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HomeMy WebLinkAboutDrawing 2 36" X 80" 36" X 80" 1 REPLACE DOORS IN 2 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENINGSQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 4 36.1 -39.3 FL14569.4 65.0 -65.0 FRONT ENTRY-LSMI 2 36 80 20.00 4 36.1 -39.3 FL14569.4 65.0 -65.0 SIDE GARAGE-LSMI 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 3/1 "TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT AF PROVAL DOCUMENTS. 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 MITCHELL RESIDENCE 6901 SALERNO ROAD DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 01/09/2018-12:07pm interni V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FSC 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 ZONEF4 PRESSURES 1 EXTERIOR ZONEDPRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 - Mean DESIGN PRESSURES(PSF)-ZO E 5 4 _ \..IDENTIFY THE.ZONE OF THE OPENING��A.5IINIEBIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 Roof Tributary Area(Sq FQ - e csof Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR r` OTl'PKOVIDED T,b�YO,Ii Y�THERS. ,49+� 1.1. ANY QUESTIONABL OPE _.N - TO BECONSIDi RED HE MORE CRITICAL(EXTERIOR)ZONE He' 10 2 30 40 5 eight 10 20 30 40 50 5• FI / IDENTIFY THE BUILDING MEA_ $VE G__ _ _r HT FROM THE LOWEST GROUND ELEVATION.IF 41.0 -39.3L38..3 37. / 50.6 47.2 45.2 43.8 42.7 TRE MEAN ROOF HEIGHT CANNbTBE€I�ENFIfI D,U�FTHE PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft +378 +36.1 1 +34. w .8 `15 ft 2.1. ALWAYS ROUND UPOOFF�{EIGI(TTSTONE)CT TIS LE VALUE. +37.8 +36.1 +35.1 +34.4 +33.8 2. VALID FOR ALL ROOSLb�ES'�FOR SLOPE5 � EE AN ENGINEER FOR REDUCTIONS. 42.6 39.8 39.1 8: -52.6 49.0 47.0 45.5 44.4 3. CALCULATE THE TRIBUTARY'AREq1dFTkiE O (SfNGrINY@USTION AS HE GREATER OF(HEIGHT' 18 ft 18 ft DTH)OR THE SPAN LENGTH(HEIGRT)\ rFEGTIVE 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 HE AREA BETWEEN STRUCTURACOPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY 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 25 ft 4FREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +42.1 +40.2 +39.1 +38.3 +37.7 +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE. S. 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. 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 9:8- 39.2 GENERAL NOTES: 35 ft -49.0 -47.0 -45.8 -44.9 -44.3 35 ft -60.5 -56.4 -54.0 -52` -1. _ 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 '^�+ SCTION 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 + 1 40: /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. -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 -'3.8 �'2.5 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 42: 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 X3`8; 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5. 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 +43.3 +42.6 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 50 ft -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +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 +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND TABLES AND OVE VERIFIED BY HE GOVERNING BRRESPONDING WIND UILD NG DEPARTMENT AND PEREXPOSURE,&OTHER MIT HOLDER.NO WARRANTY S LISTED HEREIN SHALL FOR 54.9 52.6LY 51.3 50.3 -49.6 67.8 63.2 60.5 -58.6 57.2 APPLICABILITY OF THE USE OF THESE TABLES I�S,��OjRERED-HEREIN. ED 0 ft 1 1 BMITT D THIS TEST CRITERIA ANECIFICATION D OTHERRR�AP RQVLS`OR1gES GNSTALLATIONTINFORMATION AND APPLICON. REFER TO ANY ABILITY IELITY �' / + + OFTHESETABLE VALUES WHICH IS TPAE - 1 Its"IQ;ACC© 11. ADHERE TO ALL LOCAL IMPACTRO, 0 �_Ind,tvi+NCES. 'vw'L L 12. NO CERTIFICATION IS OFFEREDFO)wT.Frr I GRi ieiiel T.E HOST STRUCTURE. t r 13. EXCEPT AS EXPRESSLY PROVIDE NO DDITI-N CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4 EXTERIOR ZON R"MW GHT EXPLAINED LEAST HORIZONTAL n. �nmz=0-00px=1-100, _ DIMENSION m>G)m On�mmm5 i z a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF��IE N ROOF PEAK ROOF r z_q R m c D m m m z'H n � O '11 HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 SO m 0 p m�=rn N-I'"'m m X �--� HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. m m Om D D I. r D C z H Ln Z O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® In In O In>p Z'v z 0 m Z H m O 70 �--� ROOF = z D z m fn. Imp = 3 - REQUIRED. MEAN EAVE HEIGHT m E O z m m-I 3 y�m 0 I„, I-) -{ a ya) ROOF ROOF '��nDDzp-Oyz;5 O D f f ' I HEIGHT HEIGHT In D O c m 0 n- M.Oi.O,= 0 133 0 zr-z7O0'1Oz zzm m 20 5Q O(n Im. n'o DG)mDm D O 5 �G)zp-"ZmGjPD�r-I ccn Z Ln Jr ® 5 ® ® �'8 PLAN VIEW 2�zMrnO0_ m '� p O D OOS COMPLEX omm Erna-irzm� Z,' In z r- ISOMETRIC CORNERS ELEVATION a Ya 5En no p ti; o " , ° C) INIT SSUES GSSN TSBD 0305/E2 6TH EDITION FLORIDA BUILDING CODE EJ ENGINEERING o�1 p0 O rnn 3' m 3 s REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2oi Q Az r ' m REV 2014 FBC DGM TSB 06/10115 1 EXPRESS° o o A= In\ 2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: z y m z m 160 SW 12th AVENUE, SUITE 106 $� n z ij DESIGN LOADS FOR COMPONENTS&CLADDING D DEERFIELD BEACH, FL 33442 0 z rn V iI THIBDOCUMENT ISTHE PROPERTY OFENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 T 0 �c> a AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z-y o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 I� v La m ASCE 7 O E:HELLO@ENGINEERINGEXPRESS.COM 0 m PERMITTED AND I VALIDA C OUR CERTIFICATION. 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