HomeMy WebLinkAbout2834 Emfire Plt.(ay.1 1 t9 t',i
CITY OF SANFORD
S BUILDING & FIRE PREVENTION
PERMIT APPLICATION
AppIiciition .Na: -• `
llocuntentcd Construction Value: S.
Job Address: historic District: Yrs No
ParcelI.D:< Residential Conlnaercial
Pylae of Work: New Addition Alteration Repair Demo Cltttnge a fisc Move
Description of Work:
REPLACE Em-(g\Z'e
Plan Review Contact Person; MEGAN CONSTABLE Title: AGENT
Phone: 352 300-3360 Fax: 352-861-7587 Email.- PERMITSPLUSLLC@GMAIL.COM
Property Owner Information
Name Phone:
Street: v1 -J E 1 1 Resident af'property? : YES
City, State Zip; 40t-L F \
Contractor Information
Name LOWES - PETER A CAFARO Phone:
352-300-3360
Street: PO BOX 781933
Fa x: 861-7587
City, State Zip: ORLANDO, FL 32878
State License No.: ,
CGC1508417
ArchitectlEngineer Information
Nance: N/A
Phone:
Street: Fax,
Cite, St, Zip: E-mail:
Bonding Company:
N/A
Mortgage Leader:
Address: Addrt!ss:
WARNING TO OWNER: Yt}U k'AILURE TO RECORD A YU'ricF OF CONiMENCEMENT MAY RESUI;l' IN YOUR .
PAYING TWICE FOR IMPROVENIFN"I'S TO YC)Ult PROPER`I"Y, A NOTICr OF CC)itl4tEtiCE%lFjV[' hI.U5i' t3k.
RECORDED AND POSTED ON TNI: JOB SITE BEFORE THE FIRST I SPECI'IC)N. IF YOU INTEND TO OBTAIN
FINANCING, COINSULT WITH YOURI,t.NDER 01It AN ATTORNEY i3F_FORE: RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to tin the work anti installations as indicated. i certify that no work or installation has
commenced prior to the issuance ora pertnit and that all work will be performed to meet standards-orall laws "regulating consdructioninthisjurisdiction. I. unde"tand that a separate permit must be secured for electrical work, plunging, signs. wells, posts.;
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FIIC105.3 Shall ba inscribed with the data of application and the code in effect as urthat slate: -5 h Edition (2414) Horida BuildingCode
t(cvised, lune 30, 2015 PCTM A;)plication
J
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 l will notify the owner of the property of the requirements of Florida Lien Law. FS 713.
The City of Sanford requires payment ora 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 Voluation 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.
a) G 4D W 111(p
SWaWcofOwner/Agent Date signalumofC or/Agent nate
ME N TABLE
Print t).%tm1A9a1's Name Pin Coattraet /Agent's game
Signature of N" -State or Florida Date sigan f oury-s lord Due
tsar
CHRISTY M GALAS
MY COMMISSIOPJ FF049697
EXPIRES S epember 29, 2017
Owner/Agent is Personally Known to Me or Contractor/Agent is "" uf'ersona I :kitawn rocMe,or
Produced ID Type of ID Produced ID t/ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building D 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:
COMMENTS:
Revised: June 30. 201 S Permit Application
Product Approval S
701 Z
Permit ##
1 6' 2 8 0 3
Project Location Address Q)S 1 —)
P
sped . y,,,-,. a
cification Form
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows R
Sin le Hun I
Horizontal Slider DATE
Casement
Double Hun
Fixed wnRaRL111 UNG DIVISION
Awning
Pass Through
A PER "ED SHALL- 135 TO BE A
T PROCEED WITH THE WORK AND NOT AS
Projected
Mullions
Wind Breaker
Dual ActionCONST!
AUTHOR TY TO VIO ER OR SE,
TECHNICAL
S NC R SHALL ISSUANCE OF A PERMIT PREVEN
THE B JILDINEREAFTER
REE)OIRINGAGORRECTIONOPERRORS IN PLANS,
UCTION OR VIOLATIONS OF THIS CODE
Other
June 2014
I. _. •t_. _ ... .. . __:
1 OCT 18 2015
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
BCIS Home Log In I User Registration Hot Topics i Submit Surcharge Stats & Facts Publications 4 FBC Staff j BCIS Site Map ( Links Search i
dbi.Product Approval
USER: Public User
P ;gdu<_t, t{pprr ..q;l P1enu > Prodj .nr_Aj jii cavi m Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 8228.7
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search RPcultc - Annlicatinnc
FL# Type Manufacturer Validated 8v Status
FLf3.228.-. Affirmation Masonite International National Accreditation & Approved
R7 FL#: FL8228.7 Management Institute
History Model: Fiberglass Side -Hinged Door Unit 804) 684-5124
Description: 6'-8" Glazed Inswing Single or Double
Door w/ or w/o Sidelites
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
PProvea y -". HPp'uvao y Uorn -— rry-- ani rax — Uy xnr — amwor 1— 11 n«r»dry.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
W Fa ZR Im
at C Iii if 6 Ali I-a[t 'y a
149" MAX. OVERALL FRAME WIDTH C7
G1G lZI4c, O o 0
SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. Q
D.L.O. - - PANEL WIDTH 37.5" MAX. ¢ O
6'-8" GLAZED DOUBLE DOOR WITH /WITHOUT SIDELITES w/AsrRACAL FRAME WIDTH ~ o cr
r-
OGENERALNOTES i O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND 'WHERE PRESSURE
Fw-
U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. - _ Lf) U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), Z
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m O
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, X Q .- Lil
cn
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), _ ¢ p =
HURRICANE PROTECTIVE SYSTEM. IS NOT REQUIRED ON w 2
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS W O _
WITH NON-IMPACT GLASS. co W
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 ® aANDSMOKEDEVELOPEDINDEXOF60PERASTME84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 '<
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. El
5, PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
O
O] W
c wiz
nnggi
oom
ayy
w o
6. PLASTICS TESTING OF LITE FRAME MATERIAL:oo
TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT WISIDELITES a a
Adkrdun IO NA1MI cn cn U1 cn
3333m
Cel k9mNo.: N(6oL o_-if, `"('(
1"n
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
REVIFM'L(
1-00odIzate, ; o
4500 HOURS XENON ARC METHOD 1 Z ?
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. U
DQ=WWD_
U a(n0 Z
J D W OHWQto
wNZa
oo
o o w
I NNOI QO
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELITE WITH SIDELITE U O] Q b
WHERE WATER INFILTRATION PERFORMANCE IS
DATE: 7/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
SHEET /j DESCRIPTION
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* ./.. scALE: N.T.S-
X 37.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 i
Dwc. BY: sws1TYPICALELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 _ -19.0 +40.0 -40.0 +55.0 -55.0 CHK. BY:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 KURT BDA P.E.
DRAWNG NO.:
OXXO 749 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 FLORIDA P.E.
High Dam Threshold Design 56533 DWG-MA-FL0162-07
SHEET 1 OF 3
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F
TEOFBURNINGASTMD650.58IN/MINOKEDSITYASTMD284353.47
TRA
ENSILE STRENGTH-
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.47
ASTM Db38 3.27 DIFF
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F
RATE OF BURNING ASTM D635 0.77 IN MIN
SMOKE DENSITY ASTM D2843 13.47
TENSILE STRENGTH- ASTM D638 7.507 DIFF
6" — SEE DETAIL —
3„ -'
6"
E,
1
3.. -11- 1
3.,
3 3
1
3
r
SEE DETAIL
I I I i I III I
6
3"—'
Q
N
J
Q
o
w
e
6"
6" 3„
6 6 — 1
3 —I r
1 ._.
3„
C 3 `E
3' — — 3"
SEE DETAIL
F..
8 x 2-1/2" #
10 x 2"
10 x 5/8"
8 x 2-1/2"
L. #
i0 x 3/4"
O #
10 x 5/8"
10 x 3/4"
10 x 2"
FRAME / DOOR
DETAIL "D" DETAIL "C"
TYPICAL
N
o a
V
a SEE DETAIL
J
Q
a
w _
o
6
EE DETAIL
C"
6"
Ln
0- w
crC)
cc
O
t-
1 O
O
w OU
Z 6 -
LuLu U
z L
O cn
Q W
Akerdo to RAMI
coot on ND: Ni 6o 69070., 1-1
Rev ewed By.
8 x 2-1/2" DaleP.6v 1' viz=in
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
DETAIL "E" ASTRAGAL
STRUCTURE DEEP ENOUGH
ATTACH ASTRAGAL RETAINER BOLT
FOR A 1.375" THROW
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL
AS SHOWN.
0.124' ANNEALED_ {
jI1IDECORATIVE
INSERT
0.0,
12 "
A LEXNNE LE I (j 24 T M
DOW 832
0.124" ANNEALED I 0124' TEMP.
1 /
Ij`1'
0.962" 1
5>"
J —
1 1
1.75 I 1 .047.• 1.375"
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD
DOW 832
EXTERIO — INTERIOR
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
16 X I-1/2 PHS
DOW 832
Daw 932 ::r -G:
XT RI R 'NT RIO
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
GATE: 1/5/07
SCALE: N. T. S.
OWG. BY: SU/S
CHK. BY:
DRAWING NO.:
DWG-MA-FLO162-07
SHEEP 2 DF 3
SEE DETAIL
C" SHT. 2
6' 6"
I3I r c c I
3:
0
o wv
CL SEE DETAIL
N "D" SHT. 2
it II I II— 6„ 6„ —I II
0w
a
AT 5-1/2" CENTERLINE.
II I
I
an
J
a
w B
I II II II II I
a
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1 " X 112" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ,ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
HARDWARF SCHFDUIF
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
t'
1. MINN 0.25"
SHIM
CL —I 1—
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25" MIN ° t. _
0.25'
SHIM
CL — (-
TYPICAL MASONRY
ANCHOR INSTALLATION
CelfifM im lb,:
Rev WI By
ate MNMW
SCALE: N.T.S.
DWG. BY: SWS
CHK. BY:
DWG-MA-FL0162-
6HEEr 3 of 3
IMPROVING HOME IMPROVEMENT
P. O. Box 781993
Orlando, Florida 32878
Phone: (407) 393-9161 Facsimile: (407) 407-393-9151
Limited Power of `Attorney
Date: \
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna
Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit
service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and
apply to: \
for a Aw\t/ permit for work to be performed at:
Lot: Blk: Sec: Twp: Rge:
Subdivision:
Address of Job:
Parcel or Altkey:
Owner of Property:
and to sign aXallthinecessary to this appointment.
Thank you fo.
Sincerely,
Anthony Cafaro III
ary State Qualifier
1508417
State of Florida
County of Orange
The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and
who did not take an oath. / // //
Sworn to and sub ed b ore me this ` day of DC 4016.
Not Pub /
My Co mission 10/21/2016 — [SEAL]
Wi GALAS
My COMMISSION=FF049697
oF F_'` EXPIRES Septelllber 29. 2017
t?D7) -98-015J PloridallotaryService.coin
REQUIRED INSPECTION SEQUENCE
REVISED: June 2014
Address:
EC ECTRICEAL PERMIT
Min Max. InsEection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ilns ecti®n Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Maxx Ins ection IlDescr i tnon
Mechanical Rough
Mechanical Final
Min I Max I Inspection Des
Gas Unde
Gas Roug
Gas Final