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KIMFL# FL16468-1113 D E C ® 19
Application Type ion
Code Version 201 T. Lucie County, Permitting
Application Status Approved
Comments
Archived IRA
Product Manufacturer ]EM-WE
Address/Phone/Email rt Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbci@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbci@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
CLSubcategory Swinging Exterior Door Assemblies
0 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality,Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
M Validation Checklrst-Hardcopy Received
Certificate of Independence FL16468 R13 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16468 R13 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 04/29/2019
Date Approved 06/18/2019
Date Revised 10/15/2019
Summary of Products
FL# Model,Number or Name Description
16468.1 A Design Pro/Smooth Pro/Studio Single(X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Fiberglass Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010861A X, OPO SS 2019-04-22.p_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: FL16468 R13 AE PER4655.1 SS 2017-11-17.pd
Created by Independent Third Party: Yes
16468.2 B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Outswing ,
sof Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010862B X,GLZ SS 2019-04-22.122df
Approved for useaN
de HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistan Created by Independent Third Party: Yes
Design PressurEvaluation Reports
Other: FL16468 R13 AE PER4430.2 X GLZ SS 2019-04-22.pdf
Created by Independent Third Party:Yes
16468.3 C Design Pro/Smooth Pro/Studio Double(XX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Fiberglass Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010863A X, OPO SS 2019-04-22.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 R13 AE PER4656.1 SS 2017-11-17.pd
Created by Independent Third Party: Yes
16468.4 D 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 R13 II A010864A XX,GLZ SS 2019-04-22.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 R13 AE PER4432.2 XX GLZ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Opaque Door 9-0 x 6-
Fiberglass 8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010865A XOX,_QZ,OPO SS 2019-04-22.p_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: FL16468 R13 AE PER4657.2 OXO OPQ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/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 R13 II A010866B XOX, OX,GLZ SS 2019-04-22.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 R13 AE PER4434.2 OXO GLZ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
PREPARED BY:
-I MAX
O.A.WIDTH
77T 71!
. ..... ......... .......... .. ...I
.. .... M BUILDING DROPS,...... AX.
...... __�7 398 L� BMMRLv).,MX3
....... ....... ........ O.A.WIDTH
.........I.......I............ ..... " UA..3�
.......I....................... ...... . ..
....... --- 'r1 Or PH:IW)39�W
...w. ---I '-V 4-7 �MFMJM)MAM
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. ........ ...
r DROPS
INC.NC.
JEL - `H�L
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DESIGN PRO/SMOOTH PRO FULL LITE F, I
NON-IMPACT Lu
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to z
S2
z El
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ACTIVE
in <
z
ACTIVE iz_'-K 2E
ZZ
GENERAL NOTES: z
0
0 2
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 0 9 c' Pa
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: M z
wwo
• TAS 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE Lw
<
LL,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 d- 1 Ll . 1 1 7 8 9 1.D
INSTALLATION. 4 4 4 4 4 4 4 4^!�44
LLJ
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR TYIP.ELEVATION I TYP ELEVATION 2
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 37 1/2"MAX.
DOCUMENT. OA37
WIDTH REMARKS BY DATE
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent Ute Option GL 5/5/14
RESISTANCE. AddADA&Multi-Pt GL 5/19/14
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN !6 to
GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR
6'-8-DOORS AT DP+/-65 ONLY.
zNORq MWn0NS,00
5H'GHUGHTWG,QRHER
ARKlWST0MSWCMEHTAREHWPElM0
(9 e
. ............... .........
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP)OF 9.75 PSF.
L9
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT z-i
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OH HEIGHT IS
1.0 (9
OVERHANG SUCH TAT OVERHANG(OH)RATIO OK LENGTH 0 F=
. ..
ACTIVE OF
0..
r31 TYP.ELEVATION 3 .7. M
TABLE OF CONTENTS —1pry
SU5HEET6F0RGWlWDHS NOTE:
SHEET REVISION SHEET DESCRIPTION DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. Reason:I am approving this documen,
I B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.04.22 20:25:07-04'00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14
— NEG.POS. NEG. POS.3 OPTIONAL 2X BUCK ANCHORING DETAILS NOMINAL SIZE MISSILE DWG.BY:
— INSWING OUTSWING IMPACT SSM/Tj M I CHI.1
CONFIGURATION
4 B VERTICAL ASSEMBLIES WIDTH HEIGHT I RATING MSS
6 B HORIZONTAL ASSEMBLIES — SCALE: NTS
X T-O" 6--8- 65- 65 65* 6.5 NON-IMPACT
6 B GLAZING DETAILS DWG.#:AO10862B
7 B WOOD SUBSTRATES X(VENT) T-D" 6--8- 65* 65 65* 65 NON-IMPACT SHEET: O'j
8 8 CONCRETE SUBSTRATES X(RADIUS) T-O" 6--8- 65- 65 65- 65
— 9 B COMPONENTS&BILL OF MATERIALS X 3-4- . 8'-0' SO- 50 50-
-SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: - PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. •I:;�;1.;.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDINGDROPS,INC.
STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 1nR F.oaxu eEacx eswsrE ata
OFA NON-COMPRESSIBLE COMPOSITE OR BETTER. - _ Gaxu ecscN,staanG�
PM:1954}a598a)8
2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, vax:IzssJ)u�aa
FOAM,BRICK VENEER,AND SIDING.
3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. w a
O.A.WIDTHz F 0 T d
4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"TYR Q z
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. CZ C2 W
S. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - ti a z
CONCRETE/MASONRY CONSTRUCTION. v F= OO g N m
Y
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE I b O j
FOLLOWING PROPERTIES: ,L O 0 Fda
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. = Rt
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, `G
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COM PRESSIVE STRENGTH OF iN iD U) l7
2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI, •�+"= m m h 0
D.HOLLOW BLOCKCMU-UNITSTRENGTH CONFORMSTOASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. m aU4
Z�LL = e a a
8. SEE SHEETS 7 AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3?d z z w W
EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 5 3 0 a e W
O? n v s
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. REMARKS BY DATE -
Add Vent Ute Option GL 5/5/14
i Add ADA&Multi-Pt GL /19/1
ANCHOR TABLE -
A2 A2 nxo snuff xoreF xmnooucFG lnwnolF onvanr
6'8"DOORS 8'0"DOORS WmNIUTWRnTEN WNSFMOI BUnGMG GINS,W[.
anmm�xs,wrxurxrmn,nn amrn
1 TYP.ANCHOR LAYOUT uTrnannns,
ANCHOR TYPE SUBSTRATE wu ws o�us"G°osuWa�ax,Nm PFnmmFG
ANCHOR MIN. MIN.EDGE G•a•as•o Doan NOGNr " m
MAX.O.C. MAX.O.C.
SIZE EMBEDMENT DISTANCE Y�UII(tt Z'
SPACING AT SPACING
AT NOTE: .. ,X
JAM8SJAMBS
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
2X WOOD BUCK
WOOD SCREW #10 1-1/2" 3/4" 17-1/2" 17-1/4"
OR FRAMING
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4° „6
1-3/8°-CCNU. NOTE: '
N+:O.; w
ELCO ULTRACON 1/4° CONCRETE/CMU 1" 17-1/2" 17-1/4° INACTIVE AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE. •��y, H .rte
ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 1" 10° 143/8° encGva
82
2-p9%21/2"PFH
SCREWS
2-#9 X 2 t/2"PFH DETAIL D2 25 26 DATE: 02.05.14
TYP.HOPPE
PFH SCREWS MULTI-POINT SHOOT BOLI DWG.B CHK.BY:
PLATE LOCATION SSM JM MSS
(RH PLATE SHOWN)
DETAIL B2 O2 SCALE: NTS
MULTI-POINT�HOOTBOLT I.-BOTTONSHOOT DWG•#:AO10862B
BOLT PLATE
PLATE LOCATION HOPPE#2098911 SHEET: OF 9
SILL SECTION VIEW HEAD SECTION VIEW
INSWWGSHOWN OURWING9MWi INSWWGSMOWN OUISWING 9Mlax
S[E OETaLLOi SFE OFTa6ai
PREPARED BY:
BUILDING DROPS,INC.
308 E.DANA BEACH BLVD,SM 338
DANIA BEA61,FL 33001
PH:1969)39981]8
FAC(959)JM.dJ3B -
4 1/2"TYP. 4 1/2"TYP. Z VILD:vwm.b°il6ngdmENrcm
11/2"OFFSET
F�-
C)
m $
J om�, d
2E ua 5=�
`
L4 0 CO Ui ^g
02 N0
me
~ h Z J z
0 Z
Z
• p Q :-
q
Ja
IL
m
REMARKS BY DATE
Add Vent Lite Option GL 5/5/14
P.ANCHOR LAYOUT Add ADA&Multi-Pt GL /19/1
RN3NILL a BucN
In oayw
WS.cum r THE P =ODBwri
x wn.8_=MBP-
DxsDRDF ausourD DwPL INc
AlT VATIONL ADOITIDl6,XK.n lIGM9YG,DN OM Bl
ENTARE N.FTAAUI160 WD
NVYI1-IM FRFNK TMN.
1/4'MIN.EMBED TYP. . �;,j.4[III!)JJ'f A.
Z
N SEE TABLE = 2X BUCK ANCHORTABLE
UO ,OG. 6'B"DOORS B-0"DOORS i7A".�°... '.. �, �•
m Z_ ANCHOR MIN. MIN.EDGE MIN.CENTER :':d:;F "' •""' �
2 ANCHORTYPE SUBSTRATE DIST.TO TO CENTER
SIZE EMBEDMENT ...: ..:OF.....
Ci • SUBSTRATE DISTANCE MAX.O.C. MAX.MA ING A v..* •�
SPACING AT SPACING AT ��� • .' �/��
w o 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS .irl H6Lv:• ��
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2° 4° 25° 30-1/4° ''/ t• °� ,H
ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/8°-GONG. 1" 4° 25° 30.1/4°
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1.1/a•-cMu
3 cBOsss ON $ vOelnLw
DATE: 02.05.14
NOTES: DWIG�.AB: 1L� CH KI..BY:
c
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SSM JM MSS
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3• DWG-A:A010862B
SHEET: O OF9
3
PREPARED BY:
BUILDING DROPS,INC.
— DANK BEACH BLVD.SIE.3m
MfAeEACH,—�
F-
INTERIOR F21EMR EXTERIOR • INTERIOR
4 �o
OINTERIOR WERIOR LLO
'o "M
oq Lu
LU
O Ln
ul
Z
< -.
OPERABLE HEAD OPERABLE SILL OPERABLE SILL
OUTSWINGSHOWN-INSVANGSIMILAR INSWING 4OUTSWING
Wo >LLI
wy
pJ ......
11 F AP
REMARKS BY DATE
EXTERIOR INTERIOR Add Vent Lite Option GL 5/5/14
INTERIOR IF EXTERIOR 7 INTERIOR EXTERIOR
Add ADA&Multi-Pt GL 5/19/14
10 6
6
t—ATEMR—F—
. .............. ...
. ..........
OPERABLE ADA SILL OPERABLE SILL r7 OPERABLE SILL
. .........
\�4 INSWING/OUTSWING INSWING
OPTIONAOUTSWINGL AFCO H-497
a
7
11 +yrs F 1. U
EXTERIOR 9 INTERIOR
INTERIOR FMENOR
DATE: 02.05.14
DWG.B
/)� I CHK.BY:
SSMim mss
SCALE: NTS
OPERABLE SILL OPERABLE SILL D—.#:A010862B
OUTSWING 1\4 OUTSWING SHEET: OF9
4
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL AT IAMB:
DOOR HEIGHT QUANTITY
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
�
3BUILDING DROPS,INC.
3-D-DUCH BLVD.STG
B'-Dn 4 DMKGWH,FL3MB
PH:L95113998t)B
fNL L9u1)t1.n3e
W FA:wx�.buildingdngxrmn
1 \
1 19
vi o A
m oJmm
INTERIOR INFERIOR CLU w LL e
4 L33 Q n¢s X
1-#9 X 2.1/2"PHILLIPS O U] W m x a LL
FLATHEAD WOOD SCREW
\' \' 3.#9X3/4"PHILLIPS
FLATHEAD WOOD SCREWS d Z N o
EXTERIOR EXTERI\ 2t O g �
4-#9 PHILLIPS FLATHEAD WOOD SCREWS O N U '
17 USE 3/4"LENGTH FOR 6'-B"DOORS O O
USE 1"LENGTH FOR 8'-0"DOORS
1 LOCK JAMB r3 HINGE JAMB = az
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR t
REMARKS BY DATE
Add Vent Lite Option GL 5/5/14
Add ADA&Multi-Pt GL /19/1
9-#9 X 13/4"PFH 3-#8X2"PFH 13-#8X13/8"PFH(6'-8"UNITS)
8-#9X21/2"PFH W/HARDWARE W/STRIKE HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) -
W/STRIKE HARDWARE (6'-8"&8'-D"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE pNn SHPII NOT BE 8FP0.DBLCFO DI\YNDlE 011PNrt
4-MPLSTRIKE PLATES 4-#8 X 13/8"PFH wmnimvxmfnmvsrnrncwmninnnmx,ixc
1-REINFORCEMENT PLATE—� �uusrouiinsoocuini�uan nmPmwErtco um
20 21 HOPPE#2512296
.. Y�tII1tIJJJJJ�fi ...
EXTERIOR EXTERIOR
]�F
INTERIOR o FNU.ORr :
.:.
F
11 11
ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.B: CHK.BY:
SSM TJM MSS
SCALE: NTS
DWG.#:A010862B
SHEET: OF9
5
PREPARED BY
BUILDING DROPS,INC.
398 E.DAN.BEACH BLVD.,M 338
1"MAX DAN.BEacH,fL M.
1"MAX. 1°MAX. 1"MAX. PH:199L1399 arm
I—II {I.� {�1 fA1L'(951)lNA)30
3/4°AIRSPACE I 1 WEB:xv.-w.hailEingJropr.mm
3/4-AIRSPACE II 314-AIRSPACE Il /I'llX�3/4-AIRSPACE
INTERIOR I EXTERIOR
INTERIOR I EXTERIOR INTERIOR I I EXTERIOR INTERIOR EXTERIOR ti
1/8"TEMPERED GLASS Zi cn
z m 1/8"TEMPERED GLASS z�+ 1/8"TEMPERED GLASS ?m _ 1/8"TEMPEREDGLASS
q DOW995SIUCONE SILICONE N f DOW 995 SILICONE LOi LLLI 0°m
5 d
DOW 995 SILICONE O � a m
m� BUTYL BUTYL m 5 BUTYL �
m x a
a
�-
ZE gs��a w Q
ai
o� Ln W My`LL
22 22 23 13 'Inp
REDI-SEAL REDI-SEAL DOW 995 SILICONE a Z z Z 0
1 6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL ° �
6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX,D.L.O.WIDTH 6 23 7/8"MAX,D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS w
621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-65 PSF O O= .a
F
REMARKS BY DATE
3/4"MAX. Add Vent Ute Option GL 5/5/14
z F 1/2"AIRSPACE Add ADA&Multi-Pt GL /19/1
fm
e S. EXTERIOR INTERIOR 1°
4' '
OR
c 1/8"TEMPERED GLASS DDwmLxassHE Pa acro BwlDixGDaD
WAND— Z.
nL xevxOUDLwwwnLx.eox-1 Nc
BUTYL SEALAEMPERED GLASS WnwurwamExwNSDnDE.—INGD�DPs,-
NIMDmAaD,wsroswswcum exmaeamcrt9uroEMPERED GlA55 23 i�"OVERALLt1111H EALANT 19%"D.L.O.LL4� l�� .� �•F. j
•N' O•.
�:.
7:
SILICONE �� D011995 � �. •••••••�• •••••: '
STRUCTURAL
REDI-SEAL SEALANT Ci -� A OF �...r
5 GLAZING DETAIL 6 GLAZING DETAIL OPTION :o P `~
0 H O 'yam
6
H
FOR HALF LITE VENT LITES 6 201 2"MAX D.L.O.WIDTH �
IN 6'8"UNITS ONLY 62 5/8"MAX D.L.O.HEIGHT T p
3-0X6.8ONLY
En
O M
o DATE: 02.05.14
DWG.
SSM TJ8: M CHK.BY:
MSS
SCALE: NTS
5 DWG.4:A010862B
NOTE: 6 SHEET: OF 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHiIRON AND RADIUS(SHAPED)UTES ARE APPROVED 24 ODL VENT LITE ASSEMBLY
IN ALL GLAZING DETAILS SHOWN ABOVE
PREPARED BY:
2X WOOD BUCK
�s
BUILDING DROPS,INC.
N 1411 F.DAN14 DFACH alVO.,BTE;3R
MIN. WOOD ANCHOR
EDGEDIST. DPNIA BFACN,0.'B—
�° SEE TABLE ON SHEET PN:(96913998()8
W FAz:(966pm.Pna
SEE TABLE SHEET2 w %% WEB:x,w.,.emlal,�e.4a+mm
SILICONE
Nei %
oW �$
w J 2X WOOD BUCK i E> Q m wo N
z_DO % °Nd
S:W % OIC Z a�m�
0.25" C`j
MAX. O N
TQ g �aix
c 2e vi SHIM =2X WOOD BUCK O J m Y n LL
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REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK Add Vent Lite Option GL 5/5/14
Add ADA&Multi-Pt GL /19/1
2X WOOD BUCK
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DATE: 02,05,14
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DWG.#:A010862B
SHEET: OF 9
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
N
ODD BUCK BUILDING DROPS,INC.
MIN. F. (OPTIONAL) 398 E.DonaIA BFAa BLVD-SlE33B
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Add Vent Ute Option GL 5/5/14
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g OPERABLE SILL 9 OPERABLE SILL /� OPERABLE SILL SSM JM M5S
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SHEET: OF 9
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW - ^
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EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY:
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FINGER JOINTED PINE
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13 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PCABS HEIGHT d z
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15 #30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° 0 0 4 0 I U
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° REMARKS BY DATE
Add Vent Lite Option GL 5/5/14
17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL -- Add AOA&Multi-PL GL 51191lz
18 LOCK SERIES 4DO STEEL --9
19 DEADBOLT SERIES 780 STEEL m -
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23 FLUSH GLAZING LEG - FIBERGLASS ®
24 ODL LIPLITE KIT(VENTUTES) HP POLYPROPYLENE 4, S•t.
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25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL QAC ^o �' > •x '•,I_.
26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RK#8783923 STEEL '79" --1 1.65"l--- OF
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DWG.B: CHK.BY:
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SCALE: NTS
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