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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
�—
]n^°t ,' FL# FL16708-118
Application Type Revision
-� Code Version 2017
Application Status Approved
Comments
(;
ArchivedEl
Product Manufacturer JELD-WEN
s Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
y
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
F-
�
> iE Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
F y 6
(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
1 .
❑ 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 12/31/2018
Validated By Locke Bowden
I 0 Validation Checklist- Hardcopy Received
f
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
( TAS 202 1994
TAS 203 1994
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Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.{Ldf
Sections from the Code
p
£,- Product Approval Method Method 1 Option D
Date Submitted 10/02/2017
Date Validated 12/12/2017
Date Pending FBC Approval 12/18/2017
Date Approved 02/13/2018
—_-__
= ,,, summa ry': of Products
FL# Model, Number or Name Description
I
' . 16708.1 i A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010871A X OPQ SS 2017-02-09.odf
.; Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4663.1 SS 2017-11-17.odf
( Created by Independent Third Party: Yes
!! 16708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010872_A X S 016-08- 6.pdf
'� ry Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
71.
Impact Resistant:Yes Created by Independent Third Party: Yes j
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
orf 16708.3 C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 I
Fiberglass Inswing and Outswing i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX.OPO SS 2017-02-09.pdf i
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
s Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.pd ;
Created by Independent Third Party: Yes
m 16708.4 D Design Pro/Smooth Pro Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
a Limits of Use Installation Instructions
T.
Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX. GLZ SS 2016-08-26.odf }
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
n y p Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4440.1 SS 2017-11-17.12df
Created by Independent Third Party: Yes
1
16708.5 1 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions 1
Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO OX OPO SS 2017-02-09.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4665 1 SS 2017-11-17 odf
Created by Independent Third Party: Yes
littp:/hvww.flo6dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TudWOg6cFUIGK9KQIiKmiQLpP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
Floriaa Building Code Online
16708.6 rDe gn Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door
9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
'a
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO OX GLZ SS 2016-08-26.[Ldf
F Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
'. Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
C, Other: FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf I
Created by Independent Third Party: Yes
w 16708.7 ;G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque j
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
*q Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010877A OXXO, OXX OPQSS 2017-02-
:n Approved for use outside HVHZ:Yes 09,12df
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
-
Design Pressure: N/A Created by Independent Third Party: Yes j
"r Other: Evaluation Reports
FL16708 R8 AE PER4666.1 SS 2017-11-17.[Ldf I
Created by Independent Third Party: Yes
16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
I Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II AQ10878A OXXO.OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.pddf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf
Created by"Independent Third Party: Yes
f
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone,850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
vim Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
" 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
a iv -I address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here_
Product Approval Accepts:
c frg r
Credit Card
r Safe
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http:/hvww.flotidabuilding.org/pr/pr_app_dtl.aspx?parain�vGEVXQwtDqu8obl%2flZin6TudWOg6cFUIGK9KQhKmiQLPP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
"A '' Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls,OR. 97601
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the current
edition of the Florida Building Code.
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 the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, 1%11111�>>�����
o. 7
Uj
'� F •'•••......• .• Nom' �.
� `S ``�� Digitally signed by Hermes F.Norero,P.E.
'///S/ONS i Lti� �� Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
BUILDING DROPS 398 E.Dania Beach. Blvd
Suite 338
a w` A Perfect Solution in Every Drop! Dania Beach, Fl-33004
`5? 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 5th 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,
0t1j l IIIrr�i���i
*0
SES F O
7 _
�0 : �O QP• ���
`S/ONAL'c�G� Digitally signed by Hermes F.Norero,P.E.
ti%%%%N Reason:I am approving this document
Date:2017.08.31 09:51:27-04'00'
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
743/4"MAX.O.A.WIDTH— 1121/8"MAX.O.A.WIDTI PREPARED BY:
JELD-WEN
373/8" Q`FRAME / / -
T rP ® BUILDING DROPS,INC.
WINDOWS & D O O R S I ssn 1.DANunrncN nlw.srz.sw
111FIXED
DANIA BF 111 33BOr
A.III:t(9sAj B�Ba2B
A%:tBSNIPaAA)38
zo
S2 0
DESIGN PRO/SMOOTH PRO/STUDIO mN= w FIXEDe o 0 0
IMPACT APPROVED FIX D s ° a — 0
�� 0 6 0o Z6 �
3 Z • ACTIVE B 00 N z Q • ACTIVE =a \ 0 0 o H o
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) a z W 3 d d o o N z g m
i Z / z w� wLLaQ
pzs� o / ma O—� / FRAME 0.p ❑ Q sx�=
'rAj I LI I
�cc Ill w ma
GENERAL NOTES: m Y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA s s s s s s s s s O y Q O
BUILDING CODE(FOC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TYP.ELEVATION 1 n TYP.ELEVATION 3 a w z z.
• TAS 201-94 om, .°.�,°o' 00e a;: � _j
rQ W D
• TAS 202-94
• TAS 203-94W Q �
112 1/8"MAX.OA WIDTH - s Q u =)2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 373/8" n, en
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE H
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF FRAME—
NP E I ® I"! KINSTALLATION.3. THEINSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORs f-A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED J. L.X[D J, �_ REMARKS BV DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ;n fD aDOCUMENT. .., , _ ¢ Add ADA sill,M.P.Lock,RadiwL GL 6/23/1Om FIXED O 0
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT z o
RESISTANCE. z t;LL • • ACTIVE O 3 z Q e • ACTIVE z W
B � I n_ S d
S. GLASS MEETS THE REQUIREMENTS OFASTM E1300 GLASS CHARTS.SEE SHEL73FOR GLAZING DETAILS. 3 Z Or3� ° zw AZO 373/8" "NNDiNNurimTBe ser•ooucEnwvmouwPAST
In • =a O_ / VAiNOUT WBOIFN CONfFN}DF BNMWGABOPS.INL
6. FIXED FULL LITE APPROVAL[OVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BUNDS O z s� c / m FRAME nlxxnno Aoortlora.wOncNnxc,os oTNEN
FIXE[y \ \TYP. AUNnNG3 TO TNno sAINTAAE NOT PEAIAmEDAAD
BETWEEN GLASS,DECO,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. '
7. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
`�.�SES F. O
DOORS ARE QUALIFIED.
� Z r ••:�O r
S. NOTE:OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PSF. s/'� TYP.ELEVATION 2 TYP.ELEVATION 4 s
WNu I uONwms •°o,�icNls•NBs * 7 _ 1
FIXED SIDELTfE MEETS WATER INFILTRATION AT WTP OF 7.5 PSR.REMAINING SILLS NOT RATED FOR WATER •�••s.wNN.:ro wA....w.o.n.T•T •°•,,woN•Nr'n+wA"••su•w•aNFNr
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG NOTES:
(OH)RATIO=OHLENGTH+OH HEIGHTIS21.0 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT ip0••'•, C T OP;•`•����
HAND OR RIGHT HAND OPERATING DOORS.
2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN �i,�SyxqSnf �T"ANG S��
TABLE OF CONTENTS ABOVE AS LONG AS D.A.DIMENSIONS ARE NOT SURPASSED. s"C.D.DqTO soli s��e
SHEET REVISION SHEET DESCRIPTION MAX.OVERALL DESIGN PRESSURE(PSF) FBPECERT.OFAUNWROAN0NN0.2 3
1 A TYPICAL ELEVATIONS.DESIGN PRESSURES,AND GENERAL NOTES NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE ligitally signed by Hermes F.Norero,P.E.
CONFIGURATION IMPACT eason:I am approving this document
2 A TYPICAL ANCHOR LAYOUTS AND NOTES WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING RATING ate:2017.02.09 15:25:15.05130'
3 A QUALIFIED CONFIGURATIONS&GLAZING DETAIL POS. NEG. POS. NEG. POS. NEG. POS. NEG. DATE: 02.05.14
4 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUAUFIED SKIN PATTERNS CIAO 9'-0" 6'-8" 65' 65 65• 65 50' 50 50' S0 LMI&SMI DWG. Y: CHK, Y:
5 A VERTICAL ASSEMBLIES O,X, DIUS - 65• 65 50' S0 50' S0 GL JM SS/MSS
6 A HORIZONTAL ASSEMBLIES JC.O 9'-0" 8'-0" SO' 50 SO- 50 50' 50 50' 50 LMI&SMI SCALE: NTS
7 A WOODSUBSTRATES 65• 65 65• 65 50• 50 50• so DWG•u:A010875A
8 A CONCRETE SUBSTRATES X,O RADIUS 6'.0" 6'-8" 65' 65 65' 65 50• 50 50• 50 UMI&SMI SHEET: OF9
9 A COMPONENTS&BILL OF MATERIALS X,O 6'-0" 8'-0" 50• 50 50• 50 50• 1 50 50' 50 LMI&SMI
•SEE GENERAL NOTE 8,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
PREPARED BY:
INSTALLATION NOTES: SEE TARLE 112 1/8"MAX.O.A.WIDTH
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. FOR QTY. d
3"TYP.� 1 LII TYP. 3'I TYP.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE ave L.DANIA(MACH OWD,SEE.3M
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. O ® / DAHu Dual,ruww
PH:(I)SQ-9478
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO I I sn RavIss4I744.a7aR
WED'wval.buildlgEropitvm
STUCCO,FOAM,BRICK VENEER,AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL t=_7 w j2J O F
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDACS
NCE WITH ANCHOR "•-'= 1 O O
MANUFACTURER'S INSTALLATION INSTRUCTIONS. m r F Z m
'rU m� O 9 O
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR LD x = O p Z a h m m
JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 2�z t z • z > a "' LL e
SHELL OF BLOCK. F 3? a a a 0 Ln 5?. .
a=�
ti
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK o N O CL n g u
CONCRETE/MASONRY CONSTRUCTION. , >, U 0 x
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FIXED ACTIVE FIXED
FOLLOWING PROPERTIES: O z"
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ` _
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. A2 A2 3Type. f V W'
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �.� z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 7 y"TYPICAL ANCHOR LAYOUT p Q r
PSL
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH V OF 2000 2000 PSI. FOR QTY 74 3/4"MAX.O.A.WIDTH--
ell
6 Y"
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 3"TYP.— 1 L NP' 3"TYP. F
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. C2 C2
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM I o: Add ADAsiII,M.P.Lock,RadiusGL 6/13/1
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ® r
ANCHOR TABLEt.io L=7
'' � 1lD7 eFFREPRD PR=ED as PART
6'8"DOORS 8'0"DOORS A..1Ll
a.N w Q Q VARNDOVIAAMIN 11-7 or RlRL-C DRDvs.INc.
w AIPFRA7px;ADDrIDN;NIGMIGNtING.DUD
d. PMRpuCS tolN15 DDEVMFHIAPE WTPFRM.DIED DA ANO
ANCHOR MIN. MIN.EDGE 9O pOF z t"J Ey ixv ID
ANCHOR TYPE SUBSTRATE MAX-O,C. MAX.O.C. z x x \\
SIZE EMBEDMENT DISTANCE ANCHORSAT ANCHORS AT 3—Q u u \\
SPACING AT SPACING AT r 3 z • z O ''tt,,ES F• �i
JAMBS HEAD/SILL IAMBS HEAD/SILL > O Q
CLUSTERS CLUSTERS o?'� W w ��(V� .•�.p �i
2X WOOD BUCK / N Z \ -O
WOODSCREW #30 OR FRAMING 1-1/2" 3/4' 17-1/2' 4 17-1/4" 4 * : 7
" - 17-1/2° 4 7- ACTIVE FIXED •O•. T T `
p •, C p,•: to`C
1/4" 3"
1-3/8"-CONC. A2 A2 TYR
ELCO ULTRACON CONCRETE/CMU 1-1/4'-CMU 1• 17-1/2" 4 17.1/4" 4 3"TYP. '��ij�s+••••"•a�NG?�,
TYP.ANCHOR LAYOUT yy� fv'Dv7r \
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' 1° it-S/8° 8 14-3/8' 6 E.roirc4mii'wn 4se'odgw5[ rl �\
iRPE[ERT.Or ADTNORIEp}ID4 No.39GR
NOTES:
B2 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT
2-#9 X 21/2"PFH HAND OR RIGHT HAND OPERATING DOORS.
- - SCREWS 2. SIDEUTF.MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
DETAIL D2 ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. DATE: 02.05.14
TYP,HOPPE 25 26Fc-
MULTI-POINT SHOOT BOLT
PLATE LOCATION GL/ I.JM I SSAIIIiSS
DETAIL 82 (RH PLATE SHOWN) SCALE: NTS
TYP,HOPPED2 DWG.#:AO10875A
MULTI-POINT SHOOT BOLT I-BOTTOM SHOOT
PLATE LOCATION BOLT PLATE SHEET: OF9
HOPPE 02098911
2-#9X21/2'PFH IA-,, SILLSECTIONVIEW HEAD SECTION VIEW
PM SCREWS C'T T INSWING SMDVJN DUrSWING w1wz INSWINGSNOWN O11E5WpGN616AR
5/ SE[DEEAIEBI Sff DETtNDi
PREPARED BY:
13
BUILDING DROPS,INC.
393 E.DANIA BEACH 0LV0.5TE.3M
DANIA BEAC14 iC 330 DA
IH;19B61399 BA)8
I950,h.Ed...
W E0wvw.W iidngdr"Rr.Sem
luu B EB B
/ / ul
/ h z ER'-end
Qa O wa�-
CL F �_
0'x ELEVATIONT O,X,O ELEVATION X31 X,O ELEVATION X41 X,O ELEVATION
3 WIIN]'0•]NFLTfO WRH 1']'S10NTF3 WRH I'0'SIOELEIE WIM 13'SIOEI"F Q 4 W m g n u
zQ
y Q Z Z
o a
0 "
® ® y U g �:
o L9 W,��
/ 41 l.L DZ{ F`Io
NOTES: �]
1. ALL DOORS SHOWN IN CONFIGURATIONS ONTHIS SHEET MAY BE LEFT
HAND OR RIGHT HAND OPERATING DOORS. e e WW
2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A.DIMENSIONS ARE NOTSURPASSED. • • �'
REMARKS BV DATE
/ L Add ADAsiII,M.P.Lock.Radiusl GL 6/23/1
X,O ELEVATION X,O ELEVATION
W IM 13'310EIf1E
SNALL NOTBEREI'R KEDINWHOLEORIART
W TNOBT WRmEN-ENTDEBIAIUING DROPS.wG
.1HAATOM.AODDIO..NGMiGNDNG,OROTNFP
nNRAINDSTO)N6000DNfxi AEE NDTIFRMiTRDAND
1"MAX. 1"MAX. 1"MAX. 1"MAX. ���Q-�,.•° (C� //i
1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE ,rte�'\•, %t�0-r-
7 7 -..':.
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR
F 1/8"ANNEALED GLASS 1/8'ANNEALED GLASS 1/8-ANNEALED GLASS
'-1/8"ANNEALED GLASS
m 0.090'SOLUTIA PVB INTER YER Z m 0.090°SOLUTIA PV8 INTERLAYER m 0.090'SOLUTIA PVB INTERLAYER F. 0.090"SGP INTERLAYER "�Q�'•,•
m g 1/8'TEMPERED GLASS 1/8"TEMPERED GLASS m 1/8'TEMPERED GLASS Z m BY DUPONT / �\ ,,,.•' �_
Do
1/8"TEMPERED GLASS /i S G
DOW 1199 SILICONE i� kISq�LE DpEAD�N ��
DOW 995 SILICONE m DOW 995 SILICONE Ise EOA"FiRBEtBM�l A� `
DOW 995 SILICONEDAN
DOW 995 SILICONE iBGE CEAT.OE ANNORWxON NO.)95)B
20 20 21 23REDLSEAAL
^f
DOW 11995115 CONE REDI-SEAL DOW 995 SILICONE DATE: 02.05.14
6'-8"GLAZING DETAIL r8-\8'-0"GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL DWG. Y: CHK. Y:MSS
8 zD1mRA«D.D.vnDTH 1 )D/1•MAM.D.D.WN TN 3 ]3)/rMAv.D.D.wmx 3 FMWAL.SDI�DW.—RDD�TD15 GL TJM SS
11/]'MAEA1.D.xDwIT `/ )E1/1'MALD.LCAHEIGHT )B)/B'NIAX.D.LMHEI6HT INUIl'DNRSATDP9/-65MGNW NTS
SCALE: �L
NOTE:EE DWG•#:AO100/p-7 5A
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF 9
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RAOUIS ARE APPROVED ON ALL GLAZING DETAILS
SHOWN ABOVE. 3
PREPARED BY:
41/2"TYP. 41/2"TYP. BUILDING DROPS,INC.
]98 E.OANU OEACH 8L'A.,]TE ll8
r DANVA BEACH.it 33061
11/2°OFFSETTYP. 11/2"OFFSETTYP. PH:198d139981)8
m
W EB'ww.bu3dvgd,oDECam
cn
I I "m
w �O a�m
I I a SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" a O V - x =
F
2 LL"
I o¢ Xp Mgn
I I oa Qcc Z
1 I Z 0 0 Z.
I I a U
I I o o a
m
ti
ANCHOR LAYOUT I F
P1FouunFeua xwNaRE/uasoFlNr SL220,LEFT SL220,RIGHT SL300,LEFT 51300,RIGHT SL600
REMARKS BY DATE
QUALIFIED SKIN PATI"ERNS Add ADA sill,M.P.Luk,Radius Li GL 6/23/1
_ Add Quallfied Skin Patterns LS 2/21/1
.250i:.D10
4 1/2"TYP. 4 1/2"TYP. .092+00510 .030*.010 H
11/2"OFFSET TYP. I WIFH—MMENCONl NOTOEB WINGED OP],ING
AITFNCI oNn PODI VOM,HONJG8TW0,Oe O R
5 TYP.GROOVE DIMENSIONS " u6NOCOMFNT LR NDOMµeMV EDAND
o2X4: 7
BUCKANCHORTABLE 6'8"DOORS B'0"DOORS -QMIN.EDGE MIN.CENTER pANCHORTYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER +SIZE EMBEDMENTMAX.O.C. MAX.D.C.
y SUBSTRATE DISTANCE
SPAO .,,,,NGAT SPACINGAT i� S�
i JAMBS JAMBSTSM
ye%�
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4° 25" 30-1/4" FBNCCERT� A MIN S3OOND9�EASIB
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CONC. 1' 4° 25"
1-1/4°-CMU
I
I 11/4"MIN.EMBED TYP. z NOTES:
g DATE: 02.05.14
SEE TABLE 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL DWG. Y: CHK. Y:
0 5 THRESHOLD SHALL BE FASTENED IN
m I P OC I ~ SHOWN EWIITZANCHOR
LOCATIONS GL,TJM SS�MCiLSS
Z Z SCALE: NTS
2 TY P.ANCHOR LAYOUT 2. ANCHORS MAY BE STAGGERED AS SHOWN DWG.n:A010875A
PnoFlulx euaw coNUErz/wasoxn•E i7 v~i IN DETAIL 4/4, SHEET: OF 9
w 2X WOOD BUCK INSTALL.
L 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL 4
TGOti SERION LOENEW
PREPARED DY:
//n,4\\
1 118 2.1/2"PFH BUILDING DROPS,INC.
6"1,11)'M CORNERS, ase E.—A B—H—,W.lin
ONAMIDSPAN DANIAOEACH,FL 3300+
Ml:l9541199
wFkFAIVWie A
3 neernpr..em
o
0
B INTERIOR EXTERIOR 1 INTERIOR EMFdOR EXTERIOR �. INTERIOR J $M N
m o N c
4 1 p0 En aim
ap J gxia
xoc m as
pQ ua mY
N
oa Q
OPERABLE HEAD SIDELITE HEAD OPERABLE SILL a
Z.
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR 5 INSWING P W�
ENDURA ZAIL4565F W W -
W�
ti
r
ti
N8 X 2-1/2"PFH 7 REMARKS BY DATE
8 INTERIOR
6"FROM CORNERS, Add ADA snl,Mr.Lack,Radw1E Ot R3h
ONE AT MIDSPAN
5 / IXTERIORa 1 INTERIOR EXTERIOR INTERIOR EXTERIOR
3 /' _ rwe.Ds�wiraor oe eevnaoEao:N vmaFox rAxr
\\�\\\ J1'LrL.3. r-p0 WHNOUT WBIiiCN CON3ENTOF BU6DiNG DBOVf.NC.
19 uTLcnsUNSNnooiNoxF wcmm�oyD?nFo�HD
4 OPERABLE SILL
SIDELITE SILL OPERABLE SILL
5 OUTSWING 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING
AFCO J-2297 OPTIONAL AFCO H-497
TT � �
1 0
FBBE unr".-or�AurxonixAnox no.m�n
INTERIOR EXTERIOR
DATE: 02.05.14
GL/TJM SS MSS
OPERABLE ADA SILL SCALE: NTS
5 INSWING/OUTSWING DWG.a:A010875A
ENDURA HCISOOD SHEET: OF 9
5
HINGE DETAIL JAMB: PREPARED BY:
NOTE: PLACE K 2-1/2/2'PTH SCREW
HINGE AND LOCK ARE INTERCHANGEABLE NEXT TOO WEATHERSTRIP ,I!L
AT THE MULLION.
BUILDING DROPS,INC.
j j 1 15 16 %i j 1 1 \\\ \ 398 E.DANIA BEAM 0=,57.338
%>< DANIA BEACH,EE33004
X. g INTERIOR 1954139941478
INTERIOR \\ FAX:1—)744.47M
INTERIOR If 8 X 2-1/2"PFH /% \\ wE9:v,w,.wlaa44.vn.mm
6"FROM CORNERS,
171/4 O.C.TYP.. % -
\ '\ 1-119 X 2.1/2"PHILLIPS \ ..
FLATHEAD WOOD SCREW 4
n o�
\' \ 3-#9X3/4"PHILLIPS
3 \ O FLATHEAD WOOD SCREWS C W cc
EXTERIOR EXTERIOR W LL-•v
EXTERIOR 4-#9 PHILLIPS FLATHEAD WOOD SCREWS HINGE SCHEDULE =O W
24 USE 3/4"LENGTH FOR 6'-8"DOORS DOOR HEIGHT QUANTITY I.-10,4 Ln m i
USE 1"LENGTH FOR 8'-0"DOORS p
LOCK JAMB FIXED JAMBJ) HINGE JAMB 4 o a yrJ
6 OUTSWING SHOWN INSWING SIMILAR 6 OUTSWING SHOWN INSWING SIMILAR 6 OUTSWING SHOWN INSWING SIMILAR cr ZO ca:
tr
p 0 F
_ o
= APPLY DAP ALEX PLUS SILIC E 11 APPLY DAPALE%PLUS SIU—NE 10 APPLY DAP ALEX PLUS SILICONE
OR EQUIV.ADHESIVE SEALA OR EQUIV.ADHESIVE SEALANT ;, OR EQUIV.ADHESIVE SEALANT
BETWEEN IAMBS BEFORE '" BETWEEN IAMBS BEFORE BETWEEN JAMBS BEFORE w
MULLINGIT MULLING �--' MULLING
1$8%2"PFH SCREW 08X3"PFH SCREW J_ 08X3•PFH SCREW
AT EACH MULLION. AT EACH MULLION. AT EACH MULLION. REMARKS BV DATE
6'-FROM CORNERS, \\ 6"FROM CDRNERS, \. 6"FROM CORNERS, Add ADASIII,M.P.Lock,RddIwL GL 6/23/1
N
141/2"O.C. P- \ /% 14 1/2"D.C.TYP. ��. 14 1/2"O.C.TYP.
JAMB MATERIAL:
� IAMB MATERIAL: \ �/ JAMB MATERIAL: \
�,
FINGERJOINT WDDD % FINGER IOWOOD, FINGER JOINT WOOD,
- % SOLID WOOD,LVL,
• OR SOLID WOOD \ SOLID WOOD,
OR LVL xu x PRO
\. \ .\ OR COMPOSITE .xosxwt xDl BE uvaDDuctmwnot
Nt oxv+R3
. 710.b•ADDHIDNIIG�Mfi3OR M0.
—NU.awN45101Mi5 DOCU Nf—AFNOI YtRMII1tOAN0
11If DJS"—llll 1.50'y� IwA m Sou
2.2s" 3 OD'
-F-.'.
BACK-TO-BACK JAMB 5 BACK-TO-BACK JAMB r6-\BACK-TO-BACK JAMB ;s•: Jy;;�0
6 NO MULLION REINFORCEMENT 6 1X MULLION REINFORCEMENT 6 2X MULLION REINFORCEMENT * ' 7y--
18 NOTE: L '•
8-09X21/2"PFH 17 ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE i O 9 C7K4VP;'
W/STRIKE HARDWARE TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER. 'i�<C '•••••••••
4-MPL STRIKE PLATES 3-08X2"PFH // S�p� ��(
EXTERIOR W/STRIKE HARDWARE 4-q8X 13/8"PFH /c�yygga,'9kd �tnrY ���
1-MPLSTRIKE PLATE EXTERIOR 1-REINFORCEMENT PLATE ss9 o�RNlta1t3�3e
HOPPE#2512296 EBiE CERr.a�Au3xown3nou No.z9s>B
r4tmrs
INTERIOR o INTERIOR o DATE: 02.05.14
DWG. Y: CHK. Y:
GL JM SS/MSS
9-#9 X 3/4"PFH 13-q8 X 13/8"PFH(6'-8'UNITS)8 W/HARDWARE B 1S-q I X 13/8"PFH(8'-0"UNITS) SCALE: NTS
(6'•S"&g'-0"UNITS) COMESW/HARDWAREOwG.a:A010875A
XROCKWELL MULTI-POINT LOCK �HOPPE MULTI-POINT LOCKPE MULTI-POINT LOCK SHEET: OF9
OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR
TOP REINFORCEMENT 6
PREPARED BY:
2X WOOD BUCK Q
F N WOOD ANCHOR
MIN. SEE TABLE ON SHEET BUILDING DROPS,INC.
20� �� SILICONE 398 E.DANI.Ae NREVD.,SIE.339
EDGE DIST. % WOOD ANCHOR
DANIA BEACH,FL 3300A
SEE TABLE SH.2 �o� � SEE TABLE ON SHEET 2 vx:l9saD9Aeao!
' �% - wN urta�nwwI9t.rwrse,oA.mm
AD
2X WOOD BUCK i F
O us
a �wusQQ
mo<ry
2X WOOD BUCK ,dn
0.25° MIN. C D W w a v
MAX. EDGE DIST. EL F g
WOOD ANCHOR SHIM SEE TABLE SHEET iz-� Q 1gg's✓
SEE TABLE ON SHEET 2 MIN.EMBED. O�1. CC .n 2
SEE TABLE SH.2 ¢ m x
F
co
HEAD (TYPICAL) JAMB(TYPICAL) OPERABLE SILL oa
�JjOUTSWING SHDWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING z 0 Wo
ENDURAZAIL4565F C9 0 o
WOOD ANCHOR WOODANCHOR
WOOD ANCHOR w SEE TABLE ON SHEET A.
0
SEE TABLE ON SHEET2 u SEE TABLE ON SHEET 2
a '\� 19 W
SILICONE \ \ \\\ \\\ SILICONE SILICONE
w N w w y F
w sy w 2X WOOD BUCK w 2X WOOD BUCK
REMARKS BY DATE
z� zla- ira- Add ADA slII,M.
_
�W �w I �N I P.IocE,Radius GL 6/13/1
'^ I 2X WOOD BUCK �+
MIN. MIN. MIN. roF ousoxc
EDGE DISE. EDGE DIST. EDGE DIST. wosxAu xorei Aioavuuno�xwmne OAP,ur�
SEE TABLE SH.2 SEE TABLE SH.2 SEE TABLE SH.2 AL mourwwmxCMsN70Peur.OixGDACMIsX.
nsTEAAT'O ,A0d a.xiGNIM"u"oA DTxEA
x+nuucsTo rxls o0curnwr we xor Peeaim0wo
OPERABLE SILL SIDELITE SILL OPERABLE SILL
7 OUTSWING7 OUTSWINGSHOWN-INSWING SIMILAR 7 HIGH BUMP OUTSWING ��� CIAES i
AFCO 1-2297 AFCO H-497 ^���l�j�;• % C)e�
SILICONE
w� 2X WOOD BUCK '��i S-•��� , G\��
z I'
w 39ee oDAANI'll
vl I F0PE[ERT.0FADI QO I0x N0.3933A
MIN.
EDGE DIST.
SEE TABLE SH.2
� OPERABLE ADA SILL DATE: 02.05.14DWG. Y• CHK. Y
7 INSWING/OUTSWING-NO ANCHOR REQUIRED GLrTJM SSf MSS
ENDURA HC15000
SCALE: NTS
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.a:A010875A
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM SHEET: OF9
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
7
PREPARED BY:
1X WOOD BUCK BUILDING DROPS,INC.
MIN. ^• (OPTIONAL) ]98 E.DANU BUCK M,S)E.D.
BPNIA BEALIE,ELJ3
E TABLE ST. „�,.=i a CONCRETE ANCHOR FH:1954119T8<]B
SEE TABLE SH.2 z o"' SEE TABLE ON SHEET 2 rAz:I9s•Iru sne
WEg:ww.buld;nge,opE.mm
CONCRETE ANCHOR SILICONE
ww � SEE TABLE ON SHEET
CONCRETE/
a •• MASONRY % Q w H r d
z r BY OTHERS • % z F O q w a D m
�N ..�. / �N CL F. M,LLae
1%WOOD BUCK CONCRETE/ O F-
(OPTIONAL) m g
; 0.25°
SMIN. MASONRY 00-
MAX. Q m
o ut •• EDGE DIST. BY OTHERS N
CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS SEE TABLE SHEET O nQ. W
SEE TABLE ON SHEET 2 MIN.EMBED. CLS
SEETABLE SH.2 2 W�
HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL z
o O
8 OUTSWING SHOWN-INSWING SIMILAR $ OUTSWING SHOWN-INSWING SIMILAR 8 INSWING
ENDURA ZAI L4565F
a I"7
CONCRETE ANCHOR CONCRETE ANCHOR C
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2
Y,
CONCRETE ANCHOR REMARKS BY DATE SEE TABLE ON SHEET2 \� 19 SILICONE
'-
SILICONE Add ADA VII,M.P.Lock,Radus L GL /23/1
_ ry �. ry _,Tf�1�:_t-
�� �vs wN
W J d d SILICONE
a d I w� e
zram- zF a.
W CONCRCTE/ f N Qd CONCRETE/ E W CONCRETE/
MASONRY MASONRY MASONRY Axo iNAMEE xrur 9i REvaooucso iNwEosE OR rARi
BY OTHERSvnr�9>t9EwRnsx mxuNrac aunowu EMN]S.iNc.
BY OTHERS MIN BY OTHERS —ATI Ns.ABomox9,xwxucx]iNc.aR EIENFR
NMENTMENO]MR—ED AND
EDGE DIST. - iuoaoc
MIN.
MIN.
EDGE DIST. EDGE DIST. SEE TABLE SH.2
��\ �S F. --t,
SEE
• �i
SEE TABLE SH.2 SEE TABLE SH.2 ``����• ...., ••�� �''
�4 OPERABLE SILL SIDELITE SILL OPERABLE SILL =*;' *'
8 OUTSWING 8 OUTSWING SHOWN-INSWING SIMILAR 8 HIGH BUMP OUTSWING
AFCO J-2297 AFCO H-497 = -'0 T T
O
CONCRETE ANCHOR p�s'EanC�/FtRS�T.'O•%FfA"zoAeh•xU�9•eI,zH•cc(�NO• .,
SEETABLE ON SHEET2
SILICONE
d
22 CONCRETE/
MASONRY
BY OTHERS DATE: 02.05.14
MIN• GL�TJM SS�IVISS
EDGE DIST.
SEE TABLE SH.2 SCALE: NTS
OPERABLE SILL DWG.R:A010875A
t1>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9
8 UTSWING/INSWING-NO ANCHOR RECIUIRED SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
ENDURA HCISOGO ADA EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
BILL OF MATERIALS PREPARED BY:
17 ROCKWELL MULT POINT LOCK 18 HOPPE SHOOT
BOLT PLT LOCK Q
ITEMp DESCRIPTION MATERIAL W1 SILL SHOOT BOLT PLATE 112098911
FINGER-JOINTED PINE 0
SOLID PINE
BUILDING DROPS,INC.
1 FRAME HEAD/JAMBS 398 E.D IRNA BEAR N eWD.BBSTF.AB
LAMINATED VENEER p Tib.19sJ139S0/3a
LUMBER
iAM:(99J1)J<A238
WEB:uuw.Au�tdirgdrwuom
COMPOSITE
2 (NOT USED) - B O Q
3 SIDELTIE STOP WOOD OR PVC
O m m a
Ci , LLJ tY v$
!J-m
4 ENDURA 7AIL4565F THRESHOLD - �� Q o, m
5 AFCO J-2297 THRESHOLDLL
Y N v
6 ENDURA HCISDOO ADA THRESHOLD O o a n s
7 AFCO H-497 THRESHOLD _ 000 01 ¢
U
URETHANE FOAM& O °�® v�j Q 11]
8 WEATHERSTRIP O
POLYETHYLENE O O u 2 Z y
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITEO '?� o HANDLE
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD O e n O c m q HEIGHT W-
11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD HANDLE O ry n 7 O O Cl LL ,�`
12 R30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL HEIGHT O Z 1
o a
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&4) STEEL O o e
14 (NOT USED/ - O o c 0
15 KWIKSET LOCK SERIES 400 STEEL O cl a REMARKS BY DATE
16 KWI KSET D EAD BOLT SERI ES 780 STEEL m Add ADA sill,M.P.Lock,Radius Ll.6L /23/1
ROCKWELL MULTI-POINT TONG E LATCH N732287686-B UNIT -
17 Um
ROCKWELL MULTI-POINT TONGE LATCH 9732287809-0 UNIT STEEL _
18 HOPPE MULT-POINT HARDWARE HLS9000 STEEL p
19 PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL WOOD 'a N
WR. WRm.[ON3EHf OF OtAgNGt0110Vi IN[.
20 OOL LITE KIT(LMI) 6063-T6 ALUMINUM B RITERAt ONS aOgINN4,INGMIONiep,ql OigfR
T
NBsr is"oxumeur RRBrro pNRmmEON
21 FLUSH GLAZING LEG FIBERGLASS --I._ { 0.63" N ` 7j7 HD
22 [NOT USED/ p �.�SES F. 0
23 ODL LIPLITE KIT(RADIUS UTESJ PC ABS ® ����!/e, ' •.�'p'���
24 BUTT HINGE(SEE SCHEDULE SHEET 61 STEEL p 7 :•�
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH A8784091 STEEL
T T
26 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE RH U9783923 STEEL )Ko ^o
Oo C P.' 40-
'•.
OFRAME HEAD/JAMBS O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD „f
VARIES,SEE BOM ABOVE HEAD SHOOT BOLT PLATE(LH) R °.N'1d fdL�.........
.
25 FBrc cwE,of•mx°uun°N xa xgsre
.moi
�-4.56• �- 5.62" DATE: 02.05.14
1'75 DWG. Y: CHK. Y:
a.s63 AFCO H-497 THRESHOLD GL TJM SS/MSS
O ENDURA HC15000 ADA THRESHOLD O 26 HEAD SHOOT BOLT PLATE(RH) SCALE: NTS
- DWG.u:A010875A
us
SHEET: OF 9
0 5.00 �
� 1 1 -4.62" I 1.75"