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Home My WebLink AboutDESIGN PRESSURESINTERIOR ZONE(4)PRESSURES 1 ., EXTERIOR ZON PRESSURES Mean DESIGN PRESSURES (PSF) - n DESIGN PRESSURES (PSF) - Zgn 5 Tributary Area (Sq Ft) .15 Roof Tributery Area (Sq F f Height 1156pe 120 30 1 40 v.. ` F ight 10 1 20 1 30 1 40 1 50 41W. 39.3 -38.3 37. -50.6 -47.2 -45.2 -43.8 -42.7 EO -15=- 5 ft +3Z8 +36.1 +35.1 +34. �,..� S -,r; +37.8 +36.1 +35.1 +34.4 +33.8 42.6 -40.8 -39.8 -39.1 - -52.6 -49.0 -47.0 -45.5 -44.4 18 ft +39 3 +37.5 +36.5 +35.7 +35.2 J > z 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 0 O 9 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 25 ft 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 LL Q o +42.1 +40.2 +39.1 +38.3 +37.7 -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 - .7 30 ft 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 , J o Q 8 +43.7 +41.8 +40.6 -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 - " 35 ft 35 ft +45.2 +43.1 +42.0 +41.1, +40.5 W O +45.2 +43.1 +42•.0Tim -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 ,: "" ? 1 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 z w 40 ft +46.5 +44.4 +43.1 + '. 4 -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 -53. 45 ft (Az 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 +43.3 +42.6 -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 soft 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 z V 0 +48.7 +46.5 +45.2 +44.3 +43.6 -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 55 ft FE 0 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 -54.9 -52.6 -51.3 -50. -67.8 63.2 -60.5 -58.6 -57.2 60 ft +50.6 +48.3 +47.0 ,. +46. t~ Ji. ft +50.6 +48.3 +47.0 +46.0 +45.3 12/30/2020-10:48am Plan Sheet StorelWindows-Doors-Shutters1400 Wind 7L- EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 WIND VELOCITY =170 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'C' ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd = 0.85 NOT TO BE USED OR MATCHED WITH'LRFDOR ULTIMATE DESIGN LIMITING PRESSURES MRH = MEAN ROOF HEIGHT 1 ENCLOSED STRUCTURE, FLAT TERRAIN WIND VELOCITY ISVult INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT 1. IDENTIFY THE ZONE OF THE OPENING AS IR EXTERIOR (BUILDING COR ZONE 5) PER THE FIGURE BELOW LEFT OR INFORMATION P 01 ANY QUESTIONABLE OPENIN ED RE CRITICAL (EXT��Ip R N 2 IDENTIFY THE BUILDING MEAN CAVE O LOWEST GROUND jF{'cuA E MEAN R OF HEIGHT CANNOT BE IDENTIFIED, F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HE - E. O2. VALID FOR ALL ROOF SLOPES F,1 lUf°Y j4 NGINEER FOR REDUQT®� N 3. CALCULATE THE TRIBUTARY AREA 0 1N1 - r THE GREATER OF (r#IETGHT ) OR E N LENGTH (HEIGHT) " AN EFFECTIVE GHT2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU ' LY- THIS INCLUDES AREAS�IN�1 L4CTUgAL MULLS, COLUMNS, ETC. _,° 1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLES� Mpg' (10 SQUARE FEET) SHALL BE USED. p15 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LR�B Y AREAS 4OTHAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL &MicOP/ZLno " `�-3d• ACCORDANCE WITH CODE. ''�� S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FA$�R; A}�1.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ® Cafd _.S --UNERAL NOTES: UJ OCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEAL IGITALLY SEALED WITH DATE -GEOGRAPHIC AREA & PERMITTEE LIMITATIONS. Fa3m LES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHOL%tb ASCE 7-11 N 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. ��// qq�� A 3, ESIGN IS BASED ON THE ULTIMATE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCf:EY`� EXPOSURE ED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS. ✓,.,. -ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS. FIND RISK CATEGORY VELOCITY TO BE LESS THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE. = 4. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. S. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) - FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 6. VERIFY USE OF Kd (DIRECTIONALITY FACTOR REFERENCED ABOVE) WITH LOCAL BUILDING DEPARTMENT. 7. HVHZ = HIGH VELOCITY HURRICANE ZONE (BROWARD & DADE COUNTIES). 8. TABLES ARE FOR VERTICAL SURFACES ONLY & FOR ALL ELEVATIONS ABOVE SEA LEVEL (Ke=1.0). 9. THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE -SPECIFIC DOCUMENT. 10. 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 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 11. THIS SPECIFICATION DOES NOT OFFER ANY PR W�TRLH:TURE. FICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER A VA TION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE E WITH GOVERNING CODES. 12. ADHERE TO ALL LOCAL IMPACT PRO - 13. NO CERTIFICATION IS OFFERED FOR I I'Ille COPY t� �� FBC120-400 Sedes C-C Wind Charts.dwa INTERIOR ZONE 4 EXTERIOR W ,' N MEAN ROOF HEIGHT MRH EXPLAINED moo -i n p o ? T r2-. t RECEIW�u a= 10% OF LEAST HORIZONTAL DIMENSION �° y R! LEAST HORIZONTAL 0'Z 70 O DO1V<ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUPEAK ROOF DIMENSION A GG) DO O m A C o o m a; OZt THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. HEIGHT 5 5 _,Z 173 C> " p oR°Z0O �" c �^ "•`" 2USE CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN rn rTl ®� u, a 3 r NENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 Z 1 Z '� O �'mSZ a OROOF 2 5 4 __0 qMX mmrz m 0 -np-I Permitting MEA SAVE HEIGHT O Z O ^ n ADC ST. Lucie County,a ROOF 2 ROOF MRH) \ r ITI � � O z� O 4 fe z G } r HEIGHT HEIGHT O WIND y C0i 0 N i 3 -n t ' r p (MRH) 5 FLOW �Oin O�opm DapzA<F^�i •1 5 270!4 v3�R°.' rEpin3N< m'110 5 ® 5 4 4 5 \ 4 `oDa DZ°o 0�Vymci M,v Riche NeetPE a� O 5 O PLAN VIEW pZ� f'nrnar�n $Dp�Z DG� Q 0 COMPLEX \ =o� o r $ 3 FL PE 8648 A 9885 ELEVATION �� ISOMETRIC CORNERS 5 5 mmc ° p" �N vAa m o REMARKS FBA FBKD 12//2020 7TH EDITION FLORIDA BUILDING CODE 9 �6�9 9 g ^' 2020 .. �pR it M. ASCE 7-16, CHAPTER 30 CORPORATE OFFICE: aDESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 2MASTER PLAN SHEET THISDOfX1MENTISTHEPROPEtmOFENGINEEFi1NGFXPRESS, DEERFIELD BEACH, FL 33442 AND SHALL NOT BE REPRODUCED IN WHOLE OR PARTWITHOUT 0 r(954) 354-0660 866-396-9999 2WRnTEN CONSENT OF ENGINEERMG EXPRESS.ALTERATIONS, AS !..i M ADDITIONS, OR OTHERMARIDNGSTOTHISDOCUMENTARENOT J C1 TEAM@ENGINEERINGEXPRESS.COM p '� Lp PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS-COM m < M O