HomeMy WebLinkAboutProduct Approval 398 E. Dania Beach Blvd.
BUILDING DROPS
EJ
E-1 _ Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 p g 2p;9 954.399.8478 PH
954.744.4738 FX
ounty, Fermiifting contact@buildingdrops.com
Product Evaluationt
of
E UUPY
JELD-WEN, inc.
Design Pro / Smooth Pro
Glazed (Impact)
for
Florida Product Approval
Report No. 6269.2
Current Florida Building Code
Method: 1—A (Certification Method)
Category: Exterior Door Assemblies
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro
Material: Fiberglass
Product Dimensions: 9'-0"W x 6'-8" H (Nominal)
9'-0"W x 8'-0" H (Nominal)
Prepared for:
JELD-WEN, inc
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by: ``�� •'-�� E.,Is�'• 'PP���.
Hermes F. Norero, P.E.
N . 7 700
Florida Professional Engineer#73778
Date:09/13/2019 -o S A OF
?S: 41
Contents: ii ,�� O IDP'•'\�40
Evaluation Report Pages 1—3
Digitally signed by Hermes F Norero �`
Reason:I am approving this document Hermes�fbl"40 'a, P.E.
Date:2019.10.01 20:53:00-04'00' Florida No.73778
BUILDING DROPS Date: 09/13/2019
A Perfect Solution in Every Drop! Report No: 6269.2
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro/Smooth Pro
Glazed (Impact).
9'-0"X 6'-8"(Nominal)
9'-0"X 8'-0"(Nominal)
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, 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 provided by manufacturer for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding 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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering for Wind Zone 3. An impact covering is required for Wind Zone 4.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute(FBC Organization#:CER1773)
Hermes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 09/13/2019
A Perfect Solution in Every Drop! Report No: 6269.2
Certificate of Authorization:29578
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization# TST1589)
Report# Report Date:
NCTL-210-3918-Q1 10/04/13
NCTL-210-3924-02 12/18/13
SJW2013-137-TAS 07/02/13
SJ W2013-241 12/03/13
SJ W 2013-242 12/03/13
SJ W 2013-208-TAS 11/13/13
SJW2013-209-TAS 11/13/13
SJW2013-234 12/09/13
SJ W 2013-235 11/26/13
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJW2013-253 12/23/13
NCTL-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
SJW2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJW2014-068 07/07/14
SJ W 2014-071 07/07/14
SJ W 2014-069 07/07/14
S1 W 2014-079 07/07/14
NCTL-310-19-038 03/29/19
2. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report# Report Date:
SJ W 2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS Date: 09/13/2019
A Perfect Solution in Every Drop! Report No: 6269.2
Certificate of Authorization:29578
Installation: Refer to Installation Instructions(D015699)for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing(D015699)for pressure information
1
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4
NOTICE OF PRODUCT CERTIFICATION
r " CERTIFICATION NO: NI011924.01-1110
r
` DATE: 03/27/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 05/21/2019
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved/Studio'Fiberglass Glazed In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Door w/Glazed Sidelites
Configuration:OXO
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/I/8"Annealed Glass
IS Frame: W-2847mm(112.12") H-2487mm(97.93")
OS Frame:W-2847mm(112.12") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +45/45 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:XO/OXO
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-O1/NCTL-210-3924-02/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJ W2013-209-TAS/SJ W2013-234/SJW2013-235/SJW2013-251/SJ W2013-252/SJW2013-253/NCTL-
210-3924-01/NCTL-210-3925-03/SJ W2010-003/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-
02/SJ W2014-068/SJ W2014-071/SJ W2014-069/SJW2014-079/W-1675 W-1708/W-1783/✓-1799/W-1861/W-
1899/W-1904
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NIO11924-R11
' DATE: 03/27/2014
` CERTIFICATION PROGRAM: Structural
�y. COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 05/21/2019
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved/Studio'Fiberglass Glazed In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Door w/Glazed Sidelites.
Configuration:OXO
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-2847mm(112.12") H-2081mm(81.93")
OS Frame:W-2847mm(112.12") H-2081mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:Xo/OXO
AAMA 1304-04
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-O1/NCTL-210-3924-02/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJW2013-209-TAS/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013-252/SJW20]3-253/NCTL-
210-3924-01/NCTL-210-3925-03/SJW2010-003/SJ W2014-032/NCTL-210-3930-01/NCTL-210-3930-
02/SJW2014-068/SJW2014-071/SJW2014-069/SJW2014-079/SJW2013-238/W-1675 W-1708/W-1783/W-1799
/W-1861/W 1899/W-1904
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fag: (804)684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATIONNO: NI013412-115
DATE: 11/08/2016
# CERTIFICATION PROGRAM: Structural
a COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 05/20/2019
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that
the product is active and currently listed.This certification represents product conformity to the applicable specification
and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product
to claim certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Doors Series "Jeld-Wen Design/Smooth
3737 Lakeport Drive Pro/Studio" Glazed Fiberglass
Klamath Falls, OR 97601 Inswing & Outswing Sidelite
Configuration:O
Glazing:IG-Ext.- 1/8"Annealed Glass/0.090"Solutia
PVB Interlayer/1/8"Annealed Glass/Int.- 1/8"
Tempered Glass
Frame: W-950mm(37.44") H-2051mm(80.75")
Panel: W-909mm(35.75") H-2013mm(79.25")
DLO: W-522mm(20.5") H-1588mm(62.5")
SPECIFICATION PRODUCT RATING
ASTM E1886-02/04/05/13a Design Pressure: ±3120 Pa (65 psf)
ASTM E1996-02/04/06/09/12a Wind Zone 3 -Missile Level D
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-110-16-125/W-1799W-1861/W-1899/W-1904
Expiration Date: June 30,2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fag: (804)684-5122
PREPARED BY:
74 3/4"MAX.O.A.7 3/ Q 1
37 3/8" 37 3/8"
>o FRAME TAME
TYP. TYP.
i s fi fi BUILDING DROPS,INC.
398 L D. ...M BWD.91L338
DANIA aF ,FL33
r r r 19541 >os
FA: Aj Brw
WINDO S DOORS :w .buldbl0
m
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DESIGN PRO/SMOOTH PRO FULL LITE w
ACTIVErlIXDIMPACTAPPROVED s 9OOzi;� i • o Zi�LL F-? 3? ZE— oFOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) o Z° 9 / =a Zo LuWZ oWZzGENERAL NOTES: Wfi HQ I— Z-.1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT TYP.ELEVATION 1 TYP.ELEVATION 3 O C Q a
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE ,�°"°p0"p�vM1aum„�n E''iO6"' y J Q
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 2m
• ASTM E283-04 1121/8"MAX.O.A.WIDT �LEI w
• ASTM E33 D-02 373/8" W Q OC k
• ASTM E111 5 FRAME 0 U
• ASTM E1996-06 TYP.
• AAMA 1304-02 (f)LLJ
^o
z
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE _ \
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF to toc7
w 3 O REMARKS tD—AE INSTALLATION. m= Add ADA sill,MuhtPdniLxk,3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR zm s ® OO Iladiuz LRe&Bored Sldelite
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED O LL ' • ALINE 7 FIXED .o
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ¢ ° O aeterence DwG.pAoloasGn
DOCUMENT. j 3 C1 9 7 =a
0 7m
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT FIXE �, mxaiem"Ecr�u: 00NDDniarox•swa
RESISTANCE FOR WIND ZONE 3 OR LESS, iwMixiaEaiwEmwrsDn tEOHE9DElDrivarso
ENDWEFa OR NKIDfECr SHN VRVME911EN K
D
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAILS. 3
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN ```VLLl1I I11 JtttZ''',
fi TYP.ELEVATION 2 �\
GLASS,DECORATIVE AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUAUFIED FOR 6'-8"DOORS "••"�+aD" +"o�� ``�� .. I���
AT DP+/-SO PSF ONLY. E,°• r
NOTES: rDrEE"DnlwrnD \'\ S,•`�O i
7. NOTE:OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PSF. 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT * N .7 7
FIXED SIDELITE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER HAND OR RIGHT HAND OPERATING DOORS.
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN -OS A OF
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. yy
(OH)RATIO=OH LENGTH;-OH HEIGHT IS 21.0
0
MAX.OVERALL DESIGN PRESSURE(PSF) �
TABLE OF CONTENTS NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE 11101
SHEET REVISION SHEET DESCRIPTION CONFIGURATION IMPACT tlQ' 10
INSWING OUTSWING INSWING OUTSWING RATING Dlgi[ally Signe elves F Norero
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES WIDTH HEIGHT
POS. NEG. POS. NEG. POS. NEG. POS. NEG. Reason:I am approving this dooumen
2 A TYPICAL ELEVATIONS0 3'-0" 6'-B° 65• 65 65• 65 50• 50 50• 50 LMI&SMI Date:2019.10.01 20:43:25-04'00'
3 A TYPICAL ANCHOR LAYOUTS AND NOTES O,X,O 9'-0" 6'-8" SO* 50 SO* 50 50• 50 SO* 50 LMI&SMI DATE: 02,05.14
4 A QUALIFIED CONFIGURATIONS&GLAZING DETAILO,X,O RADIUS 9'-0" 6'-8° 50• 50 SO* SO 50• 50 SO* 50 LMI&SMI G L/TJ M SS)MSS
5 - OPTIONAL 2X BUCK ANCHORING DETAILS 0,X,0 9'-0" 8'-0" 45• 45 45• 45 45• 45 45• 45 LMI&SMI NTS
SCALE:
6 A VERTICAL ASSEMBLIES 0 3'-0" 8'-0" 50• 50 50• S0 SO* 50 50• 50 LMI&SMI D015699
7 A HORIZONTAL ASSEMBLIES DWG.fJ:
%,0 6'-0" 6'-8° 50• 50 50• 50 50• 50 50• 50 LMI&SMI SHEET: OF10
6 A WOOD SUBSTRATES X,O RADIUS 6'-0" 6'-8" S0• SO 50• 50 50• 50 SO- SO LMI&SMI
9 A CONCRETE SUBSTRATES x,0 6'-0" 8'-0" 45• 45 45• 45 45• 45 45• 1 45 LMI&SMI 1
10 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. •L
PREPAREO BY:
BUILDING DROPS,INC.
NBLGIN BUCHUMSMW
37 3/9' wxu•u°+,n Woe
rx:Wsetmun
1121/8"MAX.O.A.WIDTH RAM7 FAX OSe)7eUM
TYP. r+n»^ •rsmn
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�TYP.ELEVATION 1 TYP.ELEVATION 3
nrmn•r0°'unOruuoA� aaaoo•
REMARKS DATE
743/4"MAX.O.A.WIDTH— Add ADA 9111,Muhl PWnuotk Bt
' WCWs Lha f Bmed5ldeRte
• _RMerena m4G.1A01aBlGA
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' MA>MOfEI/LLCTACIWImII"IIgIOl0AA4E0
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jig
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TYP.ELEVATION 2
rrmmEAas••ewi••m•mwr
DATE: 02.05.14
r GL m I SS MSS
SCALE: NTS
DWG.a: D015699
NOTES: SHEET: OF20
3-M DOORS SHOWN IN CONFIGURATIONS ON TNIS SHEET MAYBE LEFT
HAND OR RIGHT HAND OPERATING DOORS.
2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A.DIMENSIONS ARE NDT SURPASSED.
PREPARED BY:
INSTALLATION NOTES: Q
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. SEETAULE 112 1/8"MAX.O.A.WIDT
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE FOR QTY. 11/2'TYP.C3 � 3"TYP. BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 3"TYP. Ise E.oAxu euaetw,sEE.ane
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. oAHu eEAEx.Fis3mR
PH:(9sa)3e 78
6 fA%:(9a11n44A)39
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO y d y � wEe:wwr.kulN�"BdmPsmm
STUCCO,FOAM,BRICK VENEER,AND SIDING.
1 1L H
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL ) LLJ -$
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR rs
MANUFACTURER'S INSTALLATION INSTRUCTIONS. z an d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR mLu
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE l9 O I • I I Q
O o LL v.e
SHELL OF BLOCK. z x I I I x a 0 g
§_¢ < I • I I a �a F
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK j 3 O W I III "' O Q g
CONCRETE/MASONRY CONSTRUCTION. O �J'
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE e a i O C F—I o
FOLLOWING PROPERTIES: K
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. FI D AC11VE FI� 4
Z 0
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C7 L)
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH "TYP. W z
OF 2000 PSI AND GROUT CONFORMS TO ASTM 0476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 A3 A3 I I3"TYP. O
P51. P.ANCHOR LAYOUT _j0 lo
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTMC-90WITH MINIMUM COMPRESSIVE STRENGTH !"'Iz
OF 2000 PSI. riniiammxwrt U W
a �
8. SEE SHEETS 8 AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR SEE TABU 37 3/8"MAX.
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. FOR QTY. 74 3/4"MAX.O.A.WIO
3"TYP '11/2"1YP. 3O.A.WIDTH"TYP. "TYP. REMARKS B DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORIAMB AS LONG AS MINIMUM C3 C3 All ADA slH,Muhl-PDhd Lk, GL 6/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
fladlus Ute&Boxed 5delite
YaY a
Reference DWG.#A010856A /09/18
ANCHOR TABLE io to
ne xssuunx oErws DEscueEn nEuwweeEx
6'8"DOORS 8'0"DOORS - Ip 1[ svvrt mxortnxs uusEmD.s�ru�umnio oevu.E
6o tD W I- r - FNoMT1 CJJlREMENROFTNItDHEP@l.I1HQi6tD
ANCHOR MIN. MIN.EDGE ""�x \W I ENGINEER 00.MOInFR eHn p"mE5RE"t"
ANCHOR TYPE SUBSTRATE #OF #OF n,y w m I m ,�x
I
SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. m
SPACING AT ANCHORSAT SPACING AT ANCHORS AT ON
F I I z m^ ���1 JZZ7I
JAMBS HEAD/SILL JAMBS HEAD/SILL z&g O 6 O z m I O
CLUSTERS CLUSTERS 3z I I z" I �• •• •�
�3xa z • I I z -�
WOOD SCREW #10 ORFORAMING 1-1/2OD BUCK ' 3/4" 17-1/2" 4 17-1/4" 4 ZQ w i ¢ j30 I w t �'� S,• �O
IN
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 4 17-1/4" 4 I I * •,'*
s a a Et D SA OF Q
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8'-GONG. 1' 17-1/2" 4 17.1/4" 4 A VE FI FI D (7 Ps"�"��
1-1/4"-CMU - - I �'
A3 A3 "TYP.
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1' 11-5/8" 8 14-3/8" 6 "T.P "TYP �rpY �esnr
B3 1Y P.ANCHOR LAYOUT ANCHOR LAYOUT
--
2-N9 X 2 1/2"PFH
.wiPa2-#9X21/2"PFH rrwrr mnxmr Frwrr mD.xnrar
SCREWS
DETAIL D3 DATE: 02„05.14
TYP.HOPPE 25 26
MULTI-POINT SHOOT BOLT NOTES: DWG. Y: CHK. Y:
PLATE LOCATION 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT G L TJ M SS MSS
DE (RH PLATE SHOWN)2 HAND OR RIGHT HAND OPERATING DOORS.
DETAIL B3 HOPPE 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN SCALE: NTS
MULTI-POINT HOOT BOLT 1-BOTTOM 57/007 ABOVE AS LONG AS OA.DIMENSIONS ARE NOT SURPASSED. DWG.#: D015699
PLATE LOCATION BOLT RATE
HOPPE#2098911 SHEET: OF 10
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DANIA BFA[N,R33081
PH:199X13998A38
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RIGHT HAND OPERATING DOORS.
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N 7 7
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR * 1�•
w 1/8'ANNEALED GLASS W 1/8'ANNEALED GLASS �u 1/8°ANNEALED GLASS 1/8"ANNEALED GLASS
m 0.090"SOLUTIA PVB INTERLAYER m 0.090"SOLUTIA PVB INTERLAYER Z m 0.090"SOLUTIA PVB INTERLAYER 0.090•SGP INTERLAYER .S A OF
m 1/8"TEMPERED GLASS w 1/8'TEMPERED GLASS m 1/8"TEMPERED GLASS m BY DUPONT Q
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N N N M DOW 9955NCONE '�( •• u
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M6'-8"GLAZING DETAIL /M8'-0"GLAZING DETAIL �FLUSH GILAZE DETAIL GLAZING DETAIL GLITYj $S MSS
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NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF10
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON 4AND RADIUS(SHAPED)UNITS ARE APPROVED IN ALL GLAZING
DETAILS SHOWN ABOVE.
PREPARED BY:
d dd BUILDING DROPS,INC.
41/2"TPP. 41/2"TPP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 19a E.PAxu eEAa eLw•stE las
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Radius Ute&Bond Sidelhe
Referents DWG.RA010056A /09/19
X INST OEiALLs oEXA19ED PEW
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0 O MIN.EDGE MIN.CENTER
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ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8°-CONC. 1" 4" 2S° 30.1/4"
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL 1-1/4"-CMU
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DATE: 02.05.14
NOTES: DWG. Y: I CHK. Y:
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1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3.
DWG.a: D015699
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 5/5. SHEET: OF10
5
• PREPARED BY:
1 N8 X 2-1/2"PFH
6"FROM CORNERS, BUILDING DROPS,INC.
ONE AT MIDSPAN 399 L D-9ENCN 9LVls.M W
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S ./ EXTERIOR i 1 INTERIOR EXTERIOR EXTERIOR
Reference DWG.dA010856A 09/09/1,
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DATE: 02.05.14
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SHEET: OF 10
6
PREPARED BY:
HINGE 9X2-2-1/2"PFH
Q
NOTE: PLACE#9%2-1/2"PFH SCREW A ,
HINGE AND LOCK ARE INTERCHANGEABLE NEXT TO WEATHERSTRIP
AT THE MUWON. BUILDING DROPS,INC,
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OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT OR EQUIV.ADHESIVE SEALANT
BETWEEN JAMBS BEFORE BETWEEN JAMBS BEFORE BETWEEN JAMBS BEFORE F,
MULLING MULLING Z MULLING
���'%/.� \�.• %i%
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6"FROM CORNERS, 6"FROM CORNERS, �. 6"FROM CORNERS, Radius Lite&Bored Siddite
141/2"O.C.TYP. \. %/ 141/2^O.C.TYP. ,\\\. . 141/2"O.C.TYP.
/
JAMB MATERIAL: Reference DWG.DWG.NA01006A 09/09/19
/
IAMB MATERIAL' .,,,,—JAMB MATERIAL' / FINGER JOINT WOOD,
FINGERJOINTWOOD % FINGER JOINT WOOD, LN Y
VN—ERK
OR SOLID WOOD \ SOLID WOOD,OR LVL % SOLID WOOD,LVL, B BMAY NfIFREfLERAMALf11NdIWFS WRA3VEl]f
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4 BACK-TO-BACK JAMB BACK-TO-BACK JAMB 6 BACK-TO-BACK JAMB 7 INTEGRAL MULLION ::�� s'•. p0
7 NO MULLION REINFORCEMENT 7 3X MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'8"UNITS AT MAX DIP+/-55 PSF ONLY N 7 7
8-#9%21/2"PFH 18 NOTE: 0 S Q QF 4' r
W/STRIKE HARDWARE 17 ALL SOL ID WOOD USED IN MULLION ASSEMBLIES ABOVE p !� 11nnP, .• ��
4-STRIKEMPLSTAR PLATES 3-#8 X 2"PFH TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER.
W/STRIKE HARD WARE EXTERIOR 4-#8X13/8"PFH �j� u e�3 �`
OOENOR 1-MPLSTRIKEPLATE 1-REINFORCEMENT PLATE o (agfsE.. r`ad�s 8
HOPPE#2512296
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DWG. Y: CHK. Y:
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0 W/HARDWARE 8 15-#8 X 13/B"PFH(8'-0"UNITS)
(6'-S"&8'-0"UNITS) COMESW/HARDWARE DWG.#: D015699
ROCKWELL MULTI-POINT LOCK �HOPPE MULTI-POINT LOCK LOCK HOPPE MULTI-POINT LOCK SHEET: OF10
7 Ol1TSWINGSHOWN-INSWING SIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 TOP REINFORCEMENT PLATE-ACiIVEPANEL ONLY 7
PREPARED BY:
2%WOOD BUCK /
m WOOD ANCHOR 4r •
i SEE TABLE ON SHEET 2
. z o m SILICONE BUILDING DROPS,INC.
MIN
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SEE TABLE SH.3 Q F '^
HEAD TYPICAL JAMB TYPICAL N
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u SEE TABLE ON SHEET 3 p
19
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2X WOOD BUCK w� 2X WOOD BUCK r
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fw z_r it
'^ 2X WOOD BUCK fN fN Add ADA sill,MW08ohGL /13/14
Radlus Lite&Boxed SideTkedelRe
Reference DWG.NA010856A 09/09/19
MIN. MIN. MIN.
EDGE DIST. EDGE DIST. EDGEDIST. ao L coxa
SEE TABLE SH.3 SEE TABLE SH.3 SEE TABLE SH.3 a MAYNOi RFiIERACNAImNDRI0x5{OAASFEQF
snc v srtc mxomoxs uusc umAUAaox ro oLvurz
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N 77 =
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MIN
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SEE TABLE SH.3
14
OPERABLE ADA SILL SIDELITE SILL(STAND-ALONE) DATE: OZ.O5.S
DWG. Y: CHK. Y:
8 INSWING/OUTSWING 8 OUTSWING SHOWN-INSWING SIMILAR GwLITIM SS MSS
NO ANCOR REQUIRED NTS
SCALE:
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SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 10
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
8
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/Z I
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Wa
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SEE TABLE ON SHEET 3 SEE TABLE ON SHEET 3
CONCRETE ANCHOR REMARKS BY DATE
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UL, Add ADA sill,Multi-P.It!DL GL 36/23/14
SILICONE m
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WIF I- - 1.�
--SILICONE
u 4 Reference DWG.#ADIM6A AM 39/09/19
!
CONCRETE/ CONCRETE/ CONCRETE/
L
MASONRY L.--4,—SMASONRY MASONRY
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BYOTHERS BY OTHERS BY OTHERS Snrl llarraxs"USE—DM.
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EDGE DIST. r.__
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EDGE DIST. EDGE DIST. /If
SEE TABLE SH.3 SEE TABLE SH.3 %S%
OPE (VIDELITE KT�
OPERABLE SILL SILL(MULLED UNIT) OPERABLE SILL
os
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SILICONE
en
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BY OTHERS D—: 02.05.14
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MIN. MASONRY
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EDGE DIST. BY OTHERS GL/TJM SS MSS
SEE TABLE SH.3 SCALE: NTS
OPERABLE SILL �SIDELITE SILL(STAND-ALONE) DWG.#:[3>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW D0156919
OUTSWING/INSWING OUTSWING SHOWN-INSWING SIMILAR SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 10
NO ANCHOR REQUIRED EMBEDIVIENTAND EDGE DISTANCE ARE ACHIEVED. 9
PREPARED BY:
BILL OF MATERIALS 17 ROCKWELL MULT-POINT LOCK 18 HOPPE MULT-POINT LOCK Q
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE 16
SOLID PINE BUILDING ABEACH MNG DROSM3311
1 FRAME HEAD/JAMBS ® D BG01,1L33ma
LAMINATEDVENEER PH:I954139 79
LUMBER O Fxx:(9 )MAM
WEB:www.WEdin d
COMPOSITE
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2 INTEGRAL MULL LUMBER
3 SIDELITE STOP WOOD OR PVC p ..��Illj �
4 THRESHOLD 0 W D11
5 THRESHOLD - r CL c 0 LL
6 ADATHRESHOLD - O O®Oe O I¢. O m y
7 AFCO H-497 THRESHOLD - o ® 6 m
8 WEATHERSTRIP URETHANE FOAM& 0 0 � C Z.
POLYETHYLENE 4 o e e M Q W o
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE O Z.-a HANDLE � R o
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD $ e opq HEIGHT c Im FP.. a
11 1X WOOD(S.G.MUST BE 0.S5 OR GREATER) WOOD a "m O Z
3
HANDLE O A ] O O W Z 90
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL HEIGHT O �o O x
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 3&5) STEEL
14 (NOT USED) - O O O
o U
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15 LOCK SERIES 400 STEEL O —.
� REMARKS BA DATE
16 DEADBOLTSERIES780 STEEL m e ° Add ADA sill,Multi-Point Lack G1 6/11/14
17 ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT STEEL 4 io
=� Radius the&Bored 9ldelite
ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT
® Reference DWG.#A010a56A
18 HOPPE MULI-POINT HARDWARE HLS9000 SINGLE SWING(X) STEEL 'P
O o
19 PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL WOOD rxsi r oEr em ix En
D MIxY Nm Pf ilFCr xLIUxL m
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20 ODL LITE KIT(LMI) 6063-TSALUMINUM r mciFsrt coxom°xsuusswnw1t—AU[vwe
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21 FLUSH GLAZING LEG FIBERGLASS —L--{—0.63" `YLlllllllf///'
22 (NOT USED) - O %%% ' .- O
23 ODLLIPLITE KIT(RADIUS LITES) PCABS ® LT
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24 BUTT HINGE(SEE SCHEDULE SHEET 7) STEEL p ` •�'\•�/"S•• rQ'�
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL JN .7 7
26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL QOD o "O IS OF r
27 PU DOOR CORE --11.65"7— �0T OPS••��1
THRESHOLD
OVARIESESEE OM/ABOVBS O ILAMENATEDVENEERGRAL ILOUMBER O THRESHOLD O 25 HEAD SHOOT BOLT PLATE(LH) 'F
M///
(—� �-5.62' -� DATE: 02.05.14
T--
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O ADA THRESHOLD O 25 HEAD SHOOT BOLT PLATE(RH) SCALE: NTS
DWG.#: D015699
SHEET: OF10
4- 10
2.51 6 4.62" I 1.75"