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Home My WebLink AboutEngineering 0613012015-2:42pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH > 60t DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE V BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area 5 Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO pEPRR' QRST CASE'PRESSURES.'WORST CASE'IS Height SO 15 20 25 30 ight DEFINED AS THE C DIT70(�[O-�H WN VARIABLE AS DESCRIBED BELOW. r SO 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�I N VIREO,-OR ITH THESE TABLES. -54.9 -54.9 -54.3 -53.7 -5 S VALID O l TB NG Fly ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft 61-70 ftr k STQ ,APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 +,.2 . + 3 TABLES VALID F 54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 R L E & - LESS THAN 10°SHA �B T B INEER AS A SITE SPECIFIC CONDITION. -56.2 -56.2 -56.2 -55.6 -55.0 -5 S R12;.72 7 5 4 -103.0 -103.0 -103.01-100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4•IDENTIFY THE B E ME AVE 'i E�' OF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +56.2 +56.2 +56.2 +55.1 +54.2 + .5 52 2 17j X80 ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF D EAK I T. GF4D5 90 k -57.3 -57.3 -57.3 -56.7 -56.1 -55. LE VALUE OR CONSERVATIVE ASSUMPTION. 5:2 �'d'-5�.5 90 ft -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5. ALWAYS ROUND 6. CALCULATE THE TRI Y _ FfT E OPENING IN QUESTION(HEIGHT'WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 100 ft RY +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 OPENINGS AREA AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL -59.4 -59.4 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 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 -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 120 ft +60.3 1+60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9 -106.3 - -100.6 -99,2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 130 ft 130 k MUNICIPALITY IN ACCORDANCE WITH CODE. 61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 +195, 8,2 1+57,. VF5 . +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -61.9 61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -58.8 -113.5 113.5 -113.5 -1 b' - 3r �".9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +61.9 61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140 ft +61.9 +61.9 +61.9 + 07� + 7.6 +17-01GENERAL NOTES: -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 tI7 q l) 06?Sr1 I9 03.2 -101.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +583 +57.7 150 ft +62.7 +62.7 +62.7 + ):.511 0. +59.6 8 +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 160 ft -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 160 ft -116.2 -116.2 -116.2 -11 ..x .Q• 1' `43 -102.8 CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 +63.4 +63.4 +63.4 +62.1 +61.1 9.6 +58.9 +58.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 -117.4 -117.4 -117.4 -114.1 -111.4 -109.1 -107.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 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 -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 180 ft +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 WALLS AND VERTICAL SURFACES ONLY. -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107.5 -105.9 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. 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND COR ING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft 0 ft COEFFICIENTS LISTED N 5H/\_ _ � ND VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 +0%_ 1.3 +600 ,� +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM SRM HOLDER. . RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -6 15 "''-iOF, - s1 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFE D 210 ft 210 ft 5.THIS SPECIFICA 0 I O1 DQE T• O ER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 + .2 �. +650 +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE R SEBARA U MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 -SIO. "'48-S�i .0 -6 220 ft -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE G N-IT" TION,F� MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO V IE YOUTH_ - I CCORDANCE WITH GOVERNING CODES. +67.0 +67.0 +67.0 +65.7 +64.6 + ;7 _ +, 2.3 -( +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 �- 6.ADHERE TO ALL pq ROT ,-: O�5. TEM ORDINANCES. 230 ft -67.5 -67.5 -67.5 -66.8 -66.1 -6 . 6'.1 y230 ft -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATIO E?{E ITY OF THE HOST STRUCTURE. +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 2.2 +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 S.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -68.5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 -65.5 -65.1 -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 250 ft +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 EAVE HEIGHT 260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260 ft +68.9 1+68.9 +68.9 1+67.6 1+66.5 +65.6 +64.8 1+64.1 +63.5 a, a ROOF -69.4 - _ -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 I I HEIGHT 270 ft +69.4 + +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 " -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 ® I q. 280 ft 280 ft (j I8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 - .3 - -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 ELEVATION • 2-0 ft .3 +30.f +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES /� I ME7 y� car o REMARKS DRWNCHKD DATE 5TH ED FLORIDA BUILDING CODE ENGINEERII\IG o> O r O z INITISSUE GSS TSB 03/05/12 r z o o� REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 rF7oi /Il G G REV 2014 FG DGM TSB 06/10/15 `L L`f J EXPRESS_. r 0 Ir 1p V) ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: z �m Int 1 z 160 SW 12th AVENUE, SUITE-106 �- I r� .z DESIGN LOADS FOR COMPONENTS&CLADDING z p DEERFIELD BEACH, FL 33442 '` o v z MASTER PLAN SHEET rR m ( 7' O THIS DOCUMENT IB THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 z 3 - ,�], v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 O WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ;F J F` P A E:HELLO@ENGINEERINGEXPRESS.COM = °z t'1 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE E / _ 1® OPERMITTED AND INVALIDATE OUR CERTIFICATION. 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