The URL can be used to link to this page

Home My WebLink AboutDESIGN LOADS FOR COMPONENTS & CLADDING01/09/2018-12:07pm inleml Plan Chats CHART 6th EDITION FLORIDA BUILDING CODE (2017) ASCE Up 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING I INTERIOR ZONE4 PRESSURES F Mean DESIGN PRESSURES (PSF)-ZONE4 Roof T Lary Area (Sq F Height 10 2030 1 40 F5, 0 -15 -41.0 -39.3 -38.3 -37. _ ---- +39.3 +37.5 1 +36.5 +35.7 1 +35.2 -43.6 -41.7 -40.7 -39.9 -39.4 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 -45.7 -43.8 -42.6 -41.9 -41.3 25 It +42.1 +40.2 +39.1 +38.3 +37.7 -47.4 -45.5 -44.3 -43.5 -42.9 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 -49.0 -47.0 -45.8 -44.9 -44.3 35 it +45.2 +43.1 +42.0 1 +41.1 1 +40.5 -50.4 -48.3 -47.1 -46.2 -45.5 40 it +46.5 1 +44.4 +43.1 +42.3 +41.6 -51.7 -49.5 -48.3 -47.4 -46.7 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 -12.8 -50.6 -49.3 -48.4 -47.7 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 -53.9 -51.7 -50.3 -49.4 -48.7 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 -52.6 -51.3 -50.3 -49.6, 60 ft-54.9 50.6 +48.3 +47.0 +46.. _ , EXTERIOR ZONEC5 PRESSURES Mean DESIGN PRESSURES(PSF) - ZONE S Tributary Area (Sq Ft) 3 6f fight 10 1 20 1 30 1 40 50 -S0.6 -47.2 -45.2 -43.8 -42.7 15 ft +37.8 +36.1 +3S.1 +34.4 +33.8 -S2.6 -49.0 -47.0 -45.5 -44.4 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 -53.8 -50.1 -48.0 -46.5 -45.4 20 It +40.2 +38.3 +37.3 +36.5 +36.0 -56.4 -52.6 -50.3 -48.8 -47.5 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 -58.6 -54.6 -52.3 -50.7 -49. 30 ft +43.7 1 +41.8 +40.6 ;LG�-It 39,2 -60.5 -56.4 -54.0 35 ft +45.2 +43.1 +42.0 +0. - 3. It 4.5 -62.2 -58.0 -55.6 40 ft +46.5 +44.4 +43.1 42. - 6 -63.8 -59.5 -57.0 -55.2 -53! - 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 -65.2 -60.8 -58.3 -56.4 -55.0 50ft +48.7 +46.5 +45.2 +44.3 +43.6 -66.5 -62.1 -59.4 -57.6 -56.1 55 It +49.7 +47.4 1 +46.1 1 +45.2 +44.5 -67.8 -63.2 -60.5 -58.6 -57.2 +50.6 +48.3 +47.0 +46.0 1 +45.3 OF I T HORIZONTAL DIMENSION OR 40 % OF Mg-NN ROOF WH ER IS SMALLER, BUT NOT LESS THAN 4%OF LEAST JTA LZIM ENSION OR 3FT. USE ZONE S IF AT ALL IN QUESTION. T ANIEN INEER FOR A MORE SPECIFIC INTERPRETATION IF i 0 ELEVATION p o REMAF O INITISSt 3 REV -AO D m REV20b U) 2 UPDATE' V � WIND VELOCITY = 170 MPH EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLATTERRAIN MRH=MEAN ROOF HEIGHT (SEE BELOW) 2.1. ALWAYS 2.2. VALID R I OR EXTERIOR (ZONE 5) PER THE JERS. THE MORE CRITICAL (EXTERIOR) ZONE )M THE LOWEST GROUND ELEVATION. IF ENGINEER FOR REDUCUONS. 3.1. USE THE AREA BETWEEN STRUCTURAL'OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. ®READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALIT7' IN ACCORDANCE WITH CODE. S. 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. 3IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10 R 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 1E 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. VDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS ING WIND VELOCITY ABOVE. Kzt=1.0 FOR FLATTERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. )EFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. CTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT SUE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE ABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE ICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR PPUCABILITY OF THE USE OF THESE TABLES I55�X�11��EEBEDHEREIN. 30. THIS SPECIFICATION DOES NOT�,QE�ER-ANYI)?RODJCiTAPPA CERTIFICATION. REFER TO ANY SEPARATELY UBMITTED TEST CRITERIA AND OTHER5: QI(�L FORDESIGry STAUATION INFORMATION AND APPLICABILITY F THESE TABLE VALUES WHICH IS T .61, ELE FO.8QT@ERS� y,ACCORDANCE WITH GOVERNING CODES. 13. EXCEPT AS EXPRESSLY PROVID C VIm V12mOT,�� m S'L�lm�L1AP(iIN m�'M >MM O 03:122 O P001UICy3U' ra L1-IzmmmyD nDaZo-o �1 2 r y A O� D 2 �7 PLAN VIEW G1zj�In �OS COMPLEX om NmA-'^ir?m� J �� ISOMETRIC CORNERS 5 O p a�; o N o r 1 ANDS q NOTBEREEPROPEAINWOLHEERNOEXPRESS. AND SHPll NOT OFPRODIXED INWNOLEO.AP IONS, r nDff10L.0R0TH FENBNINWTO X5rKX P0,ff n NS. W ADDNIDNS.DRDWZDAT NOUROETDISr/JGNAENTARE NOT � PEAMITIEDPND NVNIDATEOURCERTFlLATDN. LEAST HORIZONTAL DIMENSION I PEAK ROOF HEIGH ROOF R' SAVE HEIGHT \ 5 ROOF HEIGHT 6TH EDITION FLORIDA BUILDING C 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 C� ' SCANNED NZo. BY M -A 3 _J St. Lucie County Dm C) go O N Z ( mo0D r- - T In T O A -< ENGINEERING o �"2"p O EXPRESS 0- O tNy a��5 ,.Fe orna: oAVENUE, O O 160 SW 12th SUITE 106 �", lSJ DEERFIELD BEACH, FL 33442 0" 1 M P: (954) 354-0660 F: (954) 354-0443 o LERT OF AUTH M%5 i a O E: HEUO@ENGINEERINGEXPRESS.COM 5; 0 ENGINEERINGEXPRESS.COM pK CO INTENDED.