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Home My WebLink AboutProduct review Design Data and Installation Schedule JOSEPH LAMBERTO 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 TRUSS/CEMENT 112 39.4 LAG/TAPCON 6/24 BACK PORCH OPENING 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 01/11/2018-12:06pm interni V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHARTAn 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY- 150 FMRH 5 60'- 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONED# PRESSURES 1 EXTERIOR ZONE( PRESSURES ---- - - -- -- (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES PSF -Z NE 4 Mean DESIGN PRESSURES PSF -ZO E S 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( Ft 3 FIGURE BELOW LEFT OR INFOR; ION PI -THERS. Height 10 20 30 40 i8ht 10 20 30 40 50 I.I. ANY QUESTIONABLE. }y�,ILTO D THE MORE CRITICAL(EXTERIOR)ZONE 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 f PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft r `15 ft 2.1. ALWAYS ROUND UP F LE VALUE. +29.4 +28.1 +27.3 +26. 42 +29.4 +28.1 +27.3 +26.8 +26.3 2 VALID FOR ALL ROO EE AN ENGINEER OR REDUCTIONS. 18 ft -33.2 -31.8 -31.0 -30.4 18 ft -40.9 -38.2 -36.6 -35.4 -34.5 3.CALCULATE THEN LENGTH ' H OF 3 THE GREATER EI (HEIGHT. ``�(�� TH)OR THE SPAN LENGTH(HE1G IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT:/3). +30.6 +29.2 +28.4 +27.8 +27.4 1 +30.6 +29.2 +28.4 +27.8 +27.4 1 3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -33.9 -32.5 -31.7 -31.1 -30.6 -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 20 ft +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 -32.143.9 -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 1 ACCORDANCE WITH CODE. 5.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -36.9 35.4 -34.5 33.9 -33.4 -45.6 42.5 40.7 39.5 8�. _ __ 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 1.0 ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 - STABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 30 PART I OR 3,USING THE CRrTER1A AS OUTLINED HEREIN. +35.2 +33.6 +32.7 +32.0 +31.5 35 ft +35.2 +33.6 +32.7 /2 DESIGN IS BAS DON 2.4 ANDHON THRE 3 SECOND GUST(WIND VELOCITY)OR THE IND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -39.2 -37.6 -36.7 -36.0 -35.5 -48.4 -45.2 -43.3 1.1k 2.1. 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 +34.5 +33.6 THAN THE RATED LIMITING IND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kxt=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 45 ft 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 50 ft +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 55 ft LISTED HEREIN SHALL BE +38.7 +36.9 +35.9 +35.2 +34.6 55 ft +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFBLES AND IED BY THE GOVERNNDING WIND ING BUILD NG DEPARTMENT AND PERMISURE,&OTHER T HO ER.NO WARRANTY FOR -42.7 -41.0 -39.9 39.�_,_'38. 52.8 49.2 47.1 45.7 44.5 APPLICABILITY OF THE USE OF THESE TABLES IS D HEREIN. 60 ft 10. THIS SPECIFICATION DOES NOT PER Al V D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 +37.6 +36.6 +35. - +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH L STALLATION INFORMATION AND APPLICABILITY I O11.HA HERE TO ALL LOCAL IMPACT E ESE TABLE VALUES WHICH IS TACES.RDANCE WITH GOVERNING CODES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ER b ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR GHT EXPLAINED LEAST HORIZONTAL c Irn m o z o o„o m _ Vf DIMENSION _ mD"G)mO m mwmmm610 PErN ROOF HORIZONTAL DIMENSION OR 3FT.IUSE ZONEO51 F AToAI N QUESTION. 5 n 0 D m, D n c z H (n 10%OF LEAST HORIZONTAL PEAK ROOF z C 1 HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN \ In�to r-Z-4 a m D� -0 O 70 Q ROOF 2 5 ® SOz4CD2min� Z-1 m � 3 REQUIRED. MEAN EAVE HEIGHT m E O m w A-I 3 D 0'.0 H --� D D a a ROOF ROOF '��aDZp�oDZ.p.� /-n O r t'-f I--I HEIGHT HEIGHT fn y O m O Pf Gf NMI fl W I--I r �;00-40z N O 9-0 ® S ® O 5Q ��zoTorn�Fnp�'� 0 � Z (n 5 5 '�, 4 Ya PLANVIEW�� G>ZAA40V_C,m m SMO M 1 a 5 vc V;xv'"TmD In m � D O5 COMPLEX T m '^m m i z- r Z V) -n Z r ELEVATION �� ISOMETRIC CORNERS 5 5 p°° o to " o " x D O wlErlssuEs DRWGSSN TSB D3U5;2 6TH EDITION FLORIDA BUILDING CODE EN�ir�EEr�ir�G Up® o mD m 3 �' REV-ADJUSTEDHEIGHTS GSS TSB 04/09/12 201 © Q TN o� 1 EXPRESS g o ® - A UPDATES,2017FW FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORMRATE OFFICE: > Am = REV 2014 FBC DGM TSB 06/10/15 z N m 160 SW 12th AVENUE, SUITE 106 �z I1 DESIGN LOADS FOR COMPONENTS &CLADDING n DEERFIELD BEACH, FL 33442 0 n V z MASTER PLAN SHEET m `� p I z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. P:(9S4)354-0660 F:(954)354-0443 p .p x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH X85 z; 1 O�. J F.a rn WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. ASCE / _ O E:HELLO@ENGINEERINGEXPRESS.COM p rn m PERMITADDITIOTED AND INVALIDANS,OR OTHER TE MARKINGS CER IFICATION.ENT ARE NOT ,,,1 00 ENGINEERINGEXPRESS.COM �Fn \/"