HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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r'y CEIV`D AUG 11-2015
Business;)
rral 'Product Approval
Professib
--f USER:Public User
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i Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# �FL16468-
IL
Application Type
Code Version 20
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Locke Bowden
J Validation Checklist-Hardcopy Received
Certificate of Independence FI 16468 R8COI,COI JW SS 201.5-04-7.711df
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAy... 8/5/2015
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16468.1 Design Pro/Smooth Pro Fiberglass Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 11 A010861A.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R8 AE PER3472.odf
Created by Independent Third Party:Yes
16468.2 Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F(164tit3..._RS II-._AO.10862E3ji f
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: FL16468 R8 AE PER3473.odf
Created by Independent Third Party: Yes
16468.3 Design Pro/Smooth Pro Fiberglass Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 II A010863A,.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R8 AE PER3474.)ddf
Created by Independent Third Party: Yes
16468.4 Design Pro/Smooth Pro Fiberglass Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 11 A010864A.odF
Approved for us HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resi �No Created by Independent Third Party: Yes
Design Pres rEvaluation Reports
Other: FL16468 R8 AE_PER34.75,,Ixi(
Created by Independent Third Party: Yes
16468.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,0/O,X/O,X,O)Opaque Door 9-0 x
6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F1..16468 R8 II A01.0865A.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16463.,._RO_AE_.PER3476_pdf
Created by Independent Third Party:Yes
16468.67 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,0/O,X/O,X,O)Glazed Door 9-0 x
6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468.RS 11 A010866B.I)df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: 11..7.6468 R8 AE PER3477,pdf
Created by Independent Third Party: Yes
--[
16468.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Opaque Door
12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R8 II A010867A.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAAy... 8/5/2015
74"MAX.O.A.WIDTH PREPARED BY:
5 nA
iWINDOWSEL EN, BUILDING DROPS,INC.
p � 39B[.DANIA BEACHBLVD.,111,338
6 DOORS G DANIABEAcnFL33
/ � 3 DH.195413998978
6 EAX:1951p 4.4738
= wep:w.w.e"aa."aa."D:.Tont
DESIGN PRO/SMOOTH PRO FULL LITE "1 w 6
Ine
..w H
a °°NON-IMPACT z�� INACTIVE ACTIVE K
w o
O o
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 7 =a z o i 1.
°ZawLL--
\
Vi L' M�aLL
GENERAL NOTES: LL�� 8 z ZQ W m y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA \Z Q �
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 3 4n coz >
TAS 202-94 TYP.ELEVATION 1 2 w LV w'
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1 6'-0'000NNu- J LjJ
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THEDTH O (-J �A
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF d to 1,4
INSTALLATION. 5 a F}-' W
O
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 4.
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED t'
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ~
z
DOCUMENT. 6 REMARKS BY DATE
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT / \ c dd MP Lock&Radius Lt GL 6/19/1
RESISTANCE.
t
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. - - = 5 z
ro ion OQ
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN n ti w
m O O "Ruo sNAuxor9B REvpooucco
GLASS,DECORATIVE AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED < INACTIVE O ACTIVE O opo TMaIN:.
FOR 6'-8"DOORS AT DP+/-60 ONLY. z t7 LL l7� RK1NGS rN1io wrNni'Ivrngium vinulRinm ago
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING SILLS y z¢ =wa IwAL OArroup cR nv�unou
MEETS NOTRATED
REQUIRR WATEEMENT,PRODUCTIRSHALL BEINFILTRATN. IF THOITY USED WH NINNSTALLED AT REQUIRES THAT LOCATION PROTECTEDUCT 0
BY oza F t/TO
� ..OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT IS 2 1.0 \ / � Q-
Pr)
TYP.ELEVATION 2
1 p•o•ooaaxncNr )7�,,F Z
TABLE OF CONTENTS revecET V.9579
NOTE: Digitally signed by Hermes F.Norero,P.E.
SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL Reason:l am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. Date:2014,07.0609:51:41-04'017'
2 A TYPICAL ANCHOR LAYOUTS AN D NOTES DATE: 02..05.14
MAX.OVERALL DESIGN PRESSURE(PSF)
3 - OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG. Y: CHK.BY:
4 - VERTICAL ASSEMBLIES CONFIGURATION IN TSWING IMPACT DWG SS/MSS
TING SALE: NTS
5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG.
6 A GLAZING DETAILS XX 6'-0" 6'-B" 60' 60 60' 60 NON-IMPACT DWG'n:A010864A
7 - WOOD SUBSTRATES XX RADIUS 6'-0" 6'-B" 60' 60 60' 60 NON-IMPACT SHEET: OF9
8 - CONCRETE SUBSTRATES XX 6'-0" 1 V-0" 1 50' 50 50' 1 50 NON-IMPACT 1�
9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
PREPARED BY:
INSTALLATION NOTES: A
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. / \
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SEE TABLE 74"MAX.O.A.WIDTH
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 1NCH OR GREATER OCCURS.SHIM(S)S SHALL BE FOR QTY. BUILDING DROPS,INC.
F.DANU BEACH OLVD.,9iF.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 11/2"TYP. OANIA BEAEN,L31M
3"TYP. 3"TYP. PN:199A)3998438
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FA%:Zdd,,<gd,
STUCCO,FOAM,BRICK VENEER,AND SIDING. w[B:wwe,BN�Iamaa,Dw.�Dm
G2 — — — — G2
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL a y y F o
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR o m
N J m p o
MANUFACTURER'S INSTALLATION INSTRUCTIONS. LF-u o"'
e
� d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR i-
F- '� 0 0 0'm m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE x Z '•+LL
SHELL OF BLOCK.
ntix < G F=-a Z
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK DI :FO Ln m x
CONCRETE/MASONRY CONSTRUCTION. L7? ®rn¢ O O Z H
LoLL u O
h
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE L�'iI < < ¢ O�Z 0
u
FOLLOWING PROPERTIES: O I O I w oc >' u
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. O?G
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. W
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH W 0
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 p = s
PSI. UN
2 ao
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH -
OF zooD PSL ACTT E Q
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR P:
r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. A2 3.. A2
D2 D2 REMARKS B DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM dd MP Lack&Radius Lt GL 6/19/1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. �'1,TYP•AN CI-IOI LAYOUT
ANCHOR TABLE 2 6'-a"ORB'-0'000R NDGNT
6'8"DOORS 8'0"DOORS
nOLE OP VAx1NL
ANCHOR MIN. MIN.EDGE win GSTON'sOmmiN.GRu �uII-Ee
ANCHOR TYPE SUBSTRATE MAX.O.C. HOF MAX.O.C. HOf B ABEMCTVENMmEO AND
512E EMBEDMENT DISTANCE ANCHORS AT ANCHORS AT w.uoare ouwcEwnEc+no
SPACINGAT SPACING AT %1111111!1
HEAD/SILL HEAD/SILL 1
JAMBS CLUSTERS JAMBS CLUSTERS \\ �S F 077/��'
2X WOOD BUCK
WOOD SCREW 0 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4
A0
TW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" q * / *
. "O
1-3/8"-LONG ••
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17-1/4" 4 T lij
1_1/4"-CMU CMU
NOTE: i n'•. L DP':•
INACTIVE AND ACTIVE DOOR PANEL �i (� •�afEur,DRLab ��
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 ORIENTATION IS INTERCHANGEABLE. i)B b �'tvi'p,NaDvo�'s �\\�
E CE i)'lNq t'fl`Gft1CIW N
2-#1213"PFH 02
SCREW C2
1-STRIKE PLATE E2
HOPPE#1965040 2-#8 X 3"PFH
SCREW F2 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE
NOTE: HOPPE#2098945 STRIKE PLATE HOPPE#196SO40
INSERT PLUG 2-#8 X 3"PFH DATE: 02.0 S.14
FIB21-
INTO BED OF SILICONEDETAIL F2 SCREWS DWG. Y: CHK.BY:DETAIL C2 TVP,ASTRAGAL/ DETAIL I2 GL/TJM SS/MSSTYP.ASTRAGAL on• MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE SCALE: NTS
DEBOTTOM SHOOT 2-#9 X 2 1/2"PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION
ASTRAGAL ONLY INSERT PLUG BOLTINSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12 DWG.#:A010864A
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-#9 X 2 I/2"PFH 2-#9%21/2"PFH
SHEET: OF 9
UNDER REINFORCEMENT PLATE)
ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS
PLATE FROM
A INSWING SILL SECTION VIEW HARDWARE KIT D OUTSWING SILL SECTION VIEW n HEAD SECTION VIEW L
2 SEE DETAIL..E.ABOVE Z SEE DETAIL f3OR EI ABOVE z INSWING SHOWNOD35WINGSIM-R
PREPARED BY:
e
BUILDING DROPS,INC.
398 E.DANW BEACH BLVD.,SLE.138
DANWBFA[H.F11-
PH:195413996178
A%:19541744.4738
W EB:www buddin8drops.mm
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INTERIOR EXTERIOR EXTERIOR �. INTERIOR y Q ;m
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1 OPERABLE HEAD 3 OPERABLE SILL REMARKS BY DATE
4 UTSWING SHOWN-INSWING SIMILAR INSWING dd MP Lock&Radius Lt GL 6/19/1
ENDURA ZAIL4565F
AID SHALL NCIBE FEPRO?TUOC�ECIN
nthOOT. nG
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—111S TO THIS COCUm .
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INTERIOR EXTERIOR INTERIOR EXTERIOR = T T
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1/1 NIA
4 OPERABLE SILL 7 OPERABLE SILL DATE: 02.05.14
4 OUTSWING 4 OUTSWING
AFCO J-2297 OPTIONAL AFCO H-497 DWG. Y: CHK.BY:
GLITJM SS/MSS
SCALE: NTS
DWG.n:AID 10864A
SHEET: OF 9
4
PREPARED BY:
HINGE SCHEDULE
DOOR HEIGHT QUANTITY HINGE DETAIL AT JAMB:
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
3 ® 39BE.DANABEACHBLVU.,SM330
\\ DANIA BEACH,K 330N
Rl0" 4 FAH:I9s41399.04i0
i M:19541144.4)30
WFB:www.Builtlmgtlmps.cam
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kNTERIOR 8 \� J
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INTERIOR ti¢ W1-#9 X 2-1/2"PHILLIPS FN l3JFLATHEAD WOOD SCREW 2 Q
O2 Q z
3-49 X 3/4"PHILLIPS cZ N Z'
CL�- EXTERIOR \ 0 FLATHEAD WOOD SCREW Z 0
EXTERIO � N UE
4-#9 PHILLIPS FLATHEAD WOOD SCREW W lr
14 USE 3/4"LENGTH FOR 6'-8"DOORS O 0 _
USE 1"LENGTH FOR 8'-0"DOORS J 2
1 MEETING STILE 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 UTSWING SHOWN-INSWING SIMILAR ~
REMARKS BY DATE
%cd MP Lock&Radius Lt GL 6/19/1
i BE�REFR—C
OF BUBDIv6 DROPS.FINC.
ABIv AAE NDLFFA1tRii3EDAND
111lllilllll2j'
4-#8 X 13/8"PFH \\\�. �5 FO ej'
1-REINFORCEMENT PLATE \\ \
8 HOPPE#2512296 ,r ••�,G•••.9�'•' �Q
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/ '�j�'��•p}jD{I/.q�tR�Ap4y'yReEl p,
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FBFEC�N13q` .1A^trj�39S.
DATE: 02.05.14
3TRIKEPPFHATE (6-8U XS) PFH ®HOPPE MULTI—POINT LOCK K/bM SS/MSS
1-MULTI-PT LOCK STRIKE PLATE / 13-UNITS)
15-#8X13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS
DETAIL A5 (8-0 UNITS)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE DWG'#:A010864A
FASTENING SHEET: OF 9
5
PREPARED BY:
RBA
MAX.
BUILDING DROPS,INC.
11" S MAX. 398 E.UAMM BEACH BLVD..53E.338
"MAX.
1"MAX. UA
BEACH, 33DM
PN:1954)399-8478
3/4"AIRSPACE B541'.,A'.
INTERIOR EXTERIOR
3/4"AIRSPACE 3/4"AIRSPACE 3/4"AIRSPACE WFB:PA%:Iwww.buildindd,aps.mm
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR = ..
1/8"TEMPERED GLASS o
z m 1/8"TEMPERED GLASS z m 1/8"TEMPERED GLASS i m z m 1/8"TEMPERED GLASS
�N _ J
�+
DOW 995 SILICONE �+ SILICONEg f N DOW 99S SILICONE j V 0 T d
DOW 995 SILICONE W
m 0 BUTYL m BUTYL m g BUTYL O o m
cc
00
wLLtid
2
I—R LL Q m�aLL
O� w mg
18 18 19 20 Z Q
LD
REDI-SEAL REDI-SEAL z Q Z
DOW 995 SILICONE O Z
1 A" GLAZING DETAIL 2 8'4' GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL o g W
6 20 1/2"MAX.D.L.O.WIDTH 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS cc
HEIGHT ;
621/2"MAX.D.L.O.HEIGHT �� 781/2"MAX.D.L.O. HT 787/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-60 PSF 0 O
= We
b-
F
REMARKS BY DATE
dd MP Lock&Radius Lt GL /19/1
Du[FD ix lvxOIE DP PaBT
I-CIT WR—MMEITCF W—N5 DROPS,INC
A—DA5,ADDIDO-011IGIitxG.CBOMEA
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BEA,itl %AR'\
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL TJM SS mss
SCALE: NTS
DWG.u:A010864A
NOTE: SHEET: 0 F 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,STE.338
CAN.BEA[H,FL 33001
PH:195413998478
FAX:19S41744.4738
WEB:wvr✓.build'mgdeopx�om
C]CA
J �to
z m d
i p
I�
1X WOOD BUCK C U Q s x =
(OPTIONAL) a J ,�2 LL
MIN. O Q
EDGE DIST.
SEE TABLE SHEET z SILICONE CONCRETE ANCHOR Z N m x
m % % CONCRETE ANCHOR SEE TABLE ON SHEET 2 p Z_
ow F SEE TABLE ON SHEET 2 �O Z LU
Q. L Z.
,x0 CONCRETE/
MASONRY
F BY OTHERS % a V
r
d
1X WOOD BUCK 66
(OPTIONAL) 0.2
MAX. N ~
SHIM CONCRETE/ MIN. ~
o N % % p EDGE DIST. REMARKS BY DATE
CONCRETE/MASONRY BY OTHERS MASONRY SEE TABLE SHEET
CONCRETE ANCHOR BY OTHERS
SEE TABLE ON SHEET 2 MIN.EMBED. dd MP Lock&Radius Lt GL 6/19/1
EE TABLE SHEET 2
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL
8 UTSWING SHOWN-INSWING SIMILAR $ UTSWING SHOWN-INSWING SIMILAR $ INSWING o�0bR.IN`
IIT
ENDU RA ZAIL4565F
FI. A1EAaTPEx.0iT7EDEM0
CONCRETE ANCHOR
_ SEE TABLE ONSHEET 2 %%SIFIIr,,
CONCRETE ANCHOR
SEE TABLE ON SHEET 2 SILICONE ```���ts� O••��''�i
SILICONE 'i •\� Q
za = -0 TT F i � =
CONCRETE/ F w CONCRETE/
MASONRY „1 MASONRY %�O���H( pP`,:• <(/�
BY OTHERS BY OTHERS
I IV
MIN. MIN. BP CE.JCA gh571
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL r7 OPERABLE SILL
8 OUTSWING 8 HIGH BUMP OUTSWING
DATE: O2.OS.14
AFCO J-2297 AFCO H-497 DWG. Y: CHK. Y:
GL TJM SS MSS
SCALE: NTS
DWG.a:A010864A
SHEET: OF 9
7>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM O
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. o
PREPARED BY:
BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK Q
FINGER-JOINTED PINE 17
BUILDING DROPS,INC.
SOLID PINE 398 E.DANBEACH,H_33
K BEACH OIVD.,SiF.338
1 FRAME HEAD/JAMBS LAMINATED VENEER DANIr11A19541399-0479w
LUMBER O FA%:19541744.1730
.w ,.iidI gd,4rs.mm
COMPOSITE
2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 7� to o
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM J Cr
Cr s
3 (NOT USED)
4 ENDURA ZAIL4565F THRESHOLD Q c�m
w1
5 AFCO J-2297 THRESHOLD - a LL
6 (NOT USED) - ~O n g d LL
7 AFCO H-497 THRESHOLDEE
8 WEATHERSTRIP
URETHANE FOAM& Z 0
'OO O
POLYETHVIENE ¢ Z
® a Q
L F+
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE NJ Z W o
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD __ HANDLE 11,
oD 9 HEIGHT �°��''JJ EyyF w �•
11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD0°oO C) Z
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL U 0
O PC:,
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL uJ
s r O
14 BUTT HINGE(SEE SCHEDULE SHEET 5) U
15 KWIKSET LOCK SERIES 400 STEEL + REMARKS BY DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL I dd MP Lock&Radius Lt GL 6/19/1
HOPPE MULI-POINT HARDWARE HLS9000 m O o
17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL
18 ODL UPLITE KIT(NI) HP POLYPRO./PC ABS O _
19 FLUSH GLAZING LEG FIBERGLASS ° BUILD-1G.,1O10 ors pv7xc
x°70E OxSf�oVOF.
Dv;ADDi10x3,H
20 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ABS n.w OIC min>N.
1111111111/7j'7
F.
F__ LT
0.63"
4rr�F•
D BLVD,IT
EwA
O
FRAME SEE AMEo
HEAD/JAMBS ALUMINUMVE
JAeMBS O ENDUAASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD
L o
0.061, DATE: 02.05.14
DWG.
� DW
SS mss
4.56" I ,,.,..• - I SCALE: NTS
4.563" `4.62 —I DWG.#:AO10864A
1.78" SHEET: OF 9
9