180 Bristol Forest Trl - BR17-002901 - SCREEN ROOMw W gU,
kH
A lication
ction Value: $ /aU
Job Address: 16 V y),Slb) 6a w I A Historic District: Yes No
Parcel ID: I CJ • 30. S 0 oZ - 0 000 - J 1 Residential Commercial
Type of Work: Newo Addition Alteration Repair Demo Change of Use Move
Description of Work:
On M-w--ClerAC-1
V Plan Review Contact Person: '% Title:
PhoneW 2 Fax• L 2 Email: lI ') t i i '') a -1)YVYVI (A'V 2 (,(5 L GtN'1/ acm
Property Owner Information
Name /L Phone: (3 Z 1) a 8 3 3 G
Street: J$() 312 ML, TO 9-C-1-T- That 1e Resident of property?
City, State Zip: 302.E-q j
Contractor Information
NameyS- A(-0A-l"fu Phone: 34• 31z3 Street:
Z Z l 1 QU- W A SIB. j,y G. E rN i Fax: / ) 44
City,
State Zip: 0 PA-&N p0 i Ft- 3 Z $ S State License No.: 1 I ILL1 y
Architect/
Engineer Information Name:
I Phone: Street: (
au a, Fax: City,
St, ZipC',JJ(A,6Ak lV b E-mail: fU Bonding
Company: \ Mortgage Lender: Address:
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.
Documented
CITY
OF.SANFORD ING &
FIRE PREVENTION PERMIT
APPLICATION JgD1
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers; heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Pennit Application
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 aplan 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 Oxvn AegenDate
Print Owner/Agent's Name
Owner/Alg At is
Produced ID
LUX U1
KATIE M QUEEN
MY COMMISSION # FF218482
EMPIRES April 08. 2019
FlcaidaNuta , Sw.¢c .,om
Personally Known to Me or
Type of ID
Z/ J
Print Contractor/Age t' Name
Signature ofCo e of FloriATIE M QUEEN
MY COMMISSION # FF218482
EXPIRES April 08. 2019
E'l PloWallo:a LOW
onr/AgentisPersonally Known to Me or ID
Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[:] Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads 41
APPROVALS:
ZONING: UTILITIES: ENGINEERING:
FIRE: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
to. 18'(7 COMMENTS:
Ok
to install new screen room 20' x 13' (260 Square Feet) over new concrete slab as shown on plan.,
Meets area and dimension regulations for approved PD. - Revised:
June 30, 2015 Permit Application
Property Record Card
Onk! JWMW, CFA Parcel: 22-19-30-502-0000-0480
Owner: SHAVER BRANDON C & SHAVER CRAIG R
Property Address: 180 BRISTOL FOREST TRL SANFORD, FL 32771
Parcel Information Value Summary
Parcel 22-19-30-502-0000-0480
Owner SHAVER BRANDON C & SHAVER CRAIG R
Property Address j 180 BRISTOL FOREST TRL SANFORD, FL 32771
Mailing j 5931 SW 20TH ST PLANTATION, FL 33317-5223
Subdivision Name PRESERVE AT LAKE MONROE
Tax District S3-SANFORD-WATERFRONT REDVDST
DOR Use Code J-61-SINGLE FAMILY
Exemptions
2017 Working 2016 Certified
Values i Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value $195,219 i $186,696
Depreciated EXIFT Value
Land Value (Market) $34,000 34,000
Land Value Ag
Just/Market Value $229,219 220,696
Portability Adj
Save Our Homes Adj $0 0
Amendment 1 Adj $0 8,140
P&G Adj $0 o
Assessed Value $229,219 Ll,556
Tax Amount without SOH: $4,322.00
2016 Tax Bill Amount $4,322.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
I Assessment Value j Exempt Values I Taxable Value
229,219 $0 $229,219
229,219 $0 $229,219
229,219 $0 $229,219
229,219 $0 $229,219
229,219 $0 $229,219
Sales
FDescription Date -- Page ----TlAmount BookPaQualifiedi :fiiedVacllmpWARRANTY DEED
11/1/2003 05120 1122 $221,700 Yes Improved I Find
Comparable Sales Land Method
Frontage
Depth j Units Units Price Land Value LOT 1 $
34,000.00 i $34,000 Building Information
Is Bed/
Bath count incorrect? Click Here. Year Built ",.."
Effe, Fxt. #
711 Description "'ve Fixt Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repi Value Appendages Actual/Effective12003
SINGLE 134 i 3.
0
1,532 4,081 3,479: CB/STUCCO $195,219 $205,494 FAMILY FINISH
Description_Area
ea 1 _ OPEN PORCH
143.
00 FINISHED
U.S. Aluminum Services Corp. SALES CONTRACT
2211 West Washington St. Orlando, FL 32805 - 407.237.3128 Fax: 407.237.3129 State Certified Contractor CBC1260190
Boca Ralon, FL.3349e Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605 WWW.US-ALUMINUM.COM
Phone'56L88 92.1644 Phone: Phone.352.366.4699 Phone: 813600.5327 n
a
fT 4pty Email: Customer:
Home M Address:
do ol- Work Mobile #:
Subdivision:
Gate Code: Fax #: Screen
rrrbwre fylnsulared-Ii 4q'. 6- P
f n ram lctosure FanguTTY,„L,, Green
Room Pan Root Sun
Room Skylights cry—m Carport/
Patio Covei, shingles Col"____ Porch/
Lanai - 3 tab Architectural- Rescreen/
Repair - PergoWlattice ShadeFence
41@01
Dome
Style Mansard Style I6
24' 36' Vinyl Board
Smoom _ •a n AVIc Insulated
KP - 2' 3"Threshold
ers
Pet
Door ury_,,,_., SIR LOW-E INS SM
MD LG XL Gable.
Style Sh e t
t A -
Frame tj Studio Existing
Deck crate ers Tear
Down Sgft Type: Grass
Removal Sgft . I
Special Instructions ' I ffil
N ' a '
HOA
Exists- (EYES Responsible
for App 5 Alum Homeowner
is required submi HOA approval/
denial lene to US 1 ¢hum prior
to scan of woi : i;Q ia1 Estimated
Co1hpletion Date: :_ I t7d
4- Concrete Slab 5Rh , 50 Thick Pavers Concrete
OverlaySlabSqhThin Pavers 5gft Footer
Brae' a trL n:_ TnuarmneRte Sqh_ Acrylic
Finish Cdw Color 2-
Deco Drain Lnh,„,-,,,_„ Sue 3'
x4' Door Pad cry F.. Pattern„„a Stucco
Kneewalf Coping Loh Other
COW- --._.- .. Up
Oronze of] 8x 14 h ingleDoor& «48- oy _- R<Gurter ' Ln(t ' ' " White
20x2O Double D.on, _._... SuperGuner 5*or 7' Lnh Sun
Screen PCA Door oty Seamless Gutter 6'a 7' Lnft Pet
Screen FL
Glass Gustom
Door thy,_ fcey
lock Tasman check
one: PiTo
WaR Attachment Super
Screen Fu8 View Other
Sliding Glass - Garage
Door4 track sae,.,,,, To Soft Attachment Height
Torn bottom of door. Std.
39-314- Pool55" O.
H. Size _ Angle
Fascia Payment (
s tlue in 1 II at thetime of completion'.Pon passing the building departments final inspection. A financecharge of1 112%.per month shallbeapplied to allaccounts not paid
in fullwithin 1 days ofdue date. All mo I wilt remain Me properly of US Aluminum Services until payment is received in full. Right of Access and Removal is granted to US Aluminum Services
in the ever or nonpayment p terms of thiscontract. The customer agrees to pay all interest and any costs incurred in the collection of this debt Inchiding reasonable attorney fees.
If the customer r US Aluminum Services tobeginwork orcomplete work already begun, a to accept malenalscontractedforcustomer agrees topayliquidated damages of
sum equal to 33 113% of entirecontract price plus cost of materials and labor already furnished or inprogress. I
acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to Its terms. Beyer
Seiler - US Aluminum Services, Corp. Total
Investment wo"01 Print
Name) (Subject to approvalby Seller) Deposit Z60! Dale
J 4- Date Concrete/Pavers Gv
C,
O,D (Before lnsiatl) 240, Owner/Buyer Representative Upon
Completlon of
Installation 1 tJ Q! Owner/
Buyer Approved By: Permit
Fee ACCORDING
TO FLORtDA•S CONSTRUCTION LIEN LAW (SECTIONS 713.001.713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS
ANDARE NOT PAID IN FULL HAVE A RIGHTTO ENFORCE THEIR CLAM FOR PAYMF-NTAGAINSTYOUR PROPERTY IF YOUR CONTRACTOR OR A SUBCONTRACTORFAILS
TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHOAREOWED MONEY MAY LOOKTO YOUR PROPERTY FOR PAYMENT,
EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAYALSO HAVE A LIENON
YOURPROPERTY. THIS MEANS IF ALIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FORLABOR, MATERIALS, OR OTHER SERVICES THAT
YOUR CONTRACTOR ORA SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACTTHAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REOUIRED,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 RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 2007-
2014 US Aluminum Services, Corp. All Rights Reserved
Permit Number:
Folio/Parcel Identification Number: .')D SG,. Lo
Prepared by: o S -- A.,O M N U M
Z? ll (0 - Vi ,
3Z dJ
Return to: US Aluminum services Corp
2211 West Washington St.
Orlando. FL 32805
1111111111111 1 1 liifl Il i 11111 gill 1111
GRANT MALtOYY SEMINOLE COUNTY
04,C) CLHE v IT CIRCUIT COURT & COMPTROLLER
PK 8997 Ps 1992 (1Pss)
CLERK'S AT 2017098485
RECORDED 10/02/2017 2:'21 FE PM
RECORDING FEES $10.00
RECORDED BY hdevore
NOTICE OF COMMENCEMENT
State of Florida, County of Orange
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.
1. Description of property (legal description of the property, and street address if available)
CC
2. General descrlptlon of improvement
3. Owner. information or Lessee Information if the Lessee contracted for the improvement
Name - L' I-Ick U (`
Address IPO Tizr1-i
Interest In Property
Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address
4. Contractor
Name US Aluminum Services Corp Telephone Number 407-237-3128
Address 2211 W. Washington St. Orlando FL 32805
5. Surety (if applicable, a copy of the payment bond Is attached)
Name Telephone NumberAlAddressAmountofBond $
6. Lender
Name Telephone Number
Address
7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedby §713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor'sNoticeasprovidedin §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
9. Expiration date of notice of commencement (the expiration date may not be before the completion of
construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferentdateisspecified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that thefactsstatedinitaretruetothebestofmyknowledgeandbelief.
i x
l
Signature of Own r Lesse r Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office -
The foregoing instrument was acknowledged before me this 1
day of` by - i7vLit'l ,1!(U _ ` F C'
month/year name of person z c
as for
ype of athor ty, e.g., officer, trustee, attorney in fact Name of party on behalf of whom instrument was executed
Signature Public — State of Florida
Personally Known OR Pr duced ID c../ MY COMMISSION +x FF218182
Type of ID Produced w;;.• EXPIRES April 08. 2019
JJ/ 3fiE wL.3
e of Notary Public
POWER OF ATTORNEY
Date:
I hereby name and appoint
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to the 'Z -o YCA
Building Department for a permit
For work to be performed at a location described as:
Section . Township Range Lot Block
Subdivision
Owner of Property and Address)
And to sign my name and do all things necessary to this appointment.
Thiago Davila / CBC1260190
Type or Print Name of Registered or Certified Contractor and Contractor's License Number)
Signature of Registered or Certified Contractor)
The foregoing instrument was acknowledged before me this % K day of -1— of 20)
By Thiago Davila who is personally known to me / who produced N/A as identification and
Who did not take oath.
Stateof Florida County
of Orange 4y6/&
zeu,z Notary
Public, Orange County, Florida a
KATIE M QUEEN c
MY
COMMISSION # FF218482 EXPIRES
Apn108. 2019
PLAT OF SURVEY
AT LAKE MCNIRW- LL), 4.R, PRESERtiL
AS RECORL-;tO IN PLAI C-2, !:AGES 12-16 7HE Pun-.HC RECORUNS D*-' 1,HMNh3LE 'M!::-j7*)', FLORIDA Z`-,
0 -7: 7 -2_qo
T'HE r$rt4ED PLC r1-'YA.%fl Or T'-',!SBTRVCi,RE L-IIE415 V-1 EXCEED5- 7HE
11iE REQUIREVIN 1-3 SrT FCATH lh' 1,,E
r, i -y V 5 A .11 r UP D C L. C E -CH Ap 7 --,R C, , 5 'z C. (I -
lOk to install new screen room 20' x 13' (260
Suare Feet) over new concrete slab asIMTO'irl TO TQ:1 UHL q'r,
yCAQS;V1* WV shown on plan. Meets area and dimension
03
CW4VICE MU
Cf&JWKL regulations for approved PD.
4-t- Ij
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icki Depamentd BCIS Home Log In User Registntbn Hot Topics Submit Surcharge Stets a Facts Publications FBC Starr BCIS Site Map Links Search
Busines 'ff Y. Product ApprovalProfessihalUSER: Public User
Regulation
Prod nmval Menu > prods ar t}oolieation c;L= > Application List > Application betas
FL # FL15491-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Structall Building Systems, Inc.
350 Burbank Rd.
Oldsmar, FL 34677
613) 855-2627
kmatuza@structail.com
Frank Bennardo
frank@engexp,com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida Ucense PE-0046549
Quality Assurance Entity RADCO, INC.
Quality Assurance Contract Expiration Date 05/01/2016
Validated By Keith E. Lorinos, PE
t Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard Year
ASTM E72 1998
ASTM E72 2005
ASTM E84 1991
Florida Ucensed Professional Engineer or Architect
FL15491 FU Eauly Eaulv.odf
Product Approval Method Method 1 Option D
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL # Model, Number or Name Description
15491.1 Snap-N-lock Panel EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum
or Steel Skins
Um its of use Installation Instructions
Approved for use in HVHZ: Yes FLIS491 R3 II Dwo.odf
Approved for use outside HVHZ: Yes Verified By: Frank L Sennardo, P.E. PE-0046549
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Drawing No. 15-2409a for Panel Umitations & FLIS491 R3 AE Eval.odf
Spans Created by Independent Third Party: Yes
back Ne et
Contact Us :; 19a0 North Monroe Street. Tallahasa_ee FL.72799 Phil": 850-487,1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pubhe-records request, do not send electronic
mall to this entity. Instead, contact the office try phone or by traditional mail. 1f you have any questions, please contact 650.487.1395. *Pursuant to Section
4SS.27S(7), 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. The emalis provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish to supply a
personal address, please provWe the Department with an email address which an be made available to the public. To determine if you arc a licensee under Chapter
455, F.5„, please dick b=.
Product Approval Accepts:
crca t tAr i
STRUCTALL BUILDING SYSTEMS
EPS FOAM CORE ROOF PANELS — METAL SKIN
J
DESIGN NOTES:
POSTIVE AND NEGATIVE DESIGN PRESSURES
CALCULATED FOR USE WITH THIS SYSTEM
HAVE BUN CALCULATED IN ACCORDAME
WITH ASCE 7 10 AHD THE FLORIDA WItD:NG
CODE USING ALLOW ABLE STRESS DES:GH
METHODOLOGY WITH THE CRITERIA
OUTLINED HEREIN,
MAXIMUM ALLOWABLE
DESIGN PRESSURES:
AS NOTED IN CLEAR
SPAN TA13LES
0.024' ALUM 10,024' ALUM I_M.C1OEM STRUCTURE L/TADS ..
0.030' AL.UI-V 0.030' ALUM i, CALCUUTJ0/15 BASED Dn ASCE 7-+D, VUR- 136 MRI • !BO "M1,
2696 STEEL ( 2694 STEEL STRUCTURE COMPONENTS R CLADDING, RISK CATIODAY-11, K0.OAS, Nit-1.0, KZ -TABLE, 30.7-1ENCLOSEDtxtR-4/•0-18, f1'NEAN ROOF NEtGHE, -
M4X2yVM 36' MAX OVEJU WIG SCREENED ENCLOSURE TOADS:
SEE aE4N2. Sl•,w
AT FRONT, 25%OF
LAST PANEL IN WIND LOADS ARE TAKE J AS THE MAXIMUM BETWEEN Asa 7.10 ENCLOSED STRUCTURE COMPONENTS
OfUEFJ ALONG SL.'IT," i CLADDING (AS DESCRIBED ABOVE) MID THE GOVERNING LOADS AS MLVSTRATED IN FOC TABLE 2002 4
2
FOR VERTICAL WADS ON SOLD ROOFS. UPTO is, MEAN ROOF HEIGHT, MAX- 110 MPH - LBO MPH.
gpfFly
OVERHANG' • QLE—HRRUK-FURE Wes:
3. CALCULATIONS BASED ASCE 7.10, RODE OVEROPth STRUCIURECONPONEfOSSCLADOING,
OBSTRUCTED WIND FLOW, RISK CATEGORY.II, RQ.OBS, KO.1.0, K1.0.85, 15' MEAN ROOF HEIGHT.
130 MPH- 180 MPH. VwN.'
LOADLOAD COH V7TU2ED IN TN15 MASTER FIAJ+ SHEET HAVE BEEN DERIVED FROM THE
AISDWAELE STRESS OFSD.4 LOAD CDM6INATIOkS ILLUSTRATED IN Asa 7,10STRESSa
4, h4X ALL WIND SPEEDS LISTED MERE ARE V ft MIND STEEPS. VAIC WIND SPEWS MAY BE CALCULATED WITH
IVU07N pEqSCOPE
INC FOLLOWING CONVERSION' VA-.Vud I YVA
Pfa OUN I KING ll.. 20 NSF AS DE7FINW INCONSIDERSECTION EW. SEOPE. ROOF EIYE LOADS USED INut.CUEAT1pN5 CONSIDERp
C°OEJ EC _ OPTIONAL
CONNECT11 AT GUTTER OR GENERAL NOTES:
HOST STRUCTURE ORIP CAP
I. THIS SPE&;0.TiOH+LlS BEEN DESIGNED AND SMALL BE FABRICATED ENACCORDANCE WITH THE
PER SEPARATE PANEL REQUIREMENTS OF THE FLORIDA OUILDING CODE FDA USE WHHIN AND OUTSIDE THE HVHZ. COMPOSITE
ENGINEERING DEPTHROOAf PANEL$ $IRLLLCOMPLY V1i111 p1AITER ! SECi1DN 520, ChAFnA B SECFIOII W3, CLASS A INTEAiOR
CONNECTION AND I,
HOST STRUCTURE J ,
PER SEPARATE
ENGINEERING
SUPPORTING STRUCTURE PER
SEPARATE ENGINEERING
CLEAR SPAN ISOMETRIC
i N.T.S. ISOMETRIC
SEAL ALL )DIMS
WITH CONTINUOUS 0.024- ALUMINUM,
CAULKING 0,030' ALUMINUM
lle DENsrn EPS OR - STEEL
CDaEInAn szlNs
9IR9 6-Aw-n 7+ATDMCALPANELIFFTERLDC7C
PANEL INTERLOCK
z DETAIL
1 DETAIL
IN ALLD WABLE STRESS HAS BE H USED IN THE DESiGH OF THIS SYSTEM
NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A
OTH HERE SMALLNOT O PERMITTED. CONTACT THIS ENGINEERFOR ALTERNATE SPAII
STSTEH DETAILEF MEREJN IS GENERIC AND DOES NOT PRMt3f 1NfDRMATiDN FOR A SPECIFIC SITE
CDXUITJO"S DifFERENT FROM THE CONDITIONS DETAILED NFRE1N ALICEN5F0 ORREGISTEREDARCHHECTSMALLPREPARESITESPECIFICDOCUMENT5FORt75EINJON
WITH THIS DDpOHHT. AHEL
PERFORMANCE CNARACIfRESTiCS FOR SELF IGNITION. FLAME SPREAD AND SMOKE AVEBEENQUALIHEDTHROUGHA"UCA ALE ASIM TEST STANDARDS. SEE EVALUATION REPORT ALUMINUM
FACINGS Al1NG
Y/IIH MD1U0 M640 St - AUHI - 16T RI1NM AMD IUAS LTIMFANYJ, rA6RIEATlOI! SHALL W 114 ACCORDANCE
W I IHAPPROVED FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS. 11.
THE COIHRACTOR 15 RESPOISIBLE 70 INSULATE ALL MEMBERS FRO+ DISSIMILAR MATERIALS TO PREVENT
EIECTRoLT5t5. 12.
ENGINEER SELL AFFIXED MERE TO VALIDATES SNIUCR L OESTGN AS SHOWN CNLY. USE OFTHTS SPECIFICATION
BY CONTRACTOR, d. At. INDEMNIFIES B SAVES HAAMLFSS7MIS ENGINEER FOR ALL COST B
DANA-ES INCLUDING LEGAL FIFES 6 APPELIATE FEES RfUATIFl0 FROM MATERIAL FABRICATION, SYSTEM
ERECTTOI, 8 CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BT LOCAL, STATE, e
FEDERAL ODOES 6 FROM DEVIATIONS OF THIS PLAN, 11.
EDIT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFflI MATiONS ARE IMTENDEO.
14.
ALIERA71ONS, ADDITIONS. OR OTHER FIARKINGS TO TABS DOCUMENT ARE fKR PERMITTED AND INVALIDATETHISCERTIFICATION. TABLE
VALUE DERIVATIONS: PANEL
PAQIERIIIES9 I,
PANEL STRUCTURAL PROPERTIES OERWO FRO" CERINIEDTES7 REPORTS 11O TT,SDDD278,. wfilLi C, 60S02l% SOWLIA, SO4014B SY TERRAPINTESTIBIQ ESP0123SIP-1, ESPoI27SLP-2, ESTgt275YP2, ESP0123SIP-
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2351 F-8, ESP0123510,10, ESP0123S LP -PA BY EIFkW PIATERIALS TECMNDIOGY, 2.
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CONTRACTOR: US ALUMINUM
DESIGN CRITERIA: NEW SCREEN ROOM RECORD COPY
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS: p
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. -ASTM C 33
Hi. AIR ENTRAINING +/- 1% -ASTM C 260 0
iv. WATER REDUCING AGENT -ASTM C 494 mv. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS -ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC -ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BEAN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050".
11, WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS
SCALE: NTS
X
to C q
A A
0"
1x2 (TYP)
Lo
N c
d W
8g
aoo aw 1
Z N ih
M 2
x 2 DJ (TYP) CD
L0
1
x2 (TYP) 16"
T-
6" HOST
STRUCTURE OR FOURTH
WALL FRAME SCREENROOM
OVER
NEW CONCRETE
SLAB Host
Structu. Exist.
SFR I.'.'
I
1'.'.'.'.'.'.'.'.'.'.'.'
New 3"x0.032 $ '• • •'• ('•'• I
Insulated Roof L........... •.'.'.'.'
I'.'. 20'-
011 1
ROOF
New
3"x0.032 Insulated
Roof 2x3 (
TYP) X
WWW W 2x2 (
TYP) 1
xz ( i Y v) ,a ,,,,,,,,,,,,,,,, ,, — I
5'-0" 1 5'-0" 1 5'-0" 1 5'-0" 20'-
0" FRONT
1,-
0•, i
o
1.
2 (TYP) i A
E E dm'
zc2 W o6Q
M
2x3 (TYP) M W
to
4
ix2(TYP) 16'—
H 7'-
6" REVIEWED
POR CODE COMPLIANCE PLANS
EXAMINER DATE
SANFORD
BUILDING DIVISION A
PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHOSETASIDEANYOFTHEPROVESONSOFHETECVIOLAT. CANCEL, ALTEROHN CALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THEBUILDINGOFFICIALTHEREAFTERREQUIRINGACORRECTIONOFOERRORSNPLANS, CONSTRUCTIONORVIOLATIONSOFTHISCODEv\
LDING # 1 7- 2 9 0 1 SAN
F O RD Project
Information: Style:
Studio FpgR
t
Color: Bronze Screen:
18114 Screen
Door: 1 Door 0
Nco
N_
3" Received Channel Header With (1) #10 x
3/4" Tek Screws @ 8" O.C. Top And Bottom
ALUM. ROOF ••
10 x 3/4" Tek Screws
@ 8" O.C.
1/4 x 2-%:' Tapcons
@ 16" O.C.
ALUM. ROOF TO WALL
Alum. Roof
2" x 2" Angle Clip w/
2) #10 x'/," TEK @
ea side
1/4" x 2-'/:' Tapcons 6" From
Uprights and 24" O.C.
FOUNDATION
2) #10 x 3" SMS into
screen bosses
2) x 2" SMS into
screen bosses
I
1/4" x 2/'/:' Tapcons @
F,
24" O.C.
TYPICAL UPRIGHT DETAIL
5) #14 x 5" STS
w/ 1-'/2' neopreme washer per panel
MAX. 12" O.C.)
ALUM. ROOF •,
s; ..........
Edge Beam
TYPICAL ROOF TO
BEAM DETAIL
T...•.•.•.•.•
Alum. Roof
10x2"SMS @6"
from the ends and @
24" O.C. \
FRONT WALL —0
10x%" Fasteners - 2" from
ends and every 12" O.C. (max)
TYPICAL ALUMINUM KICK
PLATE ATTACHMENT
2) #10 x 2" SMS into
screen bosses
x 2 '/," Tapcon 6"
From Uprights and
24" O.C.
FOUNDATION
TYPICAL SIDE DETAIL
x 2-%:'
Tapcons @ 24"
r O.C.
0
0
Q w f
t ,r
C
O 0 N
NA
i
U.
0)
m
HOST STRUCTURE OR FOURTH
WALL FRAME
SCREENROOM
FOUNDATION PLAN
Host Structure
Exist. SFR
Remove Existing
6'x6' Door Pad
f..........
I.'.'.'.'.'.'.'.'.'.'.
c
New 4" Concrete
Slab W /
Thickened Edge :•:-:-:•:•
20'-0"
4" Concrete Slab With 6"x6" Thickened Edge on
Compacted Earth Fill w/ Termite Treatment
Use 3,000 PSI FIBERMIX Concrete
co '
FIBERMIX MONOLYTHIC
FOUNDATION DETAIL
PROJECT INFORMATION
CONCRETE
4" Concrete 260 sf
2" Overlay
Footer
Acrylic Area Color
Texture
Paint Only Color
Door Pad
0 DECO DRAIN
LF
CONCRETE REMOVAL
Sq. Footage 136 sf
GRASS REMOVAL
Sq. Footage 224 sf
Q PAVERS
NOTES
0N
00N
RRIEQUM ED INSPECTION SEQUENCE
RiP# I-)-? 4?n I
BUILDING 1PERMIT
min Max, , Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
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
00 Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: $oc—
IELECT.RI CAL PER1YlIT
min Maxx I[ns ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i.NN.M'ieyKI '.+
Y,
7(ii14•+!Y""
J'W„Fu{3ciCk1
ii.,.:z.yj'1FCA'i+7! [Jib 1 (j+
CM•
t, '..L T7.SAtiA.{a 't `. i
1M[nIIIl Max Ins ection Descrn ti®n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
I IAN A,•
iI III u, .I \ III I i I 'P III Desgipflon
Mechanical Rough
Mechanical
vjI •r...Y Sl lx ls ,.....,._.Lu
l
III
7 i
3 1 .I \
r..:. •......... t u C-v,.' [ uo.. ia:.;µ, v.. L ' y 4:•.Cf::a'r'i 'il•;'rf' "r3 51+.'. :7z• fir'. „ r,;,:; , ,;,. s
L^•3:t.A'J.L:'L. `1.4
III IP i I I 1 III 1 i I IP I1' IIIInspection
GasUnderground-
IIII--
W • •
REVISED: June 2014