGH AVE TAMPA FL 33625 Phone: 813-961-1764
5. Surety Name:
Address:
6. Lender Name:
Address:
Amount ofbond:
Phone:
Contact:
Phone:
7. Person within the Slate of Florida designated by owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7, Florida Statutes,
Namc: N/A Address:
Phone Number:
In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
7111 3(l)(b), Florida Statutes,
Address:
Phone Number:
9. Fxpiration date of Notice of Commencement (expiration date is one (1) year from date of recording unless a different date is
specified).
WARNINC. 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, ANOTICE 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 070RIBRIGYOUR ' 'T�ICE A�COM ENCEMENT,
Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer.iDircctor/Partner/ManageT
I 'Florida
Cown!4 HN322567
OWNER
Signatory'a'FiTWOffice
STATE OF FLORIDA
COUNTY OF HIMM= PX4,0
The foregoing instrument t led i� me this day of *061ICT 20 %>5 go before
by 2q(D 0,wm for 'SAI C'Wim
J&4— t "A*J*!�� -IF! -----------
Personally Known _ OR Produced Identification
Type of Identification Produced fWlt" MlilLACtLW-f
gnature — of Public
com mc,164 YAW MAO
are( 'C 1 0
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it 4 my knowledge and belief.
Signature of Natural Person Signing Ab�o,
to cop), atf any kond nnist be attached at the time o, racordaliatt of this Notice of Ve—n—mo Updated 291blOV2012
POOL ENCLOSU�kES
SCREEN ROOMS
GLASS & VINYL ROOMS
CARPORTS
6214 W. LINEBAUGH AVE.
TAMPA, FL 33625
PROPOSAL SUBMITTED TO
STREET
—7594� -s'&/1 !!�16
CITY, STATE and ZIP CODE
PHONE — /a 95
COLOR
PAN COLOR
GUTTER
KICK PLATE
E-XTRUSION
ATTACH TO:
WALL
FASCIA "V -e -T
HEIGHT
OVERHANG
MANSARD —
GABLE —
FLAT - '51orn
DOORS
SUPER GUTTER
WINDOWS '
INSULATION Rag F
PAN ROOF --
BONDED ROOF jg?K;kjt
QUALITY WORK
AT AFFORDABLE PRICES
(813)�961-1764
Fax: (813) 968-6685
Email:
anderson.aluminumgverizon.net
LICENSE # RX 0055031
SCC 131149714
SHEET NO.
INK0101904M
JOB NAME
DATE JOB LOCATION
o 3L2-o2-3
DATE OF PLANS '
VC Pr0P05C hereby to furnish material and labor — complete in accordance with above specifications, for the sum of:
dollars ($—U-,—�..5o
be made as follows:
BOUNDARY & AS -BUILT SURVEY
DESCRIPTION:(AS FURNISHED)
LOT 3, BLOCK 14, ZEPHYR LAKES SUBDIVISION PHASE 4C
AS RECORDED IN PLAT BOOK 88, PAGE(S) 112-114, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
IN
ALL WORK SHALL C(XVIPLY WITH PREVQ\LING
CODES FLORIDA BUiLDING CODE,
NATIONAL ELECTRIC, CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
1" a 30,
XaAm6fimm
0 15 30
"'EVIEW DATVCT 04
P"'yRH1LL
EXAlk"11NE
1-1
0
"m
ADDRESS: ereby acknowledge that I/wG hove
7596 SAIL CLOVER LANE r . evievved thig SU(VOY and approve a" matta",
ZEPHYRHILLS FLORIDA 33540 Set forth on thlis SLI(VeY.
FOR THE BENEFIT AND PM IlWe her0t)V f010050 DHI TltlQ 'rom any and off
�.jog#qjs on thiq qurvOY.
tj*r�var
EXCI_USIVE USE OF: lidblitty 0s to
DHI TITLE OF FLORIDk INC.
DHI MORTGAGE COMPANY LTD.
DHI TITLE INSURANCE COMPANY
"Mil MINNi,
AN ft"RIN'Nolpill # I
UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED,
5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO
RECONSTRUCT THE BOUNDARY LINES.
ON
MAXIM
I L#YA4'1*2M1ffi#Z4I; ZMA
SfToa IRON ROD AND CAP
MONT OF WAY UK
DRAINAGE MOW
FOUNO NAIL AND DISC
EXISTING ELEVAIM
Le 07013
A/t
AIR CON011TOM
0
F gm yr IRON: ROD AND CAP
Em
CONCRETE
(P)
0701
PER PLAT
COW
CONCRETE RM WALL
(M)
0/3
MEASURED
Orw
CNA
CP
CORNER NOT ACCEUM
CONCRM PAO
PC
POINT OF CURVATURE
(PF-I.A.
WI WE
PCC
"P
PI
POINT OF COMPOUND CURVE
" 4N TRWNT
; OPWKC
Owl
EMERGENCY MANAGEMENT AGO=
PK
PARKER KALON
D F.LR.M.
I
IW"E RATE MAP
POC
POINT ON CURVE
LO
Ls
UQNSW mmhm
POL
PRC
PONT ON UNC
POW OF REVERSE CURVATURE
DWE
Wmsm 3URVOM
DRAINAGE & MW EASEMENT
PRM
PEOMAN19�TMONIIMW
AND MAPPER
DE
DRAINAGE MOW
�aVEYOR
ON
ADDRESS:
acknowledge that I1wO hOW'
7596 SAIL CLOVER LANE
reviewed this Sur Vey ond approve oil matters
ZEPHYRHILLS FLORIDA 33540
P9
FOR THE BENEFIT AND c
set forth On this SiIfvc-V-
I-ij Title from any and all
EXCLUSIVE USE OF:
I1\Nq hereby WIDOW
as to,011,M, gr ymr,401fo IN% SurvOY
HI TITLE OF FLORIDA, INC.
Ht MORTGAGE COMPANY LTD.
(2
e4% a,
DHI TITLE INSUR ANCE COMPANY
I
1111 'Willi *'12i "ITIA, W, 10 i
10
MW I! I.,
TKU iiffltif' TiNt Ift 01-01010W"" "'N'low 41F "R,"W 1; ,
4NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED.
(FIELD DATE:)
11-11-2M
Sc'ma -X-m-29-Ew—
APPROVED SY. -,;�QT�
220315 LOT 3.
ORKNN O'n
I-- DRAWAGE FLOW
—JA EXISMO ELEVA110N
COND"WNER
EEO emn-It
COMM K= WALL
CORNER NOT ACCE330.9
CP OWCRM PAD
FUYf
WWWRAM Wit MAP MEN WMIW r4 M.
Le
LS
3 04,11E WM59 I= EASEWNT
GE DRAWACE EASUMNT
ke uwly
NAVD NOR7H = VM'nOAL DATUM
WS WAITER SMCE
LP W$8 RIM
co CLEAM OUT
SETO IRON ROD AND CAP
La 93
FDWD MAIL AND DISC
Le f7cnz;
FOU"D ol III* LROR ROD AND CAP
IS V
PER PLAT
Dolafty signed by E Glenn
NV 'm
,01.1-Professional
-��—ZNj Lend Stsvoyor, 0-Arnencan
4� V.
a Swvayfhg & Me", CN-E
?w , Glenn Turner.
'g, 9turnacufficorporato.0
n2u,5-08 11:3OA8
Florida Building Code Online
BCIS Home 1_aq In Use, Registration Hot Topics i Submit Surcharge I Stts & RKU Publications Contact Us SCIS Site Map Links
I [ida
uct Appal
*pu= rovPublic User
RLQgUa AQQMLI MgpU > Er20=_QLAqp > Application Detail
JLQU� > Ap
FL #
FL15491-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Structall Building Systems, Inc.
Address/Phone/Email 350 Burbank Rd.
Oldsmar, FL 34677
(813) 855-2627
info@structall.com
Authorized Signature Frank Bennardo
f ra nk@engineeri ng express. corn
TAV9-4x— W X M
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a License
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date 06/01/2021
Validated By Keith E. Lorinos, PE
Validation Checklist - Hardcopy Received
smadmird I=
A E72 1998
A E72 2005
ASTM E84 1991
F*71=7
zmmml���
Date Submitted
Date Validated
X,zte ftr&6,j F%C
Date Approved
915-070,51111MMOMW
IFL# I Model, Number or Name Description
15491.1 Snap-N-Lock Panel EPS Foam Core Composite Panel, 3', 4" & 6" with AlurT
--I= 7::�] Steel Skins
LimIts of Use Installation Instructions
Approved for use in HVHZ. Yes 1;4c)l PS II DWG.plt
Approved for use outside HVHZ: Yes Verified By: Frank U Bermardo, PI.E. PE-0046549
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure: +99/-99 Evaluation Reports
Other- See Installation Instructions for maximum ultimate and 1 -W
allowable pressures. See installation for panel limitations reated by Independent Tbird Party: Yes
spans.
EE EE
The State of Florida is an AA/EEO employer,Florida.:: My
Under Florida law, email addresses are public records. If you do not want your e-mal address released in response to a public -records request, do not senc
mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395, *Pursuant to Section
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal addr
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
Credit Card
Safe
R' 7,7
We
n
f
mi W��
1%ml
� z
Address:7 L CLOVER LANE ALLEN
ILL -11 3
4-Choose w
Single F
Each Page Separate
or FedEx option go �and
provide account )
Payment.- t Card
car Credit Card ®titan go
Engineering prepared by:
E€
6 3
Thompson,Engineer: Michael
i! + "ryaOrlando,
"' pia 1 + ' or 407-734-1470 Call: 9
11MENt"LA
S
D
Ultimate Wind Speed (mph): 130 Exposed Category: C Risk Category: I
Kitchen
Roof Ridge Beam (gable style): Beams X
Swimming Pool [:]Gun'ite EIF[berglass Overall Deck SO FT
0 Existing Z Now 4" w/6" Thickened Edge [:]Pier - x - x '
-
Note: In the event that them Is general notes andg the contmetor shall
41
Utilize the more stringent dimensions and member sizesprior to ordering materials, fabrication and/or construction between
the plans and the general notes and design standard.
General Notes & Design Standards
(Screen Patio Room Enclosure)
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2020 (7", Edition)
Aluminum Design Manual 2020
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPI3 (FBC Table 2002.4) (35 psf)
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense, real or implied, arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor constrict the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coef£ Of friction between footing and soil = 0.5
Michael Thompson, P.G. 447509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminuinscreendesi(,n.com
xs
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
l
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methaerylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
For bottom plate and column base, secure with '/Q" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively
into concrete footer.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =130 MPH
2 x 2 Chair Rail = 6'-6" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chair Rail = 8%0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'4'
Concrete:
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be 1/4"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A] 85 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Michael Thompson, P.E. 447509/CA#30930
4401 Vineland Road., Suite A6, Orlando, Fl_ 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumsereendesign.eom
cf �
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
130 MPH
PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM
ENCLOSURES
ROOF PANELS
Beam -Size
Max Beam
Span & Max
Column
S acing
Column -Size
Max Column-Hei ht
Pan Roof Span
Insulated Roof
S an
2 X 3
6'-0"
2 X 3
8'-0"
3" Spans 13'-6"
3" Spans 15'-0"
6" Spans 20'-0"
2 X 4
8'-6"
2 X 4
8'-6"
2 x 5
10'-V
2 x 5
9'-V
2 X 6
12'4"
2 X 6
10'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x 4 for beam span greater than 30'.
Purlin:
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
EdLFe Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Vinyl, tempered glass, and acrylic panels:
Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds
exceed 75 mph (34 m/s)." visible when the panel is installed.
Michael Thompson, P.E. rr47509/CA430930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminmmscreendesign.com
j
Bpam Sim 10: Purlins,
coheir Rails,
yr
$1
N
n
fNX
i
. . . ........ . ...
W
M
p event otpconflict in member sizes shciynoii
,iie uans and the general notes, the contractor must
"I
d" lize the ajore strinpont memher size requirements,
Engineer: MiChael Thompson, RE. 47509/CA30930
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH 910 1 " 6"
FROM ENDS 24" O.C.
ROOF 1S ATTACHED TO FRONT WALL
WITH (4) 410 4" PER PANEL _
2X2 POST .046 OR GREATER
2X3 FRONT WALL TOP PLATE
ffmotowfloLi [
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C.
ivi
(OPTIONAL) KICK PLATE IS ATTACHED TO
STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C.
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
EXTRUDED FASCIA IS ATTACHED TO >" C CHANNEL IS AZ "[ ACHFDTHRU FASCIA INPO RAFTER TAILS WITH 410 2" 6" FROM
3" INSULATED ROOF WITH 410 1" 6" ENDS 24" o_C & 10 ;,. INSuLA'( I.D ROOF WITH (6) 410 I PER SIDE
FROM ENDS 24" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 410 3",
CAPRI CLIPPED WITH (4) 410 1 " PER CLIP
BLIND CLIPPED WITH (4) 410 1" PER CLIP
IX2 IS ATTACHED TO FRONT WALL
WITH 910 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) 910 3" OR,
CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR
BLIND CLIPPED WITH (4) 410 1 " PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (a) 410 2" OR,
CAPRI CLIPPED WITH (4) 410 1" PER CLIP &
BLIND CLIPPED WITH (4) 410 1" PER CLIP
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 I/8" CONCRETE EMBEDMENT DEPTH
" INSULATED ROOF IS ATTACHED TO
,LUMINUM STRUCTURE WITH 410 4"
" FROM ENDS 24" O.C.
SIDE WALL TOP PLATE
IX2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
2X3 SIDE WALL, UPRIGHTS
2" X 2" X 1/8" ANGLE IS ATTACHED TO
UPRIGHT W/ (2) 910 1" & INTO CONCRETE
W/ 2-1/4" X 1/4" TAPCON
2X2 CHAIR RAIL
IX2 IS ATTACHED TO CONCRETE WITH:
2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS
OR 410 2" IF TO WOOD DECK 6" FROM ENDS 24" O.0
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO WET THE REQUIREMENTS OF THE 2020 (71H EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
SUITE Art,
Or DO FL 32811
.•
_m�_t_A#30930