HomeMy WebLinkAboutProduct Approval 06/30/2015-2:37pm gabriels VAProjects\_2014-MPS1400 Wind Charts\_Reference\00-MPS14-000 Series C&C(Current).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,FLATTERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft Roof TributaryArea(S Ft) 1. TABLES ARE INTENDED TO DEPICT-THE-VORST CASE'PRESSURES.'WORST CASE'IS
`"----- DEFINED AS THE CR ll..'' ArGOtYDITION'OF•AN7UNKN)pOWN VARIABLE AS DESCRIBED BELOW.
Height 10 15 20 25 30 ,50` eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CONDITION EQUIRED FOR U&F}?NITH THESE TABLES.
-41.0 -40. -39.3 -38.7 -38.3 -3 9 3 0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O L' B�)N,GS QF SME ROOF HEIGHT AS LIMITED ABOVE.
0" t
' 0-15 ft 3 TABLES VALID F RRfZOF�^.YPES 8i SLOP APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36. +36.1 +35.5 +35.1 + .7 4 4.1 3'. +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA F BPERF.O Ep BY ANE IEERAS A SITE SPECIFIC CONDITION.
-41.6 -40.5 - -39.3 -38.8 -3p.4,1 t 1... 37.8 -3,:6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BUIL ING;ME (AVE RAGE) QOF HEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35.6 +35.21 45• 34.6 134,3" �l6 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF[ED;_ SE 7LE'15 K.Ij00fjliEIG T.
.J 52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 38?T5. ALWAYS ROUND0 _,EIGHTSjFOjfVE LE VALUE OR CONSERVATIVE ASSUMPTION.
17 f[ -42'1 -41.1 -40.3 -39.8 -39.3 - : 8.6�_sa.--F3 .0 17 ft - 6,CALCULATE THE TRIB U Y;ARR F,THE OP MING IN QUESTION(HEIGHT*WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 - I r 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 1+35.0 +34.7 1 THE SPAN LENGTH(HEIGHT)M L IrJ,IED-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(HEIGHT2/3).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 OPENINGS
AN OPENING CANNOT BE IDENTIFIED,ETHE MOST CRITICAL(0 SQUARE FEET)TRIBUTARYEN STRUCTURAL MULLS. IF THE ALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -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.
21 ft 44'0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 21 ft -54.3 -52.2 -50.7 -49.5 -48.5J y45._--4 -46.4 -45.8 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
+40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39.5 +38.7 +0_2-, 3: +36.T +,36 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 51.O1i"�` ';,6872 4 5,? �.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + 8.5 •`37.6 437' 7.0 +36.7 GENERAL NOTES:
23 k -44'9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 -Sp.4:- Sk I8 I -4 :9 X47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +38.9'_ ,+38.0 �y37,6^ 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 24 ft -55.9 -53.7 -52.1 -50. 9^--49 ` �4 Z- . -47.1 CRITERIA AS OUTLINED HEREIN.
24 k
11 t ;i„s 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.7 8.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 k +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 -56.8 -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 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -4g,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 27ft +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.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 ~ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 749.3 748.7 USE OF THESE TABLES AND CORRESRONQING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED�iEREN SHAL'L-BE.DTCFATE ND VERIFIED BY THE GOVERNING
28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +09: :2 •+3@9 +38:6` e 8 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM ANgEERMIT�iOLDER.N RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4 6 " Z' 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE pI f1F�. -�_
29 ft d „'� 29 h 5.THIS SPECIFICA O IS OTaIM_,._t�IJED T �FER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +39.9 ,�3 .2 v+�38: +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER'-O--A EEARAT LY SllJJ MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4 .9[ 3 .:2 47:9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG, -I4( TIONNF6ATION AND APPLICABILITY OF THESE TABLE
30 ft ate- e � 30 ft VALUES WHICH IST '.B VE( F'IE BY OTHERS" CCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +4,0.2 39 +39.SY +39.r +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL IQ,C rIiNf'(\6TROTE ONc, �yTEM ORDINANCES.
32 ft -48'1 -46.9 -46.1 -45.4 -44.9 -4A. •-44- �4- ,- =4 .5` 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIO ISEEERE _ _RST E INTEGRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. ,0 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P 0 ,;H 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 ft +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 MRH, 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 LEAST HORIZONTAL HEIGHT
40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 1+43.7 +43.1 +42.7 +42.3 1+41.9 +41.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED.
45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 a a EAVE ROOF
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 1+42.6 ROOF HEIGHT
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT
soft +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
- . +49.3 +43.9 +43.
66.5 -63.9 -62.1 -60.6 -57.6 -56.8 -56.1 J I
51-
5
53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 4
55 f +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55f +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5
® QS
® a
-549 536 526 65, -63.2 -5 -57.2 ELEVATION 60h . 6 4
+50.6 + 847.6 .0 +45 +46.0 +45.7 +45.3 60ft +50.6 + 3
+48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES IS E I
Ulo REMARKS DRWN CHKDATE
o INITISSUE GSS TSB 03/05/12D 5TH ED. FLORIDA BUILDING CODE ENGINEERIN_ G o 0 0_ _off
m I REV-ADJUSTED HEIGHTS GSS TSB 04/09/12
J -EXPRESS <O
• REV 2014FBC DGM TSB 06/10/15 2014 z° W arp
z z 160 SW 12th AVENUE
_ _ = ASCE 7-10 CHAPTER 30 CpRPORATEOFFICE:, SUITE 106 U^ C) °z
DESIGN LOADS FOR COMPONENTS&CLADDING _ z
MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m mIT
A
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z p
v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH#9885 g q -
WRITTEN CONSEMOFENGINEERING EXPRESS.ALTERATIONS, ASCE / O E:HELLO@ENGINEERINGEXPRESS.COM N
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT z rn
W o PERMnrEDAND mvauDATEOUR CERnFIDnnDN. ENGINEERINGEXPRESS.COM ` N
�L11•I I
Ei l�AT Contours.?,, Finishield-and Gladiator Steel Doors
NDOWS R. DOORS
The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating could vary.Confirm rabn fors ecdic
gs p productswithyoursupplierorJELD-
WEN sales representative.
Highlighted options are ENERGY STAR certified in all zones.
Highlighied options are ENERGY STAR certified in Northern,North-Central zones.
Door Illustrations are examples of Blass area and are not representative of the NII selection of
door designs available.
1/4 LRE 112 LITE 314 LITE FULL LITE
I � �
I i
GLASS UNIT THICKNESSI - ---
TYPE FRAME DOOREDGE DESCRIPTION GLAZING UFactor SHGC U-Factor SHGC UFactor SHGC UFactor SHGC
Clear 0.22 0.10 0.27 0.19 0.31 0.26 0.36 1 34
12" Low-E 0.20 0.09 0.24 0.16 0.27 0.21 0.31 028
Claarwith External Grids 0.22 0.09 0.27 0.17 0.31 0.22 0.36 0.30
Law-E with External Grids 0.20 0.08 0.24 0.14 0.27 0.19 031 0.25
314• Clear with SDL nue Na n/a fila 0.29 0.20 0.34 0.26
Low-E with SDL file n/a -Name
0.25 0.16 028 0.22
Clear 0.21 0.10 0.26 0.19 029 0:% 0.34 0.34
Low-E 0.20 0.09 0.23 0.16 0.25 0.21 0.28 020
Clear with Grids 0.21 0.09 0.28 0.17 0.29 0.23 0.34 0.30
Wood Edge 1 Low-E with Grids 0.20 0.08 0.23 0.14 0.25 0.19 0.28 0.25
Clearwith Blinds We n/a 0.27 0.17 0.30 0.23 0.35 0.31
Low-E with Blinds n/a fila 0.23 0.09 0.25 0.12 D.28 0.16
Decorative Glass Deco Clear 0.23 0.15 0.26 0.20 1, 0.30 1 0.27
Clear 0.24 0.0 0.29 0.15 0.330.200.27
Impact0.27 0.13 file fila 0.3d 0.22
Ins«ing and Outswnng Wood Decorative 0.20 0.07 0.24 0.13 0.27 0.17 0.31 1 0.23
Triple Pane Clear with Blinds and Grids fila I Na 1 0.22 0.12 Na No0.27 1 0.23
Low-E with Blinds and Grids n/a Na 1 0.21 0.10 Na n/a 1 0.24 1 0.19
Flush/Embossed0 a ue U-Factor=0.15 SHGC=0.01 I
Clear IG 0.31 0.11 0.36 0.20 0.39 1 0.26 0.44 0.34
12" Low-E IG 0.29 OAS 0.33 0.16 0.36 0.22 0.39 0.29
Clear IG with External Gdds 0.31 0.10 0.36 0.17 0.39 0.23 0.44 0.311
Low-E IG with External Grids 0.29 0.08 0.33 0.14 0.36 0.19 0.39 0.25
314" Clear with SDL Na Na Na Na 0.38 0.20 0.42 0.27
Law-E with SDL n/a Na n/a We 0.33 0.17 0.36 0.22
Steel Edge Clear 0.30 0.11 0.35 0.20 0.38 0.26 0.42 0.34
Low-E 0.29 0.09 0.32 0.16 0.34 0.21 0.37 0.28
1„ Clearwidh Grids 0.30 0.10 0.35 0.17 0.38 0.23 0.42 0.30
Low-E with Gnds 0.29 0.08 0.32 0.14 0.34 0.19 0.37 0.25
Clear with Blinds fila Na 0.35 0.17 0.39 0.23 0.43 0.31
Low-E with Blinds n/a I Ne1 0.32 0.09 0.34 0.12 0.36 0.15
Flush/Embossed Opaque U-Factor=0.24 SHGC=0.01
Clear 0.27 0.10 0.32 0.19 0.36 1 0.26 0.41 0.34
1/7' Low-E 0.25 0.09 0.29 0.16 0.32 0.21 0.36 0.28
Clear with External Grids 0.27 0,09 0.32 0.170.36 0.22 0441 0.30
Low-E with External Grids 0.25 0.08 0.29 0.16 0.32 0.19 0.36 0.25
314" Clear with SDL n/a n/a nue Na 0.34 0.20 0.39 0.26
Low-E with SDL file n/a file No 0.30 0.16 0.33 0.22
Clear 0.26 0.10 0.31 0.19 0.34 0.26 0.39 0.34
Low-E 0.25 0.09 0.28 DAB 0.30 0.21 0.33 028
Clear with Grids 0.26 0.09 0.31 0.17 0.34 0.23 0.39 0.30
Woad Edge 1" Low-E with Grids 0.25 0.08 0.28 0.14 0.30 0.19 0.33 0.25
Clear with Blinds fila n/a -
0.32 0.17 0.35 0.23 0.40 0.31
Low-E with Blinds fila Na 0.28 0.09E
0.12 0.33 0.16
Decorative Glass Decorative/Clear 0.25 O.OB 0.28 0.15 0.200.27
Clear 0.29 0.08 0.36 0.15 0.20 0.44 0.27
Impact Low-E fila Na 0.32 0.13 me 0.39 0.22
t-g and Outawng Steel Decorative 0.25 0.07 0.29 0.13017Triple Pane Clear with Blinds and Grids fila nfa 0.27 0.12me 0.32 023
Low-E with Bfinds and Gritls Na Na 0.28 010 a Ne 0.29 0.19
Flush Embossed Opaque U-Factor=0.20 SHGC 0+01 1
Clear 0.35 0.11 0.40 1 020 0.43 0.26 0.48 1 0.34
12" Low-E 0.33 0.09 0.37 OAS 0.40 0.22 0.43 0.29
Clear with External Grids 0.35 0.10 0.40 0.17 0.43 0.23 0.48 0.30
Low-E with External Grids 0.33 0.08 0.37 0.14 0.40 OAS 0.43 0.25
Clear with SDL file nle n/a nue 0.42 0.20 0.46 0.27
Low-E withSDL rile n/a fila n/a 0.37 0.17 0.40 0.22
Steel Edge Clear 0.34 0.11 0.39 020 0.42 0.26 0.46 0.34
Low-E 0.33 0.09 0.38 0.16 0.38 0.21 0.41 0.26
1.. Clear with Grids 0.34 0.10 0.39 0.17 0.42 0.23 0.460.30
Low-E with Grids 0.33 0.08 0.36 0.14 0.38 0.19 0.41 0.25
Clear with Blinds Na me 0.39 0.17 0.43 0.23 0.47 0.31
Low-Ewith Blinds n/e n/e 0.36 0.09 0.38 0.12 0.40 0.15
Flush/Embossed 0 e ue U-Factor=028 SHGC 0.01
Clear fila Na 1 0.25 0.11 0.27 0.15 0.31 1 0.20
12" Low-E Na Na 1 0.23 0.09 0.25 0.12 0.28 11 .16
Clear with External Gritls We n/a 1 0.25 0.11 0.27 0.14 0.31 1 0.18
Low-E with External Grids Na Na 0.23 0.09 0.25 0.12 0.28 0.15
314" Clearvrith SDL Na Na Na Na 0.26 0.13 0.29 0.17
Law-E with SOL n/a Na file me 0.24 0.11 026 1 0.14
Clear file Na _0.24 0.71 0.26 0.15 0.30 0.20
SitleRe Wood Woad Edge Low-E n/a n/a 0.22 0.09 0.24 0.12 026 0.16
1•' Clear with Grids file n/a 0.24 0.11 0.26 0.14 0.30 1 0.18
Low-E with Grids n/a Na 0.22 0.09 0.24 0.12 0.% 0.15
Clearwilh Blinds Na fila 0.25 0.09 0.28 0.12 0.32 0.16
Low-Ewith Blinds file Ne 0.23 0.05 0.28 0.07 0.28 0.09
Decorativa Glass Decorative I Clew fila Ne 0.22 0.10 0.24 0.13 0.% 0.17
Im act Clear fila fila file file fila n/a 0.37 0.14
Flush/Embossed O a ue U-Factor=Or!6 SHGC=0.01
Performance values calculated in accordance with NFRC 100 8 2110.AO values are derived from a Thermally Broken Shc.Add 0.02 to U-Factor for Non Thermally Broken Sill.This data is certied by NFRC and can be licensed to parocil sting dealers.
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Florida Building Code Online
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at [ FL# FL14569-R5
Application Type Revision
Code Version 2014
Ia Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewedand ratified by the POC and/or
the Commission if necessary.
Comments
[' Archived
Product Manufacturer JELD-WEN
1, Address/Phone/Email 3737 Lakeport Blvd
•• ' Klamath Falls,OR 97601
(800)535-3936
! fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
{{ fbcl@jeld-wen.com
Technical Representative ]ELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
k 6
a(
Quality Assurance Representative
{. Add ress/Phone/Ema i l
a _ �
E Category Exterior Doors
t Subcategory Swinging Exterior Door Assemblies
g{
( ' Compliance Method
[ Certification Mark or Listing
k'
( _j Certification Agency National Accreditation&Management Institute
[, Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Vear
t
TAS 201 1994
_ TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://%vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDquxTVBjriRcYg%2fDEH W lXNZWjpShomH4k%2bJofl CFgKYwvg%3d%3d[7/15/2015 4:29:43 PM]
Florida Building Code Online
Product Approval Method Method 1 Option A
p . t'
j Date Submitted 07/01/2015
`f Date Validated 07/06/2015
I Date Pending FBC Approval
- t
k Date Approved 07/14/2015
summaryof Products
FL# — Model,Number or Name: — Description
. i !14569.1 — Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Outswmg,6-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 RS C CACN1006255-R7 C r ifi ate odf
( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2019
Design Pressure:+60/-60 Installation Instructions
! Other:Product must be Installed per manufacturer Instructions as stated FL14569 RS II JVJ0509-03 installation ndf '
on drawing JW0509-03 Verified By: National Accreditation&Management Institute
' Created by Independent Third Party:
Evaluation Reports
k 1
F114569 R5 AF PER3392.0f
14569.2 Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Inswing and Outswing,6'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14569 R5 C CAC NI006255.02-R3 Ce ificat .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
r Impact Resistant:Yes 06/30/2019
Design Pressure:+60/-65 Installation Instructions
Other: FL14569 R5 TI 1WO509-04 Installation odf
I Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
I Evaluation Reports
FL14569 R5 AE PER3393.udf
{•. Created by Independent Third Party:Yes
d Limits of Use Certification Agency Certificate
P 99 Approved for use in HVHZ:Yes FL14569 R5 C CAC NID06254-R5 Certificate. df l
I s Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2019
Design Pressure:+50/-50 Installation Instructions
Other: FL14569 R5 TI JW0509-01 SS 2015-07-02 odf
Verified By: National Accreditation&Management Institute
' Created by Independent Third Party:
V Evaluation Reports
t 2 FL14569 RS AE PER3391.odf
Created by Independent Third Party:Yes !
14569.4 Contours Steel,Wood Edge Door Opaque Door w/&w/o Impact&Non-Impact Rated Glazed Sidelltes
(w/wood frame unless specified)
'Limits of Use Certification Agency Certificate
I Approved for use in HVHZ:Yes FL14569 R5 C CAC NIO11062 NI011062.01 CertifiLe.pelf
Approved for use outside HVHZ:Yes
s 3 , PP Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
3 q Design Pressure:N/A Installation Instructions
Other: FL14569 R5 II 3W032012FL Tnstallation.odf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Gp { Evaluation Reports
�. `.
FL14569 R5 AE PER3321.odf
Created by Independent Third Party:Yes
14569.5 Contours Steel,Wood Edge Door Opaque Door w/&w/o Impact&Non-Impact Rated Glazed Sidelites(w/
wood frame unless specified)
Limits of Use Certification Agency Certificate
r:- Approved for use in HVHZ:Yes FL14569 RS C CAC N1011061-RI C rtificate.pdf
x : Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2020
Design Pressure:+45/-45 Installation Instructions
f !Other: FLIA569 R5 IT )W0720.12FL Installation.pd
Verified By:National Accreditation&Management Institute
1 t Created by Independent Third Party:
Evaluation Reports
— FL14569 R5 AE PER3322 ndf
Created by Independent Third Party:Yes
p 114569.6 Contours Steel,Wood Edge Door Opaque Door w/or w/o Sidelite(wood frame)
!, 'Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes
FL14569 RS C CAC N1011032-RI Certificat .ndf
:f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/31/2019 j
Design Pressure,N/A Installation Instructions
, Other: FL14569 R5 IT 5-2104 Installation.odf
- Verified By:National Accreditation&Management Institute
_J Created by Independent Third Party:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWjpShomH4k%2bJoflCFgKYwvg%3d%3d[7/15/20I54:29:4i PM]
Florida Building Code Online
Evaluation Reports
i
FL14569 R5 AE PER3398.ndf
j Created by Independent Third Party:Yes
14569.7 Contours Steel,Wood Edge Door Opaque,Outswing,w/or w/out Sidelites
Limits of Use Certification Agency Certificate !
! 9 Approved for use in HVHZ:Yes FL14569 R5 C CAC NI011096.01.odf
Approved for use outside HVHZ:Yes FL14569 R5 C CAC NI011096 odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 08/31/2015
Other: Installation Instructions '
FL14569 R5 II 5-2108-01 ndf
Verified By:Hermes Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
r -
FI-14569 R5 AE PER3832 ndf
Created by Independent Third PartyYes
7 Contact Us;;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
E - The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement;;Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail
to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
t 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
r 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
4
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 herr-.
F I Product Approval Accepts:
i
" - 9 Sl'CUrltl•\1 Fi'l'I:ICS-
http:/hvww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWjpShoniH4k%2bJoflCFgKYwvg%3d%3d[7/15/2015 4:29:43 PM]
NOTICE OF PRODUCT CERTIFICATION
i
CERTIFICATION NO: NI006255.02-R31
jt 0
DATE: 06/23/2011
MJ CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 104-3
eo pRocs?° - REVISION DATE: 05/05/2015
To verify that the"Notice of Product Certification"is valid,please visit-,Ntivw.NANILCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Series "Contour Premium Steel Door"
3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood-
Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact
Allen Frame and Endura Ultimate
Hurricane Astragal
Configuration:XX
Glazing:IG-1/8"Tempered Glass/
Laminate-1/8"Annealed Glass/0.090"Solutia Interlaver/1/8"
Annealed Glass
Frame: W-1880mm(74") H-2083mm(82")
Panel: W-927mm(36.5") H-2013mm(79.25")
DLO: W-559mm(22") H-1626mm(64")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 In-Swing(US)Design Pressure: +60/-65 psf
I/S Water Resistance Test Pressure: 137 Pa(2.86 psf)
Out-Swing(O/S)Design Pressure: +65/-60 psf
O/S Water Resistance Test Pressure:467 Pa(9.75 psf)
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3 195-1/SJW2011-050/W-1486/W-1 556/W-1564
Expiration Date: June 30,2019
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
JELBrWENo Steel
CONTOURS STEEL DOOR.WOOD EDGE o
6-6 INSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT 74" MAX. OVERALL
37 1 2 MAX. FRAME WIDTH o >
U'TILiZING COMPONENTS FROM ODIC INC.AND / _ n o
ENDURA PRODUCTS INC. FRAME WIDTH o m o 1.o a
35 3/4 MAX. II—"� � PANEL2WIDTH - O DoN o
I` PANEL-WIDTH Y I W/ASTRAGAL '1 • °a O m m
GENERAL NOTES II I e
i.THIS PRODUCT IS DESIGNED IO COMPL Y WITH THE CURRENT.FLORIDA BUILDING
eco roe LL
CODE(FBG).lNr.1 UOING HVNZ AND NAS BEEN EVALUATE!)IN ACCORDANCE WITH E
THE FOLLOWING: ro
TAS 201-94 z20 1/2" 20 1/2" Y
TAS 202-e4 F o UMAX. MAX. 2
TAS 203-94 _ D.L.O. D.L.O. of Li
_
2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER I r �s 20 MAXw = Q w
LOADS TO THE STRUCTURE. w X - I < lar INACTIVE ACTIVE '. ¢ 0
O D.L.O. ° s a p I-
3.PRODUCTANCHORS SHALL SEAS LISTED AND SPACED AS SHOWN ON DETAILS. A no X OPP. E O m w C)
ANCHOR EMBEDAfENT TO BASE AM TERIAL SHALL BE BEYOND WALL DRESSING 1 3 3 � � li 3 3 � 3 � � O N O
OR STUCCO. x B G G C O S
4.DESIGNED PRESSURE RA77NG SEE TABLE L PAGE 1. 4 / 4 \ 4 �j 4 a a O O
5,THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH m r5, m U O 46
VELOCITY HURRICANEZONE(HVHZ) t` ^ C) Ln
B.PRODUCT REQUIRES PROTECTIVE COVERING INACCORDANCE TO THE FBC iN / j / Op m 0Z
flVHZ W Z O E Q
CD:2 _io
ton0w w
RESIDENTIAL INSULATED STEEL-DOOR (Common to all frame conditions) u
DOOR LEAF CONSTRUCTION A A A B A A A u Cc o M cD o C2z
Face sheets; 24 GA(0.021'nein)thickness.Galvanized steel A-525 2 4 p q 2 q U Z a
commercial quality AKDQ per ASTM 620 with average minimum yield o z v 0
strength Fy(ave)=30627psi. REF ASTRAGAL BOLT ITEM #12 a ov as
Core Design: Expanded polystyrene with 1.0 to 7,25Ibs density,by Jeld-Wen Inc. SINGLE INSR'INC UNIT (X) DOUBLE INSA'IM UNIT (XX) J
Panel Construction: The active and inactive panels are constructed from 24 GA SCALE.- 112" =1'-O" SCALE.- 1l2" =1'-0" In O M
(0.021"min)galvanized steel.The face sheets at top and bottom are trent 901 over z ZZ
the top and bottom rails.The top rail measures f.0"high x 1.688'wide.The steel ALL DOOR MODELS ARE VIEWED cn o 0 o O
bottom rail measures 1.21'high z 1.688'wide.The sides of the face sheets are roll FROM THE (NTERIOR SIDE z Cn o En
Cn En try
formed info the latch and fringe stiles which measure 1.00'high x 1.688"wide.The O t V of F,
intenorcavily is filled with expanded polystyrene.The lace sheets are glued to the t= ZO_1Z
expanded polystyrene.The panels are cut out for the two-piece COL Aluminum TABLE I DESIGN PRESSURE RATING U O
ALLEN frame.Units are glazed with tempered and laminated impact i'IG.On WHERE WATER INET TRATION w 0 w w
WHERE WATER INFILTRATION NEEDED. REQUIREMENT IS NOT NEEDED OR =Z Z Z
double door applications the inactive door is titled with an extruded aluminum REQUIREMENT le NEEDED. PROTECTED Y:NERHANG.'*' NOTES. I j W,W U l�il
astragal of 6063-T5 alloy,manufactured by Endura. POSITNE NOTAPPRO'JED .600P5 1 - ALL VIEWS FROM INTERIOR.
Frame Construction: The frames are constructed oflingerJolnled pinojambs NEGATIVE NOT APPROVED 65.0 PSF 2 - FOR HORIZONTAL ANCHOR IN JX BUCK OPTION IN '00-'W
o
measuring 4-9116"x 1.114'.The head/ambsare mortised and butijoined to MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. n
the side)ambs,and attached with three(3)16GA 7116"crown x 2'long * Unit shall be installed at location protected by overhang such that o 1r9 DID
overhang ratio(OH)a OH IangthiOH height greater than 1.0 3 - FOR VERTICAL ANCHOR IN 1 X BUCK OPTION E a o
staples on each side.The fhreshhold is attached to The side lambs with MASONRY/CONCRETE. SEE SH�tNI tf1� DETAILS ^`4�`�
three(3) DL i 7116'crown x 2'long staples s, each side. TABLE OF CONTENTS N c S F•1yO rrriix� w o 0 m¢z
Glazing: ODL insulated lite is 1"overall thickness,consisting of one(1)
pane of 0.125"tempered glass;0.5'air space;two(2)panes oto.125" SHEET# DESCRIPTION �
Z .• G 1 p0 DATE: 2/5/08
annealed with.090"PVB interlayer by Solutia.All liters are sandwiched 1 TYPICAL ELEVAl10N$ _ scALE:AS NOTED
glazed info the panels. 2 VERTICAL CROSS SECTION&BILL OF MATERIAL ?�4-•:
3 HORIZONTAL CROSS SECTIONS = * * = Dw6.BY: EAG
—4 —OPTIONAL1KBUCK"IN IAASONRYlCONCRETECROSSBECTIONS -- —��-'• - � -�:-CH"-BY:S.SAFFEL -
5 ANCHORING LOCATIONS ORND�rr.EELr DRA%ING No.:
6 COMPONENT DETAILS '
DigRally slGnb by t!nrmesENorero.P.E, ra � JW0509-04
—m
7 UNIT COMPONENTS Reason:I PprmineIn,dxu 1 �a
d'�tmk1�2°A'
OAw.201:.02.09 11 I:D;4•,'00' PBPE C� f1009, .24670 SHEET OF 7
---— -- — 1" MIN. I" MIN. I --- - -- —---- -- -----
,`\``1 781 1" MIN 1" M!N. Item DESCRIPTION — Material
1' MIN. -- 1 SIDE JAMA 1 1 4'x 4 9 16"FINGERJOINTED PINE PINE
m
MIN. w I 2 HFAD JAMA !1 1/a°x 4X16' FINGERJOINTED PINE PINS _
3 4" x 4" BUTT HINGE 12GA. (.089" MIN).---.._ STEE{_.___
Z 19 36 4 x 1" PHI S F FLATHEAD WOOD 'CREW STEEL o n
/'- _ 2 5 70 PHF SCREW WITH 1 1 2"1101. EMBED. STEEL
1/2" 20 6 f0 X-_2=PHILLIPS FtAT7JEA0 WOOD SCREW Si£EL O? a
1/4" MAX. 7 8 X 3" PHILLIPS FLATEHEAD WOOD SCREW O m o rPi r
MIN. EIdB. SHIM THK. 20 8 8X1"PHlLUPS FIAT HEAD WOOD SCREW STEEL la d N o
9 COMPRESSION W'FATHERSTRIP 0-LON ODS-650 VINYL • a p m m
11 INSWING ADJUSTABLE THRESHOLD ENDURA _ ALUMINUM m
\ 2 12 ASTRAGAL THROW BOLT STEEL ROD 5/16 x IS STEEL ti w v v
1/4" MAX. SEE ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL O J f0
Q u....
SHIM THK. DETAIL A SEE 13 ON HEAD JAMB - _ _ L=
m x
SHT. 7 -- 26 DETAIL A 14 16 Ga. 7.t 6"CROWN x 2°LONG STAPLES STEEL @ Z
SHT. 7 15 KWIKSET LOCK SERIES 400 STEEL 3
28 �� 26 16 KWIKS£T DEADBOLT SERIES 780 STEEL m
17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y
1 5 9 28 2x WOOD BUCK
_ 19 2x WOOD BUCK WOOD
21 3O 1 35 9 20 NON COMPRESSION SHIM WOOD
I 21 _ 21 DOW 995 SILICONE SEALANT_ SILICONE W
30 22 I IMPACT IG ASSEMBLY BY ODL GLASS cD
21 21 23 1 B TEMPERED CLASS GLASS C) !
i 24 3 B LAMINATED ANNEALED GLASS CLASS w,uUj Z vl
1- 21 21 25 LOCK BLOCK WOOD �'�= zO
C7 SEE + TOP RAIL FINGER JOINTED LVL Liz. �O�a C)
= O XT RIOF. DETAIL G = 2 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL ; p 8:!K
SHT. 6 w o SEE 28 EXPANDED POCYSnl?RE 1.0 FO 1.2516s DENSJTY BY JELD-WEN FOAM a 0 (1 Ir
w
_ EXTERIOR. DETAIL G 29 STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL O a w 1-
a
y�- 23 SHT. 6 A-525 COMMERCWC QUALITY 0.021'MIN. THICK. V I
u 30 OD DTE EN FRAM ALM 0 TS ALUMINUM
xa 23 31 IN SID TIL I C R 01 L L tt4 w�"o UO
ro 22 32 LATCH SIDE S11LE FINGER OINTED LVL LVL .�
Ln m I 22 33 8 x 2' PHILLIPS FLATHEAD WOOD SCREW STEEL p N CD
34 INSWING VINYL DOOR BOTTOM SWEEP VINCD
YL to p-
o INTERIOR ' 24 35 13/16,RW BUILDEX TAPCON'MTH 1.25'MIN. EMBEDMENT STEEL
Ld INTERIOR 36 OPTIONAL 1x WOOD BUCK WOOD n O mo-o >
1 21 a.c) 0.
°N° 27 N 21 m
21 30 p NOTES: z z z
21 30 1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR m o o o
wIn- CA(n
27 29 SPACING (ITEMS #5 & (,(34), SEE SHEET 5. �n>
�1 29 MASONRY AND CONCRETE INSTALLATION DETAILS. oz �
I 5 34 C-� FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN o
34 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. z z a z z Ln
�wQww
11 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
M T 1 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM n o vo
i
m
o I _ EMBEDMENT IS ACHIEVED. o o w
Q 63 al
4 aa
Z `A�II1111111!/�� •-N d'N
1 1/2" MIN. EMB. �•:���ES F O x�iw o U m a Z
DATE: 2/5/08
1 (J 7 7>' s-AS NOTED
Dwa. Dv: EAG
18-- w - I -ice_^^^::_;$tlT 0 -lu CHK.-er:S-SAFFELL -
1" MIN.--- 1" MIN. - 11 MIN. 1" MIN. ryEq �9.0iXE4 ;
98
Jl77 . ORAWINO NO.:
3A TICAL�80SS SECTION TYP 3 $ V ICS CROSS SECTION TYP � '�'�,°i'I°0fl a� 33 JW0509-04
2 WOOD I'RAAlE INSTALLATION SCALE6" =J'-O" 2 CONCRETE INSTALLATION SCALL 6" =1'-O" FePec€1�1let � .svna sHEEr 2 D 7
35 11/4"
IMIN. EMB.
1" MIN. .._ _1/4•' MAX.
1" MIN. ------1" MIN. 1. ! 1 I SHIM
MIN. 1. - SEE DETAIL f. -t26 29) ��am o,
MIN. 1 SHEET 7 15 Mo
O
O m O1?1j 1
7 W I f EbTEEB 22 .1w m N O
9
Z SEE �a O ao m
-I 36 co w
211 24 DETAIL G
S0 m vi
_ MIN. HT. 6 J v�
1/4' MAX. 20 MIN. // I 97 r+u-
SHIM THK.�- j / z r a m
SEE l-C2) 33 �%/ J cn m u.
DETAIL A /• /%�' �\ IN7MO 7 Q1
SHT. 7 26 _ 25-:i.. Y
B ` 23
76 2 4 OPERATING UNIT IX BUCK 36 32 21
1 35 9 OPTION/N AfASONRY/CONCRETE 20 30
21 (SCALE.' 6•• =J'-0'•) 1 1 1/4' W Z
30 MIN. EMB.
1/4' MAX.� —T W q•- 1=-
21 21 1 SHIM 11^ p W p �W
SEE SEE DETAIL ASHEET 7 I 1^ MIN. 00 c)O Z,
u+ EXTERIOR DETAIL G ti 22 9 LlMIN. F--p O
= SHT. 6 oJ' _ \ Q �
w 1•
SEE �` I O a J ZOO
23 DETAIL G n 37 p m
SHT. 6
22 21m .EXTERIOB a 1^ W ZSo,?� 00
W 24 r l
MIN.
MIN (3i3 p I:J �g z
'tNTERtO W< t
21 21 0 7zcaw
IN D
XZ
N
MIN. ��� 21 Oil U
21 30 EMB. 30 3 4 20 36 JS 1 J ro
28 .�..:..:;. 35 19 20 - 90
29 1 " 1 2 31 32 �� 6 _p c�00Z
rV H 1 HORIZONTAL CROSS Shl TION Trp. m Ln 0 Ln Wo
27 - 34 I"MIN. o 4 OPERAT/.VG UNIT 7X BUCK z,�i �iJ�,i
OPT/ON/N AfASONRY/CONCRETE oaf z ae m
T RIGHT H/NCE S17OWN, LEFT HINGE OPPOSITE SHOWA' o O a a z
1' MIN 5 °. (SCALE.' 6•• =f'-O") w w w w 0
I Lo Ui
, 2 z O z Z
� NOTES:
FORSHETA5CON MASONRY AND WOOD SCREW ANCHOR SPACING(ITEMS 15 &;�34), SEE �1 O O�
1
N t
1IN. �\� 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW OF HEAD OR JAMB AS LONG � 10 co° AS MINIMUM EMBEDMENT IS ACHIEVED.
' _ N
wI 1` MIN, a o � ONE SHEET 7 ````V` �SV IFI I f 1plll'''' W O U DO d Z
-2^ MIN.- —t" MIN. ' a G DATE
° 1/4" 2�$��8,r 4y 7""7
2 A VERTICAL CRO.S.S S-%TION'ZY2.— o '1 I-SLH1M - ;'Nc}7,38778.'_ SCALE:AS NOTED
4 OPERAT/NG UNIT fX RUCK {I
UPT/ON 1N AIA,ONRY/CONCRETE ° 7 1/2^ MIN. EMB. IrJJG. eY: EAG
=1,0,.� —-
cH—utS._SAFF_EL
CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL .,oll ,� '
MASONRY "I IACMND I�\� DRAWING NO.;
BY CROSS SECTION OF HEAD OR JAMB 398�p E�A+gL{A+e N'm ,1W0509-04
OTHERS �Af1at0.4WrMr
FHPE SHEET 4 OF 7
----- ---
0 2 _SEE DETAIL 0
SHEET 6
_ SEE DETAIL B SEE DETAIL B
SHEET 5 SHEET 5 e 13 0
0 6^ 6^ SEE DETAIL A n
pW 6" 12 - 12' 12"-- 12"-I_ 12"- - O" wOmOMN
11 w i SHEET 6
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5 ¢ i ow mv�iv
35 5r,LL
TYP. 35 M M ti w t m
ry TYP. r- n I N SEE DETAIL D r m a LL,
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u �p SHEET 6 '� E
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SEE DETAIL A SEE DETAIL A -) I I I I I 1-3 7
--37 1/2" SHEET 5 SHEET 5 6" - 12' I' 12-" 12"'- 12"-I' 12"-I i—6" Lr)L 0 N o
/ �_J� z
L D M VI IN . 74"- ( 0o ml 0 0
1 1 F M YT R SIDE 1 1 O Z m cn F
a0
SEE DETAIL E �-�� m
SHEET 6
ANCHORING LOCATIONS Q Z
INSWING SINGLE UNIT (X) ANCHORING LOCAT/tl S DOUBLE '0600
�
INSWING UiVJT (XX� _ p_-
SCALE. 1/2" =1'-O" SCALE' 1/2" =1'-O" Z�j .1 j
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DATE: 2/5/08
ScALE:AS NOTED
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/ F8P p(14f;Q, K29578 SHEET 7 Of 7
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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
a
A Perfect Solution in Eve Dro Dania Beach, FL 33004
ry P 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buiIdingdrops.com
Product Evaluation Report
Of
I
JELD-WEN, inc.
Contours Steel Door, Wood Edge
6'-8" Inswing Impact Glazed Single or Double Door Unit
,dor
Florida Product Approval
Current Florida Building Code
Method: 1 —A (Certificate Method)
Category: Exterior Door Assembly
Sub— Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Wood/24 Ga. Steel
Product Dimensions: 7497x 82"
Prepared For:
3737 Lakeport
b"Inniath Falls, OR'. 97601
F.
Prepared by:
Hermes larva-o. l'.1:. Z .=• .J
Florida Professional Engineer#73778
Date: 01;26/2015
Contents: 0,r•'• C OP.' ��
Evaluation Report Pages 1 —4 �i� FS•••'"•••'' C�� °�
Digitally signed by Hermes F.Norero,PP,! `S/ONAk-
Reason:I am approving this document fill
Date:2015.02.0911:09:40-05`00' Hermes NI rero, P.E.
Florida No.73778
I
i
I
BUILDING DROPS
{>z A Perfect Solution in Every Drop Date: 01/26/2015
r Report No: 3393
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Door Assembly
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact)
74"x 82„
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method la of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes 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 JW0509-04,signed and sealed by Hermes 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,
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 JW0509-04 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW0509-04 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No.73778
Page 2 of 4
I
i
BUILDING DROPS �
Date: 01/26/2015
, ;. A Perfect Solution in Every Drop
N
Certificate of Authorization:29578 Report o: 3393
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance i ith the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute, Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC Organization# TST1589)
Report#: NCTL-210-3195-1, Report Date:04/28/2005
Report#:SJW2011-050 Report Date:06/13/2011
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
3. Certification Agency
National Accreditation and Management Institute
(FBC Organization#: CER1773)
4. Material Certification
Miami-Dade RER—Product Control Section NOA
Eastman Chemical Co.—Saflex HP Interlayer
5. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84-08
Report#:3113726SAT-001 R1 Report Date:03/13/2009
I
Hermes Norew, P.E.
Florida INo.73778
Page 3 of 4
/ BUILDING DROPS
A Perfect Solution in Every Drop Date: 01/26/2015Report No: 3393
lea_ Certificate of Authorization:29578
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 the current Florida Building Code.
JELD-WEN, inc. has tested their products to the following test standard edition(s):
1) ASTM E84-08
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM E84-09
After review of the above mentioned referenced standards and editions,it has been found that no(significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bulcking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
Refer to Installation Instructions(JW0509-04)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Positive 60 PSF
Negative 65 PSF
Note: Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement, product shall be used when installed at locations protected by
overhang such that overhang(OH) ratio=OH Length/OH Height> 1.0
Hermes Norero, P.E.
Florida No.73778
Page 4 of 4