HomeMy WebLinkAboutSUBMITTED PAPERSDATE RECEIPT: b PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Y� Fort Pierce, FL 34982 SCgA1N6D
(772)462-1553 Fax (772)462-1578
St Luc. Co
unty
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITFADDRESS:
2. P.AR(TI, II) NUMBER:
3. DESCRIPTION OF PROJECTOR WORK A('TIVlT)': sCO� I< ( NON 'lma�r��oa0.
4. TITE' OF STRUCTI.IRE: SF � MOBILE HOME OTHER _
5. OWNERS INFORMATION
Name: %10t"w4 A r�gv.o
Address: V5`"1Ll N 1�1 �.. � H Ci•
('ity: C•�5i State:
Zip: Sq J Phone: 1�2-Z83-1t583
Email:
6.
('ONTRA(" 1'OR'S INFORMATION
Fl, Reg/('crt #: CGC1508417
('ounty ('ert #: 22986
Business Name: Lowe's Home Centers Inc.
Phone Number: 772418-3695
Email: TPG_Lpermits@yahoo.com
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
1,5129. 8
MULLIONS
OVERHEAD GARAGE DOOR
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ Z z(S�j' FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and th
compliance with all applicable laws regulating construction and zoning.Peter Cafaro III
PRINT OWNER OR CONI'RACI'OR/QUALIFIER NAME' SIGNATURE OF OWNER OR
S'I'A'I'E OF BLORIDA, (:Ot1N'1'1' OF Orrmcv
ACKNOWI,EI)GED BEFORE ME THIS Z )Al' OF , 20 , 131' T_�
WI ) IS PE SON U.1,1' K; OVVI TO ME O '110 HAS PRODUCED
. IGN: 'RF, OF OTARI' TYPE OR PRINT NAME, OF NOTARY
TITLE: NOTARI' PIT13I.IC COMMISSION NUMBER EF 1 T`A 11A
work will be done in
IALIFIER
AS IDENTIFICATION.
1W Ply Notary Public State of Florida
a° <ERSt-&i M Riccaboni
c my Commission EE 174164
9-` OF ll Expires 05128/2016 -
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING-E"E 17 TMDRO�TEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
2014-08-22 13:51 In tallSales1109 7724034469 x: _ P 2/2
'De)oe. # riJ e-7 isA_.Ir__
,; i.., .µ `'
3" -
SEE DETAIL
3---
6" —I
3"
SEE DETAIL
3"
6"
�3
3" 3' —
—j 3'i
6"
3
O
a.
Ca0
6"
3" —
i ��
6"
I r--_
C6"
I
I- 1 I
�77 7c�_
3 3"
S'
-- - ------ -
(L�i:SEE DETAIL
"D"
cy
W Li
0
t
in
Ln
;EE DETAIL
c',
6" 6"
Addendum to NAMI
4
Ceffication ., N i eo
RW.wdmBy.
m,
#8 x 2- 1/2"D8zIletep...
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
#8 x 2-112"
#10 x 2"
X
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
.
#10 x 5/ 8
DETAIL T" ASTRAGAL
FOR A 1.375" THROW
#8 x. 2— 112"
.
•
0 314" ATTACH
P
ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
ASTRAGAL
x 518"
AS SHOWN.
.410
#10 x 3/4"
#10 X 2"
0.124" ANNEALED
0.090" SAFLEX 111C
DECORATIVE INSERT
(OPTIONAL) DOW 832
FRAME DOOR
0.124" ANNEALED-.
-,0124" TEMP.
#6 X 1-1/2" PHS
DETAIL "D"
DETAIL "C"
TYPICAL
0.962"i
DOW 832
DOW 832
C47,.,
DOW 832
1.375d1.75"
&V=-"
. -
T I
EXTERIO INTERIOR'
EXTERIOR•INTER*
. . . .. .. I
TYPICAL G LAZING DETAI
I;' G DETAIL
INSWIN,_THRESHOL
OUTSWING -THRESHOLD HIGH DAM O/,S THRESHOLD.
RATED
IMPACT `'GLASS
NON —IMPACT GLASS
a'
DAZE:. 5�/27�m
'4N T.S. -
Ij
DWG. BY:
DWG-MA-Fr.O I 6J--07:
SHEET 2 OF
Florida Building Code Online z Page 1 of 4
i
u
R7Arm .qk F 4 i. 3, 'ro g
UWE
BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats &Facts i Publications FBC Staff i BCIS Site Map Links Search
FG1i:.d �i; men
Business it _
lYii�,/�1 i1.�,s�1�1 A � Product Approval
1 F Vfessib IU) �-�. USER: Public User
t41tEi) _:._;
?reduct Approval Menu > Product or Application Search > Aonkication List > Application Detail
�,� FL # FL15129-R1
-0s � Revision
Code Version _2010,
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email'
Category
Subcategory
Compliance Method .. ..
Florida Engineer or Architect Name who developed the
_
. atiom Report
Florida:.Ucense
Quality.Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence -of Product Standards
Certified By
Sections from the Cade
Trinity Glass International
4621 192nd Street East
Tacoma, WA 98446
(253) 875-7300
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbidgconsultants.com
. Exterior DOOfS1
-�'Swinging'Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
:^+ Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E
PE-43409
National Accreditation and Management Institute
12/31/2015
Ryan 3. King, P.E.
Validation Checklist - Hardcopy Received
Rs5129-R1COI Certflcateoflndeoendence.odf
Standard:'",
Year
101/I.5.2/NAFS -
2002
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
TAS 202
1994
Product Approval Method Metnod 1 option u
http://www.floridabuildi'ngiorg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8JX... 8/25/2014
Florida Building Code..Oriline r Page 2 of 4
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved .
05/03/2012
05/03/2012
05/08/2012
06/11/2012 -
Summary of Products {
FL #
Model, Number or Name
Description l
15129.1 , .
a. Fiberglass Door
61$ Single Opaque "Impact" Fiberglass Door - Outswing/Inswing ;.
'
Configuration (X) - • I'
Limits of Use
Installation Instructions j
Approved for use in HVHZ: No
FL15129 RI II INST 15129.1.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 ?
l!
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports j
Other: See INST 15129.1 for Design Pressure Ratings by specific Model
FL15129 R1 AE EVAL 15129.1.ndf
and for any other additional use limitations and installation instructions. I
Created by Independent Third Party: Yes
i
15129.2
b. Fiberglass Door
6'8 Single Opaque "Impact" Fiberglass Door with "Nan -Impact" Sidelite
or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations
(OX or XO; OXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15129 R1..IT 'NST 1.5129.2.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.2 for Design Pressure Ratings by specific Model
FL15129 R1 AE EVAL 15129.2 odf
and for any other additional use limitations and installation instructions.
Created by Independent Third Party: Yes
15129.3
c. Fiberglass Door
6'8 Single Opaque "Impact" Fiberglass Door with "Non -Impact" Sidelite
or Sidelites - Outswing / Inswing Configurations (OX or XO; OXO) i
Limits of Use i •�
Installation Instructions --
Approved for use in HVHZ: No
FL15129 R1 II lnst 15129.3.odf j
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 I!
Impact Resistant: Yes
Created by Independent Third Party: Yes i
Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.3 for Design Pressure Ratings by specific Model
FL15129 R1 AE EVAL 15129.3.;)df
and for any other additional use limitations and installation instructions. 1
Created by Independent Third Party: Yes
15129-4 '' "
d. Fiberglass Door :
68 Double Opaque "Impact" Fiberglass Door with or without "Non- I
.
Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) {
Limits of Use -
Installation Instructions
"Approved -for use in-HVHZ: No
FL15129 R1 I INST' 15129A.edf
.Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other See INST,15129.4 for Design Pressure Ratings by specific Model
FL15129 R1 AE EVAL 1S129.4.odf
and for any otheradditional use limitations and installation instructions.
I Created by Independent Third Party: Yes -
15129 5.
e.-Fiberglass Door
6'8 Single Glazed "Non-Impacit" .Fiberglass Door- Outswing/Inswing
Configuration (X) I
Limits of Use ... .....
Installation Instructions - - - -
Approved'for use In HVHZ: No
FLi5129 R1 F Inst 15129.5.orf {
Approved for use outside HVHZ: Yes
Verified By Lyndon F. Schmidt, P.E. 43409 I;
Impact'Resistant: No -
Created by Independent Third Party: Yes j
Design Pressure; -N/A
Evaluation Reports !
Other: See INST'15129.5 for Design Pressure Ratings by specific Model
'FL15129 P,1 AE Eval I5129.5.cdf
and for any other additional use limitations and installation instructions.'
Created by Independent Third Party: Yes
15129.6
f. Fiberglass Door-
6'8 Single Glazed "Non-Impact".Fiberglass. Door with "Non -Impact" - s'
.: -
• . -
Sidelite or Sidelites - Outswing /- Inswing -Continuous Head'and Sill -
Configurations (OX or XO .OXO):
I L:mits.of.Use .
Installation Instructions
'Approved'for use in HVHZ: No
�1`115129 R1 11 Insi 15129.6.odf
Approved for Use outside HVHZ: Yes
Verified By: Lyndon F.Schmidt,.P.E. 43409
Impro, 'or -AhE No
Created by Independent Third Party: Yes -
Design:Pressure N/A
Evaluation Reports•
OtAeirSee INST`15129.6 for Design Pressure Ratings by specific Model
:FL15129 ' i AE' Eval 159.6.odf
and for any other additional use limitations -and installation instructions.:
Created by Independent Third Party: Yes i
15129.7 -
g. Fiberglass Door - .-
6'8 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact" . {!
-.
Sidelite or Sidelites - Outswing /-Inswing Configurations (OX or XO; - I
Limits of Use
Installation Instructions
Approved f6r use in HVHZ: No
FLIS129 R1 II Inst 15129.7.oi:f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: NIA
Evaluation Reports
Other: See INST 151.293 for Design Pressure Ratings by specific Model
FLlS129 R1 AE Eval 15129.7.0df i
and-for-any,other additional use limitations and installation instructions.
Created by Independent Third Party: Yes
15129.8s��'
h, Fiberglass Door
6'8 Double Glazed "Non -Impact" Fiberglass' Door -with "'or without "Non-
1
Impact" Sidelites - Outswing./ Inswing Configurations (XX; OXXO)
Limits of Use
Installation Instructions !�
Approved for Use in HVHZ: No
FI-1.5129 RI. 11 1i st 15129.S. )of
Approved for Use Outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impaot Resistant N
Created by Independent Third Party: Yes I
Design Pressure N/
Evaluation Reports
Other: See INST 15129.8 fo Design Pressure Ratings by specific Model
F1.15129 R1. AL- Eval 15129.8:pdf
and for any other additional use limitations and installation instructions:
1 Created by Independent Third Party: Yes
15129.9
L Fiberglass Door
6'8 Single Opaque "Non -Impact" Fiberglass Door- Outswing/Inswing
Configuration (X)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15129 RI N INST 15129,9xdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 Ii
Impact Resistant: No
Created by Independent Third Party: Yes li
Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.9 for Design Pressure Ratings by specific Model
FL15129 R1 AE EVAL 15129.9.ndf
{ and for any other additional use limitations and installation instructions:
1 Created by Independent Third Yes
15129:10 '. Fiberglass Door
,Party:
-
http://www.floridabulding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP 8JX.
8/25/2014
Florida Building Code Online
Page 3 of 4
6'8 Single Opaque "Non -Impact" Fiberglass,Door with "Non -Impact"
..
Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill j
0.
Configurations (OX or XO; OXO)
Limits of Use
Installation Instructions j
Approved for use in HVHZ: No - -
FL75129 R1 L I-st 1 17 J4.10;p!.1f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.10 for Design Pressure Ratings by specific
F1.15129 R1 AE Eval 15129.10.pdf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions.
15129.11
k. Fiberglass Door -
6'8 Single Opaque "Non -Impact" Fiberglass Door with "Non -Impact"
..
Sidelite or Sidelites - Outswing / Inswing Configurations (OX or XO; 1
OXO)
Limits of Use
Installation Instructions
` Approved for use in HVHZ: No
FI-15129 RI II Inst 15129.1 l_6df
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409 !
Impact Resistant: No
Created by Independent Third -Party: Yes I
Design Pressure: N/A
Evaluation Reports I
Other: See INST 15129.11 for Design Pressure Ratings by specific
A.F. Eval 15129. 11..pdf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions.
15129.12
I. Fiberglass Door
6'8 Double Opaque "Non -Impact" Fiberglass Door with or without "Non -
Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15129 R1 1 Inst 15129.12.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes i
j Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.12 for Design Pressure Ratings by specific
FLIS129 RI AE E•val 15129.12.odf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions.
15129.13;
m. Fiberglass Door
8'0 Single Opaque "Impact" Fiberglass Door - Outswing/Inswing_
Configuration (X) -
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15129 Rl I' 1NST 15129.13,odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15129.13 for Design Pressure Ratings by specific
.FL1S129 P.1 AE EVAL 15129.13.ndf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes i(
instructions:.
15129:14.' •• Fiberglass Door
8'0-Single Opaque "Impact": Fiberglass Door with "Non -Impact" Sidelite i
In.
-
or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations
(OX or XO; OXO)
Limits -of Use "'
_
Installation' Instructions
I Approved for use in HVHZ: No - -
FL15129 R1 11 !NST 15 ! 29 14.oc` I
Approved for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant Yes
Created by Independent Third Party: Yes
Design Pressure N/A
Evaluation Reports
Other: See INST 15129.14 for Design Pressure Ratings by specific
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions..-
15129.15 -: -
o: Fiberglass Door
8'0 Single Opaque "Impact" Fiberglass Door with "Non -Impact" Sidelite
-- -e ;,--- -
-
or-Sidelites- Outswing / Inswing Configurations (OX or XO; OXO)
Limits*of Use'- • -
Installation Instructions- - I
ApprcivedfoFuse in HVHZ: No
FLIS129 RI lI T:NS7 15129.15.odf
Approved: for use outsideHVHZ: Yes -
Verified By: Lyndon F. Schmidt, P.E. 43409 i
Impact Resistant2 Yes -
Created by Independent Third Party: Yes
Design'Pressure:.N/A _ _.
Evaluation Reports
Other. See INST 15129.15 for Design.Pressu�e Ratings by specific
FL15129 R1 AE EVAL 1 129.15.pdf
Model and for any other additional use limitations and installation
Created by Independent Third -Party: Yes -
instructions..,
15129A& ' ' - ..
_
p. Fiberglass Door
8'O Double Opaque "Impact" Fiberglass Door with or without "Non-
-
Impact" Sidelites - Outswing /Inswing Configurations (XX; OXXO)
Limits*of Use `-
Installation Instruchons� - I
Approved for lase in HVHZ: No
FI-15129 R1 II INST 15:.29.16.odf
Approved for:use- outside HVHZ: Yes' -' -
Verified By: Lyndon F. Schmidt, P.E. 43409 {
t Impact Resistanti.Yes
Created by Independent Third Party: Yes ?
{ Design Pressure: N/A
Evaluation Reports
! Other: See INST 15129.16 for Design Pressure Ratings by specific
•PLI5129 R1 AE EVAL 15129.16.0
[ Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions., . - -
15129.17' '
q[ Fiberglass Door
8'0'Single Glazed "Non -Impact" Fiberglass Door - Outswing/Inswing
--:- - -
-
Configuration (X)
Limits of'Use':,"'""'-
Installation Instructions I
Approved'for'Irse in HVHZ: No
• I-15129 R1 I: INST 15129.17.ff
Approved for`use outside HVHZ: Yes -' ° -
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:'No - -
Created by Independent Third Party: Yes i
Design"Pressure.0/A ...
Evaluation Reports j
Other: See INST 15129.17 for Design Pressure Ratings by specific
AE LEVAI;._1,53'a_
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes.
instructions.
15129.18
Fiberglass Door
8'0 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact"
-
Jr.
Sidelite or Sidelites - Outswing / Inswing Continuous Head and Sill
j
Configurations (OX or XO; OXO)
Limits'of Use
Installation Instructions
Approved *for Use in HVHZ: No
`FL.1.5129 Rt li' dNST_ LSE<'9.lttrf
ApproVedfbruse-outside HVHZ: Yes - - -
_._................--"------............---'
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Ae5istant::No - - -
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
i Other: See INST 15129.18 for Design Pressure Ratings by specific
.FL151.29 RI -AE-F:VAL. 1.51'_9. i.8.pdf -
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
' instructions. _.
1512919 :...: : -:. -
Fiberglass Door
810 Single Glazed "Non -Impact" Fiberglass Door with "Non -Impact"
- .... -
is.
Sidelite or Sidelites - Outswing / Inswing. Configurations (OX or X0;
OXO) i
http://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8JX... ' 8/25/20.14
Florida Building Code Online -
Page 4 of 4
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15129 RI II INST 15129.19ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
-Impact Resistant: No - -
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:, See INST 15129.19 for Design, Pressure Ratings by specific
FL15129 RI AE EVAL 15129.19.odf
Model and for any other additional use limitations and installation
Created by Independent Third Party:. Yes.
instructions.
F.
15129.20
t. Fiberglass Door
8'0 Double Glazed "Non -Impact" Fiberglass Door with or without "Non -
Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI-1.5129 RI II i:,st 15129.20.pdf
Approved. for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No - -
Created by Independent Third Party: Yes
Design Pressure: N/A -
Evaluation Reports
Other: See INST 15129.20 for Design Pressure Ratings by specific
FL15129 R1 AE Evai 15129.212gf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions
E
Contact Us :: 1940 North Monroe Street. 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:
http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsidcHd6ieP 8JX... 8/25/2014
i
E
n
I N T E R N :A `I'-f 0 N A 1.
4621 192nd STREET EAST TACOMA, WA 98446
GLAZED FIBERGLASS DOOR
W46 SIDELITE .
INSWING /' OUTSWING
"NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compfiancew'ith the 2010 Floddo 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 bome 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 tie,the same 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# I
DESCRIPTION
a evations, design pressures & general notes
Door ane detaifluh oanour
pane a ai - lip i e annSidelite
panel details
PTypical
Sidelite anel details
Elevations
Horizontal cross sections
Vertical crosssectiorls
9
Vertical cross sections
lu
BUakanC oring
Frame ancho n
2111
1
As ra I details
13
Components
14
1 Big of materials
74 O(Y' MAX. O.A. FRAME
X
—=;105.1X)" MAX. O.A. FRAME WIDTH
74X MAX. FRAME WIDTH
m_
�_ w0
_ O
O
X a
a
X
O
_ 15.50" MAX.
FRAME WIDTH
CONFIGURATION
MAX.
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
ALUMINUM ASTRAGAL
DESIGN PRESSURE (PSF)
PVC ASTRAGAL
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
C::DXX—
--.74.01x.83.88'___
+ 55.0
- 55.0
+ 47.0
- 47!0
OXXO
105.0" x 81.88"
+ 55.0
- 55.0
+ 47.0
- 47.0
E: 1118112 i
%E: N.T.S.
I BY: JK
C BY. LFS 3
WING NO, °
FL-15129.8
c
:Er —L or 14
G3 Gl LOCK BLOCK PSTILE CAP
PVC STILE CAP'*" ' b00RSKIN EXTERIOR
21
VC
I �'1.58" �•I � .
L
:48"
' LVL STILE
INTERIOR VLSTILE
0.10'
NTE SEENOTE2 L
E
.FOAM CORE Wit'.31" _. `1 HORIZONTAL CROSS SECTION
35.75" MAX.
PANEL WIDTH 1.S'
` 21.01Y" HOT MELT SEALANT •S' GLASS BITE 1.24'
MAX. D.L.O. 4 / SILICONE 1° O.A. THK GLASS T ��
1/9-TEMPERED I!
GLASST. m
AIR SPACE
fLUSH GLAZED FRAME
' ) 1/8" TEMPERS) . ABS or PC ASA MAHOGANY LDE FRAME
ABSorPC/ASA
$ NBXI-1/8"SELF ALUMINUMG�
tS THREADING SCREW A3 BUTYL SPACER
03
GLAZLINGicekame DETAIL
z 5 GI Fltuh
Q� X
B3 .s' GLASS BYTE
a toHOT MELT SEALANT
SEE DETAIL 1 / SILICONE 1"O.A. THK GLASS
^ 1/87TEMPERED
GLASS
AIRSPACE
Zt
FOAM CORE MATERIAL: POLYURETHANE
NOTE:
1. Spacing for rite frame screw is as follows:. DETAIL 1
Top and Bottom: 2-3X from comers 8, equally spaced thereafter (4 total)
Sides:-2-3/4"1rom comers'& equally spaced thereafter 18 total)
1/8 TEMPERED
GLASS
#8X1-1/8„SELF ALUMINUM
THREADING SCREW BUTYL SPACER
' G3 GLAZING DEiAII
HARDWARE CHART .
MANUFACTURER
MODEL
KNOB: SIGNATURE SERIES
KWIKSET .
DEADBOLT: SIGNATURESERIES(980)
PVC COMPOSITE
i�
TOP RAIL
m jY
° \ n
z
LLm W `d
ui __Nz
°N
e d
�
m UUU
0.10,
LVL RAIL
o
DOOR SKIN
_
z
a"
G1
-wco
m
a
i=
w v7
EXTERIOR INTERIOR
U
o�
0
O O
ff
0
0
a
a
j}
m
SEE NOTE 1
J
En
Ln
>>
_a
LVL RAIL
o w
N QQ
•t
PVC COMPOSITE y^I
BOTTOM RAIL T
M. BY: JK'
cHK. Em LFS
Cl2 :VERTICAL CROSS SECTION o uwiNc Bo.:
4—' FL-15129.8
SHEEr 2 OF 14
1.58"
PVC STILE CAP - — 0.37' DOOR SKIN
:O
LVL STILE
0.10" _ FOAM CORE
0.31"
35.75' MAX.
PANEL WIDTH
21.00"
MAX. D.L.O. a
ev $
� b
.6 N
fu Q
COO
SEE
EXTERIOR
LOCK BLOCK
PVC STILE CAP
2.48
1 58 -t
PVC TOP RAIL
. _..
zO
LVL RAIL
LVL STILE
G2 SEE NOTE.1
INTERIOR
1 HORIZONTAL CROSSIECTIONi
DOOR SKIN
3
'
HOT MELT SEALANT
1/7' GLASS BYTE
EXTERIOR LITE FRAME
1" OIA. THK GLASS
1.51"
-
EXTERIOR
n:
1/8"TEMPEREDGLASS
AIR SPACE
- _
a
1/8"TEMPERED GLASS
#8 X 1-1 /7' PPH SMS
.. _
ALUMINUM & BUTYL
}
(SEE NOTE 1)
SPACER SYSTEM .
$A LIP L11E FRAME
INTERIOR LITE FRAME
SEE NOTE I
GLAZING DETAIL
r'�
UP LfIE FRAME
ABS or PC/ASA
FOAM CORE —�
DETAIL 1
I
DETAIL 1
e3
FIBERGLASS DOOR PANEL
wilh UP LITE GLAZING
FIBERGLASS DOOR SKIN: MIN: 0.079" THK.
FOAM CORE MATERIAL: POLYURETHANE
HARDWARE CHART
MANUFACTURER
. MODEL
KNOB: SIGNATURE SERIES
KWIKSET
DEADBOLT: SIGNATURE SERIES (980)
NOTE.
1. Spacing for lite frame screw is as follows:
Top and Bottom: 2" from each comer and at centerline (3.totall _
Sides: 26' from each corner and equally spaced thereafter (8 total)
LVL RAIL o o
TFFF 0
^Z
PVC BOTTOM RAIL Mogre: 1118112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
2 VERTICAL CROSS SECTION . DRAvnHG No.:
3 FL 1'5129.8 '
SHEET _jL or 14
G3 Gl
EXTERIOR SIDELITE STILE
(LVL)
13.W! PANEL
WIDTH
`
^_
7'
MAX. D.L.C.-
Q
SIDELITE STILE
(LVL)
INTERIOR
HORIZONTAL CROSS SECTION
2
\OA.
HOT MELT SEALANT
1/Z' GLASS BYTE -
THK GLASS
42 FIBERGLASS SIDELITE
"Non -Impact" Flush Ute Frame
DOOR SKIN: 0.079" MIN. THK. FIBERGLASS
CORE MATERIAL; POLYURETHANE FOAM
1.24"
1/8'"TEMPERED GLASS
AIR SPACE, T"
1 /8" TEMPERED GLASS
#8 X 1-1 /W SELF ALUMINUM 8 BUTYL
THREADING SCREW SPACER SYSTEM n gBSSor CLAASAD FRAME
G1 GLAZING DETAIL
63 •5" GLASS BYTE
,.
HOT MELT SEALANT 1" O.A. THK GLASS
/ SILICONEF I /8" TEMPERED
GLASS
1 5' AIR SPACE
Zt
1 /8" TEMPERED
iv GLASS
�l THREADING SCREW BUTYL SPACERALUMINUM:
L R:
G3 GLAZING DETAIL
MAHOGANY IIIE FRAME
f ABS or PC/ASA 7 '
NOTE:
1. Spacing for lite frame screw is. as follows:
Sides: O.S' from each comer and 9.5" max. spacing thereafter (B total)
SIDELITE RAIL
(LVL)
FOAM CORE
FIBERGLASS
SKIN
SIDELITE RAIL
(LVL)
1.56"
N m
d
c'O ,
m 4 m w o f x
i o b Z VI
m
-22
_m"ro
N i II
o n m ? '_g c
m u •: u
c = = G N
m LL
n mL
E �u
a -
J
J
W'
Z
0
`Qn
J
m a.
z
.
w
�
� W
U ~
2 0
O (l1
O
¢
a
a
m
I
MTIM
�— 1.57" —�
VERTICAL CROSS SECTION.
4 ;
0
a �
N
W �
N Q M
n u
z
Z c
)Are: 1118112 °
MALE: N.T.S. `
MG. BY. X fi
.HK. BY: LFS 3
)RAWINO NO.: �
FL-15129.8
c
;HEFT 4 or. 14
IV L,STILE
13.87" MAX.
PANEL WIDTH
e Ba"
MAX. D.L.0
x
O
w
x -4
w �
a
S
a
41 FIBERGLASS SIDELITE
'Non -Impact' Ute Frame
DOOR SKIN: 0.079" MIN. THK. FIBERGLASS
CORE MATERIAL: POLYURETHANE FOAM
L
..G-
EXTERIOR
- .-- LVL STILE
..
..
. io &
N r.
k�
INTERIOR
POLYURETHANE
�l -0.75"
-. FOAM CORE
1 HORIZONTAL CROSS SECTION
5
,
HOT MELT SEALANT '
1 /Z' GLASS BYTE
1"O.A. THK GLASS
EXTERIOR LITE FRAME
FF1/8"TEMPERED
GLASS
AIR SPACE
n
1/8'TEMPERED GLASS
#8 X 1-1 /Z' PPH SMS
ALUMINUM 8. BUTYL
(SEE NOTE I ):
SPACER SYSTEM
INTERIOR LITE FRAME
9GLAZING DETAIL
cli
-UTE.FRAME
ABS orPC/ASA
NOTE:
1. Spacing for life frame screw is as follows:
Top and Bottom: Z' from each comer (2 total)'
Sides: T' from each comer and equally spaced thereafter (8 total)
EXTERIOR
POLYURETHANE
FOAM CORE
1
INTERIOR
DATE: 1118112
BOTTOM RAIL
-
SCALE: N.T.S.
(LVL)
DWG. BY: JK
F+ 1.72' �i
CHK. BY, LFS
VERTICAL CROSS SECTION
DRAWING NO.: .
5
FL-151 Z9.8
SHEET S u 14
-
m
=n am t i
4m wo� d
Z
ZZ m u
F O
d
mo
•
z om o ` v
m urv•: E
i U p Z o VI
Z
_.
p Om C OO li
J C O
_l
•
u u
4
4
O
�• �
e ,a
O
d
d
3 4 5 3 5
8 B B 9 9 9
Iz
N
m
_
W 3
N
O F
DATE •,1/18/12,
i
SCALE: N.T.S. `
owc. BY. JK a
OHK. BY: LFS 3
DRAWING NO.: R
FL-15129.8
' -"
SHEET' 6_ Of 1'4-
65 0.15"
C'SINK L
1 (TYP.J 2 3
3 2
42 41
40 42 41
40 _
SEE NOTE 1 63 12 INTERIOR 12 INTER
62
L EXTERIOR SEE NOTE 1 6$ EXTER
24 2618
L
_ 18 26
2 HORIZONTAL BOSS SECTION 6 HORIZONTAL CROSS SECTION 30HORIZONTAL CROSS SECTION
7 Outsw ngshown - Insw ng also approved - ;7 . Outswing shown - Inswing also approved ` ,7� Shown w/l X sub -buck
Shown w/ wood jc[Mbt Shown w/ PVC Jambs (F erglass/Comp. Jambsimitar)
NOTE:
1-1/4" MIN.
EMB• nYP,) 1. Item #63 located 6' from each end
L and 3 more equally spaced (5 tofalP
C 0.15'
C'SINK
v (TYP.) - -
1 2 3
ov ENDURA, TRC OR PVC ASTRAGAL
40Q2 53 INTERIOR
- 12 Q INTERIOR 40 \. ( ni-
Q .
b
U
24 26
... B 4
E
1 HORIZONTAL CROSS SECTION
7 Outswing shown - Inswing also approved
tAI MUK
EXTERIOR
.. x-`
4 .HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION
t ]i Outswing shown - Inswing also approved
- 7 Outswing shown - Inswing also approved
I K MIN.
AB. (TYP.)
I
MIN.
(TYP.)
,LE: N.T.S.
a. BY.. JK
C. BY.. LFS
WING NO.:
FL- 15729.8
!ET 7 Or 74
N „
°
d
d
r
v
°
° d,
d` °
a i
o? o
°
e°
a
A
°
L z
C
m;0.�' o t
___.
..C•... �m
•�
900-.6° c
io
Y �
40
E u°
12
0
r
I
F
1 2 3
1240
>< —
N
EXTERIOR INTERIOR
2
EXTERIOR _'.... INTERIOR
1 2 3
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
ECTION
—
U
V). ,
1 VERTICAL CROSS SECTION
�$ Shown w/1X sub -buck
$ Outsw ng shown
Insw ng also approved
a c,
12
27
0I
z 4 VERTICAL CROSS SECTION
$ Outswing sill
�m
3 VERTICAL CROSS SECTION
$ Outswing sill - high dam
INTERIOR
' z
P N
— W z
/ Z
N
Z
d ° — Z °
DATE: 1118112, z
SCALE: N.T.S. °
z�
DWG. BY: JK m
F= cm, er: ' LFS :
tl 5 DRAWING NO.: VERTICAL CROSS SECTION ^'; FL— 15 729.8 N
$ Inswing sill a
SHEET 8 Oi 14 N
D NOTE.
e
a ° 1. Screws thru head'and sill d ° j a " e z°
jamb located 3" from each ° d ° ° m N ° z w
° end and on center line. d ° - e °
n Y
B .` A onm
anon`
L _> SEE NOTE 1 63 C — = m z `° m
SEE 63 C v m ` '. a` m m° 3 0
NOTE 1
m °
62 42 41
p 1 2 3
EXTERIOR INTERIOR z N j 97
97
EXTERIOR INTERIOR 1 2 -3: cn �
EXTERIOR INTERIOR z
42 41 63 SEE NOTE 1 cn o
. ,.. VERTICAL CROSS " m
VERTICAL CROSS SECTION 271 y Shown w/lX sub -buck
SECTION u
w
z a
C)
... ° ° &
a
EXTERIOR INTERIOR n }
h ° d d
6 _ EXTERIOR INTERIOR — 42 41
Ln
SEE 63 z
42 41 63 SEE 4 VERTICAL CROSS SECTION NOTE 1 61 N
NOTE 1 9 Ouriwing sill z
0
m
z
•0 ° ° " °d n ° d Z U
nn - MTE: 1118112 °
3i
SCALE: N.T.S. °
3 ow°. BY: JK mm
d- - CHK. BY: LFS i
3 VERTICAL CROSS SECTION r5 VERTICAL CROSS SECTION r< -
9 Outswing sill -high dam 9 Insw ng sill owsx�Hc No.:
FL-15129.8 N
N
SHEET OF ±4
J
Z^ °�1_<
3„ 4, m W z vl Z
- -� u +
F� 3" f` 4, 6, 'ate . W
I 3
.. °u.
f m n
N
III Y ° om° 4
I, III g0<.°gc
d
I! TYP. HEAD •o c .
I AND JAMBS III E c 0
III III °
0
III III
III III
II II
III III _
FOR III a
It REF. ONLY III Ln - - Ln
cc
O f III —0
O Ill III m ¢
IIf III z �
I III ~ o
I g
I a a
m - -
J>
m
BUCKANCHORING SUCKANCHORING
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortarjoints. If concrete anchor locations noted as "MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
ANCHOR
TYPE
ANCHOR
SIZE
MIN.
EMBEDMENT
MIN. CLEARANCE TO
MASONRYEDGE
MIN. CLEARANCE TO
ADJACENTANCHOR
ITW
1/4"
1-11N,
2-1/2"
3"
ELCO
1/4"
1-1/4"
1"
4"
DATE: 1 18112 j
SCALE: N.T.S. `
;WG. BY: JK a
CHK. BY: LFS 3
DRAWING NO.:
FL-15129.8 A
SHEET 1O OF 14
�"
SEE HINGE
DETAIL 1
3
L
}T
'
- -
•A u
L ,2X BUCK III
pq
V2X
BUCK
F 1X BUCK
O
TYP. HEAD II
-
& JAMBS II
DOOR
I
•
FRAME
I
/I
SEE
MASONRY
_
ASTRAGAL SHOWN III
HINGE
OPENING
FOR REF. ONLY II
DETAIL 2
0
— II
10
• CHINGEJAM&--- FRAMEANtfld-&G' ~
N. (TYP.1
to
2X BUC
DOOR
o
SIDELI
FRAN
^O
MASO
OPEN
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the corners may be adjusted to maintain the min. edge
distance to mortar joints. If concrete anchor locations noted as'MAX. ON CENTER" must be
adjusted to. maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
ANCHOR
TYPE
ANCHOR
SIZE
MIN.
EMBEDMENT
MIN. CLEARANCE TO.
MASONRY EDGE
. MIN. CLEARANCE TO
ADJACENT ANCHOR
ITW
1/4"
1-1/4"
ELCO
1/4"
1-1/4"
1"
4"
ITW
3/16"
1-1/4"
2.5/B"
2.1/4"
a
6„ „A_A.
I
.� 11 I I
I I
— —
L• 2X BUCK "A_A.
F IX BUCK
—
— ., TYP. HEAD, II —
—
K
&JAMBS II
I I
&
II 63
I 65
E
E
ASTRAGALSHOWN II
,IRY
FOR REF. ONLY I
NG
- I
II
FRAME ANCHORING
jH I BUCK 1 OUTSWING
L 2X BUCK 56 M INSWING
.. 0
54�VIEWA-A VIEW B-B
Astraga e head AstragaTsi e Q sill
s
H 1X BUCK
1 L 2X BUCK
26 24
18
HINGE DETAIL 1
tin om �Y
_.�� h
ui4m u d i
" e
m ""
_ d
r V "m O
o Z O= O L N
m• ti
0 90�
io
d maa.2 .a-
- •3
• s;
U
u`
LL U
o°
�
^O
In
V1
0
VUZ
C0D
ED
W
ASTRAGAL STRIKE JAMO m
L a Jn
W Z
b 0
Ln
23 L ❑ N W
5 �
u
0
STRIKE PLATE DETAIL o
As agr�a� ¢ Z
ry F'
w z
N �
H IX BUCK n o i
z
• • L 2X BUCK' DATE:'i/1'8/I'2' °z
26 24 SSE. N.T.S:'
DWG: BY: JK m
CHK. BY: LFS- 3
18 DRAWING NO::
HINGE DETAIL 2 FL- 15129:8 0-
SHEET .-1 1.. OF. j.4. - N
b
B,
m B
TOP rn n
q_q c vi ci
iOP
8 8—
TOP
C_C _
.56"
n 4 m rrw a°
.
O 1.63"F.
L
N
O
�ium, W
m o i
•,
m
�
zom o: c
pe
BOLTRETAINER
K
o mo.
Aluminum (9-3/a" Longi;
�
'
40
a a`.
�
o
0.37'
u°
u
FLUSHBOLT BAR
Die Cast 71nc
DEAD BOLT
(THRU HOLE)
.,
O -
H
O
DEAF BOLT
(THRU HOLE)
Tn
Z
'^
J
o
vi
SLIDEBOLTROD
O
z
Steel
LATCH 6
DEAD BOLT O
.6
2
(THRU HOLE)
(THRU HOLE)
o
O
.
LATCH
LATCH
(THRU HOLE)
�
J
m
(BLIND HOLE)
FLUSHBOLTBAR
L
c
Steel
• .....
,., .. 1.00
rc3 FLUSHBOLT '
c'v
F
Io
2 Die Cost -Inc
F
N
rn
o
SCREW LOCATIONS
Wo
O
tO
In
SCREW LOCATIONS
^'
ASTRAGAL CHANNEL
SCREW LOCATIONS
`r
(TYP.)
q
y
W
(TYP.)
(TYP.J
ed
u
• -
=
BOTTOM � N
BOLT RETAINERS
• / f.
SLIDE BOLT -4
ROD
-
BOROM
ASTRAGAL
- CHANNEL
FLUSHBOLT
BOTTOM
FLUSHBOLT
-
FLUSHBOLT cO
BAR
0
o
c
N
n
w
F
o
—
z
ALUMINUM I
IFS
-
ALUMINUM -
PVC
cu se: N. T, S.' '
ASTRAGAL
1.75
ASTRAGAL 1.44"
ASTRAGAL 1.44"
Bwc. BY. JK
W
VIEA-A
VIEW B-B
VIEW C•C
c„K. BY. LFS
Aluminum Astragal Assembly
Aluminum Astragal Assembly
TRC ASTRAGAL
�'
PVC Astragal Assembly
PVC ASTRAGAL
ENDURA ASTRAGAL
DRAWING „
FL— 75129.6
6'8 Aluminum Astrdgal by Endura Products
6'8,'Afuminum Astragal by Trinity
6'8 PVC Astragal by Trinity
s„EE. t z OF 1 a
4.56"
4.56"
d
2,39'
& HEAD AND JAMBS Wood
Tl_ytD ANDIAM Composite
"C 't.
A.W wl Fiberglass Wrap
to
2.44'
AND JAMBS "C
5.6Z,
p
SILLKEY.- LEFT
SCALE. NONE
4,56'
30
I OT 0 1O.
4.57' 4.57'
2.29" SU�DEIAIIS 'P,Z�
(�WI.NG THIE11101D (�DE
"g oul
SIILKEY, RIGHT
SCA,LE. NONE
4.56" to
2.4N'— Z
U)
5:
O 0 0
2
2.01"
O
DATE: 1118112
SCALE: N.T.S.
DWG. BY. JK
CHK. . LF BYS
S-IDE SPACER DRAWING NO,
Inswing
FL-15129.8
SHEET 13" __
1
\
m m
o^ e
Z n P.
4;;
W
F n Z
a
orvm,o,_ o,
0
u z "z
- -
`om�0 a
a m u a m u o
=
-
.o
u
o°
a]
z
N
_ ......
m
W o
z
J
J
F
� b
U
0
o
o:
a
a
a
m
...
a
In
W
0
Z
0
?
Lp
w
U
I
0
W
Q
N
O
n
Z
_ _....
SCALE:. -N.T:S. '
DWG. BY: JK
CHK. Br:. LFS
DRAWING ND.:
FL=15129.8
SHEET 14 of 14
BILL OF MATERIALS
DEM /
DFSCRIPDON
MATERIAL
1X BUCK SG >= 0.55
WOOD
B
2X BUCK SG a= 0.55
WOOD
C
1 /4" MAX. SHIM SPACE
-
D
1 /4" X 2=3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
[:
1 /4 X 3=3/4"PFH ITW CONCRETE SCREW
EL
STEEL
3-1/4" PFH ITW CONCRETE SCREW
STEEL
1
3/16" R 1-1/4';' PFH ITW CONCRETE SCREW
STEEL
J
#9 X 2-1 /4"PFH WS
STEEL
L
#8 X 2-1/2"PFH WS
STEEL
M
3/16" X 3-1/4"PFH ITW CONCRETE SCREW
STEEL
P
1 /4" X 2-3/4" PFH ITW CONCRETE SCREW
STEEL
1
JAM4 (FINGER -JOINT PINE - SG >= 0.42)
WOOD
2.:'
JAMB.;,! �
FIBERGLASS/COMP
3
JAMB
PVC
3
INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE
ALUMINUM
b
DOOR BOTTOM SWEEP
PVC
8
#6 X 1-1/4 PFH DRYWALL SCREW
STEEL
12
WEATHER STRIP QEBD650 Q-LON
Property Appraiser - St.Lucie G'°;rty, FL
Page 1 of 1
PROPERTY RECORD CARD
Nathaniel P McParland Record: 1 of 1 "Prev
Next»
Spec.Assmnt Taxes
Exemptions Permits Home Print
Property Identification
\UCIEo
Site Address: 1544 NW Buttonbush Cir
ParcellD:
4426-815-0054-000-5
0G2
Sec/Town/Range: 26 :37S :40E
Account #:
129414
Map ID: 44126S
Use Type:
SF Res
Zoning: PUD
City/Cnty:
Saint Lucie County
Ownership and Mailing Legal Description
Owner: Nathaniel P McParland Mary A McParland HARBOUR RIDGE -PLAT 13- BUTTONBUSH VILLAGE UNIT 47 (OR
Address: 1544 NW Buttonbush Cir 1819-2059)
Palm City FL 34990
Sates Information
Date Price Code
9/30/2003 420000 00
12/20/1991 417000 00
-------------- --------------
BM
xi
n.0
vwi
Assessment 2014
Deed Book/Page 2014 TRIM:
246500
WD 1819/2059 Assessed:
246500
WD 0769 / 1699 Ag.Credit:
0
Exempt:
246500
Taxable:
0
Taxes:
0
BUILDING INFORMATION
Total Land and Building
Land Value: 45000 Acres: 0.34
Building Value: 201500
Finished Area: 2739 SgFt
Exterior Features
View: -
RoofCover..
TC - Clay Tile
RoolStruct:
HP - Hip
ExtType: HA- - HA-
YearBlt:
1992
Frame:
-
Grade: A- -A-
ElfYrBlt:
1992
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall:.
DW -Drywall
Ful1Ba(h:.:. 3 ,
HeatType•,:•
:::
FHA - FrcdHotAir
AvgHt/FL-
112Bath;`.- 0:
HeatFuel:
'..
ELEC-Electric
Prm.Flors:
CU.- Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
Type
Measure Depth
SWAY - RES POOL AVG Y 1
350
AV
AV
1992
1 0100-SF Res
BI -Site
1
PA01 - POOL DK-AVG Y 1
848
AV
AV
1992
ENC2 - POOL ENC-AVG Y 1
1198
AV
AV
1992
DWBP - Drive-BrkPav Y 1.
720
AV
AV
1992
PHTR - POOL HEATER Y 1
1
AV
AV
1992
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/pasic/Prc.asp?prclid=442681500540.60.5
8/25/2014
_:.'2 U2" MIN. EDGE DISTANCE 2 7/16" MIN. SEPARATION TYP
CONCRETE/MASONRY
2 1/2" MIN: EDGE. 2 7/16" MIN. SEPARATION TYP
BY OTHERS DISTANCE
3/4" MIN. EDGE _ 2X WOOD FRAME BY OTHERS
CAULK BETWEEN DISTANCE
�--�4- 3/4" MIN. EDGE DISTANCE
CONCRETE/ MASONRY & 1X..- ................. . .. _._ .-._ . .. .
SHEATHING BY OTHERS
WOOD BUCK BY OTHERS "
1X WOOD BUCK.. ~. _ . -- -
BY OTHERS 4
1� 1/4-MIN. EXTERIOY OFINIRS
_ SH
EMBEDMENT :. g 1112" MIN. i
THE
EMBEbMENf,
- EXTERIOR FINISH /4 MAX SHIM
., .
1/4: MAX. SHI 1 1
BY OTHERS PERIMETER CAULK
PERIMETER CAULK - "
BY OTHERS 35 BY OTHERS
3
16 #14 WOOD SCREW 16
:
INSTALLATION ANCHOR � � �" ; INSTALLATION ANCHOR
1/4" ITW TAPCON
(STAGGERED, SEE 9 ` o.A (STAGGERED, SE,E 9
:$HEETS 4-5) 24 UNIT SHEETS 4-5)
—HEIGHT HEIGHT _
24 , ...
_. INTERIOR
- EX17 RIOR EXTERIOR._ Il
4 .. 46 4 46
VE.RTICAL.SECTI,ON
O.A. E -CONCRETE/MASONRY - ' -_, -" F VERTIXWAOL SECTION
UNIT HEIGHT 3 TRACK 3 TRACK
4
- 11 -INTERIOR i
.. 17 OPTIONAL
3
PERIMETER CAULK 39
BY OTHERS
SET SILL' IN BED OF CAULK .
OR WET CEMENT EMBEDMENT
4/4" ITW TAPCON ...
INSTALLATION ANCHOR
(STAGGERED, SEE SHEETS 4-5)
2 1/2" MIN. _
EDGE DISTANCE
2 7/16" MIN. SEPARATION TYP
p VERTICAL SECTION
CONCRETE/ MASONRY
7 3 TRACK
rowastern,
AR CHJT rCiUpdL
SYSTEMK9
EASTERN ARC TEC URA4 SYSTEMS
10030 BAYARM ROAt
FTMYER5•FL33913
PH:(B00)432-2204 FX:(239)369-2412
'c'
m
a
tb
L z YC[
> w 0'¢ Z
rn LL
d N, Z
a r^.
kn
Zw
Q Z
E.� o =
w
> O
w VN V
W
p O
V
m
!L
S
Rn
�r!TATE OF
1F ORi C.,
Hr; a°Z mZ ..30
LL
3(a Y2 UZ
O p U N
DWG #:
EA5022
SHEET: 7 OF14