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HomeMy WebLinkAboutCertification for Design Load Compliance08/17/2016 - 11:1 Oam RECEPTION V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14400 Series C&C i Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributary Area (Sq Ft SO 15 20 25 30 41.0 -40. -39.3 38.7 -38.3 3 69Y „3713� <'30 CHel �341" 8c +37.8 +36. +36.1 35.5 +35.1 + 4 7� .;.#� 4 4 33 41.6 -40.5 - . -39.3 -38.8 3 4 3,8 `�3� 8 s 3 er" 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 1_ 4.9' Gt34:6,? f+34,3? '. 42.1 -41.1 -40.3 -39.8 -39.3 -38':9� =38 6w �=38.,3w:f'38:0 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 d 1,o- %5j0 +34.7 42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 18 ft +39.3 +38.2 1 +37.5 +36.9 1 +36.5 1 +36.1 +35.7 +35.4 +35.2 43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 1 +36.1 +35.8 1 +35.6 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -46.8 -45.6 -44.8 -44.2 -43.7 43.2 -42.9 "}42,5 f 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39 6_ _+39 2 +38,9� t38 6; 47.1 -46.0 45.1 -44.5 -44.0 4 "2 L4? r4 29ft +42.3 +41.5 +40.8 +40.3 + -_+92f 326* ' +g�9+43.4 -47.4 -46.3 -45.5 -44.8 -44.3 419fj A35c,43'2. -4219. 30ft +43.7 +42.6 +41.8 +41.1 +40.6 +40'2 t39 8a ,.� 39°5� 1t3942., 48.1 -46.9 -46.1 45.4 -44.9 44 5 L441 ` 43 ;8"• Q3.5' 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +A010_ + 9.7 -49.0 -47.8 -47.0 -46.3 -45.8 45.3 44.9 -44.6 -44.3 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -50.4 -49.2 -48.3 -47.6 47.1 -46.6 46.2 45.9 45.5 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 48.4 -48.1 -47.7 soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 49.4 -49.0 -48.7 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft +50.6 +49.3 +48.3 1 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 n O no REMARKS DRWN CHKD DATE D O INIT ISSUE GSS TSB 03/05/1 m = REV -ADJUSTED HEIGHTS GSS TSB 04/09/1. 3 z REV 2014 FBC DGM TSB 06110/1 z m - - r in THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT v WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, d L~AI ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT fn PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE S Roof Tributary Area (Sq Ft) ,a}le09ht 10 15 1 20 1 25 30 35 1 40 45 50 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 0 -15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43:3 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7 -49.5 -48.5 t74T7--47.0_ _46.4 -45.8 21 ft +40.6 +39.5 +38.7 +$$ 2 ;.+3.7T +3Z,9 ;k9. ei.36;0 +36.3 -54.9 -52.7 -51.2 5t�0„„�i�,,. *4 Doi ; $ 2z n'47, 51 g;141'".8 -46.3 22 k +41.0 +39.9 +39.1 + $ 5 _ ;37:6 *,+37,3,6 437.0 +36.7 -55.4 -53.2 -51.6 50 441--49 5„ 'I4 V4, 7�9� y-47.3 -46.7 23 ft +41.4 +40.3 +39.5 +3 '9.;,+38t`4{3$.0, r� 37.?-3`/.3 +37.0 -55.9 -53.7 -52.1 -50:9' `_ A9 ;93 <=49.1 ; - 4��4 _ -`"47.7 -47.1 24 ft +41.7 +40.6 +39.8 +39.2 +338(I3= 8.7� =� ;; " -+38.0 +37.6 +37.4 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 25 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 28 ft �.= +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 ` -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 1 +40.2 +39.8 +39.5 +39.2 �32 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 k +44.3 1 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 -66.5 62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56. 15 5 ft 49.7 +46.7 +46.1 +45.6 +45.2 +44.8 +44+-67. E+63.9 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57..2 50+.6 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WIND VELOCITY = 170 MPH MRH <_ 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE -_WORST CASEPRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICT{L`CONDITION OF ANY_QNKNOWN VARIABLE AS DESCRIBED BELOW. CRITICAL USE OF CO DITIONS REQUIRED FORiUSEMITH THESE TABLES. 2. TABLES VALID O�ILYTFOj�B�jLDINGS Op f4E7\NROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FcI1R ALL ROOF'TvY.FESv& S1,QPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHALLL flEiP,ERFOR IEDvBP )AN$,EPIGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE Bl)ILD.IN�,If(EAfll (AVERAGE)";R.00F HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFI D; USE THPEAK ROOF; EIGHT. 5. ALWAYS ROUND ileROdF;tjEIGHTS:IYO/NETA8LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBtJ RY„'AREPq.OF-THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPL'IEtYBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED2 BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. VV,, `^ `I- 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDERibESIGNEL-a A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY RRIO UTO T�ZE USV-``,l C IT1 t GENERAL NOTES: 2 70 77771 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRES5DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 d8 3, t)SINGvI:HE CRITERIA AS OUTLINED HEREIN. -1 �' 1 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR TH IRD SP AND `-:4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FAC OF SEMBWT, OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE O LY. HES TABLES 6i NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi- 0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONA ACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS 'A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED -HEREIN SMALL BE DICTATEDAND VERIFIED BY THE GOVERNING BUILDING DEPARTM NTAND PERMIT'HOLDER N9;N!ARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HER 5. THIS SPECIFICATM IS'NOTE:IR fE QEDTO(QFFERANY PRODUCT APPROVED CERTIFICATION. REffjjER,TO f\,N.Y SE' ARATELat)NiTTED TEST CRITERIA AND OTHER APPROVALS FOR DE GP{ �INSTALLATION3NFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T(p BQ VERIFIED,BY'OTHf=RSUN'ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL WCAL:IMPAC-fVAOTECTJ-OkiYSTEM ORDINANCES. 7. NO CERTIFICATIOMIS'OF(SERED-F66THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDFD`IjEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 'I 5 I ® 5 ELEVATION WALL ZONE FIGURES ENGINE_E -_ EXPRE�� CORPORATE OFFICE.;.. 160 SW 12th AVENUE,-- SUI 06,,E DEERFIELD BEACH, FL 33442°/ P: (954) 354-0660 F: (954) 354=04�i3i...... -_ CERT OF AUTH #9885 ENGINEERINGEXPRESS.0 PEAK ROOF I HEIGHT MEAN ROOF EAVE HEIGHT - �Ejc?k�T=' c