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HomeMy WebLinkAboutEngineering 04/09/2012-5:03pn , gabriels F:\01 Project Files\_2010-MPS\400 Wind Charts\Reference\OG-MPS10-400 Series C&C(Cut eni).dwg 2010 FLORIDA BUILDING CODE & 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 DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONSFOR TABLE USE: Roof Tributery Area(Sq Ft - Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS i DEFINED AS THE CR •b N WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20' 25 30 &0;. Ight 10 15 20 25 30 35 40 45 5o USE OF CRITICAL CO = _ •C�t� ITH THESE TABLES. 61-70 ft '54.9 -54.9 354 9:� -54.3 -53 7 5 61-70 ft -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2.TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. +54.9 +54 9 L+$4i9' +53.8 +53.01+ #7 +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. -56.2 -56.2 96 T -55.6 -55.0 5 A;' 5 4 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B } ��, OF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +56.2 +56 2 +56:2 +55.1 +54.2 + '(' hx '�� BO ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF T. -57.3 57 3 57:3.; -56.7 -56.1 -5 . �9�. .5, -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. OR 90 ft +57.3 +57.3 ,#57:•3, +56.2 +55.3 +54.6 +5 9`N i 2,g Soft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN ULENGTH(HLATE THE EIGHT)GHT)M Y AN EFFECTIVE t OPENING IN WIDTH THESTION AT NEED NOT HEIGHT* IBE LESS -56.4 -58.4 '-5.8:4 -57.8 -57.2 - -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94,7 TITAN ONE-THIRD SP .H ), THE AREA BETWEEN STRUCTURAL 100 ft - OPENINGS ONLY- I LfJ @A B •RlT RAL MULLS. IF THE TRIBUTARY +58.4 +58.4 +38;4. +57.3 +56.3 + 8 +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 AREA OF AN OPE w 5'r'CRITICAL(10 SQUARE FEET)SHALL 110 ft '59.4 -59.4 -59:4 -58.7 -58.1 -57. 1 • - 110 ft -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS RO D i R W O THE LESSER TABLE VALUE.FOR LARGER +59.4 +59.4 +59.4. +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS TH B SH D, RGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 120 ft -60.3 -60.3 -60:3' -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 120 ft -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 +60.3 +60.3 +6b:3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 130 ft 61.1 -61.1 -61:1, -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 130 ft -112.1 -112.1 -112.1 -108.9 -106.3 rte^ � -100.6 -99.2 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL IN MUNICIPALITY IN ACCORDANCE WITH CODE. +61.1 +61.1 +61:1. +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 +61.1 +61.1 +61.1 + - +fyE; +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 4140`f[ 1619 619 y�r61W';'-61.3 -60.6 -60.1 -59.6 -59.2 -58.8 140 ft -113.5 -113.5 -113.5 1 .i "'I ..9 -1004 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +61.9':+619 +61:91 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 +61.9 +61.9 +619 + •„ _ 7.6 +57-01 GENERAL NOTES' ISO ft -62.7 -62.7 ,-62:7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 ISO ft -114.9 -114.9 -114.9 -1Q; NO3*2 -101.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 +62.7 +62.7 +62.7 + s 5 +_�, +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -11 "" -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 160 f[ +63.4 +63.4 +63.4 +62.1 +61.1 9.6 + +58.4 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 170 ft -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 170 ft -117.4 -117.4 -117.4 (j[�lR ry 5 9 O NOT VALID FOR ILLY TERRAIN. NTERNAL PRESSURE COEFFICGRAPHIC FACTOR Kzt=1.0 FOR FLAT IENT(GCpl+/-0 18)FORN USE ONLY. A USE +64.0 +64.01+64 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 +64.0 +64.0 +64.0 8 �f' + p WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 ft -64.7 -64'7 -64.7 -64.0 -63.3 -62.8 -62.3 -61.8 -61.4 180 ft -118.6 -118.6 -118.6 -115. d'S -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +64,7 +64.7 +64,7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 +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 -62.0 190 ft 190 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L'BENNARDO,P.E. +65.3 +65.3 +65.3 +64.0 1+63.0 1+62.1 +61.4 1+60.7 +60.1 +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 DING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft ! a 0 ft COEFFICIENTS LISTE IN _ NO VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 + 3 "�•!,(6_,. ,,r +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTMRi�4 RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 J+6;$. �*�6 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 V210 ft +66.4 +66.4 +66.4 +65.2 +64.1 , L 210 ft +66.4 +56.4 +66.4 +65.2 +64,1 +63.2 +62.5 +61.8 +61.2 E THIS TION.IRE I T` ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER 220 ft -67.0 -67.0 -67.0 -66.3 -65.6 ' 220 ft -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE +67.0 +67.0 +67.0 +65.7 +64.6 b k _k +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IST $ V , I T1 < *I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL M ORDINANCES. 23D ft -67.5 -67.5 -67.5 -66.8 -66.1 230 ft '123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFITOCATIO ", - TTY 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 8.EXCEPT AS EXPRESSLY P �••i IN,NO ADDITIONAL CERTIFICATIONS OR -68.0 -68.0 -68.0 -67.3 -66.6 6 � - ;0= -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 IW6329 r2= �tl +68.0 1+68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 a=10%OF L 1 ffmmroRH, PEAK ROOF -68.5 -68.5 -68.5 -67.8 -67.0 -66 - WOW1, �•' -125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 WHICHEVER IS SMA B QF 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(1 S �LOISE $ k'x�lLrt TN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 260 ft -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 260 ft -126.4 -126.4 -126.4 -122.9 -120.0 -117.5-115.4 -113.5 -111.9 a a EAVE HEIGHT +66.9. +68.9 +66.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64,8 +64.1 +63.5 ROOF 270 ft -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 270 ft -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 HEIGHT +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 0 -69.8 -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 4 280ft +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 280 ft +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 Jr I I Jr ® 4 �(a -70.3 -70.3 -703 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -125.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 ©Q 290ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.11+65.4 +64.7 290ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 1+66.1 +65.4 +64.7 WALL ZONE FIGURES ISO BTRIC V n O o REMARKS DRWN CHKD DATE 3.m r, O [NIT ISSUE 035 TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING o` o T m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 O m �' 3 _ _ ASCE 7-10,CHAPTER 30 EXPRESS DESIGN LOADS FOR COMPONENTS&CLADDING �;I a� z (n - 160 SW 12th AVENUE, #106 t. � 'c�z MASTER PLAN SHEET DEERFIELD BEACH FL 33442z H fn O m THIS DOCUMENT IS THE PROPERTY OF FRANKLSENNAROO, o ! D o PH:(954)354-0660 FAX:(954)354-0443 r z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART � II�J A WTTHOUTWRITTENCONSENT OFFRANK LBENNARDO,P.E. AS CE WWW.ENGEXP.COM_p , ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER, O CERT OF AUTH#8885 .mUl v MARKINGS TO THIS DOCUMENT ARE NOT PERMTfTED AND N - F. m INVALIDATE OUR CERTIFICATION. �,. e National Shutter and Aluminum Inc. 700 Commerce Way West,Jupiter,Florida 33458 Office: 561-748-8806 1 Fax: 561-748-8902 Key www.ntlshutters.com Storm Panels-SP Roilups-RU Email:sales@ntishutters.com Accordions-AC Windows/Doors-WD LICENSED&INSURED I Lic.#CBC1253858 Bahamas-BA Retractable Awnings-RA HURRICANE PROTECTION SYSTEMS, A+Rating BBB WINDOWS, DOORS, RAILINGS, Colonials-CO Ultra Lattice-UL SCREENS AND PERGOLAS t !1 - ! -- 4- i # ! - __.. '._._. t_-i.. 7.'.__ i,._ ! .., ...:... r,.._f — �--•r--f— 1`` r---f —- �---r'_ .. ! (-_i . I. � ., ! { i ; ~i "j 1 1 � S I � '7-1 . -4— ._. � v ...—t _ . ..... _...{,_........._. ._._L_...� .�.._..i _..x_ _c_.._ ....,..' _..a.._..L._ I L t + -.-i. .•+ t --'—_ {""'""___..,..__,E, . ..._ ! < .. .- r i t --r— - �. #. f c _ i . - i.- �I _ ( I tj �j t Y Special Instructions: Customer Name: 13 11A,1194::�w_#'.> Address: _ signature Date Salesperson . ,,U,r,V G. Date Company: NSA Job Description: Prepared By: Client Name: Project Number: Version 10.0 �/ (cJs20125slnte[natjonal,LLC -- e ffi '4'f;1'I_ D ' - yConformsw1thA5CE730: .; .i1 ,tw...a1 ..elat�eii"+ 1Jiat " r. .o, ,-r DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 170 Mean Roof Height 140 Risk Category 3 Building Width(ft) 80 Exposure Category D Building Length(ft) 200 Directionality Factor 0.85 Roof Slope (x:12) Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 w 4 70 53 63 55.4 -61.4 2 IN 4 70 37 63 56.1 -61.9 3 w 4 70 37 63 56.1 -61.9 Width of End Zone(a)in feet= 8 5 h 4 a " y i s s STRUCTURES INTERNATIONAL,LLC _,Prov,dinp Sim.."SoWtens to CrnvS.Problems' 1/8/2015 9:23 AM