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HomeMy WebLinkAboutPROJECT INFORMATION06/30/2015 - 3:54pm gabdels V1Projects\_2014-MPSWOO Wind Charls1_Reference100-MPS14-100 Series C&C (Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE4 Roof TributeryArea 5 Ft Height 10 15 20 25 30 50 '51.7 -51.7 .517 -51.2 -50.6 -5 :2 :1 61-70 ft +51.7 +51.7 +51.] a50J +49.9 ♦ .2 '52.9 .52.9 -52.9 -52.4 -51.8 -5 :3 5 .6 80 R +52.9 452.9 +51.9 +51.1 ♦ :4 49.2 RIM -54.0 -54.0 -54.0 -53A -52.9 -52. .3 90ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 9.7 '55.0 -55.0 .55.0 -54.4 -53.9 -53.4 -53.0 .52.6 -52.3 100 ft +55.0 ♦55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +507 '55.9 -55.9 -55.9 -55.3 .54.8 .54.3 -53.8 -53.5 -53.1 110 h +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 ♦52.0 +51.5 -56.8 '56.3 .56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 -57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55A .55.0 -54.7 130 It +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 +53.0 -58.3 -58.3 .58.3 -57.7 -57.1 .56.6 .56.1 .55.8 -55.4 140ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 '59.0 .59.0 -59.0 -58A .57.8 -57.3 -56.8 .56.4 -56.1 150 It +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 '59.7 -59.7 -59.7 .59.1 .58.4 -57.9 -57.5 -57.1 -56.7 160 k +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 .59.7 -59.1 .58.5 .58.1 -57.7 -57.3 170 It +603 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -60.9 .60.9 -60.9 -603 -59.7 -59.1 -58.7 -58.2 -57.9 180ft +60.9 +60.9 +60.9 +58.8 +58.0 +57.3 +56.7 +56.1 -61.5 -61.5 -61. -60.9 60.2 .59.7 .59.2 .58.8 .58.4 190 ft +61.5 +61.5 +61. +60.3 59.4 +58.5 +57.8 +57.2 +56.6 .62.1 -62.1 -62.1 - .4 -60.8 -60.2 -59.7 200 h a62.1 +67.1 +62.1 +60.9 +59.9 + . :7 r5711 -62.6 -62.6 .62.6 -61.9 -61.3 - :] .5 210 ft +62.6 +62.6 462.6 +61.4 +60.4 + .6 + -63.1 -63.1 -63.1 -62.4 -61.8 220 ft +63.1 +63.1 ♦63.1 +61.9 +60.9 ♦ .0 63.6 -63.6 .63.6 .62.9 -62.3 -6 .♦63.6 ]30ft +63.6 +63.6 +62.4 +61.4 +60.5 +59.8.624Dft 4 .1 -64.1 -64.1 -63.4 -62.7 .62.2 -61.7 -60.9 +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 1�2.5 +59.0 '64.5 -64.5 -64.5 -63.8 -63.2 -62.6 -62.1 -61.3 250ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +59.4 '65.0 .65.0 -65.0 -64.3 .63.6 -63.0 -62.5 -61.7 260 ft +65.0 ♦65.0 +65.0 + 63.7 a 62.7270ft +61.8 +fill +59.8 '65.4 .65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.1 +65.4 +65.4 111A +64.1 ♦63.1 +62.2 +61.5 +60.8 a60.2 -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 IT +65.8 +65.8 +65.8 +S4.5 +63.S +62.6 +61.9 +61.2 +60.6 -66.2 -66.2 .66.2 -65.5 -64.8 .64.2 -63.7 1 -63.3 1 -62.9 290ft +66.2 +66.2 +66.2 464.9 +63.9 +63.0 +62.2 1 +61.6 +61.0 I I Mean DESIGN PRESSURES IPSF) - ZONES Roof Tribute Area 5 FI Ieht 10 15 20 25 30 35 1 40 1 45 1 50 '94.8 .94.8 -94.8 .92.1 -90.0 -88.1 .86.5 .85.1 .83.9 61-70 It +51.7 +51.7 +51.7 +50.7 ♦49.9 +49.2 +48.6 +48.1 +47.6 -97.0 .97.0 -97.0 -94.3 .92.1 -90.2 .88.6 -87.1 -85.8 80It +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0 .99.0 .99.0 .96.2 -94.0 -92.1 -90.4 .88.9 -87 90 ft +54.0 +54.0 +54.0 +53D +52.1 +51.4 450.8 +50.2 +49.7 '100.8 .100.8 -100.8 -98.0 -95.7 -933 -92.1 -90.6 -89.2 100 It +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +517 +51.2 +50.7 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 110 It +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 4526 +52.0 +51.5 -104.1 404.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 .92.1 120It +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.9 +52.3 -105.6 .105.6 -105.6 -102.6 .100. -94.8 -93.4 130k +57.6 +57.6 +57.6 + "8 +54.. +53.0 -106.9 -106.9 -106.9 -1lk 6 .0 140k +58.3 ♦58.3 +58.3 + 4.2 +53.7 -108.2 -108.2 -308.2 -1 ! 0.6 - 7.2 -95.9 I50ft +59.0 +59.0 +59.0 + + E2 +54.4 '109.4 .109.4 -109.4 -10 . .9 -96 8 160 ft +59.7 +59.7 +59.7 +58.5 +57. 6.1 +55.5 +55.0 -110.6 .110.6 .110.6 -107.5 -105.0 .102.8 .101.0 -99.3 .97.9 170 IT ♦0.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -111.7 -111.7 .111.7 .108.6 .106.0 -103.9 -102.0 -1003 -98.8 180k +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -112.8 -112.8 .112.8 -109.6 -107.0 .104.8 -302.9 -102.3 -99.8 190ft +61.5 +61.5 +61.5 460.3 +59.4 +58.5 +57.8 +57.2 +56.6 -113.8 -113.8 -113.8 -130.6 -108.0 -105.8 -103.9 -102.2 -100.7 (t +62.1 +62.1 462.1 ♦60.9 +59.9 +59.1 +58.3 +57.7 +57.1 -114.7 -114.7 -114.7 -131.5 -108.9 -106.7 .104.7 -103.1 -101.5 230 k +62.6 +62.6 +62.6 +61A +60.4 +59.6 458.8 +58.2 +57.6 -115.7 -335.] -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 220k +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +587 +58.1 -116.6 -116.6 -316.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 230k a63.6 +63.6 +63.6 +62A +61.4 +60.5 +59.8 +59.1 +58.6 -117.4 -117A -117.4 414.1 -111.5 -109.2 .107.2 -105.5 -303.9 240It +64.1 +64.1 +64.1 +62.6 +61.8 +61.0 +60.2 +59.6 +59.0 -118.3 -118.3 -118.3 415.0 -112.2 -310.0 -108.0 -106.2 .104.7 250 ft +64.5 +( +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 .108.7 -107.0 -105.4 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -119.9 .119.9 -119.9 -116.5 -113.8 .111.4 409.4 -107.7 -106.1 270 IT a65.4 465.4 +65.4 1 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 '120.1 -120.6 .120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280ft 465.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 .60.6 -121.4 -121.4 .121.4 -118.0 .115.2 -112.8 -110.8 -109.0 -307.4 290ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WIND VELOCITY = 165 MPH EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLATTERRAIN 3. TABLES VALID Fft LESS THAN 10° SHA 4. IDENTIFY THEB CANNOTBEIDENTIF5. ALWAYS ROUND6. CALCULATE THETHE SPAN LENGTH ( THAN ONE-THIRD THE SPAN LENGTH (HET OPENINGS ONLY -THIS INCLUDES AREAS AREA OF AN OPENING CANNOT BE IDENTI BE USED. ALWAYS ROUND TRIBUTARY AR TRIBUTARY AREAS THAN PUBLISHED, USI 7. IDENTIFY THE ZONE OF THE OPENIN( THE FIGURE OR INFORMATION BY OTHER CONSIDERED THE MORE CRITICAL (EXTEI B. READ OFF POSITIVE AND NEGATIVE F MUNICIPALITY IN ACCORDANCE WITH CO 9. FOR SITUATIONS THAT REQUIRE Kd= FACTOR OF 1.18. VERIFY Kd REQUIREMEt GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFOR METHODOLOGY- PER ASCE 7-10 SECTION CRRERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND EXPOSURE SPECIFIED. THESE TABLES NI OCCUPANCIES. TOPOGRAPHIC FACTOR N NOT VALID FOR HILLY TERRAIN. INTERNA WITH AN ENCLOSED STRUCTURE ONLY. LOCAL BUILDING DEPARTMENT. HVHZ = I WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A VALID WHEN SIGNED & RAISED SEALED 1 4. THIS SPECIFICATION IS INTENDED T USE OF THESE TABLES AND CO COEFFICIENTS LISTE N AECBG BUILDING DEPARTM OL VALUE USE IS OFFE D 5. THIS SPECIFICA 0 1 Q CERTIFICATION. RE R EP APPROVALS FOR DE G TIO WH VALUES ICH IS T B V YWOT 6. ADHERE TO ALL OL 7. NO CERTIFICATIO W IN EXCEPTAS EXPRESSLY n nnuc eoP TNTFvncn CASE' PRESSURES. 'WORST CASE' IS PIpWN VARIABLE AS DESCRIBED BELOW. NITH THESE TABLES. APPLIC300E HEIGHTED LIMITED ABOVE. mER AS SITE REDUCTIONS CONDITION. FOR ROOF SLOPES :ER IG A SITE SPECIFIC FHGH HEIGHT. IF THE MEAN ROOF HEIGHT T. NVALUE OR CONSERVATIVE ASSUMPTION. NG IN QUESTION (HEIGHT' WIDTH)IDTH)OR '655 T WIDTH THAT NEED NOT BE LE55 U5E THE AREA BETWEEN STRUCRIRAL 'TRUCTURAL MULLS. IF THE TRIBUTARY MOST CRITICAL (10 SQUARE FEET) SHALL O THE LESSER TABLE VALUE. FOR LARGER T PUBLISHED VALUE. ONE 4) OR EXTERIOR (ZONE 5) PER ABLE OPENING IS TO BE FL1Ar0$�AS REQUIRED BY THE LOCAL jAe NDER-DESIGNED BY A DEAL MUN AMY PRIOR TO TABLE USE. IH °A WABLE STRESS DESIGN CHART W30 PART 1 OR 3, USING THE JD VELOCITY) FOR THE WIND SPEED AND i WITH ESSENTIAL FACILITIES OR ASSEMBLY L FLAT TERRAIN USE ONLY. THESE TABLES E COEFFICIENT (GCpl-+/-0.18) FOR USE OF Kd (DIRECTIONALITY FACTOR) WITH -ITY HURRICANE ZONE. TABLES ARE FOR IFIC DRAWING. THESE TABLES ARE ONLY BENNARDO, P.E. WE DESIGN WIND PRESSURES AS LISTED. VELOCRY, EXPOSURE, AND OTHER �VE_RIFIED BY THE GOVERNING 7RRANiY FOR APPLICABILITY OF TABLE ER ANY PRODUCT APPROVED TIED TEST CRTIERLI AND OTHER a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MAR, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. A a 5 ® 5 ti QE1Q a 05 5 LL�LEveuorL_LJ C WALL ZONE FIGURES HEIGHT EAVE \ HEIGHT ROOF \l HEIGH N o 3 REMARKS ED. FLORIDA BUILDING CODE ENGINEERING g�' gg INRISSUE 2 O '7 j �I (LOlY) EXPRESS® omREV-ADJUSTED K o �\ m� HEIGHTS2 REV 2014 FBC WDIRWNICHKD5TH 5.ASCE 7-10, CHAPTER 30 co..o..,.co...cc,z z to ? t Ez O DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET 160 SW 12th AVENUE, SUITE 106z DEERFIELD BEACH, FL 33442 P: ( 954) () 354-0660 F: 954 354-0443 8.. a c o IMSW UTAENTISWEPROPFAIYOFENGWEEWNGEYFRE55, /�C�� �_i O ANDSNNINOTBEREPRODWEDWWHOLEORPAHTWRHON WRITTENCONSENTOF ENGNEERNG EXPRESS,ALTERAIIONS. THIS DOCUMENT PRE NOT LERT OF AWN 0885 E: HELLO@ENGINEERINGEXPRESS.COM 4a �0 9 m ,n AUDInONS, OR OTHER ORIONGS TO PERNIRTDANDIINUIDATEOURCERIIFICAVON. /-1J 1 ENGIN EERINGEXPRESS.COM