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Report (9) /'2€ /s'- oSvy cec-s"'a S w vS 0,1 WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the design of the connection of the wall sign to the existing structure only RECEIV„, Input Data: k_ ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) B NOV 12 2015 Exposure Category= B Ridge Height,hr= 30.00 ft.(hr>=he) p q��/ g g�`��g Eave Height,he= 30.00 ft.(he<=hr) CITV E li�1F g$ Building Width= 200.00 ft.(Normal to Building Ridge) BUILDING DIVISION Building Length= 200.00 ft.(Parallel to Building Ridge) L Roof Type= Monoslope (Gable or Monoslope) Plan Topo.Factor,Kzt= 1.00 — Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N Effective Area,Ae= 10 ft2 (Area Tributary to C&C) hr he Resulting Parameters and Coefficients: L Elevation Roof Angle,0= 0.00 deg. Mean Roof Ht.,h= 30.00 ft.(h=he,for roof angle<=10 deg.) tED PROFFss I N Wall External Pressure Coefficients,GCp: �� P_ GCp Zone 4 Pos.= 0.90 72525P- GCp Zone 5 Pos.= 0.90 GCp Zone 4 Neg.= -0.99 GCp Zone 5 Neg.= -1.26 \`• :'- y �o If z<=15 then: Kz=2.01*(15/zg A(2/a), If z>15 then: Kz=2.01*(z/zg)A(2/a) PIFs */0 s ��P a= 7.00 (Note:z not<30'for Exp.B,Case 1) /�' EPH MP zg= 1200 Kh= 0.70 (Kh=Kz evaluated at z=h) EXPIRES:12-31-2016 Velocity Pressure: qh= 13.17 psf qh=0.00256*Kh*Kzt*Kd*VA2*0.6 (qz evaluated at z=h) Wall Pressure for Anchor Design (allowable) Design Net External Wind Pressures: F= -13.04 psf Sign Dead Load= 4.00 psf(max) Fastener Capacities: Tc= 195 lb Vc= 140 lb offset= 0.00 in o.d.of spacer= 0.00 in Max trib.area= 10.48 ft2 =1/(((-13.04*-1)/1951b+4/140lb) Provide 0.375"dia.rod with Hilti Toggler for every 10.48 sqft.of trib, ANCHORS AT 4'O.C.AT PERIMETER OF CABINET 30'-2 1/16"EEpil • v I I L Sleep Train Wall Sign 151251 9570 SW Barbur Blvd Project Name Project# Suite One Hundred 6450 Portland,OR 97219 ,..6699'SW Bonita Road, Tigard, Oregon Mih Location Client Ramsay Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM ) 10/21/15 1 of3 www.miller-se.com By — Ck'd Date Page ENGINEERS GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. Gp PROFess/0 72525P I 9l4oe , Fs✓�,EPHMP�o EXPIRES:12-31-2016 Sleep Train Wall Sign 151251 9570 SW Barbur Blvd Project Name Project# Suite One Hundred Portland,OR 97219 6600 SW Bonita Road, Tigard, Oregon Location Client Ramsay Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM ff-p_10 10/21/15 2of3 www.miller-se.com By Ck'd Date Page ENGINEERS • DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH EXPOSURE B ANCHORAGE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR. ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER ALLOY.A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2.WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL.WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS.ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. ��GDtPRON ./6, 72525P • - .P •- y ,�o Fs✓�,EPH MP�o EXPIRES:12-31-2016 at 9570 SW Barbur BlvdProject Name Sleep Train Wall Sign 151251 Suite One Hundred Portland,OR 97219 6600 SW Bonita Road, Tigard, Oregon Project# Location Client Ramsay Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM .) 10/21/15 3013 www.miller-se.com By Ck'd Date Page ENGINEERS