HomeMy WebLinkAbout302 Big Spring Ter; 17-2101; SCREEN WALLSJUL 12 2017 0
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 4 -7 -,)/D /
ction Value: $ I (
r] •
9O
Job Address: (, j , S ., I 1 t G GQ Historic District: Yes No;n-
Parcel ID: Residential Commercial
Type of Work: New P Addition Alteration Repair Demo Change of Use Move
Description of Work: SCVr•v tq
Plan Review Contact Person: +Y t TJU- ,Q, Title: e
Phone: 3 Fax: J/i/l )I Email: IBIS , U't'taLuddl.ca"
n_ f
Property Owner Information
Name 2 Y C.y12 IJ VI LhO Phone: lf/"nll?%
Street:Z?)a 1G 5rnvf v P"( rk- - Resident of property? 14
City, State Zip:i
Contractor Information
Name I,V-t c_V1 t t-t,1 I ! P1rj r CPC ( e Phone:
Street: a_ t l (k), Wag Fax: WO ,42;,l 2I3-49
City, State Zip: Ofl a4 o. t_2 a -CD State License No.: (I;o('9 0
Architect/Engineer Information
Name: () ill(k-
Street: V/ Q a Toyi 11 a Vy1 i / City,
St, Zip: J-hy k_ dt t7 . 2 Bonding Company:
Address: Phone:
qtj
I' Gl )- Sq g_D Fax: E-
mail: (
f le rt l2 Mortgage Lender:
i )A_ 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. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June
30, 2015 Pennit Application
NOTICE: In addition to the requirements of this permit, there maybe' additional, restrtct;ions 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.
r
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.
44-9-- -CO 2)) X-9nati. re of wner/Agent D
Print Owners Agent's Name
I
i$ tyre of Not
arc i A ` QUEEN
Date
7p•
MY COMMISSION # FF218482
EXPIRES April 08. 2019
39.-6'S Florida Nu:a r5c ice..:orr
2/a 1
Signature o ractor/Agent Date
Print ContractorMRent's Name
p•P rN e` KATIE M QUEEN
Q.
MY COMMISSION # FF218482
EXPIRES Apol 0 019
Owner/Agent is Personally Known to Me or Contractor/Agent is r/ Personally Known to Me or
Produced ID Type of ID L Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 2 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 41• A. n
Revised: June 30, 2015 Permit Application
Parcel Information
Property Record Card
Parcel; 28-19-30-526-0000-1700
Owner: DHULIPALA SATYA H &PRATHIMA S
Property Address: 302 BIG SPRING TER SANFORD, FL 32771
Value Summary
Parcel 128-19-30-526-0000-1700
Owner i DHULIPALA SATYA H & PRATHIMA S
Property Address 302 BIG SPRING TER SANFORD, FL 32771
mailing! 302 BIG SPRING TER SANFORD, FL 32771
Subdivision Name THORNBROOKE PHASE 3
Tax District i S1 -SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
Fo 011-
Seminole County GIS
Working 2016 Certified2017
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 0
Depreciated Bldg Value 209,962
Depreciated EXFT Value
Land Value (Market) 45,000 48 .000
Land Value Ag
Just/Market Value 254,962 48,000
Portability Adj
Save Our Homes Adj 0 0 1
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 254,962 48,000
Tax Amount without SOH: $962.00
2016 Tax Bill Amount $962.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 170
THORNBROOKE PHASE 3
PB 80 PGS 1 & 2
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
i County General Fund 254,962 0 254,962
Schools 254,962 0 254,962
City Sanford 254,962 0 254,962
3JWM(Saint Johns Water Management) 254,962 0 254,962
County Bonds 254,962 0 254,962
Sales
D tescription (in Date Book Page Amount
t
Qualified Vac/Imp
SPECIAL 10/1/2016 08795 1163 $292,600 Yes Improved
Find Comparable Safes
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $45,000.00 45,00
Building Information
s Bed/Bath count incorrect? Click Here.
Description
Year Built
Fixtures
Actual/Effective
Bed Bath Base Area Total SF i Living SF Ext Wall 1 Adj Value Repi Value Appendages
1 SINGLE 2016 12 4 3.5 1,456 3,530 2,862 CB/STUCCO $209,962 211,017 Description Area
FAMILY FINISH
UPPER 1126.00
U.S. Aluminum ,Services Corp.
2211 West Washington St, Orlando, FL 32805 - 407.237.3128 Fax: 407.237.3129
1 oK
ALUMINUM
Customer:
Address: —2
I Zs,aV'N r r
Subdivision:
Boca Raton, FL 33498 Palm Coast, FL 32137 Clermont, FL 34711 Tampa, FL 33605
Phone:561.892.1644 Phone:386.868.4187 Phone:352.366.4699 Phone:813.600.5327
creenEnclosure Insulated- 3" 4" 6"
Pool Enclosure Fan Beam QTY
Screen Room Pan Roof
Sun Room Skylights QTY
Carport/ Patio Cover Shingles Color
1porc Lanai 3 tab Architectural
Rescreen/Repair Pergola/Lattice Shade
Fence color
es""
lI
Mansard Style
e—-- zilvp-ll
Shed Style
P11120
Studio
existing Deck: Concrete Pavers
Tearpown Sqft Type:
Grass Removal Sqft
Concrete/Pavers Removal Sqft
Gate Code:
E-mail:
SALES CONTRACT
State Certified Contractor CBC1260190
WWW.US-ALUMINUM.COM
Home #:
Work #:
Mobile #:
Fax #:
0 8" 16 24" Vinyl
Concrete Smoot Woodgrain Acrylic
Board
Insulated KP - 2" 3"
Glass
Threshold
Clear Grey Bronze
Horizontal Sliders
Pet Door Qty—
SP LOW-E INS
SM MD LG XL
Special Instructions
HOA Exists YES NO
Responsible for App - HO I SFAI'a•m—
Homeowner is required to submit Hrapproval/denial letters tc US Alumi
prior to start of work. HO Initial
Estimated Completion Dat `
Disclaimer. Date may vary+/- due to weather, manutaclu r back a nor c 1m details.
Ed Bronze LI x 14
White 20x20
Cl Sun Screen
Pet Screen
FLGlass
Super Screen
Other
t— LLW
4" Co/eab s Thick Paver Sqft
Concy lab Sqft Thin PaveSgftFoote1z" Lnft Traverti e/Tile Sgft
Acryliolor Color
2" Denft Siz
3'x4' City P
ernStuccllCpingLnft
Other Color
Single Door -06 r 48" Qty E Gutter Lnft
Double Door Qry_ Super Gutter 5"or 7" Lnft _
PCA Door may—
Seamless Gutter 6"or 7" Lnft
Custom Door Qry_
Key Lock []Tasman
Full View
Sliding Glass -
Gat r 4-track siu
Heigh from bottom of door:
td.39-3/4" Pool 55"
Please check one:
III To Wall
Attachm171-
0 To Soffit Attachment
O.H. Size
Angle Fascia [
Payment is due in full at the time of com letion of work or u rtpassing the building department's final inspection. A finance charge of 1 1/2% per month shall be applied to all accounts not
paid in full within 10 days of due date. All Ell wi ffiain the property of US Aluminum Services until payment is received in full. Right of Access and Removal is granted to US Aluminum
Services in the event of nonpayment per the terms of this contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable attorney
fees. If the customer refuses to allow US Aluminum Services to begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages
of a sum equal to 33 1/3% of entire contract price plus cost of materials and labor already furnished or in progress.
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.
Buyer 4^ K ' Seller- US Aluminum Services, Corp.
Print Name) (Subject to approval by Seller)
Date Date c.,5
0 er/Buyer Representative 4
Owner/Buyer Approved By:
Total Investment 6
Deposit
Concrete/Pavers
C.O.D (Before Install) 3 "
Upon Completion
of Installation
Permit Fee
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 PAYMENTAGAINST 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 PROPERTY 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 RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
2007.2014 US Aluminum Services, Corp. All Rights Reserved
Date:
I hereby name and appoint
POWER OF ATTORNEY
7"A,\V'D 1-51k) y 1-Icg c-e-f.
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to the
Building Department for a '(j -,_ ,
v
S permit
For work to be performed at a location described as:
Section Township Range Lot Block
Subdivision'
n p
Owner of Property and
And to sign my name and do all things necessary to this appointment.
Thiaeo Davila / CBC1260190
Type or Print Name of Registered or Certified Contractor and Contractor's License Number)
Signature o egistered or Certified Contractor)
The foregoing instrument was acknowledged before me this day of of 20fl
By Thiajzo Davila who is personally known to me / who produced N/A as identification and
Who did not take oath.
State of Florida
Count f Orange y KATIE m QUEENrq 11MYcommisSiON # FF218482
EXP RES A r l OS. 2019
Notary Public, Orange County, Florida Seal
BOUNDARY F'ORICERTIRE.O TO: Satya Hanumon Dhulipala and Prathin-fa Satya H. Dhuiipolo; Inspired
Title Services, I_I-C; First American Title Insurance Company; Taylor
Morrison Home Funding
LOT' 169
TRAC7' B (RECREATION/SPACE OPEN)
N 00009, 24" W
REC. 1/2" I.R.
40. 00'
REC. 1 1 D. I.R.
NO 1. D.
1.01' 170 19.80'
19.80'
AC PADS'
of CUNC. of
3.00'
14.3'
TWO STORY
RESIDENCE
J302
F.F:=26.23'
qM
O
o Cq
03
5.l
hry
COV'D
BRICK
ai
5.00'
21! 3'
BRICK
5.00'
ZONlN Lku DATE 1V2
k 0 6'C VP evl
er7(i S vt J (O Ve V-0-4
r d
Co O
0
QJ
Co
5.00' (1)
LOT 171
I BRICK 1 r
DR. I 125.20 25.20'
ap o. 0.2' 10' UTIL, ESM7'. 0.2' yy p
s I46.s7'
REC. PK NAIL 5' CONC. WALK REC. PK NAIL
IN WALK IN WALK
B.B.) N 00009' 24" W
I
40.00 UN LOT Afi(:Q C/1LCUI_11YQN:_:
LOT 4,800 o.FjI
h0by-
y1'
LIVING = 1,414
GARAGE = 4.55 O.F1:
a ^ `a
Ly y y1 ENTRY = 71
LANAI =
O.I.-I.
SQ.F1'. Gp G 139
BREEZEWAY = NIA SO. Fl.
BIG SPRING TERRACE DRIVEWAY = 403AICscJ.rr.
PAD 18 SO.FT.
c\c1v0 50' RIW) TRACT A WAL = WALKWAY = 70
IMPERVIOUS- 53.5
SQ.F-T.
2,570 SQ.Fr.
SOD = 2230
R/W = 440 SOFT.
PROPOSED _ FINISHED SPOT' GRADE ELEVATION APRON = 110 Q.I:T,
PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK - 200 SOFT.
PROPOSED DRAINAGE FLOW FRONT = 2'i '
SOD - 730
07Ar AFUF---._._......_____._...._......
LOT GRADING TYPE A
REAR 15' I5RO15531.L7 INFORMA770N SHOWN
SIDE = 5.0'
AI"1E.A = 5,240 SCJ.F"T.
HASED ON SUPPLIED PLAN DRIVEWAY = 513 SOFT.
PROPOSED F.F. PER PLANS = 26.2' SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SO, F1-.
CLIENT NOT FIELD VERIFIED SOD = 2 360
GYI' U,5 1;'NNl'YL'I,'--ASCO.TT & ASSOC, -- LAND SVR VL'YD.1?,S" INC,
LEGEND - LEGEND -
5400 E. COLONIAL_ OR. ORLANDO, FL. 321307 (407)-277•-3232 FAX (407)-658-1436
P PLAT I`AA_ POINT ON LINE
F =FIELD TYP. •TYPICAL NOTES:
i.P. • IRIIN MPL' P.R.C. •PDINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HFRF.BY CERTIFY TIfAT THIS SURVEY MEf:7S THE MINIMUM TECHNICAL STANDARDS SET' FORTH BY
IR, - IR(W ROD P.C.C. POINT (IF COMPOUND CURVATURE
RAU. • RADIAL
THE FLORIDA BOARD OF PHOFFSSIOtM LAND SURVEYORS IN CHAPTER SJ-17 OF THE FLORIDA ADMINISTRATIVE CODE.
f,.M. CONCRETE HLWIN-
RADIAL SfaI.P.B. • I/2• I.R, r/MI.D 4596 N.N. WIN-RADIAL2. UNLESS EMBOSSED WTTH SURVEYOR'S SEAl.- THISSURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL. PURPOSES ONLY. REP.. RFCOVERED
W.P. VITNESS POINT J. THIS SURVEY WAS PREPARED FROM T1TIE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY OF. OTHER RESIRICIIONS PA.D. •
POINT OF DEBINNING CALC. CALCULAYED P.D.
C. PIIINT OF CUMMENCENENT PR -"PERMANENT REFERENCE MONUMENT F.F. •
FINISHED FLUOR F.LEVATILIN OR EASEMENTS
THAT AFFECT THIS PROPERTY. 4. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. i CI.
NIERIANf: NAD = NAIL
L DISK D.S.L. • 11011-DING SETBACK LINE S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RFIIFO UPON BY ANY OTHER FNTnY. R/V
RIGHT-OF-WAY D.M. DENCHWK 6. O1M6NSIONS SHOWN FOR THE. !.( .ATION OF IMPROVEMENTS HEREIN! SHOULD NOT OF. USED TO RECONSTRUCT BOUNDARY LINES. f.SMT.
EASEHLNI B.B. • BASE I*- RING 7, UFARIN'
S, AkE WED ASSUMED DATUM AND ON THE. LINE SHOWN AS BASE BEARING (B.D.) DRAM, •DRAINAGEIIIIt., •
UtILITY B. ELFVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTTICHWISE NOTED. CI.•FI:.
CHAIN LINK FrOCE 9. CERnocATF OF AL'THORIUITON No. 4586. WDN(:. VOOU
FENCE C/D
CONCRETE BLOCK SCALE I-- I r 20'——4 DRAWN BY: P.C..
INT OF CIMVATUK'c: PD POINTOCERTIFIEIJ8T: 1117E ORDER
No. Df:SC, DESCRIPTION
RADIUS PLOT PLAN
04--07-16 1184--16 i ARC. LENGTH
FOUNDATION/ELLVS. 06-12-1 G 1932- I G n DELTA CMDRD
FINAL./ELFVS, 10-10- 16 3444- 11; CHORD DEARING NORM ,
THIS BULL
JING/
PHOPERlY DOES. NOT I_IF WII'IIIN •' 1'HE ESTABLISHED
100 YEAR FLOOD PLANE AS' PER 'FIRM' TO GRUSE'N .IT:R, R.C.S. 1 '4714 ZONE. •K• MAP
I 12117C 0055 E JAMES W. SCO' , R.L.S ,j' 4801
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 Host Structure
AASM
SCE 76 and AA ADM 1 'Exist. SFR '
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 Existing Covered c
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE N, Porch ip
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
CATEGORYAPH 9.4.3: B
3. CREENOED ROUREOF 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 BE AN 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
1-GENERAL NOTES AND SPECIFICATIONS
THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED
WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE
STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST
STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH
TO SUPPORT THE PROPOSED ADDITION.
2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF
ASTM B221 AFTER POWDER COATING.
3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T6
4-DESIGN STATEMENT
THE INDICATED SCREEN/GAURD RAILING SYSTEMS USE LOADS FROM
SECT 1607.7 OF THE FLORIDA BUILDING CODE 2014-5TH EDITION
Host Structure
Exist. SFR
Existing Lintel
JL
1x2
Upright
1x2 (TYP)
a
a
a
x
I
r
xXN
2x2 (TYP)
1x2 (TYP)
0.
13'-0"
FRONT
V x 2 %" TAPCONS = EVERY 6" FROM
CORNERS AND UPRIGHTS/ 24" O.C. IN
FIELD '/." x 2 Y." TAPCONS = EVERY 6" FROM
CORNERS AND UPRIGHTS/ 24" O.C. IN FIELD
10x%" Fasteners - 2" from ends and every
12" O.C. (max)
I
N
C
I
i<,lMIN
TYPICAL ATTACHMENT (UNDER WALL)
2" x 2" CAPRI CLIP W/ (2) #10 x %
TEK EACH LEG
x 2%"TAPCONS = EVERY 6" FROM
CORNERS AND UPRIGHTS/ 24" O.C. IN
FIELD
d RECORD COPY
LL N tll1i101/1!!
o w
o 0 aco
1x2 (TYP) ( ' LU C , _ N
Z CO
to
IL
2 — 'ice '``/ ; _ C
4•\ W
1x2 (TYP)
1 %4"+
6„
REVIEWED ROR CODE COMPLIANCE
PLANS EXAMINER
7 t4 - !Z ---
DATE
SAN fff0R0_B_U MW.7 Q1VIS10P1
A PERMIT 1531lE8 SHALL BE CONSTRUED TO BE A
LICENSE TO RRfICEF-0 WITH THE WORK AND NOT AS
AUTHORIT1r TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODE_§, NOR SMALL ISSUANCE OF A PERMIT PREVENT
THE OUILDIN0 OFFICIAL FROM THEREAFTER
4QUIM04 A CORRECTION OF ERRORS IN PLANS,
t6tAtRUMN OR MLATIONS OF THIS CODE
NEW SCREEN WALLS LANAI UNDER
EXISTING COVERED PORCH
J\LDING
Project Information:
Style: Screen Walls
Color: Bronze
Screen: 18114
Screen Door: 1 Door
REQUIRED INSPECTION SEQUENCE
I$P# 11- 910
BUILDING PERMIT
Min Max Ins ection 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
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: Z -- C—.
ELECTRICAL PERMIT
Min Max Ins ection I[Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
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Maxi Ins ection IDescri tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final 1MlE
HANICAL?PERIMIT Min
Max Ins ection Descri tion Mechanical
Rough Mechanical
Final min
Max Ins action Descr i tion Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014