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HomeMy WebLinkAboutDR (2) 06/30/2015-2:37pm gabrfels VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'Cl BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area 5 Ft I Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO DEPIC fP QRST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 1>..X40 ' - eig 10 15 20 25 30 35 40 45 50 DEFINED AS THE CR ATC-OL(pITION OFTAN\'UN�IpWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DTTION EQl•IIPED FOORR7LI-,SEjWITH THESE TABLES. 0-15 ft "41.0 -40.0 -39.3 -38.7 -38.3 -3 9 �I 6; 7 0 - R50,6,�.'-48.6 -47.2 -46.1 -45.2 -44.5 -43.8 •43.2 -42.7 2.TABLES VALID O L� t IL_(+16SOF-.M)=AQ(ROOF HEIGHT AS LIMITED ABOVE. +37.8 +36.8 +36.1 +35.5 +35.1 + �w7 �t374,- t�3, W 15ft3.TABLES VALID F R� L OFs`f;I�PES.���4gP¢'S.APPLICABLE REDUCTIONS FOR ROOF SLOPES 3,q: 3318r I ' +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA I-.li 'ER£9 Dr6 E�}`GINEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38 8 -3 48 3 8 3'F6r, -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3E - i6 ft L ' �1 "�'� 16 ft 4.IDENTIFY THE B kL' G=tdE91V,(AVER/{�GE) QOF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35 6 +35!2 �•+3-4 9<334 6 X34." +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BEI)EN IF EDI E`•TIj PEAK ROb}}��fl//HEILi�rrBBT. -42.1 -41.1 -40.3 -39.8 -39.3 -38-19--`` 8 6� 3 '!3 A - -52.0 -49.9 -08.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATEA S OTHE TRI OOAR' lb�EEOP�ENING INLE AQUESTION(HEIGHT'WIDTH)LUE OR CONSERVATIVE ORON 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 .7 17(t +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M [D B'AN-EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft ARY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +3S.4 +35.2 18 ft +39.3 +38.2 +37.S +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BE IDENTIFIED,THE MOSTRNGS ONLY-THIS INCLUDES AREAS BETWEEN IT CAL(0 SQUARE FEET)L MULLS. IF THE SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 J-39.4 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +35.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 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 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 20(t +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -54.3 -52.2 -50.7 -49.5 48.547 4 -46.4 - . 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft 21 ft ..� $i:etrt" MUNICIPALITY IN ACCORDANCE WITH CODE. +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +40.6 +39.5 +38.7 + 83= 4+31133.,+3'6,91 E+�;_ +36.3 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5-:0 `O;i - '(Ig ?5 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft 22ft �l� '•y +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + $i5 _l;<•0- 37. Lt37. !; 7.0 +36.7 GENERAL NOTES: 23 ft "44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 -5T.-411 9?SY'^, 4 36- 437,�5 `®4\7.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 + ;9 8:4 �+38r0 3?'•6t, 373 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5d?JT"499..:x49`rf,g .4"a49.'l -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft �"� *'� `Its' 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38. ti•3 8.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -4g•3 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. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 42.9 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 k / 8 ft COEFFICIENTS LISTE�1E N,SHAI_TBC 'ATECI AND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +q0 0 +3� X38 9 +8 6' �7 +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPART T=AN ERM HOLDER�10'-t�RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44 0 4g'6 " 2„ -42 6s 7 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE DI REI -., -,G �''1F ��� 29 ft fes•` r �`:��� 29 ft S.THIS SPECIFICA )O IS N(OT`I(y,TD TO.O FER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3,�9 -+9:5. W.r +38:91 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER SE8ARA1•ELY U MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 -4 Aj!- ��f2 4219 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G,•S�NST, TION'l IF,O MATION AND APPLICABILITY OF THESE TABLE 30 ft i a c S' few 30 ft VALUES WHICH IS T�B VEQTFIED_BY OTHI R Q CCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4,0.2 X394.6. +39 5 +,39:2^ Y +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 r 6.ADHERE TO ALL OG Z 1�'12[iCT.�ROTE OrQS TEM ORDINANCES. 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -44-5-. '� 4•I _ 15" 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO EF_E 0. OR INTEL TY OF THE HOST STRUCTURE. �` `a"� S.EXCEPT AS EXPRESSLY P120' IN,NO ADDITIONAL CERTIFICATIONS OR +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. Q 0 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 +H -49.0 -47.8 -47.0 -46.3 -45.8 "45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 k +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I Ft HEIGHT 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 k +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 �. 55 f[ 55 ft 5 I 4 I 5 a I ® �8 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 EVATION y O O -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 EL 60 ft +50.6 +493 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ��+� I C 0 o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o D O p INIT ISSUE GSS TSB 03/05/12 �g o m m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2oi /(_ ExP/'7�SS© z A� 1 T o � D z REV 2014FBC DGM TSB 06/10/15 _ _��; 0 �w Ll �r D - = ASCE 7-10, CHAPTER 30 CORPO-EOFFIC,E: j om z m 160 SW 12th AVENUE SUITE 1,06 Ij DESIGN LOADS FOR COMPONENTS&CLADDING ' ,-� z DEERFIELD BEACH, FL 33442 r'. J D MASTER PLAN SHEET 1�N z I � THIS DOCUMENT IS THE PROPERTY OF ENGINEERWG EXPRESS, P:(9S4)354-D66D F:(9S4)3S�4�O443 v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m 4 W ASCE 7- 10 E:HELLO@ENGINEERINGEXPRESS,COM N E, m WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. ADDITIONS,OR OTHER MARWNGS TO THIS DOCUMENT NOT ul PERMITTED AND INVALIDATE OUR CERTIFICATION. { o ENGINEERINGEXPRESS.COM � 1 � erar Planning & Development Services Department Building & Regulations Division - Product Review Affidavit Building Permit# Owners Name Gerjan_Nadiya Applicant: Storm Guard Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows -50.6/+37.8 -90/+80//-701+70 CGI 15-0505.29//15-0611.06 5/16" 1/4" Ultracon Tapcons Mullions -50.6/+37.8 -56.7/+56.7 CGI 14-0731.06 1/4" Ultracon Tapcons Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: G4 9 Signature: seal Design Prof: Cert. No. Date: