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Home My WebLink AboutDrawing, layout I RECEIVED OCT 2'5 2019 Permitting Department St. Lucie County CL I 1 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. OPENING HAS EXISTING HURRICANE PROTECTION INSTALLED UNDER PERMIT#SLC18010250 PER HOMEOWNER. i OPENING PRODUCT DESIGN OPENING SQ. 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 FL20867.3 47.0 1 -47.0 FRONT ENTRY-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 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL 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= 14 FT 5 IN KURTZ RESIDENCE 6795 DICKINSON TERRACE DOOR REPLACEMENT PLAN j PORT ST. LUCIE, FLORIDA 07/01/2019-4:27pm Talyssa VAprojects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017_d 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' 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS BASED ON Kd=0.85 NOTTO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES MRH=MEAN ROOF HEIGHT INTERIOR ZON PRESSURES 1 I EXTERIOR ZONE(5)PRESSURES 1 ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ONE-4)-OR EXTERIOR(BUILDING CORNER,ZONES)PER THE 2 URE BELOW LEFT OR INFORMATION P OVIT3ED-T'-O]YOU B TH� � Roof Tr' ary Area(Sq F -� eUf Tributary Area(Sq Ft) 3 1. ANY QUESTIONABLE OPENIN IS�OLB,.FzCONSIDERED TH RE CRITICAL(EXTERIOR)ZONE 5. Height 10 20 30 40 MI. fight 10 20 30 40 $0 2FIDENTIFY THE BUILDING MEAN(AVER )RA F3 JI_E(5 O KIP GROUND ELEVATION.IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED,USE -ELPEA. �_�f' ESQ OF HEIGHT. 41.0: -39.3 -38.3 37. �� -50.6 -47.2 -45.2 -43.8 -42.7 2.1. ALWAYS ROUND UP ROOF HEI�H1TS N_F�(T ABL VALUE. U;5 +37.$ +36 +35.1 +34. 43 .8 ~15 fY 2. VALID FOR ALL ROOF SLOPES FVi2 S)=�9_.PEES 30° SEE A NGINEER FOR REDUCTIONS. >� +37.8 +36.1 +35.1 +34.4 +33.8 3�. CALCULATE THE TRIBUTARY AREA Ofl'TiHI O ENING IN QU ST�iQN AS THE GREATER OF(HEIGHT*.WIDTH)OR THE -42.6 -40.8 -39.8 39.1 38. 52.6 49.0 47.0 45.5 -44.4 SPAN LENGTH(HEIGHT) AN EFFECTIVE WIDTH 3 THEI GHTH GHT /3). 1$ft +39.3 +37.5 +36.5 +35.7 +35.2 � / 1$ft +39.3 +37.5 +36.5 +35.7 +35.2 3MULLS,COLUMNSRETC.EA BETWEEN STRUCTURAL OP`\V_o LY-THIS INCLUDES AREAS BETWEEN STRUCTURAL 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST -43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 (10 SQUARE FEET)SHALL BE USED. - 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 45.7 43.8 42.6 41.9 41.3 -56.4 52.6 50.3 48.8 47.5 ACCORDANCE WITH CODE. ,THAN OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 1 +40.2 +39.1 1 +38.3 1 +37.7 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd 47.4 45.5 44.3 43.5 42.9 -58.6 54.6 52.3 -50.7 49,4 ` REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GE_NERAL NOTES: 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 9:8- 39,2 - LES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 49.0 47.0 45.8 44.9 44.3 60.5 56.4 -54.0 -52: .0-" SEC---jtiri'2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTI INED HEREIN. _ 6ESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 35 ft +45.2 +43.1 +42.0 +41.1 +40.5 35 ft +45.2 +43.1 +42.0 +4+. 40 'RST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. ��1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS THAN -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 3.8 2.5IPA T E RATED LIMITING WIND VELOCITY ABOVE. 40 ft 40 ft FA OGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 42_ v / I t RNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 -53.8, HVHZ=HIGH VELOCITY HURRICANE ZONE. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 1 +45.5 +44.2 +43.3 +42.6 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7.THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. -52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 9.HIS DDOCUMENT DIGITALLY E ILLUSTRATES AALED WITH LLOWABLEIDES GNNG I WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 53.9 51.7 50.3 49.4 48.7 66.5 62.1 59.4 -57.6 56.1 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 THE USE OF THESE TABLES IS OFFERED HEREIN. -� 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO UCT-APP-IZOVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft -54.9 -52.6 -51.3 -50.3- - 9.6 -67.8 -63.2 -60.5 -58.6 -57.2 SUBMITTED TEST CRITERIA AND OTHER AP ROVALSORS' IN INFORMATION AND APPLICABILITY OF L THESE TABLE VALUES WHICH IS TO BE VEI} Y OTHERS IN AGC• CE WITH GOVERNING CODES. +50.6 +48.3 +47.0 +46.b t +50.6 +48.3 +47.0 +46.0 +45.3 11. ADHERE TO ALL LOCAL IMPACT PROTG(IOIfEt�r RFIINANC S --- _ 12. NO CERTIFICATION IS OFFERED FORT 1H�INftgTxJF_� T'ST'STRUCTUIRE. ,7-","/ 13. EXCEPT AS EXPRESSLY PROVIDED HE_EIFt;?N_ - DDI 0N R A,L1 yTIFICATIONS OR AFFIRMATIONS ARE INTENDED. -- INTERIOR ZONE04 , EXTERIOR ® ��.�!-, a�=z fp z�m4 "ocTc�` Z ON ka�� EAN ROOF HEIGHT MRH EXPLAINED N o 0 a= 10%OF LEAST HORIZONTAL DIMENSION O 4 ./o/.�tO_JN LEAST HORIZONTAL T m m N " C -I m ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BUT'NQ i SS DIMENSION z Ll p T m O F O <D o -v�' a�.m m a THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT.USE PEAK ROOF v z"n p O 3 A f' rC D r m Z A v < m Z , m N HEIGHT 5 5 �� GN �CTZDr c CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN ENGINEER m m�0 m 3 0\'- vl�z p O n O cT y M Z m FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 A z cn.-I m 0;0 '( O a o C M 3 3 zm c Z y O o D ROOF 5 ® �zD..Nzzm v��,�- �TmDO�rmif�°In om MEAN EAVE HEIGHT 'nr-z.-�0 3 czODZZ- -nmX.x pa yaa ROOF ROOF (MRH) �moz �' mm�Na>;am mZm -1z HEIGHT HEIGHT WIND < 0 m >p N 9=D r 1 rn{ MRH O FLOW t4OIn w-zzz ZLnInrina on ® 1 5 ® 4 Ya O 4 Oga , 3=CD ZADEn On��SDy �v 5 5 OO PLAN VIEW \ Ate^ �In2orn vrn rDln;0r 1 COMPLEX =oma In Z;0 m 3 D A� o m ELEVATION � a ISOMETRIC CORNERS \ 5 5 zm. ■ m �_ H Z y 21 mn m a '�vlN V y O o REMARKS DRAIN CHKD DATE 6TH EDITION FLORIDA BUILDING CODE a g I� p� 0_ o D O � INITISSUE GSS TSB 03/05/12 (`'_ ENGI@ 'gyp EER11 '4G o PC�o 4 m� m 3 2 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 [`ate EXPRESS(, � 'wz I---- REV 2014-FBC- --DGM TSB__06/10/15 [n H UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10;CHAPTER-30-___-- CORPORATE-OFFICE-- ------- $m A <Oz F+ OR HELP FB FB 712/19 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106m,-� ' �y 11 m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEE RFIELD BEACH, FL 33442 i T0 (lo �O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7- 10 (954) 354-0660 866-396-9999 m 3 ( 00 �p W N WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE TEAM@ ENGIN EERINGEXPRESS.COM N O !m 00- TEAM OR OTHER MARKINGS TO THIS DOCUMENT ARE NOTZ PERMITTED AND INVALIDATE OUR CERTIFICATION. 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