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HomeMy WebLinkAboutDrawing 1 36" X 80" E WE REPLACE DOOR IN 1 OPENING ONLY. SEP 12 2016 NEW DOOR TO BE IMPACT RESISTANT- PERMITTiNIG HURRICANE SHUTTERS NOT REQUIRED. St. Lucie Ceu;ty, FL 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 5 36.1 1 -47.2 FL16674.1 50.0 1 -50.0 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. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT= 11 FT 9 IN SAPP RESIDENCE 2706 DEAN DRIVE DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 06/30/2015-2:37pm gabriels V:\Projects\_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 CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES j I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(S F[ rJ•^--....,.._� Roof Tributa Area(S Ft 1. TABLES ARE INTENDED TO DEPICT-THEE��WORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 Area - .�4 i ht DEFINED AS THE CRITIhA1_GdNDITION OF ANYTNISpIpWN VARIABLE AS DESCRIBED BELOW. 1Z Sv 50`'f-. _ 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DITIONS�EQUIRED FOR USE ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 9 6_ 3 s .0 / -50.6 -48 -47.2 .46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O;Ll(O��-ff�8_�11���IL��l;(JGS QF ME'y+/ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft Y `�,``�J >" 0-15 ft 3 TABLES VALID F R LX-OQF-TY &`'SLOP S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 +314.7 -..34-4=X34.1"�,i3: +37.8 +36 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 / LESS THAN 10°SHA B�PERf-0l' ED BY-A[4 AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38.8 -3�4 =38:1.,a3�.8 -3�;6 -51.3 -49. - -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B IL D If7GMEAN(AVERF\GE),(2QOF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft L ^h r f[ A �i +38.3 +37.3 +36.6 +36.0 +35.6 + 5.2�-?34:9-. 34.6 334 3' +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFEDETFLE PEAK gQOFjHEI T. -;; 5.ALWAYS ROUND 1L�OOFH GHTS�TO/f1EXJI�TTTT�E VALUE OR CONSERVATIVE ASSUMPTION. 17 f[ -42.1 -41.1 -40.3 -39.8 -39.3 -38.9 8` -38.x:` �:0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBUT%X,� R ,'OFJHE OPENING IN QUESTION(HEIGHT*WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +3 -+34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M Un RUED-BY 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(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 18 f[ OPENINGS +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 f[ +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREAOF AN OPEN NG CANNOT BE ID NTIFIED,THE MO T CRTRIBUTARY CRITICAL(0 SQUARE RAL MULLS. IF THE ET)HALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -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 k +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 k +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 -39.4 -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 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 '-47T-4x0_ 46.4 -45.8 MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +�8T 37,-3 '+36_3--+56 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 .0 -3 " 00. 1872='47.5 ✓48 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABS USE. _1!% --47.5 / +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +2;8.3_,- 7.6- +35:3',A7.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -50.4 48'.6 4 :9 .47.3 -46.7 23 ft 23 ft ' F-- - 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE TRESS 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 +g8.9._ 8:4- +38.0 ;37,6`�+3,,'H +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING HE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50:9`�-4 --49 1=64:4 -`'47:7 -47.1 CRITERIA AS OUTLINED HEREIN. 24 h 24 ft r-J EXPOSURESPECIFIED.2.DESIGN IS BASED ON THE 3 SECOND GUST HESE TABLES NOT FOR(WIND USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 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 +38.7 38.0 +37.6 +37.4 -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 1+39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALTTY FACTOR)WITH -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -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.TABES ARE FOR 26 f[ +42.4 +41.3 +40.5 +39.9 +39.4 +39.0L42 +38.3 +38.0 26 ft +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 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 _qg•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 +38.6 +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 " --42.2_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPDXDING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft r29 COEFFICIENTS LISTED-H&I.=IN SHALL-BE-DICTATE ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40,5 +40.0 +9:6. -+38.9 +38:6 +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM aT`AN�ERML'C i�O,LDER-NO- RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4-6 ,4 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFEREDIH�REI29 it r' u ti f 5.THIS SPECIFICATION IS° OT�IN� NDED TGlQFFER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +39.9, „+39.2-`+,$8: /� +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ERETO-fN SEPARATE,LY'U- ITT TET CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4�.9f=��3�, 43.2 -4�?�9 ti -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DEIG, -I NST71FCATION'OVFOMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T BE[VERIFIE06Y OTHEgS,I �QCCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4,0.2_ 39:& +39.5 +39.2, +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 �6.ADHERE TO ALL OCAIIM�C-'G ROTE ON Y TEM ORDINANCES. 32ft -48.1 -46.9 -46.1 -45.4 -44.9 -4h` --44.1a , -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO-I&QOERED)-EOR•TJjE INTEGRITY OF THE HOST STRUCTURE. ���' ''r 8.EXCEPT AS EXPRESSLY PRO E HEREIN,NO ADDITIONAL CERTIFICATIONS OR +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40,3'�+q0;0;�9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 V�.� -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 1 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 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR USE ZONE 5 IF AT ALL T QUESTION.CONSULT MEAN AN ENGINEER FORR A MMOORE 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 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 1a a ROOF soft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 S -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 -ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 SS ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 5 I 5 �. -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 ELEVATION QS 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 IN +50.6 +49.3 1+48.3 1+47.6 1+47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES IS ET C:) < REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERINGU -0Tv D O INITISSUE GSS TSB 03105/12 0. oZ m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2014 EXPRESS° K oAr / \ o�c REV 2014 FBC DGM TSB 06/10/15 1` 1 _ _ = ASCE 7-10, CHAPTER 30 ZpmCORPORATE OFFICE:160 SW 12th AVENUE, SUITE 106 g m °zzm DESIGN LOADS FOR COMPONENTS&CLADDING z z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m mAA (,7 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING E7(PRESB, P:(9$4)354-D66D F:(9S4)3S4-D443 z AAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CER7 OF AUTH#9885 z 30 ~ m ADDTIONS,OR OTHERWRITTEN CONSENT OF EMARKNGSING EXPRESS.TOTHISDOCUMENT�ARENOT F E:HELLO@ENGINEERINGEXPRESS.COM zzW PERMITTED AND INVALIDATE OUR CERTIFICATION. ASCE 7- 0 u,{ Lrl m 0 ENGINEERINGEXPRESS.COM