HomeMy WebLinkAboutWind Load Calculation 06/30/2015-2:37pm gabriels VAProjects\_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 CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft) Roof Tributary Area S Ft 1. TABLES ARE INTENDED TO DEPT�f'�H QRST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 30 �4 ! fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR C'AZ`CO[8<bI'I i7F,rAN :N DIOWN VARIABLE AS DESCRIBED BELOW.
��. USE OF CRITICAL CO�DTTIONSS,�gg�QUIRED FORIUS ITH THESE TABLES.
-41.0 -40.0 -39.3 -38.7 -38.3 3 6. Q, -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.6 -43.2 -42.7 2.TABLES VALID O L1� (781 ILS-I(�6SOFNj- ROOF HEIGHT AS LIMITED ABOVE.
+37.8 +36.8 +36.1 +35.5 +35 1 + 7 :a3- 3 TABLES VALID F R, L 0)F-TYpES� I,OP .APPLICABLE REDUCTIONS FOR ROOF SLOPES
0-15 ft V '. 1 8�. 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 101S I BEP Rfi f D B)" ETt�jGINEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 -39.8 739.3 -388 3 4qy lz a 3 8T'3�"6'.C -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B kL SIT) 'f&Oi fAVERPIPIGE IRQQOF HEIGHT.IF THE MEAN ROOF HEIGHT
16 ft +38.3 +37.3 +36.6 +36.0 +35 6 + 2`l e4:9� 6°; f 16 ft CANNOT BE IDENTIF ED� E+Ti1EliEAKrROb EICt T.
,-, f/}4;3" \ +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 5. ALWAYS ROUND GHTSrr;Oj LE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -42'1 -41.1 -40.3 -39.8 -39.3 -38. " 8 P�.O 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI YaS�RE�{-OFF�THE OF 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 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M E1�1EFY�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 +36.11+35.7 +35.4 +35.2 18 h +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED, CRITICALTIFIED,THE MOST CRITICAL(0 SQUARE NGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
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 1+37.4 1+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
-0 20 ft 3.6 -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 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-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.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
8
21 ft 21 ft 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 sm
-. -+3Z.,3 +36.9'-��6" +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
r FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
-44.4 -43.4 •42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 Oa��,��r- `�7�T5-��. .8 -46.3 Q
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 0�f+.37i6 t37. A 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 "tt9 5.T4�,8,.6 T"-4 9�� 47.3 -46.7 1. TABLES ARE TO BE USED IN
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 +3'$9 �.t3$"y4.^�38:0 63 3 3 +37.0 METHODOLOGY"PER ASCE 7 10 SECTION 2.41 AND T WITH"ALLOWABLE
30 PART lEOR SS DESIGN
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 `•429:r "f 4'=4a? -47 1 CRITERIA AS OUTLINED HEREIN. -
24 f[ +q1.7 +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. 8.0 +37.6 +37.4 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
-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 +q2.1 +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.
Z7 h +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 Z7 h +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.
28 ft -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.97 8 h -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORFES ING WIND VELOCITY,EXPOSURE,AND OTHER
�2 COEFFICIENTS LISTE E N SHA-COBE AFE ND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40 0 +3976: `x+38 9 +38 6--. =F/ +43.1 +42.0 +41.2 +40.5 +40.0 +39.G +39.2 +38.9 +38.G BUILDING DEPARTM N_ SRM HOLDER'.N _ RRANTY FOR APPLICABILITY OF TABLE
�" VALUE USE IS OFFE D L='
-47.1 -46.0 -45.1 -44.5 -44.0 -4 6 2<r• r-42 6 / -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 RRI=1 '�.. V:f
+r.,dr3� ru 29 ft
S.THIS SPECIFICA FO I OT=IN. DE TOO ER ANY PRODUCT APPROVED
29 f[ +43.4 +42.3 +41.5 +40.8 +40 3 +39.'96�39=5�`+39 Z t+38 9f +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER; --A EPARA`T'ELUBMITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 4�r 9 TV 4 9- -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE �G,' �NST... TIOM I FOgMATION AND APPLICABILITY OF THESE TABLE
30 ft 0: t� 30 ft VALUES WHICH IS T B VE$_�fE BYkOTHE�RS IN�,NCCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +4 -2 X39-8.E+ 9 5i +,ag.2^ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL C pp,CT'eROTE O +SV_ZEM ORDINANCES.
32 f[ -48'1 -46.9 -46.1 -45.4 -44.9 -4. �F-"4 .51'' y 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION RE0. R H INTEGFFITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 0 0- 9.7 +44,3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +q0.0 +39.7 8.EXCEPT AS EXPRESSLY P �•;H LIN,NO ADDITIONAL CERTIFICATIONS OR
35 ft -49'0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
+45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +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 -05.5 -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(lm).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 - 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 1+44.2 +43.8 +43.3 1+43.0 +42.6 µ 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 I HEIGHT
50 ft 50 f[
+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
55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 It -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 I ® I 5 y
+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
-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 L 0
60 f[ +50.6 +49,3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60h +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES
tn 0 o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING O
D O p INIT ISSUE GSS TSB 03/05/12 C, m
m 3
REV.ADJUSTED HEIGHTS GSS TSB 04/09/12 (2 14) 0
1.T) EXPRESS° {o
REV 2014 FBC DGM TSB 06/10/15 CW1 a m
- _ ASCE 7-10, CHAPTER 30 CORPOFATEOFFICE: O I 0m
z m 160 SW 12th AVENUE, SUITE 106 U^ J z
z DESIGN LOADS FOR COMPONENTS &CLADDING N_ z
= MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 O m I- z
c� THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z� �r pO
,)] z AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 m -
�o W N
ADDITIONS,
DDITI NS,OROTHERMA INEERINOTHISDOC ALTERATIONS, ASCE / - 1 O N O m
WRITTEN
OF ENGINEERING
EXPRESS.ALTERATIONS,
NOT E:HELLO@ENGINEERINGEXPRESS.COM A Z
o PERMITTED AND wvaLlDnreOUR ceanFlcAnoN. ENGIN EERINGEXPRESS.COM L
JELBrWENContours-, Finishieldc, and Gladiator Steel 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 very.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.
•rl
IM
Door illustrations are examples of glass area and are not representative of the full selection of
door designs available.
114 LITE 112 LITE 314 LITE FULL LITE
i j I
I f
i
GLASS UNIT
THICKNESS/ ���`
TYPE DOOR EDGE DESCRIPTION GLAZING U-Factor SHGC U-Factor SHGC U-Factor SHGC U-Factor SHGC
Clear IG 0.22 0.10 0.27 0.19 0.31 0.26 0.36 0.34
Inswing and Outswing Wood Edge 1/2- Low-E IG 0.20 0.09 0.24 0.16 0.27 0.21 0.31 0.28
Clear IG w/Grids 0.22 0.09 0.27 0.17 0.31 0.22 ,0.36 0.30
Low-E IG w/Grids 0.20 0.08 0.24 0.14 0.27 0.19 0.31 0.25
Inswing and Outswing Wood Edge 314' Clear IG with SOL n1a n/a n/a n/a 0.29 0.20 0.34 0.26
Low-E IG with SOL n1a n1a Na n/a 0.25 0.16 0.28 0.22
Clear IG 0.21 0.10 0.26 0.19 - %0.29- 026,'; 0.34 0.34
Low-E IG 0.20 0.09 0.23 0.16 0.25 0.21 '028 028..
Inswing and Outswing Wood Edge 1• Clear IG w/Grids 0.21 0.09 0.26 0.17 0.29 0.23 0.34 0.30
Low-E IG w/Grids 0.20 0.08 0.23 0.14 0.25 0.19 0.28 0.25
Clear IG w/Blinds n1a n/a 0.26 0.17 0.30 0.23 0.35 0.31
Low-E IG w/Blinds n/a Na 0.24 0.09 0.25 0.12 0.29 0.16.
Inswing and Outswing Wood Edge Decorative Glass Decorative/Clear IG 0.20 0.08 0.23 0.15 0.26 0.20 0.30 0.27
Inswing and Outswing Wood Edge Impact Clear Lam 0.24 0.08 0.29 0.15 0.33 0.20 0.39 0.27
Inswing and Outswing Wood Edge Triple Pane Clear w/Blinds and Grids We n1a 0.22 0.12 n/a n1a 0.27 0.23
I I' la .1. 1 0.10 n1a nla '0,29
Inswing and Outsvring Wood Edge Flush/Embossed Opaque U-Factor=0.15 SHGC 0.01
Clear IG n/a n/a 0.25 0.11 0.27 0.15 0.31 0.20
Low-E IG Na Na 0.23 0.09 0.25 0.12 0.28 0.16
Sidelite Wood Edge 112'Glass Unit
Clear IG w/Grids n1a n/a 0.25 0.11 0.27 0.14 0.31 0.18
Low-E IG w/Grids n/a n/a 0.23 0.09 0.25 0.12 0.28 0.15
Clear IG with SOL We Na n1a We 0.26 0.13 0.29 0.17
Sidelite Wood Edge 3/4-Glass Unit
Low-E IG with SOL n/a nla n/a n1a 0.24 0.11 0.26 0.14
Clear lG n/a n/a 0.24 0.11 0.26 0.15 0.30 0.20
Low-E IG n/a n/a 0.22 0.09 0.24 0.12 0.26 0.16
Sidelite Wood Edge 1-Glass Unit Clear IG w/Grids n/a n/a 0.24 0.11 0.26 0.14 0.30 0.18
Low-E IG wl Grids n/a n/a 0.22 0.09 0.24 0.12 0.26 0.15
Clear IG w/Blinds We n1a 0.25 0.09 0.28 0.12 0.32 0.16
Low-E IG w/Blinds Ne Na 0.23 0.05 0.26 0.07 0.28 0.09
Sidelite Woad Edge Decorative Glass Decorative l Clear IG n/a Na 0.22 0.10 0.24 0.13 0.28 0.17
Sidelite Wood Edge Impact Clear Lam me Ne n1a n/a n/a n1a 0.37 0.14
Sidelite Wood Edge Flush/Embossed Flush/Embossed U-Factor=0.16 SHGC-0.01
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.12,112,114