HomeMy WebLinkAboutProduct Approval (2) FZ_ /zsd 9, �3
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@buildingdrops.com
Product Evaluation Report
o 11,i > �i °f
BY: ....................... JELD-WEN, inc.
Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-0x6-8 Outswing Door System
for
Florida Product Approval
Report No. 3320
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-0x6-8 Outswing Door System
Material: Steel/Wood
Product Dimensions: 148-1/2"X 80-7/8"(Maximum)
Prepared For:
JELD-NVEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 S�F Oi'
Prepared by:
. O
Hermes F. Norero, P.E. * 7 It
Florida Professional Engineer#73778
Date: 11/11/2014
Contents: ��, �`.••••••....•••' C������
Evaluation Report Pages 1—4
Hermes F. Norero,P.E.
Florida No.73778
/(/]\\ BUILDING DROPS
A Perfect Solution in Every Drop Date: 1 o: 3 2014
Report No: 3320
Certificate of Authorization:29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Finishield/Gladiator Steel Door,Wood Edge
Glazed 12-0x6-8 Outswing Door System
148-1/2" X 80-7/8" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. 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 F. 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 product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW122008,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
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 require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing JW122008 require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JW122008 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
/[/\\) BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
Report No: 3320
Certificate of Authorization:29578
Quality Assurance: 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 202-94
• ASTM E 331-00
• ASTM E 330-02
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3558-1, Report Date: 10/07/2008
Report#: NCTL-210-3558-1A, Report Date: 10/21/2008
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA 1789)
3. Material Testing for 'Dylite' EPS Core performed by Intertek ETL Semko:
ASTM E 84-05
Report#: 3113726SAT-001 Date: 02/05/07
4. Component Approval: HP Polypropylene by ODL,Inc.
Miami-Dade NOA: 13-0219.03, Exp. Date: 01/17/16
Equivalence of Test Standard(s):
The following test standards have been evaluated for differences in test methodology, if any, between the
edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building
Code. The manufacturer has tested their products to the following test standard edition(s):
1) ASTM E84-05
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.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
//[^\)\ BUILDING DROPS
A Perfect Solution in Every Drop Date. 1 o: 3 2014
Report No: 3320
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by (2X) wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
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.
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 (JW122008)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Without Surface Bolts With Surface Bolts
Outswing Positive 45 PSF* Positive 5S PSF*
Negative 45 PSF Negative 55 PSF
1. Product has been rated for water infiltration up to a desisn pressure of+30
PSF. If authority having jurisdiction requires that product meets this
requirement at higher pressures, product shall be used when installed at
location protected by overhang such that overhang(OH) ratio= OH
length/OH height is 1.0.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4of4
BUILDING DROPS 398 E. Dania Beach. Blvd
Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
August 24, 2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Jeld-Wen
3737 Lakeport Blvd.
Klamath Falls, OR 97601
This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 51h Edition
Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by
the 6th Edition Florida Building Code. This standard is listed under Chapter 35 of the current Florida Building Code and
titled "Standard Test Method for Surface Burning Characteristics of Building Materials".
ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05. All test results meet or
exceed requirements of the 6th Edition Florida Building Code.
Respectfully submitted,
` SES F
7-
7 _
-o • T T
11oil%
Hermes Norero, P.E.
Florida Registered Professional Engineer#73778
Certification of Independence:
Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being
issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed
product(s).
Page 1 of 1
NOTICE OF PRODUCT CERTIFICATION
Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R4 Page 4
3737 Lakeport Boulevard Certification Date: 04/14/2009
Klamath Falls,OR 97601 Expiration Date: 10/31/2020
Revision Date: 01/14/2015
Product: Series"Gladiator/Finishield"Glazed Wood Edge Steel Doors w/or w/o Side-Lites
(w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at Nww.Namicertification.co . NAMI's Certification Pro am is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswing Opaque S1Ze Pos/Neg Rated Comments
OXX/XXO I/S or Glazed 9'3"x 6'10" +45/45 No NCrL.210-3558-1/210-3558-1A
Double w/Sidelite O/S Max Panel Size:3'0^x 6'r'DsyligW opening:1'9"x 5'3^
w/o Surface Bolts
Installation Details:JW122008(1-14yJW192008(1-14)
OXX/XXO I/S or Glazed 9'3"x 6'10" +55/-55 No NCCL-210-3558-1/210-3558-1A
Double wlSidclitc O/S Max Panel Size:3'0"x 6'r'Daylight opening:1'9"x 5'3^
w/Surface Bolts
Installation Details:JW I22008(1-14vJW 192008(1-14)
OXO I/S or Glazed 9'4"x 6'10" +45/-45 No NCrL-210.3558-1/210.3558-1A
Single w/Sidelites O/S Max Panel size:3'ow6S�ce B Opening:l'9^x s'3^
//o
hWallstion Details:JW 122008(1.14yJW 192008(1-14)
OXO I/S or Glazed 9'4"x 6'10" +55/-55 No NC L-210-3558-1/210-3558-IA
Single w/Sidelites O/S Max Panel size:3'0"w3u7raa
"fce Bttsopeninng:1'9^x s3^
/
Installation Details:Jwlz2oo8(1-14)/Jw192oo8(t-14)
OXXO I/S or Glazed 12'5"x 6'10" +45/45 No NCrL-210-3558-1/210.3558-1A
Double w/Sidelites O/S Max Panel Six:3'0^x 6'7"Dayligitt Opening:I'9^x 5'3^
w/o Surface Bolts
IastallationDetails:JW12200 1-14 JW19200 1-14
OXXO I/S or Glazed 12'5"x 6'10" +55/-55 No NCrL-210-3558-1/210-3559-1A
Double w/Sidelites O/S Max Panel Six:3'0^x 6'r'Daylignt opening:r9^x "
w/Surface Bolts
LnsUllaeonDetails:Jwlzzoo 1-l4JW19200 1-la
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
tErtTaw..
Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R4 Page 3
r 3737 Lakeport Boulevard Certification Date: 04/14/2009
Klamath Falls,OR 97601 Expiration Date: 10/31/2020
Revision Date: 01/14/2015
Product: Series"Gladiator/Finishield"Glazed Wood Edge Steel Doors w/or w/o Side-Lites
(w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertificati:)n.com. NAMI's Certification Pro am is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
X I/S or Glazed 37"x 6'10" +45/45 No Nen,210-3558-1/210-3558-1A
Max Panel Size:3V xst��Bolts
Opening:1'9"x S3"
Single O/S /
Installation Details:JW122008(1-l4yJW192008(1-14)
X I/S or Glazed 37"x 6'10" +55/-55 No NCII-210-3558-1/210-3558-1A
Single O/S Max Panel Size:3'0"w SBolts
'7"Da Opening:1'9"x 5.3^
Installation Details:JW122008(1-I4yJW192008(1.14)
OX/XO I/S or Glazed 6'3"x 6'10" +45/45 No NCn,-210-3558-1/210.3558-1A
Single w/Sidelite O/S Max Panel Size:3'o^ 6SurDOpening:1'9"x s'3"
w/
Installation Details:Jw122008(1-14yJW192008(1-la)
OX/XO I/S or Glazed 6'3"x 6'10" +55/-55 No NCrL-210.3558-1/210-3518-1A
Single w/Sidelite O/S Max Panel Size:3'0^w/S�Dcc�opening:1'9"x 5'3^
Installation Dehila:Jw1220os(1-14)/JW192oo8(1-14)
XX I/S or Glazed 6'2"x 6'10" +45/45 No NCnr210.3558-1/210-3558-IA
Double O/S Max Patel Sia:3'0^x 6'7"Dayligltt opening:1'9^x 5'3^
w/o Surface Bolts
Installation Details:JW122001-14 JWl 1-14
XX I/S or Glazed 6'2"x 6'10" +55/-55No NC L-210.3558-1/210-3558-IA
Double O/$ Mac Parol Sia:3'0"x 6'T'Daylight Opening:V9"x 5'3"
w/surface Bolts
Installation Details:Jw122oo 1-14 JWI9200 1-14
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE: �"'
o
co
n
G 00
J Q
o
MATERIAL LIST (VENTED HALF LITE ONLY) m 1/j
ITEM PART NO. DESCRIPTION OYT MATERIAL z S.�J j
1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 W LLL ri
2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM Pr53330, REF NOA 13-0219.03 =_
3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C g
4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER Lu r g 2
d
5 76825-000 CLASS. 3/4" x 20 19/32" x 16 11/76" 2 3/4" INSULATED GLASS ASSEMBLY Y
6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL
7 12207-000 b6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL
8 16809-000 SAFTEY LOCK 2 NYLON 6/6 g
9 16829-000 M4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL SX
10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL ww Ru
11 16799-000 LOWER INNER SASH 1 ISPARTECH POLYCOM PP53330, REF NOA 13-0219.03 g QQQwQ y v3
12 16806-000 RIGHT LATCH 1 NYLON 6 a z &
13 16807-000 LEFT LATCH 1 NYLON 6 a
14 16837-000 0-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: 0-LON2 WEATHER SEAL a
15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a m
o
18 DOW 1199 AR SILICONE SEALANT $ o
19 18830-000 WLAIHLH SIRIPING (2 SIUL LUWLH SASH) 6.6' IHOM SCHLLGLL CUHP.: POLYILLX WLAIHLRSIRIPPING
20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 o �
21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM. ACRYLIC ADHESIVE J
23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS r
24 10046-000 SPLINE 6.1' PVCLL c
8 C PW �
ib
0
\\\\1E5 f ILIO l�l�i, 0 0
r j;• .O L wie SM2=
AS NOTED
HERMES F.NORM owo h, WBD
4 j FLORIDA P.E.NO.737)8
S.An'h.. r• 2W 398 E.DANIA BEACH BLVD, tnc K S.FREY
SURE 338 aeuxncw
DANIA
'122(108
/ONAL \\\\ FBPE CERT.OF RUTH.NO.28578
s-rq4 0 14
1/2•AIRGAP
1/8"TEMPERE o
1/8-TEMPERED n
SEE DETAIL A
Q
237/8' 11 16 t8 m O
e t H u1
24 2 / z�J
R<tq
6 W 8 / W Q YQ Z T
7 m 2 J Q
N 16
5 SEE DETAIL 8 "g 3 Lu cn Y d
0
A A 8
4
4
DETAIL A
1 3/4-MAX GLAZING DETAIL
10 PANEL THK. AT HEAD RAIL a
0
21 VERTICU TION SECOSS w a
VENTED HALF w w
LITE 1/2"AIRGAP
5 1/8"TEMPERE S i
1/Er TEMPERED goz i
3
4 10 �dr
9 z W ag�j
• 11
�W
3 15 z J
OUTSIDE FRAME VIEW SFCTION R-R 9f 10 LL�p 00
VENTED HALF INSIDE FRAME VIEW
LITE 4 16
15 _
C7 n
SECTION A-A 11 �
VENTED HALF 1/8"TEMPERE
LITE 12 13
/ 16 20 1/8•TEMPERE
14 1/YAIRGAP
19 18 / GLA
Z10 NG D TAIL Do
AT MEETING RAIL
23 18 INSIDE VIEW a a 0
17 22
24 /
8
NOTES:
FOR ITEM DESCR1P71ONS. m o
07
2
'•t n+�' W12M
AS NOTED,
* "•?* HERMES F.NORERO opo er WBD
-%yy FLORIDA P.E.NO.73778
A r•t ` 386 E.DANIA BEACH BLVD.' S.FREV
SUtTE'��`'S•�••• •••�G DANIA 6EACH FL 3A004 JW722006
CERT.OF AUTH.NO.22570 -
��//111111\1\\ _�13 - 14
z+rr
4 SIB' 6 ?
53 -�T
16' wS m o
WOOAM BUTT HINGE OPTIONAL OUTSWING THRESHOLD OUTSWING THRESHOLD .�� i,-1n�
1 FINGERJOINTED PINE S 4x x122 G LUTES '� AFIC
� OR SUBSTRATE C0 A2B7 L--11 1? V
2 SCALE:Y=1'-0' SCALE:3'=1'-0' 38 /•1AF8063-TS ALUMINUM/COMPOSITE PLASTIC Z O
SCALE:6'=1'-0' SCALE:6'-1'4r NULL P06T Z
3 \J LAMINATEDVENEER LUMBER(LVL)
W Y= A
4 SCALE:6'=I'-D' Q F-
A 8 IIB'y 1 31V 1r 111181'itO r
-f n n�� � LU
LU M g a
1~i7F3� yg.}�I-1/B' Lo �-T
2 A B 18 SOPESS AND RAILS 17 RAILBO OM I "1,111
COMPRESSION x�lY 18 HINGE TILE 25 GA.STEEL a LATCH SIDE STILE ¢
��Wl\W T SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3'=1'-0' LAMINATED VENEER LUMBER(LVL) S
LOXS:.650 LUMBER(LVL) SCALE:3'=1'•0' p
VINYL nASTRA"AL(GLOBAL)
T6 ALUMINUM ''WATA TRIKE B O LT SCALE:3'=1'-0'
SCALE:6'=1'•0' 15
SCALE:Y=1'-0' 8063 TB ALUMINUM SCAL '=1'-0• �'B
5 2 w
s
NOTE:
d 1314, 1.2'CUT .. p
x31/8'—( -1 1 311'r � 7i LENGTH ® to y .0 gg O
ipme6
T- 1 ~ ASTRAGAL BOLT LLZZ W n
DOOR BOTTOM SWEEP R P MATERIAL:COLD ROLLED STEEL p
ZINC B YELLOW CHROMATE a
FINL BLOCK VINYL TIC SCALE:3'
D PINE L),IP11TE FRAME SCALE:3'-V-W SCALE:Y=/'-0'
SCALE:Y=1'-U' (27 POLYPROPYLENE(HOA:10.1208.01) }, p
SCALE:Y=7'-T 8 7 n
_ .�
B. I--2 7/B'— I L w m
�z <
3M'^j � � F-1YI37 45A'�i
0
45 VES SURFACE BOLT STRIKE PLATE
J� aaa aao
114-MIN. �"STEEL •µ• O F BUT SPACER
11 SCALE:6'=1'-0' PLASTIC 9 $�
SURFACE T SCALE:3"-l'-(r as
40STEEL 14�INDOUBLLE BACK
JAMB R
SCALE:3'=1'-0' SCALE:6'•VV'- LIA (LVL)
3N6'C-SMK. NOTE ES F-
�L/ 1-USE
HE NIN WOOD INSTALLATION SCREW W/i.5d'MW.EMBEDMENT - . 1.0 6/12MO
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8 JAMBS. 7$ t ear AB NOTED
2-USE N8 x 2 1/Y PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. _*, :* HERMES F.NORERO � woo
3-USE 3116'ITW TAPCON ANCHOR W/1 1A'MIN.EMBED. 5 t FLORIDA P.E.N0,73;
WHEN INSTALLING INTO CONCRETEiTAASONRV SUBSTRATE A7 SIDELffE SILLS. 398 E.DANIA BEACH BLVD. ort- S.FREY
•2`� SUITE 338 ix V -
DETAIL
1/a" -l'-O'. �/��SSrONA� % BPE CHIA BEACH,FIL 33004 ERT.OF RUTH.NO 28578 '122008
1fillI I —."Lo 14
SEE DETAIL A
6'TVP SHEET 0 SEE DETAIL A SEE DETAIL A
d SHT.105•TYP SHEET 9 Q
-1 2
to S•TP SEE DETAIL D 6 9'TYP 9.7 J O
3.TYP SHT.10 � � 6'7YP 6'TYP SEE DETAIL A m
3'TW 3'TYP SHT.10 2
_I I I Ilil 11 I II I �
r- illl - gig`
-
�S,EEDETAJLC -32h 51 l SEE i NL C 1 1 W Y~
gHT.70 =
SEE NOTE 2 -32 w - SHT-10
meg=
�mxa
MULL POST DSL JAMBS - -
OPTIONAL -52 ^
(WOOD INSTALL)5 I MULL IPOST
-82' E
(MASONRY INSTALL -n. $ - - (WOOD INSTALL)5
_ $ (MASONRY INSTALLO) S
11 111 i I I I 1111 I 111 �T _ TYP
...��SEE DETAIL B SEE DETAIL B §Tar
SEE DETAIL C—' SHT.10 Z
ANCHORING LOCATIONS DOUBLE
SNT.9 QUTSWING UNR W/ SEE.
SIDELRE (OXXO) C� pt
SCALE: 3/8" =1'-0 SHT.9
ANCHORING LOCATI NS DOUBLE
OUTSWING UNITOUTSWING�NIT W�1 SIDELITE (OXX)SIDELITE (OXX) =w w
SEEDETAILE SEE DETAIL SCALE: 3/8" =1'-0" E
SHT.B SHT.9 '�p
g G
Z ����5{1 TYP 9'TYP. SEEOETAILD IFf4-,�7—
NOTES:
Vp
!o� � 6 TYP. HEEIDETNL A b I , SEE DETAIL A 2m m
3'TYP. . SHT.10 SHT.10
II1 w
I 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
-
SHT.10
AL C 1 SEE DETAIL C AND EXTEPoOR SURFACES AT SPACING SHOWN,X61',FOR H F
TOTAL OF NINE FASTENERS PER SIDE. p a
SEE N 2 _ SHT.10 _ 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK G U cp 4
OBL JAMBS -32 Z MULTI POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURA710N3. O d U
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
OPTIONAL p rc
_ c -4S 91- _ _ 1.SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. e
T 5.SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER
MULL POST INSTALL)5 ROUND MOUNDING ATTACHMENT.
- m IMAs[RY INSTILL)B 3. ALL VIEWS FROM EXTERIORINSTALL)5 _� I TVP
( RV INSTALL)B . I 1� FII 11 i i �G •p a*E &12/08
a2re E':.p _
Q SEE DETAIL B .. l�SEE DETAIL B * N '� 7$. * FLORIDA Pt R0.737A AS NOTED
WBD
SHT.10 r SHT.10
SEE OETAILL F� SEE DETAIL F --/ � � W 2M E.DANA BEACH BLVD. s•' S.FREV
O'•.:9( 1;:' 81111E 1fB ollw,w w.
SHT SHT.9 ANCHORING I OCATIONS SINGI F '.TF V�=��� DANIA BEACH,FL 330M JW12Z008
OUTSWNIGGUN�C W�2SSIDETE [0X01 ?0,11170171W O1 IT x ��iiSS�pNAI E?���� FBPE CERT.OF AUTH.Iq.MS7! �A1 os 71
SEE DETAIL
SEE DETAIL A &1T.S
SW.D
SEE DETAIL C SEE DETAIL D SEE DETAIL C p
Ir
S.Typ SYR.10 SHT.10 a S'TYP SHT.r TYP SEE \k m O
9'TVP b 8'TYP SEE DETAIL DETAIL A = A F
r TYP �{ S TVP SEE OETAL A 3'TYP D SHT.10 SHT.10 SEE w A U J
�.jl SMT.10 1 I Z I Q
31 TYP 3'TYP SHEETB 1 W Y
1 I 11 I I tI I it i 1 11 `I1 I 1 = 17 1 $ 2Yf
i I I -12 w _ - - ' SEE Q
I = SEE NOTE 2J
MULL POST -37 SHEET 9 Lul Y d
a
� � I1ULLPOSTIi SEE NOTE 2 -37 _ � -12• - $
-42. _ OBL J BS
DBL JAMBS _ OPTIONAL -52" -
(WOODI TALL)5 LL 2 ¢
m - I (WOOD MSTALLOPS OPTION -'5r
-g2• I - (MASONRY I TALL) �2 0
$ I RY INSTALL B I I c _ _
w
_ I I TYP I �� � �' 1 1 III III _ 111 I'I 11 I I�� FON
I III I11 1 III III III �I I i � _ ' Sp�pQG r<J
LATCH AND HINGE MULLIONS
SEE DETAIL B Tl'P FOR ALL FRAMES 3 O
... .. SHT.10 SEE DETAIL F DETAIL B SCALE:1/2=1'-0• $a 5 c1
' .. 2�rI
SEE DETAIL C ANCHORING LOCATIONS DOUBLE SMT B SHT.10 S o.0 o¢y
SHT.9 OUTSWING UNIT W/2 SIDELITE(0)00) ANCHORING LOCATIONS SINGLE
SCALE:378'=1'-0' �UTSWINGUNIT T12 SIDELITE(0X01 2 11 a
SCALE:3/8'•1'-0'
3 ! S
DETAIL A DETAIL 9
I7 3 !
TVP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS
24T ?i 1p SCALE:1-1/2=1'-0' SCALE:1-1/2=1'-T
y,
27 2 2 NOTES: r y
�y 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR a
�J AND EXTERIOR SURFACES AT SPACING SHOWN.-11",FOR ly}
-+- 1 TOTAL OF NINE FASTENERS PER SIDE. a 13
2.CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. }R
2 !.SEE BHT 10 FOR SIDELITE FASTENER LOCATIONS. �L
5.SEE BHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER C 2
ROUNDNX "JQ"T"' HMENT,
S. ALL VINV ;1i O m
35
I r. '.t O 8112J08
AS NOTED
_ T HERMESF.NORERO � WBD
n q FLORIDA P.E.NO.73778
STAPLE LOCATIONS BRAD LOCATIONS DETAIL D P 1,.........
',.J�Iu`` 398 E.DANIA BEACH BLVD. n S.FREY
TYPICAL FOR ALL IDELRES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB 2 SUITE 338 oMwgw_
SCALE: 3/8• - t I-0 SCALE: 3/B" = 1'-0" TDyp FIOR MEAD TO NULL POST SCALE:1-172=1'-0' '�FSy.."'• "•,.aV��.`� DANIA BEACH,FL 33001 JM22�
SCALE:1-1/2'=1'd ,,A2j11 �1777` FBPE CERT.OF AIJTK NO.2➢875 au*10 a 1!
SEE DETAIL E
SHT.B SEE DETAIL A SM.9�_ SHITEE DETAIL A _o
X b
b SEE DETAIL A - •. •.. kD
S TYP _ SPIT.10 m
�—11 ryp SEE DETAIL D J Q
----..y{{ 8'TYP SHT.10 SEE DETAIL A S TYP SEE pETA1L A m
STVP 9'TVP '( SHT.10 I 5'� (SHT.10 V J
I � t
I I I 1111111 I 11/ 1 I _ Z
1 1111111 _` W .0
I I tr I UJ
ti _ 35a
I
SEE NOTE 2 _�„ a - W r S S
1"t Y 1
3
f"TIONAL (WOOD
INSTALL) 5
I 1 — I —67 I — m _ (MASONRYI= _
(WOODINSTAIl�
SSEE HT.10 AIL B $ (NASONRV INSTALL
OI
\ —7 I — $ TYP \
/ $
(WOOD INSTALL) I I I I 1 1 1 1 1 I 1 1 1 1 1 1 1
SEE DETAIL F J E(MASONRY INSTALL)
SHT.9 .... 5 QQ t0
ANCHORING LOCATIONS yo=
OUTSWING SINGLE UNIT (X) SEE DETAIL SEE DETAILB �3
SCALE: 3/8" -1'-O" SIEGE DETAIL C SHT.10 SEE DETAIL C SHT.10
ANCHORING LOCATIpNS DOUBLE SHT.6 ANCHORING LOCATIONS DOUBLE
=S o¢
OUTSWING 11�NIT iW/ 1 SIDELITE (XXO) OUTSWING UNIT (XX] zw I
SCALE: 3/8
SCALE: 3/8" =1'-0" LL a
»o S <
NOTES:
�� NO1E7 1, CORRUGATED FASTENERS TO BE APPLIED ON B07H INTERIOR O
r AND EXTERIOR SURFACES A7 SPACING SHOWN, +/-1",FOR e
TOTAL OF NNE FASTENERS PER SIDE.
6 \ 7 ( 1 2.CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS
NOTE6 0 / ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
NOTE
3.SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS,
7 / 4,SEE SHEET 10 FOR SIDELRE FASTENER LOCATIONS. 33 F
5.SEE SHEET 10 FOR SIDELITE WAD NAL LOCATIONS FOR
LOWER SURFACE BOLT STRIKE PLATELATCH & DEADBOLT OIW MR ROUND MOULDING ATTACHMENT. w
DETAIL A ACDETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6.ASRtMAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED ac�5
UPPER SURFE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCAI F: 1/2" =1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT
T LATE & UT'I'CR ASTRAGAL SCALE: 1/2" =V-0" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN
BOLT STRIKE THE FIELD. '$
SCALE: 1/2' 7.TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION, s
NOTE 7 45 SURFACE BOLT ALSO DRILLED AT FABRICATION WHEN --
BOLT
BOLT LSTRIKE PLATES ARE ATTACHED
IN THE Fl
_}ice S. ewc AS POUTED
A6 HERMES F.NORERO ow0 r WBD
FLORIDA P.E.N0,73778
45 NOTE 7 398 E.DANIA BEACH BLVD. S-FREV
DETAIL E AT HEAD DETAIL F AT SILL i��'1`�'., ��. SURE 338
SURFACE BOLT PLATE SURFACE BOLT PLATE �h SST .. .. UANIA BEACH,FL 33004 ,ryy1220p6
SCALE: 1/2" =1'-0' SCALE: 1/2" =1'-0' hA�7hN��NP11,`` PE CERT.OF AUTH.NO.29576 ree*9 0 14
TE
SEEDETALA 1IYMAX 11M'
SHEET 12 • �� MN.EIS.
3 i
S n
D°i
F'o
• U K J
SEE NOlTkn
OQSOR SEE NOTE 2 "NO. \ \ z Q
SEE NOTE 2 SEE NOTE 2 EXTERIOR EXTERIOR W N.SND
A TI /o YHORI7NTAl CROSS SFCTION p H I U1 aYa F m
SCALL: Y=1'-U"c 8 SCALE: -0" 8 MASONRY& CONCRETE INSTALL J Q
C ZONTAL CROSS SECTION n 2A
SEE DETAIL A SCALE: 2"=1'-0"
SEEDETALA 11/! 11M 8 SCALE: 2'=1'-0" W Mg=
i SHEET 12 MRL E16. S � ,SNIFFY 12 -I .EA! � 1 3 ♦ yl '� Y a
i ♦2 u'1X
sm }
s ^ � S Q 1IWMM S
` a
SEE DETAI J z
• _ 7 6 SHEET 12 w 4
EXTERIOR 1 1.1� I W MAX EXTERIOR 1 .'-•• ��vii ai
eI9M IH•MAX 8EE 2 EXTERIOR EXTERIOR 5 0 0 N
•� 9 g 0
HQRf70MTAL CROSS SECTION F T G •T-- 1M•MAX c9�F
8 WOOD INSTALLATION 8 MASONRY& CONCRETE INSTALL 8 SCALE: 2"=1'-0" L EJQEI eI9M I °O� <
SCALE: 2"=1'-0" SCALE: 2 1'-0' 8 FIXED UNIT 1X BUCK OPTION IN rS g z
z 11? SEE DETAIL MASONRY & CONCRETE INSTALL Zw tS 00
1N1AAX 1NE1 6 1M•MAX SEE DETAILA IDL FJB. SHEET I2 (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR Ii�.v 0
SH 9 SHEET 12 r = 1&, I moa =
117 SEE DETAILA 3
L 6NEET 12 Ir 70 1• 3 I s 9 " TEMPERED 1� w+
9 r 19 31 T n S O 11 '.23 ♦ _' a m n
(D 7i �21 ♦ l_ �f�S�/ 2a EMBEOMETIT ~ S - m
Itr
AIRSPACE
SE%TERIOR EXTERIOR 1/I'MAX 3 EXTERIOR SEE DEWL A
SHIM pf SHEET 12 3 F
H T TI I H � T R TI MODEL 7911 VENTED HALF LITE
HORIZONTAL CROSS SECTION
�� 0 ZON ALC 055 SEC ON g
WOOD INSTALLATION
8)WOOD INSTALLATION MASONRY& CONCRETE INSTALL $GALE;2'•1'-0' w
SCALE: 2"=1'-0" SCALE: 2" p 9 EXTERIOR Sa
T�u•MMc
NIH�E SEE DETAIL A NOTES:1 14' "m
I_ SHEET 12 i 3[ 1.FOR ANCHOR SPACING(rtEMS 1150R eB),SEE SHEETS 9,70,811. HORIZONTAL CROSS SECTION
2.SPACING FOR 7123 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 8 OPERATING UNIT IX BUCK OPTION IN
TEMPERED SOIW)'I CONCRETE INSTALL
• a 3.ASTRAGAL SCREW PATTERN SPACING FOR N13: /
U FROM BOTTOM:1?,T,3117,2P,24 39'. (LEFT-FMNg311} QR RIGHT-HAND ANCHOR SIMILAR) O m<0
FROM TOP:VT,2',31f2',20',24 3M',39'. ♦ _
• 7v,2 W12M i !.IX MAY BE URU2FD AS AN OPTION.FOR VERTICAL%CTIONS.SFE DETAILS
=•�"t• �s O
•' 1IT AS NOTED
�r + AIRSPACE
�SHFET G HORIIONTAL SECRONS:DETAILS SHEET& _} * HERNES F.NORERO pq.N: yyBD
1�4 1 5.T���APPCONCON999///MASONRY ANCHOR SPACING SAME AS WOOD j I 39B FLORIDA
P.E.NO.73778 BEACH BLVD. �♦r. 8.FAEY
1K'MAX. 13 T ANCHOR SCREW CONFIGURATION. E. �y� E.
SH MODEL 799 VENTED HALF LTTE : ••'•., 2 SUITE 338 onArnrcHo.
k HORIZONTAL CROSS SECTION G.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW /Fs+s•"•^•'• G " DANIA BEACH,FL 33IMM JW122008
8 MASONRY AND CNCRETE INSTALLATION SECTION OF HEAOR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. SON„1 ,` BPE CERT.OF AUTH.NO.29M S 14
SCALE.2'a1'-T
11N' 19 MAX
NN.BNB. 8HN 12 ".- i SEE DETNL A4 7 SHEET 12 T 3 18 31 21 n< 1S 3 21 22 18 Cc
m
NOTE ACTIVE 7 8 B
° NOTE 2 e e 7 ACIM EXTERIOR �R�y NOTE 2 Z 2-1
NOTE4284 4 EXTERIOR TE C H RI NTA CR S SECTION ! D \HOR170NTAI CROSS SECTION Z W X.0
H I I 7 SCALE: 2"-i'-0' 7 SCALE: 2"=1'-0" 3 g Q
A'
HORIZONTAL T 7 SCALE: 2"=t'-O
7
MASONRY.& CONCRETE INSTALL 0
SCALE: 2"-t'-0" "'MAY SEE EETNLA 114*MAX W g=
1N'MAX 1N'M ENOTE 4 SN64 1,R' SHEET 12 3 811N 3L IL
9HW 1 trr 8HM t 114' SEE DETNL A 1 NN.EMB. 1 z
SEE DETAIL A 4 MN.EMB. SEE DETAIL A MN.EMB, SHEET 12
6MEE'T 12 4 SHEET 12 i z
11 1
,E NOTE
1 B F SEE NOTE 1 EXTERIOR E W W U
SEE NOTE 5 SEE EXTERIOR —� 7 6 6 [H 1 HORIZONTAL CRO SECTION g�� 'p
8 EXTERIOR
WOOD INSTALLATION o 0. YdI
EXTERIOR f I TAL CROSS T 6 TION G H SCALE: 2'-1'-O" 1 1 K
E 1 71 WOOD INSTALLATION O 0
7 MASONRY & CONCRETE INSTALL 25 <
7 WOOD INSTALLATION SCALE: 2"=1'-0" ,0 w
SCALE: 2"=1'-O" 31 19 31 _ H.
SCALE: 2'-t'-0" 18 =
114' Z W ' Ny
7M'NAIL iM'MAX NM.EMB. 12
r
SHIM SHIM,
s I ^
SEE DETAIL ASEE �A ^]7
L �✓ — T
SHEET 12 SHEET 12 4 �� 6 8 SEE NOTE 2 o O
_ ° .... EXTERIOR
! �'S SEE NOTE. T L ISECTION �
6 6 IXfERIOR 7 SCALE: 2"=1'-0"
9 EXTERIOR ° B / \HORIZO TAIL CRSS SECTION NOTES: j
NOTE 2 SEE NOTE 7 SCALE: 2'=1'-O 1.FOR ANCHOR SPACING(ITEMS 4S OR 091 SEE SHEETS 9,10.6 11.
/;� EE NOTE 4 2,SPACING FOR 023 FROM TOP OF SIDELITE DOWN(SEE SHEET 10).
/ I 1 HORIZONTAL CROSS SECTION L� \HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACIN FOROtS
7 WOOD INSTALLATION 7 MASONRv & CONCRETE INSTALL FROM BOTTOM:t7,2',31/r,20'.243u• W
SCALE: 2'=1'-0" SCALE: 2"=1'-O" PROMTOP1rr,7,3,rr,20',24Y4•.3P. d
1114 42 E NOTE 4 1N'MAX 4.IX MAY BE UTILIZED AS AN OPTION.FOR VMTICM SECTIONS,SEE DETABS
MN.EAS. r 1,? SHIM " -SHEET 6.HORIZONTAL SECTIONS:CETAUS(j MEET B.
r1N'MAX. MM.Bi -{'VIII'-1 SEE DETAIL A o
I
SNB'SEE CETNL A II Q SHEET IL 6.TAPCON MASONRY ANCHOR SPACING SANE AS WOOD <
J_ ANCHOR SCREW CONFIGURATION. a O
SHEET 12 F1/7'MIN GLASS SITE ttl`1'
3 DOW 1199 SILICONE 6.OPTIONALLY,AN�(��{ArLa ED IN NARROW
1 31 21 0.3 0 16 Be
Or, MNWUM EMIIEDMENT IS ACHIF1117 V 10 O
10 6 718'TEMERED GLASS 2
i 3 314'AIRSPACE * Y}:*: sTur AS NOTED
HERMES F.FL RIDA P.E.NORERO
6 8 7 1 3IA
S tW 398 E.DANIA BEACH BLVD. mW.N WBD
6 7 wen: S.FREV
Qn"' .2 SURE 338 Hxuvnra w.
M H I '" II N HORIZONTAL CROSS SECTION GLAZING DETAIL 1/8•TEAPERED GLA33 :�F6.""""-"•• � '�
WOOD INSTALLATION �G DANU BEACH,Fl 330D4 JW122MG
7 MASONRY& CONCRETE INSTALL SCALE: 6"=1'-O" i4Fsa'1'; It1,� FBPE CERT.OF AUTH.NO.29578 4�.7 s 14
SCALE: 2"=1'-0' SCALE: 2"=1'-O"
rMTAWZE r4HwANM _
OBTANCE +'IIIN.EDGE p6TANCE r' _
1'MIN. 1'MM. r DISTANCE d6TANCE
1'MIN. m 1'MIN.
10
3 9 28 41 TE 2 ± 9 29 12 0 pN
W O
ZOQr�,N
29 29 Z W W
2 � _ 2 T- �29 29 W47 � � rri a_
le
16 u D+M
N SEE DETAIL 97 C DETAIL A - SEE DETAIL A
SEE DETAIL A 10 91 SHEET 12 snEE1 o SHEET+D
SHEET 12 +'MIN.EDGE 1'MIN.EDGE
MSTMNE DISTANCE
30 30 91 1 VERTICAL CROSS SECTION TI TI O
21 6 FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN g
21 MASONRY& CONCRETE INSTALL MASONRY & CONCRETE INSTALL w
SCALE:3'-T-Ir SCALE:3'=1'-W rc Lu
1.00'O.A. 1.00.O.A. 5 o t7
INSULATED O INSULATED p 1618' EDGE OF oO=
TEMPERED GLASS PANEL 30 o
TEMPERED GLASS o 1 EDGE OFNiNr7 1n S
A �
4 W W \�T PANEL 7 g O g e
SEE DETAIL A
SHEET 7 id SEE DETAIL A I 1 1 z 6 U
y SHEET 7 a ' 1 Y LL vi Wj
/ 21 / y
v DETAIL A SURFACE DETNL B SURFACE
BOLT TOP LOCATION BOLT BOTTOM LOCATION
v SCALE:T=1'-T SCALE.2=1'-T 1M W
31 NOTES: ~
17 Dp 4
10
O 31 1.FOR ANCHOR SPACING(ITEMS X5 OR Y9),SEE SHEETS 9,10,911. wig
3
17 2. SX MAY BE 1f17LTlED AS AN OPTION.FOR VERTICAL SECTIONS,SFE DETAILS
37 SHEET 6.HORIZONTAL SECTIONS:DETAILS �-J SHEET R. R
"IN
3.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANC4OR SCREW 1 37 CONFIGURATION.33 114. OPTIONALLY,ANCHORS aGpYffA W NARROWSECTION OF HEAD ORIAMB
_ � L A5 LONG AS MINIHUM !�lFipCT 0. U m p
r::��G '•L'PO� m 8H2A18 2
• Kw.AS NOTED
mm 9 9 * # HERMES F.NORERO
w 1•. °1. O 1' -q E FLORIDA PE N0.73776 —. �D
MIN MIN r—MIN MIN. F '.; 366 E.DANIA BEACH BLVD. we�r S.FREV
_ pn•'•.,F 4� SURE 336 �TNmcw
VERTICAL CROSS SECTION,ACTIVE TYP. B VERTICAL CROSS SECTION.SIDE WE TYP. �%FS ^ • C7� �� DANIA BEACH,FL 330114 JW122009
MASONRY AND CONCRETE INSTALLATION SCALE:MHEN R sAND CONCRETE INSTALLATION i�qONA;1 A,3 FBPE CERT.OFAUNO.29576 ��9 14
SCALE:3'=1'-0•
i' 1'MIN 6ESCRIPTNJN Met"
MIN. 1.MIN P MN. 1"MIN 1 HINGE JAMB x11N'%4-516'FINGERJOINTED PINE PINE
MIN. 2 HEAD JAMB 1114-x4-SIT FINGERJOINTED PINE PINE
2 6 3 LATCH JAMB I-114'x1-518'FINGERJOINTED PINE PINE
Y �"W S 1 w 5 7E 1 TE 1 4 SIOELITE JAMB 1-1M'U-SdB'FINGERJONTED FINE PINE Or,
z SLEET 6 Y = SHFPT 8 1 SHEET 6 S Y10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 117 MIN.EMBEDMENT STEEL J R
'a= i 295 2S 6 4'x4'BllfTHINGE 120A.088'MIN STEEL mo
y = 1 >b%314'PHILLIPS FLATHEAD WOOD SCREW STEEL I.-
2
�/2�� y 2 8 98 x 1 117 PHILLIPS FLATFEAD WOOD SCREW STEEL U Q J
/`/ 8 3MW RW BUM.DEX TAPCON WITH 1 IA'MIN.EMBEDMENT STEEL ? Q g
�i 10 CDAPRES&ION WEATHERSTRIP Lo%Seal 650 VINYL Z LU ll`5x
47 — ?1 i1 AFCOM297OUTSMANG BUMPER SILL 606475 W aYa F
SEE DETAIL A1 /// 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER VL L"
SHEET I2 10 /6 BEE AICA 37 96 =ni / 13 DaRWED ASIRAGK GLOBAL Ii4WATAgLHR17 6064T6K ALIMNIM 0�S=
18 SEE DETAIL) 18 14 118 X I"PHILLIPS PAN HEAD SHEET METAL SCTEVJ STEEL 'co Y a
31 A SHEET 12 15 ATA STPoIE PLATE-R4 GLOBAL PRODUCTS STEEL
31 46 46 16 TOP RNI TED VENEER LUTABER LVL
17 BOTTOM RAL 25GA 0.018'GALVANIZED STEEL STEEL
30 18 NNW SDE STILE LAMINATED VEMEER LUMBER LVL
31 411111=1 I 18 LATCH SDE STILE NATED VENEER LUMBER LVL
?7 21 40 20 LOp(BLOCK 7.888 X 3118"x 17 LG PINE PINE 0
1.00'O.A. 21 ODL LA%1RE f7UNE 4'888-BKWD OA 1113-0211.03 POLY-PROP. p
INSULATED 1.00'OA 22 1,0(r OA INSULATED TEMPERED GLA33 GLASS ww
TEMPEREDGLASS— INSULATED Z3 16 ,1116'CROWN x 7 LONG STAPLES STEEL K E y
d F' � qEp�ASg C 24 CORRUGATED NAL i?x 1 IMV 25 GA STEEL 5 p c7
KWIKSET LOCK SERIES 400 STEEL p z
S2 25 KW SET DEADBOLT SERIES 9W STEEL g O
7W ��xxxxl E YB x 21fr PHILLIPS FLATHEAD WOOD SCREW STEEL x- xwn S
SEE DETAIL A 2 SEE DETAIL 7 S[ 26 2x WOOD BUCK GRD 2 SOUTHERN YELLOW POE WOOD � j ism
SHEET) a SFEET7 w E w
a 4 21 NON-COMPRESSION SHIM 1M'MAX.THICKNESS WOOD w J r
= 30 EXPANDED POLYSTYRENE 1.0 T0125IDA DENSITY)MFG BY JELD- FOAM D u
/ 31 STEEL DOOR PANEL'ION MATEPoAL(25 GA GALVANZED) STEEL a y p CIO LLO
T2 22 31 AS25 COMMERCIAL GUALTY 0.018'MN.THICK) VANZED
n 32 VINYL DOOR BOTTOM SWEEP VINYL 8 tg¢m
O a s�' t 33 CORNER PADS 7,LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC
/ SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP dig
30 S k 34 16x1IArPHILLIPS WOOD SCREW STEEL
43 36 SOLO NULL POST LAMINATEOVENEERLUMBER LVL
31 35 31S QUARTER ROUND MOULDING WOOD xxi
b 37 SILICONE BEAD DOW 1168 SILICONE Bj! tJ w m
10 31 38 AFOO 196 THRESHOLD OPTIONAL6063.75 AUCOMP. F
17 39 ASTRAGAL THROW BOLT,STEEL ROD,SMB dA x 18' STEEL
10 17 40 IVES SURFACE BOLT 64548.0'L X 314'W X IW 7HK STEEL Opy
M 41 ODL MODEL 798 VENTED HALF LITE PLASTIC gq y U
-0-
42 1X WOOD SUCK GRADE 2 SOUTHERN YELLOW PINE WOOD ` C
38 11 /i -U' 45 46 43 SEX BOLT 1032 X 1.116 LG X 5116 BAFREL MEL
W IVES SURFACE BOLT SPACERS STEEL Fi kt
�— 1 L.. . 37 L 45 NES SURFACE BOLT STR/E PLATE STEEL as a'`o
'FEET 46 68 X 3M'LG FLATHEAD FOR STRIKE PLATE STEEL
5 5 NOTE 1 47 1 114'BRAD NAIL 16 51 7i STEEL o
i I MEET 6 m 8 NOTE 1 `` �� p O 2
5w-�11• 28 —I 1- � 1•MI—N---i �w 28 EET6 =•A::V1G p n^1e SM20M
28
MIN 1'MIN MIN --i
MIN 7 a'+�AS NOTED
1'MIN * -a- * HERMES F.NOREAO r:,
VAD
ACnAL CROSS SECTION, x-x� FLORIDA P.E.NO.73778
DOOR TYR VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, 7" �xE7 388 E.DANIA BEACH BLVD. .FREY
SIDE LITE TYP. SURFACE BOLTS TYP.
SUITE 138
S WOOD FRAME INSTALLATION C � i1`•'' •••'' G2 Da78A BEACH,FL 33004 SCALE:3'=1'-0' CALE:3RAMEOINSTALLATION 5 ALE SRAM INSTALLATION � , ` FBPE CERT.OF AUTFL NO.2&57820084
1Q5'MAX.OVERALL WIDTH881Ir MAX OVERALL WIDTH 371rr MAX
1s MMAX. 1s 1,2.MAX
SEE DETAIL A FRAME
WDTH 74 MAX FRAME WIDTH FRAME V/DT11
SHEETS 4• FRAME 36-- 353/4 MAX DETAIL A 35 3N"MAX
53W W/ASTRAGAL 35 3W ANELWIDTH 14-MAX. ASTRADAL PANEL WIDTH SHEETS PANELVAOTH 1010
MAX8 PM1EL NAD NOTE 6 Scc
EE DETAIL A OI
OTE 6 MAX.D.LO. II 6T 8 OTE 6 6 m
Z Q J o•'1
21
NO
FMAX 6.10. M .D.L.O. 21 1�16/' .21 116' IMAX Q Z W LL HD
I / rr I NOT M IT I �4n..0. MAX\A. - I I WIDTH �i J Q"
y�uuu��l
§ a 5i
7 p No w ;; f i 7t x �Mxa
eN4 O a p 3 O TEI
b+ NOTE ' 8N0 4 O NOTE4a '� O
B NOTE 4
K
NO S NOTE 5 8
1 .4` 9r \ 4 ` w
�w
FI INACTIVE ACTIVE FIXED J y \ v Qwh
FI D INACTIVE ACT- \ ACTNE S t7
a z
TE 4 SURFACE BUT g
ASTRAGAL SUREINCTE LT <
TE 4 SEE NOTE 3 QUAD UNIT (OX%0) NOTE 4 SURFACE BOLT SEE NOTE 3 p F
SEE DETAIL B SCALE: 1/2' =1-0' NOTE l SEES B SEE DETAIL B SEE NOTE 3 .. >
ASTRAGAL SHEETS
681rr NAX OVERALL WD7HSHEE76 53'MAX OVERALL WIDTH T I IT X SHEETS SINGLE VENT UNIT (%) =w'2
371Ir MAX 181rr MAX 371rr MAX SCALE: 1/2' =1•-0" SCALE: 1/2" =1'-0" LL44^
FRAME WIDTH FRAME WIDTH FRAME WIDTH o g
NO E 6 36 3N'MAX
35 3N"MAX. 18 1rr MAX. U'MAX PANEL WIDTH• -I L--
S3N' PANEL WIDTH FRAME WIDTH NOTE PANtL NAD RI O i
MAX 131 1P MAXtOTF
F----•�PANEL WIDTH 83M'MAX.D.LO
SEE DETAIL A OTE 6 I SEE DETAIL A 6 m
3
SHEET 6D.L.O,
SHEET 6
NOTES yI m
1-ALLVIEWS FROM EXTERIOR.
3 Q m
\q1 116' 1R2-MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE.
X.,D.L2
MA .O. \ !E.0. OPTIONAL CROSS SECTIONS)
O
w 3•SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING
QOP-45 OR LESS. X!
3y NOTE 4 w 4•MASONRY AND CONCRETE INSTALLATION DETAILS a
3 v 6 5-POSITION ANO NUMBER OF ANCHORS IN HINGE JAMB,
3 p NOTE 2 II a NOTE ' 0 \ < LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME
ATE 4 O y p M1 REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL
a NOTE NOTE 4 CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, ia C
SEE SHEET 8 F AILS.
n 4��CT. 6.FOR VERT 1 X BUCK OPTION IN pMASON@V7 �I I �HEET 6 FOR DETAILS. Om 2d6 2'l'�; '•t O wrt: IV12M
N & HERME9 F.NORERO ASNOTED
SEE DETAIL B F ACTNE FlXED FI * rio 2 �ANIA BEACH BLVD. .n FREY
ao
SEE DETAIL B r La310 S.
3HEET 6 SHEET B NOTE 4 � �•. ; •air stRTE 336
OTE `. \ mm.xmno
NOTE SSE NO 03T TR SCALE: I/2X0,1'-0" DUAL SCALE UN�2�Ox;ORO^(X01 NOTE 4`S SEENOTOLT ��i4y�•`S,ONA,HE�G`�`` FBPE INERTOFAIUTK NO. 4 14
0
e
n
J Q
m
~J
20Q
2 WLLeA
LLI
74'MAX,OVERALL FRAME WIDTH ?�J
72 100'MAX PANEL WIDTH
353/4'PANEL WIDTH 74 34'MAX,OVERALL FRAME WIDTH SEE DETAIL A 371/2'MAX J n _
35314'MAX 3534'MAYL SHEETS FRAME WIDTH Ui M Yd
SEE DETAIL A PA7l WIOTM PANEL WIDTH SEE DETAIL A -r g MAX
SHEETS SHEETS PANEL WIDTH
3a 3/8'WITH
ASTRAGAL TE OlE
TE 6 OTE B
r 27 118'
21 1/8'
X21 IM' 21AT' MAX MAX/ 211 ww
f¢QYI MAX, �1Ax �y D.L.O. D.}b ADT.O d rc
VRDTH y11OTH
D °w m
> + vno c o WIDTHg _
j c Q St c2 O
o Nd
T-
0
O No , ® O 0
NO , 4 j GG`yp
NOTE 4 0 0 l e a z W N
$NOTE 5 NOTE 2 n� NO 4
u � c�
yy
\ // TES m y �y NOTE5 /:/
e- � /�
jOTE
ACTNE / y
LII- INACTIVE ACTIVE I ACTNE
,
4 SURFACE BOLT SEE DETAIL B SURFACE BOLT OTE 4 m
ASTRAGAL 3EE B SEE NOTE 3 SHEET 8 SEE NOTE 3 o a
SURFACE BOLT 3/1EE7 S SEE DETAIL B '� o
SEE NOTE SHEETS SINGLE UNIT (X) <
DUAL UNIT (OXO OR (XOl
DUAL UNITSXX) SCALE: 1/2" �1'-0'• SCALE: 1/2" =1'-0" Sd
SCALE: 1/2
NOTES:
1-ALL VIEWS FROM EXTERIOR. a
2-MULL POSTS 3 DOUBLE BACK JAMBS ARE INTERCHANGEABLE.
3-SURFACE BOLTNEE OPTIONAL NOT REQUIRED FOR APPLICATIONS REQUIRING
JttOSS SECTIONS) 11�S
DP-45 OR LESS.
4-MASONRY AND CONCRETE INSTALLATION DETAILS. ,r �G '•t p ure 8/12A8
5:POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 7AS NOTED
LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME R - A HERMES F.NORERO oMta m.. WBD
REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZON TK q �( FLORIDA P. NO,73775 S FAY
CROSS SECTION IN 1X BUCK OPTION IN NASONRYICONCRETE, p'•; W SM E DANIA BEACH BLVD.
SEE SHEETS FOR DETAILS i O,i,•'•.l r•' SU3E 328 .Hn sero
8 FOR VERTICAL ANCHOR
SEEIX BUr BORDEITAILS. •���SS.••.••••••aG , DANIA BEACH,FL 33004 JW122088
/ONAL E , POPE CERT.OF AUTH.NO.21518
47111 T1111� -Ft3 -14
III 1//-MAX.OVERALL FRAME WIDTH
112'MAX.OVERALL FRAME WIDTH 37 114'MAX. 74'MAX
37114'MAX. 37114'MAX 37112'MAX FRAME WIDTH FRAME WIDTH
FRAME WIDTH FRAME WIDTH FRAME WIDTH 35314'MAX 363AT WITH 36314'MAX p
PANEL WIDTH ASTRAGAL PANEL WIDTH
353W MAX 35314'MAX. OI
PANEL WIDTH PANEL WIDTH BTE BTE SEE DETAIL A p
SHEET 6 J Cc
OTE 6 6 SEE DETAIL A m O_
SHEET 6d U
� IT,IB' 21 1t1v6/' �2,1.•1,I6' Z O Q
�211AY ¢21 IV IV D.L.O. D}o D, O he
MAX MAX YIAX )Nl �R LZjJ Y=
4 D.L.O. D.L.O. D.l O.
WIDTH WIDTH wD p W g=
SO Y a
.4
b9SNOTE4
NOTE ® NOTE 4 NOTE" NOTE 2 O
/ NOTE 5
N NOTE 2 \ / O
8 / � o
NOTE NOTE 5 10 V.-o,.
w w
� ¢�w
S` 9` 1r L / Ow
INACTIVE I ACTIVE g opp
FlXED FIXED
ACTIVE 1 TE 1 g 3 Q
IDISEE DETAILULL POST SHOWN DBL-BALK SURFACE BOLT S a
OTE 4 OTE 4 SHEET 8
B MULL
MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B w p O J
MULL POST SHOWN SURFACE BOLT—/ 4 SHEET 8 x w
DBL-BACK JAMB MULL SEE NOTE 3 117 MAX.OVERALL FRAME WIDTH =w
POST OPTIONAL 37114'MAX 37117'MAX 37114'MAX TRI UNIT IOXXI OR IXXOI LL
TRI UNIT IOOXI OR(X00) FRAME WIDTH FRAME MADTH FRAME WIDTH SCALE:1IY=1'-0' t '�µuup�7ylll g
X&Nl/Y=1'-0'
353W MAX 35314'MAX
SEE DETAILA PANEL WIDTH PANEL WIDTH g
SHEETS 6 NOTE6 t2
F,
211 21 11S' r 21 HAT NOTES:
MAX MAX 1-ALL VIEWS FROM EXTERIOR.
D.L.O. D.L11O''.'' D.L.O. 2-MULLPOSTS d DOUBLE BACK JAMBS ARE INTERCHANGEABLE.0 WIDTH (SEE OPTIONAL CROSS SECTIONS)
WIDTH WIr
Q4
3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING x o
-I I? DP-45 OR LESS. OSp w 0✓+
W
D Z 4-MASONRY AND CONCRETE INSTALLATION DETAILS. p,a crS Ty
e 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB.
"ALNO17 17
® LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME
NOTE 4 d REGARDLESS OF ROUGH OPENING TYPE.FOR HORIZONTAL Ry
CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE.
e NO NO 2 SEE SHEET B FOR DETAILS. a c
$ NOTE P. 6-FOR VER RlplgwJJ�N IX BUCK OPTION IN
/ MASONI� 5gE1�ST.61SlEET 6 FOR DETAILS. O m o
FIXED ACTIVE FI%ED AS NOTED
* * IIENIEBDF.NORERO .n„ WBO
FLOF A PE.HO.737M
SEE DETAIL B N. OTE/ :.-$� :to 314 E.DANA BEACH BLVD. as rf. S.FREY
O,� '7< �.'• �� BIILfE 33t wreceq
SHEETS SURFACEBOLT MULL POST SIbWN- jm UNIT(OXO) ��i''�,5,•.•^ (2��.` DANIABEACH.FL 33M' JW122008
SEE NOTE 3 DBL-BACK JAMB MULL SCALE:117=1•-0' i�%NAL�;�`` FBPE CERT.OF AUDL N3.
POST OPTIONAL X7,1„I III%'.%% _2 .14
MATERIAL PROTECTION
�'
T �] 1. ALL LATCHILOCK AND HINGE HARDWARE 1481/7 MAX OVERALL FRAME WIDTH
JEL17 WEN,, TO BE OF CORROSION RESISTANT MATERIAL 37 1h MAX. o
OR CORROSION RESISTANT COATED. 371/4'MAX 74'MAX.
F NSHMM/GLADIATOR STEEL DOOR.WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRN$WIDTH FRAME WIDTH W
GLAZEDI243"OUTSIBNG DOOR SYSTlY CORROSION RESISTANT STANDARDS AS 35314.1" j 0
Ik IDENTIFIED IN THE FBC. 353/4'MAX 72 114-MAX. PANEL WIDTH J O
PANEL WIDTH DOUBLE PANEL WIDTH m
WNERAL NO,ESSEE7-TAML 1.THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEL.3 2d
THE CURRENT FLORIDA BUILDING CODE(FSC)BASED ON THE OTE 6 TE 6 (L G
SIGNED ANDS
EALED DATE:INCLUDING HVHZ AND HAS BEEN <L N
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM W YYa=
E331-00 AND ASTM E330-02. 3 J Q
Z.2X AND IX WOOD BUCKS BY OTHERS,MUST BE ANCHORED Y /
PROPERLV TO TRANSFER LOAD$TO THE STRUCTURE. 21 116' 21 118' 21 IAr 21 1AT j3 m
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: MAX MA) � MAX. I,Y d
AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE 1"ALL VIEWS FROM EXTERIOR. � D.L.O. 0.}.D. D.L O. D.L.O. y
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2"MULL POSTS&DOUBLE BACK S yVp7H yAD'fM WID WIDTH p I
4.DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS ARE INTERCHANGEABLE.
5.FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 26 0
REQUIRED FOR DOORS AND SIOELITE3. 3-SURFACE BOLT NOT REQUIRED FOR _ZZ
6.FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP-45 OR g o
INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS'
INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS �C\ 4-MASONRY AND CONCRETE INSTAL- NOTE NOTE 4 D oO
BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. NATION DETAILS. Q h w w
5-POSITION AND NUMBER OF �ZS) rn
7.SCALE BASED ON 11x17 SHEET SIZE. $ NOTE 2 NpT� O m C
ANCHORS IN HINGE JAMB,LATCH J
6.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR NOTE 5 p O
GREATER. JAMB OR SIDELITE JAMB WALL BE R �, p O z a
THE SAME REGARDLESS OF ROUGHLm O y
OPENING TYPE.FOR HORIZONTAL ,r ¢ W
CROSS SECTION IN 1X BUCK OPT" g
IN MASONRY/CONCRETE,SEE FIXED HACTNE ACTIVE FIXED _3
SHEET 8 FOR DETAILS. =G J
DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN IX BUCK OPTION IN ASTRAGAL
TE" TE4 DBL-BACK
FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE,SEE SHEET 6 FOR SURFACE BOLT ..
JAMB MULL POST of-'
SUBSTRATE WITH LMC ADHESIVE. DETAILS. MULL POSE SEE NOTE 3 SEE DETAIL B �
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNLIT(OXXO) 0 5q
EXPANED POLYSTYRENE(EPS). SCALE:
PANEL CONSTRUCTION:EACH WOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWNI
ING NOMPACT) n
FROM TWO SLEETS OF 25-GAUGE(.016'MINIMUM)GALVANIZED
STEEL.THE FACE SHEETS ARE SENT 90'OVER THE 1.668'X 1.0' *WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION N
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT 19 NOT NEEDED
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS
38,400 psi.THE 1.688'X1.203'BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH
ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS m
THE WOOD LOCK BLOCK IS 1.688'X 3 I/r X 17. POSITIVE +30 POSITIVE 446 *65
FRAME CONSTRUCTION:THE FRAME JAMBS 6 HEAD ARE NEGATIVE -45 S5 -45 NEGATIVE -45 .55 yj�p �p
CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A pp
NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM O p J p w
CLADDING.CORNERS ARE COPED,BUTTED,6 SEALED USING TABLE OF CONTENTS TABLE 1 ` p a
SILICONE.THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHAT BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)
FOUR 16 GA.7/16'X 7 STAPLES PER CORNER.THE SILL AND SIDE # DESCRIPTION RATIO.OH LENGTHIOH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 9 Q
JAMBS ARE FASTENED USING THREE 16 GA.7/16'X 7 STAPLESTIN " s
PER CORNER THE VERTICAL SOLID MULLION IS FASTENED T a 3
THROUGH THE HEAD 8 SILL USING THREE#8X2-1/7 SCREWS PER ELEVATIONS
AT THE CENTER OF THE FRAME HEAD TYPICAL
AND THRESHOLD WHHERE AEND.A 31r HOLE IS DDONS METAL STRIKE PLATE IS FASTENED VERTICAL CROSSTI SECTIONS&B. M.
USING TWO#6 X 1 1/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS I—w u:rw w 2
BOTTOM ASTRAGAL BOLT.EACH FIXED PANEL IS SECURED INTO Q ALC CT I 1, \. '•L 0 ^�' 8i12A6
THE FRAME USING FOUR 16 GA 7116'X T LONG STAPLES PER ALC T may' yrw.AS NOTED
STILE FASTENED THROUGH THE JAMBS.ALL MULLION JOINERY 6 ANCHORING LOCA"aft
_* N •.�- * HFAMES F.NORERO
THE FIXED PANELS I FRAME JOINERY ARE SEALED AT THE 10
ANCHORING LOCAFLORIDA P.E.NO.73778 m1u sr WBDEXTERIOR USING 1199 SILICONE. ANCHORING LOCA �j 1 T � 388 E DANA BEACH BLVD. . S FRET•[41UNIT COMPONEN —� °". SURE 338VENY LITE DETAIL x ''••.. _ DANIA DEACHFL 33004VENTLITEMATERI \ i�ixFSSNN,1G��`� FBPE CERT.OF AUTH.NO.28678 JW122W84