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Components do Cladding - Method 1 <br />h < 60 ft. <br />Figure 30.5-1 <br />F Net Desigh Wind Pressures <br />Walls & Roofs <br />Enclosed Buildings <br />ZONE <br />EFFECTIVE <br />MIND AREA <br />(SO. FT.) <br />Net Ultlmete Design WffW i'ne aim pw QnQ Pin s,a r rt no - u) A50- 0,01MIN hate OMW am) <br />Basic Wind Speed V (mph) <br />130 <br />140 <br />145 <br />150 <br />160 <br />1 <br />10.0 <br />14.3 -35.3 <br />0 <br />^ <br />1 <br />20.0 <br />13.4 -34.4 <br />1 <br />50.0 <br />12.3 -33.2 <br />(3) <br />C <br />1 <br />100.0 <br />11.4 -32.3 <br />Q <br />2 <br />10.0 <br />14.3 -59.2 <br />4- <br />0 <br />O <br />2 <br />20.0 <br />13.4 -52.9 <br />2 <br />50.0 <br />12.3 -44.5 <br />2 <br />100.0 <br />11.4 -38.2 <br />3 <br />10.0 <br />14.3 -89.0 <br />3 <br />20.0 <br />13.4 -73.8 <br />3 <br />50.0 <br />12.3 -53.5 <br />3 <br />100.0 <br />11.4 -38.2 <br />1 <br />10.0 <br />20.3 -32.3 <br />t^u <br />I <br />1 <br />20.0 <br />18.5 -31.4 <br />IS <br />1 <br />50.0 <br />16.1 -30.2 <br />d <br />1 <br />100.0 <br />14.3 -29.3 <br />2 <br />10.0 <br />20.3 -56.2 <br />'+- <br />O <br />2 <br />20.0 <br />18.5 -51.7 <br />IX <br />2 <br />50.0 <br />16.1 -45.7 <br />2 <br />100.0 <br />14.3 -41.2 <br />3 <br />10.0 <br />20.3 -83.1 <br />3 <br />20.0 <br />18.5 -77.7 <br />3 <br />50.0 <br />16.1 -70.5 <br />3 <br />100.0 <br />14.3 -65.1 <br />1 10.0 <br />32.3 -35.3 <br />v <br />I <br />1 <br />20.0 <br />31.4 -33.5 <br />i, <br />CU <br />1 <br />50.0 <br />30.2 - 31.1 <br />1 <br />100.0 <br />29.3 -29.3 <br />d <br />c <br />2 <br />10.0 <br />32.3 -41.2 <br />< <br />2 <br />20.0 <br />31.4 -39.4 <br />0 <br />2 <br />50.0 <br />30.2 -37.1 <br />2 <br />100.0 <br />29.3 -35.3 <br />3 <br />10.0 <br />32.3 -41.2 <br />3 <br />20.0 <br />31.4 -39.4 <br />3 <br />50.0 <br />30.2 -37.1 <br />3 <br />100.0 <br />29.3 -35.3 <br />4 <br />10.0 <br />35.3 -38.2 <br />4 20.0 <br />33.7 -36.7 <br />4 <br />50.0 <br />31.6 -34.6 <br />4 <br />100.0 <br />30.0 -33.0 <br />d <br />4 <br />500 <br />26.3 -29.3 <br />5 <br />10.0 <br />35.3 -47.2 <br />5 <br />20.0 <br />33.7 -44.0 <br />5 <br />50.0 <br />31.6 - 39.8 <br />5 <br />100.0 <br />1 30.0 - 36.7 <br />5 <br />500 <br />26.3 -29.3 <br />1"",,,III'■Il,ll,ll.11,Lill' <br />TRANSVERSE ELEVATIM LONGITUDINAL ELEVATION <br />APPLICATION OF MAIN WIND FORCE RESISTING <br />SYSTEM LOADS FOR SIMPLE DIAPHRAGN BUILDINGS <br />TABLE 1609.3.1 <br />EQUIVALENT BASIC WIND SPEEDS <br />3 sec. <br />gust <br />85 <br />90 <br />100 <br />105 <br />110 <br />120 <br />125 <br />130 <br />140 <br />145 <br />150 <br />fastest <br />110 <br />115 <br />129 <br />135 <br />142 <br />155 <br />161 <br />168 <br />181 <br />187 <br />194 <br />Mite <br />1 mph - 9.447 Ns <br />Main Wind Force Resisting <br />System - <br />Method 2 <br />h S <br />60 ft. <br />Figure 28.6-1 <br />Design Wind Pressures <br />Walls <br />&Roofs <br />Enclosed Buildings <br />p <br />31"'Pllfted Design Wind Pre5&"- 16 (p5f) <br />f'ftr�f Al M M aoJ&, SM LA WM A4.0) <br />A50- 0.Mftmate 0et+gn VM) <br />Basic <br />Roof <br />Zones <br />Wind <br />Speed <br />Angle <br />o <br />Horizontal Pressures <br />Vertical Pressures <br />Overhangs <br />(mph) <br />(dW.) <br />A <br />8 <br />c <br />D <br />E <br />F <br />G <br />H <br />G <br />H <br />0 to 51 <br />1 <br />31.1 <br />-16.1 <br />20.5 <br />-9.8 <br />-37.3 <br />-21.2 <br />-26.0 <br />-1&4 <br />-52.3 <br />-40.9 <br />Icr <br />1 <br />3A7 <br />-14.5 <br />213 <br />-&5 <br />-37.3 <br />-22.8 <br />-26.0 <br />-17.5 <br />-52.3 <br />-40.2 <br />15• <br />1 <br />1 39.0 <br />-129 <br />26.0 <br />-7.4 <br />-37.3 <br />-24.2 <br />-26.0 <br />-1&8 <br />-523 <br />-40.9 <br />140 <br />20' <br />1 <br />43.0 <br />-11.4 <br />2&7 <br />-6.3 <br />-37.3 <br />-26.0 <br />-26.0 <br />-19.7 <br />-52.3 <br />-40.9 <br />2S• <br />1 <br />2 <br />39.0 <br />....... <br />6.3 <br />...... <br />2&2 <br />...... <br />6.4 <br />...... <br />-17.3 <br />-6.6 <br />-23.6 <br />-12.8 <br />-125 <br />-1.8 <br />-19.0 <br />-8.2 <br />-32.3 <br />...... <br />-27.5 <br />...... <br />3W I. 4W <br />1 <br />2 <br />35.0 <br />35.0 <br />23.9 <br />23.9 <br />27.8 <br />27.8 <br />19.1 <br />19.1 <br />27 <br />13.4 <br />-21-2 <br />-10.5 <br />0.9 <br />11.7 <br />-1&2 <br />-7.5 <br />-723 <br />-123 <br />-14.0 <br />-14.0 <br />Roof Overhang Net Design Wind Pressure, p .,Jp50 <br />Yia•'•• r A. +°a. M - "I A50- 0.QUIb note Deelge MM) <br />Basic Wind Speed V (mph) <br />EFFECTIVE <br />ZONE <br />MIND AREA <br />(30. FT.) <br />130 <br />140 <br />150 <br />160 <br />2 <br />10 <br />-50.8 <br />I <br />2 <br />20 <br />-49.9 <br />0 <br />^ <br />2 <br />50 <br />-48.7 <br />Go <br />2 <br />100 <br />-47.8 <br />a <br />3 <br />10 <br />-83.7 <br />3 <br />20 <br />-65.7 <br />O <br />O <br />IX <br />3 <br />50 <br />-41.9 <br />3 <br />100 <br />-23.9 <br />2 <br />10 <br />-65.7 <br />to <br />2 <br />20 <br />-65.7 <br />2 <br />50 <br />-65.7 <br />Or <br />ap <br />2 <br />100 <br />-65.7 <br />a <br />3 <br />10 <br />-110.6 <br />4- <br />8 <br />3 <br />20 <br />-99.8 <br />3 <br />50 <br />-85.5 <br />3 <br />100 <br />-74.7 <br />2 <br />10 <br />-59.8 <br />2 <br />20 <br />-58.0 <br />tu <br />2 <br />50 <br />-55.6 <br />g, <br />2 <br />100 <br />-53.8 <br />o� <br />C <br />3 <br />10 <br />-59.8 <br />3 <br />20 <br />-58.0 <br />0 <br />0 <br />3 <br />50 <br />-55.6 <br />3 <br />100 <br />-53.8 <br />• <br />a>_aaaa�aa>•aaa>•a>•a�a�a>• <br />a>•��a>•a�aa>• <br />aa>•a>_aw��aa>•aa>• <br />, . <br />• <br />al•alalala1a1a1alaal��er <br />a>•�a�aa>_�a>•�aa� <br />�a1� <br />a>_aaaa>•a>•a>_aa�s,aaw�a� <br />a>_a>_a>•aaw�a��aa>•� <br />� <br />a>• <br />aa>• <br />a>• <br />a1� <br />a� <br />aa>• <br />�a>•aa�aa�aw��aa>•a>_a>• <br />� <br />a>. <br />aaa� <br />aa>• <br />a>• <br />aa� <br />aa>• <br />a>_aaaa�a>•a>_��aa>•� <br />�aa�aa>•a�a�aa>•� <br />i <br />aaaa>_aa>• <br />a>• <br />a>• <br />aa� <br />a� <br />aa>• <br />� <br />��aaa>•aa>•a>.aa�a� <br />i <br />alaaaaraaaa� <br />a>• <br />�aa� <br />s, <br />aa>• <br />a. <br />• <br />• <br />ann>•aa�� <br />Q <br />siaal•aa1 <br />a>•�a>. <br />� <br />-�•��al•al•aaa�aal <br />, <br />�� <br />aa>• aa>_ aa� <br />a>• <br />aa>• <br />a>• <br />-al•��aal�aaal <br />.7 <br />A <br />A50- 0.641Ibrrwte Dewy VM) <br />NOTES: <br />Adjustment Factor <br />for Building Height and Exposurek <br />MEAN ROOF <br />height(fee) <br />EXPOSURE <br />B <br />15 <br />1 <br />1 <br />21 <br />20 <br />1 <br />1 <br />29 <br />25 <br />1 <br />1 <br />35 <br />30 <br />1 <br />1 <br />40 <br />35 <br />1 <br />5 1 <br />45 <br />40 <br />1 <br />9 1 <br />49 <br />45 <br />112 <br />153 <br />50 <br />116 <br />1 <br />56 <br />55 <br />1 119 <br />1 <br />59 <br />60 <br />1 1 <br />2 1162 <br />-IG N YY r.1- MIr M .eF� M Mlw NwIA wl <br />1. Fastners to Comply W/ 2017 FBC, 6th Edition, CHAPTER 5 Requirements for 140 mph winds. <br />2. Shaded area of Trusses Denotes Roof Sheating Diaphrom Fastner Requirement 0 Gable Ends <br />3. Refer to Gableend Section in Refernce to Diophram <br />4. All Connections From Fig. to Lintel to be in Compliance with FBC Section 1609 Requirements <br />5. Drawings Are Not to be Scaled <br />6. Contractor is Responsible For any Discrepencies in Drawings <br />7. If Lumber Shows Signs of Cracking When Nailing, Pre Drill For Nails or <br />Use Self Tapping Fastners. <br />8. Contractor to Use The Greater of Loads of the Truss Manufacture's Colculactions <br />or the Loads on These Drawings Calculated by the Engineer. <br />9. Structural Details and Plans Are For New Construction Only. These Plans <br />Do Not Update Existing Conditions of The Existing Structure. Therefore Signing <br />And Sealing of These Plans Are Restricted to New Construction. <br />10. Category II <br />11. Wind Exposue C, Low Rise Bulidings <br />12. Internal Pressure Coefficent GCpi = t0.18 <br />13. Components do padding: Design With A Velocity Pressure qh based <br />On Highest Wind Loads 0 The Site p=q(GCp)-gi(Gpi) (#/ft') <br />14. PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF SHEATHING: <br />For panels 16-24' wide, double ftlip the side adjacent to the full width <br />of the panel, none required at ridge or hip. <br />For Panels 12-16' wide, lumber only blocking (2x4) flat wise or edgewise <br />on the side adjacent to the full width panel. None is required at a ridge or hip. <br />For panels 12 wide or less, lumber only blocking (2x4) flat wise or edgewise <br />on both panel edges. <br />--1 10 20 30 100 200 wo 1000 <br />UMTIVE NIND N"ft* <br />WALL COEFFICIENTS, COMPONENTS & CLADDING <br />(Enclosed Bulldincis) <br />END ZONE NAILING AREAS <br />N.T.S. <br />ELT'rolzwlLol;lim'•• <br />MAIN WIND FORCE LOADING DIAGRAM <br />00 <br />IF325CWM <br />FWA DFWA D62 <br />SIKCRMDEM BY: <br />FEELITA ENGINEERING <br />RUSSELL FERUTA <br />P.E./ 47075 <br />4221 N. Florida Ave. <br />PHONE (eA�� 500 <br />ENGINEERING <br />r9ner <br />e: <br />SWLP <br />own By. <br />Scale: <br />LP <br />See Plan <br />ad By. <br />Project No. <br />RAF <br />WIND CHARTS <br />I REVISION I <br />