1406 W 15 St - BR18-004683 - WINDOW21V
4SPr11 OtlljAlCITYq \
iE lit DEC 0l ,ii PERMIT APPLICATION7a - UQ ` i ti t l t t p,' u a
1
BUILDING DIVISION
1FS71't' 1 1 1 /
Documented Construction Value: $ i C7 --
Job Address: Z1 06
Parcel ID:
Historic District: Yes NoB'
Residential Commercial
Type of Work: New Addition Alteration RRepair Demo Change of Use Move
Description of Work: P_'-N 0\,, C 9 q!!!p t 4-L t_- W / M 3 t' )
Plan Review Contact Person: .5`y Title:
Phone:
Property Owner Information
Name /
1'
Phone:
Street: T"_ Resident of property?:
City, State Zip: l l'" t4ti
Contractor Information
Name Phone: _L") Z--—` C,
Street: PL.P'C7Fax: "J 6 j ^
City, State Zip: 't JZ-S F's State License No.: C
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
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. 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 Uthataseparatepermitmustbesecuredforelectricalwork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, QI
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 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.
Signature ofOwner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent Date
Print tractor/Agent's Name
Signature of of ate of Florida Date
ANNETTE BLAND
Notary Public - State of Florida
Contract dI V Co r n r '$W l I@WOn t Me or
xpires Jan 16, 2018,
Produce
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building - Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
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:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
FIRE: BUILDING: 'Sr t -1'a' _ f 9
RECORD COPY
REVIEWED ppR CAE COMPLIANCE
DATE
AIUFORD BUII^DINI DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOF -THE TECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE
S BUILR FLOOR PLANDFLOORPLAN
I
4g
44
UILo Nc
SANfipp
18-4683
JENOVATION TO EXISTING HOUSE WANYE DANDYENGINEERONRECORD
1400W.1STH STREET PE 33134
sAWORD.FLORIDA 720 S.0.87-
ORLANDO. FL .32805
40
Silver Line
byAndersen
WINDOWS *,DOORS
SERIES 2100 - MODEL 2111
EXTRUDED VINYL
SINGLE HUNG. WINDOW
w/ FLANGE
NON -IMPACT'
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineer or registered architect,
TABLE Of CONTENTS
SHEET#' DESCRIPTION
i Typical elevation, design pressures & general notes
2 Horizontal & vertical cross sections
3 Buck & frame anchoring
4 Bill of materials, glazing detail & components
53.25.' MAX. OVERALL FLANGE WIDTH
52.0 MAX. OVERALL FRAME WIDTH "
OVERALL
FLANGE`
DIMENSION
OVERALL
FR ME
DIMENSION,
MAX
D L D
DIMENSION .
GLASS
TYPE
DESIGN PRESSURE (PSF).;
r I
POSITIY i NEGATIVk,
37.25' x 63.25" 36.0" x 62.0" 31.69" x 280'
GI
50.0 50.0
46.25" x 63.25" 45.0" x 62.0" 40.69" x 28.0" 40.0 40.0
53.25' x 74.25" 52.0" x 73.0" 47,69" x 33.50" 30.0 30.0
z C
23 ABOVE THE MEETING RAIL
26a
17
7 G7
ea O
24 9
1-1/4"MIN.
25 1 22
EMB. T'YP.
37 BELOW THE MEETING RAIL
HORIZONTAL CROSS SECTION
2
a
4
e
EXTERIOR
Gl
INTERIOR
3 VERTICAL CROSS SECTION
Shown w/ 1X sub -buck
NOTE:
1. LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH (2) #8 x 3/4:'
SELF TAPPING SCREWS.
INTERIOR 2. LOCATE SASH KEEPER 6.5' FROM EACH
END OFTHE MEETING RAIL, FASTEN
WITH (2) #6 x 3/4" SCREWS.
EXTERIOR
EXTERIOR 1 I I f 1` INTERIOR
VERTICAL CROSS SECTION
2
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BATE: 7 0/24/1
smm N.T.S.
M. BY: KV
CHK. BY. LFS
OMWING NO.:
FL-14917.1
SHm 2 of 4
2X BUCK
MASONR
CPENIN(
BUCK ANCHORING
MASONRY
RETE ANCHOR NOTES:
rete anchor locations at the comers may be adjusted to maintain the min.
distance to mortar joints.
rate anchor locations noted as "MAX O.C. (TYR)" must beadjusted to
ain the min. edge distance to mortar joints, additional concrete anchors
e required to ensure the "MAX O.C. PP.)" dimensions are not exceeded.
rete anchortable:
HOtt PIC, O,R*, MJN.'CLEARANI;-E..: MIN'..CLEWPANC
P.M.. SON'Y TO.Abi 'ENT, P ZMBEDNIENT-:
J "EDGE. -AN C46A,
TW
CON 1/4" 1-1/4r 2" 4"
CO
ACONO[ 1/4- 1-1/4' 41
0 SCREW INSTALLA77bNNOTES:
fain a minimum 5/8" edge distance, Vend distance, & 1"o.c. spacing of
I screws to prevent the splitting of wood.
A,
4 in
8WA4C a'.
X =
3 ii C .
2.Z z
R E
W/
2X BUCK 0 23
INSTALLATIONrl
2X
BUCK W/ I X BUCK 24 QE r. z INSTALLATIONiTYP.
HEAD, JAMBS
FRAME
W/
2X BUCK INSTALLATION
q
W/
IX BUCK MASNRY
INSTALLATION OPEONING
TYP. JAMBS LU
th d
ax Ln
0 O
FRAME
ANCHORING DAYL
1012411 SCALE:
N.T.S. DWG.
BY: KV CHK.
BY: LFS DRAWING
NO.: FL—
14911.1 SHEET .
3 or 4
BILL OF MATERIALS
ITEM DESCRIP'nON MATERIAL
1 EXTRUDED PVC MAIN FRAME 452-2611* PVC
2 EXTRUDED PVC SILL #52-2613* PVC
3. EXTRUDED PVC GLAZING BEAD INTERLOCK #52-1257* PVC
4 EXTRUDED PVC MEETING RAIL#52-2907* PVC
5 EXTRUDED PVC TOP RAIL #52-2908* PVC
6 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949* PVC
7 EXTRUDED PVC STILE #52-2905* PVC
9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-1227* PVC
10 OPERABLE SASH LOCK
11 SASH KEEPER STEEL
12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL
14 LOCK RAIL REINFORCEMENT #51-2821 STEEL
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB
18 WEATHERSTRIP PILE W/FIN..187 x .230, FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL ULTRAFAB
20 WEATHERSTRIP VINYL BULB .187' x .375" 0 AMESBURY
22 GLAZING COMPOUND (DOW #1199 SILICONE
23. 10 X 2"PFH SMS STEEL
24 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
25 ..2X.BUCK SG >= 0.42 WOOD
26 114" MAX. SHIM SPACE
21 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE
29 1 X BUCK SG >= 0.42 WOOD
30 INTERCEPT SPACER STEEL
37.1 10 X 3" PPH SMS STEEL
38 1 /4" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL
UlL nrrrtvv[U rrnnr: Km2 u rvl. thitKlUK GU KWIUNS FUK. WINUUM ARE TUBE PRODUCED
BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
2.69"
o
0.055"
O
ODO o
L
1 _MAINPVCMAINFRAME
2.69" --
Q
o
0
N 00 1
2 PVC SILL
0.68" U'
o
0.036
ol
11 LOCK RAIL TOPReinforcement
I ----r- 1.16" I
L
0.065' PI
0.911,
U E) RUDED_PVC TOP RAIL
sia" r)VERAII
3LASS
1 /S' ANNEALED
AIR SPACE
1/8'ANNEALED
94qZING DETAIL C`
C0
40 0.78" 3
GLAIfNG BEAD Sash
Infestock 4
r-- ——
or 0.
05' 14
LOCK MI,2hG RAIL Reinforcement
0,
91" 0
0,
065' 6
EXTRUDED PVC BOTTOM LIFT RAIL h
of I
0.
84° oo
i-•-
0.05" i
9
GLAZING BEAD Iol 0.
79" o CD
i
EXTRUDED PVC GLAZING BEAD OA65"
oAT:.11
717493
CUSTOML3'S ORDER NO. DEPARTMENT
NAME r!!!i
ADDRESS"
CITY, STATE, ZIP'
SOLD BY CASH C.O.D. CHARGE ON. ACCT
1
MDSE. RETD. I PAID OUT
QUANTITY DESCRIPTION PRICE AM0UPdT
1
2
X4`
6
7
9
o OC
12
13
14
15
16
17
18
RECEIVED BY
A-5805
T46320a4636o KEEP THIS SLIP FOR REFERENCE