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Home My WebLink Aboutdesign pressures 12/30/2020-12:49pm gabriel C:1Users\gabrel\Engineerng ExpresslProduction-Documents\Projects\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Win o kaBUind�Ch _ arts.d�w�7th EDITION FLORIDA BUILDING CODE (2020) ASCE 7-16 ASD, DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY_ 170 MPH MRH>60' 'ASD'IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS r r BASED ON Kd=0.85 NOT TO BE USED OR MATCHED WITH'LRFD'OR'ULTIMATE'DESIGN LIMITING PRESSURES EXPOSU RE D MRH=MEAN ROOF HEIGHT 1 ENCLOSED STRUCTURE,FLAT TERRAIN WIND VELOCITY IS Vult INTERIOR ZON PRESSURES 1 EXTERIOR ZON PRESSURES INSTRUCTIONS FOR TABLE USE: COPIES NOT VALID FOR PERMIT (1)IDENTIFY THE ZONE OF THE OPENING AS INTE R EXTERIOR(BUILDING CORNER,ZONE 5)PER THE Z Mean DESIGN PRESSURES( SF)- � n DESIGN PRESSURES(PSF)-Z S FIGURE BELOW LEFT OR INFORMATION P �• YO B Roof Area of Opening $ Of Area of O enin S Ft 1. ANY QUESTIONABLE OPEN I SI ED H RE CRITICAL(EXTERIOR)ZONE S. P g( ) p g( q 2. IDENTIFY THE BUILDING MEAN(AVE 0 Ri 1��eJ3ICP(JFKEAN Height 10 20 30 ■ eight 10 20 30 40 50 R OF HEIGHT CANNOT BE IDENTIFIED, E CC vv�Y CC r■t/I,,LL1199 2.1. ALWAYS ROUND UP ROOF HE H ABL A E. -54.9 -54.9 53.7 (2. -100.6 -100.6 -95.5 -91.9 -89.0 2. VALID FOR ALL ROOF SLOPES F R 10° ` R � �A�61-70 ft +54.9 +54.9 +53.0 - 0 ft +54.9 +54.9 +53.0 +51.6 +50.5 WN LENGCALCUTH(HEIGHT)TE THE BUTARY AREA 0AN EFFECTIVE T 1 N Q. E I I GHT% 60.3 60.3 59.0 8.0 57. 110.5 -110.5 -104.9 -100.9 -97.8 3.1. USE THE AREA BETWEEN STRUCTU P� IS C�U46 B "UTARY L MULLS,COLUMNS,ETC. a IM 120 ft +60.3 +60.3 +58.2 +56.7 +55.5 > 120 ft +60.3 +60.3 +$$.2 +56.7 +SS,S 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFI 7F MET" T LLJ (10 SQUARE FEET)SHALL BE USED. 170 ft -64.0 -64.0 -62.7 -61.6 -60.8 a- p 170 ft -117.4 -117.4 -111.4 -107.2 -103.9 3THAN PU WAYS ROUND THE LARGEST ST PUBLISHED VALUE.SMALLER TABLE V �RIEAS +64.0 1 +64.0 1 +61.8 +60.2 1 +59.0 w +64.0 +64.0 1 +61.8 +60.2 +59.0 4QREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN in ACCORDANCE WITH CODE. 200 ft -65.9 -65.9 -64.5 -63.4 -62.6 0 a 200 ft -120.8 -120.8 -114.6 -110.3 -106.9 S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd +65.9 +65.9 +63.6 +61.9 +60.7 LL' +65.9 +65.9 +63.6 +61.9 +60.7 REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -67.0 -67.0 -65.6 -64.5 -63.6 0 -122.8 -122.8 -116.5 - NERAL NOTES: 220 ft 220 ft OCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEAL +67.0 +67.0 +64.6 +63.0 +61.7 J +67.0 +67.0 +64.6 •IGITALLY SEALED WITH DATE-GEOGRAPHIC AREA&PERMITTEE LIMITATIONS. Q ¢ 2 LES ARE TO BE USED IN CONFORMANCE WITH(ASD)"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-1 68.0 68.0 66.6 65.5 64.6 \ 124.7 -124.7 -1183 -1 N 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 240 ft / p 240 ft 3 ESIGN IS BASED ON THE ULTIMATE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE +68.0 +68.0 +65.6 +63.9 +62.6 w +68.0 +68.0 +65.6 + 6 �n _ P ED. 'WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR DETERMINING PRESSURE RATINGS. -68.5 -68.5 -67.0 -65.9 -65.1 -125.5 -125.5 -119.2 _1 111 ASCE 7-16 RISK CATEGORY IS INDEPENDENT OF THESE RESULTS.FIND RISK CATEGORY VELOCITY TO BE LESS 250 ft 0 ca 250 ft THE RATED LIMITING ULTIMATE WIND VELOCITY REFERENCED ABOVE. +68.5 +69.5 +66.1 +64.4 +63.1 Z w +68.5 +68.5 1 +66.1 +64. 6 4.TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. w S. INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)-FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 68.9 68.9 67.5 66.4 65.5 N -126.4 -126.4 -120.0 -115.4 -111.9 6.VERIFY USE OF Kd(DIRECTIONALITY FACTOR REFERENCED ABOVE)WITH LOCAL BUILDING DEPARTMENT. 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 W z 260 ft +68.9 +68.9 +66.5 +64.8 +63.5 7,HVHZ=HIGH VELOCITY HURRICANE ZONE(BROWARD&DADE COUNTIES). lD B.TABLES ARE FOR VERTICAL SURFACES ONLY&FOR ALL ELEVATIONS ABOVE SEA LEVEL(Ke=1.0). -69.4 -69.4 -67.9 -66.8 -65.9 Cl- -127.2 -127.2 -120.8 -116.2 -112.6 9•THIS MASTER PLAN SHEET IS GENERIC IN NATURE AND DOES NOT SERVE AS A SITE-SPECIFIC DOCUMENT. 270 ft ¢ 270 ft 10. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE +69.4 +69.4 +67.0 +65.3 +63.9 0 Z +69.4 +69.4 +67.0 +65.3 +63.9 TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED (, L7 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF -69.8 -69.8 -68.4 -67.2 -66.4 -128.0 -128.0 -121.5 -116.9 -113.3 THE USE OF THESE TABLES IS OFFERED HEREIN. 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 O 280 ft +69.8 +69.8 +67.4 +65.7 +64.3 11. THIS SPECIFICATION DOES NOT OFFER ANY PR OVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER AP OR LATION INFORMATION AND APPLICABILITY OF -70.3 -70.3 -68.8 67. -128.8 -128.8 -122.3 -117.6 -114.0 THESE TABLE VALUES WHICH IS TO BE VE THERS IN AC-• CE WITH GOVERNING CODES. 290 ft ft 12. ADHERE TO ALL LOCAL IMPACT PRO NA +70.3 +70.3 +67.8 +66. 6 +70.3 +70.3 +67.8 +66.1 +64.7 13. NO CERTIFICATION IS OFFERED FOR H I STRUCTURE. 14. EXCEPT AS EXPRESSLY PROVIDED H E D T110 L IFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE 4 EXTERIOR CO -;i O.N= MEAN ROOF HEIGHT MRH EXPLAINED rn o n O m F per( a= 10%OF LEAST HORIZONTAL DIMENSION LEAST HORIZONTAL z'� D 0) < y m r T O ROOF HEIGHT(MRH),WHICHEVER IS SMALLER,BU DIMENSION 70 G)D O 0 rrt A m F.A Hop °r w D PEAK ROOF O G o o D o v O y m r 'In THAN 4%OF LEAST HORIZONTAL DIMENSION OR 3FT. HEIGHT 5 5 V z 3 C> 'r I p p Z c O °=K F C y m m Ln M 4 ?o USE CORNER ZONE 5 IF AT ALL IN QUESTION.CONSULT AN rT1 rn,-. -1 O U) z V a a 0 m Z 3 r c: sin /y X ITI.�IT! z 4 F m>m C o m m>Z ` Y ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN 3 +Z C N m>m Z 3 Z orr�T z m z Z °>O �r C �;,/O, ROOFQ 5 4 �zz-HNO . m9-T�V,2 a00ymONO. 0'0lOoMEANQ EAVE HEIGHT Q° 70 x z v~ >3 Z 1'"o m p>y o,6 PS a µa ROOF z ROOF MRH) r r'tQ. �ozz0 ozn�v� �zG ' I HEIGHT HEIGHT WIND < On o 0 m"�' m 1 3 O D� m<O �/� 40. (MRH) O FLOW �Ocn ocoom >AZp<r v^-n 5 I ® 1 5 5 ® ® 5 om", ' ymz°o oo��Z� m Np� O 5 0 a PLAN VIEW �4 pzK m^Dm =a°p >n� Q 5 COMPLEX =oo oo mF,-A 0 3 RI and NeB�t PE ELEVATION a a ISOMETRIC CORNERS 5 5 z rn. m °m N�_ \ m a In FL JDE 488 CA-�885 NIET ISSUE FEI FBKD 1220 0 7TH EDITION FLORIDA BUILDING CODE ,r ENGINEERING o�� r 0 om -p m ASCE 7-16 CHAPTER 30 ° :2 m O� Ul m r CORPORATE OFFICE: s m T Z 1 DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVE, SUITE 106 i= O m w z MASTER PLAN SHEET �m z p � THIS DOCUMENilS THE PROPERTY OF ENGINEERING EXPRESS; _ DEERFIELD BEACH, FL 33442 N n AND SHALL NOT BE REPRODUCED INWHOLE ORPARTWITHOUT �' 1 m 7 1 (954) 354-0660 866-396-9999 2� >� p mWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / - 1 m O 3 r v' ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT TEAM ENGIN EERI NGEXPRESS.COM p Z -0 `� 0 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM < m Identification Schedule for Opening Protective Device or System (The/b/iO =:1 nrinin11rn1 it fornlctlian:shall be pr-o)'icleal to faCililale plan review all"hl.spectioll of•rlle proposes!installation,ope m.ng,praxeciive device ot-systetnj Address: 10200 S Ocean Dr #408 Jensen Beach FL 34957 Tape of Structure: PERMIT#: Dcv. i Devicc Device Shutter ' Shutter # Typc Manufacturer Approval Pressure 5PA�1 At��or ! Anchor vgS craze Width Height i S tcinC) a 1 . Accordion A.S.S......A. FL 389-R10 - 52.8 65 ........8....... 8 .................. 1..0..Tap . con ' .......... ..... ............. _...... _.........__...... - _.. . j ........... ............._.... .-.............._.. ._. _ .,� .._.................. ._......._............_._....._ _ _......._._...._.................. .._................__ .......... j _.................._.. __........ ..._........... _......'......_..........- --__ ----..........._........_. - _ . . ._. _..... --- ........-_-.......-=--_ ........... ....._...._........._..._...-- ---- -- .- ------ -._. _ ......_.._..............._.......... _ _..._._ ___ __ -- .._........_.__.....__........--.-- i ......______--- ! .........___._..._......--.-----...._...........__._........-......_...-- -._._.._._._.........._.---- .i ......... -...._......_ ._._..._ __ ___ j .........._...... ....... _ .. .......... - - - -- _ _ I ... .. . f . _ ............... - _ _- j