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HomeMy WebLinkAboutPLANSi 1202 MRH EXP •• D•• SCANNED BY St. Lucie County THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH AU. APPLJOAIA OQAMOe 3 MAR 19 2018 om !Qwncyp ?armitting 103—cp5'If8 ST. LUCIE COUN-rY BUILD IVISION REVIEWED FOR COIN Z E REVIEWED BY DATE 3121110 PLANS AND PERMIT MUST BE KEPT ON JOB OP. NO lNSPECTION WILL BE 11k4BiS, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD F r e d off; SMITH, LYNN r } w g N g 320O N HWY AlA UNIT#806 ' ' ivastle ,R ' g FORT PIERCE, FL 34949 FACTORY DIRECT swce 1989 e,Qf c ASCE 7-10 Design Wind Loads Wind peed V = 160 mph Exposure'D' �Q'Sy Sc Qw For Wall Components Fr Cladding q Load Combination Coefficient: 0.6 easyseals cons WindPressures[psf]for use with Allowable Stress Desig KZL-1. Kd-0.85 Enclosed Bldg GCpi=0.18 Mean Triburary area at least... 10 sgIt Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least ZSsgft Triburary area at least 30sgft rary arptleast \\S.35 sqf, Triburary area at least 40sgft Trihurary area at least 50 sgft Roof Height 60'to: Zone Interior + Zone Corner + Zone Interior + Zone Corner +I Zone Interior + Zone Corner + Zone4 Interior + Zones Corner + Zoned Interior + Zone Corner + Zone. 9 Interior + Zo 5 r + 4xone4 error Zones Corner + I - Zone Interior + I - Zone Corner + I - 61 ft +47.5 -47.5 +47.5 -87.0 +47.5 -47.5 +47.5 -87.0 +47.5 -47.5 +47.5 -87.0 +46.5 -46.9 +46.5 -84.6 +45.8 -46.4 +45.8 -82.6 +45.2 -45.9 X +4 .2 1 +44.6 .6 1 +44.6 -79.4 +43.7 -45.0 +43.7 -77.0 65 ft +48.0 -48.0 +48.0 -88.0 +48.0 -48.0 +48!0 -88.0 +48.0 -48.0 +48.0 -88.0 +47.1 -47.4 +47.1 -85.5 +46.3 -46.9 1 +46.3 -83.5 +45.7 46.4 -81.8 +45.1 -46. 1 +45.1 -80.3 +44.2 -45.5 1 +44.2 -77.9 70 ft +48.61-48.6 +48.6 -89.1 +48.6 48.6 +48.6 -89.1 +48.6 -48.6 +48.6 -89.1 +47.7 -48.0 +47.7 -86.6 +46.9 -47.5 1 +46.9 -84.6 +46.3 -47.0 +4 2.9 +4 -46.7 +45.7 -81.4 +44.8 46.0 +44.6 -78.9 75 ft +49.2 -49.2 +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 1 +49.2 -49.2 +49.2 -90.2 +48.3 48.6 +48.3 -87.7 1 +47.5 -48.0 1 +47.5 -85.6 1 +46.8 -47.6 +46. +46.3 -47.2 +46.3 -82.3 +45.3 -46.6 +45.3 -79.8 80 ft +49.8 -49.8 . +49.8 -91.2 +49.8 49.8 +49.8 -91.2 +49.8 49.8 1 +49.8 -91.2 +48.8 -49.1 +48.8 -88.7 +48.0 -48.6 +48.0 .86.6 +47.4 48.1 +47.4 -84.8 1 +46.8 47.8 +46.8 -83.3 +45.8 -47.1 +45.8 -80.7 85 ft +50.3 -50.3 +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +49.3 -49.6 +49.3 -89.6 +48.5 -49.1 +48.5 -87.5 +47.9 -48.7 +47.9 -85.7 +47.3 -48.3 +47.3 -84.2 +46.3 47.6 +46.3 -81.6 90 ft +50.8 -50.8 +50.8 -93.1 +50.8 -50.8 +515.8 -93.1 +50.8 -50.8 +50.8 -93.1 +49.8-50.1 +49.8 -90.5 +49.0 49.6 +49.0 -88.4 +48.3 -49.1 +48.3 -86.6 +47.7 -48.8 +47.7 -85.0 8 -48.1 +46.8 95ft +51.3 .51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3-940 . +50.3 -50.6 +50.3 -91.3 9.5 -50.1 +49.5 -89.2 48.8 -49.6 8.8 -87.4 48.29.2 48.2-85.8 I 4 +47.2 100 ft +51.7 -51.7 . +51.7-94.8 +51.7 .52.7 +51'.7 -94.8 +51.7 -51.7 +51.7 -94.8 +50.7 .51.1 +50.7 -92.2 +49.9 -50.5 +49.9 -90.0 +49.2 -50.1 ♦49.2 .88.2 +48.6 -49.7 +48.6 -86.6 +47.6 49.0 +47.6 -83.9 105 ft +52.2 -52.2 +52.2 -95.6 +52.2 -52.2 +52.2 .95.6 +52.2 -52.2 +52.2 -95.6 +51.2 -51.5 +51.2 -93.0 +50.3 -50.9 +50.3 -90.8 +49.6 -50.5 +49.6 .88.9 +49.0 -50.1 +49.0 .87.3 +48.0 ASIA +48.0 -84.6 110 ft +52.6 -52.6 +52.6 -96.4 +52.6 .52.6 +52.6 -96.4 +52.6 -52.6 +52.6 -96.4 1 +51.6 -51.9 +5L6 -93.7 +50.7 .51.4 +50.7 .91.5 +50.0 -50.9 +50.0 -89.6 +49.4 -50.5 1 +49.4 -88.0 +48.4 49.8 +48.4 -85.3 115 ft +53.0 -53.0 +53.0 -97.2 4&4 +53.0 -97.2 . +53.0 -53.0 +53.0 -97.2 1 +52.0 -52.3 1 +52.0 -94.4 +51.1 -51.8 +51.1 -92.2 +50.4 -51.3 +50.4 -90.3 +49.8-50.9 +49.8 -88.7 +48.8 -50.2 +48.6 -86.0 120 ft +53.4 -53.4 +53.4-9 +53.4 -53.4 +53.4 -97.9 +53.4 -53.4 +53.4 -97.9 +52.4 -52.7 +52.4 -95.1 +51.5 .52.1 +51.5 -92.9 +50.8 -51.7 +50.8 -91.0 +50.2 -51.3 1 +50.2 -89.4 +49.2 -50.6 +49.2 -86.6 125 ft +53.8 -53.8 +53.8 _7.9 -98.6 +53.8 -98.6 +53.8-53.9 +53.8 -98.6 +52.7 -53.1 +52.7 -95.8 +51.9 -52.5 +51.9 -93.6 +51.2 -52.0 +51.2 -91.7 +50.6 -51.6 1 +50.6 .90.0 +49.5 -50.9 +49.5 -87.2 130 ft +54.1 -54.1 +54.1 -99.3 +54.11-54.1 +54.1 -99.3 +54.1 .54.1 +54.1 -99.3 +53.1 -53.4 1 +53.1 -96.5 1 +52.2 .52.9 +52.2 -94.2 +51.5 -52.4 +51.5 -92.3 1 +50.9 -52.0 +50.9 .90.6 +49.9 -51.3 +49.9 -87.8 135 ft +54.5-54.5 +54.51-99.9 +54.51-54.5 +54.5 -99.9 +54.5 -54.5 +54.5 .99.9 +53.4-53.8 +53.4 -97.1 +52.6 .53.2 +52.6 -94.8 +51.9 -52.7 +51.9 -92.9 +51.2 -52.3 +51.2 -91.2 +50.2 -51.6 +50.21-88.4 140 ft +54.8 -54.8 +54.8 -100.5 +54.8 -100.5 +54,8 -54.8 +54.8 -100.5 +53.8-54.1 I +53.81-97.7 +52.9-53.6 +52.9 -95.4 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.8 +50.5-51.9 +50.5 -89.0 ft +55.2-55.2 +55.2 -101.2 +55.2-55.2 +55.2-101.2+55.2 -55.2 +55.2-101.2 + Q+544 +53.2 -53.9 +53.2 -96.0 +52.5 -53.4 +52.5 -94.0 +5L9-53.0 +51.9 -92.4 +50.8 -52.3 +50.8 -89.5345 150 ft +55.5 -55:5 +55.5 -301.6 +55.5 -55.5 +555 -301.8 +55.5 -55.5 +55:5 -101.8 +54.4 -54.8 +53.6 -59.2 +53.6 -96,6 +52.8 -53.7 +52.8 -94,6 +52.2 -53.3 +52:2 -92.9 +51.1 -52.6 +51.1 -90.0 155 ft +55.8 -55.8 +55.8 -102.3 +55.8 -55.8 +55.8 .102.3 +55.8 -55.8 +55.8 -102.3 +54.7-55.1 +51.4 -90,6 160 ft +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9+55.0-55.4 +55 0 +54.2-54.8 +54.2-97.7 +53.4-54.3 +53.4-95.7 +52.8 -53.9 +52.8-93.9 +51.7 -53.2 +51.7 -91.15.165 ft +56.4 -56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +564 -56.4 +56.4 -103.5 +55.3 -55.7 +55.3 -100.6 +54.5 -55.1 +54.1-98.2 +53.7 -54.6 +53.7-96.2 31-94 +520 -53.5 +52.01- 1 -56.0 +55.6 -101.1 3. 4.9+5.2 -9.. --5535..70 +52.2 _c_, t 175 ft +57.0-57.0 +57.0 -104.5 +57.0 -57.0 +57.0 -104.5 +55.9 -56.3 +55.9 -101.6 +54.3 -55.2 +54.3 -97.2 +53 536-954+2.5 52 -54.0 +52.5 -92.5 280 ft +57.3-57.3 +57.3 -105.0 +57.3 -57.3 +53 -105.0 +56.2 -56.6 +56.2 -102.1 +54.5 -55.4 +5.5-97.7 +53.91-55.0 +53.9-959+52.8-54.3 +52.8 -92.9 185 ft +57.61-57.6 +57.6 -105.5 +57.6 -57.6 +57.6-305.5 +56.5 -56.8 +56.5 -102.6 +54.8-55.7 +5.8 -98.1 +530 -54.5 +53.0-93.4 ft +57.8-57.8 +57.8 -306.0 +57.8-57.8 57.9 .0 +56.7-57.1 +56.7 -303.1 +55.0 -56.0 +55.0190 -98.6 +53.3 -54.8 r53.3 -93.8+195 ft +58.1 -59.1 +58.1 -106.5 +58.1-58.1 +5g.1 +57.0 -57.3 +57.0 -103.5 5 +55.3 -99.0 HE +53.5+53.5 -94.3 200 ft +58.4-58.4 +58.4 -107.0 +58.4 -58.4 4 +57.2 -57.6 +57.2 -104.0 5 +55.5 -99.5 Ln • Design conforms to the Florida Building Cade 6th Ed(2D37). F • Tabulated design wind loads are based on ASCE 7.10 specifications for C) components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria J noted herein (Basle Wind Speed, Exposure category, Risk Categary, etc.) shall be verified by the contractor & building official prior to construction. C • This speeifiratlon may be used in conjunction with engineeringunder LL separate certification(by this engineer or by others) using Allowable Stress Z Design(ASD). L) • Referee the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, N200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design wind speed (3-second gust). • Plus (+) & minus I.) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle 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 reef slopes; no reduction for roof slope S 10' has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of [height x width] or lht x fat / 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 building's least horizontal dimension or 40%of the mean roof height, but never less than 3'-0" or4%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 speclficatlon Is valid for use with buildings of any Risk Category, Including essential facilities and bulldings or other structures that represent a substantial hazard to human life In the event of failure. • Design Is based on structure classification as Enclosed Bldg Copyright @2018 Easy Seals rev 0118 Valid only with engineer's signature & Aiised seal 09 Christian Langl1hPE FL PE g67382 VAA Doc No. A10MS.: Customer: SMITH WorkOrder Number: 02152018005 N0301 Unit No. Wail Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -53.4 31.25 45.25 46 48.75 45.5 9"o.c. 9"o.c. 2 -53.4 208.375 97.25 208.375 97.25 94 6"o.c. 6"o.c. 3 -53.4 74.75 57.5 92 61 57.75 9'b.c. 9'b.c.