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HomeMy WebLinkAboutEngineering 08/17/2016-11:1 Oam RECEPTION V:\Projects\2014-MPS\400 Wind Charts\ Reference\00-MPS14-000 Series C&C(Current)JeH.dwg Sth 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 ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tribute Area(Sq Ft- .- --_ Roof TributaryArea(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE'WORST CASE'PRESSURES.'WORST CASE'IS _Uji ht SO 15 20' 25 30 5 �4q 45:� SO eight 30 15 20 ib 30 35 40 45 50 DEFINED AS THE CRMCACCONDMCI r4 OF-ANY ONKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COIj(DITIONS REQUIRED F.OR USEiWITH THESE TABLES. -41.0 -40. -39.3 8.7 -38.3 3 -9 6 3T3� -37 0-171 -50.6 -08.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O LY,FOR�BUILDINGS�OF'1+}F.AN'ROOF HEIGHT AS LIMITED ABOVE. 'r'�.J�r °v.s 0-15 ft 3 TABLES VALID F R'QLL RQOF�IYP.ESi&°GI�r�PES.APPLICABLE REDUCTIONS FOR ROOF SLOPES 0-15 ft +37.8 +36. +36.1 35.5 +35.1 + 4.7 4 4 33421°}33 8r +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -C' LESS THAN 10°SHA L,BE`P.ERFORjtED,EltAN•ENGINEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.3 -38.8 3 4 --38 L 3J_8 3 6:,� -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43:3 4.IDENTIFY THE B ILQQ ING MEAN,(AVERAGE)_'FZ,OOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +3fi.0 +35.6 +3 :2 �3�4 9-134:6 +3a 3,• 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFI--p)_WSE THE"PEAK R0OF;f(EIGHT. _ 5. ALWAYS ROUND UP:k OOF:HEJGHTSyTbeNEXRTABLE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42.1 -41.1 40.3 -39.8 -39.3 -38.9 ='.38ti6�^=38.� 3$:0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBUTARYiARF1\'OF,THE OPENING IN QUESTION(HEIGHT"WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 --+35 a:-+34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MOCFIPOED-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 18 ft -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)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 +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 -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 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +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 ^=47.7 --47.0_._46.4 -45.8 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +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 +38:2-,+37.7'=+3Z,3y +36.9' +36;51 +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 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 5 .0 --4 0<--48Q� 75` 6:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 k +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 +38.5 ;{3$-0�-*3TW 3734: 37.0 +36.7 GENERAL NOTES: 23 ft -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 -50.4. "49;Sti 1'48 6:j f=4�;9..,11-47.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.S +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.S +3:9.�+3F8`4W38.0,�;,Y�7.6+ {3x.3 +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'�$9:9.'i=49.1 1 :4�`47:7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft T r - 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-`13IIi3:-+38.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WLTH 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 +42.1 +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(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -46.0 -04.9 -44.1 -43.5 -43.0 -42.6 -02.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -09.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 27 ft -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 27 ft -57.3 -55,0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 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 +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. -46.8 -45.6 -44.8 -44.2 -03.7 -43.2 -42.9 ••-42.5'--422-__ -57.7 -55.4 -S3.8 -52.6 -51.6 -50.7 -49.9 -49.3 -08.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED-HEREIN SHALI-BE DICTATED-AND VERIFIED BY THE GOVERNING 28 k +43.1 +42.0 +41.2 +40.5 +40.0 +39:6:-+39.2{�+3a;9 +38 6': .x.28 k +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMFNTAND PERMrr BOLDER;NO-W4RRANTY FOR APPLICABILITY OF TABLE -07.1 -46.0 -45.1 -04.5 -44.0 4 .6 ZL -4�?.9 ^�2 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER D",Ht RfiINT«., 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +3 .9 +9 5 +39r!s+3a9; 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 S. THIS SPECIFICAT�O�1 ISTJOT,INTENDED TO IFFER ANY PRODUCT APPROVED CERTIFICATION. RE Fj,ER',TO(IN1(SEPARATELY MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 4 9p �ti43^.2 -4219 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE5 GPC-8814 TALQ+SION'WFORMATION AND APPLICABILITY OF THESE TABLE 30 ft 7 ,•� 30 ft VALUES WHICH IS TQ,[BE-VERIFIED?BY OTirl-ERS IN ACCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4,9:221 98..;f39.5 t39 2. +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LOCAL IMPACT:0R0TEC oK,,SY$TEM ORDINANCES. 32 ft -48'1 -46.9 -46.1 -45.4 -44.9 -44`5- 4 ^\4 .8-7: 3:5 ��32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIONZSAEEERED,FOR!TF(E INTEGRITY OF THE HOST STRUCTURE. ---- -----+44:3 -+43:2- +42.3--+41.7- +41.2--+40.7-_+40.3- +40j0�. 9J---__-_ +44.3- +43.2_±42.3_ +41.7_ +41_.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PROVIDE,p,H.ER.EIN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 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 +q52 +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 +q0.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k -50.4 -492 -48.3 -47.6 -07.1 -46.6 -06.2 -45.9 -05.5 40 k -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +46.5 +45.2 +44.4 +43.7 _+43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -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 +47.6 +46.4 +45.5 +44.8 +442 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42,6 a a 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 HEIGHT 50 k +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 k +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 4 55k ,® .��' +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 k +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 soft -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION 6ak WALL ZONE FIGURES f ISOMETRIC +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 tn O o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERI '' 9_n D O K INR ISSUE GSS TSB 03/05/12 ' F z i m p m 3 c REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 \ 0 14,/ EXPRESS I t K'1 i I I "\\' - REV 2014 FBC DGM TSB 06/10/15 \ / 'z - ASCE 7-10 CHAPTER 30 CORVORATE OFFICE: �,1 ', Z (n ' 160 SW 12th AVENUE, SUITE 1,06', \ F r i m DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442,1.' ' , ti v, Z MASTER PLAN SHEEP I Gl THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)3S4-O443. m IN CERT OF AUTH 49885 z:4, �' n ANDSHALLN SENTT BE OF DNGEXPRE EXPRESS. WITHOUT ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS.COM A 9 • „•..tp'--.1' p r A WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, d W B ADDITIONS, TED AND INVALIDAATTEOUR C RTIFICATIONMENTARENOTENGIN EERINGEXPRESS.COM `