HomeMy WebLinkAbout301 Big Spring Terr - BR17-000259 - Screen InsertAEM*M
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name _TAyLQR_MCgjRjSQN_Cff ELINC_ Phone: 4D7_62q_Q0jZ____
Street: J_5j q0UjjjAjj_LNSjE 2j)o Resident of property?
City, State Zip:
Contractor Information
Name _SjIVELTrendInC_LJD_%e_jUkoj)Z_Sjhta_ Phone: _AD7-, -9B3f63_ D0_Xj___
Street: J_Zj_Q_PEej3jjeLf JOW_ Fax:
City, State Zip: State License No.:
Arch itect/Eng ineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNINGTO ONVNER: 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 INTENDTo 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. FRC
1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"1 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 ofthis county, and there, may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofPermit is verification that I will notify the owner of the property ofthe 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 pernift 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 one in compliance with all applicable laws regulating construction and zoning.
Date u'.nLwt.,IA I 'e-t 1
M
M
Owner/Agent is _V— 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 d ElectricaIE] Mechanical [] Plumbing[] Gas[:] Roof E]
Construction Type: Occupancy Use:
Total Sel Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes D No D 4 of Heads Fire Alarm Permit: "Yes E] NoE]
171APPROVALS- ZONING: UTILITIES: WASTE A'TER:
ENGINEERING: FIRE: BUILDING: --VD-1
Revised: June 30,2015 Penuit Application
REQUIRED INSPECTION SEQUENCE
pection
Footer / Setback
Foundation / Fonn Board Survey
Slab / Mono Slab_ Prepour
Lintel / Tie Beam / Fill Down Cell
eathing — Walls
of Pry In
insulation Roug i In
Firewall Screw Pattern
I Sheetrock
Lath Inspection
Final Solar
Final Firewall
fn uila ion Final
001
Fi al oor
Final Window
Final Pool Screen Enclosure
Final Building (Other)
REVISED: June 2014
mm
Ofamm
Nm
klm
mlin I Max
Electric jLnderground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
rGAVY0
Immil
VIM
SCPA Parcel, : -19 5' 9 0
An -eft Record -Qtord
Parc t, 28-19-30-526-0000-1870
Property Address: 301 B1G Sl'FiNG 1ER SAttt"0RD, Fi 32771
Parcel . 28-1 - 0-526 O-1 7G1 .,
Owner TAYLOR M RIS N OF FL. INC
Property Address 301 BIG SPRING TER SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 3751
Subdivision Name 1 NC>RNE3tCJCJKI l IIASF 3,
Tax District' S1-SAN ORD
DOR Use Code 0005-PUD UNDER DEVELOPMENT
Exemptions
120
187y
120 Seminole County CIS
LIST 187
THORNBROOKEPHASE3
PS 80PtS1&2
Taxes
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method CosaMarket CostfMarket
Number of Buildings 0 0
Depreciated BldgValue
Depreciated EFT Value
Land Value (Market) 48,000 48,000
Land Value All
JrtsGtivlsrkLyalue' 48,000 48,000
Portability Ant
Same Our Homes Adj 0 0
Amendment 1 Ado 0 0
P&G Adi 0 0
AssessedValue 48,000 48,000
Tax Amount without SOH. $ 62.1'9
2201E Tax BU err aunt $962.19
S Ertksiia—to1
Save Out Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
City Sanford 48,000 0 , 48,000
SJ ( Saint Johns Water Management) 48,000 0 48,000
County Bonds 48,000 0 48,000
County General Fund 48,000 0 48,000
Schools 48,000 ! 0 48,000
Sales
Description Date Book Page Amount Qualified Var4mp
Laced
Method Frontage Depth Units Units Price Land Value
LOT . 1 $48,000.00 $48,000.,
Building Information
Permits
Permit# Description Agency Amount CO Date Permit Date
http:// deW!I,sc c c ParcelDetailinfo. x?PID= 819 187t5 1d
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by:
F.B.C. B 2002.4,1 &
Homeowner:
Taylor morrison
Designer:
Alexander Medina F.B.C. R 301.2.1,1.1
Site Address: 301 Big Spring Terrance Sanford, Ff. 32771 Ultimate Wind Speed-!?—mph
Builder: Silver Trend Inc Date: 1 20 1 2017
Nominal Wind Speed mph
Overall Dimensions: Length: 15'-8" (ft) Width 11 Exposure: 0 B 0 C [:] D
Structure is attaching to: conc block
Height @ Attachment: 8'-2- (ft) Attaching to: Concrete V Lumber / Other
Overall Height-!ft}
REVIE',WED FOR C'ME, COMPLIANCE
A) Select Girt : (Table 301page _) '_ P
LJSTMLoad
Width: Span Select DATE
Load
Width: Span Select SANFORD BUILDING QW55i N I\
PERMiTGSUED SHALL, BE CONSTRUED TO BEr. LICENSE
10 PROCEED ITT 11H THE WORK AND NOT AS AU110RITY
TO VIOLAI E, CANCEL, ALTER OR SET ASVE
ANY OF THE PROV61ONS OFTHE TECHNICAL CIODES, NOR
SHALL KSSUANCE OF A PERMff PREVEN' THE BLJILDNG
0FROAL FROM THEREAFTER REQUIPUNG A CORREC110N
OF ERRORS iN PLANS, CONST RUG'T
0N OR V10Lxn0NS OF TEAS CODE A) Select Girt : (
Table 302_page_) Load Width: 51-
0. Span T-0- Select 2x3 B) Select Column: (
Table 302--page_) Load Width: 5'-
0- Span 8'-Z' Select 2X4
Chapter 3 - Screened WaRs & Balconies- Exposure 8
ANowable Spot" for Posts In Simeen Waft "at SuNMrting Rooft;
AAyow,#Z* Spans for O cs *I Arreon, WaAs Abt Su %Vert,ing ReAV/aOrds For Qrts Suppotgry kaoing/Guards use Tabw 301) CRESMOMAL OR OC*4MERCIAL) For Wind Zone 130 mph Exposure Category 8NrScreenMesh- IS/ 14 Windload Desi n Pressure: I
All , 6005TS I 606IT6
2,X4 Self -Mating beam
2X7 Self -Mating Beam
OEM
AVowable Spans for Posts In Screen Wals NO SUPPortkV Rooft, AND,
For QrtsSupportmg RathrWGardsWraw
Tatde 302d
301)
M9XwrIALOROO"M9taALj For Wind Zone 140 mph bqmtre Category aForScreenMesh-. 19/14 Windload Dest n Pressuw 14,
1 600545 IT6
IiII
11_
Page 3B - I I
Chapter 2 - Screen Rooms - Exposure B
ALLOWABLE SPANS for SECOMARY SCREMWALL MEMBERS
QUITS OR 04AIR RAILS) Table 204
POR 110 rnph Wod Zones Exp s Table 204a18114ScreenUnitLoad= 8.8 psf
Load Width S cm
Extrusion 4'4' 4"-6" 51-01, T-6. 6'-0" 61_6" 71-0" 2X2X.046tallow 7'-10" 7-5" 7'-0" 6'-8" 61-5" 6-2" 51- 11" 2X3X,050 Hollow 7'-10" 7'-10" 7'-10" 7'-10" 7-10" 7'-10" 7'-10" 2X4X.050 Hollow 7'-10" 7'-10" 7'-10" 7'-10" 7'-10" 7"-10" 7'-10" 2X3X.072 Holow 7"-10" 7'-10" 7'-10" 7'40` 7'-10" 7'10" i 4-Mi- -_
FOR 120 rnph Wind Zones Exp 8 Tanis 204b18/ 14 Screen Unit Load= 10.6 psf
FOR 130 niph Wind Zones Ebcp B Table 204c1$/ 14 Screen Unit Load = 12,1 psf
RM
Maximum Spacing (Vertical) 7 ft o.c.; maximum- allowable span 7 1011)
FOR 140 nWh Wind Zones Exp 818/ 14 Screen Unit Load = 14.3 psf
FOR 1,50 nWh Wind Zones Bid a Table 204e18/14 Screen Unit Load = 16,5 psf
FOR 1,60 rnph WMd Zones EV 0 Table 204fIS/14 Screen Unit Load 18,8 P5f
tAAu w'!4h I icing
2
MaAMUM Spacing (Vertical) 7 it o,c.; ma)dmum allowable -span T 10")
NOTE (Table 104): maximum span of r 10" governed by maximum post spacing of 8'01' I
Chapter 3 - Screened Walls & Mconies
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3 - 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WINO AREAS (2010 Edibon) 2,0
I
I
I
N
Chapter 3 - Screened Walls & Batc-onies
NOTE v I , USE 3/8" 0 X 3 LONG LAG SCREWS INTO
WODD HOST AND 31W'O X 21/4 - LONG CONCREIT,,
SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
I- EMSE,DMEN T TYPICAL) SPACING 24" OC AND wrrHIN 4'
OF EACH PERPENDICULAR MEMBER I -
HOSTH1 STRUCTURE FLY ,,NTS I'
X2" 08 0, PERIMETER FA-
S'TfN PER NOTE # I FASTEN
Posr END PER DErAlL CI OR C2
ACCORDING TO LOAD CONDITION SPECIFIED
iN Pos"r TABLE, (304) ADDrrI0NAL
GIRTSSFIALL BE ADDED TO NINTAIN
A MAXIMUM VERTICAL SPACINC, R
HORIZONTAIS Of 96" POSTS
SIZES PER TABLE 302
BY WIND 70NE UCKPLA'
TE RAIL (GIRT) - SELECT lY
WIND ZONE FRO M'TABLE 302 K)
STS SIZES PER TABLE 302
BY WIND ZONE KICKPLATE
RAIL (GIRT) - SELECT BY
WIND ZONE FROM TABLE 302 SOLID
KICKPLATE (OPTIONAL) FASTEN
POST END PER DFTAIL Cl OR C2 ACCORDING
TO LOAD CONDITION SPECIFIED IN
F-S)ST TABLE (302) IX2
OB SOLE PLATE UNLESS NOTED OTHERWISE,
FASTEN TO FLOOR OR FOUNDNrION
W/ 1/4'0 FASTENERS I" EMBEDMENT
@ 24- 0k, 777
l'
YPICAL SECTION SCREEN WALL WffHOUT GUARD I RA §gpP LOKTINGR FOUNDATIONORBALj'- AAF
GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 P'aq - - e3-4
FASTEN SOLE TO POST USING 2 EACH #10 SMS
FROM SOLE INTO INTERNAL SCREW SPUNES Of
POST OR, FROM POST INTO SOLE PLATE); OR,
WITH V X V X 1/16- ANGLE 2' LONG AND 2
EACH #8 SMS INTO EACH MEMBER
Chapter 3 - Screened Walls & Balconies
2X3 COLUMN SW)WN, SIZE'
COLUMN PER TABLE 302 SCREEN (OR
KICKPIATE)
2-X2"X11W ANG1, C EACH SIDE
2 EACH #14 EMS EACH
3/8' DIA CONCRETE ANCHOR SIDE (V OX, MIN.)
W/2' EMBEDMENT (MIN,) (TYPICAL)
m
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION I
LOAD CONDITION #I
NOTES:
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION
2) CONNECTION C1 APPI.IES TO SCREEN WALLS ONLY SEE C2
FOP WHEN SUPPORTING GUARDRAIL
2X4 COLUMN StK)WN (MINIMUM SIZE
COLUMN FOR LOAD CONISMON #2)
PER TABLE 302
FASTEN POST T0C0NCRMwrrH2"X2*X 1/8"
THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS
INI , 0 POSTAND 1/4"0 CONCRETE ANCHOR W/2" EMBEDMENT (
MIN.)(TYPICAL EACM SIDE OF POST) LOAD
CONUTION #2 AAF
GUIDE TO ALUMINUM CONSTRUMON IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
IiX 2 08 0 PERIM PITR
ROEP TO NOTE #I , TFCI SHEET
PICKETS MAY BE !V' SQUARE
ISN S) AT 4-7/8" (Max) O.C.
OR, 4" SQUARE (ISN 13)
T 4-5/8" ) O.C. (SEE
FASTENING NOTE BELOW)
I0I"E/1" LE"L
248 X 1/2* LONG S.M1.S, A, T '
TYPICAL EACH SIM i 1
POD TS .. NITFr" °° I. tc5 INTO
gWOOD HOST AND VVO K21/4"LOW;
CONCRETE ScRE s INTo coNcRm O
MASONRY CONSTRUCtION (I" EMSEDMENT
TYPICALY SPACING 24" O.Ca AND FCIN
4" OF FAC.4 PERPENDICULAR MEMBER
gQNNEC_TION WfJj EXPQSkO FASTENERS K
2 08 0 PERIMETER IR
S.M.S. FROM ISIqE pr
FAQ OF I IC 2 06 IT, ' SCREW
SPLINES ()Fjj X';I Oj3 PICKETS MAY BE I- SQUARF i
EMIRE # Mil S [ ) (ISN s AT 4- r (Max) 0,C~ A...
ON, a" SQUARE (ISN# 13) T
4-5/8" (MAX)O.C. (SEE REFER
TO 1 EFASTENING NOTEBELOW) 1 -
THIS HISSNEE V
K I" GUARDRAIL PICKETS 4
a FASTENED TOP AND BOTTOM W/ 2 E"
A10 S.M & I" EMBEDMENT HO
R .RED NT' NOTE
2. IN SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT
PRESENT. ALL OTHER TTPlBUTES
OF DETAILS APPLY, PARTIAL `
I IX2 CONNECTIONS PICKET
FASTENING: # 10 SMIS By I" EMREDmCj4T INTO
PICXET SCREW SLOT(S), 2 EACH END FOR I"
PICKET, I EXTI END FOR VV PICKET, AAF
GUIDE TO ALUMINUM CONSTRUCTION ChiIN HIGH WIND ARC (2010 Edition) 2,0
Chapter 3 - Screened Walls & Balconies
X 2 OB @ PERIMETER FASTEN PER WTf #1
V X I- X 1/16- ANGLES 2' LONG WyrH 2- #8 X 112,* LOW;
S,M,S. AT EACH LEG (TYPIM TOP & SCUTOM) SEIF-
MA-"NG HORUMAL (GIRT) Typ'
CALLY "RILLOW SECTION WA) GUARDRAIL) PICKETS
MAY BE I- SQUARE ISN*
5) AT 4-7/8- (Max) ELC, Ok
V4- SQUARE (ISN# 13) AT
4-5/8' (MAX) OC. (SEE FASTENING
NOTE BELOW) C—
ONNE-CM f6aENERS A
2 08 0 PERIMETER FASTEN PER NOTE #I 4 - #
10 &M.S. FROM INSIDE fACE I* I X 2 ()e INto SCREW UNES0FG1FtT(
1'EMS r*%NTM INIMUM) SELF -
MATING HORIZONTAL (GIRT) TYPICALLY
HOLLOW SECTION W/O GUARDRAIL) NOTE *
2: IN SCPEFN WALLS
WITHOUT GUARDRAILS,
PICKETS NOT
PPESENt ALL OTHER
ATTRIBUTES OF DETAILS
APPLY, PICKETS
MAY BE I- SQUARE ISN#
5) AT 4-7/8- (Max) 0,C, OR,
V** SQUARE (ISN# 13) AT
4-5/8- (MAX) O.C. (SEE FASTENING
NOTE BELOW) PA—
KqJQN )YjSQN—CEALEQ±ASTEkkR 111pi
111111 1111111111liq PICKET
FASTENING 910 SMS BY V EMBEDMENT INTO
PICXCT SCREW SLOT(S), 2 EAGi END FOR V
PICKET, I EAOi END FOP V4"PICKET, AAF
GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2,0
I* X V X 1/8' ANGLES T` LONG WITH
T»#10XT/'LONG SXS.AT FACH LEG
TYPICAL EACH SIDE, TOP & 00'TTOm)
HOLLOW UPRIGHT
V X 2-1/4" X Its'
RECEMNG OiANNEL
GIRT OR OWR RAIL
1 PICKETS MAY BE 11 SQUARE (tsw ) w....a. AT w / . (Max) O.C, * ° PE
i ((ISIT Ili)
AT * (MAx) Cl.. (SEEkTNGNOTEBROW)
A-/r OX, .
NOTE, I SCREEN BALLS
CC)NNt i E 6 WITHOVE b t, PICKETS 140T
PRESENT, ALL OtHER ATTRISUM
OF DETAILS APPLY. A-
A 10 S.M S. FROM INSIDE FACE OF POST
INTO SCREW SPUNES OF HOLLO GIRT (
I_T,o - EMBEDMEW MjNj ttrM l
PICKETS MAY BE V` SQUARE (ISN* S) i .. AT4-7/Kan (Max) O7 " S'" ARE Ia
TT) AE 4-5/8- (MAX) 0,C. (SEE I FASTF
I NOTE, L CONNESMQR—
WJ—CD—NC—k&kEQI* E PICKET
FASTENING: A 10 SW4 BY I" EMBEOMENI INTO
PICKET SCREW SLOT(S), 2 EACH END FOR V
PICKET, I E'AOiEND FOR T * PICKET, AAF
GUIDE ALUMINUM NSTRU N IN HIGH WIND AREAS (2010 Edition).s
Chapter 3 - Screened Walls & Balconies
V X 1* X 1/16" ANGLES 2* L(M WtTH
2-*8 X 112" LONG S.M.S. AT EACH LEG
TYPICAL EAOi SIDE, TOP & BOTTOM)
REFER TO NOTE #1 -THIS SHEET
NOTE # 1: USE 3/8' 0 X 3' LONG LAG SCREws INTO
WOOD HOSTAND 3/8'0 X 2 V4' LONG CONCRETE
I X 2 00 0 PEPIMEMP, SCREWS INTO CONCRETE OR MASONRY CONSTRUCrION
I" EMSEDMENTTYPICAL) SPACING 24" OX, AND WITHIN
jQ0NNEQ]0N W9-h_kX_P0qEQ FASTENERS,
4'OF EACH PERPENDICULAR MEMSEP
REFER TO NOTE AI - THIS SHEET
2- # 10 S.M.S. FROM INSIGE FACE OF
I X 2 08 INTO SCREW SPUNES OF I
X 2 OB (V EMSEDMENr MINIMUM,)
REFER TO NOTE #I - IHIS SHEFT
I X 2 08 0 PERIME'",."R
PARTIAL ELEVATIONS X2 TO lX2 CONNECTIONSLLP.-J",
91 AAF GUIDE 1-0 ALUMINUM CON MUCTIII IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
X 2' 1/r ANaE EADiSIDE
2 EA01 # IA S. T.S.
SELECT COLUMN AND POST END
FASTENING OND O PER
TABLE 302 EIY WIND ZONE
NOTE # iu USE 3/8' LT X 3" LONG LALT SCREWS INTO
WOOD HOST AND 3/8'0 Y 1/4 LONG CONCRETE
SCREWS INTO CUN RETE OR MASONRY C 3 TM, CI ION
V EMBEDMENT TYPICAL) SPACING " LT C.. AND W1114IN
A" Of, EACH PERPENDICULAR MEMBER
POST END TO HOST FASTENING, ...
FPWTW IELCEVATION@ SCREED
I'E, IN SMtN3T
GUARDRAILS, IO(EI E)T PREStNT, ALL
OTHER ATTRIMMS Of DETAILS Amy
S ECT CCbt,UMN AND i` F ND
r E T G C EO EJT,Bjf -302, BY WIND
SCREEN
I
AIDS T•9""„i
INM SOt E EA ..
PI ' ,. "S MAY BE 'SQE (SN 5 AT
218" (max) mc ok T ' SQUARE ISN #
3 3 AT 4-5/0- : (SEE FASTVNING
N01f EL tMSEDM
E (FOR LOA0 WwrrTON S) I
PLATE T/
4' DIPL Ei3 ARE E ViS x » RS' y zIpii*C" ME
E% iETdT TYT ITAk p " POST
TO FOUNDATIONFASTENING TARI .
i r—SCREEN PKxEt
WASTEN v # to SMS by 9" F Fmj S"
PICKET, k %' PICXET,. AAF
GUIDE TO ALUMINUM STON IN HIGH WIND AREAS (2010 Edition),
NOTES: I1, ALL OPEN AREA'S ARE El. TO RE COVERED WITH SCREEN
2. DOOR LOCATION MAY' VARYifl yy++..## 0
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DESCRIPTION AS FURNISHED- Lot 187, THORNBROOKE PHASE 3, as recorded in Plat Book 80, PagesIthru2, Public Records of Seminote County, Florida,
PLOT PLAN FORICERTIFIED TO: Taylor Morrison of Florida, Inc.
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FLORIDA LAND & COLONI2A170N COMPANY
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ACCESS R1* m
PROPOSED -
FINISHED SPOT CPANE ELEVATION PFR
DRAINAGE PLANS PROPOSED
DRAINAGE FLOW LOT
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