HomeMy WebLinkAboutProduct Approval 07/01/2019-4:27pm Talyssa V:\projecls\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_d FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C'
'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85
NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT
INTERIOR ZON PRESSURES 1 EXTERIOR ZONES PRESSURES 1 ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES(PSF)-ZONE 4 - Mean DESIGN PRESSURES(PSF)-ZONE 5 44 1. IDENTIFY THE ZONE OF THE OPENING AS INTE fl Nf-4)_ R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE
Z ROOF Tributa Area $ Fir Q,Of Tributa Area $ Ft 3 URE BELOW LEFT OR INFORMATION P - ED-O YOU B •F
ry ( 4 n/ ( 4 ) 1. ANY QUESTIONABLE OPENING',IS SIDERED TH -RE CRITICAL(EXTERIOR)ZONE 5.
H ' ht 10 30 40 + 5 �� �e�ght 10 20 30 40 50 \2•/IDENTIFY THE BUILDING MEAN(AVE E)-
Roof
) ••F F O hJE LOWEST GROUND ELEVATION.IF THE MEAN
R OF HEIGHT CANNOT BE IDENTIFIED,U E PE. +� F HEIGHT.
41.0 39.3 38.3 37. / 50.6 47.2 45.2 43.8 42.7 2.1. ALWAYS ROUND UPROOF HEI HTS - ABL t(aL
I 15 ft 2. VALID FOR ALL ROOF SLOPESI P -10°,S E ENGINEER FOR REDUCTIONS.
+37. +36.1 +35.1 +34. 8 S +37.8 +36.1 +35.1 +34.4 +33.8 C3)CALCULATE THE TRIBUTARY AREA OF PENING IN QU ST THE GREATER OF(HEIGHT*WIDTH)OR THE
-42.6 -39.8 -39.1 "8. -52.6 -49.0 -47.0 -45.5 -44.4 SPAN LENGTH(HEIGHT)'AN EFFIE IVEI 14LHi•TaL/ j EI GHT 2/3).
3.1. USE THE AREA BETWEEN STRUCTURAI�O�E -0 LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL
18 ft +39.3 +37.5 +36.5 +35.7 +35.2 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 MULLS,COLUMNS,ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
-43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED.
20 ft t40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS
THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
-45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN
ACCORDANCE WITH CODE.
25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd
REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 -49,4_ GENERAL NOTES:
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 9�8' 39.2y
LIES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
49.0 47.0 45.8 44.9 44.3 60.5 56.4 54.0 --2 - '2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
�iGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
35 ft +45.2 +43.1 +42.0 +41.1 +40.5 35 ft +45.2 +43.1 +42.0 + _ _ CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 - 3.8 2.5RATED LIMITING WIND VELOCITY ABOVE.
40 ft 40 ft OGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
+46.5 +44.4 +43.1 +42.3 +41.6 +46.$ +44.4 +43.1 42 6fNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
-51.7 -49.$ -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55,2 - - FY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
HVHZ=HIGH VELOCITY HURRICANE ZONE.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 ¢5 ft +47.6 +45.$ +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
-52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
50 ft +48,7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 9.HIS DOCUMENT NT IL USTRATES ALLLLOWABTALLY SEALED WITH ILEIDESIGN NG I WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft 53.9 51.7 50.3 49.i 8.7 55 ft 66.5 62.1 -59.4 57.6 56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED
AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF
+49.7 +47.4 +46.1 +45. 4.5 +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN.
10. THIS SPECIFICATION DOES NOT OFFER ANY PRO UE-APE
AP_ OVED CERTIFICATION. REFER TO ANY SEPARATELY
-54.9 -52.6 -51.3 -50. 9.6 -67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP ROVALS ORD SI6NSTALLATION INFORMATION AND APPLICABILITY OF
60ft -0'ft THESE TABLE VALUES WHICH IS TO BE VE - 0-'HE IN ACG• CE WITH GOVERNING CODES.
+50.6 +48.3 +47.0 t46. _ +50.6 +48.3 +47.0 +46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PRO C'(-{ON
L_ 12. NO CERTIFICATION IS OFFERED FOR >NP`N _ T S-STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDED HE,E(N;N- -ADDITIO_., -_ ?(T FICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE04 , EXTERIOR ►_�_ �O,N-; EAN ROOF HEIGHT MRH EXPLAINED __z cp z m �+
G)-
a=10%OF LEAST HORIZONTAL DIMENSION' R� N LEAST HORIZONTAL m z C7 A N O T y z-r
ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BurNa � 5 PEAK ROOF DIMENSION p p T m ;0 OAC D rn°m H O z m rD
THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE HEIGHT 5 5 m m np C D 3 p o U,Z O m O rn Ln z 2 z�'I m
CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER m m� En 3 En O o o
FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 5 ® 1 z D 4,z z m z-`0-w G) m D m z m;a In o m
EAVE Or O 3 CAODZZ��m 7n I:1 Tl1 FD
a a ROOMEAF ROOF (M MRH) NmOz p, mmZrm-19 r.imZm NO
HEIGHT HEIGHT WIND < '� 0 In;a =D r i m F<
O O FLOW O� •�m Z Z Z m Z(nfA r(A C v„
(MRH) $ =;uq ADD>pa1=Ln ..T
5 ® 1 C �5 ® ® O O pn� , 3�mp1'Ail�n�rmi�SDfmA �v
J air OO a PLAN VIEW �4 a�� �in�0mm VmfnmCO oa
COMPLEX =oma mmwo m3D. a om
ELEVATION ISOMETRIC CORNERS 5 5 o u* m N N '�z a R° m
m 0. N
no REMARKS GSS TSE1 DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING o��p T o mm
D O INITISSUE GSS TSB 03/05/12 .- ' EXPRESS Z o o omZ
m 3 = REV-ADJUSTED HEIGHTS GSS TSB 04109/12 2017 ' 7<10 ��\ �r
z REV 2014 FBC DGM TSB 06/10/15 =o w
03
z UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: �mn �_ O nom
11 m OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVE, SUITE 106 ° �� \ Qy
1 m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 z ��^ �.�N *p
�] Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT (954) 354-0660 866-396-9999
'Do
o F+ A 03,
WRmENCONSENT OFENGINEERING EXPRESS.ALTERATIONS, TEAM@ENGIN EERINGEXPRESS.COM m Z ,CO„�
W ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 N m
0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERIN G EXPRESS.COM l^<
Fldrida BuildinoCode Online
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Product Approval
USER:Public User
�. Product Approval Menu>Product or ADDlication Search>Apolication List>Application Detail
;t FL# FL14569-R10
Application Type Revision
- Code Version 2017
Application Status Approved
_�' *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
a e renM, Comments
Archived
k 4 4
{ Product Manufacturer JELD-WEN
"'F-4m, Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800)535-3936
� fbcl@jeld-wen.com
x
A= Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
;W Klamath Falls,OR 97601
" (800) 535-3936
p
x � customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
r Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation &Management Institute
Validated By National Accreditation&Management Institute
w
x
u Referenced Standard and Year of Standard
( ) Standard Year
¢ TAS 201 1994
TAS 202 1994
TAS 203
1994
,�,p. �M 'c Fa. tat'C.if�'�✓a �t l.
v Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14569 R10 Eauiv ASTM E84 Eauivalency Letter SS 2017-08-31 pdf
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW IXNZWfxfODTry2xCj9dWLVGpTgg%3d%3d[10/14/2019 3:47:16 PM]
Flo'ida BuildingiCode Online
Product Approval Method Method 1 Option A
" a Date Submitted 05/13/2019
Date Validated 05/15/2019
° Date Pending FBC Approval
Date Approved 05/17/2019
i_— _.. -
�� Summary of Products
FL# Model,Number or Name_ Description
: - 14569.1 Contours Steel, Wood Edge Full Lite Door,Outswing,6-0"x 6-8"
Limits of Use Certification Agency Certificate
Approved for use-in HVHZ:Yes EL14569 RIO C CAC NI006255-R9.pddf {
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2027 j
x Design Pressure: +60/-60 Installation Instructions
qtr s Other: Product must be installed per manufacturer FL14569 R10 II 3WO509-03 Installation.
instructions as stated on drawing 3W0509-03 Verified By: Hermes Norero 73778
' Created by Independent Third Party: Yes
Evaluation Reports
r FL14569 RIO AE PER3392.)df
x'
Created by Independent Third Party: Yes
`� ,.% 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing, 6-0"x 6'-8"
x
>:
Limits of Use Certification Agency Certificate !
" * Approved for use in HVHZ:Yes FL14569 RIO C CAC NI006255.02-R4.pdf J
w l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
f
Impact Resistant:Yes 06/30/2027
Design Pressure: +60/-65 Installation Instructions
Other: FL14569 R10 II 3W0509-04 Installation.pdRA f
Verified By: Hermes Norero 73778 l
�s Created by Independent Third Party: Yes
q Evaluation Reports
" FL14569 RIO AE PER3393.pddf
• Created by Independent Third Party: Yes
14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0"x 8'-0" i
�.N ,
Limits of Use Certification Agency Certificate 3I
#" Approved for use in HVHZ:Yes FL14569 RIO C CAC NIO06254-R7.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {
Impact Resistant:Yes 09/30/2027 1
Design Pressure: +50/-50 Installation Instructions
Other: FL14569 RIO II 1W0509-01 SS 2015-07-02.pdf
Verified By: Hermes Norero 73778
�0Created by Independent Third Party: Yes l
Evaluation Reports j
FL14569 RIO AE PER3391.pdf i
r $ Created by Independent Third Party: Yes -�
tt yh_ 14569.4 v� Contours Steel,Wood Edge _ Opaque Door,Inswing/Outswing,wJ or w/o Impact&Non- ^�
Impact Rated Glazed Sidelites, 12'-0"x 6'-8" 1
1
Limits of Use Certification Agency Certificate ?
Approved for use in HVHZ:Yes FL14569 RIO C CAC NIO12741-Rl NIO12741.01-RI.pddf s
+ s Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2028
Design Pressure:N/A Installation Instructions i
Other: FL14569 RIO II 1W032012FL Installatfon.pdf
f - > Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports I
FL14569 R10 AE PER3321.pdf
Created by Independent Third Party:Yes
.y 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,w/or w/o Impact&Non-
Impact Rated Glazed Sidelites,8'-4"x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 RIO C GAC NI012740-RL.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTV Bjri RcYg%2fDEH W 1 XNZ W fxfODTzy2xCj9d W LV GpTgg%3d%3d[10/14/2019 3:47:16 PM]
Fldrida Building Code Online
.3 Impact Resistant:Yes { 04/30/2028
Design Pressure: +45/-45 (Installation Instructions
Other: FL14569 RIO II 3W072012FL Installation,pdf
Verified By: Hermes Norero 73778 {
Created by Independent Third Party: Yes 1
Evaluation Reports
"k¢ a r w „ ? FL14569 R10 AE PER3322.pddf
r i Created by Independent Third Party: Yes
14569.6 Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite, 8'-11"x 64'
` x Limits of Use Certification Agency Y
ifitiA Certificate
N � :
Yea &r �' Approved for use in HVHZ:Yes FL14569 RIO C CAC NIO11082-R3.pdf
Approved for use outside HVHZ:Yes
_ Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2027
F ; Design Pressure: N/A Installation Instructions
Other: FL14569 RIO II S-2104 Installation.pdf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
t ° FL14569 R10 AE PER3398.pdf
Created by Independent Third Party: Yes
� >�* 14569.7 Contours Steel,Wood Edge Opaque Door, Outswing,w/or w/out Sidelites,8'-11"x 8'-0"
Limits of Use Certification Agency Certificate
w ; Approved for use in HVHZ:Yes FL14569 RIO C CAC NI011096-R3 NIO11096.01-R2,pddf
"" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2027
Design Pressure: N/A Installation Instructions
Other: FL14569 RSO II S-2108-01.Ddf
s * Verified By: Hermes Norero 73778
Ai Created by Independent Third Party: Yes
�s
Evaluation Reports
FL14569 R10 AE PER3832.Ddf
a Created by Independent Third Party: Yes
< Z, -- -- —
r
'e, ^,r Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
t-
s The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
= 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
IN
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 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:
Credit Card
. . Safe
a � x
r
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW IXNZWfxfODTzy2xCj9dWLVGpTgg%3d%3d[10/14/2019 3:47:16 PM]
BUILDING DROPS 398 E.Dania Beach. Blvd
A Perfect Solution in Every Drop! Suite 338
a
Dania Beach, FL 33004
'Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
August 24,2017
TO: Whom It May Concern
I
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 leld-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 61h 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,
���ttrrrrr��
`♦♦♦���S.F.. Q
�i .�-A
� ; \ O .
r
7 r
•.441 �
•• r••� ♦ Digitallysigned b
Hermes F.Norero,P.E.i'�l'S/Q i
I%♦♦%♦ Reason:I am approving this document
Date:2017.08.3109:51:27-04'00'
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
NOTICE OF PRODUCT CERTIFICATION
-
�, Company: JELD-WEN Exterior Doors Certification No.: NI011082-R3
3737 Lakesport Drive Certification Date: 05/01/2012
' + Klamath Falls,OR 97601 Expiration Date: 08/31/2027
R t. Revision Date: 05/13/2019
Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelite (wood frame)
R�F76o PR��=a
Specification: TAS 201/202/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.N.imicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
utsw�nOpaque m7pzme Pressure Rated Comments
X O/S Opaque 312"x 6'l 0" +66/-70 10.0 psf Yes CTLA-696W/W-1897
Single Max Panel Size:3'0"x 6'8"
g Installation Details:S-2104 1-8)
Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size:3'0"x
Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
Installation Details:S-2104(1-8)
OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W/W-1897
Max Panel Size:3'0"x 6'8"
Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
Glazed Installation Details:S-2104(1-8)
XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W/W-1897
Double Max Panel Size:3'0"x 6'8"
Installation Details:S-2104(1-8)
OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W/W-1897
Double w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0"x
Sidelite DLO:6"x 5'3"(1/8"Tempered Glass)
Glazed Installation Details:S-2104(1-8)
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
- 74.5"MAX. OA FRAME WIDTH - 70.25"MAX. OA FRAME WIDTH
JELl�'' ENo Steel 875"TIP. - •125" 75' _ .75"MULL. 15.5"MAX. D.A.
J6.625'MAX. OA. TYP. BAR IYP. SIDELITE FRAME WIDTH
CONTOURS STEEL 0008,WOOD EDGE PANEL WIDTH 36'MAX. O.A. 875° 36"MAX O.A. 14"MAX. O.A
6'B"OPAOUEOUTSW/NG IMPACT DOOR UN/TS ) W/TRAGAL PANEL WIDTH TYP. PANEL WIDTH PANEL WIDTH
W?Nd WIIHOUTNOMIMPACTS/DEL/TESce
p
GENERAL NOTESI ® ® ® ® ® ® U 0 to
INACTIVE ACTIVE 6'MAX, ? Cr C6 r%
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING 80" 80" D.A. D.L.O. Z a Q m
CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE WIDTH W W a 00
ZONE HVHZ'REQUIREMENTS. MAX. MAX
OA OA
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 63.125' 0 g W
LOADS TO THE STRUCTURE. -I
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION HEIGHT HEIGHT MAX.17
J
9 _
DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OA. c Y a
DRESSING OR STUCCO. 81.25' 81.25° 4 ® D.L.O.
4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX. E D MAX. G HEIGHT
OA � OA �
5. THIS PRODUCT M=THE WATER REQUIREMENTS FOR HVHZ°ZONES. SEE FRAME FRAME
THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT
• 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE
APPROVED IMPACT RESISTANT SHUTTERS.
7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED
FOR SIDELITES o
8. SIDELIIES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE T
CONFIGURATION. J SINGLE OUTSWING IMPACT
A 0.75" 0.625° A UNIT(OXO) W/NON-IMPACT 3¢Q w¢
0.625" S15ELITES VIEWED FROM EXTERIOR 2E o�
RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions) BMM1511 051510M IMPACT UN XX o o I z w
COMPONENT CONSTRUCTIONS: 37.75"MAX. OA. _ VIEWED FR EXTERIOR 107'MAX. O.A. FRAME WIDTH 2NE
Face sheets:24 ga. (0.020)minimum thickness, Galvanized Steel A-525 FRAME WIDTH 8yp f .125" - .75"MULL. 15.5"MAX. O.A. w z m
BAR TYP. SIDELITE FRAME WIDTH S za
commercial quality-AKDQ per ASTM 620 with average minimum yield 36.625"MAX. D.A. o=N ��
_ 36"MAX. OA 36"MAX. OA. 14"MAX. OA v
strength F ave.-24,600 psi. .875"PP. PANEL WIDTH W'-cn
9 Expanded P PANEL WIDTH PANEL WIDTH PANEL WIDTH 0 3 a
Core Lesion:Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by W/ RAIL o¢y 0
JELD-WEN, INC. �0 0 0
Door Panel Construction: The active and inactive panels are constructed from o o r-
24GA. (0.020"min.)galvanized steel. The face sheet tops and bottoms are ® ® ® ® ® ® d `0 3 a
bent 90'over the top and bottom rails. The top LVL rail measures 1.67° 6"MAX
x=x
wide x 1.042"high. the steel bottom rail is roll formed 0.021"galvanized INACTIVE ACTIVE OA. D.L.O.
steel measuring 1.67'wide x 1.21'high. The sides of the face sheet are 80" 80" % WIDTH
roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which MAX. MAX. v c>
measure 1.67"x 1.0". The interior cavity is Filled with polystyrene. The O.A. O.A ci m
face sheets are glued to the polystyrene. PANEL PANEL 63.125" 0 0
Fixed Lite Const.: The sash is constructed from 24GA. (0.020"min.) galvanized HEIGHT HEIGHT MAX• N N W
steel. The edges of the face sheet are bent 90'over the polystyrene core p 6 O.A. W w w z
and glued to it, the sidelite panels are routed to receive the ODL Lip Lite 81.25" 81.25° D.L.O.
Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C D MAX, HEIGHT www 5 0 0
details.) The lite frames are sealed w/QSD glazing compound on the OA D.A. :M s N N
exterior. FRAME FRAME o 0 o z cc
Frame Construction The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT
measuring 1.25"wide x 4.5625'deep. The door and sidelite head iambs o
are mortised and butt joined to the side jambs and attached with(3) 16GA. o o =z
2"x 7/16"crown wire staples. The units use a standard bump face Pemko
ERQQ
threshold measuring 4.041"deep x 1.0"high. The threshold is attached to ':-'�2 0 0 0 0
the frame with (3) I6CA. 2"x 7 16'crown wire staples. Im DOUBLE OUTSWING IMPACT o--a�v
A J Illlrzj UNIT(OXXO) W/NON-IMPACT a o
TABLE OF CONTENTS 0.625" 0.75" 0.625' `�0% F it/ SIDELfTES VIEWED FROM EXTERIOR
SINGLE OUTSWING IMPACT UNIT(X)
SHi DESCRIPTION oATE:
I GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR �� pLf 9-11-01
2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS e .� O Prepared By: SCALE: N.T.S.
3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING-WHERE WATER =* '" 7> -*
INRLTRARON REOUIRDAENT IS NEEDED / DWG.ev: JWJ
4 HORIZONTAL CROSS SECTIONS AND NOTES fl T/ST�F CHK.By
:S. SAFFELL
5 ANCHORING LOCATIONS AND DETAILS
SINGLE DOOR UNIT(X,OX,XD,0X0) +66 psf-7O psl ?� hJ Lci S
6 ANCHORING LOCATIONS AND DETAILS W/WO NON-IMPACT SIDELNES p� ,n DRAWING S.
7 GLAZING DETAILS ally signed by Hermes F.Norero,P.E. i OAp,cr BUILDING DROPS, INC. S-2104
8 UNIT COMPONENTS +57 psf-57 psf Reason:I am approving this document SAP EE,p BgeAA� Phone:954-399-8478
W/WO NON-IMPACT SIDELIfES Date:2015.02.1812:4449-05'00' rsr¢�'a7 AUtt dizn QM1 o 29578 Fax: 954-744-4738 SHE
Er 1 OF 8
0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ 11EM DESCRIPTION MATERIAL
EDGE DIST MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24GA (0,1111-MINJ STEEL
1.50" BY OTHERS 1.50" BY OTHER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD
N. MIN, 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD
0.250 EMB. 19 EMB. 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD
MAX 19 5 4'x 4'BUTT HINGE 12 a. BY HAGER STEEL0
SHIM 20 20 6 9 X 1"PFH WOOD SCREW HINGE TO DOOR m
7 DOOR LATCH STILE LVL m
1 44 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM Z H
2 0.250" /. j/ / 9 BRAD TRIM NAIL I6GA. X 1" FOR MULLION CAP STEELcc ce
I X/ X/' ' a -+ N
// MAX. // 10 COMPRESSION WEATHERSTRIP FOAM W W co
11 SHIM 32 11 DOOR TOP RAIL LVL _
SEE DETAIL 7 SEE DETAIL 7
12 DOOR BOTTOM RAIL STEEL
ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE S71LE FINGER JOINTED PONDEROSA PINE WOOD
31 14 110 x 1 3/4"PFH WOOD SCREW STEEL Lu n _
EE NOTE 6 ON > o> Y Z
17
SHE 4 29SEE NOTE 3 ON 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD
10 SHT 4 16 3115" ITW 7APCON ANCHOR W1 1 1/4 MIN. EMBED. STEEL
17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELO-WEN FOAM
1.750"MIN 1.750"MIN. 18 NOT USED
PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD
20 SHIM 0.25"MAX. THK. HIGH DENSITY PLASTIC OR GREATER
17 21 KWIKSET 400 SERIES KNOB STEEL
SEE NOTE 2 ON 23 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL
SHT. 4 38 Y3 18 x 1 112"PLASCREW(ODL LITE FRAME STEEL w o"'
45 24 #8 x 2"PFH WOOD SCREW STEEL o ��
25 #8 x 2 112'PFH WOOD SCREW STEEL o= w w
Dov N
0.125"MIN. 47 26 #10 x 1"PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL o
GLASS THK. 27 JIO x 2"PFH WOOD SCREW STEEL a a Now
28 MULLION CAP WOOD
INTERIOR EXTERIOR INTERIOR EXTERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE o=a v
81.25" 80.0" 81.25" 80.0"
30 GLAZING COMPOUND OSD BY ODL SILICONE 3 z m ¢m
MAX. MAX. SEE GLAZING M 31 BRAD TRIM NAIL 16GA, x 314" FOR 318'QUARTER. ROUND. STEEL o
HOO N WZ�
O.A. O.A. O.A. DETAILS, SHEET O.A. 32 318"QUARTER ROUND SIDELITE STOP WOOD >
FRAME PANEL FRAME 7�� PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF bo o
HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL olo o o
35 SCHLAGE OEADBOLi J6360 NOT SHOWN STEEL 0
36 SIDELITE STEEL FACE SHEET 24GA 0.020"MIN. STEEL STEEL a o a
37 t18'TEMPERED GLASS BY PPG GLASS 5 ¢
SEE NOTE 2 ON 23 37 38 ODL LITE FRAME SG "TECH POLYCOM PP5530 C13 3 it
POLYPROP. 2 m
SHT. 4 39 PRESSURE TREATED MULLION BAR (314" x 4 9116 x 81 114") P.T. WOOD
40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM "m
38 w
41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL �o
42 1 YALE KNOB HERITAGE SERIES STEEL ^oV o w
1 36 43 YALE DE406OLT HERITAGE SERIES NOT SHOWN STEEL www v
x
z
17
44 SIDELITE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD z Z o
17
EENOTE6ON CL -00
SH7 4 29 45 LITE FRAME BY TRINITY FOR 112 I.G.U. POLYPROP.
10 46 1 2"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS o 0 0
EE NOTE 8 ON i6 32 47 LITE FRAME BY TRINITY FOR 1"GLASS POLYPROP. w w w
EE NOTE 9 ON 33 SHE 4 SEE 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS o 0 0 o z a
SHT 4 16 49 LITE FRAME SCREW J6 x 1 1/2"LONG PANHEAD BY TRINITY STEEL o 0 o w w
SEE DETAIL 7 NOTE 3 50 GLAZING COMPOUND DOW 1199 SILICONE 0 0
12 ON SHEET 5 ON SHT. 4 ^ ^0 0 0 0
8 51 10 WOOD INSTALLATION SCREW W 1.50'MIN. EMBEDMENT STEEL
�\ 31 52 DOOR LATCH STRIKE PLATE STEEL N O^N O Q
625" 44 ���\� 53 DOOR LATCH DUD BOLT STRIKE PLATE �� TI STEEL o 0 0
' Nx
0.' 1.25" .�• _ `�Qj i DATE: 9-11-01
MIN. T:'�1� i 7 .O Prepared By: SCALE: N.T.S.
1.25" ' CONCRETE EMB. CONCRETE/ M.BY: JWJ
2.50"MIN / 1.75"X2.50"MIN MASONRY * j*> * _
MIN. EDGE 01ST. MASONRY MIN. EDGE DIST. - T T� d CHK.BY.S. SAFFELL
EMB. BY OTHERS BY OTHERS �O=, q��P,;411 DRAVANa NO.:
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION i'���i�„y�,�aAp,V �,° BUILDING DROPS, INC. 5-2104
WITH HIGH DAM THRESHOLD AT SIDELITE SASH ��i AA/�eega 6w�8 Phone: 954-399-8478
iBPE�etu°7 f q zq Q0. °.29". Fax: 954-744-4738 SHEET 2 Cr 8
SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7
ON SHT. 4 214234 13 6 5 6 3 20 19 27 ON SHE 4
0
EXTERIOR EXTERIOR
1.750"MIN. °. Z vi M
°
PANEL THK. Oa
Lu ^ a.
CONCRETEI
MASONRY
BY OTHERS
P /
1 INTERIOR INTERIOR
ig
51 10 10 51
0.75"MI . n ��� 1 17 17 1 /// 0.75"MIN. woo
EDGE DI T. SEE DETAIL 5 °° EDGE DIST. o o
SEE DETAIL 5 0�� C)
ON SHEET 5 ON SHEET 5 3 a N
d aC"\ HORIZONTAL CROSS SECTION gyp\ HORIZONTAL CROSS SECTION . ° ° yo J ow
3 LATCH JAMB TO BUCK HINGE JAMB 0250"MAX.
0.250"MAX. TO BUCK — ' �s m Q-
1.50MIN." SHIM SHIM o w =
1.50"MIN.
CONCRETE/ EMBED. EMBED.
J 3 Q
MASONRY i o o
BY OTHERS v
SEE NOTE 1 0
ON SHE 4 26 40 ASTRAGAL THROW BOLTS (2) TOTAL; (i EACH) a a
17 15 1 7 40 52 7 1 15 21 4234
EXTERIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM 5 3 5
U
U m
NACTIVE EXTERIOR CA TIVE W o w
F p O W
SEE NOTE 26 ti
1 SHE 4 1 CCoo�
i-
// INTERIOR 10 W
//////
DETAIL 1
ASTRAGAL TO STILE ATTACHMENT
1.750"MIN NOTE: ITEM 24 NOT SHOWN THIS o^ N v w
PANEL THK i- No^No^a
VIEW FOR CLAR�41,Klirlrr
I RIO `ES F.
SEE DETAIL =���;•4y % DATE 9-11-01
SEE NOTE 4 :O - SCALE: N.T.S.
24 1 ON THIS 10 1 17 7 Prepared By:
ON SHE 4 SHEET owc. ar: JWJ
T T Q CHK.�E\ er:S. SAFFELL HORIZONTAL CROSS SECTION O (( P;' ry DRAWING No.:
i ••• O°0 �� BUILDING DROPS, INC.
AT IMPERIAL ASTRAGAL aaia S-2104
�BEA Phone:954-399-8478
FSK�A°t/ A U Qn°�}a 29578 Fax: 954-744-4738 SHEET_L of 8
3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7
ON SHE ON SHE 4
32 EXTERIOR 47 45 38
c
SEE NOTE 3 1.750"MIN.
ON SHE 4 31 EXTERIOR PANEL THK. 36 17 -+ '-
U
37cq
Z co
N co
Zo �M
CLuQ
INTERIOR
NTER
SEE GLAZING 36 ��� IOR
10 ��� SEE NOTE 2 23
DETAILS,
SHEET 7 / 10 SEE NOTE 5 ON SHE
SEE NOTE 6 /�� \ 25 SEE NOTE 5 17 17 1 ON SHE 4 25
1 j� �\� 29 SEE NOTE 6 w Z
ON SHE 4 29 / \ ON SHE \� ON SHT. 4 W o
SEE OETAIL 5 SEE DETAIL 5_/
0 ti
0.750" ON SHEET 5 ON SHEET 5
39 0.750" SEE GLAZING g < top
39 DETAILS, SHEET 7 s oo
(� HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION S Z o �o
AT SIDELITE TO, LATCH JAMB AT SIDELITE TO HINGE JAMB z
ca
^oso c o
NOTES: CONCRETE/ SEE NOTE 3 o 0 0
1. SPACING FOR ITEM#26 THE J10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS BYMASONRY OTHERS 51 19 20 4 31 ON SHE 4 37 o
AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UR 1.0", 2.5", 4,0", 5.5", 13.0", 18.0"& 26.0". a
2. SPACING FOR ITEM J23 THE 18 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING s3 s
TOP & BOTTOM. HORIZONTALLY SIDELITE PANEL: 3.0"1N FROM EACH CORNER. 32 36 38 4547 DETAILS, SHEET 7 3
U
ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0" 13.0, 26.0° 39.0; 52.0"& 63.0"
3. SPACING FOR ITEM#31 THE i6GA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND
ITEM J9 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o$
FOLLOWS: TOP& BOTTOM HORIZONTALLY (FOR THE 3/8"QUARTER ROUND); 1.25"IN FROM EACH CORNER WITH " EXTERIOR i-t N W
(1) NAIL MID-SPAN. u + i-t zo
ON THE SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND & MULLION CAPS; 1.25"FROM EACH END & SIX MOREtL
z z
EQUALLY SPACED ON THE FIELD. ° a° ` w w
4. WHEN ATTACHING THE STRIKE PLATE 70 THE JAMB AND BUCK USE ITEM x{25, A #8 x 2 1/2"PFH WOOD SCREW. 0.125"MIN. INTERIOR
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A #8 x 2" GLASS THK. o 0 0
PFH WOOD SCREW. ^ @ o
5. SPACING FOR ITEM J25 THE 18 x 2 i12"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, �° \ O O��W W
IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2
6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM #29 SILICONE CAULK ON THREE SIDES AND ^ l ON SHE 4 H HORIZONTAL CROSS SECTION
318"QUARTER ROUNDS SECURED WITH ITEM 31 BRAD TRIM NAILS x 3 4"LONG. a \� o w o W
/ ✓� / I ELITE TO BUCK 0
7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A J10 x 2"PFH SCREW. WHEN ATTACHING 0.75"MIN. a ao. ��� 29 SEE NOTE 6 `t�ttflTii►�p
EDGE DISi ON SHE 4 `��� �g F•
THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM J14, A #10 x 1 3/4"PFH WOOD SCREW.
8. SPACING FOR ITEM#49 THE 16 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS. i a o' SEE DETAIL 5 ���YG;' p i DAM 9-11-01
SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY, 3.25", 18.0625", 32.8125 47.5625"& 62.625". V > ON SHEET 5 r: C Prepared By., Sa^� N.T.S.
SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375". ° _* 7// "* _ Bwc.BI JWJ
9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE 0.250"MAX. 9 T TE F
i CHK.BY:S. SAFFELL
USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM � � :• �T to � oruvnHc NO.:
1.50"MIN. O P•' <v
10. USE ITEM//51 WHEN INSTALLING INTO WOOD SUBSTRATE A7 HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO .ERO =��� BUILDING DROPS, INC.
EMBED. . dRe..c. 5-2104
MULLIONS. USE ITEM//16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE Ai SIDELITE SILLS. �i ��B?��.�`�a Phone: 954-399-8478
TBFE C9atj w zn Qrto�}o.zss�a Fox:954-744-4738 SHEET 4 OF_L
I
74.50"MAX. OA. FRAME WIDTH 70.25"MAX. O.A. FRAME WIDTH
SEE DETAIL 2
ON THIS SHE
� � c
ao
SEE DETAIL 4 4.50"TYP.— 9.00"TYP. m
ON THIS SHT. 3.00"TY. 6.00"TYP.
IQ 00'TIP. 6.58" Q °�° o to
mp
" 6.00'TYP. 12.50" 3.00° TY. 00"TYP. 2 Ir vS M
.00"TYP. SEE DETAIL 4 Z a Q
ON THIS SHE w y
I 6 TYP. I II —I I I III 11 I 7.375"
6 TYP• _l III III I_ 7.375" 1 p
` ,. 51 W P 2
51 51 TYP. w> >e fZ
TYP. TYP. 31' S — SEE NOTE 5 — — 31"
ON SHEET 4
5 SPACES
SPACES ® 13.85' SEE DETAIL 6
® 13.85" SEE DETAIL 581.25" ON THIS SHT — — — —
r ON THIS SHT.
81.25' — J — MAXw E3
MAX. O.A. 1 25 z
O.A. FRAMEo$ o
FRAME 5.50"/ 1 HEI HT 15.50" _ TYP.
HEI Hi — I — + as o¢
s C,
i o
SC o i o z
CC-
d�zr rZ
_ 31" �n o o c=i
36.625" 3 ¢
36.625" 1 g 16 1 0 Q
TYP. TYP.
+I 1 I I 1 1 a a
3.00" TYP— — 00"TYP. N 5 3 ti
00'TYP. 12.125" S 3.00"iY. 7.00"TYP.
6.00 7.00"TYP. TYP. o�
TYR o m
1.49 .15"MIN. o
C-SINK. N
SEE DETAIL 3 X Z
ON THIS SNL / ,\ C w
SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS N
DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR
VIEWED FROM INTERIOR
1651251 ���o��
25 16 53 53 _ 0000zz
SEE NOTE 10
14 27 SEE NOTE ON SHEET 4 ^^ N N
7 SHEET 4 l o 0 0 0
r o ^N o^a
\ \ 41 / oo \ /�' \ i \1 I ° 1� \1 �J-,0%%j FrlrO,i�,OUNTERSINK FOR INSTALLATION ANCHORS
o
1 ' �� 6 . 6 5.50" I I 24 5.50 I 1 2425 `: �i: J PQ'= DarE 9-11-01
000 1 SCALE: N.T.S.
41 1 SEE NOTE �7 Prepared By:
1 4 SHEET 4 '* JJ' * = DWG.BY: JWJ
L—— —— \ _i 7 T Tjf f i = CHa.BY:S. SAFFELL
52 52DRAMNO NO.:
DETAIL - HEAD JAMB DETAIL 3 - THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 a p''U neo `�`� BUILDING DROPS, INC. S-2104
ET 2 L
��Eg" �,e,A�a, Phone. 954-399-8478
ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR STRIKE PLATES i0 ASTRAGAL STRIKE PLATES TO JAMB FBFE�xf l A 29378 Fox:954-744-4738 SHEET_L OF 8
107.00"MAX. O.A. FRAME WIDTH o
37.75"MAX. O.A.
m
�L BI FRAME WIDTH m '-
SEE DETAIL 2 Z C>Ln
M
ON SHEET 5 O -', N
4.50"TYP. IQ 16,41"TYP. SEE DETAIL 4 W
3.00" .00" TYP. 13,41"Typ, ON SHEET 5 a
3.00" .00"TYP. 6.00"TYP. 6.00" p n u�
00"TYP.-- 00"TYP. 1 TYP. W 2
TYP.— SEE DETAIL 4
6 TYP. I�I I I I I I I I l l I I I I I 7,X75" 6 1YP. 6 TYP. - - 7.375" ON SHEET 5
BI BL � •.
51 51 4P.
TYP. TYP. -
6 �
SPACES SEE NOTE 5 �� 5 SPACES
31" SPACES 31"
® 13.85" - 25 ON SHEET 4 ® 13.85 ® 11.54"
00�
0
SEE DETAIL 5— — 81.25" SEE DETAIL 6 3
81.25" ON SHEET 5 a a o
MAX. MAX. ON SHEET 5 a
O.A. — — o °Z cD o
FRAME 25 FRAME 1 8�
HEIGHT — — 5.50'1 O__— — HEI HT 5.50" I I s o m =¢
00 v
= 31" 31" o Q�
II a ov��o
o
36,625" 16 36.625" a
TIP. 16
�g 3Y2=?n
gI �E TYP. h
U
W
3.00"TYP. 3.00"TY. .00"TYP. 6.00" 8.58" 0 0
7.00"TYP.
3.00"TYP— — 7.00"TYP. TYP. Np• w w z
000=��
SEE DETAIL 3 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS o 0 0 o Z w
ON SHEET 5 VIEWED FROM INTERIOR
N 0 4 0 0
DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS
VIEWED FROM INTERIOR
s F'
DA7E 9-11-OI
T �� T ,�'•O Prepared By: SCALE: N.T.S.
* * _
DWG.BY: JWJ
TfIT Q :.m
K.erS. SAFFELL
••• Q.;• (V AWING NDBUILDING DROPS,INC. S-2104
�Sgc Bras TFi�IUB Phone: 954-399-8478
Fede" nr iA Qn o z957B Fax:954-744-4738 6 oa 8
17 50 30 — 37
0
co
EXTERIOR 50 Q'
0.125" MIN.
TEMP. GLASS Z a
00
:. ICKNESS W _ CO
W
7. r
7 M �C CL
INTERIOR 0.50"
GLASS
BITE 17 29 50 29 46
50 38 23 SEE NOTE 2
ON SHT. 4
EXTERIOR 0.500" MIN. W
GLAZING DETAIL 1 GLASS THK. 0.125 TEMP. 0.250"AIR N
ODL LITE FRAME SINGLE PANE GLAST SPACE 3 a a
1/8"TEMPERED GLASS o o
SPARTECH $z zo z
POLYCOM PP5530 C13 N z
lm
38 L �So 00� co
25"x .50" 0.125" TEMP. o
0.50 INTERCEPT GLASS v o o Al
INTERIOR GLASS STEEL SPACER o �l
BITE b
50 SEE NOTE 8 a a
17 29 29 48 50 45 49 ON SHE 4 3 Y
U
�U�U
W
EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 N W
GLASS TRINITY LITE FRAME W y
112-INSULATED TEMPERED GLASS o
LUPOY EU-5007 C C C o o
1.000" MIN. W W W
0.750"AIR SPACE 45
GLASS THK. U o 2 z
W W W o C
.75"x .50"INTERC T0.125" TEMP. ALL GLAZING CONFIGURATIONS o 0 0 w w
INTERIORD.SD' STEEL SPACER GLASS SHALL COMPLY WITH SAFETY
^N^N N N
GLAZING REQUIREMENTS OUTLINED o 0 0 0
B ESS IN FBC SECTION 2406.
50 47 49 SEE NOTE 8 `���g F.r'/p����,�
ON SHT. 4
+`� •,4. DATE: 9-11-01
GLAZING DETAIL 3 Prepared By.,
TRINITY LITE FRAME '* 7 e"'* _ Dwc. BY: JWJ
1"INSULATED TEMPERED GLASS ?a T T aEll
.aY:S. SAFFELL
cHe
LUPOY EU-5007 �0 P;; ��
DRnmNc r+o.:
i .p pPp BUILDING DROPS,INC.
.� 5-2104
MACH wive Phone: 954-399-8478
revsa°t, F Ao.29378 Fax: 954-744-4738 SHEET 7 of 8
I- 1.670" -I 1.670" 1.670" - 1.670" - I 4.5625"
J-T - / 2.188"
_ _ I 1.210"
rjai% 1.000" 1.000° 1.042" �� ./ �// o.lso"
1.250° //. // OR
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')1.O Prepared By: scams: N.T.S.
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CHK.6Y:S. SAFFELL
��(1 P.,• /yLU\ aRAWINO Na.:
WOOD LOCK BLOCK i n " a �.� BUILDING DROPS. INC. S-2104
15 FINGER JOINTED PONDEROSA PINE �BE° '� Phone: 954-399-8478
FBPE rf r a u" o.29978 Fax: 954-744-4738 SHEET_L OF 8
i
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation eport
Of
J.ELD-WEN inc.
Contours Steel Door, Wood Edge
6'-8" Opaque Outswing Impact Door Units
With & Without Non-Impact Sidelites
✓or
Florida Product Approval
Report No. 3398
Current Florida Building Code
Method: I —A (Certification)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 107"X 81.25"(M ximunt)
Prepared For:
•lELD-WEN, hic.
3737 Lakeport Blvd.
Klaniatli Falls, OR. 97601
```III11111►////�I
Prepared by: •• F
Hermes P. .Norero, P.E. � Z�;•�'�• -. 0
Florida Professional Engineer#73778 - - �' 1
Date: 02/02/2015 -a
441 ZZ
Contents: 0L0 aP•'\441
Evaluation Report Pages 1 —4 "i,�SS, ••" •�G �N
��NAL
Digitally signed by Hermes F. Norero, P.E. ///11111110%
Reason:I am approving this document Hermes F. Norero, P.E.
Date:2015.02.18 12:18:39-05'00' Florida No.73778
i
BUILDING DROPS -
Date: O2/02/2015
A Perfect Solution in Every Drop Report No: 3398
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
107"X 81.25" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions 5-2104,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
includine 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 door product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building
Code.
S. Site conditions that deviate from the details of drawing 5-2104 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions 5-2104 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 02/02/2015
Certificate of Authorization:29578 Report No: 3398
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute, Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
IIS • TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by Certified Testing Laboratory, Inc.
(FBC Organization# TST1577)
Report#: CTLA696W, Report Date: 11/01/2001
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#:3113726SAT-001 R1 Report Date:03/13/2009
Equivalence of Test Standards:
dards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1 ASTM E84-09
After review of the above mentioned referenced standards and editions,it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
A\\ BUILDING DROPS
Date: 02/02/2015
4 A Perfect Solution in Every Drop Report No: 3398
Certificate of Authorization:29578
/n/
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
F
oncrete or masonry substrate where one by(1X), non-structural,wood bucking is
oyed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
h to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions S-2104 for anchors spacing
( ) p g and more details of the installation
requirements.
I
Design Pressure:
Design Pressure
XX,OXXO X, XO,XO,
Outswing
Positive 57 PSF* Positive 66 PSF*
Negative 57 PSF Negative 70 PSF
*Units meet water infiltration requirements corresponding to noted aftilvr
pressures.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4