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HomeMy WebLinkAboutDrawing (3) Design Data and Installation Schedule 2106 NORTH 44TH STREET 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 ACCORDION CEMENT 60 39.4 TAPCONS 12/12 2 ACCORDION CEMENT 60 39.4 TAPCONS 12/12 3 ACCORDION CEMENT 60 39.4 TAPCONS 12/12 4 ACCORDION CEMENT 36 39.4 TAPCONS 12/12 5 ACCORDION CEMENT 36 39.4 TAPCONS 12/12 6 ACCORDION CEMENT 60 39.4 TAPCONS 12/12 7 ACCORDION CEMENT 36 39.4 TAPCONS 12/12 8 ACCORDION CEMENT 48 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 48 39.4 TAPCONS 12/12 10 ACCORDION CEMENT 48 39.4 TAPCONS 12/12 11 ACCORDION CEMENT 48 39.4 TAPCONS 12/12 12 13 14 15 16 17 18 19 y 20 21 c 22 23 r' 24 25 26 27 07/01/2015-9:22am DanieIG V:\F`rcjects\_2014-MPS\400 Wind Charlsl_Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 150 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I 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 S Ft Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TOp ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 1 20 25 30 `4 $s 0,- ' eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI t--Ofy I`ft �l� N WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO .0 U ITH THESE TABLES. 0-15 h -31.9 -31:1 -30.6 -30.2 -29.8 -2 ! _I n 0-15 39. -37.8 -36.7 -35.9 -35.2 -34.6 -34.1 -33.6 -33.2 2.TABLES VALID 0 + G , ROOF HEIGHT AS LIMITED ABOVE. +28.6 +28.1 +27.7 +27.3 + .Q +29. +28.6 +28.1 +27.7 +27.3 +27.0 +26.8 +26.5 +26.3 3 TABLES VALID F L [; APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA - p.. INEER AS A SITE SPECIFIC CONDITION. -32,4 -31.6 -31.0 -30.6 -30.2 -2-9 a 2, $ _IT, - 9.9 -38.4 -37.3 -36.4 -35.7 -35.1 -34.6 -34.1 -33.7 4, IDENTIFY THE B )3 OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 f[ +29.8 +29.0 +28.5 +28.1 +27.7 + ,. 7,ias� 6'- 16 ft +29.8 +29.0 +28.5 +28.1 +27.7 +27.4 +27.1 +26.9M-34.9 CANNOT BE IDENTIF ..I S - T. -32.8 -32.0 -31.4 -31.0 -30.6 -30. -'0 .6 -40.5 -38.9 -37.7 -36.9 -36.1 -35.5 -35.0 -34.5 5. ALWAYS ROUND - LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 ft 6. CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 7.1 +30.2 +29.4 +28.9 +28.4 +28.1 +27.8 +27.5 +27.3 THE SPAN LENGTH(HEIGHT)M R Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -33.2 -32.4 -31.8 -31.3 -31.0 -30,7 -30.4 -30.2 -30,0 -40.9 -39.3 -38.2 -37.3 -36.6 -36.0 -35.4 -35.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 +27.4 18 It +30.6 +29.8 +29.2 +28.8 +28.4 +28.1 +27.8 +27.6 OPENARY AREA IOF AN OPENING CANNOT BE IDENTIFIED,THE MOSTRITICAL(0 SQUARE FENGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE ET)SHALL -33.5 -32.7 -32.2 -31.7 -31.3 -31.0 -30.8 -30.5 -30.3 -41.4 -39.8 -38.6 -37.7 -37.0 -36.4 -35.8 -35.4 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 +27.7 19 ft +30.9 +30.1 +29.5 +29.1 +28.7 +28.4 +28.1 +27.9 . 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 20 ft -33.9 -33.1 -32.5 -32.1 -31.7 -31.4 -31.1 -30.9 -30.6 20 ft -41.9 -40.2 -39.0 -38.1 -37.4 -36.8 -36.2 -35.7 -35.3 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 +31.3 +30.4 +29.9 +29.4 +29.0 +28.7 +28.4 +28.2 +28.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -34.3 -33,4 -32.8 -32.4 -32.0 -31.7 -31.4 -31.2 -31.0 -42.3 -40.6 -39.4 -38.5 -37.8 -36.1 -35.7 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 It +31.6 +30.8 +30.2 +29.7 +29.3 +29.0 +28.7 +28,5 +28.3 21 ft +31.6 +30.8 +30.2 + Tl +28.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -34.6 -33.8 733.2 -32.7 -32.3 -32.0 -31.7 -31.5 -31.3 -42.7 -41.0 -39.8 -3 T f .5 -36.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +31.9 +31.1 +30.5 +30.0 +29.6 +29.3 +29.0 +28.8 +28.6 22 f[ +31.9 +31.1 +30.5 + g,g +28.6 GENERAL NOTES: -34.9 -34.1 -33.5 -33.0 -32.6 -32.3 -32.0 -31.8 -31.6 -43.1 -41.4 -40.2 - 3 6.8 -36.4 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 f[ +32.2 +31.3 +30.7 +30.3 +29.9 +29.6 +29.3 +29.0 +28.8 23 f[ +32.2 +31.3 +30.7 + J -_9 $ - +28.8 METHODOLOGY"PER ASCE 7-10 SECTION 2,4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 24 ft -35.2 -34.4 -33.8 -33.3 -32.9 -32.6 -32.3 -32.1 -31.8 24 f -43.5 -41.8 -40.6 -3 ._ $ - .6 - . -36.7 CRITERIA AS OUTLINED HEREIN. It 2. DESIGN IS BASED ON THE 3 SECOND GUST WIND VELOCITY FOR THE WIND SPEED AND +32.5 +31.6 +31.0 +30.6 +30.2 +29.8 +29.6 +29.3 +29.1 +32.5 +31.6 +31.0 +30.6 +30.2 9.6 +29.3 +29.1 EXPOSURE SPECIFIED. THESE TABLES NOT FORUSEWITH ESSENTIAL FACILITIES OR ASSEMBLY -35.5 -34.7 -34.1 -33.6 -33.2 -32.9 -32.6 -32.3 -32.1 -43.9 -42.1 -40.9 -40.0 -39.2 -38.5 -38.0 -37.5 -37.0 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 25 ft +32.8 +31.9 +31.3 +30.8 +30.4 +30.1 +29.8 +29.6 +29.3 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -35.8 -35.0 -34.3 -33.9 -33.5 -33.1 -32.9 -32.6 -32.4 -44.2 -42.5 -41.3 -40.3 -39.5 -38.9 -38.3 -37.8 -37.3 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +33.0 +32.2 +31.5 +31.1 +30.7 +30.3 +30.1 +29.8 +29.6 26 ft +33.0 +32.2 +31.5 +31.1 1+30.7 +30.3 +30.1 +29.8 +29.6 WALLS AND VERTICAL SURFACES ONLY. -36.1 -35.2 -34.6 -34.1 -33.7 -33.4 -33.1 -32.9 -32.6 -44.6 -42.8 -41.6 -40.6 -39.8 -39.2 -38.6 -38.1 -37.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 27 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +33.3 +32.4 +31.8 +31.3 +30.9 +30.6 +30.3 +30.0 +29.8 27 f[ +33.3 +32.4 +31.8 +31.3 +30.9 '+30.6 +30.3 +30,0 +29.8 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -36,4 -35.5 -34.9 -34.4 -34.0 -33.7 -33.4 -325 -44.9 -43.2 -41.9 -40.9 -40.1 -39.5 -38.9 -38.4 -37.9 USE OF THESE TABLES AND COR ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 it ;T 8 ft COEFFICIENTS LISTE N ITUB ND VERIFIED BY THE GOVERNING +33.6 +32.7 +32.0 +31.6 +31.2 + ,, +33.6 +32.7 +32.0 +31.6 +31.2 +30.8 +30.5 +30.3 +30.0 BUILDING DEPARTMEIT RRANTY FOR APPLICABILITY OF TABLE -36.7 -35.8 -35.1 -34.7 -34.3 -3 -45.3 -43.5 -42.2 -41.2 -40.4 -39.8 -39.2 -38.7 -38.2 VALUE USE IS OFFER 29 ft +33.8 +32.9 +32.3 +31.8 +31.4 + 29 ft 5. THIS SPECIFICA I ER ANY PRODUCT'APPROVED .ti. _ tF-34.5 ' +33.8 +32.9 +32.3 +31.8 +31.4 +31.1 +30.8 +30.5 +30.3 CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER 30 f[ -36.9 -36.0 -35.4 -34.9 -34.5 -3 � GG 30 f[ -45.6 -43.8 -42.5 -41.5 -40.7 -40.0 -39.5 -38.9 -38.5 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE +34.0 +33.2 +32.5 +32.0 +31.6 + 3A1E7 >,a +34.0 +33.2 +32.5 +32.0 +31.6 +31.3 +31.0 +30.7 +30.5 VALUES WHICH IS T ,, V CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ,I TEM ORDINANCES. 32 f[ -37.4 -36.5 -35.9 -35.4 -35.0 -Bw%" - 3 32 ft -46.2 -44.4 -43.1 -42.1 -41.3 -40.6 -40.0 -39.5 -39.0 7,NO CERTIFICATIO TY OF THE HOST STRUCTURE. +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31. - +34.5 +33.6 +33.0 +32.5 +32.0 +31.7 +31.4 +31.1 +30.9 B.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -38.2 -37.2 -36.6 -36.1 -35.6 -35.3 -35.0 -34.7 -47.1 -45.2 -43.9 -42.9 -42.1 -41.4 -40.8 -40.2 -39.7 AFFIRMATIONS ARE INTENDED. - 35(t +35.2 +34.2 +33.6 +33.1 +32,7 +32.3 +32.0 +31.7 +31.5 35 ft +35.2 +34.2 +33.6 +33.1 +32.7 +32.3 +32.0 +31.7 +31.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -39.2 -38.3 -37.6 -37.1 -36.7 -36.3 1-36.0 -35.7 -35.5 -48.4 -46.5 -45.2 -44.1 -43.3 -42.5 -41.9 -41.4 -40.9 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 +36.2 +35.2 +34.5 +34.0 +33.6 +33.2 +32.9 +32.6 +32.4 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -40.2 -39.2 -38.6 -38.0 -37.6 -37.2 -36.9 -36.6 -36.3 45 ft -49,7 -47.7 -46.3 -45.2 -44.4 -43.6 -43.0 -42.4 -41.9 a 8 EAVE HEIGHT +37.1 +36.1 +35.4 +34.9 +34.4 +34,1 +33.7 +33.5 +33.2 +37.1 +36.1 +35.4 +34.9 +34.4 +34.1 +33.7 +33.5 +33.2 I_.I. µ ROOF -41.1 -40,1 -39.4 -38.9 -38.4 -38.0 -37.7 -37.4 -37.2 -50.8 -48.8 -47.4 -46.3 -45.4 -44.6 -43.9 -43.4 -42.8 I 1 I HEIGHT 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 50 ft +37.9 +36.9 +36.2 +35.7 +35.2 +34.8 +34.5 +34.2 +33.9 5 Q 55 ft -42.0 -40.9 -40,2 -39.7 -39.2 -38.8 -38.5 -38.2 -37.9 55 It -51.8 -49.8 -48.3 -47.2 -46.3 -45.5 -44.8 -44.2 -43.7 5 I ® I 5 +38.7 +37.7 1+36.9 11+36.4 +35.9 +35.5 +35.2 +34.9 +34.6 1 1+38.7 +37.7 +36.9 +36.4 +35.9 +35.5 +35.2 +34.9 +34.6 1 a -42.7 -41.7 -41.0 1-40.4 -39.9 -39.5 -39.2 1 -38.9 -38.6 -52.8 -50.7 -49.2 -48.1 -47.1 -46.3 -45.7 -45.0 -44.5 ELEVATION SQ 60 It +37.1 +36.6 +36.2 +35.8 +35.5 +35.3 60 ft +39.4 +38.4 +37.6 437.1 +36.6 +36.2 +35.8 +35.5 1+35.3 WALL ZONE FIGURES /�� IS ETR 0 o REMARKS DRWN CHKD DATE Dm 3 s �OO INIT ISSUE GSS TSB 03/06/12 5TH ED, FLORIDA BUILDING CODE ENGINEERING o - 0m�� REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ° K AZoC, (2014) EXPRESS REV 2014FBC DGM.TSB 06/10/15 0). - ASCE 7-10, CHAPTER 30 CORVORATEOFFICf: $I p� Z m 160 SW 12th AVENUE, SUITE 106 �� F" !.I °z DESIGN LOADS FOR COMPONENTS&CLADDING �..... z DEERFIELD BEACH, FL 33442 0 D MASTER PLAN SHEET r THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9$4)3$4-0660 F:(954)354-0443 v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH;19885 z 3 �- O F-3-1 m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / - O m 0 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM PERMITTED AND INVALIDATE OUR CERTIFICATION. .� m o ENGIN EERINGEXPRESS.COM