HomeMy WebLinkAbout310 Beverly Ct (2)10-27-1995 2:14PM f - Kurt
CITY OF SANFORD P "11T APPLICATION
'D=it No.:
Jeb Address: 310 BEVERLY COURT
Date:
-Lk -v
_ MAY 27,2003 _
Permit Type: XX Building Electrical _ Nlecbanical -- Plumbing Fire AlaraVSprinkler
Description of Work; _
i
Additional fnformatioa for ElectricVl & Plumbiug Permits
.Electrical: AdditioniAlteration _Change of Service _Temporary Pole ___New AMP Senior (Ir of AMPS
PlumbingMesidentiat: _Addition/Altcration New Construction (One Closet Plus __.additional)
Plumbing/Commercial: Number of Fixtures Number of \Vater & Scwer Drainage Lincs Number of Gas Lines
Occupancy Type: %Residential _Commercial _ Industriai Total Sq Ftg: _ Value of Work: S 9087.00
Type of Construction:
Parcel No.: 10-20-30-501-0000-0240 _ (Attach Proof of Dwnerihip & Legal Description)
Owner/Address.'Phone: J[JD7TA [`RTMRS X10 x��T e.uunWn F . 327'-.3
Flood zone: Number of Stories:_ Number of Dwelling Units:
Contractor/Address/Phone:JOHN L WEIS 2529 SILVER STAR ROAD ORLANDO, E —3280"07-29-1-7778
State License Number: CGC 003565
Contact Person: JOHN L. WEIS Phone & Fax Number: PH 407-29177778 EU 407-291-8818
Title Holder (If ,ether thin Owner); N/A
Address:
Bonding Company:
Address:
Mortgage Lende::_
Address:
N/A
Architect/Engineer N1A _ Phone No.:
Address:
Fax No.;
Application is hereby made to obtain a permit to do the work and instahations 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 tais jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS,
?OILS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDQAV7T: I certify that all of the foregoing information is accurate and that al) work will be done in complianc. with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUIt FAILURE TO RECORD A NOTICE OF
COMMENCEMLN'I MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
T T END TO OBTAIN FTNANCTNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
?NOTICE OF COMNJENCEMENT.
NOTICE: Ln addition to the requirements of this permit, there mny be additional restrictions applicable to this t:rop�-bm that may be
found in the public records of this county, and there may be additional permits required from other governmental ertittes 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 L' Law, FS 713.
�oofg' Date t �'o3�on for/Agent 3 Date
JOHN L. WEIS
Print (7vmer%AQetlt'S_NttnfC Print ContracPor/,Aent'_Ikme
....... �.� ........�� _...... .....r....... a -d3
.Sag a; =5 ifilPhi��D0181 1e t., _F 345 Date
Expires 1/30/2007 Rvow-
0�
Expires 1/30/2007
Bores throughan Bonded through
NOp.43242yt) Florida Notary Assn.. bra.400 4A2i�4) Florida Notary Assn., Inc.
p..N.....N..N......N......NH..N...M.. N..N....N...........1n.....N.....N.N....
Owner/Agent is Pcrsenally Known w lvle or Contractor'Agent is _ Personally Known to Mc or
_ Produced ID Produced ID
APPLICATION APPROVED BY: Date: �1 3
Special Conditions _—_„„_
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
PARCEL DETAIL
' �' " t ``1 0 �'
I
_
co
ScminiAr Cott nt.
c%rrrutr,
.
—I
2003 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 10-20-30-501-0000-0240 Tax District: S1-SANFORD
Depreciated Bldg Value: $69,429
Owner: GRIMES JUDITH R Exemptions: 00 -HOMESTEAD
Depreciated EXFT Value: $0
Address: 310 BEVERLY CT
Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 310 BEVERLY CT SANFORD 32773
Just/Market Value: $83,429
Subdivision Name: GROVEVIEW VILLAGE
Assessed Value (SOH): $74,317
Dor: 01 -SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $49,317
SALES
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 05/2000 03864 0826 $80,000 Improved
CORRECTIVE DEED 06/2000 03864 0824 $100 Improved
SPECIAL WARRANTY DEED 01/2000 03796 1127 $61,400 Improved
SPECIAL WARRANTY DEED 11/1999 03754 1997 $100 Improved
CERTIFICATE OF TITLE 09/1999 03720 1078 $100 Improved
2002 VALUE SUMMARY
WARRANTY DEED 05/1997 03248 1744 $70,000 Improved
2002 Tax Bill Amount: $1,007
WARRANTY DEED 05/1997 03248 1743 $52,000 Improved
2002 Taxable Value: $47,575
SPECIAL WARRANTY DEED 04/1997 03248 1741 $50,100 Improved
SPECIAL WARRANTY DEED 06/1996 03130 1327 $100 Improved
CERTIFICATE OF TITLE 06/1996 03092 0232 $100 Improved
WARRANTY DEED 06/1991 02311 0801 $65,000 Improved
WARRANTY DEED 12/1980 01310 0447 $45,200 Improved
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LEG LOT 24 GROVEVIEW VILLAGE PB 19 PGS 4
LOT 0 0 1.000 14,000.00 $14,000
TO 6
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1980 6 1,851 1,284 CONC BLOCK S69,429 $76,296
Appendage / Sgft GARAGE FINISHED / 540
Appendage / Sgft OPEN PORCH FINISHED / 27
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/weblre_web.seminole_county_title?parcel=10203050100000240&... 6/9/2003
Itlll'I' rlllrlltl?.it .
Parcel IIIP1l licaliun t 11nn1,e1 10-20-30-501-0000-0240
f lep'llel.l hy:
L'Ill: W1NI,OW 1.'ItO;, OF F1.0R11►A
fRelunl hr.OF
51 1,V[ -',R STAR IttlAD
(MI,AMIm, FI -01111)A 32t104
(1107) 291-77711
NUTIGF: U1= CUMIVILI•ICE-MCIJ1•
Slale of F LURA PA
�;rrl I NUI.r •
Cuilnly of -- -= --�- _=-
I lost L"an "ISO &wo•nt.Map 0011811 am N n•w aMISM—•w
MORSE, CLERK OF CIRCUIT COURT
49 PG 1301
5 N 2003094267
06/11114/8M3 IRs 1�s33 RIM .
`Mold d�sl JUN 0 4 2003
BY M Nol
CERTIFIED COPY
MARYAN14E MORSE
CLERK OF CIRCUIT COURT
MMI LE COUNTY. FLORIOA
pW;o f M F"
Tile IrrHIPISlyned heleby crl'v.es rlullce that Inllnoverllenl(s) will he Irlatle lu cellaln real Inuperly, and In acmd,111ce will►
Chapter i 13, f Iulida 5lalllles,IIIe lullowirlp infurrnaliull is Inr,vitlerl ill this I lulice Uf Cunmlenr:enlenl.
I. lauscllpflon ul-lnu"pelly (loyal desclillliun of IIIP Illulrelly, and slleel @00less ifavailable)
LEG LOT 24 GROVEVIEW VILLAGE PB 19 PGS 4 TO 6
?. Uunulal dusl;lll1llrin ul In 11)1ovurnen1(s)
Ir l rlunll r;l:rl..At��.�l�ra l�
3. Uwn1t1 inlulnraliu11 -
I I Inm JUDITH GRIMES TP11,01pne Number 407-330-4789
M111ress 310 BEVERLY COURT 17 ax Ilnnlher
SANFORD, FL. 32773 InlelPsl Ill Plopelly:
-I. f'eu Sinlllle l ills 11Ulder (if unlet Illan owner 51lowrl alluve)
M-11119
nlbhess N/A Telephone I•1un11!er
r'ar. ► lunlhPr
I 10111 7'llr Wlttl)uW l'ItO�, 01 F1.UR11►A Ielnl,liullellurrrher
(� Addi p3s 111
7-Z91-7779
Z.�l_9 SI. NIAI STAR ROAD 1=;�r.11unll,er i,U7—Z91.-t1A.l[1
01MANDO, FI.. 32804
1j. Sluply (if ally)
I.Inme .. Telephone Ilulnller-
Al101ess N/A FIX I•Irinlher
Amount of (,01111
7. I.cInllul (it ally)
I lame Telel 11Hnle. I lorllller
nllrlless N/A Fox I limber '
I?. I'alsons willlill the.Slale of rimida deslpnaled by Owner (iron whom nulir..es or (Aller d(cumplits rilay I)e SPI-ved
as I'll." iced by 7 13, 13(I)(a)7, 1=10110a Slalules.
(•1:711le Telellllr)IIP. I Iu1IILler
ndlll P.55 I mx I`111111her
r
4►. In adrliliul► lU.11inlsplf or Ilelsplr, Owmer desiynales lite folluwiny 10 leceive a uIpy Uf the Lienc,r's I lolice as
(n1n�i11ell ill 7 13. 13(1)(1)), 1:1010a Slalules.
I la111P TPIeI11ronP 1,111111 lel.
/Address rax mumiler
W. F),pirallun (kite of nolic:o ul cullllllelluelllell! (IIIP P-Xpilalloll dale is "IIP. year f1u111 Ille dale ur 1prnl�lillg unlo��
dilrelenl dale is sl,ecilied):
9 -03
too
L):11r� Slgnrr.l gnalule nl Ownrar-.^, -. eo17 .13 1 r '. r e1 nrilleJ to sl�n in
Iris 171 her slerlrl."
10) ;11111 sIII)SI 1.1 cl 1lefure Ane Allis�/'%
-- clay of — , ?O
_ '-lJ.���--_.--- — • ......»„ ) Is f lelsonally
I:nuwn lo me UIZ __— — Inrr11u1:e11 a mmission9DD01s134a
II OR, do d dwough
Fa?WO
p¢pp�ull15�U
HNW>OpmU2
288PZZ.<V))
a u�a>aw��0,6
p pN°Lp0Z~mUp
`F� N
Z a I- W z l0 J W O Z U
o wWz��u�r(I
>F a:Ucr
t- 1-
(r w�ar - Ow az7
L WWMz
a CLLOp�1~.; w ~
NLL�p<Q�V pr
o w::)X ioUzwta
uwiwt 3U>a�°I-
WUZWZODIZO
IUOI<xowo
haUF-UdNpp 9
9
,BAf,P,1 9PfW
/o
419 -aOIQ,9D1W
t�itl•Y �GrrC.�E'N
,-Y fi'F+'- C�
�i.�O,eet�M
4014vo,k 4rzve--'l= cc co
2�ry
r Of ol7-4
3/0 AG��450- ZX l2u.G r
INf IALLAIIDII ANCHOR
3/16• DIA. IAPCDII
MIMIC OP
FI(11HERS; P
kY OTHE\
EXTEP.IOP. FINISH
//— BY OTHERS
/
—�— e
1/4• SHIM
e
SPACE MAX._
I I%i" Hill :TIFF DMCIII
1 1,
—, a
:HIR ASI.E011).
'SEC HDIES,
SILL SIMM.
BY D7f{PS
E"EIr
:'CIALL41:2II =
3/IC' L:4. i
C., _' REIMI.: I.:tiv...
PEP114EIEP
CAULK by
DINER; VINDDV
HEIGHT
F X T FRIfIP
SECTION A—A
-CAST SILL
OTHERS
WINDOW VIDIN
A
A C
j WIHDDv
G HEIGHT
B I D
Lo A
OX & XO ELEVATION
VIEWED FROM EXTERIOR
WINDOW WIDTH
A
A E J C
G / H VINDDV
HEIGHT
B FI K D
L� A
0X0 ELEVATION
VIEV:ED FROM EXTERIOR
1 114' HDI. EMBEDMEIIT
SHIM AS
:SEC fID1ES•
ES -
III;TALLATIDII ANCHOR
3:16' DIA. IAPCON
Y �^ CONCRETE OP MASONR'(
BT DIHCPS
V
s /
AAA
EXTERIOR. —'
PERIMETER. CAULI;—'
EXTERIOR fI111SH .�
BF DIHERS
--mVINDDV WIDTH 1/4' SHIM
SPACE IIAX.
SECTION B—B
NOTts:
1) SHIM AS REO'D. AT EACH HISIALLAT1011 ANCHOR W/ LOAD BEARIIG SIIIU. MAX.
ALLOWABLE SHIM STACK 10 BE 1!I". USE SHIUS WHERE SPACE GREATER THAN 1/16"
IS PRESENT.
2) WINDOW FRAME MATERIAL POLY VRilt CHLORIDE.
3) 3/16' DIA. IAPCON INSTALLATION MICHOR MUST BE OF SUFFICIENT LTM. 10 ACMEVE MRI.
EMBEDMENT OF 1-1/4- INTO MASONRY OP. CDNCREIE.
A) LETTER DESIGNAIIOIIS ON THE TAPCOII LOCAIIDN CHART INDICATE WHERE CONCRETE
SCREW ANCHORS ARE 10 BE INSTALLED WHEN USIfIC THE EXTERIOR ELEVATION AS A
KEY.
5) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR CONCRETE SCREW ANCHOR SHOULD
BE FILLED WITH /B SCREWS OF SUFFICIENT LTH. 10 PROVIDE MITI. 5/6 IN. EMBEDMENT
INTO SUBSTRATE. INSTALLATION MICHORS. WHETHER TAPCONS OR /B SCREWS. 10 BE
6- FROM EIID MAX. AND 24- O.C. MAX.
6) CAULK SEMND WIIIDOw FLANGE Al SILL WITH LAZES CAULK.
7)USE LATEX CAULK OR EOUNALENI FOR PEP.IMCIEP SEAL AROUND EXTERIOR DF WINDOW.
B) IF EXACT WINDOW SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUANIRY LISTED
WITH NEXT LARGER SIZE. FOR THE APPP.OPP,NIE DESIGII PRESSURE REO'D.
4) CLASS THICKNESS MAY VARY PEP. TME REOUIREMENIS OF AS1M E1300 GLASS CHARTS.
INSULAIING GLASS IS SH/?011. SINGLE CLA21NG ALSO OUALIFIED.
10) INSIALLATK)H AS STATED HEP.EIN COMPLIES WITH THE FLORIDA BUILDING CODE. DESIGN
PRESSURE CAPACITY OF WINDOW @ RISIALLA110N IS 70 PSF.
AIALNUFA(,.,r><i>F:> > fiA•li F: T
c
NAC -i' J9R F 11.F #
WINDOW PROS
SEP.IES DS INSTALLATION DETAILS
DIRECT TD MAS014P.Y
NANUEL MARTINEZ ""` BB o"c' 3/28/02
DIS[IPLUS-
��
CIVIL S[.L[' N.I.S. evc'pRFLUS0013
F.. etc w 47162 etv 1nrt+� S1(E1.
_- 1 OF 2
-'O .... -"I Itt. K' IP.. III. "t-- w., MI[ -. 4---...P1M k1'1 - ..1 M -.Mf - N' M-...
TA P .-Oil L'? ,TI01'1 CH.IP.T
`1VIilDOW
`:Vli lC!�I-V
:V.=.nTITt III
IJ411TITi Ito
,I_c-
HEI -'D &' SILL
EACH JAMB
_ F'.-.1.1 EL
OP 1.7 +0 P37
OF TO 10 PEF
OF 10 10 G5F
til- Ii! W xr
73 n 37
GH
E.f.J.r:
A,B C.0
G!I
36
A,6 r.0
v11
EF.!:p.
i•.H
73x 61
td `
+-B.CD
yll
.1 '
,H
79 !. 37
+' .S
...BCD
.:.H
+i
:.8 r.0
4.H
E.F.J.X
4H
73 x 5.
1� > of
=B.00
cH
E.F.J,1:
G.H
G.H
E F J.K '
G.H
:i ��
I E.F,J.9
t•.H
ES x +;
A. t A
A.e.CO
GJI
19 % . i
?..B.C.O
611
+9 :. ci
♦B.C.O
GJI
EI..J.K
6.C.0
G.H
K
G.H
91 X 37
E. F, 1,A
e.B.C.O
G.n
=+ : +9
A.e.C.O
c.F1
5+ ;5
-..B.C.O
GH
5+ r 61
A..e.C..
G.H
a+ -. ,e
. C."
.H
50 x 37
A,a C.D
G.H
60 :
+,B.C.O
G H
20 't ;9
+.B.C.O
G.H
Z -1x 1_5
=B.C.O
GJI
e0 X c t
A.B.C.O
G.H
57
e C.0
GH
d6
Aa C.O
,.H
96 .t +3
.:.a.C.O
G.H
do .y
:.e C.0
•:.H
-.6.C.0.E.F
•: H
103 X 55
u6 et
4B.C.0
GA
.A.e.C.O.E.F
4.11
4.H
-
+.a.C,O
103 . 37
' •.: 3
A6 C.0
G.H
'
".11
109 X +9
Si
A_6.C.p
gH
A.B.C.O.EF
C.
109 X 61
_
--73
r C,
GJI
X �7
A. .G.
V H
!3 .13
A.B.C.O
4.H
3 ; +�
;.e �.o
H
A..B.C.O.0 F.J.K
4.1
Gm
7,
4.H
A,OJ:.O.E.F.ix
A.6 CO
110 x 1:.2 1A.0
TAPC01-1 LOCAT1 11 CH.L.F.T
`1VIilDOW
)!J�IITITf Ili
'JO iITITi IN
JIL.E
P-1 IEL
OF 10 10 G5F
til- Ii! W xr
73 n 37
73 x +3
E.f.J.r:
G.n
X �3
EF.J.r.
G.H
73 X 5
EF.!:p.
i•.H
73x 61
E.F,J.F:
7.H
.1 '
,H
79 !. 37
E.f.J.A
G.ii
79 X +3
E.F.J.K
,11
75 X 39
E.F.J.X
4H
73 x 5.
E.F..I,A
GJi
79 X 61
E.F.J,1:
G.H
79 X d2
E F J.K '
G.H
:i ��
I E.F,J.9
t•.H
ES x +;
E.F,J.K
G H
85 6.19
93 :< SiE.F.J.K
G.H
85 x CI
EI..J.K
G11
at < 62
K
G.H
91 X 37
E. F, 1,A
G.H
91 x 13
E.F.J.A
GH
91 X 19
E.F. J.K
G.H
91 x 55
EF,J.A
G.H
91 x 61
E.F,J.r..
;.H
• 1 x e'
C.11
97 :: 37
E.F.J.K
GH
97 x. 13
EF.LK
;m
97 x 19
ZF.J.A
G.H
97 x 55
;Js.C.D.E.F.J.F.
G.H
y7 Y. of
A,e.CO.E.F.J.F:
GH
97 :: 62
A.6.C.O.EF.I.K
(;.H
1 X .
F:
.J.1'
%,
103 x 43
E.F•J.F:
103 :A 19
-.6.C.0.E.F
•: H
103 X 55
:.6 c.C•.E.F
G.II
103 X 61
.A.e.C.O.E.F
4.11
103 : .•
, LF
GH
103 . 37
E.F,J.K
G.11
109 X +3
E.F,J.K
".11
109 X +9
A,B r,G.E.F
: 11
109 x 55
A.B.C.O.EF
C.
109 X 61
:..6.C.O.E.F
4.H
103 x 1
s. r0EF
GH
1110 .':�-;-
E.F J.F:
110 'X .13
A.6.C.O.E F,l t:
G.H
110 x 19
A..B.C.O.0 F.J.K
4.1
110 x 55
A.6.C.0.E.F.J.F:
4.H
110 r 61
A,OJ:.O.E.F.ix
G.11
110 x 1:.2 1A.0
r'.O.E.f.J
cy1
Ba SEtr I.:P;•
L,Is IIIP.1
L C 1-_ 1 E I_1 (,_ A
r
AIICNOR BRACKET
Of 1/9• x 2.7.'1•
IIISI:UAIIpI
AtIU OR tI1P.1
vR1DOv FRAPIE
JAM (1 rP.)
•— IK1LLIpl
MA IOU i irjRDi
2• >; 2' x 1'0• x 2.7/1• \\\ / 19 S[Lr II.PPIIIG
• I� � sns tI,PJ
. i
/ INS I,i4l A11111
' 1 _ AIKIIW (11P.)
IIIBE DUE NII
� SIIRSIDAIC — —t► -I I.7/B' I-y—
V11•IDOW PRDS
I' X 3' X 1/8' AI.I11IIi11111 TUBE IIULLIDII
CDIIPARATIVE WART 11.1 DESIGII PP.ESSURE
VINDOV VIDIN >
21
113
B)
E/
E5
5)
V111DUV IIGI.„
IB
. 15
.I)
76
129
II)
117
12
102
.91
BS
- /9
115
51
72
63
Si
64
ED
SI
49
66
57
I9
17
72
51
13
. 40
)9 1 42 1 Itl
II)
B1
E6
55
II)
B]
113
B)
E/
E5
5)
it
1b
IS
1)
11
10
IB
. 15
.I)
39
3r.
113
32
CIIART APPLIES 111.1 10 1' x 7• x 1:I' ALIAUI"I IA ulm.
CCS GN EAD PRDS SLR[DVALU[S IIIIIIII1S1iCREI
[16 RI ARE Ill Pir
IRALIOI L fRQjE 141EIDIS SIBDAD DE IN ACCMDAIK[ vllll IIAIIUI 6CDIHER S IUSIALLAUnif D iSIRIICIII•IS.
IWO ANCIDMS ARE REO D. AS CACI. [IID Or IRALION• Ex[EPI 011 SIZES DEIIDILD If AS1RIx1.)
SIZES v1111 ASiRIR RCUIRC UWEE PultiORS Al [A[II CND Or IRLLICNI.
DESIGN PRESSURE CAPACITits ON 11115 CIIARI Cp PL7 vllll It[ rLORIDA BUILDIIIG COD[.
Dna.-L/175.
CENTRAL 1I L0111DA B. U. A. F.
SECTION B- B r SNur.�.�°rw�r11 NA.RIC:
A A MASTER FILE
1, IRA.. INU HIS I'IIIA I IUU IK IAll S APPLY IO ra unlpll .UDC n I, D �..
1' x T x I:U'. V'Ril USED IU 100.L SIIIGLE 106 0R PicitiRE vI11D0t)S
1 SI
SIB( BDE.
SLOBS IIE VI III
7216'IIDIA.`f IDKREIEISSI*rREV AIn:NURDICI! SIIRrIPLL [IICU1 LUIGIIRlr 10 ACIIIEHE D� j
1-, 1' NTD. EIIR "[ C INIO E11ICRE&I DR hA$11R11. EXTERIOR ELC VFiT]DN
77 III vIxJA IRA"[ CUgSIMI[11011. Al1AU1 IAR.L IpI 10 SIIBi IR:.i[ UShIG
RID SC RCVS U StnIICIVII ICIG111 10 ALlllh'E 1.7/I' 11111 CIIDCDICIIi
11111111111D IRi.1111K.
WINDOW 1.1',e l -I
Illlt•rLAIIGE VERIIEAL 11ULL11111 IIISIALLA111111
DETAIL I' x 3' x I:'B' ALLUIIIIIUII II)BE IIULL1011
ftlGxrt lb IIAIRICL IIARIIIKZ t"' Ib BB '" 5/13/02
DIS[IR PQ• EIVIL IC'tt.
11.1.SLU
. RfSOON
rt AtL to
47192 't �.lnNR Put.
INSTALLATION
ANCHOR 3/16'
DIA. TAPCON
I 1/4'MIN. EMBI
SHIM AS REQ'D.
(SEE NOTES)
SILL STOOL
BY OTHERS
i
1 1/4' MIN.
EMBEDMENT
T_
INSTALLI.. -_.. .... .. ..
3/16' DIA. TAPCON
SECTION A -A
CONCRETE OR
WINDOW
HEIGHT
r YTr Dini>
PRE -CAST SILL
BY OTHERS
IR FINISH
ERS
SHIM
%CE MAX.
PERIMETER
CAULK
BY OTHERS
WINDOW
WIDTH
A
A K C
f- --i
I J
B B
WINDOW G H
HEIGHT
6' MAX. (TYP.>
E F
B L
A D �-
L�
ELEVATION
VIEWED FROM EXTERIOR
CAULK BEHIND WINDOW FLANGE
--aWINDDw WIDTH ow
1 1/4' MIN.
1/4' SHIM EMBEDMENT
SPACE MAX.
SHIM AS SEE NDTES> D �_ I I Ia 3/16' DIA. TAPCONHDTIOP,
CONCRETE OR
MASONRY
a BY OTHERS
4
EXTERIOR
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH —
BY OTHERS
SECTION B -B
NOTES
1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR W/ LOAD BEARING SHIM. MAX.
ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN
1/16" IS PRESENT.
2) WINDOW FRAME MATERIAL: PQCY VINYL CHLORIDE.
3) 3/16" DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO
ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE.
4) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE
TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR
ELEVA71ON AS A KEY.
5) NOT ALL INSTALLATION HOLES FOR ANCHORS SHOWN ON ELEVATION ARE APPLIED
BY FACTORY IN ALL SIZES. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR
CONCRETE SCREW ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT
LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO SUBSTRATE. INSTALLATION
F.NCHORS. WHETHER TAPCONS OR #8 SCREWS TO BE 6" FROM END AND
24" O.C. MAX.
6) CAULK BEHIND WINDOW FLANGE WITH LATEX CAULK.
7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE BY
OTHERS.
8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANT17Y
LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D.
9) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
10) INSTALLATION AS STATED HEREIN COMPLIES WITH THE FLORIDA BUILDING CODE. DESIGN
PRESSURE CAPACITY OF WINDOW & INSTALLATION IS 40.0 PSF.
P PKPAKD IT. "Anu l lECmWXDi7 [MP.. 258 INTC8NO11I)ML IN,- SWIG 258, NC611It0Y. CLMIDA 32746 PPOE 807 885-83&5 TM 407 805-8366
ff�
TAPCON LOCATION CHART
TAPCON LOCATION
CHART
QUANTITY IN
WINDOW
HEAD & SILL
WIND36 OW
QUANTITY IN
QUANTITY IN
UP TO 40 PSF
a2 X 25
A,B.C.D
SIZE
HEAD & Slll
EACH JAMB
G,H
42 x 37
A,B,C,O
G,H
UP TO 40 PSF
UP TO 40 PSF
G,H
42 ,x 49
A,8.C,0
18 X 25
A,B.C.O
G,H
G,H
42 % 61
A,B,C,O
18 X 31
A,B.C,O
G,H
E.F,.G,H,I.J
42 X 73
A,B,C,O
18 X 37
A,B,C,O
G,H
E.f,G.H,I.J
48 X 25
A.B,C,D
18 x 43
A.B.C,O
G,H
G,H
48 X 37
A,B,C,D
18 X 49
A,B.C,O
G,H
G.H
48 X 49
A,B.C.O
18 x 55
A,B.C,O
G,H
G,H
48 X 61
A,8.C,0
18 X 61
A,B.C,O
G.H
E.F,G.H,I,J
48 X 73
A,B.C.O
18 X 67
A,B,C,D
G.H
E.F.G.H,I,J
52 X 25
A,B.C.O,K,L
18 X 73
A,8.C,0
G.H
G,H
52 X 37
A,B,C,O.K,L
18 X 7
A8C0
G.H
G.H
52 X 49
A,B,C,D,K,L
24 X 25
A.B.C,O
G,H
G.H
52 X 61
A,B,C,D,K,L
24 x 31
A,B.C,D
G,H
E.F,G,H,I,J
52 X 73
A,B,C,D.K,L
24 X 37
A,B,C,D
G.H
E.F,G.H,I,J
24 X 43
A,B,C,D
G,H
24 X 49
A,B,C,D
G,H
36 X 49
24 X 55
A,B,C,D
G.H
A,B.C,O
G.H
36 X 61
24 X 61
A,B,C,O
G.H
A,B,C,O
G,H
36 X 73
24 X 67
A,8,C,0
G,H
A
E,F,G,H,I,J
24 X 73
A,B,C,D
G.H
24 x 75
A S C D
G.H
30 X 25
A,B,C,D
G.H
30 x 31
A,B.0:O
G.H
30 X 37
A.B.C.O
G,H
30 X 43
a,B.C,D
G.H
30 X 49
A.B,C,O
G.H
30 X 55
A,B,C,D
G.H
30 x sl
A.e,c,o
G.H
30 X 67
A,B,C,D
G.H
t
30 x 73
A,B.C,O
G,H
30 x 75
A 8 C 0
G.H
36 X 25
A,B,C,O
G.H
36 % 31
A,B,C,O
G.H
36 % 37
A.B,C,O
G,H
36 X 43
A,B,C,O
G.H
WINDOW PROS
TITLE: INSTALLATION ANCHOR CHART FOR DH FLG. WINDOW
WHEN INSTALLED IN MASONRY W/ 1 BY WOOD BUCK
DRAWN BY: BB
APPROVED BY:
DATE: 3/ 14/02 SCALE: NTS DWG.:RPLUS0012C SHT 2 ❑F 2
TAPCON LOCATION CHART
QUANTITY IN
QUANTITY IN
WINDOW
HEAD & SILL
EACH JAMB
SIZE
UP i0 40 PSF
UP TO 40 PSF
a2 X 25
A,B.C.D
G.H
42 X 31
A,B,G.D
G,H
42 x 37
A,B,C,O
G,H
42 X 43
A,B,C,O
G,H
42 ,x 49
A,8.C,0
G,H
a2 x 55
a,B,C.D
G,H
42 % 61
A,B,C,O
G.H
42 X 67
A,B,C,D
E.F,.G,H,I.J
42 X 73
A,B,C,O
E,F,C,H,I,J
42 X 75
A D
E.f,G.H,I.J
48 X 25
A.B,C,D
.H
48 X 31
A,8.C.0
G,H
48 X 37
A,B,C,D
G,H
48 X 43
A,B.C.O
G.H
48 X 49
A,B.C.O
G,H
48 X 55
A,B,C,O
G,H
48 X 61
A,8.C,0
G.H
48 X 67
A,B,C,D
E.F,G.H,I,J
48 X 73
A,B.C.O
E,F,C,H,I,J
a8 X 75
A S C D
E.F.G.H,I,J
52 X 25
A,B.C.O,K,L
.H
52 x 31
A,B.C,O.K,L
G,H
52 X 37
A,B,C,O.K,L
G.H
52 X 43
A,B,C,O.K.L
G.H
52 X 49
A,B,C,D,K,L
G,H
53 X 55
A,B,C,O.K,L
G.H
52 X 61
A,B,C,D,K,L
G.H
52 X 67
A.B,C,O.K.L
E.F,G,H,I,J
52 X 73
A,B,C,D.K,L
E.F,G.H,I,J
52 % 75
A,B.C,D.K,L
E.F,G.H,I,J
36 X 49
A,B.C,O
G,H
36 x 55
A,B.C,O
G.H
36 X 61
A,8,C,0
G,H
36 x 67
A,B,C,O
G,H
36 X 73
A,B.C,O
E,F,G,H,I,J
X 75
A
E,F,G,H,I,J
TAPCON LOCATION CHART
QUANTITY IN
QUANTITY IN
WINDOW
HEAD & SILL
EACH JAMB
SIZE
UP i0 40 PSF
UP TO 40 PSF
a2 X 25
A,B.C.D
G.H
42 X 31
A,B,G.D
G,H
42 x 37
A,B,C,O
G,H
42 X 43
A,B,C,O
G,H
42 ,x 49
A,8.C,0
G,H
a2 x 55
a,B,C.D
G,H
42 % 61
A,B,C,O
G.H
42 X 67
A,B,C,D
E.F,.G,H,I.J
42 X 73
A,B,C,O
E,F,C,H,I,J
42 X 75
A D
E.f,G.H,I.J
48 X 25
A.B,C,D
.H
48 X 31
A,8.C.0
G,H
48 X 37
A,B,C,D
G,H
48 X 43
A,B.C.O
G.H
48 X 49
A,B.C.O
G,H
48 X 55
A,B,C,O
G,H
48 X 61
A,8.C,0
G.H
48 X 67
A,B,C,D
E.F,G.H,I,J
48 X 73
A,B.C.O
E,F,C,H,I,J
a8 X 75
A S C D
E.F.G.H,I,J
52 X 25
A,B.C.O,K,L
.H
52 x 31
A,B.C,O.K,L
G,H
52 X 37
A,B,C,O.K,L
G.H
52 X 43
A,B,C,O.K.L
G.H
52 X 49
A,B,C,D,K,L
G,H
53 X 55
A,B,C,O.K,L
G.H
52 X 61
A,B,C,D,K,L
G.H
52 X 67
A.B,C,O.K.L
E.F,G,H,I,J
52 X 73
A,B,C,D.K,L
E.F,G.H,I,J
52 % 75
A,B.C,D.K,L
E.F,G.H,I,J
PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA 32746 PHONE 407 805-0365 FAX 407 805-0366