The URL can be used to link to this page

Home My WebLink AboutProduct Approval Design Data and Installation Schedule RENEE FOURNIER 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 59 39.4 TAPCONS 12/12 2ND FLOOR 2 ACCORDION CEMENT 57 39.4 TAPCONS 12/12 2ND FLOOR 3 ACCORDION CEMENT 57 39.4 TAPCONS 12/12 2ND FLOOR 4 ACCORDION CEMENT 57 39.4 TAPCONS 12112 2ND FLOOR 5 ACCORDION CEMENT 88 39.4 TAPCONS 12/12 2ND FLOOR/BACK SLIDER 6 ACCORDION CEMENT 88 39.4 TAPCONS 12/12 2ND FLOOR/BACK SLIDER 7 ACCORDION CEMENT 59 39.4 TAPCONS 12/12 2ND FLOOR 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 01111/2018-12:06pm internl VAProjects\ Master Plan Sheet Store\Windows-DoorsShutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017-b FBC WIND CHART.dwg '6"" EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10WIND VELOCITY= 150 MPH MRH <60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT' INTERIOR ZON6F4 PRESSURES 1 EXTERIOR ZONEDPRESSUREs � - (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 2 Mean DESIGN PRESSURES(PSF)-ZONE 4 Men DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OP€NING -� IOR-(ZQNE 4)OR EXTERIOR(ZONE 5)PER THE R Area of Opening(Sq Area-of Opening(Sq Ft 3 URE BELOW LEFT OR INFOR O)V P •• - THERS. 1.1. ANY QUESTIONABI. TO D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 "5 fight 10 20 30 40 50 5• / 2.IDENTIFY THE BUILDING M �`_E T FROM THE LOWEST GROUND ELEVATION.IF 0-15 ft -31.9 -30.6 -29.8 -29. ` 15 ft -39'4 -36.7 -35.2 .-34.1 -33.2 �MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT. _ +29.4 +28.1 +27.3 +26. +29.4 +28.1 +27.3 +26.8 +26.3 2.1. ALWAYS ROUND UP F VALUE. 2. VALID FOR ALL ROO E E AN ENGINEER FOR REDUCTIONS. -33.2 -31.8 -31.0 -30.4 -40.9 -38.2 -36.6 -35.4 -34.5 \3. CALCULATE THE TRIBUTAR ' TION AS THE GREATER OF(HEIGHT 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 3.1. ORUSE THEA AREA BETTHE SPAN LENGTHWEEN TRUCTU OPEN NGS ONLYHEIGA VE WIDTH -THIS INCLUDES ATHE HEIGHT REAS BETHEIGHT 2WEEN 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 (10 SQUARE FEET)SHALL BE USED. - 3.3. 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. 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 IN ACCORDANCE WITH CODE,READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUN1C(PALITY -36.9 35.4 34.5 -33.9 -33.4 -45.6 42.5 40.7 -39.5 - 8 5. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 - ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft 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. GWORST CASE'.CRCAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -39.2 -37.6' -36.7 -36.0 -35.5 -48.4 -45.2 -43.3 1. I � ITI 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +36.2 +34.5 +33.6 +32.9 +32.4 40 ft +36.2 1 +34.5 +33.6 SAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36:3 -49.7 -46.3 -44.4 -43.0 .- 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft .+37.1 +35.4 +34.4 +33.1 •+33.2 S. HVHZ USE OF Kd IGH VELOCITY(DIRECTIONALITY HURRICANE ZONE. WITH LOCAL BUILDING DEPARTMENT. 41.1 39.4 -38.4' -37.7 -37.2 50.8 47.4 45.4 43.9 42.8 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS'A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. soft +37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 B. 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 UTED.APPLICATION OF THESE 55 ft S$ft'. TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +38.7 +36.9 +35.9 +35.2 +34.6 _ +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY.FOR -42.7 41:0 39.9 -39, _ 38.6 52.8 49.2 47.1 45.7 44.5 APPLICABILITY OF THE USE OF THESE TABLES TS D HER IN. 10.-THIS SPECIFICATION DOES NOT E'ER A V CERTIFICATION. REFER TO ANY SEPARATELY 60 ft �t SUBMITTED TEST CRITERIA AND OTH TALLATION INFORMATION AND APPLICABILITY +39.4 +37.6 +36.6 +35. +39.4 +37.6 +36.6 +35.8 •+35.3 OF THESE TABLE VALUES WHICH IS CCORDANCE WITH GOVERNINGCODES. 11. ADHERE TO ALL LOCAL IMPACTE. NOES. 12. NO CERTIFICATION IS OFFERED . HOT STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVI61 FICATIONSOR AFFIRMATIONS ARE INTENDED. INTERIOR ZONEQ-4), EXTERIOR BHT EXPLAINED LEAST HORIZONTAL c(A m(A zTn o-R m DIMENSION mf'n'MM mc,�m�mG1O 1 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF�1 ROOF PEAK ROOF r z H Z c D m umi m Z n` HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 OO m O tl p 3-1 x x..1�,m rn X T1 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. o D y m v>MU)C 2 H Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEANT 0 ut m r 2 r D m D e U G H REQUIRED. ROOF 5 4 x O z(4 0>Z m En +O z-1 rn -i 3 EAVE m is 0 4l U1,9 R° _ ..n MEAN HEIGHT 3 D m ~ �. `+ D D a. a ROOF ROOF -nDDZp�ODZ�°'^ T O r- (f f f HEIGHT HEIGHT Z O 50 O'4 O tj�Z z m > FIT Q QO 5O O 55 96j�0:_mNRr_z0MP'q p C z 5 5 a PLAN VIEW D n> t4 th 0 rn 0 .rn 1 S OC �oIn ��cT�'�" In rn O D . F 5Q COMPLEX T m rn A-I z'"r z (n -nz r- ISOMETRIC CORNERS ELEVATION �Ya 5 5� p�° �'v y o " -1 v O In O g REMARKS DRWN CHKD DATE 6TH EDITION FLORIDA BUILDING COQE ENGINEERING o No® o o� D O p INITISSUE GSS TSB 03/05/12 IT! 3 REV-ADJUSTED HEIGHTS GSS TSB 04109/12 20 17 EXPRESS° _o \, o� D REV 2014 FBC DGM TSB 06/10/15 � obi. UPDATES,2D17FBC FLB FLB 12/17 ASCE 7-10; CHAPTER 30 CORFORATEOFFI�E: z w �m z N m DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 �� D.� z DEERFIELD BEACH, FL 33442 ' r" v MASTER PLAN SHEET I THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 m `� O p AND SIMI NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH N98e5 2 R; O o µ Q WRITTEN CONSENT Of ENGINEERING EXPRESS.ALTERATIONS, ASCE / O E:HELLO@ENGINEERINGEXPRESS.COM °z in E 1--LADDITIONS.OR OTHER MARK(NGSTO THIS v O PERMITTED AND INVALIDATE OURC RTIFICATION. ARE NOT m!-< M m ENGINEERINGEXPRESS.COM co