HomeMy WebLinkAboutEngineering 06/30/2015-2:39pm gabriels V:1Projectsl_2014-MPS1400 Wind Charts\ Reference100-MPS14400 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 'D' 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)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributa Area S Ft), Roof TributaryArea S Ft 1. TABLES ARE INTENDED TO P.Ez ORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 T VI-By,,,�� 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR d�'AZ`C-OC(DITION N_ WN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CO OI"FICriVSS�gEQUIRED FORD ITH THESE TABLES.
-46.4 -45.2 -44.4 -43.8 -43.3 -4 I9 I; &9 -57.2 -55.0 -53.4 -52.1 -51.1 -50.3 -49.5 -48.9 -48.3 2. TABLES VALID O L6 g8$� QF ROOF HEIGHT AS LIMITED ABOVE.
0-10 ft V � 3 0-loft 3 TABLES VALID F R, L 9 "�&j`'fQ'� APPLICABLE REDUCTIONS FOR ROOF SLOPES
+42.7 +41.6 +40.8 +40.2 .+39.7 + fi3 _ 3 ,( +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 LESS THAN 100 SHA B x. B1 I E' INEER AS A SITE SPECIFIC CONDITION.
-47.1 -46.0 -45.2 -44.6 -44.0 4?b 2 4 :9 -4. -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B L- ' Ew. VERA E OF HEIGHT.IF THE MEAN ROOF HEIGHT
lift +43.5 +42.3 +41.5 +40.9 +40.4 + i9, 39a2 pt$8,9I ill ft +43.5 +42.3 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF Eq) E'AK� __ T.
-47.9 -46.7 -45.9 -45.2 -44.7 -44. r 2 -59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 5. ALWAYS ROUND "b,• GHTS/}O LE VALUE OR CONSERVATIVE ASSUMPTION.
12 ft 12 ft 6, CALCULATE THE TRI X�AR_. ,HE OP NING IN QUESTION(HEIGHT*WIDTH)OR
+44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)M EP8Y 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
13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 kOPENINGS
+44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 AREAOF AN OPE ING CANNOT BE IDENTIFIED, STRUCTURALETWEEN
IED,THECRITICALMOST ITICAL(0 SQUARE FEET)TRIBUTARY ALL
-49.2 -48.0 -47.1 -46.5 -45.9 1-45.5 -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 f[ +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 +41.7 +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.
S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
16 ft -50.3 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 16 ft -62.1 -59.7 -57.9 -56.6 -55.5 4. -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
+46.4 +45.2 +44.3 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 +46.4 +45.2 +44.3 + .A3, 2�6 +q2, V, +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 -46.6 -46.3 -45.9 -62.8 -60.3 -58.5 -5-62.I --`l� - --�T3 .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 + M. + 2.3 +42.0 GENERAL NOTES'
-51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 -63.4 -60.9 -59.1 -5-rS P- r 5 ,7 -5 9 4.1 -53.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
18 ft +47.3 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 18 ft +47.3 +46.1 +45.2 + ,,5 4. +43.5 f 3 1$ +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 .` `r-- 4 -54.0 CRITERIA N 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 3.5 +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 -48.9 -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 FLATTERRAIN USE ONLY. THESE TABLES
20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 20 f[ +48.2 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.5 +43.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
22 ft '53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -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
+49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 1+46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY.
C -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
o° 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 24ft +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.
r-- -, -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 COR2ES ING WIND VELOCITY,EXPOSURE,AND OTHER
t l
26 f 6 ft COEFFICIENTS LISTE € N SHA E ND VERIFIED BY THE GOVERNING
® - +50.5 +49.1 1+48.2 +47.5 +46.9 +4 _. 5.5 +,9 ' A +50.5 +49.1 +48.2 +47.5 +46.9 +415.4 +45.9 +45.5 +45.2 BUILDING DEPARTM LV ERM HOLDERS RRANTY FOR APPLICABILITY OF TABLE
-55.5 -54.1 -53.2 -52.4 -51.8 5 13. .1 - Okl -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFS
28 ft � 28 ft 5.THIS SPECIFICA 0 I OT.. DQE- T= O ER ANY PRODUCT APPROVED
+51.1 +49.8 +48.8 +48.1 +47.5 + i0 h,+RS 6 +51.1 +49.8 +48.8 +48.1 +47.5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RE R' "'SEBQRA�1'EL V MITTED TEST CRITERIA AND OTHER
-56.1 -54.8 -53.8 -53.0 -524 -5 .9 8 �1 -�7 -69.3 -66.6 -64.6 -63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DE G, - UST ,TION, I MAT ION AND APPLICABILITY OFTHESE TABLE
VALUES WHICH IST B V 'Y SYgOT 9 I CCORDANCE WITH GOVERNING CODES.
30 ft +51.7 +50.4 +49.4 +48.7 +48 1 + ,35 .1 „.6.7 +, 30 ft +51.7 +50.4 +49.4 +48.7 +48.1 +47.5 +47.1 +46.7 +46.3 - H-
...� 6.ADHERE TO ALL C ROTC O TEM ORDINANCES.
33 ft -57.1 -55.7 -54.7 -53.9 -53.3 -5 °�5'•� Y33 ft -70.4 -67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO E _ RIN OF THE HOST STRUCTURE.
+52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47. 1 +52.6 +51.2 +50.2 +49.5 +48.9 +48.3 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY I -�° - IN,NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
-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
36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 1+52.0 +51.0 +50.2 +49.6 +49.1 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 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
of AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
V 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 a a EAVE 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 ROOF
12 -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 HEIGHT
3 soft +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 5 Q
-62.4 -60.9 -59.8 -58.9 -589.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74 -7 -7 -68.8 -67.6 -66.6 -65.7 -650 5 I ® I J ®55 f 1 53.4 +52.3 5 55 ft +5 +1. +5 +52.8 +52.3 +51.9 +51.5+57.5 +56.0 +54.9 +54. +575 6. 4. 4.1 O
63.3 -61.8 -60.7 -59.8 5 .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 V G
60 - 60 ft
4 2.+58.4 +56.8 +55.7 +54.9
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1
o a REMARKS DRWNCHKD DATE5TH ED. FLORIDA BUILDING CODE ENGm�
INEER1N0- _ �'
U� D p z INITISSUE GSS TSB 03/05/12 0�j 'I 0.
.`�
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09!12 (2 0 14}) EXPRESS K o \ o r
SII- .-u�i•
! REV 2014 FBC DGM TSB 06/10!15 �CORPORATE OFFICE: >i Z
L � _ ASCE 7-10, CHAPTER 30 om
z m160 SW 12th AVENUE, SUITE 106 $� z
DESIGN LOADS FOR COMPONENTS &CLADDING
MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o-m
to P
C THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 ;a
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885
O N a WRITTENS.NSENT OFOR OTHER ENGMARINEERITO THIS DOC ALTERATIONS, ASCE / _ J.O E:HELLO@ENGINEERINGEXPRESS.COM
�• ADDITIONS,OR OTHER MARIUNGS TO THIS DOCUMENT ARE NOT
O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM { e.• kir,:';,,<.