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Specifications /2070 ,C141/MIA/ Sld 811/9.2019-0/56 9 Comm No.: 190030.1 Project: McDonald's#46 Location: Tigard, Code: 2014 Oregon Structural Specialty Code/ASCE 7- W. NICHOLAS DEAL, P.E., S.E. SPECIAL ''',_ : ''', ' D.signerr: W71, 'RA : 13,42,0. '.` -!-') !1 vAuor05 PERMIT State of Orox,,,,,i, .,-..i. i..,,,, ,,: ,s,,„ .,,, :i.,,,;-•.,,,, rt - - NWT THE ISSUANCE OF A PcETIoN BASED ON 0 Concrete a DOCU BoItr: r,:,i.t°iiInt-,',, •, - SHALL A MENTS AND OTH .i. CONSTRU ER N oT pf4EVEN DATA S' &pcM0114:44-: THE 1CR Di NDGETC:4FEF ciCol RL "RFERcOT i4C)N , ..Anct z:i1-' RE OF ERRORS.OSSC 105. 0 0 HIL„,;-,-- --T., ,,; •..: -: , 0 Str,,,,,,:.-..•,: .., , - 0 si-,i,o,,,:,,,,,, .;,;,: , • ; .:.,!..,,,. mallei.,,,,,, 0 p!i,,',,I•$.onot,t, -,,,,,, ,, „'• ,::iliSSOn3 0 S;lottrete STRUCTURAL CALCUL TIONS,FQR;„ ;,, o.A —..ir; utail. McDonald, :Re sl MI ffor Vs Tigard, OR ' -- -----"'"-- CALCULATION PACKET OFFICE COPY STRUCTURAL _.----) - /-------7 70 P9 / 4.11C1-, `5)0 /// 'f ''• i 1- JOB INFORMATION / /lr - fr ' PE '.. Comm.No.: 190030.145 / Project: McDonald's#4626 ' OREGON City: Tigard t, •• ,\\ State: OR "b/3,2-') \/ nY'' Building Code: 2014 Oregon Structural Speck •/1/1CHOLAS‘' Loads Based On: ASCE 7-10 Designer: HASV Date: 6/13/2019 EXPIRES: 12/31/19 Doing Business As: WND W.NICHOLAS DEAL,PE,SE LIC.NO.85443PE STRUCTURAL CALCULATIONS FOR: 42" WALL ARCH Comm No.: 170000.001 MBIProject: Test Location: Knoxville,TN Code: 2012 IBC/ASCE 7-10 Designer: Date: 4/3/2019 WIND DATA Building Code 2014 Oregon Struct Importance Factor,I 1.0 Base Pressure,y(qh/Khl 15.8 psf Wind Load Criteria ASCE 7-10 Directionality Factor,Kd 0.85 Mean Roof Height,h 20 ft Wind Speed,V 110 mph Topography Factor,K„ 1.0 Exposure Coefficient,Ki, 0.90 Exposure Category C ASD Wind Load Factor,y 0.6 Velocity Pressure,yqh 14.2 psf FASTENER DATA Used Allow. Allow. Anchor Wood Mark Yes/No Type Wall Type Shear Pullout Embed Thicknes Notes 1 Yes 3/8"Liberty Anchor Masonry(Hollow),Wood,Cold-Form Steel 300 300 -- -- 2 Yes 3/8"Lag Bolt Wood 200 300 3 3 3 Yes 3/8"Hilti HLC Anchor Masonry&Clay brick 300 300 1 1/4 -- Refer to manufacturers specifications for minimum req's 4 Yes 3/8"Thru Bolt Masonry(Hollow),Wood,Cold-Form Steel 300 300 -- -- 5 Yes 3/8"Expansion Bolt Masonry(Filled),Concrete 300 300 5 -- 6 No None None 0 0 -- -- -- WALL SIGN#1-FLUSH MOUNT TO WALL Wind Pressure Override:I 0 psf Description 42"LOGO #of Fasteners 5 Interior Application:I No Loads Fastener Analysis Section Location Height Width Weight Area Weight Top GC q GCP Pullout Fastener #of Fasteners Required Used Elevatio a Force Status Mark Yes/No ft ft psf sf lbs ft . psf lbs Shear I Pullout I Governs -- Ht.Above Grade 15.0 -- -- -- -- 15 -- -- — 1 1 1 1 Yes OK 1 Base of Sign 3.5 4.0 5 14 70 18.5 -1.35 -19.2 269 2 1 1 1 Yes OK 2 0.0 0.0 5 0 0 18.5 -1.40 -19.9 0 3 1 1 1 Yes OK 3 0.0 0.0 5 0 0 18.5 -1.40 -19.9 0 4 1 1 1 Yes OK 4 Top of Sign 0.0 0.0 5 0 0 18.5 -1.40 -19.9 0 5 1 1 1 Yes OK Totals 3.5 4.0 14 70 269 6 No Not Used STRUCTURAL CALCULATIONS FOR: 24" WORDMARK Comm No.: 170000.001 MBIProject: Test Location: Knoxville,TN Code: 2012 IBC/ASCE 7-10 Designer: Date: 4/3/2019 WIND DATA Building Code 2014 Oregon Struct Importance Factor,I 1.0 Base Pressure,y(qh/Khl 15.8 psf Wind Load Criteria ASCE 7-10 Directionality Factor,Kd 0.85 Mean Roof Height,h 20 ft Wind Speed,V 110 mph Topography Factor,K,t 1.0 Exposure Coefficient,Kh 0.90 Exposure Category C ASD Wind Load Factor,y 0.6 Velocity Pressure,yqh 14.2 psf FASTENER DATA Used Allow. Allow. Anchor Wood Mark Type Wall Type Notes Yes/No Shear Pullout Embed Thicknes 1 Yes 3/8"Liberty Anchor Masonry(Hollow),Wood,Cold-Form Steel 300 300 -- -- 2 Yes 3/8"Lag Bolt Wood 200 300 3 3 3 Yes 3/8"Hilti HLC Anchor Masonry&Clay brick . 300 300 11/4 -- Refer to manufacturers specifications for minimum req's 4 Yes 3/8"Thru Bolt Masonry(Hollow),Wood,Cold-Form Steel 300 300 -- -- 5 yes 3/8"Expansion Bolt Masonry(Filled),Concrete 300 300 5 -- 6 No None None 0 0 -- -- -- WALL SIGN#3-MOUNTED VIA RACEWAY TO WALL Description 24"WORDMARK ti of Fastener Pairs 7 8 of Fasteners 14 I Interior Application:I No Loads Fastener Analysis Section Location Height Width Weight Area Weight Top GC ghGCp Pullout Fastener #of Fastener Pairs Used Status ft ft psf sf lbs ft ° psf lbs Mark Shear I Pullout I Governs Yes/No -- Ht.Above Grade 15.0 -- -- -- -- 15 -- -- -- 1 1 3 3 Yes OK 1 Base of Sign 2.0 16.4 5 33 164 17 -1.22 -17.3 569 2 1 3 3 Yes OK 2 0.0 0.0 5 0 0 17 -1.40 -19.9 0 3 1 3 3 Yes OK 3 0.0 0.0 5 0 0 17 -1.40 -19.9 0 4 1 3 3 Yes OK 4 Top of Sign 0.0 0.0 5 0 0 17 -1.40 -19.9 0 5 1 3 3 Yes OK Totals 2.0 16.4 33 164 569 6 No Not Used Raceway Input Parameters Raceway Prying Action Analysis Raceway Dimension Diagram Sign Height,H 2.00 ft Pullout Along Top Row 665 lbs (+)Denotes Pullout Sign Depth,A 0.33 ft Per Fastener Along Row 95 lbs r ~ Raceway Depth,B 0.33 ft Pullout Along Bottom Row -96 lbs (-)Denotes Compression Raceway Height,C 0.68 ft Per Fastener Along Row -14 lbs Fastener Row Spacing,D 0.79 ft Lower Row from Base,E 0.22 ft Total Shear Along Each Row 164 lbs P Raceway Length 16.41 ft Per Fastener 12 lbs -41- H ♦_ Z D C ♦ -Z 1 II/ II. A B