385 Red Rose Lane; 17-2988; CONCRETE SLABa 10
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ I Y—Ad "D
Job Address: ' $ S }2 1205 tV I SAN c- Historic District: Yes No D-
Parcel ID: q9-( (q . 30 . 5 TT -Wc 33-2-0 Residential e"'Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: SClr2°pyl C-er),76 (r C.
Plan Review Contact Person: Title:
Phone:U101 -31 30-e Fax: U(01 21A Email: I'd 1'1b2F 624—fA4/wC<w.Cim e
0-, 13-f Property
Owner Information Name '
A N 1L A.S I-cEZ,0R-q Phone: 13 . g g $Ga2 To Street:
3 QED t`2,0-Cr-, --ANC Resident of property? t
City,
State Zip: Contractor
Information Namey5 -
A(-,o WyI 1V iJ M Phone: Street: kk) -
W A'yi-A t N GTC1\1 ST . Fax: 001 - 931- 31 l City, State
Zip: O'P-1.P N Z? O I C, 32-8 OS State License No.: Architect/Engineer
Information Name: (1
1/1 ,C (!1f1S 1 I' r Vi (I 4: Street: NLapmo]
1 CtV l City, St,
Zip: 00Y1 ZLAi( D Bonding Company:
Address: Phone:
g
W t ri( 1:3-9 M Fax: 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. 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: 51'' Edition (2014) Florida Building Code Revised: June
30, 2015 Permit 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 1 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.
Mvw
sig Date
DUI
1?rint w w,r gents Nat
T LAI . LL ( 61(0
of
KATIE M QUEEN
MY COMMISSION # FF218482
EXPIRES April 08. 2019
L.»e.:3:-,E':'.13 iFMxidaN:);.Sw!.icvon- Personally
Known to Me or Type
of ID t/(
Signature-
or gent Date IV)
I o-Q10 UC10 l I) Print
Co tractor/Agent's Name Signature
of ql of FloriINATIE M QftEN MY
COMMISSION # FF218482 EXPIRES
April 08. 2019 f,
P f; •.3 FtnriU.NJu: ,Se:. rt.;: .ar Contract
gent is Personally Known to Me or uced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy User • Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
G9-/ 1/7 Revised:
June 30, 2015 Permit Application
AALProperty Record Card
rP !ll
Parcel: 21-19-30-5TT-0000-0320
R Owner: ARORA PANKAJ K & SUMAN SEEMA
i tv;rsrx%c; crxsvrv, It,(jitA1
Property Address: 385 RED ROSE LN SANFORD, FL 32771
Parcel Information
I— Parcel21-19-30-5TT-0000-0320
Owner ARORA PANKAJ K & SUMAN SEEMA
Property Address 385 RED ROSE LN SANFORD, FL 32771
Mailing 1385 RED ROSE LN SANFORD, FL 32771
Subdivision Name THORNBROOKE PHASE 1
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
59.40 59.39
532
y Jc
y
O
I
C i
t
p 73434.47 0
Sem ounty GIs
Legal Description
LOT 32
THORNBROOKEPHASEI
PB79PGS3TO7
Taxes
summary
2017 Working Certified
Values 12016Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 47,775 48,500
Land Value Ag
Just/Market Value 47,775 48,500
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Ad/ 0 650
P&G Adj 0 0
Assessed Value 47,775 47 850
Tax Amount without SOH: $964.00
2016 Tax Bill Amount $964.00 j
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
s NOT INCLUDE Non Ad Valorem Assessments !
i
Taxing Authority Assessment Value l Exempt Values Taxable Value1
County General Fund 47,775 0 47,775 ;
I- Schools 47,775 0 47,775
City Sanford 47,775 0 47,775
SJWM(Saint Johns Water Management) 47,775 0 47,775 ,
County Bonds 47,775 0 47,775 1
Description Date Book Page Amount Qualified Vac/Imp—
SPECIAL WARRANTY DEED 6/1/2017 08951 1938 $316,700 Yes Improved I
l Find Comparable Sales I
Land
Method Frontage Depth
v
Units Units Price
v
Land Value
y—
1 $45,500.00 $47,775 ,
Building Information
Permits
hPermit # Description Agency Amount CO Date Permit Date
03352 NEW SFR SANFORD $334,826 6/28/2017 12/15/2016
01814 NEW SFR. PAD PER PERMIT: 385 RED ROSE LN. SANFORD $336,744 7/13/2015 j
Extra Features
J.S. Aluminum Services Corp. SALES CONTRACT
2211 West WaeMnglorl St. CMando, FL 32805 - 407M7.3128 Fax: 407.237.3129 Stale Cel00ed Cmrorador CBC12W190
Boca noon, FL 33499 Palm Caas1, FL 32132 Cleaare, FL34711 lamps. FL 339o5
WWW.US-ALUMNAHNL OM
Phone 5618921044 Plxse'399.9984167 Phoro 3523894899 Plene-9139903327
E-mail: /Q/i'1'C G 1'1/S L
Customer: I•! k A' Home#:
Address: E O L Work #-
Mobile B: —7 K Lai
Subdivision: Gate Code: Fax k:
j'sut—Encinu a 17 rnwrared• 3' td
6' "16- 24- 3 6-- ,1.3., vi A -ConnneSlab soj. $.V Thkhvaven S¢[
Pool Enclosure Fan Been. Carxr sn+eeoiwaeavrrr/y Am* Concrete Overlay Stab so__„,,., [3thinPaverStill screen
Ron. Pan Root IntWmedKP-
2' 3'Gan
Fewer r.r r.tr Lnh_ 13 TravedkmTde SO- 0
Sun Room swgt ott--_. -. Grey 9aortta AmAcFrnhb Col.— Color Carport/
Patio Cover Sh Color nueshOt`
l Derr ou In tnh,- a - uorealSiidars
Porch/
Lanai Mchhectwal Pot Door orw LOW-E INS 3'x4• Door Pad ra li Pattern Resweewit"
pair PegoWUnIce Slade SM AID LG XL Stucco WteewM CopstPlrrft__,__ Fence
C.J. other Cdur L
t 111
1111
Aeseeaese.ae sU raer Existing
e Te&
rDom_Wt Type:_ Special
Instructions HOA
Exists- G YE V / m' Responsible
for App - HO (5 Alum Nameawnn
Ir reauhed to rnit WA — C C Dale:
12"
Oronm ( l8x 14 M4n9 Door & owAr on.A While
20x20 DouW D=0y Sun
Screen PCA Door sty.,.„,-,,,. Pet
screen CrttsomOoor oar— FL
Glass Hey Lock []Tasman Super
Screen FUN View Other _
51dingGLass- Garage
Door 4- tru k Strc Height
rombmsomorducw 51d39-
314- PUMSS- Please
check ones To
Wag Mtachmant T
EP
To Soffit ArechntwA OH.
S[se _.,..... r
arma
oa.!re:mr4aeiz l.Yi 1'r I
logos III
a
AIFASURFMFNTS
ABOVE ARE PRELIAiINMYKPRECISE hSEASURErdENTS TO BE CONPLETEI? 9TLAYOUt,l E01.. Payment
In Are In bA at the err d mipklloa d work or upon Passbt9 ee burldne Cepaa rowl's final inspection. A 9narm elalge of 1 12% per month 112148 be aPPled to 09 Mwilta nor pale
in fub widen se depot due dale All material was seam the property of US Altrrro n Services Until P4ymem is re/ei.ad In lift RrgM atAmee and Re ncival m prenlad io USAimi ant Scr
ices in the event of nonpayment per the termer of this carxrad The cusbner oprees to pay all ratneel and my costs irtomedin lone eWectril of his debt Including rentorlable e0erney leas
9 Ne orlaner return to allow US Akarntart Swjtc a ro began vwk at complete waek already begun, or to accept nationals eordretied Iv. customer agrees to pry liquidated dowarga d
a start equal to 33 113%or erdae canbaa price Pius cost 91 mntedab and tabor already hrtttlihed or in progress. I
acknowledge that 1 have read and understand this contract to include Items listed on the back of this contract and agree to Its terms. Buyer
Boller - US Aluminum Services, Corp. Prim
Noma (Sullied to ap/pmvn by fir) Date '
Z 'l Date u 27' nl Ownerlower
V Representative /7 2 Z OwnerlBuyer
Approved By: ACCORDING
TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713 001-713.37. FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERWSANDARENOTPAID
IN FULL HAVE ARIGHTTOENFORCETHM CLARA FOR PAYMENI AG11114ST YOURPROPERTY IF YOUR CONTRACTOR ORAStIBCONtAACTOR FAILS TO
PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE VhiO 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 ALIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILLTO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY TD PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT
IS MADE. YOUR CONTRACTOR IS REOUIRED TO PROVIDE YOU MATH 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 THATYOU CONSULT AN ATTORNEY. 0 2007.
2014 US Almnlnum services. Corp. All RWft Reserved
IIIIIII 11111111111111111111111111111111
Permit Number:
GIANT hALO'r s SE111NOLE COUHTT>' Folio/Parcel Identification Number: o21 . f q. 30. 5 T`r oupC. 03ZD CLERK OF CIRCU1T COURT & C:OVIPTROLLER Prepared
by: _1) S - At_-y t`N0 M BK 9003 Ps 1562 (1F'ss ) CLERK'
S 4 2017101734 i12U'
aN FC, 3z8vS RECORDED 10''1i1 '11-117 04.06.41 PH Return
to: US AluminumCorpservices Cor R.E.CORDING FEES $10.00 2211
West Washington St. REC:
ORDED E 1Orlando.
FL 32805 NOTICE
OF COMMENCEMENT State
of Florida, County of lea/,)1u-VZe, 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 perty (I gal description of the prope and street address if available) l/
6Vl'l _2Q 4N3- 2. General
description of improvement C,V ),
t't PfllrIOSLCV-e- 3. Owner
information or Lessee informationC if Lessee contracted for the improvement Ithe Name17AIQL_A3 F\P OR A Address ,5
t.C Ui L rJt I SAJv:F> IFI. , 74--q--1 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
Number Address Amount
of Bond $ 6. Lender
Name Telephone
Number Address 7.
Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by §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's Notice as
provided in §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 a different date
is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Q ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN C RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE c11 RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty
of perjury, I declare that 1 have read the foregoing notice of commencement and that th v. facts stated '
it are true to the best of my knowledge and belief.! "-:-• '. Signature of
Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/OfficS L— c7 The
foregoing
instrument was acknowledged before me this day of by month/ ear
name of person Y P as for
Ty of
uthority, e. ., officer, trustee, att ney in fact Name of party on behalf of whom instrument was execa ed' 0 =o a e
of Notary Putiti: z Signature ofNotaryPublic — State of Florida=19b 4M; ,PersonallyKnown
OR Pr uc ID + •' •FF218482 1L9f uu¢ aaaTypeofIDProduced (/%%. 2019 AGO'
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
Building Department fora (` b'1 US C-f 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)
C=
Signature of Registered or Certified Contractor)
The foregoing instrument was acknowledged before me this day of of 20
By Thiago Davila who is personally known to me / who produced N/A as identification and
Who did not take oath.
State of Florida
County pf Orange
KATIE M QUEEN
My COMMISSION # FF218482f`
00 EXPIRE6 AExd 08. 2019
Notary Public, Orange County, Florida — tnxi alloa .sib,,.
RIEQUM ED INSPECTION SEQUENCE
wpo i7 - 795q R Address: 38S %Let, /2os6 /..J
BUILDING PERMIT
min Max., Inns ection Descri don
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
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRI CA-,L PERMIT
min Max inns ection Deseru flon
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Finial
1y.WI .rretY.t x:•xavrr` YC"
s. s +
k, ` a,'1,y5 'Y:A.d. Y jLi• !' .'
mk Max I<ns eeti®n )<Descri flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
i. e
III spi , I IMP III Desemiption
MechanicalRough
ld,echanical Final
r;
S' Sl'a^1y 1,r`47.t,,`e.'71..w53........Jj''_W 2.w'....
i.
1 .I \
y/
Elj116.3 fP'%:Y ,r'/lam}i +'t '.:
III P i 1 I oIII D i I I I I1 III IIIGas
Underground REVISED:
June 2014
DKSCRIPMON A"Y F[JJM31-1.FJ): I ot 32, THORNBROOKE PHASE 1, as recorded in Plot Book 79, Poges J
iijni /, Public Recc)rds of Sc rninole Cxunty, Florida
Aji.)NL-)A,1,?Y ,URVEY TO: Pankaj Arora an S(('M(J SUMman; Inspired Title Services, LLC r
American Title Insurance Company; Taylor Morrison Horne FundinqI - I
TRACT K
RECREATION/OPEN SPACE)
N 89058'38" E
REC. R. 112 1. RE C. 112 " I. R.
NO 1. 1). 59.39 NO I.D. 1
0.3,
16.57' OFF
r;, 35U) 3. 5-41! 5'
0
Q
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TYPIrAL)l nil
to Nin sick y \W 5.00, 2
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scyew CAIt
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8tr '
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PROPOSEDGRADE0, N,01i: 3HOWN 5' CONC. V
I N'
I
1,,; 1 THIS G.'RADE IS LLEGIBLE Oft 1L ggto N
DRAINAGE:" PLANS. WALK
REC.
112" u? 01, ON —LC.
NAIL NO I.D. IN WALK -
07 N 89058'
38" T' 4 WEI.
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PAD WALt., "W"
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R 0 SE LAIVJs' 2, 50'
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TRACT I WILITY AND
A(7GE.SS IVW A INISHED
SP07
GRADE ELEVADON BUILDING SE70ACKS: ;00 ?(:0- V1 i2
0111,11IN)ACE PLANS FRONT = 25'O11(,. ......... . PROPOSI-70
DRAINAGE FLOW REAR - 15' 0A,M)
Of,/ SUPPLIED PLAN Oi*!Vk-.'WAY 1,01
6WADING PIPE A SIDE = 5.0' 'ANO/ch".1 W,1;IRU(::1'I()I111S PfR sim"w"w'K D f
F PER PLANS 25.4' SIDE CORNER = 10' (A.11-i'li(t of lir-U) VpI-,)tHL0) SOO' A,.SS0C,
INC. -- -z,AN-1) I-LUND
5400 E.
COLONIAL OR. ORLANDO, FL. 32807 (407)--277-3232 FAX (407).-t-5558. PLA1
11,01. K' Ili'LI)
TIP, TYPICAL POINT (INLPINOTES: W IRON PIPE
11, c: PDjNr LIT P"' 1. THE UNOERSIGNIX OOF-s la.-proyCERTIFY MAT THIS SURVLY MEETS TIM MINIMUM MCNNICAL STAMOAROS SEF toHIII Oy K IK(114MITI
Pc P0 NT rT COMPCIUND 1. THE FLOPIVA BWO OF PMESSIONAL LANO SURVUORS IN CHAPFER 'V-17 OF THE FLOPO4 ADMWISIRATIVE COOL. Art [rltil II I
r. MUNUMENT
IACD.
RADIAL r -0 FOR INFORMATIONAL
PDRPOS'ES 0PJ1,Y. IV 1,1 J,
R, 4t06 NIP, NUN -RADIAL, i. UNLESS rMBOSSM WITH s1jHvEyoR'r , AL. THIS SURVEY S NOT VAIM AND IS PR! RICOWRLD Wp, WITNESS PIIINT .
0 TO THI-." ,SURVEYOR VILHE MAY fli' WHO? RMMUrIONS POINT OF TIEGINHTNF CM.
C. CALCULATED J. 71-116 SURVEY
WAS PREPAREO FROU var wroRAt4voN rw?N)SHF ITW41 O GGHMUCEMMI VXX
PCRM.A!*-NT FIVERCUCK K)NVM.F.NT OR EASEMENTS "T AFFECT MIS PROPERTY. lI ri 4. NO
UNI)
FROROONO IMPROVEMENTS HAVE nEFN LOCATED UNLESS 0711FRW15'E SHOWN. Ib c MYLINE: r.
F,.
NI SHED FLOUR LLFVATIUM NAIL & DISK U,Sk,
UJILDING SUTDACK UNE F. THIS SURVEY IS PREPARED FOR THE sou, om.-Frr or HOSE CCRIVICO TO ANO SHOUIB NOT III.' RELM) UPON W AtlY 01710? F11M Ur c 6. bIMFNSION
SIOVIN FOR THE LOCATION or imiwwwrNis, w.,Rt-'ON SHOULD NOT [It- OSVO To PLra,4sinucr BOUNDARY LWI;, RIGHT V, WAY HKARKBIB: BASE BLARM 11EARING (
0.8.) 7.
BEARINGS. ,AE 3ASEOASSUMEDANDONTHELINESIIO$VN AS BASE tj NPAIt, DRAINIQ: 1-Ilt : o III.
I ry 8. ELEVATIONS, If SHOWN, ARE 11ASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1919, ONLESS OTHFYWISr. Nfflt7j). iy C[;" G CHAIN I -
INK I-CNCF. 9. CERTIF;;ATY OF AMHWJ7-A7ION No. 4596. w:; VIRIP VENCF UNCRE.
Tr BLIH:K
SCALE I— I" j!!NjT 0 (,.URVATUPF. - --- -----
P I. IN 5.TiL OTHER No, CEMIFIFO RY. PAVIUS PLOTPLAN04-
06-15 106-15 ART: LL1G111 t?FW5E0
PLOT' PLAN 10-31-16 '3617 It -02-2017 17 FORUPOAR0FOUNDATION02058 . THIRD IWA11IM; "Ll J?
F OO FOr'MDOARD FOUNDMION/EUVS. 02--08-17 570-17 fWALIELEVS. 06-19-17
21572 -7,11 711j.%, atif[t)[NIG/
PROPERTY DOES. NOT LIE WIM ME ESTAHOS10.0 100
YEAR F1.000 PLANE AS PER "FIRM' ENMEYER, L.S 01 4714 ZONE MAP I 12117C
0055 F . t, "', I'll"","OTT, 4 1
CONTRACTOR: US ALUMINUM
DESIGN CRITERIA:
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:
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. -ASTM C 33
iii. AIR ENTRAINING +/- 1%-ASTM C 260
iv. WATER REDUCING AGENT - ASTM C 494
v. 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
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NEW SCREEN ENCLOSURE
OVER NEW CONCRETE SLAB
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DOME ROOF
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12'-0"
THICKENED EDGE
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Covered Porch
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5" Super 2x2 TYP
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2x2 TYP
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2x2 TYP
4'-8" 4'-8" 4'-8"
New Concrete Slab /
Thickened Edge
14'-0"
ROOF
2x2 TYP
TYP L2x2
1x2 TYP 8" Kick Plate
4'-8" 4'-8" L 4'-8"
14'-0"
FRONT
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SANFORD
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2 TYP
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9'-0"
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
to- Iff /%
DATE
SANFORD BUILDING DIVISION
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 OF THE 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 THIS CODE
1 7 - 2 9 8 8
Project Information:
Style: Dome
Color: Bronze
Screen: 18/14
Screen Door: 2 Door
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BEAM
100 Host Structure
100
100
2" x 2" Receiver w/ #10 x W
Tek Screws @ Each Side — See Cha
F
ck,
Beam Size Knee Brace Length Knee Brace Size of Screws
2x4 2ftupto5ft 2x2Or2x3 4Or6
2x5 2ftupto5ft 2x2Or2x3 4Or6
2x6and up 2ftupto51t 2 x 3 6 2xg
2ftupto10ft 2x4 6 2x10
2ftupto10ft 2 x 4 and Above 6 KNEE
BRACE DETAIL FRONT
WALL) O (
1) #10 x 2" SMS to fascia d
board 12" (O.C) O
O
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T
SUPER GUTTER
Tio002"
x 2" Angle w/ (4) #10 x'/;' Tek
Screws each side BEAM
TO GUTTER/ KNEE
BRACE DETAIL Strap
I Super Gutter I Strap I Super Gutter I Strap w
2" x 4" Angle Strap behind and b/ w Co
w beams w/ (3) #10 x'/," Tek m Screws
to the gutter and (2) #10 x 2"
SMS to fascia board GUTTER
STRAP DETAIL 1"
x6"x1/ 8"
Flat Bar 2)
1/4 x 2 '/4" \ Tapcons
10
x 2" SMS @ 24 O.C. '11y- 1/
8" Puriins
to use screw bosses — O Cable at)#
10x2"SMS MinirnunnScnews
Each
Side Fasteners #
10 00 001
BEAM SMB,
H SCREWS 000 02x46
1 2x5 6
2x6 a
2 x'
7 12 ~ 2 xs
14 #10 x'/," TEK 2 x
9 16 2 x
10 18 ll Z) Chair
rails
to use screw bosses 4) #10
x 2" SMS 2" x
2" angle each side w/ (2) 10 x'/,"
Tek Screws and (1) 1/ 2" x
2" angle each side 4" x5"
Tapcon w/ (2) #
10 x'/+" Tek Screws and (
1) 1/4" x 2'"Tapcon
1 x
2 (O.B.) to have'/;' x 2'%"Tapcons
@ 24 O.C 00 00 i
Foundation 2"
x
2" angle each side w/ 2) #10
x %" Tek Screws and (1)
1/4" x 5" Tapcon 1 x
2 (O.B.) to have'/;' x 2'/, " Tapcons @
24 O.C. 10 x
2" SMS @ 24 O.C. O 0
00 UPRIGHT
2"
x 4" Flat Bar w/ k (4) #
10 x'/" TEK Foundation CABLE
DETAIL
1 x
2 (O.B.) V x
2-%" Tapcons\ @ 24"
O.C. 1Ui Chair
rails
to use screw bosses 4) #10
x 2" SMS 2" x
2" angle each side w/ (2) 10 x'/,"
Tek Screws and (1) 1/ 2" x
2" angle each side 4" x5"
Tapcon w/ (2) #
10 x'/+" Tek Screws and (
1) 1/4" x 2'"Tapcon
1 x
2 (O.B.) to have'/;' x 2'%"Tapcons
@ 24 O.C 00 00 i
Foundation 2"
x
2" angle each side w/ 2) #10
x %" Tek Screws and (1)
1/4" x 5" Tapcon 1 x
2 (O.B.) to have'/;' x 2'/, " Tapcons @
24 O.C. 10 x
2" SMS @ 24 O.C. O 0
00 UPRIGHT
2"
x 4" Flat Bar w/ k (4) #
10 x'/" TEK Foundation CABLE
DETAIL
1 x
2 (O.B.) V x
2-%" Tapcons\ @ 24"
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BEAM/
UPRIGHT
DETAIL SIDE WALL/ PURLIN DETAIL SIDE WALL DETAIL
Host Structure/
Exist SFR
4" Concrete Slab With 6"x6" Thickened Edge on
Compacted Earth Fill w/ Termite Treatment
Use 3,000 PSI FIBERMIX Concrete
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FIBERMIX MONOLYTHIC
FOUNDATION DETAIL
Existing a YCoveredPorch ; c
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3•-0..
New4"Concrete ;
Slab / Thickened
Edge
14'-0"
PLAN
PROJECT INFORMATION
CONCRETE
4" Concrete 192 Sq Ft
2" Overlay
Footer
Acrylic Area Color
Texture
Paint Only Color
Door Pad 2 4'x3'
Q DECO DRAIN
LF
0 CONCRETE REMOVAL
Sq. Footage
GRASS REMOVAL
Sq. Footage 192 Sq Ft
Q PAVERS
NOTES
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