HomeMy WebLinkAboutProduct Approval 32" X 80"
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REPLACE DOOR IN 1 OPENING ONLY.
NEW DOOR TO BE IMPACT RESISTANT-
HURRICANE SHUTTERS NOT REQUIRED. ;I
OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES;I COMMENTS
NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG1.
1 32 80 17.78 4 37.3 1 -40.5 FL16708.2 65.0 1 -65.0 SIDE GARAGE-LSMI
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REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.
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SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN ROOF HEIGHT= 15 FT 4 IN
TOMPSON RESIDENCE
18503 KITTYHAWK COURT DOORi REPLACEMENT PLAN
PORT ST. LUCIE, FLORIDA
03/13/2017-2:24pm masonb VAProjects\2014-MPS\400 Wind Charts\ Reference100.MPS14.400 Series C&C(Current)Gordon.dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof _ Roof 1. TABLES ARE INTENDED TO DEPICT THE_WORST CASE'PRESSURES.'WORST CASE'IS
Tributary Area(S Ft) _ Tributary Area(Sq Ft)
Height 10 15 20 25 30 3 �-4'D 50 - ",eight 10 15 20 _2_5__F_30 35 40 45 50
DEFINED AS THE CRITICAL GO ITION ANYUNKNOWN VARIABLE AS DESCRIBED BELOW.
g y- USE OF CRITICAL COfDITIONS.R_ FOR U ITH THESE TABLES.
T - - - 2. TABLES VALID O L 1 LD G_- F 'ROOF HEIGHT AS LIMITED ABOVE.
-41.0 40.0 39.3 38.7 38.3 3 19 -7� .0 50.6 48.6 -07.2 -06.1 -45.2 -44.5 -43.8 -03.2 -42.7 1�-.N
0-15 ft +37.8 +36.1 +35.5 +35.1 +3 .7 4;- a�l 3t /0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID FOR ALL OF;� •P,�S.APPLICABLE REDUCTIONS FOR ROOF SLOPES
/ LESS THAN OISHA B ERFORME BY E GINEER AS A SITE SPECIFIC CONDITION.
16(t -41.6 -40.5 -39.8 -39.3 -38.8 -3p!4 - `13 .8 -3$ 16 ft -51.3 -49.3 -47.8 -06.7 -05.8 -05.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BU)L•I -AN,AVE E ROOF HEIGHT.IF THE MEAN ROOF HEIGHT
+38. +37.3 +36.6 +36.0 +35.6 +3 .2 +3., 34.6 4 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIQQ-�D�US -PEAK R 0,, gIG}jT.
-42.1 -40.3 -39.8 -39.3 -38.9-- `6 =38.3- - :0 -52.0 -49.9 -08.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 S. ALWAYS ROUND RIBLI0 OPENING
VALUE ST CONSERVATIVE ASSUMPTION.
6.CALCULATE THE TRIBUTA AR "OF HE OPENING IN QUESTION(HEIGHT*WIDTH)OR
17 f[ +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 --+34.7 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUC ED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT=/3).USE THE AREA BETWEEN-STRUCTURAL
18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BENGS ONLY-THIS INCLUDES IDENTIF ED,THE SMOSTT REAS BETWEEN CRITICAL(0 SQUARE FRAL MULLS. IF THE EET)SHALL
-43.1 -02.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -06.7 -46.0 -05.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -00.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 7.T=47.0_- -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 f[ +40.6 +39.5 +38.7 +30,2i z±3 +36?91 67 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-44.4 -43.4 -02.6 -42.0 -41.5 -41.1 -00.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5.0 -0 . -48: -.5 - `.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22ft +41.0 +39.9 +39.1 +3 .5 X38; - 371._ 7�J ,37.0 +36.7 1GENERAL NOTES:
-44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5.4 -q �4 .6 -0 .9 X47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 +3 .9,�3.. +38.0 7,, 3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -Mr ._?9 -49 - .4 - :7' -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft +41.7 +q0.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38.7- ""+38.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -01.9 -01.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -07.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -S6.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -433 -02.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -503 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND COR ESPOND_ING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft -06.8 -45.6 -44.8 -44.2 -43.7 -03.2 -42.9 =42:5----42. _ 18 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 COEFFICIENTS LISTED_HEREIN SHALL E D CFATED.AND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +39:6---+39'. .9 +38! 'i +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM [JT'AND_-PBRMI, OLDER. ARRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4 .6 4 t -=4 - -` -.6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D EA�t1��--,-;,�.
/29 ft 5.THIS SPECIFICAT O ISlTJ,OT`SfJIEIYi+DE - •,rOFPER ANY PRODUCT APPROVED
29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +3,9.9 X39: +3 - 8_� i +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REF RTO-ANYrSEPARA7E-[�y)�MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4 .9 - 43.2 -0 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DES G - I 9L1.�1TION FOgRMATION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4 .2 -t3 . +39.5 g 21 30 f[ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS TO VERjFyIED�fiY OT,ryE_ IN ACCORDANCE WITH GOVERNING CODES.
- 6.ADHERE TO ALL[ACAL"IMPICET�P�OTE- O STEM ORDINANCES.
32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -04: ,.`il 3. . -4 :5 32 h -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION-IS`OF�EKED-FOR - E IfGRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3'- 4 _ 9J +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PRbVIDF,QyE EIN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
35 k +45.2- +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4REQUICREND.__ ROOF
PEAK ROOF
_- -50.4 _-49.2 --48.3 -47.6 -47.1 -46.6--46_2-=45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5
WHICHEVER IS SMALLER,BUT NOT LESS THAN-4%OF LEHEIGHT
40k - -40ft -_ - - - - -- _ -- -DIMENSION_OR-3_FT-(im)._USE_ZONES_IF AT ALL IN_QUESMEAN
+46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -07.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF
AVE HEIGHT
45ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 OOF-52.8 -51.5 -50.6 -49.9 -49.3 -08.9 48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 IGHT50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48 7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6-53.9 -52.6 -51.7 -50.9 -50.3 -49.9 49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 ® I 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.6 +44.5 55 f[ +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 5-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -503 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURESISOMETRIC
In 0 o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING g�_ o mp
D O INIT ISSUE GSS TSB 03/05/12
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m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2014 EXPRESS° z O w NO
~ REV 2014FBC DGM TSB 06/10/15 �. (-�� rw,z
� _ ASCE Z10, CHAPTER 30 CORPOR-E OFFICE: m I u °Jm
, SUITE 106 - _ --w
Imo• DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL_3442 0 _
MASTER PLAN SHEET
z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 i + In
x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885L F z LI p
O r m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 7- 10
E:HELLO@ENGINEERINGEXPRESS.COM -mp z
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT NOT ASCE
W PERMITTED AND WVAUDATE OUR CERTIFICATION. < m
o ENGINEERINGEXPRESS.COM
FloAda Building Code Online
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Prco Uct Apprpval M.PnkL> 'Crochet or'Anolication Search>Application List>Application Detail
i FL# FL16708-114
Application Type Revision
- Code Version 2014
I
f t} Application Status Approved
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i
,( �. Comments
Archived �
3 ,
;•_..l I _ Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
1 fbcl@jeld-wen.com
CIf�}t,
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
fir ,
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
ei Address/Phone/Email
Category Exterior Doors
' x I
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
1,1
iPt Engineer �I
❑� Evaluation Report-Hardcopy Received
r€ Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation Report
r1 Florida License PE-73778
l�)
Quality Assurance Entity National Accreditation and Management Institute
� ? Quality Assurance Contract Expiration Date 01/01/2018
,a
Validated By Locke Bowden
i ❑� Validation Checklist-Hardcopy Received
i
Certificate of Independence FL16708 R4 COI COT JW SS 2015-04-27.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
3 ,
I I TAS 203 1994
i{i
�( Equivalence of Product Standards
http:/,%vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2f]Zm6TudWOg6cFU1G6KCFGtgnSaXVVWN87y37CZg%3d%3d[7/14/2015 1:34:03 PM]
Florlda Building Code Online
Certified By
l{
a Sections from the Code
i
Product Approval(Method Method 1 Option D
i
` i Date Submitted 04/15/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
P jl
�Summary of Products
FL# iModel,Number or Name Description
16708.1 Desi n Pro/Smooth Pro Fiberglass Single X Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
9 9 9 ( ) P P
�— -- — Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R4 II A016871A.Ddf
f APP roved 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 'I
�i Other: FL16708 R4 AE PER3480.1)df
16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R4 IT A010872A.Ddf
Approved for use outside HVHZ:Yes Verified By:Hermes E.Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: F1.16708 R4 AE PER3481.ndf
Created by Indepehde,nt Third Party:Yes
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R4 TI A010873A.Ddf
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:'
-ts Other: FL16708 R4 AE PER3482.Ddf
Created by Independent Third Party:Yes
1 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8—and 6-0 x 8-0 Inswing and
Outswing
' Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R4 IT A010874A.rdf
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 R4 AE PER3483.odf
Created by Independent Third Party:Yes
16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)'(X,O/O,X/O,X,O)Impact Opaque Door 9-0 x 6-8 and
9-0 x 8-0 Inswing,and Outswing
1 Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Ll 7 R4 II A 7
PP F 6 O8 D108 SA.odf
Approved for
use outside HVHZ:Yes Verified B : Hermes F.Norero P.E.7 77
Y 3 8
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: FI-16708 R4 AE PER3484.ndf
{ I Created by Independent Third Party:Yes
16708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s),i(X,O/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and
i
9-0 x 8-0 Inswing and Outswing i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FU6708 R4 TI A010876A.Ddf
't(
Approved for-use outside HVHZ:Yes Verified By: Hermes F.Norero P.E.73778 y PP
( e Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
t
Other: FL16708 R4 AE PER3485.Ddf
t ! Created by Independent Third Party:Yes
i
16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Door 12-0 x
1 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F1...1.6708 R4 II A010877A.Ddf
Approved for use outside HVHZ:Yes Verified By:HermesT.Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
�sF Design Pressure:N/A Evaluation Reports
http:/,,nvw.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TudWOg6cFU1G6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PM]
Florida Building Code Online
Other: �FL16708 R4 AE PFR3486.1)df
Created by Independent Third Party:Yes
16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-
'+ 8 and 12-0 x 8-0 Inswing and Outswing
R
Limits of Use I Installation Instructions
Approved for use in HVHZ:Yes FL16708 R4 II A010878A,ndf
Approved for use outside HVHZ:Yes Verified By:Hermes Fa Norero,P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports j
....i } Other: FL36708 R4 AE PER3487.ndf
Created by Indeperident Third Party:Yes
FM I IMr
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
i
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to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,pleaselcontact 850.487.1395.*Pursuant to Section 455.275(1),
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Product Approval Accepts: l�
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398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect
Beach, FL 33004ect Solution In Every Drop 954.399.8478 PH '
F Certificate of Authorization:29578 954.744.4738 FX
contact@buiIdingdrops.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.97691
!
Dear Sir (Madam), !
To the best of my knowledge, the above-mentioned product conforms to the current
edition of the Florida Building Code.
!
Please note that I do not have, nor will I acquire, a financial intere,st'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).
RespectfuIIVsubmitted,
SES F' O
-�� =�
° t
T T Ir
Qj
Digitally signed by Hermes F.'Norero,P.E.
/fill 1+++t%%N' Reason:I am approving this document
Date:2015.04.27 20:14:14,-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page I of 1
I !
PREPARED BY:
BUILDING# OPS,INC.
JELD-WEN
}V I N D O W S & DOORS 3➢BF.aGNwblBEHBIVa S.E.JJB
371/2"MAX. o oFaor,nJM
1m8018
O.A.WIDTH rn•:19saPna.a>sa
wrx:w.x.maemge.w:mm
DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. s Lu
IMPACT APPROVED s O.A.WIDTH J u
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 a o w z o m
e a� lug wLL "N
GENERAL NOTES: a Z
o0
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA m S a ~
W 5 f ACTIVE g o a p
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 00..! a Im ma 8 z
• TAS 201-94 i7 so s 9 O K6—a' 1 R W a
3 Z s • ACTIVE 3 9 Z d • s s w o
• TAS 202-94 =i7
• TAS 203-94 a Ci s s z O p W _J LLJ
a C2 yo
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE O g m O 'JH•,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 22CLCA
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF LU 1"r>
INSTALLATION. LLJ' cc
cc ^7
r
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
F
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED a a s s e 9 3 q s B 8 9 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISL I I I I
4 4 a q a q a q 4 a a 4 a a dAOF 5111,MPLla RadIYSLLcL /zs/J4
DOCUMENT.
(1 TYP.ELEVATION 1 (1 TYP.ELEVATION 2
srooEnFinaxr 1 rr rpoR lmcxr
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
5. GLASS MEETSTHE REQUIREMENTS OFASTM E 230D GLASSCHAHIS.SEE SHEET 6 FOR GLAZING DETAILS.
axn sHJuxmelxnmwian .ur
6.
' wm roar wvmw mxw+F eF eumwc own,me
FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN
nLnPrnarrs.m•wmrmxx mvcnu�mFO1owm
GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES. w olacram
• /�
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. S�``` �S F 5/111111O7J",,'
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT .. •.���''
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 21.0 \•••• O i^
NOTE: 7
DOORS SHOWN ABOVE MAY BE LEFT =* 7 �-*
OR RIGHT'NAND OPERATING DOORS _
a . T T 9 Q
TABLE OF CONTENTS V4���„`
SHEEP REVISION SHEET DESCRIPTION igitAy signed by Hermes F.Norero,P.E.
eason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
ate:2014.07.06 095639-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS
NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILE DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL TJM SS MSS
WIDTH HEIGHT RATING SCALE: NTS
5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG.
6 A GLAZING DETAILS X 3'-0" 6'-8" 6565 65 65 LMI&SMI DWG.#:A010872A
mr-rm7 A WOOD SUBSTRATES 65 65 SHEET: OF9
_ 8 A CONCRETE SUBSTRATES X 3'-0" 8'-0' 50 SD 50 50 LMI&SMI
-SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. -
9 A COMPONENTS&BILL OF MATERIALS —"- "--- --- -
PREPARED BY:
INSTALLATION NOTES: ftl
1. ONE tl)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. IE®y
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
398 E.DANIABEMI DIVD.,5TE.918
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE oANrAeEncx.«�row
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
371/2"MAX. EpE:IDsglu a�9e
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMITEDTO O.A.WIDTH
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP.
LU
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TYP. 0 -�
3e^�$
OR HAVE ACORROSION RESISTANT COATING,AND SHAlL BE INSTALLED IN ACCORDANCE WITH ANCHOR n: d � Z m N
INSTRUCTIONS.'
MANUFACTURERS INSTALLATION IN . - - O-A_y,- -�-
.__ - __O—-......_� aY�1
AY
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR t8 CC CC Z v ^
w4
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE CL N g a
SHELL OF BLOCK. 4.4 F-
6,
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK _ o m g
s O d
CONCRETE/MASONRY CONSTRUCTION. M w m h Q
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE o 4 �o
FOLLOWING PROPERTIES: zV,- x 8 u Z =
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z LWJ `
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 3¢ a w w Z
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHo N
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSt. s a'
B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. - _ REMARKS BY DATE
9, OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM as ADnyR,My lack Rad7ns LE.GLk A2
t13n4
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
P.ANCHOR IAYOt}7
ANCHORTABLE c
AND9INLLHDiM4EPeDDUQDIN DLL DB VNtI
6'B"DOORS WO DOORS WrtuomwmmcNm�E«ror caxDEs.ux
Al1ElUn Tos mfu"+wriwEnOT 0.fRwERtlEAMD
ouAtt
ANCHOR MIN. MIN.EDGE
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. ,\%J111111111"/r
SIZE EMBEDMENT DISTANCE ACING AT SPACING AT
F. O
JAMBS JAMBS NOTE: ����41 •'
rr
ZX WOOD BUCK HO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. +O
WOOD SCREW a10 OR FRAMING 1.1/2" 3/4" 17.1/2" 17.1/4' 7 w.
.Z. :..h.
ITWTAPCON 3/16" CONCRETE/CMU 1.1/4" 2-1/2" 17.1/2" 17-1/4" '(
r
1-
p
3/8 -CONC.
-ELCOULTRACON' 1/4' CONCRETE/CMU. 17-1/4"-
L-1/4" CMU
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ITW TAPCON 3/16" CONCRETE/CMU 1.1/4" 1" ID' 34-3J8" r°E�cmtet \'� e
B2 2.09X21/2"PFH
41 SCREWS DATE: 02.05.14
DETAIL D2 25 26
PFH 9SCREWS PFH MULTI-PONT SHOOT BOLT GG YJM SS MSS
PLATE LOCATION SCALE: NTS
(RH PLATE SHOWN(
DETAIL B2 Dz DWG.a:A010872A
TYP.HOPPE 1-BOTTOM SHOOT
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: Of8
PLATE LOCATION HOPPE 92098911
SILL SECTION VIEW C HEAD SECTION VIEW
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SEEDETKL82 SEE DETAR08
PREPARED BY:
1Z
BUILDING DROPS,INC.
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11/2"OFFSET
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WOMOUT WPFIILN COMCM Di OYOOVIG W03,INL
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ZX BUCKANCHOR TABLE ��!(/�; ,��
Vd O G 61"DOORS 8'0"DOORS
=7�
z •�
__ _ _ _ ___ _ L7 h_'�'• _
MIN.EDGE MIN.CENTERz ANCHOR M0ANC
ANCHOR-TYPE SUBSTRATE DIST.TO TO CENTER EMBEDMENT--
NLAX -MAKOCT T q SI2USUBSTRATE DISTANCE .. O '
r' _ - - - - = --- - - -- SPACING AT_ SPACING
2X WOOD BUCK INSTALL. --—- _ 7AM -_IAMWS 1U1•�G� ��---------'
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" �� ` `" 'L��,
revL�ml �ry1 ivc
�2X WOOD BUCK INSTALL.BUCK INSTALL. 2�BUCK INSTALL. Elco uLTRAcaN ]/4" CONCRETE/CMU 113/4=CMU ]' 4° 2s" 30-1/4"
Dloss sLnlox SIOLI(IEW
DATE: 02..05.14
NOTES: DWG. Y: IK_ Y: C
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. GL/T1M SJ'MSJ
SCALE: NTSA
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.JhA010872A
SHEET: OF 9
PREPARED BY:
lo
BUILDING DROPS,INC.
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ENDURA ZAIL4565FAFCO J-2297 l7 F—
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OPERABLE ADA SILL G OPERABLE-SILL OPERABLE SILL
4 INSWING/OUTSWING 4AFCO INSWING 4 OUTSWING `````L1 S11F111/JJ7j''
ENDURA HCIS000 A-276/P-20th OPTIONAL AFCO H-497 �� . ��
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INTERIOR EXTERIOR TIM
B INTERIOR EXTERIOR
DATE: 02.05.14
DWG. Y: CHK. Y:
GUTJM I SS MSS
SCALE: NTS
g OPERABLE SILL OPERABLE SILL DWG.n:A010872A
4 OUTSWING 4 OUTSWING SHEET: OF9
OPTIONAL AFCO A-117 OPTIONAL ENDURAZOBL4565F
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL AT IAMB: Q
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
DOORHEIGHT QUANTITY
BUILDING DROPS,INC:
3 »a e.w.xw ePaLa eLvo_sie va
0 -A M..'L]3000
4 \\ PR 195!1-73
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EXTERIOR EXTERIOR` l7 N o
4-#9 PHILLIPS FLATHEAD WOOD SCREWS W OC ;
17 USE 3/4"LENGTH FOR 6'-8"DOORS O Q 1
USE 1"LENGTH FOR 8'-W DOORS 2 Fes:
LOCK JAMB HINGE JAMB ;
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR ~
f
REMARKS BY DATE
d ADAa19,MP Lock,Radia LL GL /23/14
9-#9 X 1 3/4"PFH 3-#8X2"PFH 13-#8X13/8°PFH(6'.B°UNITS)
8-#9X 21/2'PFH W1 HARDWARE 15-#8X13/B°PFH)8'-0°UNITS) t
W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) W/PLSI T HARDWARE PLATE COMES W/HARDWARE Oxo �a nw¢omvmaeoarA3r
4-MPL STRIKE PLATES 1-MPL STRIKE PLATE rwx].APPmoru, axummxa,oaamea
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C4ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY: CHK. Y:
GL/TJM SS MSS
SCALE: NTS
DWG.#:A010872A
SHEET: 0 F 9
PREPARED BY: `
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BUILDING DROPS,INC.
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INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR ¢ m
1/8"ANNEALED GLASS I/8°ANNEALED GLASS 1/8"ANNEALED GLASS 1/B°ANNEALED GLASS � yy
0.090°50LUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER Z.
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3/8"TEMPERED GLASS fN 1/8°TEMPERED GLASS �,,, 1/8"TEMPERED GLASS zm BY DUPONT 2 Q c
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DOW 995 SILICONE DOW 995 SILICONE
22 22 23 24
• F-
REDI-SEAL REDI-SEAL
DOW 119951LICONE DOW 995 SILICONE REMARKS BY DATE
rj--�6'-8" GLAZING DETAIL X8'4' GLAZING DETAIL FLUSH GWE DETAIL4Q GLAZING DETAIL dADAsIlI,MPWck,Radf-Ll GL 6/23/1.
6 201/2"MAX.D.L.O.WIDTH 6 201/2°MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND HOUND TOPS
621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT - 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY
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TI�IONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS _ DATE: 02.05.14
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS ARE APPROVED IN ALLGLAZING DETAILS SHOWN DWG. Y: CHK. Y: -
ABOVE. GUTJM SS MSS
SCALE: NTS
DWG.a:A010872A
SHEET: OF 9
PREPARED BY:
ZX WOOD BUCK 101
BUILDING DROPS,INC.
MIN. _ti N asa E.DaRw er•ACR, 3ana+E.��
EDGE DIST. Z�� % WDODANCHOR �'Iasal,a>a4'a
SEE TABLE SHEET 2 m SEE TABLE ON SHEET 2 Eez laul,a.e33e
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SILICONE
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SEE TABLE ON SHEET 2 MIN.EMBED. m
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7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O ,�,.
ENDURAZAIL4565F
SILICONE
SILICONE SILICONE H
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REMARKS BY1 DATE
2X WOOD BUCK 2X WOOD BUCK kd
d ADA sill,MV Lock,Radius LL GL 6/33/14
ZX WOOD BUCK
WI1IWU,WM,W COt6[Mle OOWG evOVS,INC
(-A) OPERABLE SILL OPERABLE SILL OPERABLE SILL
Q OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED 111111111//j,
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DATE: 02.05.14
OPERABLE SILL [gam OPERABLE SILL 1�1 OPERABLE ADA SILL
DWI.11:
ss�iv�ss
7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
AFCO A-117 ENDURA ZOB14565F ENDURA HC15000 DWG•I~AO10872A
SHEET: OF 9
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED_
PREPARED BY:
/Q�
WOOD BUILDING DROPS INC.
MIN. 1K OOD BUCK BUIL IN
EDGE DISC (OPTIONAL) SILICONE398 F.OANtA BFM VO..AE AP
SEE TABLE SHEET �� onrvaaeAlN.F133009
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--- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED_
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED BY:
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 Q
FINGER-JOINTED PINE
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6 AFCO A-276/P-2000 THRESHOLD _ =oc LL
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14 (NOT USED) - C:D o i F O
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16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° zo ° REMARKS BY1 DATE
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL dADA 411,MPLoc1G Ra4iu9 LL GL /23/14
18 KWIKSET LOCK SERIES 400 STEEL m ® '
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19 KWIKSET DEAOBOLT SERIES 780 STEEL
20 ROCKWELL MULTI-POINT TONGUE LATCH N 732287686-8 UNIT e-- _.==W.TO mamurnw=E01P"T
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23 FLUSH GLAZING LEG FIBERGLASS
24 ODL LIPUTE KIT(RADIUS LITES) PC ABS ;O
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091STEEL
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1.75"
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O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HC15000 ADA O HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS
THRESHOLD 1� THRESHOLD 26 SCALE: NTS
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456° 0 1.75" —_ —___✓ ___— — _
1
I
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
I
Product Evaluation Report! ,
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite �I
Impact Approved
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 3481
Current Florida Building Code
Method: 1 —D (Engineering Evaluation)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Impact Approved'I
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 3'-0"X C-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Prepared For:
JELD-WEN, inc. %N:, �-g
3737 Lakeport Blvd. �, • , .... F '
• � " ,A
Klamath Falls, OR. 97601 'ZZ � 7 • ' �
Prepared by:
Hermes .F. Norero, P.F.
• T T tr
Florida Professional Engineer#73778 %�� l �Q:•''_��
Date: 04/01/2015 ��Ss,/"""""• ��G;��`�`
Contents: 'irol t
Evaluation Report Pages 1-5
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document '' Florida No.73778
Date:2015.04.02 11:57:05-04'00'
I
I
BUILDING DROPS
Date: 04/01/2015
A Perfect Solution in Every Drop i Report No: 3481
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc. li
Product Category: Exterior Doors iI
i�
Product Sub-Category: Swinging Door Assemblies
ii
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro Full Lite
Impact Approved
For use in the High Velocity Hurricane Zone(HVHZ)il
3'-0"X 6'-8" (Nominal)
3'-0"X 8'-0" (Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.JFL#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 thecurrent Florida Building Code.
See Installation Instructions A010872,signed and sealed by Hermes;F. Norero, P.E. (FL#73778)for
specific use parameters. i�
Limits of Use:
1. This product has been evaluated and is in compliance with the current 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
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing A010872 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010872 for size and design pressure limitations.
I
i
Hermes F. Norero, P.E.
Florida No. 73778
Page:2 of 5
I
BUILDING DROPS
6-\e\x
A Perfect Solution in Eve Drop Date: 04/01/2015
34 1
� ry Report No: 3481
Certificate of Authorization:29578 !
The manufacturer has demonstrated compliance of window products in Accordance
Quality Assurance Entity: p
Y Y
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: 'll
• TAS 201-94 '!
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Rep!ort Date:
SJW2013-194-TAS w/addendum 06/10/14
SJ W 2013-208-TAS 11/13/13
SJ W 2013-230 11/26/13
SJ W 2013-231 12/03/13
N CTL-210-3924-01 12/18/13
SJ W 2013-251 12/23/13
SJ W2013-252 12/23/13
SJ W2013-253 12/23/13
NCTL-210-3925-03 02/07/14
SJW2014-032 04/22/14
NCTL-210-3916-02 w/addendum 06/,0/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W 2014-073 0;6/26/14
SJW2014-077 06/27/14
SJ W 2014-072 06/27/14
SJW2014-080 07/03/14
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84-08
Report#:31137265AT-001 RI Report Date:03/13/09
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 5
i
• y
BUILDING DROPS
. A Perfect Solution in Every Drop Date: 04/01/2015Report No: 3481
Certificate of Authorization:29578 '
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology ,I
ASTM D635-10,ASTM D638-10,ASTM D1929-12,ASTM D2843-10,ASTM
G155-05
Report#: ESP010982P Report Date:02/26/j13
Equivalence of Test Standards:
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 to current Florida Building Code.
JELD-WEN, Inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
2) ASTM D635-10
3) ASTM D638-10
4) ASTM D1929-12
5) ASTM D2843-10
6) ASTM G155-05
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
2) ASTM D635-06
3) ASTM D638-03
4) ASTM D1929-96(2000)e01
5) ASTM D2843-99(2004)e01
6) ASTM G155-05a
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 affecttlie results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current Florida Building Code.
i
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 5
l
BUILDING DROPS
� Date. 04/01/2015
A Perfect Solution in Every Drop
Certifica te of Authorization:29578 Report No: 3481
i
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G.=0.550, use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50"into
the wood substrate. II
B. For concrete(Min.f =3000 psi)or masonry(Conforms,,to ASTM C90)substrate where
one by(IX), non-structural,wood bucking is employed,;use 3/16"diameter ITW Tapcon
or%"Elco Ultracon tvoe concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry. it
I
C. For concrete(Min.f =3000 psi)or masonry(Conformslto 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(A010872)for anchor spacing and more details of the installation
requirements.
, u
Design Pressure:
MAX.OVERALL
NOMINAL SIZE DESIGN PRESSURE(PSF)
• MISSILE
CONFIGURATION IMPACT'
WIDTH HEIGHT
INSWING OUTSVfV NG
RATING
POS. NEG.
X 3'-0" 6'-8" 65- 65 65- 65 LMI&SMI
X 3f-o" 8-0 SOS' 50 50- � 50 LMI &SMI
Hermes F. Norero, P.E.
Florida No.73778
Page 5 of 5
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