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Home My WebLink AboutEngineering i Customer: McCAFFERY WorkOrder Number: 04252016004 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor j Pressure Width Height Width Height Length Spacing 1 -57.3 449.75 105 445.75 105 101.75 6"o.c. 6"o.c. I I. i i 1, jl j �I i� j' I� I II r I II I �I II I, �I jl I . I 06/30/2015-2:42pm gabriels VAProjects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXP.OSURE 'D' BASED ONKd=0.85• INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area 5 Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED T0,pp_ ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 50 Ight 10 15 20 1 25 30 35 40 1 45 1 50 DEFINED AS THE CRI DITIQ• WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO _ QN1I,zn FO=�R- ITH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 -5 - 1 -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID F 1 •FY. _ ROOF HEIGHT AS LIMITED ABOVE. 61-70 f[ 61-70 ft 3 TABLES VALID F R L E t, APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +54.9 +53.8 +53.0 + ,2 +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 LESS THAN 101 SHA B- 8 INEER AS A SITE SPECIFIC CONDITION. -56.2 -56.2 -56.2 -55.6 -55.0 -5 S 5 •5 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B L AVE yE: OF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +56.2 +56.2 +56.2 +55.1 +54.2 + S. 52.2 1 7j 80 ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF 0 4EA_K T. 5. ALWAYS ROUND GHT;S - LE VALUE OR CONSERVATIVE ASSUMPTION. -57.3 -57.3 -57.3 -56.7 -56.1 -55. -',5 -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 6,CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.8 90 ft +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(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft +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 OPENRY AREAINGS ONLY-THIS INCLUDES AREAS OF AN OPENING CANNOT BE ID NTIFI D THE MO CRITICAL(0 SQ ARE FEBETWEEN STRUCTURAL MULLS. IF THE ET)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 +55.2 110 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 1200 Ift -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57. -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. +55.5 120 ft +60.3 +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 - -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 MUNICIPALITY IN ACCORDANCE WITH CODE.- 130 ft +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 130 ft +61.1 +61.1 +61.1 + , 8,2 +57. +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 -11 - 3T.6'� .9 -100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140ft +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 + 7 - +�5'8.. 7.6 +57.0 GENERAL NOTES' -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 9; T 5I8 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 +58.3 +57.7 150 ft +62.7 +62.7 +62.7 + .5 `"59.6. 8 2 +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 -1:17, 'a 1 - -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 ft +63.4 +63.4 +63.4 +62.1 +61.1 9.6 +58.9 +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 -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 +59.0NOT 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 -05.9 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 HAlILiBEfi ND VERIFIED BY THE GOVERNING +65.9 +65.9 +65.9 +64.6 +63.6 +60.;Z 3. +,6 +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM RML•T;L,Li0L0ER, RRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 -6[5- - �l -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFE D' 210 It 210 ft 5.THIS SPECIFICA O I Q T• ER ANY PRODUCT APPROVED +66.4 +66.4 +66.4 +65.2 +64.1 + ,2. t +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION. RE R - SEE RA FL MITTED TEST CRITERIA AND OTHER -67.0 -67.0 -67.0 -66.3 -65.6 -6 i �' 10 -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE G, - ON'y„3'F MATION AND APPLICABILITY OF THESE TABLE 220 ft +67.0 +67.0 +67.0 +65.7 +64.6 + .7 +2,3 220 ft +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IST B_ V _ Y O� I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL •- ;QT O 0-„ .. TEM ORDINANCES. -67.5 -67.5 -67.5 -66.8 -66.1 -6 . �6 -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7,NO CERTIFICATIO TY OF THE HOST STRUCTURE. 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 IV, 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 1+63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY F gEi -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 250 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION,CONSULT MEAN +68.5 1+68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 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 SAVE HEIGHT - -260 ft -- -- - - - -- --- - -- - = 260 ft_ 8 d +68.9 +68.9 +68.9 -+67.6 +66.5 +65.6 +64.8 +64.1-+63:5 ___ +68:9_ -t68.9 -+68.9--+67.6- +66.5 +65.6 -+64.8 -+64,1--+63.5- - ___.- _ _ -- I - ROOF -66.3 65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 - -- -- -I -_ -""- 1 I- --- '-- - - -- --HEIGHT- -- --- - --- -69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66,8 - - 270 ft +69.4 +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 G -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 ® I 4 280 ft +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 5 I -. 5 O ® 'a -70.3 -70.3 -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 0 Ca 290 ft +70.3 +70.3 +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 ETRIC 0 10INTfISSUES GSSN TSB 033/05/12 5TH ED. FLORIDA BUILDING CODE lb(ENGINEERING o o� m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 /7014) A� `L 1 T J EXPRESS REV 2014 FBC DGM TSB 06/10/15 toi r 2 _ _ _ ASCE 7-10 CHAPTER 30 CORVORATEOFFICE: . Z - �m z HN. DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 121Pi_PVENUE, SUITE 106 $; z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 o v D THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)35,4-0650 F:(984)354-0443 z lip v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z 3 p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 m O d N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7 1 0 E:HELLO@ENGINEERINGEXPRESS.COM y K o PERMITTED AND INVALIDATE OUR CERTIFICAnoN. ENGINEERINGEXPRESS.COM