HomeMy WebLinkAboutBuilding PermitAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: Permit Number: a.1�d" OOaCo
RECEIVED
�, OCT 0 12021
� -_� Building Permit Application
St. Lucie County
Planning and Development Services Permittirr,
Building and Code Regulation Division Commercial Residential
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
PERMIT APPLICATION FOR: Exterior Door
PROPOSED IMPROVEMENT LOCATION:
Address: 4409 Garner Ct., Ft. Pierce, FL
Property Tax ID #: 24071210027 000 2 Lot No._
Site Plan Name: Front Door Block No.
Project Name:4409 Front Door
DETAILED DESCRIPTION OF WORK:
Front Door Install Exterior Door - LHOS
F-L // / 36= 02 �%�J WPC - -0&_ 4--r,I
New Electrical Meter Second Electrical Meter (Affidavit required)
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit — check all that apply:
_Mechanical _ Gas Tank _ Gas Piping _ Shutters XXWindows/Doors _ Pond
Electric _ Plumbing _ Sprinklers
Total Sq. Ft of Construction:
Cost of Construction: $ / 0,9 Q
Generator
Sq. Ft. of First Floor:
Roof Pitch
Utilities: —Sewer —Septic Building Height:
OWNER/LESSEE:
CONTRACTOR:
NameVIP Home Management Inc.
Name: Ray Villanova
Address:1172 SW AlcantarraBlvd
City: Port St. Lucie State: FL
Zip Code: 34953 Fax:
Phone No.
E-Mail:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
Company: Villanova Construction Inc.
Address: 2908 Oleander Blvd
City: Ft. Pierce state: FL3498
Zip Code: 34982 Fax:
Phone No 772 940 6 554
E-Mail rayvillan@aol.com
State or County License CRC 1327518
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
If value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required.
ill
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
MORTGAGE COMPANY: / Not Applicable
n a
Name: n/a
Name:
Address:
City: State:
Address:
City: State:
Zip: Phone
Zip: Phone:
FEE SIMPLE TITLE HOLDER• Not Applicable
BONDING COMPANY: Not Applicable
_
Name: n a
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for
improvements to your property. A Notice of Commencement must be recorded in the public records of St.
Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult
with lender or an attornev before commencing work or recording your Notice of Commencement.
ature/6f Owner/ Lessee/Contractor as Agent for Owner
STATE OF FLORIDA St. Lucie
COUNTY OF
Sworn to or affirme anj subscribed bef me of Physical Presence or Online Notarization
y_September 2 y Y
this day of, 20 b
Name of person making statement. 6tp��xooa "� �i�•'1""'t °�'O'%
IZOZ't Fey saiiGx3
99 �► uoissiwwoo
Personally Known xxx Otsw OR Produced Identification ►:,
Type n ificatiop Produced a31M303YOG 'N A3RlMS
of Notary PubliNState of Florida )
Commission No. i� i q 5 ) C (Seal)
REVIEWS I FRONT I ZONING
COUNTER REVIEW
DATE
RECEIVED
DATE
COMPLETED
SUPERVISOR PLANS VEGETATION I SEA TURTLE MANGROVE
REVIEW REVIEW REVIEW REVIEW REVIEW
10/1/21, 12:04 PM
FLORIDA 06PA,1WENT Oft i • Professional Regulation
BCIS Home Log In User Registration Hot Topics
Florida Building Code Online
I pi.U� ^�
P"
Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
b`�
�
pr
H:IProduct ApprovalUSER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail FILE C V'
• FL # g5CEIVED FL11136-R9
Application Type Revision
Code Version OCT o 2021 2020
Application Status Approved
St. Lucie County *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
Permitting the POC and/or the Commission if necessary.
Comments
2cCep 6� 4
Archived
Product Manufacturer JELD-WEN
CODE COMPLIANCL
Address/Phone/Email 3737 Lakeport Blvd --T- LUCIE COUNTY
Klamath Falls, OR 97601
fbcl 3936 BOCC
fbcl
@jeldeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com L �/
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11136 R9 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM E84-
16.pdf
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgftaGslp3Gvui5HdtONaDpDU2UeivNsadz8ndcspruXrw%3d%3d 1/4
1011121, 12:04 PM
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL # Model, Number or Name
11136.1 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +65/-70
Other:
11136.2 1 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +80/-80
Other:
09/29/2020
10/01/2020
10/08/2020
Description
3'-0" x 6'-8", Opaque, Single Door, Inswing
Certification Agency Certificate
i FL11136 R9 C CAC NI013373.02.pdf
Quality Assurance Contract Expiration Date
12/31/2022
Installation Instructions
FL11136 R9 II D015024 Contours Energy Star SE IS OPQ
FBC SS 2020-09-25.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports —
FL11136 R9 AE PER6758 SS 20_20-09-25.pOf
Created by Independent Third Party: Yes
3'-0" x 6'-8", Opaque, Single Door, Outswing
Certification Agency Certificate
FL11136 R9 C CAC NI011233-R5.pdf
Quality Assurance Contract Expiration Date
08/31/2024
Installation Instructions
FL11136 R9 11 D015881 ST WF SE X IN OP ES24 IMP 3-Ox8-
0 3-0 6-8 SS 2020-09-25.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R9 AE PER6760 SS 2020-09-25.pd
Created by Independent Third Party: Yes
11136.3 I Contours Steel, Steel Edge 13'-0" x 8'-0", Opaque, Single Door, Inswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other:
11136.4 Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +61/-65
Other:
11136.5 ' Contours Steel, Steel Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +66/-66
Other:
Certification Agency Certificate
FL11136 R9 C CAC N1011232-R3.pdf
Quality Assurance Contract Expiration Date
08/31/2024
Installation Instructions
FL11136 R9 II D015882 STL SE 30x70 IS and OS IMPACT
DUNBARTON FRAME FBC SS 2020-09-25.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R9 AE PER6761 SS 2020-09-25.p,.df
Created by Independent Third Party: Yes
3'-0" x 8'-0", Opaque, Single Door, Outswing
Certification Agency Certificate
FL11136 R9 C CAC NI011232-R3.pdf
Quality Assurance Contract Expiration Date
08/31/2024
Installation Instructions
FL11136 R9 II D015881 ST WF SE X IN OP ES24 IMP 3-0x8-
0 3-0 6-8 SS 2020-09-25.12dj
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL11136 R9 AE PER6760 SS 2020-09-25.pdf
Created by Independent Third Party: Yes
3'-0" x 7'-0", Opaque, Single Door, Inswing
Certification Agency Certificate
FL1113G R9 C CAC NI011401-R3.pdf
Quality Assurance Contract Expiration Date
10/31/2026
Installation Instructions
FL11136 R9 II D015880 ST WF SE X OUT OP ES24 IMP 3-
Ox8-0 3-0 6-8 SS 2020-09-25.pd
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgttaGsIp3Gvui5HdtONaDpDU2 UeivNsadz8ndcspruXrw%3d%3d 2/4
JELRWEN® Steel
s
8'"8" & 8'-0" SINGLE INSWING OPAQUE STEEL EDGE
n
IMPACT STEEL DOOR IN WOOD FRAME - 0 Ob
3'-1 3/4' Ow % Cr
GENERAL NOTES MAX. FRAME WIDTH m
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA MAx. AWEI WIDTH U J
CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY Z J
HURRICANE ZONES" (HVHZ). REQUIREMENTS. Y-1 3/4' 0A. Q
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY MAX. FRAME MOTH Z Loll LL 64
TO TRANSFER LOADS TO THE STRUCTURE.
JLJ
3. PRODUCT ANCHORS SHALL; BE AS LISTED AND SPACED MAx. PANEL WIDTH Q Q
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE _1
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C) n In
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. J th Q
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: LU ^ -+ _
-FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 4 co Y 0-
-FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 _
6. THIS SYSTEM WAS TESTED FOR 2.86 LEIS. WATER PRESSURE S i
AS PER ASTM-E331. i
7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR "HVHZ".
i a ZF
U
INSWING IMPACT STEEL EDGE DOOR O Z d
(Common to all Irame conditions) 4 o r
DOOR LEAF CONSTRUCTION: A ^ - J W
cD
Face sheets: 24 go. (0.020") minimum thickness, Galvanized A o o 0 W $S
Steel A-525 commercial quality - AKDQ per ASTM 620 With minimum average yield strength Fy=26,240 psi. 0 U ,ten m N N W Z
Core design: Expanded polystyrene with 1.0 to 1.25 lbs.Ck
density, by JELD-WEN. m W C m LLIO
Panel Construction: Steel face sheets glued to expanded m Q w W Z
polystyrene (EPS), with steel top and bottom rails and
steel stiles with a wood lock block reinforcement. The I O a QIY
hinge stile contains a MDF board for added hinge support. j o EZ
>yW
Frame Construction (Both Frame Tvaes), The head jambs A A p � F-U
D: Q
LA
and side jambs are mortised, butted and joined using (J) a a
7/8" x 2" wire staples. An aluminum adjustable inswing
threshold was unitilized of the sill. An optional aluminum N �3 3 Y ' m
ADA threshold is available. Il.
SINCL�' INSWINC UNIT /X) SINGLE INSWING UNIT U)
TABLE OF CONTENTS SCALE 1/2" =1"-0" SCALE• 1/2" =1'-O"
I in
SHT DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES o�cRHANc `+�
2 VERTICAL CROSS SECTIONS & BOM ALL DOOR MODELS ARE VIEWED �� Z
3 HORIZONTAL CROSS SECTIONS FROM THE INTERIOR SIDE R m O
4 ANCHORING LOCATIONS & DETAILS >>
5 UNIT COMPONENTS J
*NOTE: PRODUCT HAS NOT BEEN RATED FOR' z- - 0 0 - -
WATER INFILTRATION. IF AUTHORITY HAVING
JURISDICTION REQUIRES THAT PRODUCT MEETS N 4
THIS REQUIREMENT, PRODUCT SHALL BE USED oa N 0
WHEN INSTALLED AT LOCATION PROTECTED BY p p p
- OHOVERHANG SUCH
THAT OVERHANG
V RHANG1(OOH) RATI ````% Fit 1I
5` DATE:12 D7 07
�L �' ' p SCALE: AS NOTED
* 7 wc. BY: EAG
S S A OF " * CHK. BY:S. SAFFEL
o ` DRAWING NO.:
Digitally signed by Hermes F Norere O D015881
Reason: I am approving this document pN
Date: 2020.09.25 23:37:52 402'00' FaPe'�n i�( EL' %`]95Te SHEET 1 ae 5
�1— —
DESIGN PRESSURE RATING
_
• WHERE WATER INFILTRATION
REQUIREMENT I$ NEEDED
WHERE WATER INFILTRATION
REQUIREMENT I$ NOT NEEDED
6'8" (X)
+80.Opsf
-BO.Opsf
+80.Opsf
-80.Opsf
8'0" (X)
+61.Opsf
-65.Opsf
+61.Opsf
-65.Opsf
3/4„
2 3/ 16"
13 COMPRESSION WEATHERSTRIP
SCALE- 6" =1 '- O"
4
HARDWARE USED
m
v m
o
�w
2 1/2" MIN.
o
w
�
MATERIALrn
`a
1 LATCH JAMB 1 1 4 x 4 9 16 PONDEROSA FINGER JOINTED PINE
PINE
Z
1 /$ -� 7
31
\
° C °
2 HINGE JAMB 1 1 4 x 4 9 16 PONEROSA FINGER JOINTED PINE
HEAD JAMB 1 1 4 4 6 16 PONDERSOA FINGER JOINTED PINE
PINE
PINE
-.J
EQ
it1
_
32
3 x
32
N
�+ 31
-
4 4" x 4" UTT -HIN 1 a.. 7' HAGER)
5 #9 X 1" PFH OD SCREW HIN TO DOOR
(n '-
U Cc J
3
6 9 x 3 4' PFH WOOD SCREW HINCE TO DOOR
STEEL
Z 0 -1 M
Q
`3
7 #8 PFH WOOD SCREW WITH 1.15 MIN. EMS. INTO SUB -BUCK
10 2 PFH WOOD SCREW
STEEL
STEEL
LL 00
8 x
9 3 16 TAPCON MIN. EMBEDMENT 1 1 4 INTO MASONRY
STEELLu
00
10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063-TS
ALUM.
Q F'
11 INSWING ADJUSTABLE THRESHOLD 1.25 x 4.56
ALUM.
--1 Q "T
SEE DETAIL A
SEE DETAIL A
12 NOT USED
-
6 I\ Lo
ON SHEET 5
ON SHEET 5
13 COMPRESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650
FOAM
-1 n Q =
13
1$
13
1$
14 12 x 3 PFH WOOD SCREW
STEEL
m Y a
15 9 x 1 PFH WOOD SCREW
STEEL
16 IFACE SHEET 24GA. .020 THK. MIN. GALVANIZED STEEL
STEEL
17 8 z 2 PFH W000 SCREW
STEEL
18 TOP RAIL I.73" z 1.21 z 0.021 THK
STEEL
19 BOTTOM RAIL 1.73 x 1.21" x 0.021 THK
STEEL
26
26
20 SIDE STILES 1.73 x 1.21" x 0.021 THK
STEEL
21 WOOD LOCK BLOCK 1.67 x 3.0 x 18.75
WOOD
Z Lj
22 STRIKE PLATE
-
3 U
p^ Q
23 MDF BOARD
MDF
Q
^ p ^ ap
^
QO a 0 Q
24 z 1.69" D R BOTTOM P
25 W000 LOCK BLOCK
VINYL
WOOD
Z Z
pp Qz0 Q
^^
I
!�^
z0
26 EXPANDED POLYSTYRENE 1.0 to 1.25 lb. DENSITY BY JELD-WEN
FOAM
W W21 �J
I I
a0 O
i0 a0 p0 O
00
27 KWIKSET TITAN SERIES LOCK 200 OR 660
-
CJ U Q
10" O
1 1
i0 u0
`-' I
00
1 1
10
28 YALE HERITAGE SERIES DEADBOLT
-
Z O W
W W
I-
GO
29 LATCH SCREWS 8 ■ 1 1 2 PFH W000 SCREW
30 NOT USED
STEEL
-
N
J N
~ ~
W = W 2
31 2X WOOD BUCK
WD00
O W p
W = W m
p
C7 CD
= _ CD
O
32 1 4" MAX. COMPRESSION SHIM
WOOD
I V) KL�
2 x c2
W
w w
w w
tr w w
S3 t 6 CA. 7 16 CROwN x 2 LONC STAPLES
STEEL
U O
U,
m2
W
w =m
W O] JJ
a w Q
X
Z
J J
w w
lY d'
w w<
X
Z J J
- w w
O w V J
a m
wtr
as
awQ�
as
mxmx
�<
���
<<
16 26
pov�>
a
m m
a
a
r\I 00 n
m QI
N Ln
uO Or
uj d'
N g� 3 Y a m
NNm to
m Or^
..
19 X H
W_ rn n
m rn
w z
m
24Ld
k
10
L�
26
26
er ed
e z
16
i6
R c_>n
Tll�
z
lJ
01919
9
Mm
24
w
\
oo
YI T oo0ui
P mom��\Qz
NV o
I
0 P. —
i
CONCRETE INSTALLATIOSICALE' 3" ,�i�
����
a n N — z
31
e r ea
�
L
'i� DATE: 12107107
O
SCALE: AS NOTED
1 3/4" 7
2 1 /2"
' *
WG. BY: EAG
9
pS
*
CHK. BY:S. SAFFEL
0�
�ii�i
DRAWING NO.:
VERTICAL
CROSS SECTION TYP
VERTICAL CROSS
SECTION TYP.
��
DO15887
�J WOOD FRAME INSTALLATION
SCALE.
3" =1'—O"
2 CONCRETE INSTALLATION
SCALE. 3" =1'—O"
SHEET 2 of 5
Ta
u1
9 15/16
00
00
9 15 16" Ln
0
I N
9 15 16"
9 15 16"
9 15 16"
8 9 16" 8 9/16"
SEE DETAIL D
6 6"
6P?/
I 17 9 _
O 00
P.
00
7 9
,- - i
SEE DETAIL B
9 15 16"
A
9 15 16" a A
ANCHORING LOCATIONS
INSWING SINGLE UNIT (X)
SCALE: 112" =1'-O"
SEE DETAIL C
SEE DETAIL A
1'-0 3/16"
1 -0 4
5'
1'-0 g 11 fi
1'-0 `71
1'-0 9/16'
1'-0 5/16" SEE DETAIL B
1'-0 5/16"
ALL DOOR MODELS ARE VIEWED
FROM THE EXTERIOR SIDE
E
C
ANCHOR
INSWING
SL
37 3/4" MAX. FRAME WIDTH
36" MAX PANEL WIDTH 32 J1 m
31 32 22 O 4 1Y
21 25 26 N RI R 5 co
17 20 23 ~ J
U CCa
CL
LL Cm
\\\\ \\ \\ W Y =
�\ 16 26 20 % Q .--
\ 16 SEE DETAIL A j 7 O ^ Q�Q
7 \\> ^
13 EXTERIOR ON SHEET 5 i// Lj Ya
_=
��
1 27 2 '
1 1 /4" 1 /4" MAX. SHIM SPACEI-
1 1/4" MIN. EMB.
p
Z_ �—
rA-'\ HORIZONTAL CROSS SECTION TYP. 3 ¢ n
3 WOOD INSTALLATION SCALE 3" =1'-O" z p
— F-
Li� w
J U%
37 FRAME WIDTH 4" MAX.
3 o N
/ 36" MAX. PANEL WIDTH
J
36" MAX PANEL WIDTH 32 dl j
31 32 22 4 31 8 ®® ®® I ®® �¢' N ZO
17 21 25 26
INT RI R 5 ®® u p Ip �8 2023 8 o p _
®® a
cn
00 go
27 16 20
2 5/S" \\\\ SEE DETAIL A �16
26 13 a 2 5/8 ®® ®® ®® ®®® QOQ `�3rg
MIN. 7�ON SHEET 5 EXTERIOR 2 MIN. ®®® $
1/4 +� 1 1/4" 1 1/4" ®® ■�■ $ w aS� O
1
MIN. EMB. MIN. EMB. 00 on 0 ®® �, ■ ��� a
D_
nann0�
0 0 , 0
Li
00
B ON rrp�mN^
3 CONCRETE INSTALLATION SCALE: 3" =1'-O"
�onancv�Z
DATE:12 07107
IL SCALE: AS NOTED
* wG. er: EAG
A S OF * CHK. BY:S. SAFFELL
SOT 1OP`: �((�` DRAWING NO.:
DO15881
veve GuF�f auLL,ae %2ss7e SHEET .3 OF 5_
a
2 5/8"
MIN. 1-4
1
1 1/4%
MIN. EMB.
37 3/4" MAX. FRAME WIDTH
36" MAX PANEL WIDTH
m
21 25 261NTERIOR
20V-77 �( \\
\
\\\
13
1
1 1 /4"
1
1 /4" MIN. EMB.
@i
V/
SEE DETAIL Ate"
EXTERIOR ON SHEET 5
2
4" MAX. SHIM SPACE
A ) HORIZONTAL CROSS
3 WOOD INSTALLATION
37 3/4" MAX. FRAME WIDTH
36" MAX PANEL WIDTH -
22
21 25 26 INTERIOR
20
\�\ SEE DETAIL A
ON SHEET 5
1
1 1/4"
EXTERIOR
z
7
jjT7 1 2 5/8"
p MIN.
1
1 1 '4"
MIN. EMB.
8 9/16" 8 9/16"
SEE DETAIL D
1 6'�I 6"-
6' I I
91516'• 7 9
ao TYR00 —
M
9 15 16" 'n , M
00 1
I N — M
9 15 16" M I
c —
9 15 16" 7 9
TYR —
9 15 16"
9 15 16" SEE DETAIL B �\
9 15 1, A A ]*
ITYP.
6''{ 6"
ANCHORING LOCATIONS
INSWING SINGLE UNIT (X)
SCALE. 1/2" =1'-O"
6 14
6 e
0
8 17
DETAIL A DETAIL B
SCALE 3/8" =1'-O" SCALE 3/8" =1'-O"
SEE DETAIL C
SEE DETAIL A 6"-�{ 6"
6" I
7
1'-0 571 7 9
TYe.
1'-0 5716" 4'
5'
1'-0 5716"
1-0 571 7 9
TYe. _
1'-0 571
1 1'-0 5716" SEE DETAIL B
1'-0 5716" C
ALL DOOR MODELS ARE VIEWED
FROM THE EXTERIOR SIDE
J 1 TYP.
I
ANCHORING LOCATIONS
INSWING SINGLE UNIT (X)
DETAIL C DETAIL D
SCALE 3" =1'-O" SCALE 3" =1'-O"
SCALE. 1/2" =1'-O"
SEE DETAIL D
i
8
2'
2'
SEE DETAIL C
ULIAIL A
0
>
J O
m
U cc
Z O Q M
Z w L` CO
LU Q °o
Lo
w�a=
3 M `L a
z�
3a
'^ a
zz
Jw Z
Zo 0
�w ¢
oW oQ
1 �' 'D W
oc z o
dl o 'd
w
00 a U
LI o - a
9
0
p S*
VON
0P `
% to ID �
c' waEL_%
SCALE:AS NOTED
wG. BY: EAG
cHN. ay:S. SAFFELL
DRAWING NO.:
D015881
SHEET 4 of 5
-D
u
82 3/8" MAX. FRAME HEIGHT (6'-8")
81 5/8" MAX. FRAME HEIGHT (6'-8" ADA)
98 3/8" MAX. FRAME HEIGHT (8'-0")
97 5/8 MAX. FRAME HEIGHT (8'-0" ADA)
TERIOR
JTERIOR
80" MAX. PANEL HEIGHT (6'-8")
96" MAX. PANEL HEIGHT (8'-0")
82 3/8" MAFRAME IGHT (6'- ")
X.
81 5/8" MAX. FRAME IGHT (6'-8" A)
98 3/8" MAX. FR E HEIGHT (8'-0"
97 5/8 MAX. FRA HEIGHT (8'-0" ADA
TERIOR
JTERIOR
80" MAX. PANEL HEIGHT (6'-8")
96" MAX. PANEL HEIGHT (8'-0")
rn
1 3/32"
MIN. EMBED.
oN
Zm
m
(n p
m
ni
�r C�
cn
I
rn �
1
1 /4" MAX
o U) SHIM
THK.
Z m
1 1 /4"
= p u
MIN. EMB.
m
m�
c D
a
C.J
v
N
v
v �
Z
C', 1 l N
W
C4k)
W
W
WNNNNNNNNNN—'—`���—'��-1D
OcD
00
Ili
O�U��
WN�OOOD
V
O�(T�
WN�O
00
V
OU��
W
N�
fTl
°'
<
N
x
Z
0
—<
D
T
i
m*
x
p
K
O�
W*
N
W
O
T
O
m
—n
D��
()
0
Z
0
Z
D
O
W
�
Oo
z*
?
=
S
m—
S�
O�
�nm�y00'��
NZO
:crA
O
OITI0-ax
ONO�N
O
mx
N���DJO
�C
-x
x
x
D0n
O
D
OC=
_x
ZrTt-x
V>oMnm
�mOX
O�Or�r'Tm
:L4N^-7DN`CI—
>DD
3/4"
2 3/16" —�
' FOOD ✓ NB FINCER✓0/NTED PINE
SCALE 6" =1'—O"
z
3
9/16"
—4
O O
1/16" (Min)
/ e \BUTT HINGE 4x4xf2 CA.
`i SCALE- 6" =1'-O"
�{ 1 3/4
r—1 1 1 /4"
4"
I� 2 1/4"
--.I
1/ —
e/ n ADA ALUNINUM THRESHOLD
iv SCALE- 6" =1'-O"
DOOR TOP RAIL & SIDE STILE
l �L'0 PRESS/ON ATHE STRIP o on CALV STEEL
SCALE 6"
18 3/4" for 8'-0" DOOR
11 3/4" FOR 6'-8" DOOR
4 1I/4" lrr
rTTp
C�
1�
DIA. VARIES WITH
HARDWARE USED
1�0� VINYL BOTTOM DOOR SFEEP z� z5
I 1 3/4 �{�{�
�n I 1 3/16"
19 /RAIL
SCALE 6" =1'-0"
1 23/32"
1 3/16"
" /NSF/NC THRESHOLD
SCALE 6" =1'—O"
OIL& OIL
�Iwi�dlw
.23 SCALE 6" =1'-0"
3/16" C—SINK.
I
DETAIL A
SCALE- 1/4" =P—O"
0
0
m
co O
m
J
ZOQM
Z W LL N
W DO
Y DO
Q Q �
W T\ ¢ _
c') Y a
3Q
Z�
wW
J
y W Z
W a
w �
DONc U
df Ld m
w
raoO 0
o �
a
wTE:12 07 07
:AS NOTED
*
BY: EAG
wc.
8 OF
* cHN. er:S. SAFFE
��� - IDP : •(p�`� DRAWING NO.:
D015881
''� .... \�```` SHEET 5 OF 5
JELBr-WEN, Steel
6'-8" & 8'-0" SINGLE INSWING OPAQUE STEEL EDGE
IMPACT STEEL DOOR /N WOOD FRAME
GENERALNOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA
CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY
HURRICANE ZONES" (HVHZ) REQUIREMENTS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCF�ORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON 'bETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS:
—FOR 6'8" WOOD FRAMES — SEE TABLE SHEET 1
—FOR 8'0" WOOD FRAMES — SEE TABLE SHEET 1
6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE
AS PER ASTM—E331.
7. THIS PRODUCT DOES NOT MEET THE WATER REQUI ENTS
FOR "HVHZ".
INSWING IMPACT STEEL EDGE DOOR
(Common to all frame conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 ga. (0.020") minimum thickness, Galvanized
Steel A-525 commercial quality — AKDQ per ASTM 620 with
minimum average yield strength Fy=26,240 psi.
Core design: Expanded polystyrene with 1.0 to 1.25 lbs.
density, by JELD-WEN.
Panel Construction: Steel face sheets glued to expanded
polystyrene (EPS), with steel top and bottom rails and
steel stiles with a wood lock block reinforcement. The
hinge stile contains a MDF board for added hinge support.
Frame Construction (Both Frame Types): The head jambs
and side jambs are mortised, butted and joined using (3)
7/8' x 2" wire staples. An aluminum adjustable inswing
threshold was unitilized at the sill. An optional aluminum
ADA threshold is available.
TABLE OF CONTENTS
SHT #
DESCRIPTION
1
TYPICAL ELEVATIONS & GENERAL NOTES
2
VERTICAL CROSS SECTIONS & BOM
3
HORIZONTAL CROSS SECTIONS
4
TNCHORING LOCATIONS & DETAILS
3'-1 3/4" O.A.
MAX. FRAME WIDTH
3' O.A.
MAX. PANEL WIDTH
D
® ® o
x
S2
= xx
0
i _�
w it
w � U`
Z X
a �a
.�
x
�a
0
0 000
00
� M
O �,N
co L�
�co
Ln
0o
'nT
i
o+ �
I
SINGLE INSWING UNIT a)
SCALE. 112" =1 '- O"
ALL DOOR MODELS ARE VIEWED
FROM THE INTERIOR SIDE
F
U
U
SINCLI
UNIT COMPONENTS