246 Maybeck Ct 17-392 Add screen roomPJ I CITY OF SANFORD
BUILDING & FIRE PREVENTION
D ECE VE PERMIT APPLICATION
FEB 8 2017 Application No: 3 9 a
Do anted Construction Value: $ 3 533- QD-
BY
Job Address:-.;? to Gotta beC1t C- !t of y-8 Historic District: Yes No
Parcel ID: o? to —1 9 - 3 0 -- 5 SY - 0000 - ) 1 LI O Residential [Commercial
Type of Work: New Addition Alteration 9 Repair Demo Change of Use Move
Description of Work: Ne w 13
1
X ?' S Cat e h r'nr, m In j i 4-6 3 I 1S uJ o4e d
Plan Review Contact Person: 1411 tIO r 0 1 <Nr1 Title: O Wner axa5a- Phone:
40 7- 73 a - 74PLW Fax: /VI A Email: GLlum i nUIYI 411 1 C 0 OuHaw.00 Property Owner
Information Name lam
oni e D ego bin So n Phone: 40 7 - 9 7 1 - as to % Street: '24
U MG v h4PG Z CA • Resident of property? : tt S City, State
Zip: S Gl llfWd . r L 3a 77 Contractor Information
Name Aluni•
nuin i C' _ LLC Phone: y O7 - 3 3 a - 7 ko 4 2 Street: Mo
to I; i a 1-yre bf- Url+ I 0 to Fax: N to City, State
Zip: 3:;75 U State License No.: _ S CC 13 11 S 1 6 58 ArchitecVEngineer Information
Name: rn
i CInCIe 1 MnQ0 J2S0y1 Phone: 4 D i`% 3 4- 147 d Street: 44b)
Vine Land e-a - Sll.i ie 0 Fax: 1a3- Q t ? 1 City, St,
Zip: O r l Q nccl n , FL 32 811 E-mail: Q\L.LM i A( t M ctr P to c1 i sue @ Bonding Company:
Address: Mortgage
Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. "A) FBC 105.
3 Shall be inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application I
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 permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature of Contnicto'fIXgent Date
Ai rr- 3 dMolf; c, 1"iayJyt OrsCVl
Print Owner/Agent's Name Print Contractor/Agent's Name
Signatureree-*3,'
State to ' Date Signature of Notary-Sta f Florida Date
AMANDA GLISSON """'' AMANDA GLISSONt6EXPIRES. MY COMMI epiw1im 10, 2019 y
EXPIRES.
my IISS N N
10. 2019
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building V Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: 3-1
COMMENTS: t/V— lb mstQ (I 13, x V scmerl ,000 irnCtl Clu
Revised: June 30, 2015 Permit Application
1/11/2D17 SCPA Parcel View: 26-19.30-5SY 0000-1140
A's", Propeft Record Card
P Parcel: 26-19-30-5SY-0000-1140
Owner: ROBINSON DOMONIC D
serw•o e oou m: ra onox
Property Address: 246 MAYBECK CT SANFORD, FL 32771
rarcer mronnaoon
Parcel 26-19-30-5SY-0000-1140
Owner ROBINSON DOMONIC D
Property Address 246 MAYBECK CT SANFORD, FL 32771
Mailing 246 MAYBECK CT SANFORD, FL 32771
Subdivision Name RIVERVIEW TOWNHOMES PHASE II
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions 00-HOMESTEAD(2011)
M
Seminole County GIS
value summary
2017 Working 2016 Certified
Values Values
Valuation Method Cosl/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 110,834 106,247
Depredated EXFT Value
Land Value (Market) 23,000 23,000
Land Value Ag
Just/Market Value " 133,834 129,247
Portability Ad)
Save Our Homes Adj 19,481 15,689
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 114,353 113,558
Tax Amount without SOH: $0.00
2016 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 114
RIVERVIEW TOWNHOMES PHASE II
PB 75 PGS 51 - 58
Taxes -
Taxing Authority Assessment Value Exempt Values Taxable Value
City Sanford 114,353 114,353 0
SJWM(SaintJohns Water Management) 114,353 114,353 ' 0
County Bonds 114,353 114.353 0
County General Fund 114,353 114,353 0
Schools 114.353 114,353 0
Sales
Description Date Book Page Amount Qualified VacAmp
WARRANTY DEED 1/1/2010 07338 2M 143,000 . Yes Improved
Find Comparable Sales
Land
Method Frontage Depth • Units Units Pri
Building Information
ce Land Value
LOT 1 23,000.00 23,000
http'!/parceldetail.scpafl.org/ParcelDetaillnfo.aspuc?PID=2619306SY00001140 1/2
i
0"1
M
V U ` iMrA+G'I,'Ct
WWW.ALUMINUMMAGIC.COM
Sales Contract ALUMINUM MAGIC LLC
State Certified Specialty Contractor - Licensed and Insured
FL License # SCC131151658
766 Big Tree Dr. Unit 106 Longwood, FI 32750
Office #: (407) 732-7648
aluminummagic@outlook.com
Project Details: Sun Room , Windows: Glass Gutters: I Concrete: Slab dimensions x I Color:
Screen Enclosure Porch / Lanai ! bronze Acrylic / Seamless 6" Super 7,, Footer size _ x Linear ft
I
BRONZE
Pool Enclosure Patio / Carport I clear erev Vinvl w.r .
IL"Nescreen Kepair I I LHIC01 It i r.. u rr
r
R..
le . fir.
r
Q Fan Beam(s)
Pa
Other
Ihl lY C'J L l
Fli.s Jl ii fii
1!!Color:
0 Super Screen
13 Other
El I- kyle4e 8" 16" 24" Smth WG
Hardy Board 16" 24"
Inside color outside color
Homeowner to supply paint to match house color ,,,,,,,,:
i Door A: Hinge L OR Set Handle: Mid High
Door B: Hinge L OR Set Handle: Mid High
By signing this contract you acknowledge that you are the homeowner of the above stated property and you agree to all terms of this contract. You
agree that you have read all terms of this contract, both front and back, and upon completion of project will pay Aluminum Magic LLC full
remaining contract balance. If full balance is not paid within 14 days of project completion, a finance charge of 1.5% will be added monthly until
balance is paid in full. ;
j =S TOTAL AMOUNT (all costs included):
CC
1/3RD DEPOSIT DUE UPON SIGNING:
1/3RD DUE UPON MEASURING OR CONCRETE:
FINAL PAYMENT UPON COMPLETION: ,7b `OV
ACCORDING TO FLORIDA's CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A
SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR
PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO
HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PORPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR; MATERIALS, OR OTHER
SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT
BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA's CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMEDED THAT YOU CONSULT AN ATTORNEY.
HOMEOWNER TO OBTAIN HOA APPROVAL (if necessary) PRIOR TO START OF WORK (homeowner initial)
BUYER (OWNER):'°+ DATE:
REPRESENTATIVE: (_ CA!/ (c& O)y DATE:'
Terms and Conditions:
1. As used in this contract, the words seller, we, us and our refer to Aluminum Magic LLC and the words you, your, buyer, and owner refer
to the Customer.
2. Each person signing this Contract represents and warrants that he/she is the Owner of the premises at the address stated on this
Contract upon which the enclosure will be built, and further, that all owners of the property are listed on the first page of this Agreement
and have signed this Agreement.
3. By signing, the Owner acknowledges that he/she has read, understands, and accepts this Agreement in its entirety, and acknowledges
receiving a complete copy.
4. This Agreement is not enforceable, has no force or effect, unless it is accepted and signed by an officer of Aluminum Magic LLC.
5. Owner shall provide access and power to work areas during working hours, and will specify if there are certain hours that they do not
wish to have Aluminum Magic work on the premises.
6. Owner agrees that it is his/her responsibility to obtain homeowner's association approval, if necessary, prior to permitting.
7. Owner shall ensure that all work areas at the premises are free of potential hazards or interferences from but not limited to animals,
gates, pet waste, tree limbs, furniture, shrubbery, unstable grounds, etc.
8. Aluminum Magic LLC is not responsible for damages to existing landscape at the premises including but not limited to shrubs, plants,
grass, flowers, or trees. Aluminum Magic LLC is not responsible for damages to existing structures including but not limited to sidewalks,
driveways, sprinkler systems, fences, window sills, roof tiles, interior tiles or any other structures. Customer is responsible for rerouting
sprinklers.
9. Aluminum Magic LLC retains the right to cancel this Contract at any given time, for any reason.
10. Aluminum Magic LLC will not honor any oral agreements between sales representative and Customer unless it is in writing on the face of
this Agreement. The terms set forth in this Agreement are intended as the complete Contract and may not be amended unless by a
written memorandum signed by both Owner and Seller or their authorized agents.
11. Owner is responsible for purchasing and obtaining any and all paint to be used in matching with color of the home on any part of
enclosure prior to work beginning on the premises.
12. Termite damage, water damage, wood rot, or any other damage to fascia board, existing gutter, wood siding or connection point will
need to be repaired prior to installation of enclosure and is Owner's responsibility to replace unless otherwise stated or amended in this
Contract. Any repairs completed by Aluminum Magic LLC will be deemed extras and an amended Agreement will need to be completed
and signed by Owner and Seller prior to starting work on repairs.
13. Aluminum Magic LLC is not responsible for delays to start or finish of project resulting from events beyond its control including but not
limited to change orders, acts of God or nature, governmental actions, manufacturer delivery delays, material shortage, incorrect
information provided by Owner, legal problems relating to the property, the property's nonconformance with zoning requirements or
weather delays, or Owner's noncompliance with this Agreement.
14. Aluminum Magic LLC has the right to retain all costs incurred if Customer cancels contract. A minimum of 1/3'd Contract price will be
retained from Owner for liquidated damages by Owner not allowing Aluminum Magic to complete terms of this Contract to be used for
but not limited to permit and engineering fees, labor, and materials. This does not include cancelling this Agreement within the 3 days
allowed by law within signing. Buyer's right to CANCEL indicates that if you do not want the goods or services stated in this contract you
have 3 business days from the date signed on the front of this Contract to inform Aluminum Magic LLC in writing delivered or postmarked
before midnight on the third business day. Buyers' right to cancel is based off of date this Agreement was signed, not any other factor.
15. Owner (buyer) promises to pay Seller per the terms of this Contract and in full upon completion. Payment is due in full to Aluminum
Magic LLC at the time of completion of work (terms of Contract). A finance charge of 1.5% will be applied per month to any account not
paid in full within 14 days of completion.
16. Owner is responsible for any and all attorney or collection agency fees incurred by Aluminum Magic LLC from obtaining debt from Owner
for any payments not paid within completion of project as specified in this Contract.
17. Aluminum Magic LLC will retain the rights to all properties and materials until Contract is paid in full. In the event that the Contract is not
paid in full and collection attempts have been made, Owner gives Aluminum Magic LLC full rights to enter premises and remove property
and materials.
18. Owner responsible for re -inspection fees for missing or lost permits on premises.
19. If a case goes to litigation for any reason, the non -prevailing party will be responsible to pay prevailing party any and all reasonable
attorney's fees, costs and expenses.
20. Owner is responsible for all property lines, and zoning or building code violations. Any delays or fees from said issues will be sole financial
responsibility of Owner.
21. Risk of loss of materials on Owner's property is the responsibility of the Owner.
22. Wrongful cancellation by Owner, or if Owner is refusing Aluminum Magic LLC to complete terms of Contract, a specified amount of all
materials, permit and engineering fees, labor, and any additional fees incurred for work completed will be owed to Aluminum Magic LLC.
If no specified amount is determined Owner agrees to pay Aluminum Magic LLC 40% of complete Contract price.
23. Aluminum Magic LLC will remain an independent contractor separate from Owner and will have any and all say in what style of work,
how the work is performed, when the work is performed, who performs the work, and will retain power and control over the work being
done to complete Contracted work on premises.
24, Any claims by Owner or any heirs or association with Owner cannot exceed the amount paid to Aluminum Magic LLC for the terms of this
Contract.
25, If any part of this Contract is said to not be upheld by the law then that part of this Contract shall be amended and removed and the
entire complete rest of Contract is still legal and binding and will be upheld.
26. Conditions Precedent to Lawsuit: Florida law requires the following statement to be included in this Agreement:
CHAPTER 588 - NOTICE OF CLAIM: CHAPTER 588 FLORIDA STATUTES CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU BRING ANY
LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY (60) DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO
THE OTHER PARTY TO THIS CONTRACT WRITTEN NOTICE REFERRING TO CHAPTER 588 OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE
AND PROVIDE SUCH A PERSON THE OPPORTUNITY INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AND OFFER TO PREPAIR
OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT
DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTEREST.
Florida Homeowners' Construction Recovery Fund
Payment may be available from the Florida Homeowners' Construction Recovery Fund if you lose money on a project performed under
this contract, where the loss results from specified violations of Florida law by a licensed contractor. For information about the recovery
fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address:
Division of Professions - Construction Industry Licensing Board -1940 North Monroe Street, Tallahassee, FL 32399-1039 Phone: 850-487-1395
1J THIS INST MENT PREPS R D S
Name: O
Address mxo
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRA11T HALOYr SEI-IIHOLE COUNTY
CLERIC OF CIRCUIT COURT & COMPTROLLER
I?K 8359 f'q 151 (Vos)
CLERK'S Y 2017014129
RECORDED 02/00/2017 03:27:20 1.11
RECORDIPIG PEES 6-1CI,i1i.1
RECORDED BY hd=avore
Parcel ID Number: ,2te " )9 — 30 .— f-5 S L 0 0
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement.
OWNER
Address: bL / r I
Fee Simple Title Holder (if other than owner) Name:
Address:
Address: 7 n le }T 'Ti^ b ' i;r- 4- 101D a7 Sb
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the L(enoes Notice as Provided in
Section 713.13(1)(b). Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date Is specified)
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 I, 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 penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
M enrc ,i9-,,.ems et- 0r a N L lS i l ,/%
Owner's Signature Owner's Printed Name
Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.'
State of Flo rl o A County of S r)'t iy 0 t e p 1 The
foregoing Instrument was acknowledged before me this II YN day of by
b,,Lno 1.>1C. T'1).A151EC (70$lA-)S0^J Who Is personally known to me Name
of person making statem t r OR
who has produced Identification Cl type of Identification produced: f `— L A e"-
N1 AMANDA GLISSON y
d MY COMMISSION N FF917306 irorsJ/' EXPIRES: September 10. 2019 p
0
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: /-//-17
I hereby name and appoint: 2Lh 0 D/Son
an agent of:
Name
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
C The specific permit and application for work located at:
ZY4, Zj4Tti«1 C>` Saplyey- 14 FL
Street Address)
Expiration Date for This Limited Power of Attorney: 611A
License Holder Name: ' /0 4,n 0/So/7
State License Number: , f'cc // //,S/bS'P
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 56MIPtif
The foregoing instrument was acknowledged before me this 110i day of JAPORZY,
200 1-7 , by ('_Layro0 0LS01k1 who is epersonally known
to me or o who has produced
identification and who did (did not) take an oath.
Signature
Notary Seal)
a AMANDA GLISSONMYCOMMISSIONHFF917306EXPIRES, Septurixr 10. 2019
Rev. 08.12)
A=n,u G 11SSodl
Print or type name
Notary Public -State of F l,oru D P
Commission No. W 4/ 7 3o(y
My Commission Expires: S1 prrrnB no- /oT", Zd )1
as
r,
D City of Sanford
Aluminum Structures Permit Application Checklist
aszx k
All
permit application packages must be complete prior to acceptance. You must check each box to
the left or indicate n/a on this submittal. A complete application package shall include the Mowing:
E
J Building Permit Application completed, signed and notarized. Application must include correct
address and complete parcel I.D. number. CB'/
Copy of a contract, signed by the contractor and the property owner, indicating the documented construction
value of the project. L
Copy of applicable contractor's license issued by the State of Florida. A
site specific notarized power of attorney shall be required from the licensed contractor if he/
she appoints an employee of his/her company to sign the permit application as the contractor.
f3
Certificate of insurance indicating worker's compensation insurance coverage and naming the City
of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by
the State of Florida (must be submitted with each application if contractor is the applicant). Completed
and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). 0
Two (2) site plans indicating proposed location. Q
Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings
per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category 1 buildings
OR Two (2) copies of previously mastered filed plans. Indicate all details and options that
apply. R
Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include
all framing sizes and types. Include any electrical devices to be added. Gl
Two (2) copies of Florida Product Approval, including manufacturer installation instructions and
product evaluation reports, for composite or elite roofing systems. (If applicable) For
Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance
with FBCR R301.2.1.1.2 These
guidelines were compiled to assist the applicant in preparing an aluminum structure permit application
and may not be complete. The applicant is required to meet all City of Sanford, state, and federal
code requirements. Revised:
February 2015
1/11/2017
1 parceldeWl.scpafl.Org(FootprintPage.aspx?PID=2619305SY00001140&BLDGNO=1&PAGENO=1
Parcel: 26-19.30-SSY-0000-1140 Building No.: 1 Page No: 1
13 *
CV" CK E1X ' RECORD COPY
SSA 13
23
BASE M
684 sf
13
211 10
GRF
I OPF
228 sf 12 72 sf
N
11
Ske*h by Apex Nd W"
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
2.25- 0
DATE
A PERMIT ISSUED SHALL BE CONSTRUED TO BE
LICENSE TO PROCEED WITH THE WORK AND NOT
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
NS-t-AL 14)4,j 8' x 3' ScAs-uj gow
w%-rK 3`' INSu0RTE lb (Zook co
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x Sr uG CON c ET
SANFORD
17-3924
RECEIVEFEB82017
hV:Il cr Wdetail.scpafl.orgfFoolprirdPage.aspx?PID=2619305SY00001140&BLDGNO=18PAGENO=1 1/1
or
n City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.ora.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
FEB 8 20»
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
E }e, prttcminuo-
C 0rs.fi oY11-
6pS rf -oarn Cane Compti; st
pltAo PcVIf panes S S O 0
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name l /9 v
Please Print)
June 2014
3/16/2016 Florida Building Code Online
Business Professional
r1 W.
Florida Department! Bcls Home Log In user Registration , Hot Topics Submit Surcharge Scats & Facts Publications FSC Staff SCIS Site Map Links Search
Busines
Professional USER:
ProdPublic
Approval
OuseR: wait user Regulation
qnnrqn
Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL #
FL5500-R4 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer Elite Aluminum Corporation Address/
Phone/Emall 4650 Lyons Technology Parkway Coconut
Creek, FL 33073 954)
949-3200 dk@dokimengineering.
net Authorized
Signature Frank Bennardo frank@engexp.
com Technical
Representative Bruce Peacock Address/
Phone/Email 4650 Lyons Technology Parkway Coconut
Creek, FL 33073 954)
949-3200 bpeacock@elltealuminum.
com Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Metal Roofing Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Frank L. Bennardo, P.E. the
Evaluation Report Florida
License PE-0046549 Quality
Assurance Entity Quality Auditing Institute Ltd. Quality
Assurance Contract Expiration Date 12/31/2018 Validated
By Sorge A. Pomerantz, P.E. Validation
Checklist - Hardcopy Received Certificate
of Independence FL5S00 R4 COI Indeo.odf Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Florida Licensed Professional Engineer or Architect FL5500
R4 E•9ulyEaulv.Ddf E^ C 1VE Sections
from the Code 104.
11.2 FEB g 2017 1709.
3 BY—
httpsJffloridabtAlding.
org/pr/Pr_app g2TjbCBh4WCcmc8%3d
3/1&X16 Florida Building Code Ovine
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 2 Option B
02/26/2015
03/08/2015
03/09/2015
04/15/2015
FL # Model, Number or Name
5500.1 Aluminum / Aluminum Roof Panels
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: For outdoor patio construction only. For use outside
the HVHZ. See installation drawing for allowable span/load
combinations.
Description
EPS Foam Core Composite Patio Roof Panels
Installation Instructions
EL5500 R4 11 Dwo.odf
Verified By: Frank L. Bennardo, P.E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Contact Us :: 1940 Noun Monroe Street. Tallahassee FL 32399 Phone: 850-487-1024
The State of Florida Is an AA/EEO employer. Copyright 2007,2011 State of Florida.:: privacy Statement :: Accessibility statement :: gefund statement
Under Florida law, small addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send elecbonlc
mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •purwant to Section
455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for oMdal communication with the licensee. However email addresses are public record. If you do not wish to supply apersonaladdress, please 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 dick j M.
Product Approval Accepts:
El E
Cre it ,,
AVE
httpsJ/floridabuilding.orgfpr/aappdtl.aspx?param=wGEVXOwtDq(2gTjKEgbCBh49/o2bwcRAWOdttmNH4JjaYtc8%3d 212
EPS FOAM CORE ROOF PANELS
ALUMINUM / ALUMINUM SKIN
J
MAXIMUM ALLOWABLE CLEAR SPAN TABLES:
r Pmob 1' po r Pmob
UwL"d Dv%aon Om4' 0Mr 0.024' 003r 0024' 0.03r
dW LM LWA Alin Skin Alum Skh AN,n SMR Mml Skin Mon Skh, Alum S101
14b EPS 14b EPS 14b EPSI-b EPS. I4b EPS 11120
14'-0' IV-r 190 tea 27S 270 Iasi
L1120 Ir-r ITr 1r4T IT-tr r 21'2rrI/ Psi
L 1120 sr-r ,4'4* rd• 0 r ter 21l r 16 Psi
LI 20 IV-Ir 17.10' IV-r Iv-r IV-tipw-r le Psi
LI120 111r 1Y.4' rr Ir-r ter to-7' 20 Psi
L'120 1I'-7* 17.19 IS'-r 15'-1' 9i' IV-tr 2409 L /
120 194' 17.1' t -r /41.r ITS . I rS' 26 PO
L V 120 IT-N' 11'r IT-w 174, 163' IBS 3200 L/
120 9-r tt'r I 17-C I-r Ir8 15-a- CLEAR SPAN
TABLE USE INSTRUCTIONS:
1. DETERMINE
TYPE OF ENCLOSURE TO BE COVERED (OPEN, SCREENED WALLS,
OR FULLY ENCLOSED). 2. DETERMINE
THE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED
BY SEPARATE ENGINEERING, BY A LICENSED ENGINEER
OR REGISTERED ARCHITECT, IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE FIFTH EDITION (2014).
3. FIND
ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TAOLES FOR APPROPRIATE
PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY
SELECTED. SEAT )DINE
CONTINUOUS CAULKING
JTz ;;•°••°•••• •:
e;••°••°°•°°°•°
a o•i i 0.04 °• • ' e ^°•ii ••ie:i•oiiee si •i°
i°i^i•i• • ••i•i•i•e°s CROSSr-ALPANSECTION
ATmINICKLEPS ROOFPANEL
SPAN DETAIL: 0.024' OR
0.032' ALUM 4' MAX W1074 PER INTERLOCXI G PANEL TOP B 0O7TOMFACINGS_ (PER I' PER
MINSLOPEI CLEAR SPAN (L)
INSIDE TO INSIDE REFER TO ADDITIONAL
ENGINEERING SHEETS FOR LOADS, ROOF
CONNECTIONS, B SUPPORTING STRUCTURE DETAILS (BY
07HER5). TMIS SHEET CERTIFIES ALLOWABLE ROOF
SPANS ONLY. DEFLECTION NOTES: 1.
USE 1/
120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED ROOM. 2. USE
U180
FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON-0IASTERfO CEILING OVER AN ENCLOSED ROOM.
3. USE U240
FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN ENCLOSED ROOM, PER
FLORIDA BUILDING CODE FIFTH EDITION (2024) TABLE 1604J. 111 OTHER CONSIDERATIONS: 1.
FRONT OVERHANG
MAY BE UP TO 3'-0' WITH VALUES LISTED HEREIN. MAXIMUM UNSUPPORTED SIDE OVERHANG
IS 2S% OF LAST PANEL WIDTH (Le. 12' MAX FOR 49' OPTIONAL GUTTER OR
DRIP
CAP
36' MAX
O/
H AT FROM 6 25% OF LAST PANEL
WIDTH AT SIDES UP TO 12-
MAX OVH AT SIDES) MAXIMUM ALLOWABLE DESIGN
PRESSURES: j
AS NOTED IN
CLEAR SPAN TABLES DESIGN
NOTES: POSITIVE
AND NEGATIVE
DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL
BE DETERMINED BY OTHERS ON A JOB -SPECIFIC eAsis IN ACCORDANCE
WITH THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS
DETERMINED IN ACCORDANCE WITH ASCE 7.10 AND
CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTH EDITION 20111 SHALL BE
LESS THAN OR EQWI TO THE POSITIVE OR NEGATIVE ESI N PRESSURE
CAPACITY VALUES U57ED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL
NOTES: TABLE
VALUE DERIVATIONS:
P vROPERnFI I.
ANEL ST"
RAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos. HETI-
05-I99S, -05.1937. -0S-190, -051969, 05.1990, -05.
1991, -05.1992, -05-1993, -05.1994, -05-1995, 05-199Fi,-05-
1"7,-W2066, -06.2067, -06-2069,-W2069, W2070.-06.2071,-
W2072.-06-2073, 6 -W2074 BY HURRICANE ENGINEERING 6
TESTING, Inc 2. PANEL DEAD
LOADS HAVE BEEN FACTORED INTO CAI 0 LATONS FOR GRAVITY LOADS
AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. BE ON
J
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oz 1-
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Y
8
NCIO n
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JOpO o WUvu
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14-
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a
Ell ALUMINUM SCREEN DESIGN
inm A: " Aluminum 3 Conslruclron Engineering
Plan Types:
Q Screen Room
Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
Car Port
Patio Cover
Other:
Reference: Robinson New(V Revisions Date: 1/20/17
Project Address: 246 Maybeck Ct
City: Sanford
Contractor Name: Aluminum Magic LLC
Address: 766 Big Tree Dr. Unit 106
City: Longwood
Zip Code3275O
Phone/Fax: 407-732-7645
Email: aluminummagic@outlook.com
Choose One: Mail Pick UpD Fed Ex*F- 4 No of Copies
For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #)
Payment: Check 2 Credit Card *F
For Credit Card option go to www.aluminLimscreendesicin.com to pay by credit card)
Engineering prepared by:
00 ASD
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
4401 Vineland Road — Suite A6, Orlando, Fi. 32811
Office:407-734-1470 Cell:407-721-2292
Project Manager: Paul Thomas 386-479-9SO4 Fax: 888-923-8181
Email: aluminumscreendesign@yahoo.com
Website: www.aluminumscreendesiizn.com CA#30930
RECEIi/
E
FEB 8 2017
I
A_ LUM_ 1NUM SCREEN DESIGNASDAI'-;-m':n%)m t. Consiouctlon Engineering
Ultimate Wind Speed (mph): 130 Exposed Category: C Risk Category:
Screen Room:
Insulated Pan Roof
Fascia Wall: Block Conventional
Uprights x 5 Top Plate 2 x 3 Kick Plate
Pool Screen/Cage:
Dome Gable Mansard
Gutter[—] Wall: Block Conventional
Beams x Uprights _x Purlin x
Car Port:
Insulated Pan
Fascia Wall: Block Conventional
Beams x Post x
Patio Cover:
Insulated Pan
Fascia Wall: Block Conventional
Beams x Post x
Concrete:
Existing New: 4" Slab Pier Ribbon Footer x Pavers
Other:
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction
between the plans and the general notes and design standard.
Engineer. Michael Thompson, MSC, P.E. (PE847509)
4401 Vineland Road Suite A6, Orlando, FL 32811
CAA30930}Ph 407-734-14701 Fax 407.734-1790.
ALUMINUM SCREENASDAluminumSConsliucllon
DESIGN
Englnoeiing
General Notes & Desi2n 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.
Desien Codes:
Florida Building Code 2014 (5" Edition)
Aluminum Design Manual 2010
ASCE 7-10
Desien Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psq
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 requireinents:
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 I 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 I foot of any
member, not occurring simultaneously with wind load.
Desien 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 construct 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
Coeff. Of friction between footing and soil = 0.5
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
ALUMINUM SCREEN DESIGNSDAluminumaConstiucllooEnglnoeiingStructural
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" 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 methacrylate lacquer. Screws:
Aluminum
self -tapping screws shall conform to ASME B 18.6.4 specification. Self —
tapping screws shall meet the requirements of ADM J.5 Maximum
fastener spacing shall not exceed (3+201) 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. 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'-0" 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'-0" 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'h" Reinforcine
Steel: Conform
to ACI 318 and 315, Latest edition All
reinforcement steel shall be ASTM A615 Grade 60. Smooth
dowels & ties shall be ASTM A 185 Welded
Wire Fabric shall be ASTM A185 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. Hole
Alienment: 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. Michael
Thompson, P.E. #47509/CA#30930 4401
Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.
aluminumscreendesign.com
DAluminumALUMINUM SCREEN DESIGN.A5 S (.onstiucllon Englnooilnq n
Beams & W)riehts:
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
Spacing Column -Size Max Column -Height Pan Roof Span
Insulated Roof
Span
2 X 3 V-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'-0"
2 x 5 10'-0" 2 x 5 9'-0"
2 X 6 12'-0" 2 X 6 10'-0"
Knee Bracine•
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 P-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.
Edee Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
7D f/v S G 1G`
r
B'
w
In the event of a conflict in member aim shown onthepansandthegeneralantes, ym=*aftmustu61¢e the "nre stringprt member site requ*nefft
Iz •s z. 3
7 Z %' Zy6 p AYBEc, cT
z 3 7,,3 S-It'VAO4-0
IV u $f l O-1
FASCIA IS 3" C CHANNEL IS ATTCHED TO STRUCTURE WITHBLOCKALUMINUMSCREENDESIGNYINSULLADTEDROOFWITH #10
ATTACHED6T0 6" FROM ENDS 24" CA& TO 3" INSULATEDROOF WITH (6)) # 10/1" PER SIDEp
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
ROOF IS ATTACHED TO FRONT WALL
WITH (4) 910 4" PER PANEL
2X2 POST .046 OR GREATER
2 HINGE
2X3 FRONT WALL TOP PLATE,
HINGE LOCATIONS
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
KICK PLATE IS ATTACHED TO STRUCTURE
WITH 910 1" 6" FROM ENDS 18" O.C.
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) 910 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) 910 1" PER CLIP
I X2 IS ATTACHED TO FRONT WALL
WITH #10 2" 6" FROM ENDS 24" O.C.
CHAIR RAIL IS ATTACHED TO UPRIGHTS
WITH EITHER:
BLIND SCREWED WITH (3) #10 3",
CAPRI CLIPPED WITH (4) #10 1" PER CLIP
BLIND CLIPPED WITH (4) # 10 1" PER CLIP
UPRIGHTS ARE ATTACHED WITH:
BLIND SCREWED WITH (3) #10 2",
CAPRI CLIPPED WITH (4) 910 1" PER CLIP
BLIND CLIPPED WITH (4) 910 1" PER CLIP
INSULATED ROOF IS ATTACHED TO
LLUNUNUM STRUCTURE WITH #10 4"
FROM ENDS 24" O.C.
2X3 SIDE WALL TOP PLATE
IX3 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4" X 1/4" TAPCONS 6" FROM
ENDS 24" O.C.
WALL UPRIGHTS
2X3 CHAIR RAIL
1X3 IS ATTACHED TO CONCRETE
WITH 2-1/4" X 1/4" TAPCONS
5" X 1/4" IF THRU PAVERS)
6" FROM ENDS 24" O.C.
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALi;m IINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
SUITE A6@pYAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-747-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND , FT, 32811
130 MPH (FOR 3 SECND GTS) NOMINAL SPEED 101.4 MPH UP TO A 15FF ROF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, IUSK CA
FAX: 407-734-1790
SPEEDS OF
CONTRACTOR SHALOL FIIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATOERIAL PURCHASE, FABRICATION AND CONSTRUCTION
TEGORY I. # 47509
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS -tVC#30930
S
REQUIRED INSPECTION SEQUENCE
BP# %I - 3q 2 Address: Z 4(. (- ' S cx-
BUILDING PERMIT
Min Max Inspection Descri Lion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building Other
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Max Inspection Descriptionin77PlumbingUnderground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Inspection Descri onMinMax,
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014