HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
PLANNING & DEVE
® BUILDING&CODE D I
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(77;)4624578 pile
APPLICATION FOR BUILDI?k(' i±� fi�� ��►►I Qwy'
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: �-
6
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Cham (T-9 uc-� o c r F96►''1 t�lei sRca 7"herma Jr L)
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST. LUCIE COUNTY CERT.#:
BUSINESS NAME: 0.fa�u �7�12f a�-5
QUALIFIERS NAME: n%e l eclC,n�r
ADDRESS: kQ lg' Corcr:;ie- -b6Z,
CITY: STATE: ZIP:
PHONE(DAYTIME):r ( 739
-y 3va FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
Opening_. I Size
(K'X.H)
1. FL15037.2 62 i79
(Entry door) V1
2. FL15780.3 35 x 61 V1
(Double Hung)
I F1-15780.3 35 x61 (�
(Double Hung) 0
4. FL15780.3 35 x:37 0
,(Double Hung)
N
5. FL15780.3 35 x37 [rl
(Double Hung) C
6. FL15780.3 35 X37 X Q
(Double Hung) Kwo 9.y ,
7. FL15780.3 35 x37 :t- Q o
(Double Hung)
8. FL15781.6 72x61 r�
r�
(Horizontal Slider) (s] O 0 L)
41
9. FL15780.3 29 x 61 N
(Double Hung)
U
10. FL15780.3 29 x 61 ~ C
(Double,Hung)
11. FL15780.3 29 z'61', 5 Bed 3
(Double Hung) 3
12. FL15780.3 29 x-61
(Double Hung)
13. FL15780.3 30 x61 ^^
(Double Hung) L`8
Entry Living Dining Garage
46ed 2 1 13 12 11 10 9 8 7 6 G1
A
Bed 1 66 r-
3 2 LL oo
65
58 M p 'It
l- W Lei.
0
v 0 83 D
co 1`
\ .c
U-
C-E-YPEST.CDY
- SCI E:
" NOT TO SCALE
' DATE:
Oct 24,2016
- PAGE DESCRIPTION:
Site Plan
PAGE: OF
***REVISION*** PRODUCT CHANGE FOR OPENING#1 TO REFLECT ORDER 1
PARADISE EX'T'ERIORS
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Property Information Building Information
Owner: Minh-Tam&David Frye Wind Zone: 170 MPH.
Address: 3221 RIVER DR Exposure Category: C
Fort Pierce,FL 34981 Minimum Building Dimension: 28 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) IFElevation(ft) I Pressure(psf) Pressure(psf)
1 Int 62 79 7 34.8 -38.0
--- - ... .1.111_ _..._ .......---.. -- - —- -------— — ___1.1 11._. ----- --
2 Int 35 61 7 36.8 40.0
- _..--- ._ ---..._. ........... _..----- _ .___.--- .........------ -.._. _ _...---- ---
3 Int 35 61 7 36.8 -40.0
4 Int 35 37 _ 7 37.8 -41.0
5 Int 35 37 7 37.8 -41.0
- ... - --- ---- ---._._._..._........- ----.._-----...--- ---
6 Int 35 37 7 37.8 -41.0
--- --
7 Int 35 37 7 37.8 -41.0
8 Int 72 61 7 35.1 -38.3
9 Int 29 61 7 37.3 -40.5
10 Int 29 61 7 37.3 -40.5
--..............................1 111_._..-- -._.............._.------------------......... _.-_.........__.--.._..--......................-------------.................. --.__ --- -
11 Int 29 61 7 37.3 -40.5
------------------11_11- -- ---- -- — —
12 Int 29 61 7 37.3 -40.5
13 Int 30 61 7 37.2 -40.4
Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
1
Florida Building Code Online
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C01
Florida
j Product Approval
USER:Public User 1.1
Xxf ` r``rw
Product Aooroval Menu>Application Detail
t=4, FL# FL15037-R2
' Application Type Revision
' Code Version 2014
z� Application Status Approved
Comments
) Archived ❑
r � Product Manufacturer Therma-Tru Corporation
' Address/Phone/Email 118 Industrial Drive
a Edgerton, OH 43517
. (419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
S
` i' Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
' Subcategory Swinging Exterior Door Assemblies
x� 6, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
a Evaluation Report
� + Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
` a
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 3. King, P.E.
Q Validation Checklist- Hardcopy Received
` a7 � a
� ." Certificate of Independence FL15037 R2 COI Certificate Of Independence. dmf
'i
� R Referenced Standard and Year(of Standard) Standard Year
ak ^' asWt.
AAMA/W DMA/CSA101/I.S.2/A440 2005
' ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
3
-" ASTM E1996 2006
r , ASTM E330 2002
https://www.tloridabuilding.orgtpr/pr_app_tl.aspx7paramwGEVXQwtDquS73Fr2ZyiPg25CrdNkX6txpSJ8xZgrvdNhOBgoXF4hw%3d%3d[IO/24/2016 10:49:16 AM]
Florida Building Code Online
SSTD12 1999
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
*� Date Submitted 05/30/2015
w Date Validated 06/28/2015
,
: "- Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
'ry,m
FL#" Model,Number or Name,.' Description
15037.1 a. Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic", "Smooth-Star"or
"Classic-Craft"Single Fiberglass Door with or without"Impact"
Sidelite or Sidelites-Outswing/Inswing(X, OX or XO; OXO)
�. Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15037 R2 II Inst 15037.1.E
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 15037.1 for Design Pressure Ratings, any FLIS037 R2 AE Eval 15037.1.ndf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
? particulars. (For F]berClassic and SmoothStar doors and
",m -_• sidelites,this product approval requires the use of"J" part
`4 numbers for these doors and sidelites,which have been
stained or painted within six months of installation.
r 15037.2 ' =OpaqueFberglass Door 6'8 "Impact"Opaque"Fiber-Classic", "Smooth-Star" or'
t I "Classic-Craft" Double Fiberglass Door with or without"Impact"
x Sidel]tes Outswing/Inswing (XX or OXXO)Configurations
$ Limits of Use Installation Instructions
Approved for use in HVHZ: No, FL15037 R2II Inst 15037.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
$ Impact,Resistant:Yes Created by Independent Third Party:Yes
* a Design Pressure: N/A. Evaluation Reports
Other: See Inst 15037.2 for Design Pressure Ratings,any FL15037 R2 AEEval 15037:2.ndf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars. (For FiberClassic and SmoothStar doors and
$ sidelites,this product approval requires the use of"J"part,
numbers for these doors and sidelites,"which"have been `
a
stained or painted within'six months of installation.)
15037.3 c. Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic", "Smooth-Star"or
"Classic-Craft"Single Fiberglass Door with or without"Impact"
Sidelite or Sidelites-Outswing/Inswing (X,OX or XO; OXO)
Configurations
n Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15037 R2 II Inst 15037.3.pdf
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 15037.3 for Design Pressure Ratings, any FL15037 R2 AE Eva] 15037.3.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. (For FiberClassic and Smooth5tar doors and
sidelites,this product approval requires the use of"J" part' numbers for these doors and sidelites,which have been
if stained or painted within six months of installation.)
15037.4 d. Opaque Fiberglass Door 8'0"Impact"Opaque "Fiber-Classic", "Smooth-Star"or
"Classic-Craft" Double Fiberglass Door with or without"Impact
https://Nvww.floridabuilding.org/pr/pr_app_dtl.aspxTparam=vGEVXQwtDquS73Fr2ZyiPg25CrdNkX6txpSJ8xZgrvdNhOBgoXF4hw%3d%3d[10/24/2016 10:49:16 AM]
1
Florida Building Code Online
* t Sidelites, Outswing/Inswing (XX or OXXO)Configurations
a
„ Limits of Use Installation Instructions
f'.. Approved for use in HVHZ: No FL15037 R2 II Inst 15037.4.pdf
, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant-Yes Created by Independent Third Party: Yes
§k Design Pressure: N/A Evaluation Reports
Other: See Inst 15037'.4 for Desidn Pressure Ratings„any FL45037 R2 AE Eval 15037.4.pdf
additional use limitations, Installatlon'instructions and product Created:by Independentjhird Party:Yes
particulars. (For FiberClassic and SmoothStar doors and
sidelites,thls.prodtict approval requires the use of"J” part
numbers for these doors and sidelites,which have been
stained or painted within six months of installation:)
FM
Contact Us:•2601 Blair Stone Road,Tallahassee FL 32399 Phone:SSO-487-1824
The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement
� s
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 mall.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.
3,q Product Approval Accepts:
r= r
Credit Card
b5 ' ` Safe
,
https://www.floridabuilding.org/pr/pr_app_dt1.aspx7param=vGEVXQwtDquS73Fr2ZyiPg25CrdNkX6txpSJ8xZgrvdNhOBgoXF4hw%3d%3d[I0/24/2016 10:49:16 AM]
t
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Pwdtict Evaluation
Report
Date: Janua)j!23, 2015
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Opaque Fiberglass Double Door
Exterior Swinging
Exterior Door 118 Industrial Drive with and vrlout Sidelites
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 "Im act"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.for Therma Tru
Corporation based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
erein.
Llmitatfons:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering.The glazing meets missile level°D°.The assembly excludes Wind Zone 4 as defined in ASTM
E1996 and Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-15037.2 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-15037.2 for size and design pressure limitations.
Suppo rng ocumen
1. Test Report No. Test Standard Testina Laboratory Signed by
CTLA 980W-1 SSTD 12-99 Certified Testing Laboratories Ramesh Patel,P.E.
TEL 01460274 ASTM E188611996-05 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01460145 ASTM E1886/1996-02&ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 06-0831-1 AAMA/WDMA/101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E.
ASTM E1886/1996-02
2. Miami Dade NOA Materials Testing
13-0129.27 DuPont Butacite®PVB Interlayer
14-0423.17 Saflex Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15037.2 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute,certifying,,.,;
that Therma Tru Corporation is manufacturing products within a quality assurance program+that o 3Amc�„
complies with ISO/IEC 17020 and Guide 53. .
Lyndon F.Schmidt,P.E.
C"r;z FL PE No.43409
1/23/2015
Sheet 1 of 1
y}�•try all
11111
74.50"MAX.FRAME WIDTH V.. * ��T Q z�
THERMAITRU'5
THERMA TRU DOORS ,�'>•.. � ,,
1 1 8 INDUSTRIAL DR., ED6ERTON, OH 4351 7 C7 � ® ® ® ® ''/////11111 ll,`````1z'o o mzo
OPAQUE FIBERGLASS DOUBLE DOOR W e E m
w/ and w/out SIDELITES 3 3 a LLj 5 d a`
INSWING/ OUTSWING °o " " E o=
'IMPACT" ba
zCI
00 0
GENERAL NOTES DCI
(n 2`i z
LU
(2.
This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Z i W
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a zw
37.75'MAX. 149.75"MAX.FRAME WIDTH
Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base w w(SIDt31TE)material shall be beyond wall dressing or stucco. FRA 74:50'MAX.FRAME WIDTH--I N w
3. When used in areas requiring wind bome debris protection,this product compries with Section o a
1609.1.2o
f the FBC and does not require an Impact resistant.covedng.The glazing meets missile al a a
level,"U'.The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 o = / ® �
o the FBC. c� (�� �%� >;m
� = x
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x
buck masonry construction. c� z
3
5. Site conditions that deviate from the details of this drawing require further engineering analysis by 02 o o O X ° O N
a licensed engineer or registered archlect• w o
ILI
tL
TABLE OF CONTENTS B n
SHEET# DESCRIPTION ce " 0 o x
1 Typical elevations,design pressures S genera notes
a 2 Smooth Star door panel details e
$ 3 Fiber Classic door panel details
ZD
n
4 asslcCr door details 3
5 Smooth Star sidelite panel details and glazing details
c 6 FiberClassic sidelitepane detods ona glazing aelcils INA 01/ERALt: .,, fAJG. `DESAG C UI{E PS o
7 Classic Craft elite panel detailsand glazing details FRAME r,�
^ m
8 Elevations D N.fO ^o
DTMENSfON PO31T1YE (JEGAIIVE' z a
Z 9 Horizontal and vertical cross sections 8/21/12 =
10 Horizontal cross sections 74.5"x 8200" N/A +50.0 •50.0 c
w 11 Vertical cross sections scat: N.T.S.
12 Vertical cross sections avc.er: JK m'
13
Buck anchoring
149.7x'x 82.00" 21.00"x 63'.0" +50.0 -50.0
CHK ai: LFS 3
� 14 Frame anchoring
15 og details OPAA c No.: n
16 Bill of materials and components FL-15037.2 n
as,+arr 1 OF 16
kAaIerjtWrhenm Tru PMMWENT\FIorida produd Appmals\FL-150371DmvAngskCurrerthFL-15037Awg,2.2
m
>yo
>
ZO
X 8 C)
F.
MAX.DO L
0 79.25" DOOR PANEL HEIGHT 0
A
0
Z,
0 p
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A
0
z
f
C2
0
0m .c z
m
5 gv
0.97°
rn
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No.43409
PRODUCT, 0ee —t.P-pomd ft:
THREMA TRU ......
PART OR ASSEMBLY: BUILDING CONSULTANTS. IN
i4 UPDATE TO 5TH ED. (2014) FSC LFS
r^ yP.O. Bow 230, Vairloo. FL 33595
Phone N..: 813.659.9197
�4 SMOOTH STAR w
N) RDATE' REVISIONS -99 DOOR PANEL DETAILS --FaPE CA No. 91113
42012 R.W.BUILDINO C—NULTAIINC.
nul
2.375" TOP RAIL
EXTERIOR (COMP.)
0
11 'z d6
a. 'o. Z
n a:
0 N
INTERIOR HINGE STILE
w
LATCH STIL LO K
(WOOD) 0 IL
PQ (WOOD) m a.
5
FIBERGLASSSKIN z
0
rl'\HORIZONTAL CROSS SECTION fMIN CD65'THICKNESS)
-aj:
36.W'MAX. C rno
DOOR EXTERIOR INTERIOR
PANEL WIDTH
L
FOAM CORE
(POLYURETHANE-
1.9 PCF MIN.) 0
r F:Jl
m
............. ....... ........... (3
.............
SEE HARDWARE
Ed .......... Mi ...............
ARDWARE
CHART z
w 4, - ........ .......................
........................ ...............
U, �MANUPACWRU ........
..............
0
KWIKSET z
0 KNOB: SIGNATIUIRE SERIES En
X DEADBOLT. SIGNATURE SERIES(780)
0
<D3 E/)
SCHLAGE KNOB. -r SERIES(F10)
cl DEADBOLT. -r SERIES(360/62) oM
�2
BOTTOM RAIL
< a.
6
(COMP.) F4,:i'v'.' _ __
U w
J
—0
z
.2 MD001 PANEL 4
z
41 —0
Fiber aosslc 4 a
DAM 8121112 zo
sme N.T.S.
�2 VERTICAL CROSS SECTION DWG.BY.- JK m
CHY BY. LFS
DRAMNG NO.:
FL—15037.2
SHEET 3 oF
_16
1111
,
TOP RAIL f -1•S o ` i��
(COMP.)
C:'• v m
4.13" 1.S�{ ;t. ,'t:! 2 dei °
EXTERIOR I .t; _': :s o zci mn
�''' •.*...• ``` `7'n W
nn
HIS
rrl 11� Nzomc
SUN•:
1V Z 0=U
LATCH STILE INTERIOR HINGE STILE 4g E m°
(LVL) (LVL) a N m d a
a
1 HORIZONTAL CROSS SECTION Z
a �a �
kn
a
36.00'MAX.
DOOR
PANEL WIDTH a caw
EXTERIOR INTERIOR w �¢
2 N 54
4 "o
o
ry ® ® O
HAROWARETABLE FIBERGLASS SKIN a
x (MIN OL)90"THICKNESS)
e t,
m
21 SEE HARDWARE x MANUfACTURER MOpEL
J U
CHART z KWIKSET KNOB: SIGNATURE SERIES m
DEADBOLT: SIGNATURE SERIES(780) v
rn X ' o KNOB: 'F SERIES(F10) N
SCHLAGE
v DEADBOLi: "B"SERIES(B60/62) CORE(P REIHANE- w zz
4 1.9 PCF J Z
Pr, Ci
N o ¢
o
a IL i
42 DOOR PANEL BOTTOM RAIL ^
°a Classic CraO (COMP.) o
i
O u
z DATE: 8121172 °z_
I►—�-1 5' sm N.T.S. 10
5
2
DWG.ar: JK m
�E} �2�VERTICAL CROSS SECTION cNK BY. LFS
y 4 DRAWING NO.:
'a FL-15037.2 c
sNEEr 4 ar 16
Illll
..
TOP RAIL 1.67'
GI (COMP.)
EXTERIOR
0.667 - vjjj
EXTERIOR 0.66"
z c-m
_ \a 0m7°
°Z_S Z 0
g5g 9600n.
(WOOD) INTERIOR STILE(WOOD) a �
INTERIOR E oz
a N
8 3d
HORIZONTAL CROSS SECTION
36.00"MAX. 5 z
PANEL WIDTH aQ h
_ EXTERIOR W
210.L.O. CELLULAR TA 1/7GLASSBITE Wo
2 GLAZING 1"THK.GLASS �Z
5 TAPE
1/8"TEMPERED GLASS too
AIR SPACE off`
�^ 1 5/32"ANNEALED GLASS o o
EXTERIOR INTERIOR a a n
0.090 PVB INTERLAYER }
mi (SAFLEX OR DUPONT BUTACITE) Gl m
J w� 1/9,
U rj Z H10 X 1-1/7'PPH SMS 1/8" EALED GLASS m
a DOW 995 OR SIKA 552
T 2A SWIGGLE GLAZING
a 5 3A SPACER
n
INTERIOR z
o n
/�� G1 GLAZING DETAIL yr
L
a Ir
CORE
IAT 1.37' y� 1P90PCF M NE- o
a D o i
y FIBERGLASSSKIN
50 SIDEIITEPANEL =� (MIN 0.065'THICKNESS) h� F
v" Smooth Star 0.06" p
may° BOTTOM RAIL lz
�i (COMP.) z m
1A EXTERIOR FRAME INTERIOR FRAME 3A LITE FRAME TRIM vk;•*.' DATE 8/21/12 i
(ALUM.) (ALUM.) (ALUM.)
?: smE, N.T.S.
2 S
DWG.er: JK m
1.53 �I CNK.8f:
2QVERTICAL CROSS SECAON DRAMNG No.: w
5 FL-15037.2 0
sHEET 5 of 16
nul
.10 .........
%N-A, -.1, ....
Z
TOP RAIL 1.67 'Q '' �
EXTERIOR (COMP.) m
G1 Is
V NQ
EXTERIOR 0.66'
0 q
411. ........... r
9 to
fill%% z —
0 0ro 0 0
z
U
ti. o
E(WOOD) INTERIOR STILE(WOOD) d
C
INTERIOR
1z
PANE'MAX.
PANEL WIDTH HORIZONTAL CROSS SECTION
21.0E'MAX.
D.L.C.
EXTERIOR
C LAIR
1A I/2'GLASS BITE vio
GLA I"THK.GLASS On' S. I z
TAPE
I ffTEMPERED GLASS
AIRSPACE
0r,
EXTERIOR INTERIOR
d i 5/32`ANNEALED GLASS
zd
0.09(Y'PVB INTERLAYER Oo
1(7,� (SAFLE)(OR DuPONT BUTACrrE)
#10 X I-I/7PPH SIMS 1/8"ANNEALED GLASS
5,21 DOW 995 OR SIKA 552
2A SW LE GLAZING
Ln
3A SPAC z
INTERIOR
rA
GT GLAZING DETAIL �
RBERGLASS SKIN
9 b MIN 0.069 THICKNESS) 41
2
1
SIDEME PANEL
j_ N
d
t; T
1.47 1.37 FOAM CORE
FiberCiossic I YURETHME-
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1.9 P IN
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&
0 -T BOTTOM RAIL
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a y PART OR ASSEMBLY: �'!BUILDING CONSULTANTS, INC.
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1 15 15 UPDATE 70 5TH ED. 2014 FBC LFS P.O. Box 230.Wdeo. FL 33595
N DATE BY ELEVATIONS tYYYY Phone No.: 813.659.9197
REVISIONS FSPE CA No. 9813
201 2 R.W.9UILCINU CONSULTANTS INC.
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q inswing can8guration shown 9 Outswing configuration N�
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CONCRETE ANCHOR NOTES:
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� 1.Concrete anchor locations at the corners maybe adjusted to maintain the min.
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maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
$ 3. Concrete anchor table:
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ANCHOR ANCHOR bilN
MIN C[EARANCE:_MtN ClE14ftANCEi °
TYPE SIZE EMBEDMENT
70 MASONRY 1�0 ADIACEtYT,;; ,
W EDGE .....': :ANCHOR.--.:':..:;:
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PC o 1/4" 1-1/4" 2" 4" swE N.T.S. °
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ULTRACON
CHK.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: DRAMN°No.:
N
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DETAIL 1 ASTRAGAL SEE HINGE d z
DEUIL2 BOLT HOLE DETAIL w
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S CONCRETE ANCHOR NOTES: , DETAIL BOLT HOLE 1 X BUCK � CC,
rr
' 1.Concrete anchor locations at the comers may be adjusted to maintain the min. N
edge distance to mortarjoints. — F
2.Concrete anchor locations noted as MMX.ON CENTER"must be adjusted to 2X BUCK L 29 0
& maintain the min.edge distance to mortarjoints,additional concrete anchors a d
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is 3 Concrete anchor table
MIN CLEARANCE MIN CLRARANCE 2g MASONRY 24
pNCHOIT ANCHOR. MfM K u a
TYRE.::: S17E, EMBfDMFNr roMASONRy roanlacENT z T -
Ir
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WOOD SCREW INSTALLATION NOTES: GRAWMG rro.:
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.e sxEEr 14 or 16 ID
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•• m THREMA TRU Lyndon F. Seh-Id �i ROFi>Ot;••'' ��
P.E. No. 43409
PART OR ASSEMBLY: mK BUILDING CONSULTANTS, IN��I1\1
lv � to 1 1 15 15 UPDATE TO 5TH ED. 2014 FBC LFS J 1.�]/��P.O. Bor 230, Valrlco, FL 33396
ol ro N NO DATE 6Y ASTRAGAL DETAILS 1Ir Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 8813
®2012 R.W.BUILDING oDNe11 LTANTe INC.
nu
Bill OF MATERIALS Ab
JFM R DESCRIPTION MATERIAL `Vim'••• •• -
A 1X BUCK SG>=0.42 WOOD r-- 4.563" �
8 2X BUCK SG>=0.42 WOOD
C 1/4"MAX.SHIM SPACE
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL — �'i; "" �% ` oiq Co
MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI f<, '���:rr*rt►���� Nu'+> m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o 2 36"�� z C,z°
N•;
F 114"X I-3/4'PFH ITW CONCRETE SCREW STEEL a o K i d
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEP. E m Z m
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I Jamb d SIDE a N 9 o 0 a.
1 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL c LL m a a
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL °
E o
K #8 X 2-1/7'PFH WOOD SCREW STEEL
a
L #10 X 2-1/2'PFH WOOD SCREW STEEL
M #9 X 2-1/7'PFH WOOD SCREW STEEL o
N 3/16"x 2-1/4"PFH ITW CONCRETE SCREW STEEL
O 3/16"x 2-3/4"PFH ITW CONCRETE SCREW STEEL
1 HEAD AND SIDE JAMB)PINE)SG>=0.42 WOOD ¢�n
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM I I ~ �z
I t #10 X 1-1/7'PFH SCREW STEEL F— 4.563' m a
12 #10 X T PFH WOOD SCREW STEEL = w o0
18 THRESHOLD OUTSWING ALUM./WOOD IB OUTSWING
22 INSWING SIDELITE ADAPTER STEEL Threshold 7I o m
23 OUTSWING SIDELITE SPACER STEEL �
26 ASTRAGAL STRIKE PLATE STEEL a a
27 LATCH STRIKE PLATE STEEL 5.83" t2
r
28 DEADBOLT PLATE STEEL 1.68 m
29 4!'X 4"HINGE STEEL
32 DOOR BOTTOM SWEEP PVC
33 INSWING THRESHOLD ALUM./WOOD
40 FIBERGLASS DOOR PANEL-SMOOTH STAR ry
41 FIBERGLASS DOOR PANEL-FIBER CLASSIC N
42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT w g
46 ASTRAGAL ALUM. 33 INSWING N
47 ASTRAGAL FLUSH BOLT STEEL lWashold m
48 ASTRAGAL FLUSH BOLT RETAINER STEEL
e 50 FIBERGLASS SIDEUTE PANEL-SMOOTH STAR
$ 51 FIBERGLASS SIDELITE PANEL-FIBER CLASSIC - 2193'
52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT - A—zo 2.1 IS' a
o
DATE- 8121112 1
sa sw¢: N.T.S. °
F z 3 OUTSWINGSIDELRE 1NSWINGSIDELRE vm m': JK m
22
Spacer Adapter CHK.In; LFS 3
DRAW G NO.: m
FL-15037.2 a
A! sH¢r 16 ov 16
.a