HomeMy WebLinkAbout148 Crown Colony WayCITY OF SANFORD PERMIT APPLICATION
I
Permit # :
Job Address:
Description of Work:
Historic District: Zoning: Value of Work: $ C-) -'
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
r
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempot'ary Pole e
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: '
Construction Type: # of Stories: Z # of Dwelling Units: / Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name &
Contractor Name &
Phone & Fax: 411 Y
Bonding Company:
Address: /
Mortgage Lender:
Address:
Architect/Engineer:
Address:
1 s - 3 a - 5(03 - Oc nn --
r-S
Contact Perso
Attach Proof of v,.nership & J.,egaI Descri ion)
Pho : 7207 ?22 -
nnh /_
L/^.3 276F Stacts-
1. en. PI
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Application
is hereby made to obtain a permit to do the work and installations as indi I if o work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of alllaws r g c truction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS, PO ACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NnTiCE:
in addition to the requirements of this permit, there may be additional restrictions applicable to this property at may be found in the public records of this
county, and there may be additional permits required from other governmental entities such ^water state agencies, or f_deral agencies. Acceptance
of mut is ve 'ficatin hat will notify t er of the property of the gn)ature
of Ow]nner/Agen . Da Qfle L
V1 '1 t e L( `ern Print Owner/
Agent's Name Of111 C/
zt6o. Signature of
Notary -St to o orida Date Owner/Agent
is t/ Petsonally Known to Me or ProdUced ID
APPLICATION APPROVED
BY: Bldg—i Zoning: naate) (Initial &
Date) Special Conditions:
7111 197do
J240
D to
t Agent'
s
Name DEBBIE BLANTON
MY COMMISSION #
DD 188491 Contra toY;
EXlp1RESSr apybrAfFL Notary DiscountAssoc. Co. Utilities: I--D:
Initial & Date) (Initial &
Date
Permit Number
Parcel Identlficatlo Number / yANNE NDR , CLERK OF CIRCUIT COURT
I Prepared by: f l I 11 S 1 CJ+IO CcS IN(lLE Ct)UNTY
3 7 l7r Z
It
BK 05523 PIS; 1689
CLERK S 0 2004280171
RECIl DED 11/22/M 10131123 AN
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Return to: SL Yh tan Jf ffi* 6 FEES 0.00
Ck lZ Ccft RED)RDED BY S O Kell•yj ;
CLRTIFIED' COPY MARYANNE
MORSE Sct
f CLERK OF CIRCUIT COURT NOTICE
OF COMMENCEMENT SE CM, FLORIDA State
of ire 6Y UTY
CLERK County
of a lira r '.,•NQV
n 2004 , TheundersignedherebygivesnoticethatImprovement(s) will be made to certain real property, end In accoidsnce withChapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1.
Descript on of property (legal description of the property, and street address if available) lceIhY16'Ly L f
3s CfU6c,r C'QisKy cs-(/Waw ./'013 6 7 /.o. 2. GeneraldescriptionofImprovement(s) 0 76 - K Clt^
P -io, ,1t7 Yt( UOer it/,('7. 3. Owner
Information Name ` pe
G AI461" J1aTelephone Number i¢drfssirdol, Ca ON (jc Fax Number `7 22 —'
G r -Ar
2
LPIP Interest in Property, 4. FeeSimpleTitleHotdotherthanownershownabove) 007 Name Address
Telephone
Number Fax Number
5. Contractor
Name /- Ck
ef' % bd'q T c Address 71
yt ,(i 0Icj Cif t3. surety (
if any)/ Name Address
7.
Lender (
if any) Name Address
Sfsp/
FL &
z '>08 Telephone Number %
7 4/1 FaxNumber
Il67 6, 9G - 73TG Telephone Number
Fax Number
Amount of
bond $ Telephone Number
Fax Number
t3. Persons
within
the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedby §713.13(1)( Name a)7., Florida Statutes, Address Telephone
Number Fax Number
9. In
addition to himself or herself, Owner designates the following provided in §713.13(1)(b), to receive a copy of the Lienor's Notice as Florida Statutes. Name AddressTelephone
Number Fax Number
10. Exptritton
date
of notice of commencement (the expiration date is one year from the date of recording less adifferentdateIsspecified): Date Igned
S enature
of Owner LWj. er §713.13 1 must sign ...and no one else may be pe(rmlttedoo sign In SThT :'`y
Covr-y ' Sit,"t„/°i his or her stead." Sworn to
and subscribefi before me this '' .,,,. 2itca,a .. ,,,- who Is
as Ider
known tome of r/
rIRy2 20 !7_/ by procuced
Vlsiit4.
layry
Signature of
Notary (notartat eat to appear Pp arbelow) Form Revised:
12/00 for 19 to 20 rf*, Paf1u4 C ]qQ]yr CamMWOU 0 DD0IMNOVHrpimd1
Z005
OFF, o
UpMTE® POWER OF ATTORNEY
1 -Th 6 can , fv.. or opanM•
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awmrmmtpNbntNdaft #0 faaftn bW dam bed and fps 94p my nano and do al MW
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ON" Lb+ 391 CrWn &1614V S(-bdr UlSrow
TOWN* 7 i3 b I PV 76 = 78
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n+ or riw M vieduo IRYANT
K ROBINSON r
MY COMMISSION # DD 269995 EXPIRES
S: November 25 i
td lMr
Azarian/R. Smith Residence
148 Crown Colony Way
FL 32708rl
Opening will meet 35 PSF +/- requirement
Replace front entry door unit. CA s.
Ab <;,_
Y M
7
NAN YA PLASTICS CORPORATION / PLASTPRO, INC.
DISTINCTION FIBERGLASS DOOR
PRODUCT APPROVAL TEST RESULTS
INSWING: Opaque and Glazed
Max Door Size: 690" x 6'8"
DESIGN PRESSURES
OPAQUE
Desc,= nti_on,
Double
Door Size
4'0" 6'8"
P_ress res Draw # Description
GLAZED
Doorr._Sin Pressures
Double 4•g"
x
x 6'
8" 74 -82
60
gyro
99-08
Double 4'0„ x 628„ 7---
Double S'0" x 6'8" 60 46 99-08
Double
Double
4'8" x 618" 64 -64
Double 5'4" x 618". 56 .61 99-08
5'0" x 618" 60 .60
Double 6'0" x 618" 50 -55 99-08DoubleDouble
S'4"
6'0"
x 6'8" 56 -56
x 6'8" 50 -SO
Configuration: XX
TESTS
Drawina #
99-06
99-06
99-06
99-06
99-06
Teat Deseriodeo Teo Certitjdng Florida EngineerASTM &330.90 T-- T—eat_ - ReoortN and Lieease NumberGEMStaticNationalCertifiedTestingEab10/03/1997 210.1993 Barry PonrtncyAAMA1302.5 Fa=d Entry National Certified Tasting Lab 10/03/1997 16258
210-1993 gay PortnoyE283-91 Air Infiltration National Certified T
1/
i
Testing [.eb 1QI03/1997 210.1993 g;; pm wASTME331-96 Water Natlonal Certified Testing Lab 56/1997 210-1993PenetradanOrlando_ Finrids A.,A. 1.w-_ _
Product Acceptance/Label No: DDI-224
Nan Ya Plastics Corporation / Plestpro, Inc. 9 Peach Trce Hill Road, Livingston, N.J. 07039 i -300-779-056 1
Barry Portnoy
FE-a *s'1!i'I 1•
FINAL AN[:HOIt1Nc Ut w wuuu rrrwwt ur ru r u x e b
DOUBLE nimms UNIT
PRODUCT ACCMrANCE No.: OW224
s'
fig•
A- ACTAK
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8
O O
ES
7 • on UNWloUVMIL
B' .Arcs D8TA7L . "C- LAMP DBTAlL
PL
UNE
D" AsrRAcwL PLAra SEE
w,urK,ulols - .
a/w cnwa
Product Acceptance No: DDI-2U
size ep to CO s 61 • k-Wbg (wood jw* C-4-mim p(
CO 41 YO 5•4 6.0
Double Opogw +74 -82 +64 -70 +60 .66 436 41 ' +w -53
per ,.y +74 -74 464 -64 +60 -0 +.56 -56 +30-50
Door don to meet Mmik bnp d) 4 .
Test/ 210-2024. 210-1993 W b: Nw Ye Pbwks/ Abm#o 13v4sim' 141 WM39 . .
i
NATIONAL CERTIFIED TESTING LABORATORIES
1464 GEMINI BOULEVARD - ORLANDO, FLORIDA 32837
PHONE (407) 240.1356 - FAX (407) 240-8882
Date: July 19,1999
Test Dales: Apri11,1999, March 17, 1999
DC Not. No.: 98010
Report No.: * NCTL-210-2024-1,2,3
NCTL Certification No.: 98-0430.01
Plastpro Inc.
9 Peach Tree Hill Road
Livingston, NJ 07039
Phone 973.994.7702
TeW Conducted: PA 202 (with no deviations)
Design Pressures - Specimens.) & 2
Specimen 3
1) DESCRIP7['ION OF SERIES:
Facsimile 973.994.7701
Outswing
Inswing
50.0 psf. - 50.0 psf.
50.0 psf. - 50.0 psf.
Modd Desifenation — Distinction Series Fiberglass Door Opaque Embossed— as per drawing No. 99-08
Sheets 1 through 4.
Qvera113ize - Specimens 1 & 2 74.3125" wide x 80.625" high x 4.5T' deep. (Outswing)
Specimen 3 74,3125" wide x 81.375" high x 4.5T' deep. (Inswing)
Confisruration - XX
No. & Sim of Doors -
Specimens 1 & 2 (Outswing) (1) active 35.75" wide x 79.25" high x 1.75" thick
1) inactive with astragal 36.75" wide x 79,25" high x 1.75" thick
Specimen 3 - (inswing) (1) active - 35.75" wide x 79.25" high x 1.75" thick
1) inactive with astragal 36.75"wide x 79.25" high x 1.75" thick
2) MATERIAL CHARACTERISTICS:
Fram4 and ft r M&12[W - Finger jointed pine jambs and fiberglass panels over a urethane core.
F!e CgW=5tion - The head jambs and side jambs are finger jointed pine measuring 4.5625" x 1.25"
kerfed to receive weather-stripping (drawing No. 99-09, sheet 4 of 4). The head and jambs are mortised,
butted and joined Using (3) .4375" crown x 2" long x 0.086" diameter wire staples. Specimens 1 and 2 were
tested with an outswing aluminum bump threshold measuring 4.625" deep x 1.0" high (drawing No.
FROFESS/ONAIS IN THE SCIENCE OF. TESTING
7 P-0 r .
Par; ors Plndm lac
Rgpoit No. NCM 210d024-1,2,3
99-08 sheet 4 of 4). Specimen 3 was tested with an aluminum Schlegel series 5000 Hydrosill inswing
threshold measuring 4.625" deep x 2.75" high (drawing No. 99-09 sheet 4 of 4). The aluminum astragal was
attached to the inactive panel with twelve (12) #12 x 1/2" pan head screws, four (4) at each end 1" apart and
the other four (4) equally spaced between. One (1) integral flush bolt (with thumb actuator) IS" in length
providing a 2" throw was located at each end of the astragal contained within an extruded aluminum
reinforcing block measuring 14.5" long.
Panel Construction —.Each panel is constructed from 0.090" thick fiberglass skins. The interior cavity of
each door is filled with rigid polyurethane. The vertical edges of the slab consist of glued interlocking
fiberglass joints (drawing No. 99-08 sheet 3 of 4 horizontal cross section). The horizontal edges consist of
the fiberglass skin glued to the wood block at top and to the rigid PVC foam insert at bottom (drawing No.
99-08 sheet 2 of 4 vertical cross section). The top rail was constructed from mahogany WCA 20 (drawing
No. 99-08 sheet 2 of 4). The bottom rail was constructed from PVC foam PAS73 (drawing No. 99-08 sheet
2 of 4). A reinforcing wood "lock blocle' measuring 2.362" wide x l .57" thick x 20.0" long was used to
reinforce lock area.
Waling:
Glazing Method — N/A
DavUgbt Ownin - N/A
Weather-strinDing - Schlegel Q-Lon, QDS 650 Compression (1) row header, (1) row sill
1) row length of each leg jamb, (1) row length of astragal (drawing No. 99-09 sheet
2 of 4 and sheet 3 of 4).
Schlegel Q-Lon foam pad (1) @ each corner of jamb @ threshold.
Hardware - Specimens 1, 2 8t 3 (1) Harlock 101 SL - Passage Qa 45.5" from top of panel
1) Harlock 820 SGD - Deadbolt ® 40.0" from top of panel
6) 4" butt type hinge three (3) each panel @ (see drawing no. 99-08,
sheet I of 4) for locations.
Weenholes - None
Muntins - None
einforcemgnt - None
Sea a tln - Latex caulking as needed to seal unit into rough opening.
v
Pap 3 of $ Pleelpro lnc.
Report No. NCPL 210.2024.1"
Additional Description
AU specimens were installed in a wood test buck.
All specimens were tested to PA 202 with no deviations.
3) INSTALLATION:
Screws and Method of Attachm'nt -
Specimens 1, 2 dt 3
24 - # 10 x 3" flat head phillips wood screws, used to fasten frame to the wood test buck.
see drawing no. 99-08, sheet 1 of 4 for anchor locations)
Sill - (6) # 10 x 3"
Header - (6) # 10 x 3"
Jambs - (6) # 10 x 3" per exterior side jamb
Test Results:
Test Sequence: PA 202 D fi"
1. Air Infiltration
2.- 75 MPH (with secondary locks disengaged)
3. !4 Test Pressure Positive
4. % Test Pressure Negative
5. Design Pressure Positive
6. Design Pressure Negative
7. Water InShration Positive Direction
8. Full Test pressure Positive
9. Full Test Pressure Negative
10. Forced Entry
on Gams Set At Xs
A
O
O
B
X
Deflection was measured with (2) shad encoder -digital deflection dial indicators.
MEPMN 1 (OUTSWING)
Air bfihration Tests were conducted in accordance with DCBCCD PA 202-94
Air at 1.57 psf Actual Allowable
Specim -1 Outswing cfmlRZ .34 CFM/F'I'
7l l f
X
Pop 4 of8 rhdpro lac
Report No. NCTL310.1024-IA3
SDecimen 1 Cont.
SINGLE ACTION LOCIONG / CLOSING PROCEDURE: (Test conducted with single lock engaged)
Uniform Load Structural
30 second load duration
No apparent damage
14.4 psf (positive) = 75 mph
14.4 psf (positive) = 75 mph
WATER INFILTRATION TESTS
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94
Single action locking / closing procedure
15% of 75 MPH WTP=2.16 psf positive
15% of 50 PSF WTP=7.50 psf positive
Fifteen (15) minute duration Passed — No Entry
Fifteen (15) minute duration Passed — No Entry
Static Tests were conducted in accordance with DCBCCD PA 202-94
Design Loads + 50.0 psf, - 50.0 psf. Specimen 1 (00tawing)
Range of test time actual load deflection perm. set
Positive loads seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 30 75.0 0.056" 0.002" (panel)
Range of test time actual load deflection perm. set
Negative loads seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 30 75.0 0.419" 0.129" (panel)
Active Door Panel - Max. allowable permanent set after test pressure (0.4% of 79.25" span) = 0.31T'
1; 75 Mph test performed with single latch engaged.
1/2 Test, Design and Test were performed with all locks engaged.
Forced Entry 'Test was conducted in accordance with DCBCCD PA 202-94
S im Mize (active p(1Time
Specimen 1 35.75" wide x 79.25" high 30 seconds (Door remained locked & shut)
N • Active door panel ' ed aged and was operable before and after all tests.
Page 5 of 8 ftwom hm
RepatNo. NCf1.210.=4.1,1,3
SPECEViEN 2 (OUTSWING)
Air hfiltration Tests were. conducted in accordance with DCBCCD PA 202-94
Air at 1.57 psf Actual Allow
Specimen 2 Outswing .0 cfin/fl2 .34 CFMIM
SINGLE ACTION IAXIMG / CLOSING PROCEDURE: (Test conducted with single lock engaged)
Uniform Load Struchual
30 second load duration
No apparent damage
14.4 psf (positive) = 75 mph
14.4 psf (positive) = 75 mph
WATER VTI+'II.TRATION TESTS
Water MItration Test was conducted in accordance with DCBCCD PA 202 — 94
Single action locking / closing procedure
15% of 75 MPH WTP=2.16 psf positive
15% of 50 PSF WTP=7.50 psf positive
STATIC AIR PRESSURE TESTS
Fifteen (15) minute duration Passed — No Entry
Fifteen (15) minute duration Passed — No Entry
Static Tests were conducted in aocordance with DCBCCD PA 202-94
Design Loads + 50.0 psf, - 50.0 psE Specimen 2 (eubwing)
Range of test time actual load deflection
Positive loads (seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 30 75.0 0.021"
Range of test time actual load . deflection
Negative loads (seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 34 75.0 0.499"
0.001" (panel)
Perm. set
0.121- (panel)
Active Door Panel - Max. allowable permanent set after test pressure (0.4°/u of 79,25" span) = 0.317"
Note: 75 Mph test perfonned with single latch engaged.
1/2 Test, Design Tea ere rm with all locks engaged.
I
Pw 6 of 8
Repot No.
Pladpro lac
NCM 210.20241,%3
SSnesimen 2 Cont.
Forced Entry Test was conducted is accordance with DCBCCD PA 202-94
U99i Size active vanel) Time
Specimen 2 35.75" wide x 79.25" high 30 seconds
Result
Door remained locked dt shut)
NOTE: Active door panel remained engaged and was operable before and after all tests.
SPECIMEN 3 (INSWING)
i
AIR IBM— TRATION
Air Infiltration Tests were conducted in accordant with DCBCCD PA 202-94
Air at 1.57 psf Actual Allowable
Specimen 3 ins' ing .06 cf n/ft= .34 CFM/FT2
1
SINGLE ACTION IACKING / CLOSING PROCEDURE: (Test conducted with single lock engaged)
Uniform Load S
I
c tural 14.4 psf (positive) = 75 mph
30 second load duration 14.4 psf (positive) = 75 mph
No apparent damage
WATER INFILTRATION TESTS
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94
Single action looking / closing procedure
159/9 of 75 MPH WTP = 2.16 psf positive
15% of 19 PSF WTP = 2.96 psf positive
07'po47 ftIN10
Fifteen (15) minute duration Passed — No Entry
Fifteen (15) minute duration Passed — No Entry
Vagp 7 of & "Mom bM
Repoli No, NCTL ZlaZoaA-1"
Specimen 3 Cont.
Static Tests were conducted in accordance with DCBCCD PA 202-94
Design Loads + 50.0 psf, - 50.0 psf. Specimen 3 (Inswing)
Range of test time actual load deflection perm. set
Positive loads (seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 30 75.0 0.516" 0.119" (panel)
Range of test time actual load deflection perm. set
Negative loads (seconds) psf
1/2 Test 30 37.5
Design 30 50.0
Test 30 75.0 0.02T' 0.002" (panel)
Active Door Panel - Max. allowable permanent set after test pressure (0.40/9 of 79.25" span) = 0.317'
Note: 75 Mph test performed with single latch engaged.
1/2 Test, Design and Test were performed with all locks engaged.
FORCED ENTRY TEST
Forced Entry Test was conducted in accordance with DCBCCD PA 202-94
imen Size (active Renal) Time AMR
Specimen 3 35.75" wide x 79.25" high 30 seconds Door remained locked & shut)
NOTE: Active door panel remained engaged and was operable before and after all tests.
Submittal drawing No. 99-09, sheets lthrough 4 marked with the NCTL stamp are a part of this report.
The results obtained and reported apply only to the specimens tested
Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads.
the film was used in a manner that did not influence the test results.
ip s ors FhwVM mc.
Repod No, NCTL 1101024-1,1,3
Remarks: Detailed drawings were available for laboratory records and comparison to the test specimens
at the time of this report. A copy of this report along with represetrtative sections of the test
specimen will be retained by NCTL for a period of ten(l0) years. The results obtained apply
only to the specimens tested.
This test report does not constitute certification of this product, but only that the. above test
results were obtained using the designated test methods and they indicate compliance with
the performance requirements (paragraphs as Ustod) of the above referenced specifications.
National Certified Testing Laboratories assumes that all information provided by the client
is accuMe and that the physical and chemical properties of the components are as stated by
the manActurer.
Mr. Lon Huang - Plastpro, Inc.
Dade CouMy Witness: Not present
All Tests Certified and Witnessed by:
Barry Portnoy, P.E.
Michael Lane, NCTL
John Williams, NCTL
David Yahner, NCTL
INC.
U, LANE
Manager
TESTING
cc: Plastpro,Inc. (2)
Barry Portnoy (1)
File
Barry D. Portnoy, P.E.
No. 16258
State of Florida