HomeMy WebLinkAboutProduct Approval 06/30/2015-2:37pm gabriels VAProjects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg
5th ED. FLORIDA BUILDING CODE 2014 & ASCE 7-10 "ASD" MRH <_ 60'
� ) WIND VELOCITY = 170 MPH
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONI(d=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURESj ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof t tory Area(Sq Ft Roof Tribute Area S Ft 1. TABLES ARE INTENDED TO REP,ICf ORST CASE'PRESSURES.'WORST CASE'IS
fight DEFINED AS THE C DI,0NN t`L WN VARIABLE AS DESCRIBED BELOW.
ht 10 15 20 25 30 4 SO;r. 10 15 2D25 30 35 40 45 50 USE OF CRITICAL CO 0;, B4$,gQIiIRED FOR, ' ITH THESE TABLES.
-41.0 -40.0 -39.3 -38.7 8 3 3 9y 6s 0 -50.6 48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O L j �B1LIC13 NGQF, I�J):` ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft 0-15 ft 3 TABLES VALID F RQQOF1pEs&�,SP APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36.8 +36.1 +35.5 35 1 + 7 4 83 - +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA L3 TERF�E!, jpJB l ,E INEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 -39.8 - . -38.8 -3 `4 3 8' 3' 6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B IL" EE (AVERA E,,,_. OF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft L � 16 ft CANNOT BE IDENTIF ED ,�PEAK7 b T.
+38.3 +37.3 +36.6 +36.0 +35.6 +A$}2_ : 346 ,, 4;c +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3
5. ALWAYS ROUND GHIS i0 E , LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -42'1 -41.1 -40.3 -39.8 -39.3 -38.' " �'-3 .0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI __ .•;T E OP NING IN QUESTION(HEIGHT*WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M m Y 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 OPENRY
AREAINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL
-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.
8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 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 ft +40.6 +39.5 +38.7 + 8��3Z Z:3# +36: g Ia+73 . +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 5,; - e5 / .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22ft +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 + i5 � 3Z.. ¢t3.:.£ 7.0 +36.7 GENERAL 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 4876 -4 i9 �p47.3 -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 + $ x+3$10 ;;C}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 -5 -47.1 CRITERIA AS OUTLINED HEREIN.
4�9'•+= 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
24 ft +41.7 +40.6 +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' i8.0 +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 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(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
26 ft '46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -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
+42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +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 -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.
-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 -49.3 -48.7 USE OF THESE TABLES AND CORS ING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft ,gvr' 8 ft COEFFICIENTS LISTED.J:1E-LFJ-N, HA�BE NO VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40 0 +3. - =+38 9 +38:h .�/ +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM NT�AN ERM HOLDER'N RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 4:6 2I - 6 -58.1 -55.9 -54.2 -53.0 -51.9 51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE DJ REI .
29 ft I� 29 k S. THIS SPECIFICA O I 0 I Q T „0 ER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +3,5.9 ;± +9 ,� +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RER. SEQARA�FBU MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4 t9 i°35 24'fft9" -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE IG, TIONS F MATTON AND APPLICABILITY OF THESE TABLE
30 k a , 30 ft VALUES WHICH IS `B V Yt�O E sI CCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +40:2 9t&KK 9 5 a,9.,2� +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL ";. ''GT' RO, O S: TEM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 -44-5. r-44.9
E r'4 .5` -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIO E(yE _ %• I ITY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 9,7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0AFFIRMATIONS ARE INTENDE35 f[ +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +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 -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 40ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
+46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +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 REQUIRED.-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF
EAVE HEIGHT
45 ft +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 ROOF
50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 soft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I 1 I HEIGHT
+48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 0
-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
55ft 55 fc 5 I 4 1 5
+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 8 O O
-54.9 -53.6 -52.6 -51.9 -51.3 1-50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 1-59.5 -58.6 -57.9 -57.2 ELEVATION
6Oft +50.6 +49,3 +48.3 +47.6 +47.0 1+46.5 +46.0 +45.7 +45.3 60ft +50.6 +493 +48.3 +47.6 +47.0 1+46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES I R C
n p o REMARKS DRWN CHKD DATE o<
p z INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o mD
02
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 2 O 1/�) o
1'T EXPRESS° °' A
z REV 2014 FBC DGM TSB 06110/15 o (1F,
L, _ = ASCE 7-10, CHAPTER 30 CORPORATEOFF[CE: m L �m
m 160 SW 12th AVENUE SUITE 106 z
? DESIGN LOADS FOR COMPONENTS &CLADDING m _
A DEERFIELD BEACH, FL 33442 o v � J a
-P )
z MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 3 LIN o
I Gt THIS DOCUMENT ISTHE PROPERTY OF ENGINEERING EXPRESS,
,A, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH 119885 z
1010 1--i z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / � �O E:HELLO@ENGINEERINGEXPRESS.COM ;O �
W PERMITTED AND INVALIDATE CERTIFICATION.DITIONS,OR OTHER MARVJNGS TO THIS ENT ARE NOT Z m
a ENGIN EERINGEXPRESS.COM `
JELD-WEN Design-ProT,^ and Smooth-Pro", Fiberglass Doors
WINDOWS Doors 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 ratings for specific products with your supplier orJELD-WEN sales representative.
Highlighted options are ENERGY STAR certified in all zones.
Highlighted options are ENERGY STAR certified in Northern,North-Central zones.
MM
ii
Door Illustrations are examples of glass area and are not representative of the full selection of
door desi ns available.
114 Lite 112 Lite 314 Lite Full Lite
� I
GLASS UNIT
THICKNESS/
TYPE DESCRIPTION GLAZING MQqw IRMM74
I x. c�fy c
Clear 0.23 0.10 0.28 0.19 0.31 0.26 0.36' 0.34
1/2" Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28
Clear w/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30
Low-E w/Grids 0.21 0.08 0.25 0.14 0.31 0.25
3/4" Clearwith'SDL NA NA NA NA 0.30 0.20 0.34 0.26
Low-E with SDL NA NA NA NA 0.28 0.22
Clear 0.22 0.10 0.27 0.19 0.30 0.26•}'° 0.34 0.34
Low-E 0.21 0.09 1 0.24 1 0.16 1 0.26 1 0.21 1 0.29 0.28
Inswing and Outswing 1., Clearw/Grids 0.22 0.09 0.27 0.17 0.30 0.23 0.34 0.30
Law-E w/Grids 0.21 0.08 0.24 0.14 0.26 0.19 0.29 0.25
Clear w/Blinds NA NA 0.28 0.17 0.32 0.23 0.36 0.31
Low-E w/Blinds NA NA 0.24 0.09 0.27 0.12 0.30 0.16
Decorative Glass' Decorative/Clear 0.21 0.09 0.24 0.16 0.26 0.20 0.30 0.2T,
Embossed NA LI-Factor=0.17 SHGC=0.01
Flush NA LI-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam 0.24 0.08 0.29 1 0.15 1 0.33 0.20 0.38 0.27
Triple Pane Clear w/Blinds and Grids NA NA 0.23 1 0.12 1 NA NA 1 0.27 1 0.23
Low-E w/Blinds and Grids NA I NA 1 0.21 1 0.10 1 NA I NA 1 0.24 1 0.19
Clear NA NA 1 0.25 0.11 0.27 0.15 0.31 0.20
1/2" Low-E NA NA 1 0.23 0.09 0.25 0.12 0.28 0.16
Clear w/Grids NA NA 1 0.25 0.11 0.27 0.14 0.31 0.18
Low-E w/Grids INA NA 0.23 0.09 0.25 0.12 0.28 0.15
3/4" Clear with SDL NA NA NA NA 0.30 0.17
Low-E with SDL NA NA NA NA 0.24 0.11 0.26 0.14
Clear NA NA 0.24 0.11 lbmw low 0.30 0.20
Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16
Sidelite Clear w/Grids NA NA 0.24 1 0.11 1 0.26 1 0.14 1 0.30 1 0.18
1 Low-E w/Grids NA NA 0.22 1 0.09 1 0.24 1 0.12 1 0.2-6---F 0.15
Clear w/Blinds NA NA 0.25 A 0.09 1 0.28 1 0.12 0.32 1 0.16
Low-E w/Blinds NA NA 0.24 1 0.05 1 0.26 1 0.07 1 0.28 1 0.09
Decorative Glass' Decorative/Clear NA NA 0.23 1 0.10 1 0.24 0.13 0.28 0.17
Embossed NA U-Factor=0.17 SHGC=0.01
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam NA NA NA I NA I NA NA 0.36 0.14
These options include direct glazed and lip lite glazed products.
Performance values calculated in accordance with NFRC 100&200.This data is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with
valid NFRC logo.
Rev.12115/14
Florida Buildinp Code Online
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Product Aooroval i-lenu>Pr idu er Ar.Dln,atM•n Search>J?ol cation i ist>Application Detail
FL# FL16468-R8
Application Type Revision
Code Version 2014
i Application Status Approved
Comments
Archived ❑
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
y Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
? (800) 535-3936
customerserviceagents@jeld-wen.com
I
Quality Assurance Representative
[ Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑� Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 01/01/2018
Validated By Locke Bowden
❑� Validation Checklist- Hardcopy Received
Certificate of Independence FL16468 R8 COI COI JW SS 201.5-04-27, df
Referenced Standard and Year(of Standard) Standard y��C
TAS 202 1994
Equivalence of Product Standards
Certified By
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hhMa%2b8zaLpw%3d%a3d[9/28/2015 1:46:23 PIMI
Flc,-ida Building,Code Online
r—
Sections from the Code
s Product Approval Method Method 1 Option D
1
Date Submitted 04/15/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
=3 Date Approved 06/22/2015
Summary of Products
41
FL# Model,Number or Name Description j
f
16468.1 Design Pro/Smooth Pro Fiberglass I Single(X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
j-_— Outswing
j Limits of Use�— —I Installation Instructions —
Approved for use in HVHZ:Yes FL1.6468 R8 II A0.10861A.pdf
Approved for use outside HVHZ:Yes j Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
fs 'i
Other: FL16468 R8 AE PER3472.IZ
j Created by Independent Third Party: Yes
y l 16468.2 Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
I Outswing
Limits of Use Installation Instructions i
i Approved for use in HVHZ:Yes FL16468 R8 II A010862B,pdf
" Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports 1
Other: FL16468 R8 AE PER3473.odf
Created by Independent Third Party: Yes
116468.3 Design Pro/Smooth Pro Fiberglass Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Outswing
4
!Limits of Use Installation Instructions
Approved for use in HVHZ:Yes I FL16468 R3 II A010863A.pdf
j Approved for use outside HVHZ:Yes l Verified By: Hermes F. Norero, P.E. 73778 s
j Impact Resistant: No i Created by Independent Third Party: Yes
Design Pressure: N/A !Evaluation Reports
i Other: I FL16468 R8 AE PER3474,12df
i Created by Independent Third Party: Yes J
16468.4 Design Pro/Smooth Pro Fiberglass Double(XX) 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 FL16468 R8 II A010864A.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
i Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
• t Other: FL16468 RS AE PER3475.12df E
—_ Created by Independent Third Party: Yes
j 16468.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Opaque Door 9-0 x 6-
j 8 and 9-0 x 8-0 Inswing and Outswing
--------
"
'i Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL]6468 R8 Il A01.0865A.Ddf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
'^ Design Pressure: N/A Evaluation Reports
� Other: FL16468 R8 AE PER3476.)d
i Created by Independent Third Party: Yes
16468.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8 j
and 9-0 x 8-0 Inswing and Outswing
ir
http:/hvwiv.floridabuilding.org/pr/pr_app_dd.aspx?param=vGEVXQwtDgvXaHHDwAAyb18X63XgEOj%2b%2f%2fWgpShKFc8hhMa°/`2b8zaLpw%u3d%3d[9/28/2015 1:46:23 PM]
Florida Building,Code Online
Limits of Use {Installation Instructions
Approved for use in HVHZ:Yes I FL16468 R8 II A010866B.pdf
Approved for use outside HVHZ:Yes { Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
t, Design Pressure: N/A Evaluation Reports
Other: FL16468 R8 AE PER3477.pddf
Created by Independent Third Party: Yes {
116468.7 Design Pro/Smooth Pro Fiberglass {Double with sidelite(s) (XX,O/O,XX/O,XX,O) Opaque Door 12 j
I
I 1 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use i Installation Instructions
"7 Approved for use in HVHZ:Yes FL16468 R8 II A010867A.1df
' Approved for use outside HVHZ:Yes { Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No ( Created by Independent Third Party: Yes
Design Pressure: N/A i Evaluation Reports
{ Other: { FL16468 R8 AE PER3478.2df
Created by Independent Third Party: Yes
- --
16468.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Glazed Door 12
0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
1 Approved for use in HVHZ:Yes FL16468 R8 II A010868A.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
t Other: FL16468 R8 AE PER3479.pdf
— -- Created by Independent Third Party:Yes t
i
t.r
1
Contact Us;; 1940 North Monroe Street.Tallahass FL 32399 Phone:850-487-1824
i, •>t
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click bare_.
ti
i•� - Product Approval Accepts:
i.
- - d
sccuritvmii t%tics'
r
http:/hvxvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvXaHHDwAAybl8X63XgEOj%2b%2f%2fWgpShKFc8hlbMa%2b8zaLpw%3d%3d[9/28/2015 1:46:23 PM]
BUILDING DROPS 398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
> A Perfect Solution in Every Drop
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
SES R° 1,0 '0'e.* r
7
ONAt-�� �•`` Digitally signed by Hermes F.Norero,P.E.
/'I'f+'t� 0"%N Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
74 3/4"MAX.O.A.WIOI 37.3/s.. PREPAREG BY:
37 E TYP. TIP—FRAME
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1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 1 ••+'�'^' p 2 Q p
BUILDING CODE(TBC),INCLUDING I IVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: ,.�N. ---- /8•'MAX.O.A.WIDTH
• TAS202.94 ..x••.,.,.wM 373/8'' Q. �Q
FRAME O J 177 •
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t
TYP, w
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE �7r C U
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF r ` \ Ln W.
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR °��.,w ( LFIX� z °' a- t9
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED =HEREIN,ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISDOCUM1tENT. � eOO REMARKS BY DATE
z"- ACTIVE Add Vent Lite Option GL 5/5/1
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Q i U z
RESISTANCE. ,3„O c i a Add AOA,Multi-Point GL /19/14
O &Fixed Sldelite
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS,SEE SHEET 4 FOR GLAZING DETAILS. FIXE
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN Axg 4WlxJ+H UgCIXJ_'tGw Wlro,l Ul vapr"
GLASS,DECORATIVE AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED nw�Rcrnuat4Yej ,a.o ow'i
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TYP.ELEVATION Z
7. NOTE:OPERATING AFCU H 497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PSF, LtN 111117'<x
FIXED SIDELITE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER W"x'"'•� w..a•a.r., ."011111111111",
\Sl J,I7Z
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, NOTES: F.
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT , ��5 F•. a jai
( ) HAND OR RIGHT HAND OPERATING DOORS.
011 RATIO=OH LENGTH:OH HEIGHT 15 2 1.0 ti Z�,��G. •FO
2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED.
MAX.OVERALL DESIGN __
NOMINAL SIZE ��O ,•,q �•:
CONFIGURATION
FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE C '
TALE OF CONTENTS INSWING OUTSWIN 1RA7�NG ',�<•s Txkil G``���`
WIDTH HEIGHT POS. NEG. POS. NEG. POS. NEG. POS. NEG. y}) 'Q'"��,`
SHEET REVISION SHEET DESCRIPTION nc rrr2\nsn
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES O 3'-0" 6'-8' S0' S5 50' S5 50• 50 50' S0 NON-IMPAR Digitally signed 6y Hermes F.Norern,P.E
0,X,0 9'-0" 6'-8" 50' 55 50' 55 50' 50 50' 50 NON-IMPACT Reason:l am app+oving this document
2 A TYPICAL ELEVATIONS Date:2014.07.0609:49:17.04.00'
3 A TYPICAL ANCHOfl LAYOUTS AND NOTES jo
LITE 9'-0" 6'-8" 50' 55 50' 55 50• 5U 50' S0 NON-IMPACT
DATE: 02.05.14
4 A QUALIFIED CONFIGURATIONS&GLAZING DETAIL 9'-0" 6'-8" 50' 55 501 55 SO' S0 50' 50 NON-IMPACT
3'-0" 8'-0" 45` 45 45• 45 45' 45 45' 45 NON-IMPACTDWG. Y: CHK. Y: �^5 - OPTIONAL 2X BUCK ANCHORING DETAIS GLITJM SS MSS6 A VERTICAL ASSEMBLIES 45' 45 45' 45 45' 45. SCALE: NTS
7 A HOR¢ONTALASSEMBLIES 6-0" ' ` SD• 55 50• 55 50' S0 SO' S0 N0N-IMPACTDWG.rr:A010866B
8 A WOOD SUBSTRATES 50• 55 50' 55 50• 50 SHEET: OF10
9 '� CONCRETE SUBSTRATES 6'-0" G'-$' S0' S0 50' 50 50• 50 50• SO NON-IMPACT10 A COMPONENTS&HILL OF MATERIALS 6'-0" 8'-0" 45' 45 4S 45 45' 45 45' 45 NON-IMPACT
-SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY
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BUILDING DROPS,INC.
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REMARKS BY DATE
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DATE: 02.05.14
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2
PREPARED BY
INSTALLATION NO'ILS: Sit PAH --112 1/R"MAX.O.A.WIDTH --
FOROTY. 1 1/2"IYP.
1. ONE(l)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION 5HON2t1' R„TYP C3 C3 3,.TYP,
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHINIIS).MAXIMUM ALLOWARI.F BUILDING DROPS,INC.
SHIM STACK TO BE 114 INCH.SHIM WHERE SPACE OF 1116 INCH,OR GREATER OCCURS.SHIM(S)SHALL BE - naP wvu ee•r"ns,,v w
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. fll�E > ,'is1P_ s
AN ih511,1e e),P
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING el1T NOT LIMITED TO w+-�--� . "r`;""•
STUCCO,FOAM,BRICK VENEER,AND SIDING. 1
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST 8E MADE OF CORROSION RESISTANT MATERIAL `o in ". FEW- f F ."
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE IN IN ACCORDANCE WITH ANCHOR N MANUFACTURER'S INSTALLATION INSTRUCTIONS. v. I ZE m.,. FOR HOLLOW RLDCK AND GROUT FILlEO BLOCK,DO NOT INSTALL INSTALLATION ANCHORSINTO MORTAR c7,. = O ZJOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE �ZUZ Q VSHELLOFBLocK. O 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL 3E THE SAME AS FOR 2X BUCKCONCRETE/MASONRY CONSTRUCTION. 4 �7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON 5U BSTRATE MATE RIALS''WITH THE F14D Z —T
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OF 2000 PSI AND GROUT CONFORMS 10 ASTM C 476,MINIMUM GROAT COMPRESSIVE STRENGTH OF 2000 TVP.ANCHOR LAYOUT p ¢
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3"TVP. 1 1/2"TYP. 3"TYP. O.A.WIDTH 3"TYP w y.
B. SEE SHEETS 8 AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR I- t—
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REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OP HEAD OR JAMB AS LONG A5 MINIMUM i d Add Vent Lite Option GL 5/6j14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. r i I r Add ADA,Multi-Point GL'/19/14
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IYP.HOPPE 25 26 ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. OZ.OS,14
MULTI-POINT SHOOT BOLT DWG. Y: CHK.BY:
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(q)8'-0"GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL (�qn��� GLAZING DETAIL WROUGHT IRON AND RADIUS(SHAPED]LITES ARE APPROVED /e
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DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
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1, 2X BUCK 15 NOT FOR INSTALLATION AT SILL,THRESHOLD SHALL BE FASTENED SCALE: NTS
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5
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5 &Fixed Sidelite
�� I \\\� \\� � —}•'j '.vrtxJVlWNrtkx+RusFx lxO+euC11-1 c-IT
{--- 19 r u.rm rox�,,+oansxz�annmmxc,ano:+rn
"� wunvra+u n .a+xri nex+rtrlu,wu
OPERABLE SILL SIDELITE SILL OPERABLE SILL
6 OUT5WING DUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING
AFCO J-2297
OPTIONAL AFCO H-097 •••, •.f..o
ST �=
INTERIOR EXTERIOR
G
DATE: 02.05.14
DWG. Y; CHK. Y:
8 OPERABLE ADA SILL GLITJM SS MSS
SCALE: NTS
6,) INSW ING/OUTS A010866 B
ENDURA HCI5OOO 000 DWG.h:
SHEET: OF 10
6
nRi'.PARED BY:
HINGE DLTAIL A7 IAMB:
NOTE: PLACE 99 X 2-1/2"PFH SCREW 1
HINGE.AND LOCK ARE INTERCHANGEABLE NEXT TO WFATHFRSTRIP +h
AT INE MULLION. '�
Tr/ 1 1 BUILDING DROPS,iNC.
// O \\
NTERO"n \\ wcles+tam�Peoa
r/%� 8 INTERIOi: 48%2-1J2°
PFH /�/ INTERICB \\� ' na ts•,.trar rota
44tP t,r+w Wiklr(y+"n,v,"
6"FROM COR
7 C
NE , /
L 1/4"U. .TYP. 1- X 2-1/2"PHILLIPS \ /
FLATHEAD WOOD SCREW –+ '
m�
3-Ii9 X3/4"PHILLIPS C m a'�^ m
FLATHEAD WOOD SCREWS
LXTERIOP, EXTERIOR UrER�R _ — C l~.t TL ""a.
4-N9 PHILLIPS FLATHEAD WOOD SCREWS HINGE SCHEDULE ti a rW 5 a x W
24 U5E 3/4"LENGTH F0116'-S"DOORS DOOR HEIGHT QUANTITY ��'' Ln m n
USE 1"LENGTH FOR 8'-0"DOORS O' Q m x
2 J
I
1 _ LOCK JAMB FIXE®JAMB /� HINGE JAMB 8•.o• 4 z Z
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR cL O o
L7 Cr ?�
w D Y"
z APPLY DAP ALEX PLUS SILICONE z 11 APPLY DAP AT.FX PI.US SILICONE � 30 APPLY DAP ALEX PLUS SILICONE Wx
OR EQUIV.ADHESIVE.SEALANT OR EQUIV.ADHESIVE SEALAN I- OR EQUIV.ADHESIVE SEALANT
BETWEEN IAMBS BEFORE " BETWEEN IAMBS BEFORE BETWEEN JAMBS BEFORE
MULLING MULLING MULLING
�\\ ' REMARKS BY DATE
48%2'PFH SCREW NB X 3'PFH SCREW 48 X 3"PFH SCREW
AT EACH MULLION. - AT EACH MULLION, AT EACH MULLION. Add Vent Ute Option GI- 5/5/14
6"FROM CORNERS, X 6"FROM CORNERS, 6"FROM CORNERS,
\\ 14 1/2"O.C.TIP. \ j/ 14 112"O.C.TYP. \ / 14 1/2"O.C.TYP. Add ADA,Multi-Point GL /19/14
�. / IAMB MATERIAL: &Fixed Sidelite
,—JAMS MATERIAL: JAMB MATERIAL
j \. \ / FINGER JOINT WOOD,
FINGER JOINT WOOD % FINGER(DINT WOOD.
' OR SOLID WOOD \ SOLID WOOD,OR LVL % S011b WOOD,LVL, ,�„
OR COMPOSITE xnnw+�+.nirinxuxicr®nm,vcnwv:,ixc-
1 1 \ / 1 ..P"'i°" 'r oo�uuru�.n'r rvoiMrdwrnon:,
I 0.75" I 1.50"
j--2.25'�•I 3.00•—�71 `,,tlul 1111/j7
BACK—TO-BACK JAMB
� 5 BACK—TO—BACK JAMB 6 BACK—TO-BACK JAMB
NO MULLION REINFORCEMENT 7 1X MULLION REINFORCEMENT 2X MULLION REINFORCEMENT i
S-N9%21/2"PFH 18 NOTE: 9� 2
17 P
ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE R�4-
W/STRIKE HARDWAR '
E % .c4•:q. (pP:" `
4-MPL STRIKE PLATES 3-4B X 2"PFH TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER. % dr+�P�r°,a+cwERo
W!STRIKG HARDWARE 4-48X13/8"PFH
E%IESICR t-MPL STRIKE PLATE E%TERIGR 1-REINFORCEMENT PLATE
�,...._. HOPPE 42512296 'P°r rV'FM't'tN�'1t?nv,
LI I
INTERIOR 6 INTERIOR o DATE: 02.05.14
DWG. Y: CHK.BY:
GL TJM I SS MSS
9•B9 X 13/4"PFH 13-48 X 13/8"PFH(6'-8"UNITS) SCALE: NTS
R W/HARDWARE $ 15-48 X 13/8"PFH(B'.0•'UNITS)
(6'-B"&8'-0"UNITS) COMES W/HARDWARE DWG.4:A010866B
ROCKWELL MULTI-POINT LOCK (A)HOPPE MULTI—POINT LOCK HOPPE MULTI—POINT LOCK SHEET: OF10
7 OUTSWING SHOWN•INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY 7
CRLIAPL.D S'!,
2X WOOD BUCK
WOOD ANCHOR
N SEF TARLE.ON SHEET 2
MIN. ''� SILICONE
EDGE DIST
O,w_, 1 j/
a 11� % WOOD ANCHOR BUILDING DROPS,INC.
SEE TaB!E SH.3 a SEE TABLE ON Sf 1EfT J - �-1. „r
,u3-
o^ cy ........... � ouuoac
011 I SitllR}93:8
m2X WOOD BUCK // �'�•- 'N <
J
2X WOOD BUCKd:RE> MIN
MAX. EDGE DISTWOODCHOR - SHIM SEE TABLE SHEET 3 $C FW-' x.`•=
SEE TABLE ON SHEET 3 MiN.EMBED. ti'Z
5
EETABLE5H-3
� p1 ] HEAD TYPICAL _ C My
( )� JAMB (TYPICAL) 3 OPERABLE SILL oz 0
v OUTSWING SHOWN-INSWING SIMILARLn
g OUTSWING SSHOWN-INSWING SIMILAR 8 INSWING a Ln Zo
ENDURA ZAIL4565F Z 0
WOOD ANCHOR z WOOD ANCHOR SNOOD ANCNCR too
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SEE TABLE OO VJ�ct
SILICONE Jill \ \\\\\\\ SILICONE SILICONE W W
W� gN I WN
W� 2X WOOD BUCK W� 2X WOOD BUCK �
Z z A z_r REMARKS BY DATE
'^ I ZX WOOb BUCK m Add Vent Lite i-PUon GL 14
Add ADA,Multi-Point GL /19/19(14
ffi Fixed Sidelite
MIN. M N. MIN,
EDGE DIST. EDGE DIST. EDGE DISI.
SEF TABLE SH.3 SEE TABLE SH.3 SEE TABLE SH.3 w.os+�u"n.0 uw.lm im a wwul�waw+"�
mN++;rm co"s:u+u wimw.oao�s,.rc
u�M'r1,nJOnOhy"rrnutafn"t;,Oa aiM9
4o OPERABLE SILL (�g1SIDELITE SILL(MULLED UNIT) �p OPERABLE SILL
O OUTSWING OUTSWING SHOWN-INSWING SIMILAR O HIGH BUMP OUTSWING \\TtILLlilf72l2j
AFCO J-2297 AFCO H-497 `\\\� F.(yC)
CONCRETE.ANCHOR
SEE TABLE ON SHEET 3
SMCONE a * -
a N
Wm 2X WOOD BACK \\\\\\\\\\ SILICONE : KI. �..t,f��..+�'s,4•'(7�����
z w 2X WOOD BUCK �AEAFNtx� ``\\�`
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EDGE DIST,
SEE TABLE SH.3
A OPERABLE ADA SILL SIDELITE SILL(STAND-ALONE) DATE 02.05.14
o DWG. Y: CHK.BY:
O INSWING/OUTSWING B OUTSWING SHOWN-INSWING SIMILAR GL T.1M
SS
�MSS
ENDURA HC15000 NO ANCOR REQUIRED SCALE: NTS
DWG.a:A010866B
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OFT
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE.DISTANCE ARE ACHIEVED. 8
FRF PA RFD P•
n
1X WOOD BUCK BUILDING DROPS,INC.
MtN. ^' .••� (OPTIONAL) Ixt n+x.;oc=a b;vn.sn t.r,
CDGE DIST. N to Tec.I tlrx
SEC TABLE SH.3 z o`v CONCRETE ANCHOR n. sa t r
CONCRE iE ANCOR SEE TABLE ON 5111:[13 .pis ren
Ha n.or:
SEE TABLE ON SFIFFT 3 SILICO'dt
a
W u CONCRETE/ �• % I v
MASONRY
i_
BY OTHERS '' 1 2 F `i 111
gN /� � sw �I— 1.0
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A, CL u
�IX WOOD BUCK I\\ YC <_ _
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(OPTIONAL) 'I 0.25" CUNCRL I L/ ' V)MAX. MASONRY' 6Y OTHERStO Z m
� •• EDGE DIST. O
CONCRETE ANCHOR "-'—' CONCRETE/MASONRY BY OTHERS SEE TABLE SHEETS 2 W
SEE TABLE ON SHEET 3 Id IN.EMBED.
Z;
SEE TABLE SH.3 4 w
w �•
C7 U
1 HEAD(TYPICAL) JAMB (TYPICAL) _ 3 OPERABLE SILL_ z
_ w
[� OUTSWING SHOWN-INSWING SIMILAR 9 O[JTSWING SHOWN-INSWING SIMILARl3 INSWING O p '
ENDURA ZAIL4565F
{•L�i
CONCRETE ANCHOR CONCRETE.ANCHOR r ►••7
a SEE TABLE ON SHEET 3 SEE TABLE ON SHEET 3 F=
CONCRETE ANCHOR
^•' � SEE TABLE ON SHEET 3 ?` 19 SILICONE REMARKS BY DATE
\��
SILICONE ` � ,✓�a'�== Add Vent lite Option GL 5/5114
SIUCONE a Add ADA,Multi-Point GL /19114
4 e E� 4 d
W 'a - 0 8 Fixed Sidelite
zr Q i�
CONCRETE/ g w a CONCRETE/ f,"„ CONCRETF/
MA50NRY F4ASONRY •" MASONRY ` ��"' 14•`•''�
nr xs ecrwm,tto c,wncn mi rwr
BY Of HERS BY OTHERS BY OTHERS
"t"°tW" 'onnm.i"r�°a+Wai"«.o orl i'i
MIN.
EDGE DIST. .r`u'lo.:o i�acurxu.•ix*+:Imr?<awnlo u.::
MIN. "N. SEE TABLE SH.3 +uu.r.rvn.<Ai r r•ua•
EDGE D;ST. EDGE DIST. T%Itl1 I I I177j
=EE TABLE CH.? SEE TABLE SH.3 ��Cg g F.'��","
4 OPERABLE SILL 5 SIDELITE SILL (MULLED UNITS 7 OPERABLE SILL
YN ,,, ///���OUTSWING OUTSWING SHOWN-INSWING SIMILAR CHIGH BUMP OUTSWING C
AFCO 1.2297 AFCO H497
CONCRETEANCHOR ;0 gT�T oA•;•��
SEfir
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SILICONE fi ,r 'Cj
j '4 to d �\ w1a�f�I �tA±�e` .
�,'•'„ LONCRETFi
'^ MASONRY SILICONE
BY OTHERS Q .
DATE: 02.05.14
MN d d CONCRETE/ DWG. Y: CHK. Y:
EDGEDNT. MASONRY GUTJM 5SpMSS
SEE TABLE SH.3 BY OTHERS
SCALE: NTS
OPERABLE SILL 0 SIDELITE SILL (STAND-ALONE) DWG.a:A010866B
[� Q� �OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
9 OUTSWING/INSWING \J OUTSWING SHOWN-INSWING SIMILAR SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEEP: OF10
ENDURA HC15000 ADA NO ANGOR REQUIRED EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 9 .
-
—^ BILL Of MATERIALS 17 ROCKWELL MULT-POINT LOCK 18 HOPPE MULT-POINT LOCK PREPARED BY'B
ITEMIIDESCRIPTION MATERIAL
VV/SILL SHOOT HOLT PLATE 02
098911
FINGER-JOINTED PINE
O BUILDING DROPS,INC.
SOLID PINE
L FRAME HPAD/JAMBS
LAMINATED VENEER
LUMBEROIL
! r r`ro.•vv+�ba<e
I I .i45di)U dllb
COMPOSITE xta,..xav�a.�e��cs acm
z fNor usEnl B j Z
3 SIUEUTESTOP 'WOOD OR PVC Q III���111III ._, w ?
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@ bu ildingdrops.com
iT 4'
fp hM
g
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non-Impact
For use in the High Velocity Hurricane Zone (HVHZ)
f®r
Florida Product Approval
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
Non-Impact
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 9'4"X C-8"(Nominal)
9'-0"X 8'-0" (Nominal)
Prepared For: ``��tti►rirrrr���
X q}LrY SS. .�¢p�t'1fj t k6li.. \���• cc,- V/ • ! ,I
�Fq�.Y.:�./ .'is Y r '€ .♦ '1,:!'tom $� k$ ,f`E ` O
a
Prepared by: _ �C f - l� _
3TAXTj O�
Florida Professional Engineer#73778 O� •'•�C ODP.• ��
Date: 04/01/2015 �'i .••"" �\
Contents:' l��ii/ONi;
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 11:37:53-04'00'
BUILDING DROPS
A Perfect Solution in Every Drop Date: 0
/2015
Certificate of Authorization:29578 Report NOo:: 3 344777
Manufacturer: 1ELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro Full Lite
Non-Impact
For use in the High Velocity Hurricane Zone(HVHZ)
9'-0" X 6'-8" (Nominal)
9'-0"X 8'-0" (Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method id of the Florida Department of Business and Professional Regulation-Florida
Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions A010866,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010866 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010866 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 5
BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/01/2015
- Certificate of Authorization:29578 Report N0: 34777
Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code for manufacturing under a Certification Agency
through National Accreditation &Management Institute(FBC organization
#QUA1789)
Performance Standards: The product described herein has been tested per:
e TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization #TST1589)
Report# Report Date:
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3916-03 09/26/13
N CTL-210-3 801-2 10/12/13
NCTL-210-3918-03 10/12/13
SJ W2013-208-TAS 11/13/13
SJ W 2013-209-TAS 11/13/13
N CTL-210-3916-03 09/26/13
SJW2013-241 12/03/13
SJ W 2013-242 12/03/13
SJ W 2013-246 12/17/13
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJ W 2013-253 12/23/13
NCTL-210-3925-03 02/07/14
N CTL-210-3 916-02 10/10/13
SJ W2014-032 04/22/14
SJW2013-194 w/addendum 06/10/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W2014-073 06/26/14
SJ W 2014-077 06/27/14
SJ W 2014-072 06/27/14
SJ W 2014-080 07/03/14
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 5
BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/01/2015
o: 34
- � Report No: 34777
` Certificate of Authorization:29578
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#:3113726SAT-001 R1 Report Date:03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635-10,ASTM D638-10,ASTM D1929-12,ASTM D2843-10, ASTM
G155-05
Report#: ESP010982P Report Date:02/26/13
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
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 affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current Florida Building Code.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 5
BUILDING DROPS
A Perfect Solution in Every Drop Date: 04/01/2015
Certificate of Authorization:29578 Report NO: 3477
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G. =0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or X"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C, For concrete(Min.Fc=3000 psi) or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or X" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25"into concrete or masonry.
Refer to Installation Instructions (A010866)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE I
CONFIGURATION IMPACT
INSWING OUTSWING RATING
�WIDTH HEIGHT ,
6VC
ff POS. N1]. POS. G. OS. F1EG. Pos- NF;3,
i u,x'O T.01, 6' 8' 50, S 501 55 %a, :,r_l 50' 50 NON*AMpAi.I
t:f O:;A':ALK 9 -.0 i' E" -0- 50 50'` 50 5050 50` 50 NON-'WAC I'
15` 15 15" 45 45' 45 NOP:-Irvlr'ACr
1,0 0" f,' s S'D- I SS 5)' S5 `s0` SO Sq" S0 NON'-IMPALA
i
,t. r,I.40J b .1 5_... 50' 50 50" 50 5th' 50
X.(11 L 6 .0' 45` 15 d5- 45 45" 45 PaUr;•IMPAel
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 5