HomeMy WebLinkAboutEngineering 06/3012015-2:37pm gabriels V:Tro)ecls\-2014-MPS140D Wind Chartsl-Reference%OD-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 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 Tributa Area S Ft 1. TABLES ARE INTENDED TO DEPICT THEIWORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 20 25 30 35� � eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITdeRL`C-06iDITIOTOF^AN1T,17N1(CJ WN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CO DMONS-REQUIRED FOR US ITH THESE TABLES.
41.0 -40.0 -39.3 -38.7 -38.3 3 9 3_fi;+=37:3 ^37.0 50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID 0(JLX�F0�6GII ,SOF lyEy ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +3,4[7.�3'4-4�t~- V 433 Si,�0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8
3 TABLES VALID FOR ALL RDOF TY ES.&SL.OPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
_ LESS THAN 10°SHAL1,_BE:PI_RFORMED'BY AN•ENGINEER AS A SITE SPECIFIC CONDITION.
16 ft -01.6 -40.5 -39.8 -39.3 -38.8 -3p 4 38.5: 1,3 8 37 6'; -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BOILDzNG MEAN(AVERAGE)',1tOOFHEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35.6 +35:2 -+34:9 L+34'6 }34:3' X16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIIED?`USETt1E4PEAK ROOF HEIS T.
r� i-�i 5.ALWAYS ROUND(IP�ROOT-f:I,EIGHTS�f O,�XTa�T BLE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -42'1 -41.1 -40.3 -39.8 -39.3 -38:9 6` -r,i'38.0 17 k -52.0 -49.9 -48.5 -47.3 -06.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIBOTARY_ARlEA-OF�T,HE OP NG IN QUESTION(HEIGHT'WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +'35T!0'-^t34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 1+35.0 +34.7 THE SPAN LENGTH(HEIGHT)M7t ETIf?LIED-BY 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 -07.0 -46.2 -45.5 -44.9 -04.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT-/3).USE THE AREA BETWEEN STRUCTURAL
18 ft ARY
+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 AREA OPENIOF ANO ENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE NGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE FEET HALL
19 ft -03.1 -42.0 -41.3 -00.7 -00.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -09.6 -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
+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
20 ft -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
+40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 k +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 -q8.5 -477-4�0_ 46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
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 21 ft +40.6 +39.5 +38.7 +38'rr2z;+ 437.3� +36.9,1-+3-66 +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 -01.5 -01.1 -40.7 -40.4 -00.2 -54.9 -52.7 -51.2 -50.o 9:0� 48 2;i-g\5✓�)g: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 +31.5 -8 01+37.6-x+37:31,',+37.0 +36.7
GENERAL NOTES:
23 ft -44'9 -43.6 -43.0 -42.4 -41.9 -01.5 -41.1 -40.8 40.5 -55.4 -53.2 -51.6 -50.4 i z-49.5;1 3 4816 IJ 4 9., .47.3 -46.7
23 ft t r-1.)i - •, 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 48'.9:-+38:4 :+38.0t +37:6'x,47,0 +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 24 ft -55.9 -53.7 -52.1 -50:9'-`9 =49 =1gqRR:4"-'477 -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft rr A! 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 +41.7 +40.6 +39.8 +39.2 +38.7 �`I38 9.418.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
25 ft -45.7 -04.5 -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
+42.1 +41.0 +40.2 +39.6 +39.1 1+38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 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 -03.0 -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 +39A +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 -08.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
27 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
+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 1+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 r-42"�^42.2_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OFTHESE TABLES AND CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER
28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39SG;�'2l,L+38.9 •+38:G ,28 ft COEFFICIENTS LISTED�IEREIN SHALL^BE.DItit`ATEIIQND VERIFIED BY THE GOVERNING
I '1�� �;.r%29 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMF�NFANEIPERM1�HOLOER.NOYARRANTY FOR APPLICABILITY OF TABLE
29 ft -47.1 -46.0 -45.1 -44.5 -04.0 -0 6 43:] 29)^4T`fi 7//// -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERED:I(1EREII���...,,�_�` 7/f
( / 5.THIS SPECIFICA OY IST'NOT-INTENDED�TQ OFFER ANY PRODUCT-APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +39.9 -+39:5:,+39.2-�+38.9�/ +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER TOrQP11(;SE2ARATELY:SU�MLTiED TEST CRITERIA AND OTHER
-47.4 46.3 -45.5 -44.8 -44.3 -0 9Jr 3.S�''2' '42:9 +�C -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DES'IG B�INSTACCATION`INFORMATION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40x21 X3928.'.1+39:5"-+.39.2 \ 30 ft VALUES WHICH IS Td`'B VEIlFIEfb4BY OTHERS;IN;QCCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LbcAMIM19&T�ROTJ CMOWSYS,TEM ORDINANCES.
32 f[ -48'1 -46.9 -46.1 -45.4 -44.9 -44]5 -` :`43,8•'�f4%5` -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION-IS:OEFE7. 10)F R� E INTEGRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +q1.2 +40.7 +40.3'v40j0�:49.7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 B.EXCEPT AS IXPRESSLY PROVIDE_;t:l IN,NO ADDITIONAL CERTIFICATIONS OR
-09.0 -47.8 -47.0 -46.3 -45.8 -05.3 -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 k +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
45 ft -51.7 -50.4 -49.5 -48.8 -08.3 -47.8 -47.4 -07.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 H. ROOF
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -07.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT
50 f[ +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 soft +48.7 +47.4 +46.5 +45.8 +45.2 1+44.7 1+44.3 1+43.9 +43.6 5 Q
55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.15 I ® I 5
+49.7 +48.4 +47.4 +46.7 +4 +45.6 +45.2 1+44.8 +44.5 1 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 8
60 ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 1-50.3 -09.9 1-49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 L V Q
+50.6 1+49.3 1+48.3 1+47.6 +47.0 +46.5 1+46.0 1+45.7 1+45.3 1 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 1+46.0 +45.7 +45.3 WALL ZONE FIGURES IS RI
CAI o REMARKS DRWN CHKD DATE x T
C:)
INIT ISSUE GBS TSB 03!05/12 5TH ED, FLORIDA BUILDING CODE ENGINEERING o m�
(2014) EXPRESS° _° p1 0z
m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04!09/12 K
D REV 2014FBC DGM TSB 06/10/15 ° A.
ASCE 7-10, CHAPTER 30 $ W tom
Z CORPOR-E OFFICE: A
11 " DESIGN LOADS FOR COMPONENTS&CLADDING 160 sw 12th AVENUE, SUITE 106 m z
p z DEERFIELD BEACH, FL 33442 o v D
1 m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 m p
�] AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH 119885 z O
FF�
W a ADDITIWRRTONS.
OR OTHERENT OF ENGINEERING TO EXPRESS.ALTERATIONS, ASCE / _.L O O
W ADOmONS,OROTHERMARKNGSTOTHISDOCUNEMARENOT E:HELLO@ENGINEERINGEXPRESS.COM p Z in
PERMITTED AND ENGINEERINGEXPRESS.COM j