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Home My WebLink AboutEngineering 01/09/2018-12:07pm inteml VAProjectsl Master Plan Sheet StorelWindows-Doors-Shutters1400 Wind Charts\ Referencet2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLATTERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONEOPRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING/AS-IN_IERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof uta Area Roof Tributa Area(Sq Ft) 3 URE BELOW LEFT OR INFOR A QN'PROVIDED TO YOU-BY OTHERS. ry - // ry I.I. ANY QUESTIONABL OPENG;4S_T6-BE•CONSID RED THE MORE CRITICAL(EXTERIOR)ZONE 1 ht 10 20 30 40 j(`5 ,H (ght 10 20 30 40 50 S. � '/H/ _ 2.IDENTIFY THE BUILDING MEAERACy F EI�E T FROM THE LOWEST GROUND ELEVATION.IF -41. -39.3 38.3 -37.6 3T0 // -50.6 -47.2 -45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANNOT E€IDENRFI D,USE TH_PEAK(HIGHEST)ROOF HEIGHT. 0- ft ff (- -15 ft 2.1. ALWAYS ROUND UP'ROOF HQGHTS�TO'NEX1TfTR LE VALUE. +37. +36.1 +35. +34.4 +33 8' +37.8 +36.1 +35.1 +34.4 +33.8 �.� 2. VALID FOR ALL ROO�SLOPaS FOR SLOPESjGYO,,,SEE AN ENGINEER FOR REDUCTIONS. -42.6 -39.8 - .1`S38 �` 52.6 -49.0 -47.0 -45.5 -44.4 \j•/CALCULATE THE TRIBUTARY-AREA,�� -E OPEfSfN,IN 22U{$TION AS THE GREATER OF(HEIGHT 18 ft �-• 18 ft WIDTH)OR THE SPAN LENGTH(HEIGHT)"tiAN. FFECTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT?/3). +39.3 +37.5 +36.5 +35.7 +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCiUlL 6PENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (30 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 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 +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 I ACCORDANCE WITH CODE. -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 49 44_ 5. FOR SITUATIONS THAT REQUIRE Kd= TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 F+:9:8 39 2 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -$6.4 -54.0 -5r2 - 3 '1r�TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft ) - SEICTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 1+43.1 +42.0 +41.1 1 +40.5 +45.2 +43.1 +42.0 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft 50.4 48.3 47.1 46.2 45.5 4O ft -62.2 -$8.O -$5.6 �` Z/5 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 42'3 - 41 6 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 45 ft -51.7 -49.5 -48.3 -47.4 -46.7 45 ft -63.8 -59.5 -57.0 55.2 -=53:8. •INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +47.6 +45.5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 1 +43.3 +42.6 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2' -60.8 -58.3 -56.4 -55.0 7,THIS DOCUMENT IS A MASTER PLAN SHEET,'NOT A SITE-SPECIFIC DOCUMENT. 50 ft +48.7 +46.5 +45.2 +44,3 +43.6 50 ft +48.7 1 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 t +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR _�_ APPLICABILITY OF THE USE OF THESE TABLES ISjOFFERED-HEREIN. 60 ft -54.9 -52.6 -51.3 -50.3 �49 6 -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOTTOF,F_ER-ANY,PROD-Utz-APPROVED CERTIFICATION. REFER TO ANY SEPARATELY ° ' ��t +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER ApPROVA-O FOR DESIGNr,&fINSTALLATION INFORMATION AND APPLICABILITY +50.6 +48.3 +47.0 +46 4�3 OF THESE TABLE VALUES WHICH IS TO"WVERI�--IIEU_$.7LiERV?N;ACCORDANCE WITH GOVERNING CODES. 13. ADHERE TO ALL LOCAL IMPACT lR0�ECTIOII'SYSfEM;ORDNANCES. 12. NO CERTIFICATION IS OFFERED kOR'1'HE3NTEGRITftF,THE HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID D HEREIN DDITIaNAL',.CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. } OOP-1481"rjHT EXPLAINED LEAST HORIZONTAL c m m m z o m i In�'`�� ,✓, INTERIOR ZONE(4�, EXTERIOR ZONA 5 ; i DIMENSION m m°chi o�m m B a 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 1'4 AN ROOF PEAK ROOF S 5 r 2 g m C D�n m D a n O T HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT m O�O m H D m in'i•�m TTl O 1--i HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. m?m D a Z, r D C 2 T N z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 ® m O z(4o D i m In v m 2-4 m 3 ~ REQUIRED. MEAN EAVE HEIGHT m O Z m m m 3 D°m o�_+ C) -I a a ROOF ROOF \ MZn�r2ozOD ,2Ar,AmjfA ri } HEIGHT HEIGHT mDr�AO1Oz�m"~_ 03 pz ;u �..22m Ill QO O 5O ��ZO-nOm5 zrnrCz (n ® 5 ® ® '�'a PLAN VIEW\ G-D{z=mMOD�pm m p o rn a 5U COMPLEX o m m m -I�z m r i U) -n z r ELEVATION L-/ '� ISOMETRIC CORNERS 5 O A s� Noy o ;, o O ul o S INIET ISSUE GSSM TSBD 0305/E12 6TH EDITION FLORIDA BUILDING CODE - ENGINEERING a, m r 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 �_\ EXPRESS° r. 'p •I- _' o� T. z REV 2014 FBC DGM TSB 06/10/15 au A Ian`, T1 z UPDATES,2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 S`• I Am u v - - C00.AVE°PUKE: ", mJ`,D .' I ID z z � 160 SW 12th AVENUE, SUITE.'106, �; " DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH, FL 33442; o�',�'^'r Vai THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z F• X AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 =1 o 'n WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 7 E:HELLO@ENGINEERINGEXPRESS.COM O [++{ I"� (.JJ Q PERMITTED AND INVALIDNS,OR OTHER ATE OUR CERTIFIKINGS TO THIS CATION.ENTARE NOT ASCE / _ 10 ENGINEERINGEXPRESS.COM `�i m