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HomeMy WebLinkAboutLAYOUT SHEETI RECEIVED MAR 0 2 2018 ST. Lucie County, Permitting O v-n AN n ar CONCFAIED FASTENERS OR ATTACHMEN" ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I L aIo%j ST, LIVE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT AN JOB an NO IN9P£CTION wim AE AIAIIE, of b00 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ? COMPLY WITH ALLAPPWOAAL6 CORM m7l-, Customer: SUNKEL WorkOrder Number: 01042018009 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 97.8 789.375 104.25 789.375 104.25 101 4"o.c. 6"o.c. 2 97.8 73 104.75 83 104.75 101.5 4"o.c. Wo.c. 3 97.8 73 104.75 71.25 104.75 101.5 4"o.c. 6"o.c. EasySeals ASCE 7-10 Design Wind Loads Wind speed VI= 170 mph Exposure D For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 easysealscom Ig ••'' Wind Pressures[psf] For use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg GCpi- 0.18 Mean Tributary area at least... 10 sgIt Triburary area at least... 15 Sol ft Triburary area at least 20 sq it Triburary area at least 25 sgft Triburary area at least 30 sqk Triburary area at least 35sgk Triburary area at least 1,1 40 sqk Tributary area at least 50 sgft Roof Height 60'to: Zone Interior Zones Corner + Zone Interior +. Zone Corner + Zone4 Interior + Zones Corner + Zone Interior + Zones Corner + Zone4 Interior + Zone Corner + - Zone +nterior - Zone +Corner - Zone Or 11rt9 - Zones +Corner - Zone +Interior - Zone +Corner - 61'ft +53.6 -53.6 . 153;6'-98.2 +516 -53.6 {+53.6 -98.2 453.6 -516 - +53.6 -98.2 +52.6 M's. +52.6 -95.5 +51.7 -52.3 +51.7 -93..2 +510 .--5.9; ' .++5560:49 . 65 ft +54.2 .54.2 +54.2 -99.3 +54.2 -54.2 +54.2 .99.3 +54.2 -54.2 +54.2 -99.3 . +53.1 -53.5 +53.1 -96.5 +52.3 -52.9 +52.3-94.3 +51.6 .52.4 ++5511..06 --9921:.33 --55211.04 ++5500..49 --8909..77 ++4499..93 --5501...38 .."9 --889S76E1. 70ft .+54.9 -54.9-. .'+54.9 .1006 +54.9 -54.9 54.9 -100.6 +54.9'54.9 +54.9 -100:6 .+53.8 -54.2 +538 -97.8. +53.0 -53.8 +53.6 95.5 +52.2 -53.1 +52.2 -93.5- +51.6 -5217 +51.6-91.9.. +50.5 -52.0 +50S -89.0 75ft +55.5 -55.5 +55.5 -101.8 +55.5 .55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 -54.2 +53.6 -96.6 +52.9 -53.7 +52.6 -64.7 +52.2 -53.3 +52.2-930 +51.2 -52.6 +51.2 .90.91 80 ft +562 -56.2..+562 -103.0 456.2 -56.2 +56.2 -103.0 +56.2 -56.2 +56.2 -163.'0 +55.1 SiA .+55:1'-100.1 +54:2 -54.9 +54.2 977 '+53.5 +53.5 -95.7 •+52:8 =59 +52.8 =94.0 +51.7 -53.2 +51.7 .91.1 85ft +56.8 -56.8 +56.8 -104.1 +56.8 -56.8 +56.8 -104.1 +56.8 -56.8 +56.8 -204.1 +55.7 -56.0 +55.7 -101.1 +54.8 -55.4 +54.8 -98.8 +54.6 -54.9 +54.0 -96.8 +53:4 -54.5 +53.4 -95.0 +52.3 -53.8 +52.3 -92.1 90 ft :+573-57.3% +57.3 -105.1 +57.3 -57.3 +7.3 165.1 +57.3 -573 +57.3 405.1 '+56.2 -56.6 +56.2 -102.2 +55.3 -56.0 '+5.3 -99.8 +54.6 -55.5 +54.6 -97.7 +53.9 -55.0 +53.9 -96.0: +52.8 -54.3 +52.8 - ` 95 ft +57.9 .57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +56.8 -57.1 +56.8-103.1 +55.8 -56.5 +55.8 -100.7 +55.1 -56.0 +55.1 -98.6 +54.4-55.6 +54.4 -96.9 +53.3-54.8 +533 -9, 3.00 ft +58A -kzli +-107A +58.4 -58:4 +58.4 407.1 +58.4 d8.4 +58.4 -107..0 '+57.3 -57.6' '+57.3 -304.0 +56.3 -57.0 756.3 -101.6 +55.6 56.5' +55.6-995 :+54 9-56.1 +54.9 -97.7. +53.8 -55.3..,+i4499..93 .+53.8 -94.7 105 ft +58.9 -58.9 +58.9-108.0 +58.9-58.9 +58.9 -108.0 +58.9 -58.9 +58.9-108.0 +57.8 -58.1 +57.8-104.9 +56.8 -57.5 +56.8 -202.5 +56.0 -57.0 +56.0 -100.4 +55:4 -56.5 +55.4 -98.6 +54.2 -55.8 +54.2-95.5 110 f +59.4 -59.4 +59.4 .108.8 +9.4 -59.4 +59.4'108.8+59. -59A t59.4 -108.858.2 -58.6+58.2 -3058 +57.3 -580, -+57.3 -103.3 +56.5 .57.5 +56.5 -101.2 -57.0 , '+558 -99.4; +54.7 -56i2 +54.7 .96.3 115 ft +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +58.7 -59.1 +58.7 -106.6 +57.7-58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 +56.3 -57.4 +56.3 -100.1 +55.1 -56.7 +55.1 .97.1 1Z0 ft :40.3 -60.3 .'+60.3 -110.5 +60.3 -60.3 +60.3 =110.5 +66.3 '60.3 - +60.3 -110.5 +59.1 -59.5 .+59.1 -107.4 +58.2 -58.9 '+58.2 -104.9 +57.4 r583 +57.4 -1017 t567 -57.9 +567 -100.9 +55.5 -57:1' +55.5 88 -7: 125 ft +60.7-60.7 +60.7 -111.3 +60.7 -60.7 +60.7 -111.3 +60.7 -60.7 +60.7 -111.3 +59.5 -59.9 +59.5 -108.2 +58.6 -59.3 +58.6 -105.6 +57.8 -58.7 +57.8 -103.5 +571 -58.3 +57.1 -101.6 +55.9 -57.5 +55.9-9.5 130 ft, +61.1-61.1 +61 -112.1 +61.1 -61.1. +611 -112.1 +61:1 -61.1 ,61.1 -112.0 159.9 -60.3 +59.9 -108.9 +59.0 -59.b, +59.0 -106.3 +59.2 -59.1 +58.2 -104.2 L57,5 +56.3 -579 +56.3, -99,2 135 ft +61:5 -61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 +59.4 -107.0 +58.5 .59.5 +58.5 -104.9 +57.8 -59.1 +57.8 -103.0 +56.7 -58.3 +56.7 -99.8 140 ft +61.9 , -619.] +61:9-113.5 +61.9-61,9 .+61.9 -113.5 +619 -61.9 ' _ +6.L9-113.5 +60.7 .. -61.1 +60.7-110.3 +59.7-60.5 +59.7r107.7 °+58.9F59.9 +58.9 :105:5 +58.2 -59.4 a58.2 403.6 +57.0 7586 +57.0 ;100.4 145 ft +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +61.1 -61.5 +61.1-111.0 +60.1 -608 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +58.6 -104.3 +57.4 -59.0 +57.4 -101.1 150 ft _ +62.7 -62.7 '+62.7 -114.9 +62.7-62.7. +62.7 ... -114.9 +62.7 162.7 '+62.7 -114.9 +61.5 -61.8' +6115 -111.7 +60.5 -61.2 . +60.5-109.0+59.6 -60.6 +59.6 -I06.8 -+58.9 -60b: +58:9 -304.9 +57.7 :59.4'- '+57.7 .101.7 ' 155 ft +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +63.0 -115.5 +61.8 -62.2 +61.8 -112.3 +60.8-61.5 +60.6 -109.6 +60.0 -61.0 +60.0 -107.4 +59.2 -60.5 +59.2 -105.5 +58.0 -59.7 +58.0 -102.2 166 ft +3.4 -63.4 +63.4 -116.2 +4.4. -63.4. '+63.4 =116.2 +614 -63.4 .+63.4 -116.2 i62.1 -62.5 4152.1 -112.9 +61.1 -61.6 +61.1-110.3 +60.3 -61.3' +60.3 -108.0 +59.6 -66.8 +59.6 -106.1 +58.4 .60:0 +58.4 -162.86 165 ft +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 +63.7 .116.8 +63.7 -63.7 +63.7 -116.8 +62.5 -62.9 +62.5 -113.5 +61.5 -62.2 1 +61.5 -110.8 +66.6 .61.6 +60.6 .108.6 +59.9 -61.2 +59.9 -106.6 +58.7 .60.3 +58.7 -s.^'<! 170 ft +64.0 -64.0 564.0 -117.4 +64.0 -r64.6 .+6410 -117.4 +64.0 -64.0 . -+64.0 -317.4 +62:9 -63Y +62.8 -114.1 •+61.8 -62.5' .+61.8 -1114 .+60.9 -62.6 +60.6 7109.1 -+60' 2 -61.5'• +60.2 -107.2 '+59.0 -60.7 r� +59.0 y 175 ft +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +63.1 -63.5 +63.1 -114.7 +62.1 -62.9 +62.1 -112.0 +61.3 .62.3 +61.3 -109:7 +60.5 .61.8 +60.5 -107.7 +56.3 -61.0 +59.3 -104.4 180 ft +64.7 -64:7 +64.7 -118.6 +64.7 -64.7' +64.7 -118.6 +64.7 -64:7 +64:7 -118.6 '+63:4 -63:8 +63.4 -115.2 +614'-63.2 +62.4 =112:5 +61.6 =62.6 +61.6 6110.2 +66.8 .62.1 +60.8 -308.3 +59.6 =61.3 +59.6 404.9 185 ft +65.0 .65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +63.7 -64.1, +63.7 -115.8 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +61.8 -10.8 +61:1 -62.4 -108.8 +59.8 .61.6 +59.8 .105.4 ft +5.3 -653 +65.3 -119.7 +65.3 -. 653 39 563 +65.3 -119:7 +69:0 -fi44 63 0 3.2 6 113 +614 +0.16.190 195 ft +65.6 .65.6 +65.6 -120.2 +65.6 -65.6 +65.6 .120.2 +65.6 -65.6 +65.6 -120.2 +64.3 -64.7 +64.3 -116.9 +63.3 -64.0 +63.3 -114.1 +62.4 63.5 +62.4 -111.8 +6.7 -63.0 +61.7 -109.8 +60.4 ft +65.9 -65.9 20.8 59 +5.9 -65. 9200 .+65.9 -120.8+69.6-65.0+9.6 -17.4+63.6 64.3 . +636 -114i6 +62.7-6.762.7 -312.3 +6.9 -+61.1 -63.+65.9 +61.9 -110.3 +60.7 Ln •Design conforms to the Florida Building Code 6th Ed(2017). • L Tabulated design wind loads are based on ASCE 7-10 specifications for 8 P F 0 com onents and cladding based on design criteria as noted herein. P 6 g Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. C • This specification may be used in conjunction with engineering under w separate certification (by this engineer or by others) using Allowable Stress WDesign(ASD). V • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 3M52 • Wind Speed noted above Is ultimate dezi n winds speed 3-second gust). P g p ( f ) • Plus +&minus-zi signs signifypressures toward awe from 11 II sP g v the eMedorcom component or surface respectively.- P g • Where "Mean(average)Roof Height" be determined peak roof 8 height shall be used, except that curve height shall be used for roof angle up less than or equal to 10°. Round up to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 5 to- has been considered. • Tributary Area noted In table (effective wind area) is equal to the minimum of (height x width] or [ht x ht/3]. Round down to values shown. • Zones 4 & 5 ("Interior" and "comer" zones, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10%of the buildin 's 6 g least horizontal of dimension or40%oftliemean mof height, but never less 3' than -0" or 4%of the least horizontal dimension. • This specification Is valid only for use with structures NOT located In the upper one-half of an isolated hill, ridge or escarpment. • This specification is valid for use with buildings of any Risk Category, Including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of fallure. • Design is based on structure classification as Enclosed Bldg Copyright ©2017 Easy Seals rev 1217 Valid only with engineer's sign/attu^re`& iilsed/seal 1 ..06 dt Christian LanglkY, PE FL PE p67382 VUCA 831124 Doc No. A10MS.170D