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Home My WebLink AboutEngineering 07/01/2015-9:58am DanielG V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 160 MPH I 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,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area 5 Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO ' ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE CRI IITION WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 3O _ 50 fight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO S.$_QUIRF,FOR U ITH THESE TABLES. -48.6 -48.6 -48.6 -48.1 -47.6 -4 ?2 " t2 -89.1 -89.1 -89.1 -96.6 -84.6 -82.9 -81.4 -80.0 -78.9 2.TABLES VALID O L - BQILa 5� F ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft +48.6 +48.6 +47.7 +46.9 + ,3. - 61-70 k +48.6 +48.6 +48.6 +47.7 +46.9 +46.3 +45.7 +45.2 +44.8 3 TABLES VALID F R L •Oi I E`TR. 4 APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN SO°SHA B B INEER AS A SITE SPECIFIC CONDITION. 80 ft -49.8 -49.81 -49.8 -49'2 -48.7 -4 13 - 4 16x 3 80 ft -91.2 -91.2 -91.2 -88.7 -86.6 -84.8 -83.3 -81.9 -80.7 4.IDENTIFY THE B L E RVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT +49.8 +49.8 +49.8 +48.8 +48.0 + ,4 +46 3 +49.8 +49.8 +49.8 +48.8 +48.0 +47.4 +46.8 +46.3 +45.8 CANNOT BE IDENTIF _...DI EAK - IE T. 5. ALWAYS ROUND •- GH>t5 E+ LE VALUE OR CONSERVATIVE ASSUMPTION. -50.8 - -50.8 -50.2 -49.7 -49--S-- `- 2 -93.1 -93.1 -93.1 -90.5 -88.4 -86.6 -85.0 -83.6 -82.4 6.CALCULATE THE TRI - AT2 ,1-I E OP NING IN QUESTION(HEIGHT'WIDTH)OR Soft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47.7 M6.8 90 ft +50.8 +50.8 +50.8 +49.8 +49.0 +48.3 +47.7 +47.2 +46.8 THE SPAN LENGTH(HEIGHT)M T3'8Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.7 -51.7 -51.7 -51.2 -50.6 -50.2 -49.8 -49.4 -49.1 -94.8 -94.8 -94.8 -92.2 -90.0 -88.2 -86.6 -85.2 -83.9 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft IF THE TRIBUTARY +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 100 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47,6 AREA OPENIOF AN OPENING CANNOT BENGS ONLY-THIS INCLUDES ID IDENTIFIED,THE MOST CRREAS BETWEEN ITICAL( 0 L MULLS-SQ ARE FEET)SHALL -52.6 -52.6 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -50.0 -96.4 -96.4 -96.4 -93.7 -91.5 -89.6 -88.0 -86.6 -85.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE,FOR LARGER 110 ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 110 ft +52.6 +52.6 +52.6 +51.6 +50.7 +50.0 +49.4 +48.9 +48.4 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 -53.4 -53.4 -53.4 -52.8 -52.3 -51.8 -51.4 -51.0 -50.7 -97.9 -97.9 -97.9 -95.1 -92.9 -91.0 -89.4 -87.9 -86.6 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 +50.2 +49.7 +49.2 120 ft +53.4 +53.4 +53.4 +52.4 +51.5 +50.8 1+50.2 1+49.7 +49.2 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -54.1 -54.1 -54.1 -53.6 -53.0 -52.5 -52.1 -51.8 -51.4 -99.3 -99.3 -99.3 -C&.5 - -89.1 -87.8 MUNICIPALITY IN ACCORDANCE WITH CODE. 130 ft +54.1 +54.1 +54.1 +53.1 +52.2 +51.5 +50.9 +50.4 +49.9 130 k +54.1 +54.1 +54.1 + -.1 +,549j - +49.9 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 54.8 -54.8 -54.8 -54.3 -53.7 -53.2 -52.8 -52.4 -52.1 -100.5 -100.5 -100.5 - .8 .3 -89.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIORTOTABLE USE. 14oft +sa.a +sa.s +sa.a +53.8 +sz.9 +sz.2 +51.6 +51.0 +so.s laaft +sa.a +sa.a +sa.a + 5 . 1.0 +so.5 GENERAL NOTES• -55.5 -55.5 -55.5 -54.9 -54.3 -53.9 -53.4 -53.1 -52.7 -101.8 -101.8 -101.8 - 9416 9 1.4 -90.0 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft +55.5 +55.5 +55.5 +54.4 +53.6 +52.8 +52.2 +51.6 +51.1 150 ft +55.5 +55.5 +55.5 + 52.8 +51.1 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -56.1 -56.1 -56.1 -55.5 -55.0 -54.5 -54.0 -53.7 -53.3 -102.9 -102.9 -102.9 -1 ��t-c,7� 9 - -91.1 CRITERIA AS OUTLINED HEREIN. '" 2.8 +52.2 +51.7 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 +53.4 +52.8 +52.2 +51.7 160 ft +56.1 +56.1 +56.1 +55.0 +54.2 LITIES OR ASSEMBLY EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACI -56.7 -56.7 -56.7 -56.1 -55.5 -55.0 -54.6 -54.2 -53.9 -104.0 -104.0 -104.0 -101.1 -98.7 -96.7 -94.9 -93.4 -92.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ON L THESE TABLES 170 ft +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 170 ft +56.7 +56.7 +56.7 +55.6 +54.7 +54.0 +53.3 +52.8 +52.2 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi= 8)FOR USE J WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONA -A$•.fOR)WITH IL -57.3 -57.3 -57.3 -56.7 -56.1 -55.6 -55.2 -54.8 -54.4 -105.0 -105.0 -105.0 -102.1 -99.7 -97.7 -95.9 -94.3 -92.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.LY S ARF-WR 180 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 +52.8 180 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.5 +53.9 +53.3 +52.8 WALLS AND VERTICAL SURFACES ONLY. �� 'r -57.8 -57.8 -57.8 -57.2 -56.6 -56.1 -55.7 -55.3 -54.9 -106.0 -106.0 -106.0 -103.1 -100.6 -98.6 -96.8 -95.2 -93.8 'ID CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TI!l tpS AREgLY 7- -57.8 _ VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. ;Z� 190 ft +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 190 ft +57.8 +57.8 +57.8 +56.7 +55.8 +55.0 +54.4 +53.8 +53.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESS AS LST D. 0 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE, ETHER 200 ft -58.4 -58.4 -58.4 -57.7 -57.1 -56.6 -56.2 0 ft -107.0 -107.0 -107.0 -104.0 -101.5 -99.5 -97.7 -96.1 -94.7 COEFFICIENTS LISTE N SAH'.A_ B ND VERIFIED BY THE G ING Com, S N +58.4 +58.4 +Sa.4 +57.2 +56.3 + 4.3 +53. ,A +58.4 +58.4 +58.4 +57.2 +56.3 +55.5 +54.9 +54.3 +53.7 BUILDING DEPARTM t ERM HOLDER. RRANTY FOR APPLICAB OF TABLE -58.8 -58.8 -58.8 -58.2 -57.6 -5 x1 S7j - t9 -107.9 -107.9 -107.9 -104.9 -102.4 -100.3 -98.5 -96.9 -95.5 VALUE USE IS IFIL 210 ft �� 210 ft 5.THIS TION.ICA 0 I OT` Q TO ER ANY PRODUCT' IA AN Li.l D. J +58.8 +58.8 +58.8 +57.7 +56.8 + .0 1T�9. L+S. +58.8 +58.8 +SE.B +57.7 +56.8 +56.0 +55.3 +54.7 +54.2 CERTIFICATION. RE tt � EBQRAI„ lJ MITTED TEST CRITERIA AN T ER �� -59.3 -59.3 -59.3 -58.7 -58.1 5 16 [ ,7 -108.8 -108.8 -108.8 -105.7 -103.2 -101.1 -99.3 -97.7 -96.3 APPROVALS FOR DE G TION F MATION AND APPIICABILITYHESEYASLE 220 ft 220 ft VALUES WHICH IS T B.. V IE _1021 CCORDANCE WITH GOVE�CODES. +59.3 +59.3 +59.3 +58.2 +57.3 + +5 2 9�„. +59.3 +59.3 +59.3 +58.2 +57.3 +56.5 +55.8 +55.2 +54.6 6.ADHERE TO ALL R°'__ ROT - b TEM ORDINANCES. 230 ft -59.8 -59.8 -59.8 -59.2 -58.5 -5 , .8" -109.6 -109.6 -109.6 -106.5 -104.0 -101.9 -100.1 -98.4 -97.0 7•NO CERTIFICATIO I E : I LTY OF THE HOST STRU +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56. 5.1 230 ft +59.8 +59.8 +59.8 +58.6 +57.7 +56.9 +56.2 +55.6 +55.1 8.EXCEPT AS EXPRESSLY PRS' IN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. -60.2 -60.2 -60.2 -59.6 -59.0 -58.4 -58.0 -57.6 -57.2 -110.4 -110.4 -110.4 -107.3 -104.8 -102.7 -100.8 -99.2 _97,7 240 ft +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 240 ft +60.2 +60.2 +60.2 +59.1 +58.1 +57.3 +56.6 +56.0 +55.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -60.7 -60.7 -60.7 -60.0 -59.4 -58.9 -58.4 -58.0 -57.6 -111.2 -111.2 -111.2 -108.1 -105.5 -103.4 -101.5 -99.9 -98.4 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT P/ 250 ft +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 250 ft +60.7 +60.7 +60.7 +59.5 +58.5 +57.7 +57.0 +56.4 +55.9 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 260 ft -61.1 -61.1 -61.1 -60.4 -59.8 -59.3 -58.8 -58.4 -58.0 260 ft -112.0 -112.0 -112.0 -108.8 -106.3 -104.1 -102.2 -100.6 -99.1 a a EAVE HEIGHT +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 +61.1 +61.1 +61.1 +59.9 +58.9 +58.1 +57.4 +56.8 +56.2 �y L,y ROOF -61.5 -61.5 -61.5 -60.8 -60.2 -59.7 -59.2 -58.8 -58.4 -112.7 -112.7 -112.7 -109.5 -107.0 -104.8 -102.9 -101.2 -99.7 I I HEIGHT 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 270 ft +61.5 +61.5 +61.5 +60.3 +59.3 +58.5 +57.8 +57.2 +56.6 5 -61.9 -61.9 -61.9 -61.2 -60.6 -60.0 -59.6 -59.1 -58.8 -113.4 -113.4 -113.4 -110.2 -107.6 -105.5 -103.6 -101.9 -100.4 I ® I 4. 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 280 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.5 +57.0 5 5 -62.2 -62.2 -62.2 -61.6 -60.9 -60.4 -59.9 -59.5 -59.1 -114.1 -114.1 -114.1 -110.9 -108.3 -106.1 -104.21-102.51-101.0 E a O O ._ 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 290 ft +62.2 +62.2 +62.2 +61.0 +60.1 +59.2 +58.5 +57.9 +57.3 WALL ZONE FIGURES ME C 0 o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING m D" ' T D O INIT ISSUE GSS TSB 03/05/12 0 0; m . m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04109/12 x20141 EXPRESS 7Jo CV �� REV 2014FBC DGM TSB 06/10/15 ` J \ r z _ ASCE 7-10F CHAPTER 30 CORPORATE OFFICE: =2 O� �m z 160 SW 12th AVENUE, SUITE 106 p1 N z DESIGN LOADS FOR COMPONENTS &CLADDING z 0 > DEERFIELD BEACH, FL 33442 v MASTER PLAN SHEETm m LIN cZi THIS DOCUMENT ISTHE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F;(954)354-0443 - �,� iJ `o AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z� y 0 �, z WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM- _ ,Z _ - •O w PERMITTED ANDINVALIDDADDITIONS,OR OTHER ATEOURCERTIFICATION.NGS TO THIS ENTARENOT ASCE 7- 10 - m W ENGINEERINGEXPRESS.COM JOB NAME: Ram Som Mean Roof Height= ITO � MUNICIPALITY: s T, Luc-,,e CL.-Tk4 Accordion Type R V I ADDRESS: I C)D,o�j S . 6(vo A : -r V:�a,o t Manufacture Type= SS/� CONSTRUCTION&ZONE CONDITION: =L 3`3 01 OPENING NO. 3 CONSTRUCTION TYPE: L'or>Gre-Qp �on�rlrC•E OPENING SIZE SIZE �(Co� LSY, i st L�� SQUARE FOOTAGE q4 ,O ^uu lo=c� 13, 5 SLAT SPAN (J's"Ifit �( ZONE(4(interior),5(end)) Ll L4 s +� Pressure(psf) ~T[a G 7 2� EDGE DISTANCE 3`� 3`d- cm d LU ANCHOR SPACING EGO a. —� Connection Type / to TOP TRACK C O Connection Type BOTTOM TRACK r TUBESIPOSTS REMOVABLE BOTTOM ANGLE TOP TRACK I . ANGLE BOT TRACK LEFT SIDE.ANGLE RIGHT SIDE ANGLE STARTER STRIP I l� ANCHOR TYPE TOP TAPCON BOT TOP CRETE-FLEX BOT TOP SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PAhZ UATP QnT