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Home My WebLink AboutPROJECT INFORMATIONWIIMIoad Chads RefemncesL2017 6 FBC WIND CHART C f 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY=170 MPH MRH > 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 INTERIOR ZONF(�)PRESSURES Mean DESIGN PRESSURES (PSF)- ZONE 4 Roof Area of Opening S �..- Height 10 20 1 30 1 401JIlFSO, -54.9 -54.9 -53.7 -52. 61-70 ft _ +54.9 +54.9 +5 .O +51. -58.0 K5 : e '1 51 ,_ -60.3 -60.3 -59. 120 ft +60.3 +60.3 +58. +56.7 +55.5 -64.0 -64.0 -62.7 -61.6 -60.8 170 it +64.0 +64.0 +61.8 +60.2 +59.0 -65.9 -65.9 -64.5 -63.4 -62.6 200 ft +65.9 +65.9 +63.6 +61.9 1 +60.7 -67.0 -67.0 -65.6 -64.5 -63.6 220 ft +67.0 +67.0 +64.6 +63.0 +61.7 -68.0 -68.0 -66.6 -65.5 -64.6 240 ft +68.0 +68.0 +65.6 +63.9 +62.6 -68.5 -68.5 -6TO -65.9 -65.1 250 ft +68.5 +68.5 +66.1 +64.4 +63.1 -68.9 -68.9 -67.5 -66.4 -65.5 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 -69.4 -69.4 -67.9 -66.8 -65.9 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 -69.8 -69.8 -68.4 -67.2 -66.4 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 -70.3 -70.3 -68.8 -67.6. 66.8 290 It +70.3 +70.3 1 +67.8 1 +66. - EXTERIOR ZONE{ PRESSURES Mean DESIGN PRE URES(PSF)-ZO14ES R�0 Area of Opening (Sq Ft 3 H ght 30 20 1 30 1 40 50 / 70 ft -100.6 -100.6 -95.5 -91.9 -89.0 +54.9 +54.9 +53.0 +51.6 +50.5 v� -110.5 -110.5 -104.9 -100.9 -97.8 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 -117.4 -117.4 -111.4 -107.2 -103.9 170 ft +64.0 +64.0 +61.8 +60.2 +59.0 -120.8 -120.8 -114.6 -110.3 -106.9 200 ft +65.9 +65.9 +63.6 +61.9 +60.7 -122.8 -122.8 -116.5 -112.1 - 08.7 220ft +67.0 +67.0 +64.6 _ -1113i 61,7 .- -124.7 -124.7 -118.3 240 ft +68.0 +68.0 +65.6 +ti3i -- 62 -125.5 -125.5 -119.2 - },4; 1111 250ft �' tl1l +68.5 +68.5 +66.1 64 .6 -126.4 -126.4 -120.0 -115. - -11. '' 260 ft +68.9 +68.9 +66.5 +64.8 1 +63.5 -127.2 -127.2 -120.8 -116.2 -112.6 270 ft +69.4 +69.4 +67.0 +65.3 +63.9 -128.0 -128.0 -121.5 -116.9 -113.3 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 -128.8 -128.8 -122.3 -117.6 -114.0 +70.3 +70.3 +67.8 1 +66.1 +64.7 Q ENCLOSED STRUCTURE, FLAT TERRAIN I MRH-MEAN ROOF HEIGHT (SEE BELOW) D I.I. ANY FOR EXTERIOR (ZONE 5) PER THE MORE CRITICAL (EXTERIOR) ZONE 1E LOWEST GROUND ELEVATION. IF J 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBUSHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACrOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 6. TABLES ARE FOR WALLS AND VERTICAL SL 7. THIS DOCUMENT IS A MASTER PLAN SHEE S. THIS DOCUMENT IS ONLY VAUD WTTH AN 13. EXCEPTAS S DESIGN METHODOLOGY` PER ASCE 7-10 ITLINED HEREIN. ' WIND VELOCITY & EXPOSURE SPECIFIED. SURE RATINGS. FIND CATEGORY TO MATCH OR BE LESS S SHALL BE NEARBY AREA. ENCLOSED STRUCTURE ONLY. DEPARTMENT. & RAISED SEALED OR AFFIRMATIONS ARE INTENDED. INTERIORZONE4 EXTERIOR ZON`EGHTEXPLAINED LEAST HORIZONTAL �"zio�omo�xi�=^oo DIME C mTG)m m P;n-.3 a= 10 % OF LEAST HORIZONTAL DIMENSION OR 40 % OF��1 N ROOF PEAK ROOF -r i q S z 3:- 0 a z � CY ',GHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 yz m m m ; >y i m m D m m X -n RECEIVE (_ UZONTAL DIMENSION OR 3FT. USE ZONES IF AT ALL IN QUESTION. ,A ? ODD 2 s a m y a Z w N Z O " wASULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN Q S ® ut O �A m p ~ �, a, O m 2 .m.L m O !D H-i MEAN EAVE HEIGHT Z Z- D= m D^ ms = 3 --� REQUIRED. m a O GT'�An y GT O ,n,• 2(l18 a a ROOF ROOF ��nDD20 OD2PM �Tl. o> DLPermitting JUN 12 O r-F 1-j HEIGHT HEIGHT sz c o -oI o- a mZ i i m n m 0 Qo S I O4 O 4 5 4 �22pTZN0 ➢p'G cNz Ln Depart S O ® B PLAN VIEW nOa> S�4 a��a o m TT1 a~ DOS COMPLEX \ o`ozCA�.m �z-ap'� N (mIL�2 D ucie County/ ELEVATION �t a ISOMETRIC CORNERS 5 a m '^ o In o T S A NITSSUES GSSMTED 03/05/112 6TH EDITION FLORIDiA7 BUILDING COD ?EV- ADJUSTED HEIGHTS GEE TSB W09112 2O1 / IEV 2014 FEC DGM TEE 06/10115 )PDATES,2017FBC FLB PUB 12117 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING TwsooruNBrtceTNE RtOPBt1Y0FENGNEEPII�GFIlPRESS MASTER PLAN SHEET wwrLw caxsTNr of BNGmmaxc nsREss. umunoxs, AepiNXR. DROINFA NNWNGSTOlMSaOCGAQMNQ:NOT PEA W TTEO MN NVNDAIE OUR GDmT1CAlpN ASCE 7-10 ENGINEERING EXPRESS@ WVO oFnm: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERTOFAUTHF89aS E: HELLO@ENGINEERINGETRESS.COM ENGINEERINGEXPRESS.COM 00 Identification Schedule for Opening Protective Device or System jqfotntadoll shall he provided to.facilitale plan review and bapeciic), ofille pj-opawdhistallariou. Opening. pratecrive device ors ,) .vsie" Address: 7420 S Ocean Dr. Jensen Beach. FL 34957 Tvnp,W et ........... (� r<,:,r.,, m Dev. I Device Devicc T) pe Appro T Manufacturer Approval rf'agAvid �'p t4 Shutter S11L1[1C1' Width A Nov- I Anchor 1. Accordion ccordion A. S. S. A. FL389-R9 —59.0 42 Height 125 45 spilcing Tapconj 10 Concrete AWNED 3 3 y y 7- j je-Cty e County oun 7 T -------TK,8ULAN8-ANOA -PROPOSED WORK, C UNTY BULL_ —Slo' -AFiE-SUBJECT -TOANY ORREC-flONS VXIVED OR Co a. CONCEALED FASTENERS OR ATTACHMENTS REQUIRED BY FIELD I MAY BE NECESSARY SPECTORS THAT I �z� R VW IEED DATE y HE --VE THE �RESPONSIBILITY OF TCONTf�4CTb I ORDER TQ p 0'1 No NSP nL&f-BE-KEP-T-ON-j0n-- OF R CORD CTION WILL BE YADE.