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Home My WebLink AboutProject Information Design Data and Installation Schedule NORMA STEPHENS PAGE -01 Opening Shutter Anchorage Shutter Wind Anchor Type Max. Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M, W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 BAHAMA CEMENT 38 39.4 TAPCONS 12/12 1ST FLOOR 2 BAHAMA CEMENT 38 39.4 TAPCONS 12/12 1ST FLOOR 3 BAHAMA CEMENT 63 39.4 TAPCONS 12/12 1ST FLOOR 4 ACCORDION CEMENT 85 39.4 TAPCONS 12/6 1ST FLOOR 5 BAHAMA WOOD 53 39.4 LAGS 12/3 2ND FLOOR 6 ACCORDION WOOD 85 39.4 LAGS 12/6 2ND FLOOR 7 BAHAMA WOOD 40 39.4 LAGS 12/3 2ND FLOOR 8 BAHAMA WOOD 48 39.4 LAGS 12/3 2ND FLOOR 9 BAHAMA WOOD 48 39.4 LAGS 12/3 2ND FLOOR 10 BAHAMA WOOD 76 39.4 LAGS 12/3 2ND FLOOR 11 BAHAMA WOOD 76 39.4 LAGS 12/3 2ND FLOOR 12 BAHAMA WOOD 76 39.4 LAGS 12/3 2ND FLOOR 13 BAHAMA WOOD 64 39.4 LAGS 12/3 2ND FLOOR 14 ACCORDION WOOD 84 39.4 LAGS 12/6 2ND FLOOR 15 16 17 18 19 20 21 22 23 24 25 26 27 01/11/2018-12:06pm interni VAProjects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References12017 15 FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 150 MPH FMRH 560' `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE IC' BASED ONKd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZON 4 PRESSURES 1 EXTERIOR ZONES PRESSURESJ� ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) ��l INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF -Z NE 4 - Mean DESIGN PRESSURES PSF -ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4)OR EXTERIOR(ZONE S)PER THE 2 Roof Area of Opening(Sq -- f Area of Opening(Sq Ft 3 _ THEIRS. I.I. E BELANNY QUESTIONABIL FT OR INFORON F__ T THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 `5 Ight 10 20 1 30 40 50 5• ( I 2 IDENTIFY THE BUILDING M VE_ T FROM THE LOWEST GROUND ELEVATION.IF -31.9 -30.6 -29.8 -29. -39.4 -36.7 -35.2 -34.1 -33.2 MEAN ROOF HEIGHT CANN PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 15 ft 2.1. ALWAYS ROUND UP F LE VALUE. +29.4 +28.1 +27.3 +26. +29.4 +28.1 +27.3 +26.8 +26.3 2, VALID FOR ALL ROO E AN ENGINEER FOR REDUCTIONS. 31.0 -30.4 _ 40.9 -38.2 -36.6 -35.4 -34.5 3 CALCULATE THE TRIBUTAR ON AS THE GREATER OF(HEIGHT s r 9TH)OR THE SPAN LENGTH(HEIG E WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). 18 ft 33.2 -31.8+30.6 +29.2 +28.4 +27.8 +27.4 I 18 ft +_30.6 +29.2 +28.4 +27.8 +27.4 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -33.9 -32.5 -31.7 -31.1 -30.6 20 ft -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +31.3 +29.9 +29,0 +28.4 +28,0 +31.3 +29.9 +29.0 +28,4 +28.0 3(10 SQUARE FEET)SHALL BE USED. .3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 34.1 33.2 -32.6 -32.1 43.9 -40.9 -39.2 38.0 37.0 �TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. \4,/READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 I ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft '36.9 -35.4 -34.5 -33.9 -33.4 30 ft 45.6 42.5 40.7 39.5 8.5--- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +34.0 +32.5 +31.6 +31,0 +30.5 +34.0 +32.5 +31.6 _- 0 NERAL NOTES: 35 ft -38.2 -36.6 -35.6 -3S.0 -34.5 35 ft -47.1 -43.9 -42.1 ` TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +35.2 +33.6 +32.7 +32.0 +31.5 +35.2 +33.6 +32.7 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -39.2 -37.6 -36.7 -36.0 -35.5 40 ft -48.4 -45.2 -43.3 1. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +36.2 +34,5 +33.6 +32.9 +32.4 +36.2 +34,5 +33.6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 45 ft -40,2 -38.6 -37.6 -36.9 -36.3 45 ft -49.7 -46.3 -44.4 -43.0 = . . 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +37.1 +35.4 +34.4 +33.7 +33.2 +37.1 +35.4 +34.4 +33.7 +33.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7, THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 soft +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38.5 -37.9 -51.8 48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE 55 ft +38.7 +36.9 +35.9 +35,2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES I D-HEREIN. 60 ft -42,7 -41.0 -39.9 -39.2�-�38. -52.8 -49.2 -47.1 -45.7 -44.5 10. THIS SPECIFICATION DOES NOT _ R A V D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. - t +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T RDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT _ CES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID I ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE n4 , EXTERIOR BHT EXPLAINED 1 LEAST HORIZONTAL�y rn Z=o °o o __ o DIMENSION I m D m m M �m-m a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF ROOF PEAIc ROOF - r z 7 o m c y U1 m z-Zi n HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 m 0�0 3�_=F-1�.m m X O - HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. m p mo n D Z'u rD m y C Z H (n Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF RMO�OFQ 5 4 =0 z(nO i i m_0^+z m1 m -' REQUIRED. EAVE m E 0 G)m m 1 3 D_R'O„_+ n � D D MEAN ROOF HEIGHT -n D n m m 0>Z N0 1A T O a a ROOF z n-i r-Z O z r m G1 In -( r j 1 HEIGHT HEIGHT m D O c m O n„G) �..,__ (7 07 IH O zrzmO�0z12zzm m O go $ 5 O$ o�D0-'m0 Dzmrr. O c: (n ® PLAN VIEW Gz�zim�aD�pm m p O D 1 a O S pC inpO�lr�mD Vl rn Q O COMPLEX T m m a= z Z r ELEVATION a Y a rn ISOMETRIC CORNERS 5 (5) R o, 0 ° U) 0 -< O $ REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING co C) mD D O Al WR ISSUE GSS TSB 03/05/12 � O- o z EXPRESS( =a :-- m 3 REV-ADJUSTED HEIGHTS GSS !FLB 04/09/12 2017 L < r a r- REV 2014 FBC DGM 0&10/15 A e UPDATES,2017 FBC FU3 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE_ z ca T'c0 Cn i 160 SW 12th AVENUE, SUITE 106 ^' v _ `Oz z F. m DESIGN LOADS FOR COMPONENTS & CLADDING -+ DEERFIELD BEACH, FL 33442 e J �"rr n in V Z MASTER PLAN SHEET P: 954 354-0660 F:(954)354-0443 ' L� - o 1 2 THIS DOCUMENT Is THE PROPERTY OF ENGINEERNO EXPRESS. ( ) O x AND SHALL NOT 8E REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH tt9885 m y F-0--i h-L m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM O T Ij d ® PERMITTED AND INVALIDATE TIONSADDI .OR OTHER IWR CERTIFICNGS TO THIS DAOTNJN. NT ARE NOT ASCE 7- 10 y? rn ENGIN EERINGEXPRESS.COM