HomeMy WebLinkAboutWind Load Calculation 06/30/2015-2:37pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14-400 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 CLADDINGEXPOSURE 'C= BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Area S Ft ;., Roof Tribute Area 5 Ft 1. TABLES ARE INTENDED CT-0OpEP �H QRST CASE'PRESSURES.'WORST CASE'IS
�+ DEFINED AS THE CRI S ITIO OF AN- rN )TWN VARIABLE AS DESCRIBED BELOW.
10 15 20 25 30 'Ar ' 50 eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DITTON 'EQUIREDFOTHESE TABLES.-41.0 -40.0 -39. -38.7 -8.3 3 9 6�;; -'3 0° -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALIDS.II�L rlGSOF' OF HEIGHT AS LIMITED ABOVE.
0-15 ft 3 TABLES VALID F'R�FgPE r �SI,OPLICABLE REDUCTIONS FOR ROOF SLOPES
+36.8 +36.1 +35.5 5 1 + 7, x:34 3 +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +344 +34.1 +33.8 `LESS THAN 10°SHA 'BER 1E��}0, ANSI= R AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 -39.8 -38.8 3y�}{4] 8, 3_:B qp`, -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B �{l GMEAN(A,VER/j E)„ OF HEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35.6 +3'$Z i Z+34 6 -I}43 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDEIN F ED E kj (BEAK RQbF� EI� T.
5. ALWAYS ROUNDGH-TSjib� EXlaa LE VALUE OR CONSERVATIVE ASSUMPTION.
17 f[ -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 0 E OP NING IN QUESTION(HEIGHT'WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 1+35.0 +34.7 THE SPAN LENGTH(HEIGHT)Mt 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(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
18 ft RY
+39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ftOPENINGS
+39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREAOF AN OPENING CANNOTT BEIDENTIFIED,THE MOST CRITICAL(0 SQUARE REAS BETWEEN STRUCTURAL MULLS. IF THE 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 1+36.0 20 ft +40,2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 1 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 7 7,0_ 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 + r-2,' °3Z¢3 +36:9I g}$, +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 :0 7 Or 7S Z .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 +39.9 +39.1 + $5 _8�0 kt_87:6I 7�.. 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 ;5k 4 . -4 % 47.3 -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 + $9 -+ 8` ai'8i0 .4 +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 -50. `'-4 rr �4`"`I"4a.'/ -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft 24 ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 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
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
-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 1+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 2.Z-, -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49,9 -49.3 -48.7 USE OF THESE TABLES AND CORRES ING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft - COEFFICIENTS LISTED�IE IN HALLIBE- A ND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40 0 +3 : .392.+38 9 +38. .�/8 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM (STAIN RM HOLDER'IV•.. RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 4p 6#=:A 2;, 6' -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D) '
29 ft T-"a (� ` A 29 ft S.THIS SPEC] O I OT_I TWDED 70 0 ER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40 3 +3W.91 X39 5.x:+ 9 X4.38 i +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE Rm - EPARA�T'EL aSU MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 4 .4.."" 3.5; 32' 4y�9t. -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G, '°NST'_ .TION�"IJVF..QR�MATION AND APPLICABILITY OF THESE TABLE
30 ft IIL s)f 7L 4 30ft VALUES WHICH IST B VE IE Y,OT Ei35�I CI ORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40 6 �t;2. 59,&. 9 5 '+99;$^" +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 Y t
6.ADHERE TO ALL O.C, ROT jlw EM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 - • p'�� 4 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIO E;=,,.E TNT TY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 0= 7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 1+40.3 +40.0 +39.7 B.EXCEPT AS EXPRESSLY P E.°8 IN,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 +43.7 +43.1 +42.7 +42.3 +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. ROOF
-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 SAVE 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 µ ROOF
-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 I 1 I HEIGHT
SOft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 SO ft +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 --4. -58.4 ",4-56.8 -56.1 ® I 4
55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 Jr I Jr /a O 5 O O -
-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ate'
60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 -60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALLZONE FIGURES �� ISO ETR
no REMARKS DRWN CHKD DATE #�
INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o 0 0 0z
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 7 0 /�1 ;X0 A
`L T J EXPRESS°
o �� N
REV 2014 FBC DGM TSB 06/10/15 CORPORATE OFFICE: Z
n Lo E _ ASCE 7-10 CHAPTER 30 w Dm
I-] Z m 160 SW 12th AVENUE, SUITE 106 $; / z
Imo_. DESIGN LOADS FOR COMPONENTS &CLADDING
p DEERFIELD BEACH, FL 33442 0 a
MASTER PLAN SHEET P: 954 354-0660 F: 954 354-0443 c,3 0
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, ( )
Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z.i
�23
Fy m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E;HELLO@ENGINEERINGEXPRESS.COM 2 z
ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- O �'z m
W O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM j u
JELBr-WEN Design-ProTm 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 Northam,North-Central zones.
r rr
Door Illustrations are examples of glass area and are not representative of the full selection of
door designs available.
1/4 Lite 1/2 Lite 314 Lite Full Lite
k � i
� E
GLASS UNIT
THICKNESS/
TYPE DESCRIPTION GLAZING
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
Clearw/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 SOL 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 ':;0.30 .w -'0.28.--F 0.34 0.34
Low-E 0.21 0.09 iE-
0.26 0.21 `r 0.29 0.28=><.:.
Clear w/Grids 0.22 0.09 0.30 0.23 0.34 0.30
Inswing and Outswing 1 Low-E w/Grids 0.21 0.08 0.26 0.19 0.29 0.25
Clear w/Blinds NA NA 0.32 0.23 0.36 0.31
Low-E w/Blinds NA NA 0.27 0.12 0.30 0.16
Decorative Glass' Decorative/Clear 0.21 0.09 0.26 0.20 0.30 _,0.27
Embossed NA 7 SHGC=0.01
Flush NA U-Factor=0.16 SHGC=0.01
Impact GlassClear Lam 0.24 1 0.08 1 0.29 1 0.15 1 0.33 0.20 1 0.38 1 0.27
Triple Pane Clear w/Blinds and Grids NA NA 1 0.23 1 0.12 1 NA NA 1 0.27 1 0.23
Low-E w/Blinds and Grids I NA I NA 1 0.21 1 0.10 1 NA I NA 1 0.24 1 0.19
Clear NA NA 0.25 0.11 0.27 0.15 0.31 0.20
1/2" Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16
Clear w/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 SOL 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
Sidelite 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 I NA 1 0.24 0.05 .0.13 0.28 0.09
Decorative Glass' Decorative/Clear NA NA 0.23 0.10 0.24 0.28 0.17
Embossed NA U-Factor=0:17 C=0.
Flush NA U-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam NA NA NA NA NA I NA 1 0.36 1 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.12/15/14