HomeMy WebLinkAboutproduct approval 01/09/2018-12:07pm internl V:\Projects\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b 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'
BASED ON Kd=0.85
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONEAPRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
2 Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-Z014E 5 4 1. IDENTIFY THE ZONE OF THE OPENING A5 RIOR-(ZONE 4)OR EXTERIOR(ZONES)5)PER THE
Roof Tributary Area(Sq -` Rof Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR O'N'P OVIDED T OUY THEIRS.
1.1. ANY QUESTIONABL OPE TO BECO,�NSI /ED THE MORE CRITICAL(EXTERIOR)ZONE
H 10 20 30 40 r5 ,eight 10 20 30 40 50 5•
2.IDENTIFY THE BUILDING M �E G_ _ T FROM THE LOWEST GROUND ELEVATION.IF
41.0 39.3 -38.3J37 50.6 47.2 45.2 43.8 42.7 MEAN ROOF HEIGHT CA E4hdEiVTIFI D U�EE�ITIHE PEAK(HIGHEST)ROOF HEIGHT.
0-15 ft +37.8 +36.1 +35.1 +3 \5 ft +37.8 +36.1 +35.1 +34.4 +33.8 2.1. ALWAYS ROUND UP'QoF FIEI6'7 TON_EXTfA_NlE VALUE.
( 2. VALID FOR ALL ROO���SLLb ES:�FOR SLfffO'''P � +,SEE AN ENGINEER FOR REDUCTIONS.
-42.6 -40.8 -39.8 38. -52.6 -49.0 -47.0 -45.5 -44.4 3. CALCULATE THE TRIBUTARY AREA E OP IN,G IN�6l:tTION AS THE GREATER OF(HEIGHT
18 ft 18 ftTH)OR THE SPAN LENGTH(HEIGFI7NCTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3).
+39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCTU tOPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
-43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
25 ft 25 ft 4OREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+42.1 +40.2 +39.1 1 +38.3 +37.7 +42.1 +40.2 1 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
30 ft -47.4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 -49,4 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 X5:8-1039.2 GENERAL NOTES:
35 ft -49.0 -47.0 -45.8 -44.9 -44.3 35 ft 60.5 -56.4 -54.0 2 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
'moi S CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
50.4 48.3 47.1 46.2 45.5 62.2 -58.0 55.6 3� 52.5 \2,1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 42. 6 KHAN THE RATED LIMITING WIND VELOCITY ABOVE.
_ _ .TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 `-5 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 S. VERIFY
HVHZ USE OF IGH VELOCITY HURRICANE FACTOR)WITH LOCAL BUILDING DEPARTMENT.
-52.8 50.6 49.3 48.4 -47.7 65.2 60.8 58.3 -56.4 55.0 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
Soft +48.7 +46.5 }45.2 +44.3 +43.6 Soft }48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft CORRESPONDINGTABLES AND EXPOSURE,&OTHER
+49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED ANDVE IFIED BY THE GOVERNING BUCOEFFICIENTS F
BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY OR
54.9 -52.6 51.3 50. 49.6 t 67.8 63.2 60.5 58.6 57.2 APPLICABILITY OF THE USE OF THESE TABLES IS OFF ED-HEREIN.
60 ft 1 10. THIS SPECIFICATION DOES NOT OFER-A ORODU- ,_P,PR VED CERTIFICATION. REFER TO ANY SEPARATELY
+50.6 +48.3 +47.0 +46.Q +_4'--, +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTH RIA1'P99 LS FORA SIGNS NSTALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IST,,�-,E I LOT ER ACCORDANCE WITH GOVERNING CODES.
ll. ADHERE TO ALL LOCAL IMPACT P,RO ECMO, ENCES.
NCES.
12. NO CERTIFICATION IS OFFERED�POE�(_G�= 'fHE:HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVID bb HE S aN DDITI NA ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(40, EXTERIOR ON'q �, E3"GHT EXPLAINED LEAST HORIZONTAL c m z=z w°o m _�=M o
DIMENSION m n Gl m G1 m F-'m m H
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 1ROOF r z o Z C 3 p Z-ZH.moi
PEAK ROOF
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 O m p n p 3,--I=_.m.nj w m rn x 0 �
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. 70 C D D Z r m'n C Z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEANe, m Z i�0 m n m D m v O
REQUIRED. ROOF 5 4 m O z�O D Z m�0 20 H /rn� 3
MEAN EAVE HEIGHT �O0 z m m'1 3 D m 0 X n
a a ROOF ROOF \ �CTDDZp>pyZl'�I'^ M O D
HEIGHT HEIGHT c N>O m 0 m G) ma lam,2 C) 17-
W O
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a O O5 COMPLEX 0c rn M M-1 Z,"� Z ((n -n z r
ELEVATION ISOMETRIC CORNERS 5 O ° N o w o T _q v p
cn CD o REMARKS GSS CHKD DATE 6TH EDITION FLORIDA BUILDING CODE : ENGINEERING wNa 0 mD
D O ]NIT ISSUE GSS TSB 03/05/12 g
m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04!09/12 2 0 1 7 EXPRESS° o a\ p
z REV 2014 FBC DGM TSB 06/10/15 a p N
`:' UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: .Z 3 � a m
z µ m 160 SW 12th AVENUE, SUITE 106 . �; - `cz
:_1 DESIGN LOADS FOR COMPONENTS &CLADDING w" - z
DEERFIELD BEACH, FL 33442 - n
V THISDOCUMENT ISTHE PROPERTY OFENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z m o o
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m O O
o WRDTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM a z !^
" p ASCE 7-10
W PERMITTED OR OTHERINVALIDATE MARRIU R TO THIS DOCUMENT ARE NOT
ENGINEERINGEXPRESS.COM { 00 m
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff BCIS Site Map Links Search
;a Product Approval
db, r � } ,
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Product Aoo,oval Men!i>Prnd,-r ,r A.06 atinn Search>Application List>Application Detail
FL# FL16708-R8
1 Application Type Revision
^� Code Version 2017
r"• t
n : Application Status Approved
1
t
Comments
Archived
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'* Product Manufacturer ]ELD=WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@jeld-wen.com
r " s
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
f Address/Phone/Email
:9 Category Exterior Doors
I r Subcategory Swinging Exterior Door Assemblies
r"I ;
x
w
i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report- Hardcopy Received
t
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
" Evaluation Report
Florida License PE-73778
l Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
0 Validation Checklist- Hardcopy Received
I Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.odf
Referenced Standard and Year(of Standard) Standard Year
y
TAS 201 1994
TAS 202 1994
TAS 203 1994
I
i
htip://xvww.floridabuilding.or,/pr/pr app_dtl.asps?paramwGEVXQwtDgti8obl%2flZin6TudWOg6cFUIGK9KQhKiniQLpP5tjNDIMRAg%3d%u3d[2/13/2018 1:33:58 PM]
Flor da Buil n me
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
.y
FL16708 R8 Eguiv ASTM E84 EquivalencyLetter SS 2017-08-31.pd
j
i Sections from the Code
i.;
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
Summary of Products C
1 ;}. FL# Model, Number or Name Description
--
t 16708.1 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
i -• r Approved for use in HVHZ:Yes FL16708 R8 II A010871A X OPO SS 2017-02-09.12df
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
t Other: FL16708 R8 AE PER4663.1 SS 2017-11-17.pdf
d i Created by Independent Third Party: Yes
E 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 A010872A X. GLZ SS 2016-08-26.Rdf
➢'g " 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 PER4438.1 SS 2017
• Created by Independent Third Party: Yes
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
" Limits of Use Installation Instructions
i 4Approved 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
Design Pressure: N/A Evaluation Reports
, ., Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.Ddf
Created by Independent Third Party: Yes
{ M097 D Design Pro moo ro ou a impact Mazed Door 6-0 x 6-8 and 6-0 x -
_— Fiberglass Inswing and Outswing
ti Limits of Use Installation Instructions.
j Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX, GLZ SS 2016-08 26.pdf
r Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
1 Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4440.1 SS 2017-11-1.7.Edf
l _ _ Created by Independent Third Party: Yes
I 16708.5 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
..............
1 Limits of Use Installation Instructions
L Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO OX OPO SS 2017-02-09.odf
{ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
a Impact Resistant:Yes Created by Independent Third Party: Yes
fa= [ Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4665.1 SS 2017-11 17.pdf
Created by Independent Third Party: Yes
hapii%oww.iloiidabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2 fiZm6TudWOp.6cFUIGK9KQhKin iQLpP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
i
Florid.
^s 16708.6 i F Design 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
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010876A OXO OX GLZ SS 2016-08-26 Ddf i
' 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 PER4442 1 SS 2017-11-17 Ddf
I Created by Independent Third Party: Yes
16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
7 FiberglassDoor 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010877A OXXO. OXX OPO SS 201,7-02-
Approved for use outside HVHZ:Yes 09 pd
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 PER4666.1 SS 2017-11-17.Ddf
I j$ 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
` Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010878A OXXO OXX GLZ SS 201.6-08-
g Approved for use outside HVHZ:Yes 26.12df
+ Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
I FL16708 R8 AE PER4444.1 SS 2017-11-17.Ddf
Created by Independent Third Party: Yes
Contact Us is 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
' ,j The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
t
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
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:
Kid
M
t
Credit Card
Safe
r 1
I
I
http:/iwww.tlolidabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgti8obl%2flZin6TtidWOg6cFUIGKOKQIiKiniQLpP5tiNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
BUILDING DROPS 398 E.Dania Beach. Blvd
Suite 338
i s A Perfect Solution in Every Drop! 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
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 51h 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,
S F. O
%N Digitally signed by Hermes F.Norero,P.E.
t�111rr lilt, 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).
I
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Page 1 of 1
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I �
�_�-
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop .
Certificate of Authorization:29578 954.
--` 954.7744.44.8478 PH
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),
i
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).
i
Respectfully submitted, xj%jjIII��rf///
��•' �-�•• . O
7
14/
N
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
I Florida Registered Professional Engineer#73778
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PREPARED BY:
74"MAX.O.A.WIDTH
ELI�VEN. J ti
5 J
BUILDING DROPS,INC.
WINDOWS Fe .DOOR$ ® e�xs onxw oEux.nsnio4f3�
vH:iaSJIR'd'}ReTR
r4%:N5.1]494T1R
_ � � WEe:•rewAuildin6d•4PST4�^
DESIGN PRO/SMOOTH PRO/STUDIO
N= L O Q
IMPACT APPROVED 5 s Q
z`°� ° 00 zP "$
FOR USE 1N THE HIGH VELOCITY HURRICANE ZONE(HVHZ) " AcrlvE ° INACTIVE o t,o s o m"
33¢ zW OW Nmm
Z oJM
LL .�
O?Q
ti4 V1 W
OaZ ZZ mY
GENERAL NOTES: ti o w
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA O a Q y
BUILDING CODE(FBC),INCLUDING HVHZ ANO HAS BEEN EVALUATED ACCORDING TO Tilt FOLLOWING: ] " T y:E w Z Fes'
• TAS 201-94
• TAS 202.94 J J e U• W
• TAS203.94 1 TYP6.E,L�E�VATIONI w Q w�
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1 O d N 1.4
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE r
FOUNDATION 15 THE RESPONSIBILITY.OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s a ~� rW••�
INSTALLATION.
r
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. Ado MGIl4Lock
Point GL 06/21114
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAC 1
RESISTANCE. = 5 Z LL
co o0 0a
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH •+�= Sj .ryesuau xOT ni uRlwouao�x wxoii�:ear
DOORS ARE QUALIFIED. m n 0 O �iuraenoei�oo�I'ons wcmw%w�. Inryin-
° O ue%nNGsroryURIKKUNEM.••x ry Rurti[e axO
6. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING 2 og Lj o ixvasloere
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUC H Z 4 ACTIVE O INACTIVE =n `\\\\ S F.
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY t-3 ��•,,,,No �i
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT 1521.0 0 Z s 4�e'••;r. ,.�.�0
40
3 d T
�1 TYP.ELEVATION 2
TABLE OF CONTENTS s•.e•Mo.xOGRt ooreaxi,or aemonve na]can
SHEET REVISION SHEET DESCRIPTION igilally signed by Hermes F.Norero.P.E
NOTE: me:
I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ALIVE DOOR PANEL me:2017.02.0915:24:38.0500'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK. Y:
4 VERTICAL ASSEMBLIES MAX.OVERALL DESIGN PRESSURE(PSF) GL�TJM SS'MSS
NOMINAL SRE MISSILE
5 - HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPAC SCALE: NTS
- WIDTH HEIGHT RATING DWG.a:A010873A
6 WOODSUBSTRATES POS. NEG. 11111
XX
7 - CONCRETE$USSTRATES 6'-0" 1 6'-8" 1.60' 1 60 60" 60 LMI&SMI SHEET: OF8
R A COMPONENTS&BILL OF MATERIALS - - 50' I S0
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
l
INSTALLATION NOTES: PREPARED BY:
A
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. 1
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398E DANA BEACH BLND..STE 338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANA BEACH.FL 31004
SEE AB E 74"MAX.O.A.WIDTH- Fx:;osnm..u3P
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FOR QTY. fAX:ID5A04J.413P
STUCCO,FOAM,BRICK VENEER,AND SIDING, 11/2-TYP.
wee:.w..ommmce,oP.r�
3"TYP. 3"TYP. N
Lu
4." INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL _ o
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR LG2L G2 O 0 1
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ® ® Z
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR p O Z o m m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 'O j `Z •"LL^a
SHELL OF BLOCK. F a 5 a
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK \ w 0 m o
CONCRETE/MASONRY CONSTRUCTION. - ^ a ¢ U }
x g
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Sa 4 yF�
FOLLOWING PROPERTIES: z ••¢ x x a O H"
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3 Z w z Z Z 2 WD
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. F 3 G Q 4[ L7 u •?y
C.GRDUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WHH MINIMUM COMPRESSIVE STRENGTH O'^O 410 H Z Y''
OF 2000 P51 AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 0? '� `" O J ��
PSI. < ac
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH W-
OF 2000 PSI. J
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
1N TIV ACT E E
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM pee Multi Paint Lozk 0L 6/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A29"TYp,-- A2 '
D2 3"TYP. D2
ANCHOR TABLE (pP-ANCHOR LAYOUT
6'8"DOORS 8'0"DOORS - e'e'OR A4P DDOP NEIGMT xD swu xor aF uoaaoucFD lxwxaroa
rxourwamexeoxz�xroE eNLDHe Daox�weie
- AsnaAnoNs,ABomoxs.x:cxucHriNc,Ds onrta
ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN,EDGE #OF #OF anxes,D,x11 ooaA+Exr AAsxor FEaMureDAw
SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. 104
ANCHORSAT ANCHORSAT
SPACING
JAMESAT HEAD/SILL SPJAMBSAT HEAD/SILL 11 I's F• p Ile I.-
CLUSTERS CLUSTERS ••
WOOD SCREW 410 2X WOOD BUCK
OR FRAMING 1.1/2' 3/4" 17.1/2" 4 17.1/4' 4 7 /'•
ITW TAPCON 3 16" CONCRETE CMU 1.1/4" 2-1/2" 17-1/2" 4 17.1/4" 4
b .
_ T .
1-3/B"-CONC. p0 �;�� 0�;�•
ELCO ULTRACON 1/4" CONCRETE/CMU 7.1/4I" 17-1/2' 4 17-1/4" 4
"-CMU
ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 1" 11-5/B' 8 14.3/8" 6
.N: %ieE�t
EBft4LaT DE BNrNDaDA,IDN ND 3Pe,B
2-#12 X3'PFH 32
SCREW C2
I-STRIKE PLATE E2
HOPPE#1965040 2-08 X 3•PFH
NOTE: SCREW 1-STRIKE PIAL E 1-TOP ASTRAGAL 1-SiBIKE PLATE
INSERT PLUG HOPPE#2098945 STRIKE PLATE HOPPE 41965040
INTO BED OF SILICONE 2-#B X 3"PFH DATE: 02.055.14
SCREWS
E oAo. DETAIL F2 DWG. Y: CHK. Y:
DETAIL C2 TYP.ASTRAGAL/ DETAIL I2 GL TJM SS MSS
TYP.ASTRAGAL . a DETAIL H2 TYP.TOP ASTRAGAL/
MULTI-POINT
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE SCALE: NTS
DETAILB2 1-BOTTOM SHOOT 2.49X 2112"PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION
ASTRAGAL ONLY INSERT PLUG BOLTINSERTPWG PFH SCREWS STRIKE LOCATION LOCATION 12 A010873A
DWG.q:
W/STD.REINFORCEM ENT PLATE (INSTALL IN SILICONE BED (INSWINGONLY) DETAIL E2 1-ASTRAGAL ONLY 4-49 CREWS PHI SCREWS 1/2"PFH
UNDER REINFORCEMENT PLATE) ASTRAGALONLYSTRIKE STRIKE PLATE PFH SCREWS SCREWS SHEET: OFB
�A1 2 DR CI gBOYE FROM
INSSNGBSILLSECTION VIEW HARDWARE KR nSW#GSR FIlLPLBDSECTION VIEW HKNITNDG SSCTODIROWNiN�VIEW ^L
SIntIWt
PREPARED RY:
BUILDING DROPS,INC.
390 E.DaN1a0EA[H OIVD,bIF 330
D4NIA BEACH,rl;n004
4 1/2'TYP. 41/2"TYP. vu:19541199.10
— — _ rAx:I9s4Vw.a3n
11/2"OFFSET TYP. wse:.w.m,malloo...�
om^�
N m0T
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OQ a�^v
SL230 SL130,LEFT SL130,RIGHT SL230,8'0' SL130,8'0" ¢ j Q
F Oa CC Lu min
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1
P.ANCHOR LAYOUT I REMARKS BY DATE
SL220,LEFT SL220,RIGHT SL300,LEFT 51300,RIGHT SL600 Add MDRFPoint Lo:k GL D6/23/14
VTIDlUl2x BUIX IN<ONIXETFJMlSCNxT
QUALIFIEDSKIN PATTERNS Add°Da11R°dSkin PaMms LS 12/21/16
.250f.010 ANosN.0 rmT es EsvvooucsoNaiNouox>AxEN
nen CDNTFMOF BuitOiNG M03,iHc
092+010
005 ,0301.030 ur[ainoWix DDo 1DwM.M4HUG WU.ux D*`D.xD
-. O ror 13. x*w, xM
11/4"MIN.EMBED TYP. `\\\\ �S F../y�
2
P.GROOVE DIMENSIONS `�`�✓L�;;G FSO
SEE TABLE
� WI
tj N I 2X BUCK ANCHOR TABLE '�0�................. `
i
`� 0 2X WOOD BUCK INSTALL. ,g E�Dda?Y•d4i°b
2X WOOD BUCK t
ANCHOR PER BUCK ANCHOR TABLE V8"DOORS e'o^DOORS *�,�;�j��f�
D.Nu e
MIN.EDGE MIN.CENTER FeFE nxr.OF AU11 IND 99il6
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER MAX.O,[. MAX.O.C.
3 2X WOOD BUCK INSTALL, q 2X WOOD BUCK INSTALL. suBSTRATE DISTANCE
SPA[ING AT SPACING AT
3 ExouscmoN ROE.Ew JAMBS JAMBS
ITW TAPCDN 1/4' CONCRETE/CMU 1-1/4" 2.1/2" 4" 25" 30.1/4" DATE: 02.05.14
NOTES: ELCO ULTRACON 1/4" CONCRETUCMU 1-3/8"-CONC. 1„ 4' 25" 30-1/4" DWG. Y: CHK. Y:
1.1/4•-CMU GLjTJM SS MSS
1.. 2X BUCK IS NOT FOR INSTALLATION ATSILLTHRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2.
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.N:A010873A
SHEET: OF 8
3
PREPARED BY:
BUILDING DROPS,INC.
• a4 n4Nla Dt4cHDtwsn»a
B f
—I4 DEACH,Pl3llgf
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INTERIOR EXTERIOR EXTERIOR /. INTERIOR Q C m d
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ta W
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OPERABLE HEADOPERABLE SILL
94 OUTSWING SHOWN-INSWINGSIMILAR 4 INSWING
ENDURA ZAIL4565F
F
REMARKS BY DATE
Add M,10-Point lock Gl D6/23/14
Nu L
4N0 SHAtt NOT=n0nUf40IN WNOt[M
x-HOUI WxIiTtN CDN[NT WIIOINGDPOP"-
Al)CM1gN1AD-.L x4HlgMIxD,DR-1-
P—IDIWSUOCUM—AP A 111DANU
8 ��`��rGS F'
8 .`
INTERIOR
7 INTERIOR EXTERIOR
- EXTERIOR - O
4
OPERABLE SILL OPERABLE SILL 98F � rf��`���
P O1A
qN NO.lDS)B
4 OUTSWING 4 OUTSWING
AFCO J-2297 OPTIONAL AFCO H-497
DATE: 02.05.14
DWG. Y: CHK. Y:
GL TJM SS�MSS
SCALE: NTS
DWG.a:A010873A
SHEET: OF8
4
t
- - - ----- ----- -- ----
- -------- -- -
PREPARED RY:
-HINGE SCHEDULE!
DOOR HEIGHT `1 QUANTITY 'HINGE DETAIL AT JAMB:
PLACE 09 X 2-1/2'PFH SCREW NEXT TO WEATHERSTRIP .�
6'-B" 3 BUILDING DROPS,INC.
4 \\ l9Bf OnNIn BFACIIBlVO.,SIE.13B
D4NIADE I .S100f
PH:{DBal39?Ruff
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• 4/Ed:wrx.buAGlnylr°pa,Eom
1
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C 1 w m m y
A5 2 INTERIOR 8 \ J c
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INTERIOR
xC N gasy
I �. I 1-09X2-1/2"PHILLIPS O of
\ / FLATHEAD WOOD SCREW p QI m Y
3-09 X 3/4"PHILLIPS O a Z
EXTERIOR \ 0 FLATHEAD WOOD SCREW y O ZT
EXTERIOR`
4-09 PHILLIPS FLATHEAD WOODSCREW l0 ccW^
14 USE 3/4"LENGTH FOR 6'-8'DOORS W = "
USE 1"LENGTH FOR 8'-D"DOORS O
MEETING STILE HINGE JAMB
5 OUTSWING SHOWN INSWING SIMILAR 5 OUTSWING SHOWN INSWING SIMILAR ~'
1-
F
FREMARKSSBY DATE
GL DS/13/14
ANOSxAIt NOTBE REVRODd<lOIN WII0.[Ofl IARf NC
101001 WRIn NCONf[NI Of WADING OROPf,INC.
PLSIMNDx9.AODRIDxf.NN: NO.OROlNFo
MAPRINGf IO Im5--
4 98 X 13/8-PFH
ONfalNl4-08X13/8"PFH `� F. O /ice
1-REINFORCEMENT PI.ATF `�Q'• ••CC�
g HOPPE 02512296 •b\�E•
/ * N 7o
_ -
/ Tf lT F ?
T
•Bvt CERT OE AUfxO QAlI0NN0.19f1N
r4;
PE MULTI-POINT LOCK
3-NB%2°PFH 73-08%13/8"PTH FORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14
I-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) f DWG. Y: CHK. Y:
15-0B%13/8"PFH GLI' SS/MSS
DETAIL AS (B-DUNUS) SCALE: NTS
HOPPE MULTI-PT LOCK COMES WITH HARDWARE
DWG.a:A010873A
FASTENING SHEET: OF R
5
—— 4V)
.1
PREPARED BY:
BUILDING DROPS,INC.
398E DANIA BCACII BLVD,11E,338
DANIA BEACH.FL]]DW
PNIASA13N9RAIR
FA%I—)133 J218
W CB:v.•w.DuIdmCdroPTcom
Q -O
Q �n
j m
m
OC1.
m N wLL�y
L1 Q F-- g F�Z cc
.�
2X WOOD BUCK OQ Q F %
mY
SILICONE WOOD ANCHOR U m
N
SEE TABLE ON SHEET 2
MINZ yEDGE DISTZ %/ WOODANCHOR (� 4 Q -
SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 Z 0
F w 0
W 2X WOOD BUCK ?F
W
N
2X WOOD BUCK
0.25' MIN. REMARKS
MAX. EDGE DIST. BY DATE
WOODANCHOR SHIM SEE TABLE SHEET2 ADO MoIU-P—L Lock GL 06/23/14
SEE TABLE ON SHEET2 MIN.EMBED.
SEE TABLE SHEET2
1 HEAD(TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL
6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR INSWING AN-11NOTE1 R3PAo000TDINwuae OR PAH*
ENDURA ZAIL4565F ALTTERATTAIN&AEDOI�i x ci�imllmxi.-1 oiiiia
AP[INDS 1.IRIS—IN.AID NOIP......DAND
IxvAL
WOODANCHOR WDODANCHOR ♦♦`
SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 ♦♦♦_t�ES F. Q
SILICONE SILICONE ♦♦♦� ,•, •
0
W N 7 _
W w 2X WOOD BUCKir
b -�'-� _...•..
2X WOOD BUCK w4DANIAG
MIN. MIN. FSPE HIT.OF AUTHo 10 IBM
EDGE DIST. EDGE DIST.
SEE TABLE SHEET2 SEE(ABLE SHEET2
4 OPERABLE SILL 7 OPERABLE SILL DATE: 02.05.14
6 OUTSWING 6 HIGH BUMP OUTSWING CHY:
AFCO J-2297 AFCO H-497 DWG. Y: K.GL�TJM SS�MSS
SCALE: NTS
DWG.a:A010873A
SHEET: OF B
]p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM C
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - V
PREPARED BY:
BUILDING DROPS,INC.
390 E,nANIA OF>CN BIW..Sl E.338
OANIA OE>CH.FL]IGGE
PN:1950)3'Y}ea)R
E>%19Rg2L>4)30
W F0:www.EuileinBE[BPt[am
p ,$
Q m 6
Q O
a, ~ Wl'-
MIN. 1X WOOD BUCK
E (OPTIONAL)
EDGE DIST.
R m g
Ci CONCRETE ANCHOR O Q [O
SEE TABLE SHEET �N SILICONE
z SEE TABLE ON SHEET 2 �v D
v \Q Lu
CONCRETE ANCHOR Q O a w y
SEE TABLE ON SHEET N a� F- Z-
o % c w Z C LT•,
W,sn CONCRETE/ M'lin l7
m MASONRY �-' Z her
' 4 z F WO OU F•�1
z¢� RV OTHERS u,
ED ^W']�.
N 1X WOOD BUCK '. '�•, I N lu ►"�
(OPTIONAL(
1+ r
/ 0,25• MIN.
`CONCRETE/ r
o F„ / / E> —�MAX' MASONRY EDGE DIST. REMARKS BY DATE
CONCRETE At L <, SHIM BY OTHERS SEE TABLE SHEET 2
SEE TABLE DNSHEET2 CONCRETE/MASONRY BY OTHERS Aad MNILLPolnl Lock GE06/23/14
MIN.EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR7 INSWING l+ N
ENDURA 2AIL4S65F xO+u RLVROouko)xaxaF Oe,ai+
vmmcx COWN+OF BUILDING aovs.INc.
L_'T PM.xBDIix)xS,NW DROm[B
.wFWG3 i0INI3 uocNMLNI PL NGIV NMIIIkB>Nn
CONCRETE ANCHOR - Nvsuoa
SEE TABLE ON SHEET 2 \\\\\ S F•I1/ 'Vii
CONCRETE ANCHOR
SEE TABLE ON SHEET SILICONE `�(G�• •�•p0
p% SILICONE cr) N 7
m,W d G m� A .y4
CONCRETE/ W _
CONCRETE/ 0 ••;9( (QP;••Tl/
MASONRY
BY OTHERS BY OTHERS F•� \\
MIN. MIN. 398E o �Jd 6Jm�T.-
EDGE DIST. EDGE DIST. Irtxo rsA+lal xO)vs)B
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL 7 OPERABLE SILL
7 OUTSWING 7 HIGH BUMP OUTSWING DATE: 02.05.14
AFCD J-2297 AFCO H-497
DWG. Y: CHK. Y:
GLfTJM SS MSS
SCALE: NTS
DWG•n:A010873A
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 8
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
PREPARED BY:
BILL OF MAI ERIALS
ITEMN DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK - "'- - r,•o
FINGER-JOINTED PINE 17
BUILDING DROPS,INC.
SOLID PINE 399 E.DANIA BEACH BtW.,S".339
1
DAN IA DEACN.r33004
FRAME HEAD/IAMBS LAMINATED VENEER t
LUMBER (dJ r+n lNsm.a,nN
svEB:w.w.e.ua med�oD3.lan
COMPOSITE
2 ASTRAGAL,ENDURA ULTIMATE HURRICANE 6063-T6 ALUMINUM
cl
4 n A
3 (NOT USED) - ] Lu
4 ENDURA ZAIL4565F THRESHOLD - Ln E"- g 9
Q o�mm
5 AFCO 1-2297 THRESHOLD - a O ^2 g=N N
6 (NOT USfD) C)
7 AFCO H-497 THRESHOLD
8 WEATHERSTRIP URETHANE FOAM& lCi3 L.3 ED
POLYETHYLENE Q p y 0 y
9 NON-COMPRESSION SHIM(0.25-MAX.THK.) COMPOSITE
10 2X WOOD(S.G.MUST BE 0.5508 GREATER) WOOD l7 ws
HANDLE
11 1X WOOO(S.G.MUST BE O.S5 OR GREATER) WOOD mo HEIGHT WO W ]�±
12 RIO WOOD INSTALLATION SCREW W/11/2-MIN.EMBEDMENT STEEL QD O
a
13 CONC./CMU ANCHOR(SEE ANCHORTABLE SHEETS 2&3) STEEL m O
14BUTT HINGE(SEE SCHEDULE SHEETS) - o F O
15 KWIKSET LOCK SERIES 400 STEEL
REMARKS BY DATE
16 KWIKSET DEADBDLT SERIES 78D STEEL
Add MD"pint Lack 6l 06123114
ED
17 HOPPE MULI-POINT HARDWARE HLS9000 STEEL tol
e
ANDS"t N0TEEA[PACD.-I W_OR PANT
16
AL-05M.ODntONS�N:4NlIGMIN4.DnO NFxG
ANAINGS ID INISDDCDNIl NI AN!NDI PlNNII IlDAND
♦♦♦♦� ES F. 0����ii
LT
® . v TT 7F
0.63'—T --k 1.38" =���•. A;=l(1w.
p_ G�
39 E.D
40%
FRAMES,
EAVE CEN%or+lDwAVAnDN ND.a95aA
O FESESEEBDM HEAD/JAS
O ANUDURAAITRA13AL O ENDURA ZAIL4565F THRESHOLD O AFCOJ-2297 THRESHOLD O AFCO H-497 THRESHOLD
VAR
� 0.06° C=
1 T� DATE: 02.05.14
� " � DWG. Y: CHK. Y:
GL/TJM SS/MSS
5.62• I I 'I SCALE: NTS
4.563'__1 4.G2" DWG.It:A010873A
1313•_ SHEET: OFB
8
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
,= Dania Beach, FL 33004
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro / Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 4664.1
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
a
Product: Design Pro/Smooth Pro/Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 6'-0"X 6'-8"(Nominal)
6'-0"X 8'-0"(Nominal)
Prepared For:
JELD-WEN, inc.
�tiiirrrr
3737 Lakeport Blvd. F pi
Klamath Falls, OR. 97601 ��� Q-�.• F '��
Prepared by: �� ' �-�• �O
Hermes F. Norero, P.E. _ yf< 7 * _
Florida Professional Engineer#73778
Date: 11/15/2017 % �O
Contents: �i���•�'••.....:.••.• G��`��
Evaluation Report Pages I-4 �'�is`9/ONAL<N
Digitally signed by Hermes F.Norero,P.E. HermeSrPWlt�A, P.E.
Reason:I am approving this document Florida No.73778
Date:2017.11.17 10:35:28-05'00'
i
BUILDING DROPS 1
Date: 11/15/2017
t A Perfect Solution in Every Drop! Report No: 4664.1
- Certificate of Authorization:29578
i
i
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro/Studio Fiberglass
i
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone(HVHZ)
6'-0"X 6'-8" (Nominal)
6'-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 1d of the 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 A010873,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,
II including 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.
4. Site conditions that deviate from the details of drawing A010873 require further engineering
analysis by a licensed engineer or registered architect.
j 5. See Installation Instructions A010873 for size and design pressure limitations.
.I
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
L, '
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017
Certificate of Authorization:29578 Report No: 4664.1
lI
4
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
National Accreditation&Management Institute (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3916-02 w/addendum 06/10/14
N CTL-210-3930-01 02/24/14
N CTL-210-3930-02 03/10/14
NCTL-210-3925-03 02/07/14
TAS Report Engineer of Record:Gerard J. Ferrara, P.E.
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
SJ W 2013-203-TAS 10/04/13
SJ W 2013-206-TAS 11/13/13
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJ W 2013-253 12/23/13
SJW2013-229 11/26/13
SJ W 2013-232 11/26/13
j SJ W 2014-032 04/22/14
SJ W2014-073 06/26/14
SJ W 2014-077 06/27/14
SJ W 2014-072 06/27/14
SJ W 2014-080 07/03/14
TAS Report Engineer of Record: Robert H.Zeiders, P.E.
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
4., Date: 11J15/2017
-� A Perfect Solution in Every Drop! Report No: 4664.1
Certificate of Authorization:29578
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84
Report#:3113726SAT-001 R1 Report Date:03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155
Report#: ESP010982P Report Date:02/26/13
I
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G.=0.55),use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of.1.25" into concrete or masonry:
1
C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions(A010873)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL
NOMINALSIZE DESIGN PRESSURE(PSP) MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
iPOS. NEG. POS, NEG.
i XX 6°-0" 6 60 60* 60 LMI &S(5r'II
50" SO
f
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
Florida Building Code Online
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Approval
d"bpr 00Product USER:Public User
P-A—f A—r—1 M—.>Pr-i—f nr A—hration Search>Annlication List>Application Detail
FL# FL20101-RI
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(651) 264-4178
Nicholas.Kopp@andersencorp.com
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative ]on Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
J,
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing,
• Certification Agency Window and Door Manufacturers Association
it
Validated By' Window and Door.Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
TAS 202 1994
Equivalence of Product Standards
Certified By
t.
i.
MI affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
littp:,'iwN'vw.flotidabtiiiding.org/pr/pr_app_dtl.asp.x?param=%vGEVXQwtDqsSY4JywRcv`/`2f5rssBMnxJO5MdCBYM5`/`2bjSstiv9MJFyaVag`/*3d`/`3d[1/29/201811:38:27AM]
Florida Building Code Online
_ -7 Documentation from approved Evaluation or Validation Entity
I OYes ONO ON/A
FL20101 RI COCSA201,01 SS 2017-08-15.r)df
Product Approval Method Method 1 Option A
Date Submitted 08/17/2017
Date Validated 08/17/2017
f Date Pending FBC Approval
Date Approved 08/23/2017
1 '
Summary of Products _
I.- ?
1 FL# Model, Number or Name Description
i ' .t.�.xa ......... ._._..._._ ........_..— --_..._.._-- ----_. . .. ..........
20101.1 i Series 5500/5700- Model Sliding Patio Door
5502HV/5702HV
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20 01 R1 C CAC0 HV-570 HV CCL.pdf
{, [ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/07/2026
? Design Pressure: +50/-50 Installation Instructions
Other: See Installation Instructions, SWD003, and Product FL201.01 R1 II SWD003 SS 2076-04-24.Ddf
}' Evaluation Report, PER4236, for installation requirements and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
i limits of use. Created by Independent Third Party: Yes
Evaluation Reports
FL 0101 R1 AE PER4236SS016-04-10.[2df
Created by Independent Third Party: Yes
«•
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
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
e 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
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.,
y please click berg_
- Product Approval Accepts:
1 ®EH M
Credit Card
Safe
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littp:/iw%,�w.floridabtiilding.org/pr/pr_app_dtl.asp)?param=%vGEVXQwtDgsSY4JywRcv%2f5rssBMnxJ05MdCBYM5%o2bjSsnv9MJFyaVag%3d%3d[1/29/2018 11:38:27 AM]
■ WHl IDOVY&DOOR
rY1��tIUF�,�;Tt�: ASSOCIATION Hallmark It Certificate of ..~` AMS, INC.
Conformance and License (CCL) Administrative Management
SV5Ic7n5,3nc.
Silver Line Building Products Mfr 1D: 440
One Silver Line Drive For more Information visit www.arnsce/t.com
North Brunswick, NJ 08902 Website:
TEL: 800-234-4228 ext
4644
Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate
440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11 Class R-PG50;Size Tested 1819mm 2026mm F3692.02-109-44 2/19/2016 1/7/2026
1819mm x 2026mm(72 x 80)
Type-SD;DP+50/-50 psf;
Water Test Press 360Pa
(7.52psf)
440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94 72 x 80,DP+50/-50 psf 1819mm 2026mm F3692.01-109-18 3/17/2016 1/29/2026
WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its
participating manufacturing plant(s), is licensed to use the WDMA Registered By. IALJohn tfcFee, VP of Certification Programs, FiDhl�Hallmark
Hallmark on product lines that have been manufactured in accordance with the
standards. It is further certified that the plant(s), facilities, quality control
procedures, methods, and processes of Licensee have been inspected by By. P��, ., ��� „h Rhonda Schot, .4Itthol•i2edRepr•eserrtotil�e,A11S
WDMA, and are subject to regular follow-up inspection and test. It is further
certified that samples of the product set forth above were tested and found to Program Sponsor: Program Administrator:
comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems,Inc.
330 N.Wabash Avenue,Suite 2000 PO Box 730, 100 West Main
Chicago,IL 60611 Sackets Harbor,NY•13685
TEL(312)673-4828 www.wdma.com TEL(315)646-2234 staff@amscert.com
C
a� WD-20 10/14/09 Friday, April 01, 2016 ---- - -
- - - age-1----- -----
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL
r" A Perfect Solution in Every Drop
954.399.8478 PH
I _ Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
l
August 7,2017
TO: Whom It May Concern
FROM: Hermes F.Norer'o,P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Silverline Building Products Corp.
j One Silverline Drive
North Brunswick,NJ 08902
FLORIDA PRODUCT '
APPROVAL#: FL20101
PRODUCT CATEGORY: Exterior Doors
SUBCATEGORY: Sliding Exterior Door Assemblies
I
SUBJECT: Product Conformance to the 6th Edition(2017)Florida Building Code
Dear Sir(Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found all
drawings, reports, referenced test standards, and associated ancillary tests as noted in the
currently approved documents listed below to be in compliance with the current of the Florida
Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard
- years has occurred between Chapter 35 of the 5th Edition and Chapter 35 of the 6th Edition of the
Florida Building Code.Therefore,all test standards listed below are valid for the 6t' Edition of the
Florida Building Code.
I
SECTION INSTALLATION CERTIFICATION CERTIFICATION
j INSTRUCTIONS NUMBER AGENCY QUA.EXP. TEST STDS.
i
Window and Door AAMA/WDMA/CSA
20101.1 SWD003 ,440-H-046.26 Manufacturers 01/07/2026 101/l.S.2/A440-11
440-H-046.27 Association TAS 202-94
Hermes F.Norero,P.E.
I Florida P.E.No.73778
Page 1 of 2
i
I
• I
j
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL
954.399.8478 PH
Certificate of Authorization:29578 e 954.744.4738 FX
contact@buildingdrops.com
To the best of my knowledge, all referenced & included test standards, methods of installation,
details, and performance ratings have been found to comply with the 6th Edition of the Florida
Building Code.
This product ismanufactured under a quality assurance program currently approved by the
Florida Building Commission.
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,
i ♦`��1111111/���
♦
S
```�♦♦ F.
Z1. 0
+ — 7
10�:. h'� �crcu
00
S/ONA1 E� ♦♦% Digitally signed by Hermes F.Norero,P.E.
'1111,����111%%0 Reason:I am approving this document
Date:2017.08.15 13:23:07-04'00'
` Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
i
i
I
i
I
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f
i
Hermes F.Norero,P.E.
Florida P.E.No.73778
Page 2 of 2
SILVER LINE BUILDING PRODUCTS- silver Line
hrAndersen
INSTALLATION NOTES: SERIES 5500/5700 �,NeeW=.oeeRg
MODEL 5502HVI5702HV PATIO DOOR ONE
,(752)LINE 5-1000 E
1. ONE(1)'NSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION NORTH RRUNSWL04,w 08902
_
SHOWN. PN.(752)435-1000
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE (NON—I > l,i ao m
MPA C T) N N m o
MAXIMUM SIZE LISTED.
0
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 >O p Q m
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS N p 0 Q v
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT O g c
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. j c ¢w Z
wa- v~iw T p¢w
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE GENERAL NOTES: p <H a
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED ca a 2
OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS Iii Q w p X
MANUFACTURED TO COMPLY WITH THE 5TH EDITION W rn
5. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING (2014)FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ SHEET REVISION SHEET DE5CRIPTION a m d
USE NIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH AND HAS BEEN EVALUATED ACCORDING TO THE
MI NIMUM EMBEDMENT INTO WOOD SUBSTRATE. FOLLOWING: 1 - INSTALLATION 4 GENERAL NOTES L�TyJJ
• AAMA/WDMA/CSA101/I.S.2/A440-11 F-
6. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO TAS 202-94 2 - ELEVATION,ANCHOR LAYOUT&GLAZING DETAIL �
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH 3 - VERTICAL 6 HORIZONTAL SECTIONS(THROUGH FRAME)
DIAMETERITWTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH 2. ADEQUACY OF THE EXISTING STRUCTURAL
MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.1 1/2 INCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 _ VERTICAL G HORIZONTAL SECTIONS m
EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF (OPTIONAL ACCESSORY FLANGE) /�
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT V!
7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE Z
R10 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF O
OF 3 THREADS PENETRATION BEYOND METAL WALL. INSTALLATION.
Z
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 3. .1X AND 2X BUCKS(WHEN USED)SHALT.BF DESIGNED AND
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 2 FOR v! F-
FURTHER DETAILS OF BUCK INSTALLATION. �`'�
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OFtj
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE w
w
COATING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ��// p
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION Li
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, =EHEIGHT
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITEDESIGN MISSILE
FROM FRFF.EDGE OF BLOCK OR FDGF OF MORTAR JOINT INTO FACE SHELL OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
BLOCK. NON-HVHZAREAS.IN HVHZAREAS,ONETIME PRODUCT RESSURE IMPACT RATINGAPPROVALTO BE OBTAINED FROM MIAMI•DADEREROR
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR AHI• 0/-50 PSF NON IMPACT Z
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
USED IN SUBSTRATE .SWITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER. THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
`1 ,......,,••• 6n�
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON 6. FRAME MATERIAL:PVC OQ�;!.:,' ,� �•
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: r t o O
A.WOOD-MINI MUM SPECIFIC GRAVITY OF 0.55. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET 2 FOR GLAZING DETAIL. LL
C.GROUT-FILLED CMU.UNIT STRENGTH CONFORMS TO ASTM C-90 WITH N F-'ti�J N.•< 3
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH J� F
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. I77''IS/ •*Q�yO,`�•,
E.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI-MINIMUM WALL THICKNESS
OF 47,8 MIL(0.0478"or 16 GAUGE).MIN.1/2"EDGE DISTANCE. m CO L"' jlL U)
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF O Z S<: Q F
1/16".MIN.1/2"EDGE DISTANCE. m ?�J Z V Z
Digitally signed by Hermes F.Norero,
Reason; m
I am approving this docuent
Date:2016.04.2414:07:29-04'00' DWG#:
SWD003
FL#: FL20301 SHEET: •1 OF 4
:l
Q, .
Silver Line
MAX.FRAME
4Andersm
WIDTH 715/8"'
B P MAX.DLO. 6"MAX. "
3 4 WIDTH 31" 15"O.C. ._..J I �I FROM wiRRRw:.oR oae
--CORNERS TYP. ONE SILVERLINE DRIVE
NO0.Tt 9RUNSWI[K,Nl OB902
PIt(752)435 1000
_ H G
4 4 = I Z m
w Y
MAX.FRAME 3 "O" "X" s "0" "X" n"o a d vI m
HEIGHT 79 3/4"
131/2"MAX, op z ¢
I c O.C. in Q az�., H m< LL
MAX.DLO. 2 I w 6 0 m N m
HEIGHT 73" Q w p _¢
� w m 10
1 u w Q w a s
w Lu gy m
m
L � d
A E 6"MAX. }
3 4 FROM J Q
CORNERS TYP.
ELEVATION ANCHOR LAYOUT m
SLIDING GLASS DOOR THROUGH FRAME
INTERIOR VIEW
Z
O
H Z
NOTE: 3/4"O.A.I.G.GLASS H H
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE CON5I5TING OF:
ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER /8"TEMPERED W 1n
SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C.
SPACING SPECIFIED 15 NOT EXCEEDED. 1/2"AIR SPACE (Y p
1/8"TEMPERED
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
INTERIOR
1/4"ITW TAPCON ANCHOR EXTERIOR INTERIOR
/ � p
6"FROM CORNERS
16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT I1 ����T
DEPTH TO FULLY SUPPORT
11/4"MIN. WINDOW FRAME.
EMBEDMENT BY OTHERS 0.� � r�I L`0,p �
INTERLOCK /
REINFORCING - 3/32"SETTING BLOC _ MIN.GLA55 Li
!o•• GALVANIZED STEEL o BITE 1/2" 'un)
•; -,
1 1/2"MIN.EDGE
' DISTANCE y •;hz
EXTERIOR GLAZING DETAIL 1
11/2"MIN.EDGE ��ii y *PR0`
DISTANCE CONCRETE/MASONRY
BY OTHERS I HORIZONTAL SECTION �
15� m'n -"
NOTE:
MEETING RAIL ALL GLAZING CONFIGURATIONS SHALL COMPLY a m Ne 2` V Z
T WITH SAFETY GLAZING REQUIREMENTS 0 ptn
BUCK INSTALLATION DETAIL OUTLINED IN CURRENT FRC AND/OR ASTM E DWG#:
1300-04, 5W[)003-
SHEET:
`A/D00"]SHEET: 2 OF 4
b}
#10 WOOD SCREW Silver Line
INSTALLATION ANCHOR hrAndersen
CAULK BETWEEN _ 11/4"MIN.EMBEDMENT
CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY&1X
CAULK BETWEEN
3/4"MIN.EDGE WOOD BUCK BY OTHERS 1/4"MAX. '
97
wmoows.0000s
CONCRETE/MASONRY&2X DISTANCE SHIM SPACE INTERIOR
ONE SRN5WINE]RIVE
WOOD BUCK BY OTHERS n NORTH BRU52)435.100 08902
,A: 11/2"MIN.EMBEDMENT 11/2"MIN.EDGE vN-pszioasaaoo
2X WOOD BUCK DISTANCE a��� SEE GLAZING
BY OTHERS 4 DETAIL,SHEET 2 > m m
1/4"MAX. ` = Z m +
SHIM SPACE �''••.T / o a H m$ q
EXTERIOR FINISH Q — ` Z
m
HERS e �� } 3/16"ITN
W TAPCON J / \ =a _ a
IPERIMETERRYSOEATIANT�� Q
INSTALLATION ANCHOR 00 R
BY OTHERS Q CONCRETE/MASONRY / ¢ j w Z m Q LL
BY OTHERS " a ^ T n N m
O.A. FIXED HEAD REINF. 1X WOOD BucK EXTERIOR a j Q H a
UNIT GALVANIZED STEEL / (OPTIONAL)BY OTHERS w > ¢ m w a a
HEIGHT EXTERIOR •( / INTERIOR a rn
EXTERIOR FINISH ir-
UNIT W� '�' ��'BY OTHERS O.A.
SEE GLAZING PERIMETER SEALANT WIDTH
DETAIL,SHEETL 2
BY OTHERS a
VERTICAL SECTION rDj--� HORIZONTAL SECTION
3 HEAD-2X WOOD BUCK
JJ
JAMB-1X WOOD BUCK INTO CONCRETE/MASONRY
THROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE Z
. H z
� o
1/4"MAX.
SEE GLAZING SHIM SPACE 3 THREAD PENETRATION w th
DETAIL,SHEET 2
BEYOND METAL FRAME 10
INTERIOR
O.A. EXTERIOR INTERIOR —
UNIT 3/4"MIN.EDGE
HEIGHT / ) DISTANCE
FIXED SILL REINF. I Z
GALVANIZED STEEL ` \ �p #10 SELF-DRILLING GRADE 5 ���Q
INSTALLATION ANCHOR O a3� �
_ 1/4"MAX. SEE GLAZING J �� �Q ,,._.•••.., Nj ro
PERIMETER SEALANT SHIM SPACE DETAIL,SHEET 2 "
BY OTHERS O' rl .
METAL SUBSTRATE BY OTHERS ,
11/4"MIN. (SEE INSTALLATION NOTE#12,SHEET 1)
EXTERIOR FINISH N f-
BY OTHERS EMBEDMENT EXTERIOR '' SHEATING BY OTHERS y�'•..��Z .,
CONCRETE/MASONRY < EXTERIOR FINISH BY OTHERS 'i��'d�y•• .PRpF��$W
BY OTHERS 11/2"MIN.EDGE O,A.
PERIMETER SEALANT BY * o
3/16"ITW TAPCON DISTANCE WIDTH UNIT OTHERS F5HEE x ¢~
INSTALLATION ANCHOR Z
VERTICAL SECTION r HORIZONTAL SECTION SILL-CONCRETE/MASONRY3 JAMB-METAL STUD HROUGH FRAME/NO FLANGE THROUGH FRAME/NO FLANGE D003
3 of it
7i
D,
CONCRETE/MASONRY BY OTHERS SIIVeT LICK'
CAULK BETWEEN byAJldel'sen
CONCRETE/MASONRY 6 2X
WOOD BUCK BY OTHERS
#10 WOOD SCREW 3 THREAD PENETRATION F72
2X WOOD BUCK _ 3/4"MIN.EDGE INSTALLATION ANCHOR BEYOND METAL FRAME w E n L E V c
BY OTHERS DISTANCE 1/4"MAX.
ONE SILVE9lINE DRIVE
CAULK BETWEEN - 1 ~I� SHIM SPACE N09TH BQUNSWIGK,NJ 08902
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SHEET: 4
OF 4
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
Of
Silver Line Building Products
Series 5500/5700—Model 5502HV/5702HV Patio Door
(Non-Impact)
for
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Florida Product Approval
FILM, FL200101
Report No. 423
5th Edition Florida Building Code
Method: 1 -A (Certificate)
Category: Exterior Doors
Sub- Category: Sliding Exterior Door Assemblies
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Product: Mode[5502HV/5702HVPatio Door
Material: PVC
Product Dimensions: 71518"x 79 3/4"Max 0.A. (XO)
Prepared for:
S11,;cr U5.w Building flr-)( rets
One 'silver line Dr-.
Noii-th Pr-trars vick, NJ 08902
SES F 0
Prepared by: ��`��i,Q;• ' .�-p �% ,
i-€er iDes F. lore,€, '?k,l?. -
7
Florida Professional Engineer#73778
Date: 03/09/2016 = T T =
Contents: �i -•... .•••'' 6Z���`
Evaluation Report Pages 1 —4 '**'%i`s`StONAl-'E�
Digitally signed by Hermes F.Norero,P.E. /I/11 ,"%N
Reason:I am approving this document Hermes f�!Mdlr�t�0, P.E.
Date:2016.04.1016:02:37-04'00' Florida No.73778
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n
BUILDING DROPS FL#: FL20101
_ >
Date: 03/09/2016
A Perfect Solution in Every Drop Report No: 4236
Certificate of Authorization:29578
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Manufacturer: Silver Line Building Products
Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Model 5502HV/5702HV Patio Door
Scope, This is a Product Evaluation Report issued by Hermes-F. Norero, P.E. (FL#73778)for Silver Line
Building Products 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 51h Edition Florida Building
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Code.
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See Installation Instructions SWD003,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
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Limits of Use:
1. This product.has been evaluated and is in compliance with the 5th Edition Florida Building
Code,including 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 51h Edition Florida Building Code and does require an impact resistant
! covering.
4. Site conditions that deviate from the details of drawing SWD003 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD003 for size and design pressure limitations.
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Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
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BUILDING DROPS FL#: FL20101
A Perfect Solution in Every Drop Date. 03/09/2016
Certificate of Authorization:29578 Report No: 4236
Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a
Certification Agency through Window and Door Manufacturers Association (FBC
Organization#:CER1508).
,Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• TAS 202-94
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Referenced Data:
1. Product Testing performed by Architectural Testing
(FBC Organization# TST1558)
Report: Dated:
F3692.01-109-18-RO 02/09/16
F3692.02-109-44-RO 01/21/16
2. Certification Agency
Window and Door Manufacturers Association
(FBC Organization#:CER1508)
I 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
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Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FL#: FL20101
Date: 03/09/2016
A Perfect Solution in Every Drop Report No: 4236
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25' into concrete or masonry.
mama
C. For concrete(Min.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25' into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy=33 ksi),use#10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD003)for anchor spacing and more details of the installation
requirements.
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{ Design Pressure:
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j "Design Pressure
Positive 50 PSF
Negative 50 PSF
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Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4