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Specifications \:".43A(‘ �C SW cCAN cj\kk N A Co: M No.: 190030.5• i� 1[�a Project: McDonald's#115 {p/ Location: Tigard, VV. NICHOLAS DEAL, P,E,� S,E, Code: 2014Oregon Structural Specialty Code/ASCE7 Designer: HASV Date: 6/13/20 STRUCTURAL CALCULATIONS FOR: McDonald's #11502 Tigard, OR CALCULATION PACKET STRUCTURAL �E •R � ,i 1.,, —°P 7 `..'�`� O JOB INFORMATION ��'/ E•'p ti Comm.No.: 190030.144 Fl 13 A�° &I f Li Project: McDonald's#11502 // l City: Tigard OREGON State: OR Building Code: 2014 Oregon Structural SpeckG!i^/ 13,"2-13 �Q� Loads Based On: ASCE 7-10 V/CHOLAS 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.: 170000.00 Project: Tei , NAB ! Location: Knoxville,TI Code: 2012 IBC/ASCE 7-1 Designer: Date: 4/3/201 WIND DATA Building Code 2014 Oregon Struct Importance Factor,I 1.0 Base Pressure,y(gh/Kh) 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,Krt 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 Mark Used Type Wall Type Allow. Allow. Anchor Wood 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 1 1/4 -- Refer to manufacturers specifications for minimum reqs' 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: - 0 psf Description 42"LOGO #of Fasteners 5 Interior Application: No.. Loads Fastener Analysis Height Width Weight Area Weight Top ghGCP Pullout Fastener #of Fasteners Required Used Section Location Elevatio GC, 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 -1.3S -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.: 170000.00 • MBIProject: Tei Location: Knoxville,TI Code: 2012 IBC/ASCE 7-1 Designer: Date: 4/3/201 WIND DATA Budding Code 2014 Oregon Struct Importance Factor,I 1.0 Base Pressure,y(gh/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,Kh 0.90 Exposure Category C ASD Wind Load Factor,y 0.6 Velocity Pressure,yqh 14.2 psf FASTENER DATA Mark Used Type Wall Type Allow. Allow. Anchor Wood 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 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#3-MOUNTED VIA RACEWAY TO WALL Description 24"WORDMARK #of Fastener Pairs 7 #of Fasteners 14 I Interior Application: No Loads Fastener Analysis Height Width Weight Area Weight Top ghGC Pullout Fastener #of Fastener Pairs Used Section Location GC ft ft psf sf lbs ft " psf lbs Mark Shear I Pullout I Governs Yes/No Status -- 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 Racew ylnputParameters Rac ui P e ayPry�Pctton �l�=_ -- - 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 Raceway Depth,B 0.33 ft Pullout Along Bottom Row 96 lbs (-J 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 III H D C A B • STRUCTURAL CALCULATIONS FOR: PLAYPLACE LETTERS Comm No.: 170000.00 , MBIProject: Tei Location: Knoxville,TI Code: 2012 IBC/ASCE 7-1 Designer: Date: 4/3/201 WIND DATA Building Code 2014 Oregon Struct Importance Factor,I 1.0 Base Pressure,y(gh/Kh) 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,i 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 PLAYPLACE ri of Fastener Pairs 4 U of Fasteners 8 I Interior Application: No i Loads Fastener Analysis Height Width Weight Area Weight Top ghGC Pullout Fastener 8 of Fastener Pairs Used Section Location GC° ° 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 2.4 11.6 5 28 142 17.4375 -1.24 -17.7 500 2 1 3 3 Yes OK 2 0.0 0.0 5 0 0 17.4375 -1.40 -19.9 0 3 1 3 3 Yes OK 3 0.0 0.0 5 0 0 17.4375 -1.40 -19.9 0 4 1 3 3 Yes OK 4 Top of Sign 0.0 0.0 5 0 0 17.4375 -1.40 -19.9 0 5 1 3 3 Yes OK Totals 2.4 11.6 28 142 500 6 No Not Used Raceway Input Parameters ____ Raceway PryMg 4st(a2nnaiats fi.cewryoa - - - Sign Height,H 2.44 ft Pullout Along Top Row 721 lbs (+)Denotes Pullout Sign Depth,A 0.33 ft Per Fastener Along Row 180 lbs r 4- Raceway Depth,B 0.33 ft Pullout Along Bottom Row -221 lbs (-)Denotes Compression Raceway Height,C 0.68 ft Per Fastener Along Row -55 lbs Fastener Row Spacing,D 0.79 ft Lower Row from Base,E 0.22 ft Total Shear Along Each Row 142 lbs P Raceway Length 11.61 ft Per Fastener 18 lbs ♦- H 4_1117, D C vr 4 -- 4 IF Z ♦_I 1 014 A B