RC-12-0156 mi Shores Village
ing Department AUG OA 205
0 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax: (305)756-8972
r:
INSPECTION LINE PHONE NUMBER:(305)762-4949 --t-j
FBC 201-1
BUILDING Master Permit No. ►� �- ��
PERMIT APPLICATION Sub Permit No. P,G ( 2, SC
`&BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�f CONTRACTOR DRAWINGS
w>
JOB ADDRESS: 1 k) 2 St
City: Miami Shores County: Miami Dade Zip: 3 S
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: `Construction Type: Flood Zone: BFE: `FIFE:
OWNER: Name(Fee Simple Titleholder): y' V- e Phone#: -"S
Address: —p-�
City:—" C'0,' S State: -T Zip: >3
Tenant/Lessee Name: Phone#:
Email: A 7 p
CONTRACTOR:Company Name: v,—��s ���1 C_C <Phone#: ff6 -377 —O 8 S�
Address/: ,'3 � k)
City: 1 ' ; �^^" State: Zip: 3 a
Qualifier Name: ���G ✓�^ �` V Z Phone#:
State Certification or Registration#:l 6 �Certificate of Competency petency#: l q
DESIGNER:Architect/Engineer: Phone#: T 8
Address: City: State: Zip:
Value'of Work idr this Pei,",,$ •5 5C'0 Square/Linear Footage of Work:
TyPe of Wdrk: 'El Addition ❑ ,1 Iteration ❑ New fR Repair/Replace ElDemolition
CC
o O k: C� C/(� � l 3-t_-1✓\G� V YC LJ�tj?S�6.r
• R�
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ w
(Revised02/24/2014)
PF
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
i
r
Signature signature
N AGENT NTRA OR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 120 by 5,21 day of -v(y 20 /1- , by
�d sw !/7k fl who is peL5onally n to V11. % fli-4 who is pef,�Qown to
me or who has produced (`"� Ohre c��cc as me or who has produced ° ''' D� �' as
•` ""' =
identification and who did take an oath. identification and who did t DENA CRUZ
*- Notary Public-State of Fwwa
NOTARY PUBLIC: NOTARY PUBLIC: Z COMMISSION 0 FF 204543
' My COMM.E pWo Apr 7,201!
���•`'••• Oatdsl Nt>MeMINt�laryApn:
Sign: Sign:
Print: i :? �: Notary Public-Stdof7.2019
& Print:
•• Commission N FF . _.
Seal: '='+ ��` My Comm.Expires ASeal:ftvbdtfrouPNational n.
APPROVED BY �J Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
iami Shores Village AUG o 4r,,20,5
ilding Department
N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax: (305)756-8972 y�
INSPECTION LINE PHONE NUMBER:(305)762-4949 _
FBC 201 '--1
DING Master Permit No. 2-
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
I
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
�f y- CONTRACTOR DRAWINGS
JOB ADDRESS: d-S / � 1 Z S I
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: i I Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name Fee Simple Titleholder): Phone#: 73 4 -- Y 13 4-0-0
Address: , V Nt V,tr
City: Vy v�G�V�-�- y�-cTs-, State: a Zip: 3 3 C
Tenant/Lessee Name: Phone#:
Email: t - i
CONTRACTOR:Company Name: �J \GC) r-' -7 Phone#: ! 3 ` 3 D9 E2 SS
Address: 16 3 a � t�� �� A J e
City: State: ' ' Zip: 33132
�r
Qualifier Name: ` ""` V- L Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: c_j"_ V-r S Phone#: b, — 33(c,
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type efAN*rk.& ddibcm.._. W Alteration ❑ NewElRepair/Replace ElDemolition
Description of Work. rl vL (SP P S t—C�I/` A00V1*
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ _ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014) iW111111uniiiiim
f
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the obseince of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature a Signature
OW R or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was ackihowledged before me this
day of -K'L ' 20 /� , by 3 day of LGU� 20 r� , by
01
a{44,.-tz-e— who is personally known to ��' 'I( Who is personally known to
me or who has produced as me or who has produced FL- pt %G as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
.tlt.�r
GENA CRUZ
Sign: Sign Mwy Public-Sto-of FWW&
CUUMVIsMa#FF 904
VP"'�.,� DENA CRUa204543 r
Print: ' No Print: r s My Cw=.-Ef Apr 7.2019
CommisWw aM FF ������"�
Seal: ,�. My Comm.Expires Seal:
Rough Ndlons
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
NOTICE OF PRODUCT CERTIFICATION
i
CERTIFICATION NO: NI006255-117
DATE: 10/14/2005
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 104-3
REVISION DATE: 05/05/2015
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Series "Contour Premium Steel Door"
3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood-
Klamath Falls,OR 97601 Edge Entry Doors w/ODL Impact Glass or
ODL Allen Frame and Endura Ultimate
Hurricane Astragal
"'`• Configuration:XX
Glazing:IG-1/8"Tempered Glass/ ••"'.
y 000000 06 *
Laminate-1/8"Annealed Glass/0.090'O'Solutia Interlay&fffg"
Annealed Glass'..' "0000.
... •
py
Frame: W-1880mm(74") H-r2`AVp(83") •
.... . .
Panel: W-940mm(37") H-L9Q'jten(79")'....' ••• •
• . .. •
DLO: W-559mm(22") H a¢Z6�n(64")'••'.' •• ;.
...... .
. . .. ..
..... • .
SPECIFICATION PRODUCT RAVNQ. 0 • •;
. .
TAS 201/202/203-94 Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565
Expiration Date: September 30,2019 E�
Administrator's Signature: Rvc�V�P pP �i
pR0
NATIONAL ACCREDITATIO D
MANAGEMENT INSTITUTE,
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fag: (804)684-5122
. ... . . . ...
.. .. . . . .. .. .
JELDVEN® Steel ..: .: :..
CONTOURS STEEL DOOR,WOOD EDGE : : • • • • • • • •
6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT • • ' ' ••• ••• ••• • co
UTILIZING COMPONENTS FROM ODL'INC.AND ' ' 74" MAX. OVERALL co c
FRAME WIDTH O Co O co N
ENDURA PRODUCTS INC. 37 1/2' MAX. a= m A o
FRAME IN •• • • • •• ••• ' 36 1/2" MAX. '� m O co m
35 3/4" MAX. • • • • • • • --
• ••• • • • • •• PANEL WIDTH � S,�
GENERAL NOTES PANEL WIDTHI • • • • • •• ' : W/ASTRAL o J m W)U)
• • • • • ^• • • Q LL1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING • • • ' • • •• • n.5L m
CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH ► E a LL
THE FOLLOWING:
TAS 20134 j Y
TAS 20234
TAS 203-94o = F 20 1/2- 20 1/2- x
2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 20 1/2" w x MAX MAX O
MAXpLOADS TO THE STRUCTURE D. O. D. O. x
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. s D.L.O. w W w W W Z
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING w INACTIVE ACTIVE o 5OR O
4. STUCCO
ED PRESSURE RATING SEE TABLE 1,PAGE 1. 5 3 N I� 3 OPP. o O 3 O O
5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY A w C E O C 'D Z Cr Q 0 vY
HURRICANE ZONE(HVHZ) 4 'o v 4 3 4 v O d N
6.PRODUCT DOES NOT REQUIRE SHUTTERS B O
O
m
4 / n 00 �� n UJ a, o
RESIDENTi L INSULATED STEEL DOOR(Common to all frame conditions) D_ J Z
DOOR LEAF CONSTRUCTION: y O H w
o w t2
Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 \AV I L::�
J �LU
ao�a: caw
o —z
commerce)quality AKDO r ASTM 620 with average minimum yield � o I ? a w
9 hY per
strength Fy(ave)=30627 psi. A A A 0 m in O
Core Design: Funded polystyrene with 1.0 fo 1.25 lbs density,by Je/d-Wen Inc. 2 4 \9,A_4_1a a
Panel Construction: The alive and inactive panels are constructed from 24 GA
(0.021'min)galvanized steel The lace sheefs at top and bottom are bent 90°over REF ASTRAGAL BOLT IT # 12 N 4 }m
the top and bottom rails.The top rail measures 1.0'high x 1.688'wide.The steel SINGLE OUTS)rING UNIT (X) DOUBLE OUTSIIINC UNIT(XX) O z ZZ
bottom rail measures 1.21"high x 1.666'wide.The sides of the face sheets are roll SCALE:- 112- =/'—O" SCALE.- f12- =f'—O" �O0 o 0 0
formed into re latch and hinge stiles which measure 1.00'high x 1.668"wide.The
interior cavity is filled with expanded po"Orene.The face sheets are glued to the
e ne.the are cut out lw the ODL Aluminum ALL DOOR MODELS ARE VIEWED O O
xparhded potystyre panels two-piece FROM THE EXTERIOR SIDE w v O
ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On
double door applications the inactive door is fitted with an extruded aluminum =zQ o z z
astragal of 6063-T5 alloy,manufactured by Endura TABLE I DESIGN PRESSURE RATING h j w w w
X
Frame Conshuction: The frames are constructed of fingerjointed pine jambs APPROVED FOR USE WHERE
PROTECTION FOR WATER NOTES: o m o
measuring 4-9116"x 1-1/4".The head jambs are moRl6ed and bull joined to
the side jambs,and attached with three(3)16GA 7/16'crown x 2'" INFILTRATION IS REQUIRED 1 — ALL VIEWS FROM EXTERIOR.
staples on each side.The threshho/d is attached to the side jambs with POSITIVE +so.0 PSF 2 — FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN n O n
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. m ^o
three(3) 16GA 7/16"crown x 2'long Staples On each side. NEGATIVE -60.0 PSF 3 — FOR VERTICAL ANCHOR IN 1X BU 1�RTIQ)j IIIN," �a
Glazing. ODL insulated lite is 1"overall thidkness,consisting of one(1) MASONRY/CONCRETE. SEE fF uv;AILS. w o cp m a o
pane of 0.125"tempered glass;0.5"airspace;two(2)panes of a 125" TABLE OF CONTENTS �. z
annealed with.090"PVB interlayer by Solufia.All Ides are sandwiched SHEET Al DESCRIPTIONDATE:
glazed into the panels. Z :0'� scaL 6118113
1 TYPICAL ELEVATIONS _ 7 _-•
s�I E AS NOTED
2 VERTICAL CROSS SECTION&BILL OF MATERIAL * * = Dec.a1': EAG
3 HORIZONTAL CROSS SECTIONS T T ` cwc.By,S. SAFFELL
4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS i
14
DRAWING NO.:
5 ANCHORING LOCATIONS ��i ADrnM ��
6 COMPONENT DETAILS Dgnallysigned bYHennes E.Narem,P.E. JW0509-03
Reason:I am approving this document SHEET
� ' 7
7 UNIT COMPONENTS Date:2015.02.0911:1494-0500' FISPE
...
�--1" MIN. 1" MIN. -�
Ite DESCRIPTION Material
• 1 SIDE JAMB 1 1 4 x 4 9116'FlNGERJOINTED PINE PINE
Q HEAD JAMB 1 1 4 x 4 9 16 FlNGERJOINTED PINEPINE
MIN. MIN. 19 w MIN. •. • l' MIDI. , , • 3• 4 x 4 BUTT HINGE 12GA. .089 MIN T c
z • • • ' • • • 4 1" PHILLIPS TH W R STEEL + r
• • • ' • • 1 BJ 5 10 PHILLIPS HO SCREW WITH 1 1 2 MIN. EMBED. •1 o rn a�
20 2 6 10 X 2'
PHILLIPS FLATHEAD WOOD SCREW m o w
1 1/2" 1 4" MAX. 7 8 X 3' PHILLIPS FLATEHEAD WOOD SCREW STEEL rn
MIN. EMB. 8 8X1 PHIWPS PLAT HEAD WOOD SCREW STEEL
SHIM THK. O: m N o
2 ,• • • • ,' 9 COMPRESSION WEATHERSTRIP -LON QDS-650 VINYL m O 00 Go
\ • • • • 11 OUTSWING THRESHOLD ENOURA ALUMINUM
\ •' 2 12 ASTRAGAL THROW BOLT STEEL ROD 5116-x 18 STEEL m
1/4" MAX. DETAILEA • • • • .• •• 13 ROSTRAL BON HEAD A STRIKE PLATE LOCATED STEEL L r--
SHIM THK. SHT. 7 26 SEE x
14 16 CG. 7 16 CROWN x 2 LONG STAPLES STEEL m a LL
DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL S E
SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL w
28 17 ENOURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y
1 5 928 18
ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
M WOOD
21 1 34 9 19 2x WOOD BUCK WOOD
30 1 DOW 995 COMPRESSIONNON 1ONE SHIEALAN7 SILICONE
Lu
30 21 22 1 IMPACT IG ASSEMBLY BY ODL GLASS
23 1 8 TEMPERED 0LASS GLASS o
21 21 24 3 8 LAMINATED ANNEALED GLASS GLASS o Lu j to
21 21 25 LOCK BLOCK SOUO WOOD x 12
LG) MEL
p p
w SEE = TOP RAIL LVL 3 C7 p
= p DETAIL G EXTERIOR 27 BOTTOM RAIL 25CA MIN GALVANIZED STEEL f O UQ
w SEE 28 DFAIDED POLYSTMX 1.0 TO 1.25bs L0191Y BY JETD-WENa o yw
Jo SHT. 6 = p DETAIL G EXTERIOR 29 Sim-DOOR PANEL SKIN IIATOW 24GA GALVANIZED0 Q.L4 V)
23 w J A-525 COMMERC14L QWJTY 0.021'MIN. THICK. p-m too
o SHT. 6 30 ALUM 23 31 wui
22 N$ �_
33 8 x 2 PHIWPS FLATHEAD WOOD SCREW STEEL to O w
Lc) 24 22 34 3 16 TTW BUILOEX TAPCON wrrH 1.25 MIN. EMBEDMENT STEEL =O w �in m
o 00
N INTERIOR 24 35 OPTIONAL 1x WOOD BUCK WOOD a: Lu
p � INTERIO u;In
EL a
p m
PO 21 21 a 21 NC��tr
ro 30 21
n 21 NOTES: p z z z
0 1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR cn o Ui U)
28 a0 30 21 SPACING (BEMs #5 & #34), SEE SHEET 5.
29 a:Z�W rn
27 28 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN �p z
2g MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. go g
P7 woww
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW waw w
11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
1 5 11 EMBEDMENT IS ACHIEVED. 0000 a
1 1 34
L0 00
```�I1111111/11j'' N
1 1/2" MIN. EMB. `�O SES F p
19 Z PO',, ww-6118113
7 SOME AS NOTED
* * = Dwa.ar: EAG
N,zm
1" 1" w = o T T i o
CHK.1" MIN. 1" MIN. -{ 1� = J�,�u K•er.S. SAFFEL
MIN. MIN. �# DramNG W.:
A L CROSS
3 3
VE JW05O9-03
2 WOOD FRAKE INSTALLATION SCALE- 6" =f'-0' 2 CONCRETE INSTALLATION SCALE.- 6" =f'-0" F�IHWME 29M SHEET 2 7
~_
°e° °°°
L —F-7 0 �CD
MIN. CL 0 GO OD
MI
en m
19 32 4 E LL
21
20
SHIM 0
MIN. SEE DETAIL A 28 2@9 SEE DETAIL A MIN. 0
SHEET 7 15 SHEET
SHT
6 30
8 Li
o
0- loll
19 20 3 20 4 En
NOTES: 0
INTERIO 2 17 E>AsTArAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). z
LATCH AND DEWBOLT STMKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. LLJ
BOTH PLATES REQUIRE#8 X.3-PHILLIPS FLAT HEAD WOOD SCREWS. m: 0
2.SUCI<TO SUBSTRATE FASTENING MAY UTILIZE OPWNAL 3 18
OD cc 0
E>FOR TAPcoN moksoNRy AND wow SCREW ANCHOR SPACING(ITEMS 15&I
INAC ACTIVE Lf)Oc
q FOR HORIZONTAL ANCHOR IN IX SUCK OPTION IN MASONRYICONCRETE SEE SHEET 4 FOR N
DETAILS. 04-0 C14
EXTERI 32 25 28 E>OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW SECTION ik
AS MINIMUM EMBEDMENT IS ACHIEVED Z
6118113 1
TRAGAL [QA
SCALE AS NOTED
�
�
�
�
�
'
-
• • ••• • •• •• •
• • • • • • • •
1 34 1 1 •ego
•••
00
1" MIN. 1" MIN. • •. • • 1/4" MAlf. • co
103 1" MIN. 1{ • • • • SHIT•• ••• n
W
MIN!1. SEEEDETAIL A ,5 28 29 O > c o�
MIN. Otn OtgN
22 Q m N O
m • • • • • 21 SEE '� a O QDD OD CO
w Q 0 • • • • 30 DETAIL G to
i Q • :•: • • Y3 SHT. 6 ►J a<
35 1• • O toi0
1• MIN. • • • • ,t IC�BLQB A LL
20 MIN. • • • ,? :f�:�.• n t Lx 1/4" MAX. -r`;-°''.:'J;'•'.� mio a LL
SHIM THK.
SEE
DETAIL A .;...... EXTERIOR Y
SHT. 7 26 25 21
9 24
28 4 OPNRITINC UNIT fX BUCX 35 32
1 34 9 ., OPTION IN NASONRYI WAVRATZ' 20 1 1/4" L''I 2
21 (SCALE:' " • " 1
8 =f-O) MIN. B. p[] ZO
30
1/4, MAX. {.. —r W 1NLu F'-
1 SHIM
21 21 SEE DETAIL A MIN. 00 CD QN
22 SHEET 7 1" 31-0 ZV
x o DETAIL G EX>ERIOR DETAILEG 21 30 =SEE 9 N. p a W JOS
QU
c SHT. 8 SHi. 6 n W 31 O j p�
23 J00 ~Z
. .^a .. 1. WZO� a0
1. O w $1�
l .J .. ;1'. :':v'* MIN. N
24 r.•a+ri: i.?::... i:i r�, MIN. y
�, r, :s" \
.t'�.';i.''i; Now 2 Yw
EXTERIOR 'l 1;:?' « t'e^:" '•1�' r::�.;;'. o I Z o mV
.N XZ
n 21 21 1 1/4• 21 29 28 4 a a U
OD 30 EMB. 3 20 35� m
=�✓•�21 34 19 20 4 N
C
28 0 1 2 OPERATIA+C UNIT fX BUCK 6 U Z
1 2 3 32 4 m
29 OPTION IN NASONRY/tOACCRETd LL
27 a RICHT NIA Z SROIIN, LNPF NIECE OPPOSITE SBOIIN
1" MIN. o .. (SCALE" s" =f'-0")
Z
W O
1 341" MIN. LL C N
LL
5
E>FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS/5 R/34), SEE 0
�i Q a SEE DETAL A SHEET 5.
w 1" IN. 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF IAM LONG
—{ 1" MIN. 1" MIN. �1 1" MIN. 49 ON SHEET 7.p• ��\ AS MINIMUM EMBEDMENT IS ACHIEVED. ,�� FW ^Z
13
a M/AX. r O wALE:AS NOTED
AFARTICAL CROSS SAVTlQV TYPSHIM _ 7
2 4 OFWRITleVG UNIT 1X BUCKIN. EMB. * * r Der. EAG
OPTION IN NASONRY/L'ONCRETE : D . O: =cHK.DY:S. SAFFEL
(SCALE' 6" =>•-0") : * Lu
40` DRAWING NO.:
CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL
MASON JW0509-03
By CROSS SECTION OF HEAD OR JAMB 3160 �L
OTHERS SHEET 4 OF 7
. . . . •••
• . ...
SEE•DETAIL•8
2 ••• ,• ••• ••• SHEV 6i•
• tO
SEE DETAIL B w n
SHEET 5 •• • ~ in o
SEE DETAIL A 1 SEE DETAIL B 0 m o�N
O J —I6"r f6- SHEET 6 io 6 �--{ 12 1/2" TYP. :"� SHEEP 5 A 0 2 N o
•• C m o
• • • ' :•• :•• • o0aoao
m
I •M• • • • I Sym va
• • • •
LL
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ui TZN N 5 ao co 5 < co a cq m LL n r�i TY 4 SEE DETAIL D a \� S W
N A TYR n m N SHEET 6 n uo y
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6" SEE DETAIL A I I Now z
37 1/2" SHEEP 5 6" F"- -�12 1/2" TYP. 8" SEE SHEET SAIL A 6 -r o a
tp O z
74" 'o& co vZ-i
11 ALL DOOR MODELS ARE VIEWED 11 18 a �
a
FROM THE INTERIOR SIDE
O
�Zn a
SEE DETAIL E SHEEP 6 U y;N_N
z�.���i�i
KUD:O:
ANCIIORMC LOCATIONS ANCBORMC LOCAT ONS DOUBLE w z
OUTSIIINC SINGLE UNIT(X) OUTSIIING UNIT fXXJ qa Odd o
SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" w o w w V)
waww
0
2 00
ao to
0 w
\\ Nao-o
!F o v m¢Z
Q0'� ah: 6118113
7SME AS NOTED
* *- MG.•r: EAG
T T a = CNK.BY:S. SAFFEL
14 �:�c-M DRAWING NO.:
DETAIL A DETAIL B JW0509-03
SCALE: 3" =1'-0" SCALE: 3" =1'-0" 'F•�1NW1 SNEFT 5 or 7
. ... . . . ...
L 4 9/16" ANCHOR 0 EXTERIOR SIDE
EXTERIOR • ••
3/4" 1 1/4- 2 13 7 34 .�. • • : ..•
• • • CD
c m m
3 CD
s s/a 1 2" 2 0 0LF" o m a N
/ 1 0 0 •. ... .• 33 :ooc00Ln
4 • ,•• • . • • 3334 mo°o co
m
Ln
INTERIOR 13 i i • 5 1/2- o J LL.�'�
1 7 O r� x
DRILL 3/8" ASTRAGAL 1 W a a
4 RETAINER BOLT HOLE33 t E
THRU FRAME/MASONRY 3334 10
6 x 1-3/8" DEEP Y
DETAIL B DETAIL C DETAIL D
DETAIL A -HINGE AIOUNTINC DETAIL THR0WBOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO JAMBS• STRIKE PLATES TO ASTRAGAL
SCALE: 3" =1'-0" SCALE: 3" =1'-0" SCALE: 3/8" =1'-0" SCALE: 3/8" =1'-0" o
w�Z
o �
30 o
J
1" oaw
J
0o O�� Z
(7
n w?O E 2
2 O
CL
17 ° cnow
DRILL 3/8" ASTRAGAL RUNNER BOLT HOLE uo 1/2" x 1/4" CU-D SPACER
THRU THRESHOLD/MASONRY x 1-3/8" DEEP ° j ao 2
ET0
° 30 21 �
\ �O �N
> ^ ° L 1/8" TEMPERED GLASS N Q
:r.'.
U z .ZZ
1/2"AIR SPACE m N Q 0 0
7 34 a TYP. RLA
OD
z
0.090" PVB ELi
O z j
SOLUTIA R w o U ga SO
18 ExIE614Hm O w O w w CJ
5/8" GLAS 21 W
1"
BITE 1/8"ANNEALED r'^ 00,0 0
N� N00�0
DETAIL E DETAIL F - ENDURA ASTRAGAL DETAIL C - ODL a a a
ASTRAGAL RMINER STRIKE PLATE FOR SILL FASTENER SPADING USE #8xf" PPH NS GLAZING DETAIL ISULATED CLASS ,`„� �m
SCALE- 3" =1'-0" SCALE: NTS SCALE: 6" =1'-0" ����$F. p �I�i z
�WDU z
Ap'� DATE:6118113
7 scxe AS NOTED
* * =
M.BY: EAG
T T :w cw.Br:S. SAFFELL
GB "�
,cam owJW 0
��c�..�cp JW0509-03
'Fev�/MwN 9i.4
sHEU 6 of 7
. . . . ...
.. .. . . . .. .. .
000 0
. . . . . . • . : :
. . ... . . . . ...
4"
. . . ... . ...
46.
. . . . . . . .. .
L�4 9/16"� •
n N 1 .• • • •• ••• ••
�9,416 • �O i
O CO M�n NO O Q N O0mp�m
4 9/16" o rno
///// N• • • • • • • • • +Y ^^
II • •.• • • • • •• • .r s m
r- 2 3/16" -� —1/16" (Min) • • • • • •• • M O-�m in 1n
• • • • • • • • pew""
•• • • • • • ••• •• Iq^tt m
"r7wa�
1 FINGER✓OINTED PINE 3 4x4,12 GA. 9IFEA 11 ENDURAI S E
SCALE.- 6" -1'-0•• SCALE.- 6" =P-0•' QDS-650 SCALE.• 6•• =1•-0•• SCALE.- 6" =1•-0•' m
Y
Z 2 ,/2. 1 13/16" 110
1 1/4` n Ld
_L1 3/16"-{-� 1 11116-
W W Z
3 1/8" I I /
cc
ASMAGAL
ear& 11/16" dap w
a
UTCH1 - Ld
O W Z
eIACK `-4 —�1 11/16" I— �-1/8` p c�p Z
26 16-
5/ 3 m v
31 TOP RAIL (LVL) p o N z
HINGE STILE(LVL) p J p
LATCH STILE LVL BOTTOM IL
13 - ,A MIN. GALV.
scALE. s =1'A0� 17 SCALE. 6" =1-0" 25 scALE. s =1'-0 `32 SCALE.• 6• =1'-0" 27 SCALE,.• 6•• =1'-0•• _�°I
a toa
2 1/2"� cn
z
1 3/4"
uz -ZZ
vp_i 3 vp-i vp-i
O n w 0
La w V)w
p
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a
ASTRAGAL BOLT
NAT.- C/R STEEL BOB ASTRAGAL SILL ODL ALLEN FRAME ao to
1 Z ' scALE. s =1'-0 18 SCALE. 6" =1'-0 30 scALE s =1-0W)coo
N Y
``,`11111111I17���'
�E$F. �iw00maZ
3/16" C-SINK. NOTE
1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT �� ZT .
� —6 18 13
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. erw�:AS NOTED
f2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. oat.er: EAG
3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. cnt,er:S.WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. CoaAwac�,
JL
DETAIL A - COUNTERSINK DETAIL JW0509-03
SCALE.- 1/4" =1'-O" • SHEE7 7 Of 7
FBP�I 19678
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buiIdingdrops.com
:Product Evaluation Report
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
6'-8" Outswing Impact Glazed Single or Double Door Unit
for
Florida Product Approval
Report No. 3392 9000
. . 9999 9999..
Current Florida Building Code •
9999.. 4,
•
9999..
Method: 1 —A (Certification)"999•'• •" •
9 9999 9999.
Category: Exterior Door Assembly• •• •••
Sub —Category: Swinging Exterior DOdM AssediblTies
9999..
9999..
Product: Contours Steel Door, Weod Etlge :9999:
Material: Wood/24 Ga. Steel •• •" •
Product Dimensions: 74"x 80.75" •• '
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
�ES F' O
Prepared by: �,Q' .••' •F.p
Hermes Norero, P.E. • O
Florida Professional Engineer#73778 = * , 7
Date:01/26/2015 -v T T rr
Contents: '���F•••••••9999••••' C9��`�
Evaluation Report Pages 1—5 ��iss/pNAx-
Digitally signed by Hermes F. Norero,P.E. Herb orero, P.E.
Reason: I am approving this document Florida No.73778
Date:2015.02.09 11:15:53-05'00'
/(/A\\ BUILDING DROPS
/2015
1
A Perfect Solution in Every Drop Date: 0
6 Certificate of Authorization:29578 Report Noo:: 3 333922
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door Assembly
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact)
74"x 80.75"
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes Norero, P.E. does 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 Ngouct
named herein. 0.600' ••••••
This product has been evaluated for use in locations adhering to the curremrPIV da BuilQfig'Code.
666666 • •" •
6666..
s000
See Installation Instructions JW0509-03,signed and sealed by Hermes Nor@r P E. (FL#73778)for •0...•
specific use parameters. 0660.0 6 ••:•••
.
00*00 .. .. 6666.0
666666 00
Limits of Use: ••••••
1. This product has been evaluated and is in compliance with the curren tflorida Bujldirgg Code,"
including the"High Velocity Hurricane Zone" (HVHZ). 0660
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate 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 current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing JW0509-03 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509-03 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
015
A Perfect Solution in Every Drop Date: 0 33 2
R No: 3392
Report
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization#TST1589)
Report#: NCTL-210-3195-1, Report Date: 01/08/2013
Report#: SJW2011-070, Report Date: 06/03/2011
0000 0000:0
2. quality Assurance 0*0 00
National Accreditation and Management Institute • •
000.00 to 0 0.0000
(FBC Organization# QUA1789)
0000.. •
0000..
0000 •000 . •
3. Certification Agency 0000 " ".
National Accreditation&Management Institute,Wo 0• • 0••••
.. •. .. .. 0000•.
(FBC Organization#CER1773) ••••�• .'
. • •
. .000... •0400•
0
4. Material Certification •
. 0000..
Miami-Dade RER—Product Control Section NOA •• 000 '
Eastman Chemical Co.—Saflex HP Interlayer
5. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#: 3113726SAT-001 R1 Report Date:03/13/2009
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
lrlA\\ BUILDING DROPS
/2015
1
A Perfect Solution in Every Drop Date: 0
6 Certificate of Authorization:29578 Report Noo:: 3 333922
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions,it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
sees
Installation: 1. Approved anchor types and substrates areas follows: ••••••
Through Frame Installation: "':" •• ••••••
A. For 2x wood buck substrate, use#10 Wood Screw type installasion anchors 9fjgfficien1:••••;
sees
length to achieve a minimum embedment of 1.50" into the wdbA44Ihtratereeee' eees.
B. For concrete or masonry substrate where one by(1X), non-strIWMI,wood btcRlhg is "
employed, use 3/16"diameter ITW Tapcon type concrete screVtOtIors of sufficient ••
•cess•
. •
length to achieve minimum embedment of 1.25" into concrete or masonry:•••:•
s s •
• sees..
C. For concrete or masonry substrate where wood bucking is NOT employed, usv3/26"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive 60 PSF
Negative 60 PSF
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4
Charles Mitchell, Professional Engineer, license #11127
924 North Federal HWY, Hollywood Florida, 33025
(305) 336-5069
ZONE 5
0.3-(log(x) -log(P))
GCp:= 1.4- g GCp = 1.379
(109(Q) -to (P))
p:= q •0.60•(GCp + G( =(52,925)p 40.706)psf
DESIGN PRESSURES
ZONE 4ZONE 5 ...... .. . ......
,
.... ......
P = +39.35/-42.74psf p = +39.351-52.93psf •••• •••• •••••
.. .. .. .. ......
VELOCITY PRESSURE •••••• ,•
. ,
kips:= 10001bf z:= 13.5 psf:= Ib2 V:= 175mph :....:
ft
d:= max(z,15) V:= 175mph 1:= 1.0 Kd:= 0.85 K,t:= 1.0
2
9.52
K,:= 2.01 I �0 J K,=0.949 q:= 0.00256•KZ•ft2 Kz Kdl(mph q =56.57 psf
WIND LOAD ANALYSIS
Intemal pressure coefficients:
C 0.18
GCp 0.18) A:= 13.10 x:= max(A,10) x= 13.1
POSITIVE PRESSURE P:= 10 Q:= 500 G:= 0.85 C:= 0.8
GC 10 0.3•(log(x) - 100))p:- . - 00g(Q)-log(P)) GCp =0.979
p:= q•0.60•(GCp+ GP
-(27.129)psf
V
NEGATIVE PRESSURES ZONE 4 11 /
0.3•(log(x) -log(P))
GCp.= 1.1 -
Charles Mitchell P.E. #11127 00g(Q) —log(P)) GCp = 1.079
p:= q•0.60• (GCp+ G(p =(30.524)
42.743psf
M
NOTICE OF PRODUCT CERTIFICATION
CERTIFIC NO: NI006255-R7
DATE: 10/14/2005
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 104-3
REVISION DATE: 05/05/2015
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertificafon.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAM approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION ....
. . .... .... .
JELD-WEN Series "Contour Premi0nuSt4el Dom".
...... .. . .... .
3737 Lakeport Boulevard Double In-Swing/Out-Swing:5teel Wood-
.... .
... .... . .
Klamath Falls,OR 97601 Edge Entry Doors WODI:impact Grass.of ....
...... ..
. . ..
ODL Allen Frame and EMMA Ultif afa: ....
Hurricane Asad, 0 •
Configuration:XX • • • ••••
Glazing:I6-1/8"Temptred Qliss/ • •
Laminate-1/8"Annealed Glass/0.090"-6ulutis Interlayer st' :000
Annealed Glass .. .
Frame: W-1880mm(74") H-2108mm(83")
Panel: W-940mm(37") H-2007mm(79")
DLO: W-559mm(22") H-1626mm(64")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565
Expiration Date: September 30,2019
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
JEL13rWEN@ Steel ... ...
CONTOURS STEEL DOOR,WOOD EDGE ' ' ' • • • • • • •• tO
6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT • • • • • • • • • • • 74" MAX. OVERALL Ion
to 0
UTILIZING COMPONENTS FROM ODL•INC.AND • "• • Do FRAME WIDTH m o n NENDURA PRODUCTS INC. 37 1/2" MAX. mN o
FRAME WIDTH 36 1/2" MAX. CL0 m to PANEL WIDTHGENERAL NOTES • • PfrEL iVIUTH FW/ASTRAGAL m In to
LL
1.THIS PRODUCT IS DESIGNED TO COMPLYWrrHTHE CURRENTFLORIDA BUILDING •• • • •CODE(TBC),INCLUDING HVHZAND HAS BEEN EVALUATED WACCORDANCE WITH to E d LL
E
THE FOLLOWING: to
TAB 201-94
TAS 202-94
TAS 20384 /
2.WOOD BUCKS BY OTHERS,MUST BEANCHORED PROPERLY TO TRANSFER 20 1�2" w 20 1/MAX
20 1 MAX 2"
(25 LOADS TO THE STRUCTURE. i MAX d x = D.LO. D.L.O. =
3.PRODUCT ANCHORS SHALL BEAS LISTED AND SPACED AS SHOWN ON DETAILS. w s D.L.O. W W W tL
j Z
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING INACTIVE ACTIVE O
OR STUCCO.
4.DESIGNED PRESSURE R477NG SEE TABLE 1,PAGE 1. LL �5 3 3 OPP // 0 3 \ 3 O
5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY N C E C 'O U a QJ
HURRICANE ZONE(HVHZ) to a
4 a 4 3 / 4 to v a to
6.PRODUCT DOES NOT REQUIRE SHUTTERS \ \ \ \ 00O m z
O
n 4 n JOD 1=�
o / ^ O / / ^ wZoLU R � a
RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions) 'D re / In Ir w w z
DOOR LEAF CONSTRUCTION: �O w!2
Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525
m
commercial quality AKDO per ASTM 620 with average minimum yield j z o d w
strength Fy(ave)=30627 psi A A A & U
Core Desion:Expanded polystyrene with 1.0 to 1.25 lbs density,by Je/d-Wen Inc. 2 4 2 4 2 4 a a
Panel Construction., The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 M-j O }m
(0.021"min)gahanized steel The face sheets at top and bottom are bent 90°over In 0
the top and bottom rails.The top rail measures 1.0"high x 1.688"wide.The Steel SINGLE OUTSWING UNIT/X) DOUBLE OUTSflIArC UNIT(XX1 U z ZZ
bottom nal measures 1.21"high x 1.688'wide.The sides of the face sheets are roll SCALE: 112" =1'-0" SCALE.' 112" =1'-0" O_ O O
formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide.The T o V)N
irtedor rawly is filled with expanded polystyrene.The face sheets are glued to the Z
ALL DOOR MODELS ARE VIEWED O ti m
e 1 ne.The are cut out for the two-piece ODL Aluminum i_ Z In
xparrded po ystyre panels Iwo p FROM THE EXTERIOR SIDE -10 J J Z
ALLEN frame.Units are glazed with tempered and laminated impact I"IG.On w<U 4a O
double door applications the Inactive door is fitted with an extruded aluminum =w C,w w
astragal of 6063-T5 alloy,manufactured by Endura TABLE I DESIGN PRESSURE RATING j w 0 w w 4
Frame Construction: The frames are constructed of finger%ointed pine jambs APPROVED FOR USE WHERE m
measuring49/16"x 1-114".The headjambs are mortised and bu8%oined to PROTECTION FOR WATER NOTES: o
) INFILTRATION IS REQUIRED 1 - ALL VIEWS FROM EXTERIOR. 0D
the side%ambs,and attached with three(3)16GA 7/16"crown x 2"long O
POSITIVE +60.0 PSF 2 - FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN n n
staples on each side.The threshhokl is attached to the side iambs with MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. -to -o
three(3) 16GA 7116"crown x 2"long staples on each side. NEGATIVE 60.0 PSF N d N
Glazing. ODL insulated lite is 1"overall thickness,consisting of one(1) 3 - FOR VERTICAL ANCHOR IN 1 X BU ti�HTgj��rl,N"
ne of 0.125"tempered glass;0.5"airs space;two(2)panes of 0.125" MASONRY/CONCRETE. SEES 4 FF uvy�
I . w o U m a 15
Pa Pa TABLE OF CONTENTS , Z
annealed with.090"PVB interlayer by Solutia.All 1tes aresandwiched
glazed into the panels. SHEET# DESCRIPTION = PO , DATE 6/18/13
1 TYPICAL ELEVATIONS ] _ L SCALE;AS NOTED
2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL -*• * = DWO.fn: EAG
3 HORIZONTAL CROSS SECTIONS = 'O
P to CHIL eY:S. SAFFEL
4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS OH
:R Z- NO.:
5 ANCHORING LOCATIONS ���
6 COMPONENT DETAILS Digitally signed by Hermes F.Norero,P.E JW0509-03
Reason:l am approving this document
7 UNIT COMPONENTS Date:2015.02.09 17:14M-05'00' FSP "29M SHEET 1 OF 7
. . ••• • . • •
.. .. . ... .. .. .•
• . . • • . • •
f--1" MIN. 1" MIN.
Item DESCRIPTION Material
• m • •• • •• 1 SIDE JAMB 1 1 4 x 4 9116*FlNGERJOINiED PINE PINE
2 HEAD JAMB 1 114-x 4 9 16 FlNGERJOINTED PINE c
MIN. MIN. 19 • • •• w• NM.• • •• MIN. -�/ 3 4 x 4 BUTT HINGE 12GA .089 MIN) STEEL co
z • •" • • I 4 1" R STEEL
s - • • •. • • • 19 35 5 10 PHILLIPS HD SCREW WITH 1 1 2 MIN. EMBED.
/ 20 • • •• • 2 6 10 X 2 PHILLIPS FLATHEAD WOOD SCREW G > O v N
MIN 1 EMB. 1/4" MAX. 7 8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL Q m m N o
SHIM THK. 2p 8 8X1 PHIWPS FU7 HEAD WOOD SCREW STEEL C i Go W)
\ 2 •• • • • •• •• 9 COMPRESSION WEATHERSTRIP -LON DS-650 VINYL ie CLO
• 11 hO WING THRESHOLD ENDURA ALUMINUM Y
• 000 • • • \ 2 12 ASTRAGAL THROW BOLT STEEL ROD 5116*x 18 STEEL s =d'v
Lo Lo
1/4" MAX. SEE • • • • • 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL p r`LL
DETAIL A ON HEAD JAMB M x
SHIM THK. SHT. 7 26 •• 9EE •• 14 16 Go. 7,116*CROWN x 2 LONG STAPLES STEEL coo is a.LL
DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL E
SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL 2
28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y
1 5 9 2818 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL
21 1 34 9 19 2x WOOD BUCK WOOD
30 20 NON COMPRESSION SHIM WOOD
1 DOW 995 SILICONE SEALANT SILICONE
30 21 2 1 IMPACT IG ASSEMBLY BY ODL GLASS
21 -2-r 1 8 TEMPERED
21 GLASS G w o
24 3 8 LAMINATED ANNEALED GLASS G o rw�. z cn
= 2125 LOCK BLOCK SOUR WOOD x 12 LG MOOD pp z
21
F TOPRAIL LVL LVL
O U O
= O DETAISEE -27 L G EXTERIOR O BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL 3 U 0 w
w cx
w SEE 28 O MDED POL137YRINE 1.0 TO 1.25�r DOW 8Y JBD-WEN rr a Nw
o SHT. 6 = O DETAIL G EXTERIOR 29 STEEL DOOR PANEL SM MATERIAL 24GA GALVANIZED STEEL 0� V)
23 ui o SHT. 6 A-525 COMMERCIAL QUALITY 0.021"MM.THICK. p-j 0
(ALUM 6063 T5) ALLS1101 O0w
X 23 31 LVL LK w?p U O
¢ 22 ¢ U L LK Lu
Ir : 33 8 x 2 PHIWPS FLATHEAD WOOD SCREW STEEL N O N -�
o � 24 co 22 34 3 16 RW BL9 M TAPCON WITH 1.25 NTN. EMBEDMENT STEEL C O w!2 �m
INTERIOj 24 35 OPTIONAL 1x WOOD BUCK WOOD pp Li w
R O D I Z O
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It 21
In 21 \ 21 21
30 '``' 21 NOTES: z z z
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27 `43;:.;. 28 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN JJ J Z
29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. w U o
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OPTIONALLY ANCHOR CAN BE PLACED IN NARROW MUM
w w
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11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Ir
1 5 71 EMBEDMENT IS ACHIEVED. 0-0-0-
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1 1/2" MIN. EMB. �� SF � IL
o v m¢z
PO w,E:6118113
7 :AS NOTED
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1" M 4--1" MIN. 1" MIN. -{ '• T T w CHK.acS. SAFFEL
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MIN. MIN. DRAVANG NO,
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4 3 5 MIN. 1/4 MIN.
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SHIM SEE DETAIL A SEE M
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3 CONCRETE INSTALLATION(SCALA- 6-
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BOTH PLATES REQUIRE 18 X 3-PHILLIPS FLAT HEAD WOOD SCREWS. mz
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EXTERI 8 2g 29 32 25 28 DETAILS. %J111111111, "-04 04
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CAN BE PLACED IN NARROW SECTION qkp�,*,Sifj�*4pw --
AS MINIMUM EMBEDMENT IS ACHIEVED.
Z
EAsrRAcAL cRass sArTION • -- DATE 6118113
0 -,
CSCALE.- 6- -1- SME'AS NOTED
DwG-By: EAG
44/ cHx.B.S. SAFFELL
Z,- DRAWING NO:
% JW0509-03
FapE I" WM SH-_3_OF_7_
.. .. . . . .. .. .
. . . . . . . . . .
1 34 1 1/4"
• • • ••• • ••• IN. EMB.
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21
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1" MIN.
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OPTION IN A fASONRY/COACRITE -9
(SCAL& B" =f'-0"J i 7 0 =CHK.erS. SAFFEL
P'@ tV�: DRAWING No.:
CoONNSCORETE/ OPTIONAL MASONRY/CONCRETE INSTALL JW0509-03
RY
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OTHERS Fer SHEET_!L Gv 7
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
SEE DETAIL B
2 • • • ••• • ••• 2 SHEET 6
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11 ALL DOOR MODELS ARE VIEWED 11 18 a a
FROM THE INTERIOR SIDE
m
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ANCHORING LOCATIONS ANCHORING LOCAT ON DOUBLE
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DETAIL A DETAIL B ��0�_6JW0509-03
SCALE.• 3" =f'-0" SCALE.• 3" =f'-0" /N�W .19578 SHEEP 5 OF_L_
. ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
L 4 9/16"—{�- ANCHOR ® EXTERIOR SIDE
EXTERIOR
3/4" • . • 7 4
1 1/4" • • • • 13 • •
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THRU FRAME/MASONRY 33 34 2
6 x 1-3/8" DEEP x
DETAIL '6 DETAIL C DETAIL D
DETAIL A -HINGE A/OUNTING DETAIL THROZOOLT STRIKE PLATE FOR HEAD STRIAS PLATES TO JAA(BS STRIKE PLATES TO ASTRAGAL w
SCALE.• 3" =f'-0" SCALE: 3" =f'-0" SCALE, 3/8" =f'-O" SCALE.- 3/8" =1'-0" p
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SCALE- 3" =f'-O" SCALE.- NTS SCALE: 6" =1'-0" ``` �u6lrrri
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0 ,, Dire: 6118113
7 —AS NOTED
=* * = Mr.BY: EAG
a T T ir
CHK.av:S. SAFFEL
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JW0509-03
rare IM sHEEr 6 OF 7
. • ••• • • • ...
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. . . . . . . .
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SCALL 6" =1'-O" SCALE. 6" =1'-0" SCALE 6" =1'-0" m m r,o
N,*N
F. -14<05 m¢Z
3/16" C-SINK. �-- NOTE
1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT Z :' :p� —6118113
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. _ 7 SAS NOTED
2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. *' * = on.Br: EAG
3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. T TS a«.Br:S. SAFFEL
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. %SON ; DRWNc NO,
DETAIL A - COUNTERSINK DETAIL JW0509-03
SCALE: 114" =1'-0"
MOPE I" 7 or 7
EE IM
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
.Product Evaluation Report
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
6'-8" Outswing Impact Glazed Single or Double Door Unit
for
Florida Product Approval
. . .... ......
Report No. 3392
...... .. . ......
Current Florida Building Code •••• •••• �"
Method: 1 —A (Certification.}'••' '••'•: •••••.
Category: Exterior Door Ass&hljfi '• •••:�.
Sub —Category: Swinging Exterior Door AssAlAbIles
. : ......
Product: Contours Steel Door, Wood Edge
Material: Wood/24 Ga. Steel
Product Dimensions: 74"x 80.75"
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 0%11111111111
•F.• O
Prepared by: ` ��,Q', •' F '
Hermes Norero, P.E. �O
7
Florida Professional Engineer#73778
Date: 01/26/2015
i130
Contents: �i '••.........•• �� �.
Evaluation Report Pages 1—5
Digitally signed by Hermes F. Norero,P.E. err }�orero, P.E.
Reason:I am approving this document Florida No.73778
Date:2015.02.09 11:15:53-05'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/26/2015 Report No: 33 o: 3392 2
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door Assembly
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact)
74"x 80.75"
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
0000
Hermes Norero, P.E.does not have nor will acquire financial interest in the company manutfacturing••• •
or distributing the product or in any other entity involved in the approval plVicesS of theprOduct ••
name 00
herein. .
0000..
0000..
0000 0000 . .
This product has been evaluated for use in locations adhering to the currehtFlorlda BOLdiggtode......
00.00. . 0 00000
See Installation Instructions JW0509-03,signed and sealed by Hermes Noiveroo P.E. (FL#•73778 )for•••;•
specific use parameters. •••••• •
0000..
Limits of Use: •
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate 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 current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing JW0509-03 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509-03 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/26/2015 Report No: 33 o: 3392 2
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization#TST1589)
Report#: NCTL-210-3195-1, Report Date:01/08/2013 •""•
0000 .�....
Report#:SJW2011-070, Report Date: 06/0'3ae4 •�
2.
Quality Assurance 0000..
0000..
National Accreditation and Management Institute`.•• 000000 •
(FBC Organization# QUA1789) "" "" 0"••
0000.. 00000
0 0
00 .• 00 •. 0.00.0
0000..
3. Certification Agency •
.
National Accreditation&Management Institute,4nco 000000
0
(FBC Organization#CER1773) 000..
•
• • 0 0000..
9 000
4. Material Certification
..
Miami-Dade RER—Product Control Section NOA
Eastman Chemical Co.—Saflex HP Interlayer
5. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#: 3113726SAT-001 R1 Report Date:03/13/2009
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
/(/A\\ BUILDING DROPS
6 A Perfect Solution in Every Drop Date: 01/26/2015 Report No: 33o: 3392 2
Certificate of Authorization:29578
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology,if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions. 0000
0 0
0 0 000. ..000.
Installation: 1. Approved anchor types and substrates areas follows:
000000
0000..
0000 0000 . .
Through Frame Installation: •
0000 0000 0000.
A. For 2x wood buck substrate, use#10 Wood Screw type installatiprionchors•o f.sufficiernt•:••
length to achieve a minimum embedment of 1.50" into the w88d%bbstrate'• 00 ••••••
0000000
B. For concrete or masonry substrate where one by(1X), non-str�ctu�al,wocgdbatking is******
employed, use 3/16"diameter ITW Tapcon type concrete scrtudnChors otsuffic'ient
length to achieve minimum embedment of 1.25" into concrete or masonry...'
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive 60 PSF
Negative 60 PSF
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4