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Stairwell Roof Attachment Plan <br /> xample Applications <br /> Load Assumptions: 0.93• 41/4 <br /> 11 <br /> Wind Exposure "C'• — 0 0 ® — (23 <br /> WindSpeed 110 mph — _ 3211 Martin Luther King Jr Way S. <br /> Attachment Spacing 3 feet ® Seattle,WA 98144(206)707-9937 <br /> Roof Type: Corrugated e ® _ <br /> Racking Weight: 76 lbs ze' \SlottedX Hol <br /> Total Weight: 566 lbs — p _ es lI . t Hole <br /> Weight/ Attachment: 21.8 lbs = <br /> Distributed load: 2.63 PSF — o e e I � <br /> M l <br /> -4-----„_______4... (4x)8mm _ +,. <br /> — 0 e — 0.80'• --" Thru Hole _ a <br /> (20.32 mm) 4� 4 ✓i <br /> \(50 m)OSE" I l000.01, <br /> �• — 55 mm) ! ` — THIS DRAWING CONSTITUTES THE <br /> © O \ CONFFIDENTIAL INFORMATION OFA&R SOLAR <br /> © 8 1 19.81 mm) <br /> AND ITS RECEPTOR POSSESSION DOES NOT <br /> Z ' 1 114.73 mm) -- '— OR CONFERE ANY RIGHT IN OR LICENSEE TO USE IT <br /> N <br /> t •- OR THE INFORMATTION DISCLOSED HEREIN <br /> `• S <br /> Q — _ '' 249" i .16O" --� All pre-punched holes must be used to achieve DRAWING DRNOR ANY IANY PART HGHT TO PROEDINCWITHE OUT <br /> I'�(10.16 mm) 1,75•• l,I THE WRITTEN CONSENT OF A&R SOLAR. <br /> (83.25 mm) '-- —�__�� �) As�(44.45 mm) 1_} <br /> - © e e e - Factory-Applied tested strength. Fasteners included. <br /> EPDM Rubber Gasket <br /> N <br /> C <br /> Ballasted Roof Attachment Plan (Example) 0 <br /> NOTE ARRAY'OIMENSIGNS WILL VARY BASED GN fa <br /> MODULE WIDTH&LENGTH. <br /> North of Western-Most Sub Array I.-- - --- c(/) ,--1 <br /> 1 2 3 4 5 6 7 8 _��J �I_ Slip-Sheet Size: til 0 p CO <br /> �� • <br /> ° I 24" x 24" L I-n -p <br /> 2 2 2 2 2 2 2 ; �,i �. 1 (D <br /> 1 I N N N N _— I LnO <br /> 2 2 z 2 © �z 2 2 12 :�j ; �: r I D m <br /> 2 I N JI N N N I N IL N IN IN _ Mil � - • JIK_ _Ii ^ �LID <br /> +� <br /> 2 I!I 2 7 la 2 1 2 2 �� 2 i 2 1 :l 2 � 2 ;��r :�. _ �o t CD <br /> 3 I N N N N N II N I N II N cylM <br /> 2 I 2 1 2 2 2 2 1. -I 2 L. ' t 2 `; 2 I- W <br /> 4 I N II IM--1711 ._ N N A[1 N I N I N r. . <br /> 2 2 I 2 I 1 2 �. 2 2 yv.Iii 2 2 © ( � �= u i �---- <br /> 5 L N I I n N r N -[ N N — I I ___. Q) <br /> 11 <br /> 2 2 2 2 1' 2 1-4 2 2 f _ — 1- - I-�A l 'I_I 01 II �0 <br /> j � <br /> tun It. nag �lt� I.AA <br /> 2 2 2 I 1.. <br /> REVISIONS <br /> Rev. #: Date: <br /> 1 Oct 18, 2018 <br /> 2 ++ Standard corner bay with CMU block count - <br /> 2 1 Supplemental bay with CMU block count <br /> N Module with north wind deflector(for uplift) <br /> Designed by: Daniel H. <br /> S Module with south wind deflector(for fire requirements-type 2) PM: Andrew Houle <br /> (262) 331-0485 <br /> NS Module with both deflector types Current Date:Oct 18, 2018 <br /> PV-A2 <br /> yr-eiii 3 Attachment <br /> Plan Roof-Toa <br />