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HomeMy WebLinkAboutDrawing RECEIV ED OCT.0 1018 IPermitting De I St,Lucie Cou tMent 1 0 36" X 80" r —1 r a... REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 I 80 20.00 4 36.1 -39.3 FL23507.1 67.0 -67.0 FRONT ENTRY-LSMI U-FACTOR-.14 SHGC-.01 REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. 0 LESS THAN 30%OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING.EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 10 FT 11 IN 1 MASTERS RESIDENCE 16190ORANGE AVENUE DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 1 01/09/2018-12:07pm inteml V:\Projects\_Master Plan Sheet Store\Windows-DoorsShutters\400 Wind Charts\_Reference\2017 Windload Charts References12017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' ., BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONF�4 PRESSURES EXTERIOR ZONES PRESSURES (SEE BELOW) � INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 '/ IDENTIFY THE ZONE OF THE OPENING,AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tr.uta Area(SqFt "`Roof FIGURE BELOW LEFT OR INFORM ON'PROVIDED TO-YOU 18Y-OTHERS. '�,/i Tributary Area(Sq Ft)C3 1.1. ANY QUESTIONABL 'OPENING=IS-TO BECONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE Hei ht 10 20 30 40 5, .Height 10 20 30 40 50 5. p- r/ �, (� i I H 2. IDENTIFY THE BUILDING M AVERAGE)' 0�0F ET T FROM THE LOWEST GROUND ELEVATION.IF -41.1 -39.3 -38.3 -37.6 3T0.- a€N' •<`r`/ -50.6 -47.2 -45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANNOT BE IDENTIFIED USE THE PEAK(HIGHEST)ROOF HEIGHT. 0-15 ILf-----,-;;:,=,-, 0��15 ft 2.1. ALWAYS ROUND UP t2OOF FIEIGHTS TO NEXT TALE VALUE. +37.: +36.1 +35.1 +34.4 +33 8 f'�, +37.8 +36.1 +35.1 +34.4 +33.8 2. VALID FOR ALL ROOF SLOPeES7-FOR SLOPE5,,•el ,>SEE AN ENGINEER FOR REDUCTIONS. -42.6 ,+ -39.8 -39.1-''-3875:,'‘,s,-;,-- ' -52.6 -49.0 -47.0 -45.5 -44,4 3. CALCULATE THE TRIBUTARY�`AREA�OF:THE OPEI�ING`IMQUESTION AS THE GREATER OF(HEIGHT' 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 ,:-...-Q_--- 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 3..11.H)ORU E THE AREA BTHE SPAN BETWEEN STRUCiUReAFL OPE INGS ONLY-THIS VE WIDTH OF 1/3 T INCLUDES AHE HEIGHT REAS BETHEIGHT WEEN -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5. -45.4 3. CTURAL 2.RU IF THE TRIBUMULLSTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 (10 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. 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANC WITH CODE. READ OFF POSITIVE AND NEGATNE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -47'4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 -49.4_ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 1 9:8- +39 2 GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 ..52.3:2'"f-51.:0-4- E_;°. 11/TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft !L L z:- 1 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +4191:-.---P.40„5„�"' - /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. II ':'� WORST CASE CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -50.4 -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 1-53 8,. .e. \,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 -H4 '--1.4 6- THAN THE RATED LIMITING WIND VELOCITY ABOVE. _ TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 =53:8 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 5 HVHZ VERIFY USE OF HIGH VELOCITY HURRICANEDIRECTIONALITY ZONE. WITH LOCAL BUILDING DEPARTMENT. ZONE 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT ISA MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +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 55 ft &OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFTABLES AND IED BY THE GOVERNING NDING WIND UILD NGUDEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR _ '''-'7"--",--.......,„_----t APPLICABILITY OF THE USE OF THESE TABLES IS,OFFERED-HEREIN. 60 ft -54.9 -52.6 -51.3 -50.3_-=49 6f_ 6 -67.8 -63.2 -60.5 -58.6 -57.2 10. THIS SPECIFICATION DOES NOTrOFFER�ANY PRODOCT-APPROVED CERTIFICATION. REFER TO ANY SEPARATELY Ceft +50.6 +48.3 +47.0 +46.0 I+4�3 /�j/ +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER"APPROVALS FOR-DESIGNF INSTALLATION INFORMATION AND APPLICABILITY = OF THESE TABLE VALUES WHICH IS TO BE VERIFIED-13Y--OTHERS,b1 HERS,N;ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PROTECTION'SYSTEM, RDINANCES. �f12. NO CERTIFICATION IS OFFERED IPOR-TREINTEGRITY'QF:'THE HOST STRUCTURE. ---t n 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN;NO ADDITIONA CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONEms, EXTERIOR ZON1= ,.ROQF'HEI'GHT EXPLAINED i LEAST HORIZONTAL , N A m u o ul o-n m-C-1 u c o " /� --" I DIMENSION I m>GI m E1 22,71 m m Z I_��Z a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MEAN-ROOF PEAK ROOF -- z 2E3- N p 2-I►y O` HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT © © -4 m o O O 3..-1(n Cl)- w m WI x -n0 0 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. 2'O D D Z•>m w-I Z�,� Z xi 0 CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN VI Cl)mr-Z-I X.m D m D r -D O ROOF �� ® =OZ(C7DpZm�� Z1_ rn -1 3 -1 REQUIRED. MEAN EAVE HEIGHT m p 0 Z c tom 3 D O m O 'n-' a a ROOF\ZI/ ROOF HEIGHT HEIGHT \ (11>OcmOn,,,,GIDMMS C'1 co r�-� r 21- pDr1OZDG)2Dm D rn O 00 In 50 X220 22m�Fzm• 1-'� 0 C Z ( ) ® ® ® PLAN VIEW ® >nD--)imo,..1mc( 0 x m O f11 © © �� ®05 COMPLEX \\ T73 tomIll_I Z r i v) 0 Z r n C),), ISOMETRIC CORNERS °z 9, `n a ren o :31 o „0� ELEVATION ay x'a © 5� REMARKS DRWN TSKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING a g W sq o m D O NIT ISSUE GSS TSB 03/05/12 m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 � EXPRESS® Z n z g r 1� a m REV 2014 FBC DGM TSB 06/10/15 3, �1 I FA.t- I� _� O - - _ _ _ _ _ __ _ _ _ __ __ _ ._______ __ _CORPORATE OFFICE: _ - _ __ O �•--_ A 01 __ Z CTI z UPDATES,2017 FBC FLB FLB 12/17 ASCE 7=10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 .m P, Oz t-� DESIGN LOADS FOR COMPONENTS&CLADDING .1 ? DEERFIELD BEACH, FL 33442 i;;.� M, �.' D I G)i THIS DOCUMENTISTHE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 S T dO 1(' ., O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9888 sx -j Q p 8 -p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 7- 10 b p-../ N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE / - 1 0 E:HELLO@ENGINEERINGEXPRESS.COM 0 Z m £ F-L m © PERMITTED AND MVALIDATEOUR CERTIRCAl10N ENGINEERINGEXPRESS.COM -( CO J