HomeMy WebLinkAboutEngineering 06/30/2015-2:39pm gabriels VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg
Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE IDI BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO EP ORST CASE'PRESSURES.'WORST CASE'IS
DEFINED AS THE CRI In N �I WN VARIABLE AS DESCRIBED BELOW.
Height 10 15 20 25 30 _ S,Q fight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO N EQUI&ED FOR 3 ITH THESE TABLES.
-46.4 -45.2 -44.4 -43.8 -43.3 -4 9, ;'-- .9, -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2. TABLES VALID O Ill �B1BB�L S-`QF,; ROOF HEIGHT AS LIMITED ABOVE.
0-10 ft . 0-10 ft 3 TABLES VALID F t,tP APPLICABLE REDUCTIONS FOR ROOF SLOPES
+42.7 +41.6 +40.8 +40.2 +397 + 3 z %?3i�` +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN 10°SHA 6 17:BE INEER AS A SITE SPECIFIC CONDITION.
11 f[ -47'1 -46.0 -45.2 -44.6 -44.0 4 6 ,L 19k�.it6. 11 ft -58.2 -55.9 -54,3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B �L PSE ,(AVE C",E i. OF HEIGHT.IF THE MEAN ROOF HEIGHT
+43.5 +42.3 +41.5 +40.9 +40 4 + 9 Ct39 2 .q 8,9 +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDE I FED 5 PEA_IZ'I bf? EZ T.
-47.9 -46.7 -45.9 -45.2 -44.7 -44. i R"4. f'4"'�2" - -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 5. ALWAYS ROUND ' GIHTSrI) E tT LE VALUE OR CONSERVATIVE ASSUMPTION.
�d 6. CALCULATE THE TRI .Y.,(fR FJ E OPENING IN QUESTION(HEIGHT'WIDTH)OR
12 it +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 , 9.5 12 ft +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3) USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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
-49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-50.3 -49.1 -48.2 -47.6 -47.0 -46.5 =46.1 -45.8 -45.5 -62.1 -59.7 -57.9 -56.6 -55.5 -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
16 ft 16 k Is.*„
+46.4 +45.2 +44.3 +43.6 +43.1 +IL. +42.2 +41.9 +41.5 +46.4 +45.2 +44.3 + 3; -,a43s`142[6I +42. 4 : +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.3 -45.9 -62.8 -60.3 -58.5 5 277' n 54:3I , .6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
17 ft +46.9 +45.6 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 17 ft +46.9 +45.6 +44.8 + x.11~ �Titi+'43, "24 2.3 +42.0 GENERAL NOTES'
18 ft -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 18 ft -63.4 -60.9 -59.1 5�b:8 fi)<�TS�S?i 4.1 -53.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 +47.3 +46.1 +45.2 + 4'.5. 4. ;�+11...•43t5I 3}:i,•. +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5 9:'r- _. RT•+- 'f5 .4 s�r4? -54.0 CRITERIA AS OUTLINED HEREIN.
19 ft +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 19 ft +47.8 +46.5 +45.6 +44.9 +44.4 - X3.5 +43.1 +42.8 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-52.3 -51.0 -50.1 -49.4 -46.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
20 ft +q8.2 +47,0 +46.1 +45.4 +44.8 +44,3 +43.9 +q3.5 +43.2 20 f[ +q8.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 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
-53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
22 k +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 22 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY.
-54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 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.
24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND COR,RES ING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED N SHAEL:BE', NO VERIFIED BY THE GOVERNING
26 ft +50.5 +49.1 +48.2 +47.5 +4G.9 +4 . _ ' 5' +455. .� 6 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 BUILDING DEPARTM ERM !HOLDER.,, • RRANTY FOR APPLICABILITY OF TABLE
-55.5 -54.1 -53.2 -52.4 -51.8 5 3 '" .9j 0�1- -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFS D
28 ft ��q 28 k 5.THIS SPECIFIC O I OTAI �J�y(Q TO?Q" ER ANY PRODUCT APPROVED
+51.1 +49.8 +48.8 +48.1 +47.5 + r.0O _ +458 r +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. F ER=. SEPA�RA�FEL I MITTED TEST CRITERIA AND OTHER
30 f[ -56.1 -54.8 -53.8 -53.0 -52.4 -5%,*.9 .1 `�" 7#C -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE G�=D+B -IO01NF• MATION AND APPLICABILITY OF THESE TABLE
"°' 30 ft +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 VALUES WHICH ISTBV FI Y-OT,H,EgSiI_ CCORDANCE WITH GOVERNING CODES.
+51.7 +50.4 +49.4 +48.7 +48.1 + 31 y+,6 7. B' 6. ADHERE TO ALL 10" •C-TePROT O 4Sq_ EM ORDINANCES.
33 ft -57.1 -55.7 -54.7 -53.9 -53.3 -5 . S 151 - 5 .6•' _ '33 k -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7,NO CERTIFICATIO FSE_ I TY OF THE HOST STRUCTURE.
+52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. - 7.1 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY P eti IN,NO ADDITIONAL CERTIFICATIONS OR
-57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61.1 -60.3 AFFIRMATIONS ARE INTENDED.
36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 k +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUES®REQUI-D
MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF
45 ft -60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 45 ft -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 HEIGHT
+55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 µ-61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 II50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 55 k -62.4 -60.9 -59.8 -58.9 -583 -57.7 -57.2 -56.8 -56.4 55 ft -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 Jr Jr+57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 ON-63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -57.2 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 LEV i60ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60 ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 W%LL ZONE FIGI IC
O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o ��
D O z INIT ISSUE GSS TSB 03/05/12 0 m
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 O 14`1 lb(EXPRESS A �\
REV 2014 FBC DGM TSB 06/10/15 / O
- = ASCE 7-10 CHAPTER 30 z W 1 atc
_ CORPORATE OFFICE:
160 SW 12th AVENUE, SUITE 106 I I °z
z Ham. m DESIGN LOADS FOR COMPONENTS&CLADDING y z
DEERFIELD BEACH, FL 33442 0
z MASTER PLAN SHEET m m A
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z v 0
4�. Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z y 0
p IV a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM ma v
H1 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10
o
PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM
JELDr-WEN Design-ProTI° and Smooth-Pro", Fiberglass Doors
WINDOWS & 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 or JELD-WEN sales representative.
Highlighted options are ENERGY STAR certified in all zones.
Highlighted options are ENERGY STAR certified in Northern,North-Central zones.
111 qj�'Ij
r r, won
Door Illustrations are examples of glass area and are not representative of the full selection of
door desi ns available.
1/4 Lite 112 Lite 314 Lite Full Lite
F : --
I `
fl i
GLASS UNIT _
THICKNESS/
TYPE DESCRIPTION GLAZING111191 itr
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 0.28 0.19 0.31 0.25
3/4" Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26
Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22
Clear 0.22 '0.10 0.27 0.19 110.30 0.26 0.34 0.34
Low-E 0.21 0.09 0.24 0.16 1 0.26 0.21 _ .029' -0.28 -
Inswing and Outswing 1"` Clear w/Grids 0.22 0.09 0.27 0.17 1 0.30 0.23 0.34 0.30
Low-E w/Grids 0.21 0.08 0.24 0.14 1 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 0.30 0.16
Decorative Glass` Decorative/Clear 0.21 0.09 0.24 0.15 1 1 0.26 0.20 0.30 0.27
Embossed NA U-Factor=0.17
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam 0.24 0.08 1 0.29 1 0.15 1 0.33 0.20 0.38 0.27
Triple Pane Clearw/Blinds and Grids NA NA 0.23 0.12 NA NA 0.27 0.23
Low-E w/Blinds and Gdds NA NA 1 0.21 1 0.10 1 NA I NA 0.24 1 0.19
Clear NA NA 0.25 0.11 1 0.27 0.15 1 0.31 0.20
1/2" Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16
Clearw/Grids NA NA 0.25 0.11 0.27 0.14 0.31 0.18
Low-E w/Grids NA NA 0.23 0.09 0.25 0.12 0.28 0.15
3/4" Clear with SDL NA NA NA NA 0.26 0.13 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 0.26 0.15 0.30 0.20
Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16
Sidelile Clear w/Grids NA NA 0.24 0.11 0.26 0.14 0.30 0.18
1 Low-E w/Grids NA NA 0.22 0.09 0.24 0.12 0.26 0.15
Clear w/Blinds NA NA 0.25 0.09 0.28 0.12 0.32 0.16
Low-E w/Blinds NA NA 0.24 0.05 0.26 0.07 0.28 0.09
Decorative Glass` Decorative/Clear NA NA 0.23 0.10 0.24 0.13 0.28 0.17
Embossed NA U-Factor=0.17 SHGC=0.01 r
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass` Clear Lam NA NA NA NA NA NA 0.36 0.14
These options include direct glazed and lip lite glazed products.
Performance values calculated in accordance with NFRC 100 8 200.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
I