118 Pinefield Dr - BR18-002999 - WINDOWSifCITY OF
S FORD
FIRE DEPARTMENT
JUL 0 9 2018
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: I
Documented Construction Value; $ l0 b • I
Job Address: t[ 'btrlvT- Historic District: Yes[]Noly
Parcel ID: 3 - q ' , r31S - () y C) Q - O Oq 0 Residentialm Commercial
Type of Work: New dditiona Alteration aRepair 1:1 Demo Change ofUse Move
Description of Work:
Plan Review Contact Person: l J S tom'. Q* ` Titlt:: Py b_e c. 1 y 16n0 t^Jt
Phone: 413-1 6001 -1 93 Fax: _ Al ui Email: ,r (@ PS r= (r . cavn
Property Owner information
Name FP—ra r e Phone: (4 V I- (-D D 1— C('"44 Street:
1W 1Pttnrt,L` r e Resident of property? City,
State Zlp:.Say%nnnra 2L. 117:11 Name Street:
20150
City, State
Zip: d Name: Street:
City,
St,
Zip: Bonding Company:
Address: tractor
Information
G t.
G`.s ne: CIS t'I re '-/`Fax:
tj t4 C-43
ram. %?,oEq State License No.: C.C-,CO214-735 Architect/Engineer
Information Phone: Fax:
E-
mail:
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. 1 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 Shull be Inscribed with the date of application and the code in effect as of thut date: 61s Edition (200) Florida Building Code Revised: January
1, 2018 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 icom 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 Floridu Lien Lew, 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 Ole current 1CC 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.
74 Ile 6-Z0- I i
Signature of Owner/Age ate Sign urc of CVm- ctor/Aq#W Date
i'yl q n
Print O er
Notary Public State
Raymond H Malt]
My Commission FF
Expires 05/12/2018
Owncr/Agennt is Personally Known to Me or
Produced ID Type of ID D004' MAT CMG
Paint Cunttactod ftvi ets Name
Signature of Nutary-State of PlQrida Date
LcotJmw 6Q+Mx3 v'O
ftoi;ot t Juoltuo"P D
o-1a+NO Vol
epuo p m allVnd I+
tt 10 W i 1.10,111y Rhown to Me or
Produced 1D 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: # of Stories:
New Construction: Electric - # of Amps • Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: - WASTE WATER:
ENGINEERING: FIRE:. BUILDING: S • i'9 /8
COMMENTS:
Revised: January I, 2019 Permit Application
SCPA Parcel View: 32-19-31-515-0000-0090 Page 1 of 2
Property Record Card
Parcel: 32-19-31-515.0000-0090
Prouerty Address: 118 PINEFIELD DR SANFORD. FL 32771
Parcel Information
Parcel 32-19-31-5154000.0090
Owner(s) FtODRIGUEZ, FERNANDO A
Property Address 118 PINEFIELD DR SANFORD, FL 32771
Mailing 118 PINEFIELD SANFORD. FL 32771-
Subdivision Name CELERY LAKES PHASE 1
Tax District S1-SANFORD
DOR Use Code Ot-SINGLE FAMILY
Exemptions OD-HOMESTEAD(2015)
C '
O
County GIS
Legal Description
LOT 9
CELERY LAKES PHASE 1
PB 62 PGS 75 & 76
Taxes
Land Value Ag
JustlMarket Value :" 183,354 165.224
Portability Adj
Save Our Homes Adj 49,468 34.092
Amendment 1 Adj s0
P&G Adj s0 s0
Assessed Value 133,886 131,132
Tax Amount without SOH: $2,358.27
2017 Tax Bill Amount $1,709.10
Tax Estimator
Save Our Homes Savings: $649.17
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority I Assessment Value Exempt Values Taxable Value
Court General Fund 133,886 50,ODO 83,886
Schools 133,886 s25,0D0 108,886
City Sanford 133,886 50.000 83,886
SJWM(Saint Johns Water Management) 133.886 50,OD0 83,886
County Bonds 133,886 50,000 83,886
Sales
Description I Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 9/112D14 08333 0644 1WOW Yes Improved
SPECIAL WARRANTY DEED 2/1/2010 07351 1095 113,000 No Improved
CERTIFICATE OF TITLE 9/14/20D9 07254 0466 100 No Improved
QUIT CLAIM DEED 2/1/2006 06190 0289 100 No Improved
WARRANTY DEED 6/1120D4 05459 0330 167,000 No Improved
WARRANTY DEED 8/1/2004 05459 0327 5767.0DO No Improved
SPECIAL WARRANTY DEED 12/1/2003 05148 1921 141,400 Yes Improved
Find Comparable Sales
Land
MethodFrontage Depth Units Units Price Land Value
LOT I 0.001 0.001 34,500.00 1 s34,500
Building Information
http://parceldetaii.scpafl.org/Parce]DetailInfo.aspx?PID=32193151500000090 7/9/2018
Revision
Response to Comments
WS 2 1 2p1%
Permit # I , a 91 f
Project Address: 1 Z ex k Cl G(
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date -7 r
0 I 1(i
S O WNJ o r Ct . L -?T,1 (
Contact: 5 eV e er w^ c,,,-. Ph: '
a Fax:
V" Email:
S be ryy ck,w% Q P%&T FL - C o vv,,. Trades
encompassed in revision: CIf
Building Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
Engineering
Fire
Prevention General
description of revision: D
ROUTING
INFORMATION Approvals
0
Building -CaF q'/9-/8
I
Application Number: 18-2999
Project Description: Windows
Job Address: 118 Pinefield Dr
i
P 1FORp
SXRFORDC
U
BUILDING DIVISION
PLAN REVIEW COMMENTS
Date: 08.06.18
Contact Name: Justin
Contact Email: Jcyr(a-)rrtfl.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanford fl.2ov. Provide two conies of affected Plan sheets amUor COMMENTS:
I
1.
Two (2) copies of an exterior wall floor plan showing the location of each window that will be replaced. FBC
107 Any
error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances
of this jurisdiction. Ofrce
meetinEs with the Plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival. Respectfully,
Steve
Fiorey, CBO Deputy
Building Official
RECORD COPY
GENERAL NOTES
DESIGN REOUIREMENTS
WIND DESIGN LOAD INFORMATION -
PER FBRC 2017 (61h EDITION) SECTION R301, REF. ASCE 7.10)
BASIC WIND SPEED (Vult) = 139 MPH (3 SECOND GUST)
VaSd) = 108 MPH (3 SECOND GUST)
BUILDING CATEGORY = 11(ASCE 7.10)
WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10)
INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10)
ENCLOSED BUILDINGS = +0 18
PARTIALLY ENCLOSED BUILDINGS = +/-0.55
NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE
7-10 DEFINITIONS CLASSIFYING AS SUCH)
ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANSSHALL
BE DESIGNED TO WITHSTANDTHE FOLLOWING PRESSURES (ASD):
FOR WALL LOCATIONS: +21.2 PSF, -28.3PSF
FOR ROOF LOCATIONS: +12.2 PSF, -49.9 PSF
FLOOR PLAN NOTES:
1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT
ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER
THE WINDOW AND DOOR SCHEDULES ON PLAN WINDOWS d
DOORS TO COMPLY WITH 2O17 FBC (61h EDITION) ENERGY
EFFICIENCY CODE.
2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS
NOTED.
3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE
INSTALLED TO ENSURE COMPLIANCE
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK
5. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL
LIKE AREAS UNLESS NOTED OTHERWISE
6. G.C. TO VERIFY WITH WINDOW MANUFACTURER THAT ALL
WINDOWS MARKED AS EGRESS HAVE A NET CLEAR OPENING OF
5 S.F. IF LOCATED AT GRADE FLOOR, OR 5 7 S.F. AT OTHER
FLOORS (I E. 2ND FLOOR). A 24- MINIMUMCLEAR OPENING
HEIGHT AND A 20' MINIMUM CLEAR WIDTH ARE REOUIRED.
7. PROVIDE WINDOW GUARDS THAT COMPLY WITH ASTM F2006 OR
F2090 FOR OPERABLE WINDOWS LOCATED MORE THAN 72"
ABOVE THE FINISHED GRADE OR SURFACE BELOW. AND IF THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS
LOCATED WITHIN 24' OF THE FINISH FLOOR OF THE ROOM.
RODRIGUEZ RESIDENCE
118 PINEFIELD DR.
SANFORD, FL 32771
RENIFWW POR CODE C0MPUMCE
A PERMIT ISSUED
CENSE TO PROCE
AUTHORITY TO VI(
SIDE ANY OF THE
DES. NOR SHALL
THE BUILDING I
REQUIRING A COP
CONSTRUCTION
I ABBREVIATIONS I
SH
F.
P.
dede ReSid.
Water Closet
Wedge Anchor
Water Proof
BE CONSTRUED TO BE A
H THE WORK AND NOT AS
CANCEL ALTER OR SET
510NS OF THE TECHNICALNCEOFAPERMITPREVENT
AL FROM THEREAFTER
DN OF O IN PLANS,
XATFTHIS
CODE
Z'XIST
DINING ROOF; TO
7 REMAIN / 3662
SH
70 I
210 PINEFIELDDR.
SIDE NOTE:
ALL
WINDOWS
NOT SHOWN TO
REMAIN. ZEXIST. MAIN
MOUSE TO
IMMAIN 7
18-2999
0ulw, SANFpRD
O
FAgRTM1
Z'
XIST.
OFFIGEEE'''777 TO REMAIN/
ZE.18T
GARAGE TO REMAIN
7 LOCATOR PLAN
1i811=1I-
O(I 2) 3662
SM 2R/ 7/.
9BUILDINGDATA
2017 FLORIDA
BUILDING CODE RESIDENTIAL, 6" EDITION 2017 FLORIDA
BUILDING CODE EXISTING, 60' EDITION COMPLIANCE METHOD:
WORK AREA CLASSIFICATION: REPAIR
SCOPE OF
WORK WATER DAMAGE
REMOVE d
REPLACE WINDOWS PER PLAN. LEGEND TAG
SPECIFICATION
I HATCH
INDICATES EXISTING WALLS TO REMAIN 2 REMOVE
d REPLACE EXIST. WINDOWS PER PLAN. DOOR/ WINDOW
SIZE LEGEND xim WIDTH (
X'-
X-)7 J THEIGHT (X'-
X-) JI NOTE: G.
0
TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO
WINDOW/ DOOR PURCHASE xx x
COMPONENT DESIGN PRESSURE (pr) ` PO Zft NOTE:
co
G.0
TO FIELD VERIFY WINDOW/ DOOR SIZES
PRIOR TO WINDOW/ 0 DOOR PURCHASE.
i r EGRESS NOTE:
PER THE
FLORIDA BUILDING CODE EXISTING, CHAPTER
6 SECTION 604, MEANS OF EGRESS, *
REPAIRS SHALL BE DONE IN A MANNER
THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED
FOR THE MEANS OF EGRESS'.
EXISTING WINDOW OPENINGS WHICH DO
NOT CURRENTLY MEET EGRESS WILL REMAIN
UNMODIFIED. EXISTING DAMAGED WINDOWS
TO BE REMOVED AND REPLACED WITH
SAME SIZE OPENING. WIN p-
R—mmommiWAMEW.a
1EAM imm WINw- WIN
Im
BUCK 9PECFIED
BY WDCCIW
DOOR MAWFACTURER
KVM!
h
L WDmaU
AND DOOR A66EFmLIE6 To ca omi TO FRC ton (6UX EDITIaD 2. 2X
Fn RUCKAMA6ERS SKUL EXMID BEYOND DJIERIOR FACE OP MMM FASTEN DUCK
TO MASONRY W (U ROW OF DA6'X4' TAPC" •' FROM Dm6 AND IO'
OC. MAX TAPCONS TO BE IWHIM. FROM EDGE OF BUCK A BIC"
LESS THAN 7X TO BE FASTENED DOCUT NAILS OR EWYALENT. TRUCTLOM CA.FCTION OF WINDOW to 61"UcTW8 BY OTHERS IN TML1 CAW- 4
ADDITIONAL
7X WOOD BICX MATERIAL MAY BE ADDED TO EXISTD43 )X BUCKED OPENING,
USE (9) ROU16 OF W400* NAM STAGGERED •0' OL. EA. SOCCE96NE
BUCK S MIXING
OF D( AND 2X BIC" SHALL DE PERMITTED FOR TXE 6AtE OF-D4Dtl
F IIYmaU MAMFALTURER AND PLAN REWIRETElTS FASTENING) ARE
MET. 6. ADDI110NAL
WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W (2) ROM OF •
d NAILS •16' Or -FASTEN URIDAU TO 7X PER MNDCW MAWFACTtR ER'
S SPECS 0 WINDOW/
DOOR BUCK NOTES N.
T.S. 00 C
N
LL
6: ; "-
Z O p ,
r r DN ('
X
fhN NLL
C4C4ar0 U5Mz
LLi
Z0Os0. o
o U
Z
W)
tZ w 01
LU b
LU W2W (x
C m 30
LL a
z
c c
L0:
0LLIKagMDMMN
AC MECKED
SSPE
Go RRT -
RODRIGUEZ C LE
AS NOTED WC OR
212016 01 aN1
t
OF 1 THIS REPAIR
IS DESIGNED TO WITHSTAND 139 MPH (V+) WINDS PER THE FLORIDA BUILDING CODE EXISTING AND FLORIDA BUILDING CODE RESIDENTIAL 2017, 601 EDITION (REF ASCE•7.10) AND IS CERTIFIED AS SUCH.
Silvefflme
byAndersen r4l
WINDOWS a DOORS
SERIES 2100 - M ODEL 2111
EXTRUDED VINYL
SINGLE HUNG WINDOW
w/ FLANGE
NON -IMPACT'
GENERAL NOTES
1. This product has been evatuated and It In compliance with the 5th Edition (2DI4) Hodda Building
Code (FBC) structural requirements excluding the "fth Velodty Hurricane Zone' (HVHZ).
Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
motedd shall be beyond wall dressing or stucco.
3. When used In areas requiring wind borne debris protection this product Is required tobe
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC.
4. For N stud froming construction, anchoring of these units shall be the some as that shown for N
buck masonry construction.
5. She conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineer or registered architect.
TABIEOFCOHIENIS
SHEET # OESMMON
I Typicolelevollon. design pressures &generd notes
2 HoftMd 3 vaW cmu sections
3 Bucka home anchoring
4 BR of materials, glaang detaT a coffPowts
53 2s MAX. OVB?AlLFLANGEwtDnt
520MAXOVBM FRAMEF
WIDTH
0
i\
i
OVERALL]
I'
FlANG6=, DIMENSION
O,
VE[L4L1' ` FRAMEw.,.
47)
IMENSIOIV xt '
MAX.` i c•n ; DIKIEN (
ON' G,
L4SS; ter•
DESIGN :
PRESSURE.(PSFJr. POSRIVE;:•
IJEGATIVE. 37Ar
x 63.25' 36.0- x 620 31.69- x 2&0- G1
50.
0 50.0 46.
25 x 63.2r 45.0' x 620- 40.6r x 2&W 40.0 40.0 S3.
W x 74.W 52.0- x 73.0- 47.6r x 33; 30.0 30.0 a W. HV rc
or LFS AMC
No_ FL—
14911.13 as
4 or 4
2 27 S oR
e.
26
1 F. Imo2z2429nY90
26 1 40i mdicn
9 v c
1
22 E (TEWOR
G1
INTEROR a
X
E7fIERIOR INIFRIOR
GI
SEE
11 NOTE2ISff g
NOTE I
3 VERTICAL CROSS SECTION
17
2 Shown w/IXwb•buck 14 5:
O
12 o
2 O 3 4
27 4 18
23 ABOVE THE MEETING RAIL NOTE Z
I. LOCATE OPERATING SASH LOCKS 7.S• 16
26 FROM EACH END OF THE ACTIVE 6
a
17 MEERNG RAIL FASTEN WITH (2.) 08x3/4• zC
7 Gl SELF TAPPING SCREWS. O
INTERIOR 2 LOCATE SASH DER 6r^ FROM EACH 20
v ENO OF THE MEEIING RAIL FASTEN 19 0
o WITH M 16 x3/4• SCREWS.
26
2
5 N p a
24p OR u° u
r-e7SEMLOWTHEMEEnNGRAAILarcf024iz125 ssawN.T.S. I-1/4'MW 27
EMB IYP. v
v or¢ or IfV m'
oac ar. LFS ;
1 HORIZONTAL CROSS SECTION 2'*N VERTICAL CROSS SECTION Mom On- a
2 F1-149/1.13 a29r -2- o 4 O
z
2XBUCK
MASONR'
OPENIN(
BUCK ANCHORING
MASONRY
CONCRETE ANCHOR NOTM
1. Concrete anchor locollom at the can= may beadWed to maintain the ML%
edge distance to mortarlofft
2 Concrete anchor locafforts noted as MAX. O.C. (TYP.)"must be dusted to
maintain thenth edge distance to mortarldinix addlibnal concrete anchors
maybe required to ermwe the MAX. O.C. (TYPj'dirrIensions are not exceeded.
3. Concrete anchorCoble:
ANq4Q9..,- ANCHOR", RANCE. MIN."CLFARANC
EMBEDMENT. 7-40 MASONRY.'.: TO.AINACENT.:
EDGE': ANCHOR
orw
meTAPCON
ELCOULTRAC 114' 1-1/,C 4"
WOOD SCREW INSTALLATION NO
calarim & I* o.c. spacing of1. Maintain a n*ftm AW e0ge datenw, i"efl
woodscrews to prevent ftIpff" ofwvocL
2)(BUC
FRAJ
MASONRY
OPENING
il
OrMAX
IW/2)(BUCK 234INSTALLATION
W/ I X SUCK 24INSTALLATION
TYP. HEAD.
JAMBS
W1 2)C BUCK37INSTALLATION (?
W/ IX SUCK @INSTALLATIONTYP. JAMBS
FRAME ANCHORING
e.
P"
C
0,
x: ism KV
x LFS
FL— 149 3
ZU OF . fL 4
BILL OF MATERIALS
REM DESCRIPTION MATERIAL
1 EXTRUDED PVC MAIN FRAME 052-2611• PVC
2 ' EXTRUDED PVC SILL #52-2613• PVC
3 EXTRUDED PVC GLAZING BEAD INTERLOCK R52-1257• PVC
4 EXTRUDED PVC MEETING RAIL N52-2907• PVC
S EXTRUDED PVC TOP RAIL @52-2908• PVC
6 1 EXTRUDED PVC BOTTOM UFT RAIL N52-2949• PVC
7 1 EXTRUDED PVC STILE N52-2905• PVC
9 1 EXTRUDED PVC GLAZING BEAD ERT. 3 HORT. U52-1227' PVC
10 OPERABLESASH LOCK
11 SASH KEEPER STEEL
12 FIXED MEETING RAIL REINFORCEMENT N51-2919 STEEL
14 LOCK RAIL REINFORCEMENT N51-2821 STEEL
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/RN .187 x .270, LOCK RAILdSASH ULTRAFAB
18 WEATHERSTRIP PILE W/FIN .187 x .230. FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/RN .187 x .150, SILL ULTRAFAB
20 WEATHERSTRIP VNYLBULB.187"x.375"0 AMESBURY
22 GLAZING COMPOUND (DOW #11991 SILICONE
23 N10 X2' PFH SMS STEEL
24 1 /4" X2-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL
25 2X BUCK SG >= 0.42 WOOD
26 1 /4" MAX. SHIM SPACE
27 MASONRY - 3= PSI MN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
29 1 X BUCK SG >= 0.42 WOOD
30 INTERCEPTSPACER Sm
37 N 10 X3' PPH SMS STD
38 1 /4" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL
THEAPPROVEDWHITE RIGIDPVC EXTERIOR UIRUSONS FUR WINuvvvbAm IU utrKUUUI w
BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVCEXTRUSIONS.
20-
ors
o
t MAINFRAME
Irrc-vm
BITE
GI D 1
I
L
owanT-19S.
0.91' 4 -
r.—VI UDEo PvcTOP Ran
TtIK. CUSS
1/SANNEMEI)
AIRSPACE
IffANNEALED
z
T OAS = t
u D
3 Soh Woloa 9 G D G SI yr o o
8 t m
m
0.79'
14' 5.
9 EXTRUDED 1/CG1AD IG lfAD
b Tow
T-
7 UO LE
FL- 1491 1.1 S
iar 4 of 4
REQUIRED INSPECTION SEQUENCE
Nqun Mast ms ecdon IIDescjto®®. Footer /
Setback Stemwall '
Foundation /
Form Board. Survey Slab !
Mono Slab. Pre our Lintel /
Tie Beam / Fill / Down Cell' Sheathing-
Walls- sheathing—
Roof - Roof
Dry In Frame
Insulation
Rough In FirewaU
Screw Pattern Drvwall /
Sheetrnck Flectda
Underground Footer /
SIab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final 1s.
1`J i WNW
m1
i iT-{I •, . yr`Z.f1 i-• JYJ_ sL, s
ection Description j
lumbing_ Tub, Set Plumbinx
Final a
UYIGA`
LILY'L°PLC:`.:f'.L J,Cr,l 1vLL_C_".IC'•-c.. 1•. .`1::•.R'i;: •`u z•`.. ;.: .. C': l.. _ r.i ijij• li::: ..:1: -:mot: •:. e,. Max
llns ecdon Description Mechanical
Rough Mechanical.
Final MaR
Gas
Unde Gas
R uo gGas
Final REVISED:
June 2M4
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . 18-00002999 Date 9/20/18
Revision number . . . . . . 1
Property Address . . . . . 118 PINEFIELD DR
Parcel Number . 32.19.31.515-0000-0090
Application description . . DOOR &/OR WINDOW REPLACEMENT
Subdivision Name . . . . .
Property Zoning . . . . . . PUD
Permit . . . . . . BUILDING PERMIT - OTHER
Additional desc . .
Phone Access Code 1078179
Permit pin number 1078179
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
1000 137 WIND FINAL WINDOW INSPECTION / /