HomeMy WebLinkAboutProduct Approval Exterior DoorMUM ;bJ14
Millwork FAX No.
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:7 722233290
,Florida Building Code Online
02 2015 01:18PM P2
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JUN 3 0 2015
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jolirroduct Approval
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L I'm" C.1 APPIlimstjon Detail
Fl. 6
APPIlCatione Type
FL I GG74 R3 fbo 1-9
Revision
Code Version
Zola
APPlIcatlon Status
Approved
vAPPrQVRCI by DBPR. Apprnval% by DIJIPII Mall he reviewed and
ratified by Lhe Poc and/or Lhe Commission IF m-L-ebsary.
Comments
Archived
Product manufacturer
JELO-wf:pj
AddrPm/Phone/Emall
3737 Vilceport Blvd
Klamath Fullu. OR 9760 L
(800) 535-3936
fbr-lajold -wen.com
Authorized Signature
kaede McLoughlin
fbcIM_jeld-wen.com
Technical Representative
JI:LLJ-WEN Corporate Customer Servicc
Address/phone/Email
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
CUE-tomej-,i,rvlceagcntsLtD)eld-wen.cnm
Quality Assurance Representative
Address/Phone/Einall
Category ExLerlup DoolA,
Rub . categury Swinging Exterior Door A&qembIles
Compllancp Method Certiftatlon Mark or Listing
Certification Agency N111,10AW ACMdlte?Jnn Fk Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard)
At—amnOTO
y�akr- -.
AAMA 1304
2(1112
MAW k1886
2005
ASTM E1996
2006
MUM E283
2004
ASTM E330,
2002
I AS M
1994
Equivalence of Product Standards
Certified By
http://www.iloridabui)ding.(irg/pr/pr app..
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I-KUM :6314 Millwork
FAX NO. :7722233290
`•;.
' fiforida Building Code Online
02 2015 01:18PM P3Page
2 of 3
ProduCt Approval Method
Methurl 1 Option A
Dates Submitted
09/29/2034
Date validated
J.0/03/2nH
Date Pending FBC Approval
Date Approved
10/01/2014
Date Revised
02/ZO/%Ol 5
1
:Summartr of Products
- -'- -- ---
------------ •�
Pam,-���. Model Numbar or Name Description
+uuiv.i Hueslyn Pro/ 5m0oth Pro
Limns Of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yt-
Impaet Resistant: Yes
Design Pressure: +50/-50
Other: 3-Ox6-8 and 3-Ox8-0 Inswing and buLSv my
J6674.2 _ rypr!51g` n pry/ 5�p0o[h Pro
Limits of Use
Approved for use in HVHZ: Nu
Approved for use outside HVHZ: Yec
Impact Resistant: Yes
Design Pressure: +50/-so
Other: 3-Ow" and 3-Oxe-0 Inswing and Outswlny
166/4.3 �]ebign SSmouth_Pru
Umits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: YPa
Impact Resistant: Yes
Design Pressure: +50/-5n
Other: 6-0-04-8 and 6-Oxa-0Inswing and 4uisnring
Pru
ion Agency Certificate
i"i '= C/•C Nl'tiLa514,11i.1t.,.nrfi
f:7.'_•tJ,t. rllfiilSi� li4.as1;
F,1u8uty assurance Contract Expiration Date
03/30/2018
Installation instructions
:r I%4 123 11 A0108SAA5, .?jj,aZg2-76.ndf
Verlfied By: Hermes h. Norero. P.E. 73778
Created by independent Third Party: Yes
Evaluation Reports
Crn_ated by lndepnnrlcrlL Thli d Party: Yes
Certification Agency Certlfleate _.
,166%4 A'!' i, r.ni _ Pd1111141.a.01 FlF,pdt
Fi_i134.14 r:AC M1J0'll,).tU N:,p, j
Quality Assurance Contract Expiration Date
03/30/201e
Installation Instructions
HL1.Gf 74 95ll An 11! 52A SS 7014 oy 26.ud1
Ventled by: Henn,:; F. Norero, P.e. 7•.i7/H
Created by Independent iird Irarty: YCS
Evaluation Reports
j:.tle::T•: - f: •f_k:Ei_ I �i,`-�'JJ� %rr. •t:,:Jr
Created dy independent Third Party: VL-;, V1
JnIJhlQ ()(X) 1(np8tt Opaque PibPrgla.� nonr
;erLrrication Agency Certificate
1%:1:• '^ ;a ?i,t; t\1I111�L:5.G)-II•+.v::
FI_IPhi.J .; _ • ,mot'. M7711915 RI.udi `
luallty AssoranCO Contract Exph•atlon Date
Installation Instructions
ri- S,4 1. i I I h11103!,:; s_i 7.J14•Jig ,L;,r_r
Verilled By. He%Ines F. Norero, P.E. 73778
Created by Indcpundtrlt Tillyd Party: Yes
Evaluation Reports
1'LJG'J4 93 Rt I)ER)/Sr 7n 14_nc� Ja.-,rr
LimltB o1Use -
I Approvetl for use In HV/1Z: Nn
Certification Agency Certificate -
I Approved for use outside HVHZ: yes
Impact Resistant: Yes
11 :s}lk—,', _:: 3.;!:n� .'►n�Ll.rldJ.u1_(t•},pni
ft ID1;74
j Design Pressure: +501-50
Quality Assurance Contract expiration Date
03/30/201 R
Other: 6-0-Ox6-8 and 6-Oxe-0 Inswing and OuLawing
Installation Instructions
F:.mrjii Ir l it aLii�z lA':5 :`0!n-�r.:r•
Ve1`111106 By: Mermes F. Norero, P.E. 73778
Created by IndepeidetiL Third Party: YCS
Evaluation Reports
_
I Lu r ,:
4i.�.Jt i nF 1 FRJ: 7 •.ti i 14-1• •_ -,. rolt
Created by Independent rhird Paq Y, Yes
15674.5
ne.51gi1 Pro/ Smooth Pro
-:_s
olnple witn side llte(s) (x,0/ O,X/ O.X.0) Irnp8Ct C
eralas8 Dnnr
Limits of use
Approvedforu6ein•HVHi_No -
r;mrtlflcation Agency Certifieato �-
FLYFr.. :. =.1__ir%. l
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FAX NO. :7722233290
FROM :6314 Millwork
Florida Building Code 01Aine
Approved for use outside HVMZ: Ye
Impact Resistant: Yes
Design Pressure: N/A
Other. 9. 0.Oxti-8 and 9-fix -0 Inswing and OuLswintts
6674.E Design Pro/ ;:mnnt I Pero
Imlty of Use
Approved for use in HVHZ: Nu
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 9-0-Ox6-8 and 9-0x8-(I Inswing avid Outswing
'Design Pro/ smuuth Pto
Limits of Use
Approved for use In HVMZ: No
Approved for use outsilde HVMZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 12-0-OX6-R and 12-0x0-0 Inswing and Outswhig
0 DC ittn Pro/ !;mo0th Pro
Limits of Use
Approved for use In HVHZ: Nn
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. 12-0-OXG-8 and 12-Ox8.0 Inswlnn and flutswuing
02 2015 01:19PM P4
Page 3 of 3
It
+-wilt+iy i a �tL 1 i 1�2Z 'L'+.1!:Ir
Quality Assurance Contract Expiration Wile
93/30/2010
Installation instructions
r L.i_G7!
Verifled By: Hennes F. Norero, P.E: 7377R
Created by Independent Third Party: Yes
Ivaluatlon Reports
1 PEF-_2T_ra a?LI114 L!�- CrP-1sdf
ted by Iiidgendent'lltird Party: Yes
Shale with side lite(s) (X,0/ 4.X/ O,X,O) 1mpaCt dated
-1berglass Unnr
:ortlflcatlon Agency Certificate
t7,ih6;n It3 C CAC NIOJ.lq?d--R5,fid
Quality Assurance Contract Expiration Date
03/30/Z018
[nstallation Inetructlows
Fl-!r1r7q I:: !1 fujiW-LAA SS 201.1 fig 7r;.luif
veriflpd by: Heriniii F. Norero, P.t. /3779
Created by Independent 1 hlyd Party: Ycs
Evaluation Reports
d by Independent Third Pally: Yes
w1U1 s1de. fire(s) (XX,O/ O,XX/ o,XX,U)1nlpact
Certification Agency Cartlflcate
11=trig/-0 = 1iAr.1.1::•191' :=i _.c ;i
IQ :'rr Nir,'' a1 : Ra t'' 1 Lr._
duality Assuranc0 Contract Expiration Date
03/30/2010
Installation Instructions
Verified hy: Hermes F. Norero, P.C. 73//8
treated by Independent Third Party: Yes
!valuation Reports
/ 1 •tj._ AF- Pgremt oK
with side lite(s) (XX,O/ O,Xx/ O.XX,O) Impact
Fllierpla s Unnr
:ation Agency Certificate
Assurance Contract Explretlon Date
installation Instructions
I_Ih 7a- IL'' 1i AMU 5t!A US 1n1.1-0.2pj- df
Verified tsy: Hermeu F. Norero, P.E. 73/78
GrP.ated by Independent Third Party: Yew
'valuation Reports
tird Party: Yes
Contact 115 :: 1! M pitQlh M .n na atrnn, T n hn.S:ca 1•L J2I99 p11uu.= n50.497- rN2a
" The State Of Fidlyda IC nil AA/1190 emuluper. rohvAOht P007 ant! S11 c_• of Idan9d.:: pdy,�{�s n nr :: nrm:ahlht� entr,,,er,� :; Itefp101,,t1]tel>�j
Under Mande IS-, o_ml11 @Odrew= are public Mmrft•-. if vuu du liter W20t ymrr e.man nrinne. rnleered In rnponse to a uubrn.-,cid,d, r",=. do not
Send elcularde man to this entity. Instead, mntad the 011 ce by phndn ar by tradivhnal moo. If you Have any gvmItmtc, Pleaul met= VWX40-1.139b.
'p11151ra0t to $0131nn a5S.Z7S(1). Ounda StaluleS, exretivn nciahv :. ZniZ, Ilcrnbeen rktsned ogdrr M'Ptbr 4NS, FS. Men provide the Deoertmenl
with an email addre z if they Illy& one. The ebiab5 provtdrd may be uad rw ufndal canimnniration with thn lirrroaz Ihlrtevrs allied addrenL-4 we PUMIC
record. It you do not risk to supply a 11e150nal addrng:, pinana Providr. tint Vevarimehl Mill an 4ma11 adOcq,. which 03111110 trade evadable to the uuc.
TO determine If vuu aR M IIr1•r_a rail qulenr 45::. FS.. piew.e dick lthQ.
Product Approval Aecepta:
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F KUM : 6314
Millwork FAX NO. :7722233290
�n. 02 2015 01:17PM P1
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This will cover and glass siyle for
Joldwen fiberglass impact door.
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SCALE: NTS
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SHELTI 0F9
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FEMA COMPLIANT ENGINEERED FLOOD VENTS
FLOOD SOLUTIONSTM MODEL "F"
BLADE WITH
STORM DRIP
RODENT
SCREEN
INSECT
SCREEN
NATER
STOP
FEMA Compliant Engineered Flood Vents meet FEMA requirements when installed properly.
• Use at least 2 flood vents per enclosed area below flood grade, installed on at least two separate walls.
• The bottom of the flood vent opening must not be higher than 12 inches above the grade.
• At least 1 square inch of engineered opening for every 1 square foot of enclosed space.
• An engineered certificate from the state in which the building is located is required for all engineered openings
without ICC ES certification.
Qty
Model
Minimum Opening
Required
Engineered
Opening Covers
1412-F
14-1/2"Wide x 1.2"High
145 sq ft
1608-F
16"Wide x 8" High
124 sq ft
1616-F
16"Wide x 16"High
221 sq ft
2412-F
24"Wide x 12"High
274 sq ft
2416-F
24"Wide x 16"High
362 sq ,,ft
3208-F
32"Wide x 8"High
252 sq ft
Finishes
Black Kynar
Light Grey Kynar
Light Tan Kynar
White Kynar
No Finish
(for field painting)
rrame: 1-1/4- DEEP, 1" Front Flange; heavy gauge extruded aluminum sections, minimum .125" thickness
Blades: Heavy gauge extruded aluminum sections, minimum .063" thickness
Construction: Extruded aluminum sections mechanically fastened
Insect/Rodent Screen: Heavy-duty aluminum insect & rodent screen; rear mounted
FLOOD SOLUTIONS, LLC.
One Industrial Park Drive
Bldg. 27
Pelham NH, 03076
Toll Free: 1-800-325.9775
In NH: 603-595-5222
Fax: 603-595-4778
www.floodsolutions.com
info@floodsolutions.com
PROJECT:
CONTRACTOR:
RETAILER:
DATE:
CERTIFICATION G� GiNEERED FLOOD OPENINGS (F .,<.'� TB-1 August 2008)
1 do heieby certify that the FLOOD SOLUTIONS (.LC Flood vent properly installed and sized in accordance with Federal Emergency Management
Agencys (FEMA's) National Flood Program regulations is designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for entry and
exit of floodwater during floods up to and including the base 100-yearflood.
i also do herebycert fythat I calculated the Non Engineered Net Free Air and Engineered Opening size for each model and sue of FLOOD SOLUTIONS LLCflood
vents The results of the calculations are recorded in the table below. The Engineered size opening calculation was performed using the formula in FEMA
Technical Bulletin 1— August 2008, Openings In Foundation Walls for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood
insurance Program (NFIP) and ASCE/SE124-05, Hood Resistance Design and Construction
i measured the Non Engineered Net Free Air by calculating the minimum distance between the top blade and the top of the vent times the clear opening width
of the vent; plus the minimum distance between the bottom blade and the bottom of the vent the clear opening width of the vent; plus the minimum distance
between each blade times the number of spaces between the blades invent times -he clear opening width of the vent
I used the formula in TB 1— August 2008 (A° = 0.033 (1/Cj RA@) to determine the Engineered Opening size for each model listed below. i used the following
assumptions: A° = total net area of openings required line); 0.033 = coefficient corresponding to a factor of safety of 5.0 (Irrz hr/fo
coefficient (ASCE 24 Table 2-3 "rectangular, long axis horizontal, short axis vertical unobstructed during design flood") or C= 035 (square unobstructed duringg
design flood); R = 5 ft/hr worst case rate of rise and fall; and A@ =1 ft2 total enclosed area.
Note: When the horizontal dimension is twice or more the vertical dimension, use 0.4, as the dimensions approach a square, interpolate from DA to a 3S.
Ao/ Ad = 0.033 [I/Cl R = 0.033 [110.40 for rectangle, long.axis horizontal] = 0.4M inz per ft2
or Ao / At = 0.033 [1/Cl R = 0.033 [1 / 0.35 for square] = .4719 inz per ft2
Each individual opening, and arty louvers, screens, or other covers, shall be designed to allow automatic entry and exit of floodwaters during design flood or
lesser flood conditions; there shall be a minimum of two openings on different sides of each enclosed area; if a structure has more than one enclosed area
below the OFF, each area shall have openings, openings shall not be less than 3 inches in any direction in the plane of the wail; the bottom of each required
opening shall be no more than 1 fL above the adjacent grade, the difference between the exterior and interior floodwater levels shall not exceed 1 ft during
base flood conditions; In the absence of reliable data on the rates of rise and fall, assume a rate of rise and fall of 5ft/hr, where data or analysis indicated more
rapid rates of rise and fall, the total net area of the required openings shall be increased to accountforthe higher rates of rise and fnn
"-SIGNATURE: ,Q0sodettatFpp��
ew
NAME: DANIEL G.FARABAUGH v��o,`�b•�G E a;'F ,4h�i
TYPE OF I TENSE: PROFESSIONAL ENGINEER ,d No 48349
STATE:—FLORIDA LICENSE NUMBER: 48349 * • �'
m .
DAN FARABAUGH, P.E. 0 SYAiE QF
FARABAUGH ENGINEERING AND TESTING, INC. �'.�i� .�IRt •.• ��
401 WIDE DR., McKEESPO_ RT. PA 15-135 • S d
PHONE: 412-751-4001 FAX:412-7s1-4003 •t, r�
H -vim
If," �'ALLATION INSTRUCTIOV 1
'F' Models: 1608-F / 1616-F / 2412-F / 2416-F / 3208-F
What you'll need:
-Appropriate Screws depending on type of wall
-Anchors (if installing in masonry)
-Power Drill
-1/4" Masonry Bit
-Philips Head Screwdriver
-Hammer
-Level
-Exterior Caulking
-Adhesive Caulking (optional)
Note: If you are NOT installing vent into a concrete/brick wall please provide the correct fasteners for
the material that you are fastening the flood vent into.
NOTE: BE SURE THAT BOTTOM OF OPENING IS NO MORE THAN 12" ABOVE GRADE.
Step 1: PROVIDE A CLEAN, SQUARE AND LEVEL ROUGH OPENING
Step 2: INSERT VENT INTO OPENING
Step 3: MAKE SURE VENT IS LEVEL
Step 4: MARK HOLES ON WALL AND THEN REMOVE VENT FROM OPENING
Step 5: DRILL HOLES 1-1/4"DEEP INTO CONCRETE/BLOCK WALL.
Step 6: FULLY INSERT ANCHORS INTO WALL, TAPPING ANCHORS INTO PLACE USING A HAMMER MAKING
SURE ANCHORS ARE FLUSH TO THE WALL
Step 7: APPLY ADHESIVE CAULKING AROUND THE REAR SIDE OF OUTER FLANGE (optional)
Step 8: REPLACE VENT INTO OPENING
Step 9: SECURE ALL SCREWS THROUGH HOLES IN VENT INTO ANCHORS SET IN WALL
Step 10: CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING
BEHIND THE FLANGE FRAME
FLOOD SOLUTIONS, LLC.
One Industrial Park Drive
Bldg. 27
Pelham NH, 03076
Toll Free: 1-800-325-9775
In NH: 603-595-5222
Fax: 603-595-4778
www.floodsolutions.com
info &floodsolutions.com
CERTIFICATION 1- _ ���
- ENGINEERED FLOOD OPENINGS (FEMq
K J do hereby certify that the FLOOD TB�1 Au
Agency's by certify
National Flood Progr SOLUTIONS
to out gUSf 2008�
LLC Flood Vent properly installed and sized in accordance with Federal E
exit of floodwater during floods u automatically equalize hydrostatic flood forces on
,} p to and including the base 100-year flood, Emergency Management
, I also do hereby certify that I calculated the Non Engineered Net Free Air exterior walls by allowing for entry and
vents. The results certify
the calculations are recorded in the table below.
Technical Bulletin 1— and Engineered Opening size for each model and size of FLOOD SOLUTIONS LLC 'flood
August 2008, Openings In Foundation Walls for Building ngocatedine tln ISpectal Flood Hazard
Insurance Program (NF1P) and ASCE, O nings Flood Resistance Design
I measured the Non Engineered Net Free Alr bp g calculation was performed using the formula in FEMA
Of the vent; plus the minimum distance between the bottom a minade muand the Construction. e between
and Areas to accordance with the National Flood
Y calculating the minimum distance between the top blade and the top of the vent time
between each blade times the number of spaces between the blades in vent times th
bottom of the vent the clear opening width of the vent; plus the minimum distance
I used the formula in Te 1— a clear opening width of the vent. s the clear opening width
assumptions: q� = August 2008 qo =
( 0equ fl/ed ); to determine the Engineered Opening size for each model listed
total net area of openings required (in2j; 0.033 =
coefficient (ASCE 24 Table worst
"rectangular ' g coefficient corresponding to a factor of safety of 5.0 2 a
Ion axis horizontal, short axis vertical unobstructed Burin design flood) or � _ 0(I below. I used the following
design flood]; R = 5 ft/hr worst case rate of rise and fall; and Ad -1 ft2 total enclosed area. g g (In hr/ft ); c = 0,q0 opening
Note: When the horizontal dimension is twice or more the vertical dimension, use 0.4 aa. 0.35 (square unobstructed during
A'/Ad = 0.033 s the dimensions approach a square, interpolate from 0,4 to 0.35.
I1/C] R = 0.033 I1/0.40 for rectangle, long axis horiaontal] R = 0.4 • z
orAo / Ad = 0.033 I�,/C] R = 0.033 1 125 in
Each individual opening, and any louvers, screens, or other- covers, shall be designed to ai per ftz
t lesser flood• conditions, there shatl_tie: a_minimum_of.'t I / 0.35 for square] R = ,4719 Inz z
per ft
belomr the DFE, each area shall have openings; openings shall not s- less than 3 i
wo openings on different sides of each enclosed area; If a structure has more than ow -automatic entry and exit of floodwaters during design flood, or
opening shall be no more than 1 ft. above the adjacent grade; the difference between the e
base flood conditions; o the absence of reliable data adjacent
the rates of rise and fall, assume
inch in any direction in the plane of the wall; the bottom of each required
an one enclosed area
rapid rates of rise and fall, the total net area of the required openings shall be increased to account xterior and Interior floodwater levels shall not exceed 1 ft. during
a rate of rise and fall r Sft/hr; where data or analysis indicated more
ount for the higher rates of rise and fall.
ENGINEERED
MODEL Number SIZE of WALL OPENING: - - OPENING:.-
Flood Solutions: Net Free Air (square inches)
{WIDTH X HEIGHT) (square Inches): Each vent covers:
1412-F (square ft.
'15094 - 16"x 9-1/4" 67 145
1608-F 16„ x an 55 131
1608-D 1V x all 51 124
- '1608-c - . 51
16" X.
8h 124
1616-F 16" x 16" 65 - -
1616-D 16" x 16" 104 221
2412-F 24„ x 1211 102 216
- 2412-D 24" x 12" 113 274
'2416-F 24" x 16" 110 267
2416-D 24" x 16° 156 36,2
3208-F 3211 x gas154 357
-3208D
_ - '- " '32"104
, � _
IATURE: '104 252252. _
IE: DANIELG. FARABAUGH ��a�aenlgtaga�ar
OF LICENSE: PROFESSIONAL ENGINEER i+� ••�,�CEM •+
is-
FLORIDA : No
LICENSE NUMBER:4�4� ?: *'
•''O' Li*
'ARABAUGH, p.E.
STET
3AUGH ENGINEERING AND 7ESTiNG I 0.p
FIDE DR., Mcl(EESPORT p N�' '• @�.•� ��
A 15135 y�i. •••�.�::•�7�s1