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Home My WebLink AboutPLANS - 21-00586 - Just4Kids Pediatric Urgent CareWH U.C. Refr. 'EZ>EKd^ ϭ͘h/>/E'W^,>>WZͲdZd&KZdZD/dKEdZK>WZ/KZdKWKhZ/E' K&d,h/>/E'Ζ^KEZd^>͘>K>h/>/E'KZYh/ZDEd^&KZ dZD/ddZdDEd&KZEtKE^dZhd/KEDh^d&K>>Kt͘ Ϯ͘hE>^^EKdKd,Zt/^͕>>&>KKZW>E/EdZ/KZt>>/DE^/KE^Z& K&&/E/^,t>>dK&K&&/E/^,t>>͘ ϯ͘hE>^^EKdKd,Zt/^͕>>&>KKZW>EydZ/KZt>>/DE^/KE^Z &ZKDKhd^/&K&>K<dKKhd^/&K&>K<͘ ϰ͘hE>^^EKdKZ^,KtEKd,Zt/^͕KKZ^ZdK>KdϰͲϭͬϮΗK&&K& :Ed&/E/^,t>>^hZ&͘ ϱ͘WZKs/&/ZZdZEddZd;&ZdͿtKK&ZD/E'͕>K</E'͕d͘t,Z /E/dd,ZKh',Khdd,Ed/Zh/>/E'W>E^d͘ ϲ͘KEdZdKZ/^Z^WKE^/>&KZD/Ed/E/E'ZYh/Z&/ZͲZd/E'E&/ZͲ WZKK&/E'^z^dD^/E>>/E^dE^͘ ϳ͘KEdZdKZdKWZKs/&/Zyd/E'h/^,Z^^ZYh/Z͘WZKs/>K</E' ^ZYh/Z͘sZ/&zYhEd/dzE>Kd/KE^t/d,>K>K&&//>^͘ ϴ͘^hKEdZdKZ^^,>>Z^WKE^/>&KZd,>EͲhWK&d,h/>/E'&KZ d,/ZZ^Wd/sdZdd,KDW>d/KEK&tKZ<,z͘d>>d/D^ ZDKst^dDdZ/>͕dZ^,͕EZ/^E/^WK^K&>'>>z͘ ϵ͘KKZ/Edh/>/E'W>E^t/d,/s/>W>E^͘/&/^ZWE/^Z&KhE͕ EKd/&zZ,/dd&KZ>Z/&/d/KE͘ ϭ͘ϭ Ϯ ϭ͘ϭ ϭ͘ϭ ϭ͘ϭϭ ϯ ϰ ϱ͘Ϭ ϭ ϱ͘Ϭ Ϯ ϱ͘ϭ ϭ ϱ͘ϭ Ϯ ϱ EKd͗Z&ZdKyͲZz sEKZΖ^W>E&KZ KEdZK>t>>>Kd/KE E/DE^/KE^͕ Yh/WDEdE >Kd/KEK&>>/E/E'͘ ϴ͘ϭ ϳ ϱ͘Ϭ ϳ ϴ͘ϭ Ϯ ϴ͘ϭ ϯ ϮΖͲϬΗ ϮΖͲϱϭͬϮΗ ϲΖͲϴΗ ϮϬΖͲϴΗ ϲΖͲϴΗ ϳΖͲϰΗ ϱΖͲϬΗ ϮϳΖͲϰΗ ϱΖͲϬΗ ϰΖͲϰΗ ϯΖͲϰϭͬϮΗ ϭϭΖͲϭϬΗ ϮΖͲϬΗ ϭϬϰΖͲϴΗ ϮΖ Ͳ Ϭ Η ϭΖ Ͳ Ϭ Η ϰΖ Ͳ Ϭ Η ϭΖ Ͳ ϰ Η ϰΖ Ͳ Ϭ Η ϭΖ Ͳ Ϭ Η ϮΖ Ͳ Ϭ Η ϱΖ Ͳ ϰ Η ϱΖ Ͳ Ϭ Η ϭϴ Ζ Ͳ ϰ Η ϮΖ Ͳ Ϭ Η ϮΖͲϬΗ ϮΖͲϲΗ ϲΖͲϰΗ ϮΖͲϲΗ ϮΖͲϬΗ ϮΖͲϬΗ ϲΖͲϴΗ ϲΖͲϰΗ ϲΖͲϴΗ ϱΖͲϬΗ ϱΖͲϬΗ ϱΖͲϰΗ ϱΖͲϬΗ ϱΖͲϰΗ ϱΖͲϬΗ ϱΖͲϰΗ ϱΖͲϬΗ ϱΖͲϰΗ ϱΖͲϬΗ ϭΖͲϬΗ ϮΖͲϬΗ ϮΖͲϰΗ ϲΖͲϴΗ ϮΖͲϰΗ ϮΖͲϬΗ ϰϲ Ζ Ͳ Ϭ Η ϮΖ Ͳ Ϭ Η ϱΖ Ͳ Ϭ Η ϲΗ ϮΖ Ͳ Ϭ Η ϮΖ Ͳ ϰ Η ϲΖ Ͳ ϴ Η ϮΖ Ͳ ϰ Η ϮΖ Ͳ Ϭ Η ϭΖ Ͳ Ϭ Η ϱΖ Ͳ Ϭ Η ϯΖ Ͳ ϱ ϱ ͬ ϴ Η ϱΖ Ͳ Ϭ Η ϱΖ Ͳ ϰ Η ϲΖ Ͳ ϴ Η ϮΖ Ͳ Ϯ ϯ ͬ ϴ Η ϮΖ Ͳ Ϭ Η ϭϭϲ KE&ZE ZKKD ϭϭϳ ^,Z K&&/ ϭϭϴ ZWd/KE ϭϬϬ >Kz ϭϭϱ EKEͲZd KZZ/KZ ϭϭϰ hd/>/dz ϭϭϯ ^d&& >KhE' ϭϭϮ ^d&& hE/^y ϭϭϵ K&&/ϭϮϬ >Kz hE/^y ϭϮϭ Wd/Ed hE/^y ϭϭϭ tKZ< Z ϭϬϭ yDϭ ϭϬϮ yDϮ ϭϬϯ yDϯ ϭϬϰ yDϰ ϭϬϱ yDϱ ϭϬϲ yDϲ ϭϬϳ yDϳ ϭϬϴ Z/K>K'z ϭϮϮ EhZ^Ζ^ ^dd/KE ϭϭϬ ^dKZ' ϭϬϵ EKEͲZd KZZ/KZ ϭΖͲϬϯͬϰΗ ϭϰΖͲϵΗ ϰϳͬϴΗ ϭϭΖͲϯϯͬϴΗ ϰϳͬϴΗ ϭϯΖͲϰϭͬϴΗ ϰϳͬϴΗ ϵΖͲϯϱͬϴΗ ϳϭͬϰΗ ϭϮΖͲϬΗ ϰϳͬϴΗ ϮϭΖͲϭϭϳͬϴΗ ϰϳͬϴΗ ϰΖͲϮΗ ϰϳͬϴΗ ϭϮΖͲϬΗ ϭΖͲϬϯͬϰΗ ϰΖͲϬΗ ϰϳͬϴΗ ϭϯΖͲϭϭͬϴΗ ϰϳͬϴΗ ϴΖͲϲΗ ϰϳͬϴΗ ϴΖͲϲΗ ϰϳͬϴΗ ϰΖͲϮϯͬϰΗ ϯϬΖͲϬΗ ϰΖͲϰϯͬϴΗ ϭΖͲϬϯͬϰΗ ϯϳΖͲϱϭͬϰΗ ϰϳͬϴΗ ϭϬΖͲϬΗ ϰϳͬϴΗ ϭϬΖͲϬΗ ϰϳͬϴΗ ϭϬΖͲϬΗ ϰϳͬϴΗ ϭϬΖͲϬΗ ϰϳͬϴΗ ϭϬΖͲϬΗ ϰϳͬϴΗ ϭϮΖͲϬΗ ϭΖͲϬϯͬϰΗ ϵ ϯ ͬ ϰ Η ϲΖ Ͳ ϲ ϭ ͬ ϴ Η ϭΖ Ͳ Ϯ ϳ ͬ ϴ Η ϭϬ Ζ Ͳ ϭ Ϭ ϯ ͬ ϰ Η ϰ ϳ ͬ ϴ Η ϭϬ Ζ Ͳ Ϭ Η ϳ ϭ ͬ ϰ Η ϴΖ Ͳ Ϭ Η ϰ ϳ ͬ ϴ Η ϭϮ Ζ Ͳ ϭ Ϭ ϯ ͬ ϰ Η ϭΖ Ͳ Ϭ ϯ ͬ ϰ Η ϭΖ Ͳ Ϭ ϯ ͬ ϰ Η ϭϭ Ζ Ͳ ϵ Η ϰ ϳ ͬ ϴ Η ϵΖ Ͳ ϭ ϯ ͬ ϰ Η ϳ ϭ ͬ ϰ Η ϲΖ Ͳ ϴ Η ϳ ϭ ͬ ϰ Η ϰΖ Ͳ Ϭ Η ϰ ϳ ͬ ϴ Η ϵΖ Ͳ ϳ ϭ ͬ Ϯ Η ϭΖ Ͳ Ϭ ϯ ͬ ϰ Η ϱΖ Ͳ Ϭ Η ϭΖ Ͳ Ϭ ϯ ͬ ϰ Η ϭϲ Ζ Ͳ ϲ ϯ ͬ ϴ Η ϰ ϳ ͬ ϴ Η ϭϬ Ζ Ͳ Ϭ Η ϰ ϳ ͬ ϴ Η ϭϱ Ζ Ͳ ϭ Ϭ ϯ ͬ ϴ Η ϭΖ Ͳ Ϭ ϯ ͬ ϰ Η ϭ ϴ͘Ϭ Ϯ ϴ͘Ϭ ϯ ϴ͘Ϭ ϭ ϴ͘Ϭ ;^/D͘Ϳ ϯ ϴ͘Ϭ ;^/D͘Ϳ ϭ ϴ͘Ϭ ;^/D͘Ϳ ϯ ϴ͘Ϭ ;^/D͘Ϳ Ϯ ϴ͘Ϭ ;^/D͘Ϳ Ϯ ϴ͘Ϭ ;^/D͘Ϳ ϯ ϴ͘Ϭ ;^/D͘Ϳ ϭ ϴ͘Ϭ ;^/D͘Ϳ ϱ͘Ϯ ϭ ϱ͘Ϯ ϭ ϱ͘Ϯ ϭ ϱ͘Ϯ ϭ ϱ͘Ϯϭ ;KWW͘Ϳ ;KWW͘Ϳ ϱ͘Ϯ Ϯ ϱ͘Ϯ ϱ ϲ ϱ͘Ϯϰ ϯ Ϯ Ϯ Ϯ ϮϮϮϮ ϭ Ϯ ϭ ϱϱ Ϯ Ϯ ϰ Ϯ ϰ Ϯ Ϯ ϭ Ϯ Ϯ Ϯ ϰ Ϯ Ϯ Ϯ Ϯ ϯ ϯ ϯ Ϯ ϰ Ϯ ϭϬϬ ϭϬϭ ϭϬϮ ϭϬϯ ϭϬϰ ϭϬϱ ϭϬϲ ϭϬϳ ϭϬϴ ϭϬϵ ϭϭϬϭϭϭϭϭϮϭϭϯ ϭϭϰ ϭϭϲ ϭϭϳ ϭϭϵ ϭϮϬ ϭϮϭ ϭϮϮ ϲ ϴ ϵ ϭϬ ϯϮ ϭ ϭϭ ϭϮ ϳ ϰ ϲ ϲ ϲ ϲ ϲ ϲ ϲ ϲ ϲ ϭϬϬ ϭϬϬ s^d/h> Ϯ Ϯ ϰ ϴ͘Ϭ ϱ͘Ϭ ϳ ^/D͘ ϴ͘ϭ ϭ ϴ͘ϭ Ϯ ^/D͘ ϴ͘ϭ Ϯ ^/D͘ϴ͘ϭ ϯ ϴ͘ϭ ϯ ^/D͘ ^/D͘ ϴ͘ϭ ϳ ^/D͘ ϴ͘ϭ ϳ KWW͘ ϴ͘ϭ ϳ KWW͘ ϭϯ ϭϯ ;^/D͘Ϳ ϱ ϱ͘Ϯ ϭ Ϯ ϱ͘Ϯ ϵ dzW͘ ϰΗ D/E͘ ϭΖͲϬΗ Ϯϭ ϯ ϰ ϱ ϭ͘ϭ ϭ͘ϰ η η η ϭ t/EKtd' KKZd' t>>dzWd' <zEKdd' >'E WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ ϭ ϲ D &>KKZW>E ϭ͘Ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ W>E<zEKd^ ϵ t/EKtWZZ/K>/'zsEKZ͘ ϭϬ EhZ^Ζ^^dd/KEKhEdZ&KZ^d&&KE>z͘d,/^/^EKddKh^^ ^>^KZ^Zs/KhEdZ͘ ϭϭ KEͲW/^,KtZ^d>>͘<K,>Z^KEdϰϴΗǆϯϲΗǆϵϬΗEdZZ/E ^,KtZ^d>>t/d,/Ed'Z>,/',ͲKD/>/E'KZ^/D/>Z ϭϮ WZKs/ϲΗ/DdZKWE/E'&KZ^K>/E^&ZKDKtEZΖ^^K Ky^EZKEdZdKd,^K/^WE^Z/Ed,^d&&>KhE'͘ sZ/&z/DdZZYh/Zt/d,KtEZΖ^^KsEKZ͘ ϭϯ WZKs/W>ztKK</E'&KZ^dKZ'^,>s^͘ W>E<zEKd^ ϭ ^dEZϵϬ'Z&/yZKK&>ZDd/E'>>WW>/>K^, Z'h>d/KE^;KddZDE͕>K͕KZYh>DEh&dhZZͿ͘Z&ZdK ϭϬͬϲ͘Ϭ&KZd/>^͘ Ϯ >dZ/>Yh/WDEd͘Z&ZdK>dZ/>^,d^&KZ/d/KE> /E&KZDd/KE͘ ϯ tdZ,dZ͘Z&ZdKW>hD/E'^,d^&KZ/d/KE> /E&KZDd/KE͘ ϰ DKW^/E͘Z&ZdKW>hD/E'^,d^&KZ/d/KE>/E&KZDd/KE͘ ϱ Z^/Ed/>^d<t^,ZEZzZ ϲ '͘͘dKWZKs/>K</E't>>;ΛϳϮΗ͘&͘&͘Ϳ&KZd>s/^/KE^ZE͘ Z&ZdK>dZ/>Zt/E'^&KZ/d/KE>/E&KZDd/KE͘Z&ZdK ϯͬϲ͘Ϭ͘ ϳ W,KEKZE/d/Ed ϴ WZKs/ϯͬϰΗW>ztKKhEZ'zW͘͘Z&ZdKZ/K>K'zsEKZ &KZ>Kd/KE͘ EKZd, ^>͗ϭͬϰΗсϭΖͲϬΗϭ͘Ϭ &>KKZW>Eϭ tĂůů^ĐŚĞĚƵůĞ dǇƉĞDĂƌŬ ĞƐĐƌŝƉƚŝŽŶ ϯ ϱͬϴΗdzWΖyΖ'zW͘͘;DK/^dhZZ^/^dEddtd>Kd/KE^Ϳ KEKd,^/^K&ϯϱͬϴΗ;ϮϬ'͘ͿDd>^dh^dϭϲΗK͘͘dKϲΗ Ks&/E/^,/>/E'͘WZKs/^KhEddEhd/KE /E^h>d/KEdtE^dh^E>^,/>/E'WZ W,z^//^dΖ^ZWKZd͘^ϭͬϲ͘Ϭ&KZdzW/>t>>^d/KE ;^/D/>ZͿ͘ ϰ ϱͬϴΗdzWΖyΖ'zW͘͘;DK/^dhZZ^/^dEddtd>Kd/KE^Ϳ KEKd,^/^K&ϲΗ;ϮϬ'͘ͿDd>^dh^dϭϲΗK͘͘dKϲΗ Ks&/E/^,/>/E'͘WZKs/^KhEddEhd/KE /E^dh>d/KEdtE^dh^͘^ϭͬϲ͘Ϭ&KZdzW/>t>> ^d/KE;^/D/>ZͿ͘ ϱ ϲΗ;ϮϬ'͘ͿDd>^dh^dϭϲΗK͘͘dKhEZ^/K&<͘ ϱͬϴΗdzWΖyΖ'zW͘͘;DK/^dhZZ^/^dEddtd>Kd/KE^Ϳ KE>Kz^/K&t>>dKydEdK<͕KEKd,Z^/dK ϲΗKs/>/E'͘WZKs/^KhEddEhd/KE/E^dh>d/KE dtE^dh^͘^Ϯͬϳ͘Ϯ&KZdzW/>t>>^d/KE ;^/D/>ZͿ͘ tĂůů^ĐŚĞĚƵůĞ dǇƉĞDĂƌŬ ĞƐĐƌŝƉƚŝŽŶ ϭ ϯϱͬϴΗ;ϮϬ'͘ͿDd>^dh^dϭϲΗK͘͘dKhEZ^/K&<͘ ϱͬϴΗdzWΖyΖ'zW͘͘;DK/^dhZZ^/^dEddtd>Kd/KE^Ϳ KE>Kz^/K&t>>dKydEdK<͕KEKd,Z^/dK ϲΗKs/>/E'͘WZKs/^KhEddEhd/KE/E^h>d/KE dtE^dh^͘^Ϯͬϲ͘Ϭ&KZdzW/>t>>^d/KE͘d ^/D͕͘ydE'zW͘͘dKhEZ^/K&<KEhd/>/dz^/ K&t>>͕KEd,Kd,Z^/dKϲΗKs/>/E'͘ Ϯ ϱͬϴΗdzWΖyΖ'zW͘͘;DK/^dhZZ^/^dEddtd>Kd/KE^Ϳ KEKd,^/^K&ϯϱͬϴΗ;ϮϬ'͘ͿDd>^dh^dϭϲΗK͘͘dKϲΗ Ks&/E/^,/>/E'͘WZKs/^KhEddEhd/KE /E^h>d/KEdtE^dh^͘^ϭͬϲ͘Ϭ&KZdzW/>t>> ^d/KE͘ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ July 27, 2021 &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘dKtZWZWd ϮϭΖͲ ϴΗ d͘K͘WZWd ϭϴΖͲ ϴΗ ϭϭϭ Ϯ Ϯ ϰϰ ϱ ϲ ϭ ϯ ϭϭ ϰ ϱ ϭϭ ϲ Ϯ ϭ ϴ͘Ϭ ϯ ϴ͘Ϭ ;^/D͘Ϳ ;^/D͘Ϳ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘dKtZWZWd ϮϭΖͲ ϴΗ d͘K͘WZWd ϭϴΖͲ ϴΗ ϭϭϯϯ ϱ ϲ ϭ ϭϬ ϭ ϭϮ Ϯ ϭ Ϯ ϯϰϰ ϱ ϲ ϲ ϲ ϲ ϲ ϭϭ ϭ ϴ͘Ϭ ϯ ϴ͘Ϭ Ϯ ϴ͘Ϭ;^/D͘Ϳ ;^/D͘Ϳ ;^/D͘Ϳ ϳ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘dKtZWZWd ϮϭΖͲ ϴΗ d͘K͘WZWd ϭϴΖͲ ϴΗ ϭ ϭϭϯ ϯϰϰ ϱ ϭ Ϯ Ϯ ϭϱ ϲ ϴϵ ϵ ϵ ϵ ϲ Ϯ ϴ͘Ϭ ϭ ϴ͘Ϭ ϯ ϴ͘Ϭ ϲ Ϯ ϭϯϰϱϭ͘ϭϭ͘ϰ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘dKtZWZWd ϮϭΖͲ ϴΗ d͘K͘WZWd ϭϴΖͲ ϴΗ ϭ ϭϭϭϭ Ϯ ϯϯ Ϯ ϰϰϰ ϱ ϭ ϭϭϮ ϯϴ ϰ ϰ ϱϱ ϭϭ ϲ ϲ ϲ ϲ ϳ ϰ ϴ͘Ϭ Ϯ ϴ͘Ϭ ϯ ϴ͘Ϭ ϭ ϴ͘Ϭ ;^/D͘Ϳ ;^/D͘Ϳ ;^/D͘Ϳ Ϯϭ ϯ ϰ ϱϭ͘ϭ ϭ͘ϰ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ ϭ ϴ D ydZ/KZ >sd/KE^ ϭ͘ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ >sd/KE<zEKd^ ϭ K>^d>WZ^dDhZhEE/E'KE͘Z&ZdKt>>^d/KE^&KZ /d/KE>/E&KZDd/KE͘dydhZ͗^W>/d&͘K>KZ͗ηϵhE/͘sZ/&zK>KZ t/d,KtEZWZ/KZdKWhZ,^E/E^d>>d/KE͘ Ϯ K>^d>WZ^dDhZhEE/E'KE͘Z&ZdKt>>^d/KE^&KZ /d/KE>/E&KZDd/KE͘dydhZ͗,KE͘K>KZ͗ηϯϴEzKEZh^d͘sZ/&z K>KZt/d,KtEZWZ/KZdKWhZ,^E/E^d>>d/KE͘ ϯ ><EK/>hD/EhD^dKZ&ZKEd͕Z&ZdKϮͬϳ͘Ϭ&KZd/>^͘sZ/&z K>KZt/d,KtEZWZ/KZdKWhZ,^E/E^d>>d/KE͘ ϰ ><EK/>hD/EhDt/EKt͕Z&ZdKϮͬϳ͘Ϭ&KZd/>^͘sZ/&z K>KZt/d,KtEZWZ/KZdKWhZ,^E/E^d>>d/KE͘ ϱ WZ&/E/^,Dd>W&>^,/E'͘K>KZ͗>h͘sZ/&zK>KZt/d,KtEZ WZ/KZdKWhZ,^E/E^d>>d/KE͘ ϲ ><WZ&Z/dDd>tE/E'͘EdZtE/E'Kst/EKtKZ KKZ͘ ϳ WWZKy/Dd>Kd/KEK&^/'E'͘KKZ/Edt/d,^/'EsEKZ͘ ϴ ><EK/>hD/EhDKKZ͘Z&ZdKϳ͘Ϭ&KZd/>^͘sZ/&zK>KZ t/d,KtEZWZ/KZdKWhZ,^E/E^d>>d/KE͘ ϵ >DΖ^dKE'hKsZ&>KtZKK&Z/EKhd>d͘ ϭϬ >hD/EhD'hddZEKtE^WKhd͘K>KZdKDd,:Edt>>͘ ϭϭ WZ&/E/^,Dd>W&>^,/E'͘K>KZ͗'Zz͘sZ/&zK>KZt/d,KtEZ WZ/KZdKWhZ,^E/E^d>>d/KE͘ ^>͗ϯͬϭϲΗсϭΖͲϬΗϭ͘ϭ Z/',d^/;^Khd,Ϳ>sd/KEϭ ^>͗ϯͬϭϲΗсϭΖͲϬΗϭ͘ϭ Ϯ >&d^/;EKZd,Ϳ>sd/KE ^>͗ϯͬϭϲΗсϭΖͲϬΗϭ͘ϭ ZZ;^dͿ>sd/KEϯ ^>͗ϯͬϭϲΗсϭΖͲϬΗϭ͘ϭ &ZKEd;t^dͿ>sd/KEϰ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ July 27, 2021 ^> K W ϭ ͬ ϰ Η W Z & K K d D / E ͘ ϯ ϱ ϲ Ϯ ϰ ϳ ϭ ϴ ^> K W ϭ ͬ ϰ Η W Z & K K d D / E ͘ ^> K W ϭ ͬ ϰ Η W Z & K K d D / E ͘ ϯΖͲϭϬϱͬϴΗ ϮϴΖͲϬϱͬϴΗ ϯΖͲϭϬϱͬϴΗ ϰϬΖͲϮϯͬϴΗ ϯΖͲϭΗ ϯϰΖͲϰϯͬϴΗ ϯΖͲϭϬϱͬϴΗ ϰϬΖͲϴϯͬϴΗ ϭϯ Ζ Ͳ ϳ ϯ ͬ ϰ Η ϲΖ Ͳ Ϯ ϯ ͬ ϴ Η ϭϯ Ζ Ͳ ϭ Ϭ Η ϯΖ Ͳ ϳ Η ϲΖ Ͳ Ϯ ϯ ͬ ϴ Η ϲΖ Ͳ ϳ ϭ ͬ ϰ Η ϲΖ Ͳ Ϯ ϯ ͬ ϴ Η ϭϯ Ζ Ͳ ϳ ϱ ͬ ϴ Η ϵ ϭ ϭ Ϯ Ϯ Ϯ Ϯ ϮϮϮϮ ϯ ϯ ϯ ϰ ϰ ϱ ϱ ϱϲϲϲ ϳ ϳ ϳ ϳ ^>KWϭͬϰΗWZ &KKdD/E͘ ^ > K W ϭ ͬ ϰ Η W Z & K K d D / E ͘ Ϯϭ ϯ ϰ ϱ ϭ͘ϭ ϭ͘ϰ Ϯ Ϯ ϭϬϭϬ ϭϬ ϭϬ ϭϬ ϭϬ ϭϬ ϭϬ ϭϬ ϭϬ ϭϭ ZKK&dKWhE/d,K>ͲKtEͲ Z&ZdKD,E/> ZKK&hZWZKs/zD,E/>KEdZdKZ /E^h>dhEZZKK& dKWhE/dEdtE hd^;ϯΗZ/'/ /E^h>d/KE͕D/E/DhDͿ ^h W W > z / Z Z d h Z E / Z ZKK&dKWhE/d͕Z&Z dKD,E/> Zt/E'^͘ ZKK&&>^,/E' tdZ/sZ^/KE Z/<dd,/',^/ ^/E'>W>z ZKK&/E'^z^dD Z/'//E^h>d/KE tKK< KE>z hdKWE/E'/E ZKK&dKZ/s hd^ tKK^hWWKZd^͕^^dZhdhZ>Zt/E'^ ^d/E>^^^d> >DW/E'Z/E'&/dd ^hZ>zZKhE &>^,/E' WZDK>W/W&>^,/E' &>^,/EdKZKK&WZZKK& DEh&dhZZ^ZYh/ZDEd^ ^/E'>W>zZKK&/E'^z^dD Z/'//E^h>d/KE tKK< >W^>Ed &h>> WZ/DdZ EKd͗ ͻKKZ/Ed>Kd/KE^t/d, W>hD/E'Zt/E'^ ͻWZKs/ϮΖͲϬΗD/E/DhD>ZEdK :Ed^dZhdhZ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϭ ͗ Ϭ ϴ ͗ Ϭ ϴ W D ZKK&W>E ϭ͘Ϯ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ EKZd, ^>͗ϭͬϰΗсϭΖͲϬΗϭ͘Ϯ ZKK&W>Eϭ ZKK&W>E<zEKd^ ϭ t,/dϲϬD/>dWKZKK&DDZEKsZZ/'//E^h>d/KE͘ Ϯ ZKK&Z/<d͘^>KWϭͬϰΗWZ&KKd͘ ϯ ZKK&sEd͘Z&ZdKd/>ϯͬϭ͘Ϯ͘ ϰ Zdh͘Z&ZdKd/>Ϯͬϭ͘ϮED,E/>Zt/E'^͘ ϱ WZ/DZzZKK&Z/E͘Z&ZdKd/>ϳͬϴ͘ϭEϴͬϴ͘ϭ͘ ϲ KsZ&>KtZKK&Z/E͘Z&ZdKd/>ϳͬϴ͘ϭEϴͬϴ͘ϭ͘ ϳ WZ&/E/^,Dd>W&>^,/E'͘Z&ZdK>sd/KE&KZK>KZ͘ ϴ ZKK&,d,͘Z&ZdKd/>ϭϬͬϲ͘Ϭ ϵ 'hddZ͘ ϭϬ EKWz>Kt ϭϭ y,h^d&E͘Z&ZdKD,E/>Zt/E'^͘ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϭϭͬϮΗсϭΖͲϬΗϭ͘Ϯ ZKK&hZϮ ^>͗ϭϭͬϮΗсϭΖͲϬΗϭ͘Ϯ ZKK&sEdd/>ϯ July 27, 2021 ^ ^ ϲ ϲ͘Ϭ ϱ ϲ͘Ϭ ;ϵΖͲϬΗͿ ϭϭ ϲ͘Ϭ ;ϵΖͲϬΗͿ ϱ ϲ͘Ϭ ;ϵΖͲϬΗͿ Dd>tE/E'͕dzW͘ ϭϬϬ s^d/h> ϭϬϬ >Kz ϭϭϴ ZWd/KE ϭϬϭ yDϭ ϭϬϮ yDϮ ϭϬϯ yDϯ ϭϬϰ yDϰ ϭϬϱ yDϱ ϭϬϲ yDϲ ϭϬϳ yDϳ ϭϬϴ Z/K>K'z ϭϬϵ EKEͲZd KZZ/KZϭϭϬ ^dKZ' ϭϭϭ tKZ< Z ϭϭϮ ^d&& hE/^y ϭϭϯ ^d&& >KhE' ϭϭϰ hd/>/dz ϭϭϲ KE&ZE ZKKD ϭϭϳ ^,Z K&&/ ϭϭϱ EKEͲZd KZZ/KZ ϭϭϵ K&&/ ϭϮϬ >Kz hE/^y ϭϮϭ Wd/Ed hE/^y ϭϮϮ EhZ^Ζ^ ^dd/KE ' ϴΖͲ ϬΗ ' ϴΖͲ ϬΗ ' ϵΖͲ ϲΗ ' ϵΖͲ ϲΗ ' ϵΖͲ ϬΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϭϬΖͲ ϬΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϭϬΖͲ ϬΗ >Ͳϭ ϭϮΖͲ ϬΗ >Ͳϭ ϭϬΖͲ ϬΗ ϱ ϲ͘Ϭ ;ϵΖͲϬΗͿ ϱ ϲ͘Ϭ ;ϵΖͲϬΗͿ ϱ ϲ͘Ϭ ;ϵΖͲϬΗͿ >Ͳϭ ϭϬΖͲ ϬΗ >Ͳϭ ϵΖͲ ϲΗ >Ͳϭ ϵΖͲ ϬΗ Ϯϭ ϯ ϰ ϱ ϭ͘ϭ ϭ͘ϰ 'EZ>EKd^ ϭ͘Z&ZdK>dZ/>^,d^&KZ/d/KE>/E&KZDd/KE͘ Ϯ͘>/',d^dK,s^h^WE^/KEKZ,E'Zt/Z^^ZYh/Z͘ ϯ͘Z&ZdKd,&/E/^,^,h>KE^,dϯ͘Ϭ&KZ/d/KE> /E&KZDd/KE͘ ϰ͘EdZ/>/E''Z//EZKKD^hE>^^EKdKd,Zt/^͘ ϱ͘Z&ZdKϴͬϲ͘Ϭ&KZdzW/>/>/E'd/>͘ ϲ͘>>/>/E'^h^WE^/KE^z^dD^^,>>Dd>͘^hWWKZd&KZ />/E',E'Z^^,>>&ZKDd,^dZhdhZ>DDZ^͘ ^hWWKZd^,>>EKdWZD/dd&ZKDd,&K>>Kt/E'͗ZKK& <͕hdtKZ<͕W/W^͕KZKE'h/d^͘Z&ZdKϭϮͬϲ͘Ϭ&KZ ^/^D/Z/E'd/>^͘ />/E'dzW />/E',/',d />/E'>'E >' ϭΖͲϬΗ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϭ ϭ ͗ Ϭ ϱ ͗ ϯ Ϯ D Z&>d />/E'W>E Ϯ͘Ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ EKZd, ^>͗ϭͬϰΗсϭΖͲϬΗϮ͘Ϭ Z&>d/>/E'W>Eϭ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ July 27, 2021 WH U.C. 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Refr. ϲΗ ϲΗ ϵΖ&ZKD^dZ/<'K&KKZ 'ZϮZ>>t/d,Kd^ ϭͬϭϬΗKEEdZEϮͬϭϬΗ ^WdtE>>^ Z/^ϭͬϰϬΗ͕WZK dd/>y/d^/'E^^,>>/E^d>>d͗ ϭ͘,'Z>s>y/d͘ Ϯ͘,y/d^^KKZ&ZKDE/EdZ/KZ ZKKDd,d>^dKKZZ/KZKZ,>>tz E/^^/'Ed^EΗy/dZKhd͘Η ϯ͘,y/dKKZd,ZKh',,KZ/KEd>y/d ^,>>^/'Edt/d,d,tKZ^ΗdK y/dΗ͘ ϰ͘^/'E^dK/E^d>>KEd,>d,^/K&d, KKZ͕KZ/&WZKs/dKh>KKZ^͕ /E^d>>KEd,Z/',d͕t,ZEKt>>^W/^ s/>>͕^/'E^^,>>>KdKEd, EZ^d:Edt>>͘ y/d^/'E^^,>>Ddd,&K>>Kt/E'Z/dZ/͗ ϭ͘,ZdZ^^,>>hWWZ^ Ϯ͘,ZdZ^Ed,/Z<'ZKhE^,>> ,sEKEͲ'>Z&/E/^,͘,ZdZ^^,>> KEdZ^dt/d,d,/Z<'ZKhE͘ ϯ͘^/'E^^,>>KE&KZDdKE^/KZ>K> ^^//>/dz'h/>/E^t,/,sZ/^DKZ ^dZ/E'Ed͘ ϰϴ Η ͘ & ͘ & ͘ d͘ K ͘ Z / > > /EdZEd/KE>^zDK>K&^^//>/dz ^,>>Ddd,&K>>Kt/E'Z/dZ/͗ ϭ͘>>h/>/E'^EEdZE^ d,dZ^^/>Eh^> zWZ^KE^t/d,/^/>/d/^ ^,>>/Ed/&/t/d, D/E/DhDK&KE /EdZEd/KE>^zDK>K& ^^//>/dz͘ Ϯ͘^/'E^dK/E^d>>KEd, >d,^/K&d,KKZ͕KZ/& EK^WKEd,EZ^dt>> WZ&Z>zKEd,Z/',d͘ ^/'E'^,>>,sEKE'>Z &/E/^,t/d,KEdZ^d/E' <'ZKhE͘ ϭϮ ϭϭ ϵ ϴ ϰ ϭϲ ϭϯ ϭϰ Ϯ ϭϳ ϯ ϭ ϱ ϲ ϭϬ ϳ ϭϱ dZs>/^dE͗ϱϳΖͲϰΗ dZs>/^dE͗ϭϭϰΖͲϵΗ dZs>/^dE͗ϴϴΖͲϱΗ dZs>/^dE͗ϭϬϵΖͲϳΗ ϭϲ ϭϲ ϲ Ϯ ϭϬϴ Z/K>K'z ϭϬϳ yDϳ ϭϬϱ yDϱ ϭϬϰ yDϰϭϬϯ yDϯ ϭϭϲ KE&ZE ZKKD ϭϭϳ ^,Z K&&/ ϭϬϲ yDϲ ϭϭϴ ZWd/KE ϭϬϮ yDϮ ϭϭϬ ^dKZ' ϭϮϭ Wd/Ed hE/^y ϭϭϵ K&&/ ϭϮϬ >Kz hE/^y ϭϭϰ hd/>/dz ϭϭϯ ^d&& >KhE' ϭϭϱ EKEͲZd KZZ/KZ ϭϭϭ tKZ< ZϭϭϮ ^d&& hE/^y ϭϬϵ EKEͲZd KZZ/KZ ϭϮϮ EhZ^Ζ^ ^dd/KE ϭϬϬ >Kz ϭϬϭ yDϭ ϭϬϬ s^d/h> ϭ ϲ ϭϭ ϭϭ ϭϮ ϭϮ ϭϰ ϭϱϭϱϭϱϭϱ ϭϱ ϭϱ ϭϲϭϲϭϲ ϭϲ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϭϳ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϵ ϴ ϳ ϭϵ ϭϴ ϭϴ Ϯϭ ϯ ϰ ϱ ϭ͘ϭ ϭ͘ϰ ^/'E^^,>>Ddd,&K>>Kt/E'Z/dZ/͗ ϭ͘,ZdZ^^,>>hWWZ^͘ Ϯ͘,ZdZ^Ed,/Z<'ZKhE^,>>,sEKEͲ '>Z&/E/^,͘,ZdZ^^,>>KEdZ^dt/d,d,/Z <'ZKhE͘ Z^dZKKD ϲΗ ϵΗ ϲΗ D / E ͘ Z/^'EZ^zDK> Z/^/^>^zDK> dyd^,>>Z/^ϭͬϯϮΗ͕ >>hWWZ^Ed,^dz> ^,>>^E^^Z/&͘,/',dK& dyd^,>>ϱͬϴΗD/E͘EϮΗ Dy͘'ZϮZ/>>t/d,Kd^ ϭͬϭϬΗKEEdZEϮͬϭϬΗ ^WdtE>>^Z/^ ϭͬϰϬΗ͕WZK ϰϴ Η ͘ & ͘ & ͘ d͘ K ͘ Z / > > ϵΗ&ZKD ^dZ/<' K&KKZ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ Ϯ ϰ D Yh/WDEdͬ 'Z^^W>E ϰ͘Ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ Yh/W͘W>E<zEKd^ ϭ KW/Z;WZKs/zKtEZͿ Ϯ &/Zyd/E'h/^,Z^^,>>ϭϬ>^͘Dh>d/WhZWK^Zz,D/>;>^^͘͘͘ͿZd EK>^^d,EϮͲϭϬDKhEdϯϲΗ͘&͘&͘/E^d>>^/Zdz>K>&/Z DZ^,>͘yd/E'h/^,Z^ZdKW>EKddKyϳϱΖͲϬΗK&dZs>&ZKD EzWK/EddKEzyd/E'h/^,Z͘'͘͘dKKKZ/Edt/d,&/ZDZ^,>yd ZYh/ZDEd^KE>Kd/KE^͘Z&ZdKϵͬϲ͘Ϭ&KZDKhEd/E'd/>͘ZYh/ZDEd^ WZ/KZdK&/E>/E^Wd/KE͗&/Zyd/E'h/^,ZdKDKhEd͕hZZEd>z/E^Wd Ed''z>/E^&/ZWZKdd/KEKDWEz͘ ϯ z^>;WZKs/zKtEZͿ ϰ ^d&&>K<Z^;WZKs/zKtEZͿ͘WZKs/>K</E'^E͘ ϱ^>;WZKs/zKtEZͿ ϲ Z&Z/'ZdKZ;WZKs/zKtEZͿ ϳ hEZKhEdZ&Z/'ͬ&ZZ;WZKs/zKtEZͿ ϴ WWZdKt>/^WE^Z ϵ^KW/^WE^Z ϭϬ D/ZKtsW>KEKhEdZ;WZKs/zKtEZͿ ϭϭ '͘͘dK/E^d>>,E/W^/'E'&KZd,dK/>dZKKD^͘Z&ZdKd/>ϯͬϰ͘Ϭ&KZ /d/KE>/E&KZDd/KE͘ ϭϮ '͘͘dK/E^d>>dd/>y/d^/'E'͘Z&ZdKϰͬϰ͘Ϭ&KZ/d/KE>/E&KZDd/KE͘ ϭϯ '͘͘dK/E^d>>/EdZEd/KE>^zDK>K&^^//>/dz&KZEdZE͘Z&ZdK d/>Ϯͬϰ͘Ϭ&KZ/d/KE>/E&KZDd/KE͘ ϭϰ Yh/WDEd;WZKs/zKtEZͿ ϭϱ yDd>;WZKs/zKtEZͿ ϭϲ WZKs/Z^dKK>;WZKs/zKtEZͿ ϭϳ WZEdͬ'hZ/EyDZKKD,/Z ϭϴ ;ϰͿZKt^K&ϮϬΗW>K^dD/t/Z^dKZ'^,>s^͘K>KZ͗t,/d͘ ϭϵ Yh/WDEd&KZ^K/^WE^Z;WZKs/zKtEZͿ ^>͗ϯΗсϭΖͲϬΗϰ͘Ϭ dd/>y/d^/'E'ϰ ^>͗ϯΗсϭΖͲϬΗϰ͘Ϭ Ϯ /EdZEd/KE>^zDK> EKZd, ^>͗ϭͬϰΗсϭΖͲϬΗϰ͘Ϭ Yh/WDEdͬ'Z^^W>Eϭ ^>͗ϯΗсϭΖͲϬΗϰ͘Ϭ dK/>dZKKD^/'E'ϯ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ July 27, 2021 ϭϮϭ Wd/Ed hE/^yϭϮϬ >Kz hE/^y D/E͘ ϭΖͲϬΗ ϱ͘Ϭ ϯ ϰ ϱ ϱ͘Ϭ ϯ ϰ ; ^/E <>Z E Ϳ ϰΖ Ͳ Ϭ Η ;^/E<>ZEͿ ϮΖͲϲΗ ;t͘͘>ZEͿ ϱΖͲϬΗ ;t ͘ ͘ > Z E Ϳ ϰΖ Ͳ ϴ Η ;dhZE/E'Z/h^Ϳ ϱΖͲϬΗ ;t͘͘>ZEͿ ϱΖͲϬΗ ;^/E<>ZEͿ ϮΖͲϲΗ ;^ / E < > Z E Ϳ ϰΖ Ͳ Ϭ Η ;t ͘ ͘ > Z E Ϳ ϰΖ Ͳ ϴ Η ;dhZE/E'Z/h^Ϳ ϱΖͲϬΗ ϱ͘Ϯ ϳ ;KWW͘Ϳ ;KWW͘Ϳ ϮϰΗǆϮϰΗt>>DKhEd ^d/E>^^^d>^,>&Λ ϮΖͲϭϬΗ͘&͘&͘ ϭϭϮ ^d&& hE/^y ;^/E<>ZEͿ ϰΖͲϬΗ ;^ / E < > Z E Ϳ ϮΖ Ͳ ϲ Η ;t ͘ ͘ > Z E Ϳ ϱΖ Ͳ Ϭ Η ;t͘͘>ZEͿ ϰΖͲϴΗ ;dhZE/E'Z/h^Ϳ ϱΖͲϬΗ ϱ͘Ϭ ϯ ϱ͘Ϭ ϲ ;KWW͘Ϳ ϮΖͲϭϭϭͬϴΗ ϰΖ Ͳ ϰ ϳ ͬ ϴ Η ϭ͘'͘͘dKWZKs/&/ZdZdtKK>K</E'&KZ /E^d>>d/KEK&>>dK/>d^^KZ/^͘ Ϯ͘>>yWK^W/W/E'dKKsZt/d,/E^h>d/KE &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϯΖͲϲΗD/E͘ϭΖͲϲΗ D/E͘ ϭΖͲϲΗ ϭΖͲϬΗ ϯΖͲϬΗ ϰΖ Ͳ Ϭ Η D y ͘ ϰΖ Ͳ Ϭ Η D y ͘ ϯΖ Ͳ ϰ Η D y ͘ ϯϰ Η D y ͘ Ϯϵ Η D / E ͘ ϭϳ Η Ͳ ϭ ϵ Η 'Z Z ^ ϯϯ Η Ͳ ϯ ϲ Η ϯΖ Ͳ ϰ Η ϱΖ Ͳ Ϭ Η ^ D Wd > t dW 'Ϯ 'ϯ 'ϭ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ 'Z Z ^ ϯϯ Η Ͳ ϯ ϲ Η ϭϳ Η Ͳ ϭ ϵ Η ϭΖ Ͳ ϳ Η ϯΖ Ͳ ϰ Η ϭΖͲϬΗ ϯΖͲϲΗ ϯΖͲϰΗ ϱΖ Ͳ Ϭ Η t 'ϭ ^E 'Ϯ 'ϯ dW &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϮΖͲϲΗ ϱΖ Ͳ Ϭ Η ϯϰ Η D y ͘ z,E'/E'^dd/KEEKd^͗ ϭ͘^^/><E^WDh^dϭϳΗ D/E͘>ZWZWE/h>Z&ZKD t>>EDh^dD^hZϮϳΗ͘&͘&͘ D/E͘dKKddKDK&,E'/E' KhEdZt,EKWE͘ Ϯ͘dKWK&,E'/E'KhEdZdK ϮϴΗdKϯϰΗ͘&͘&͘t,EKWE͘ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ 'Z Z ^ ϯϯ Η Ͳ ϯ ϲ Η ϭΖͲϬΗϯΖͲϲΗ ϯΖͲϰΗ ϳΗͲϵΗ ϭϳ Η Ͳ ϭ ϵ Η ϭΖ Ͳ ϳ Η ϯΖ Ͳ ϰ Η ϱΖ Ͳ Ϭ Η t ^E dW 'ϭ 'Ϯ 'ϯ ^d>K>hDE͘ Z&ZdK ^dZhdhZ>͘ ϱͬϴΗ'zW͘͘KE ϲΗDd>^dh^͘ >/'E'K& KhEdZt/d, 'K&t>> ϭΖͲϭΗ ϰ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ Ϯ ϲ D E>Z' W>E^E >sd/KE^ ϱ͘Ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘Ϭ E>Z'W>EͲ >KzhE/^yEWd/EdhE/^yϭ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘Ϭ E>Z'W>EͲ ^d&&hE/^yϮ dK/>d&/ydhZͬ^^KZ/^ D< ^Z/Wd/KE DEh&dhZZͬDK> DKhEd/E',/',d WZKs/ͬ/E^d>> z,E'/E'^dd/KE ;z'͘͘Ϳ ϯϰΗDy͘͘&͘&͘dK͘K͘d> '͘͘ 'ϭ ϯϲΗ,KZ/KEd>'ZZ ;z'͘͘Ϳ ϯϯΗͲϯϲΗdKd͘K͘'ZZ '͘͘ 'Ϯ ϰϮΗ,KZ/KEd>'ZZ ;z'͘͘Ϳ ϯϯΗͲϯϲΗdKd͘K͘'ZZ '͘͘ 'ϯ ϭϴΗsZd/>'ZZ ;z'͘͘Ϳ ϯϵΗͲϰϭΗdKd͘K͘'ZZ '͘͘ > >sdKZz ;z'͘͘Ϳ ϯϰΗDy͘͘&͘&͘dKd͘K͘>sdKZz '͘͘ D d/>dD/ZZKZ ;z'͘͘Ϳ ϰϬΗ͘&͘&͘dK͘K͘Z&>d/s ^hZ& '͘͘ Wd WWZdKt>/^WE^Z ;z'͘͘Ϳ ϰϴΗ͘&͘&͘dKdKt>^ '͘͘ ^ ^KW/^WE^Z ;z'͘͘Ϳ ϯϴΗ͘&͘&͘dK^KW '͘͘ ^E ^E/dZzEW</EZWd> ;z'͘͘Ϳ ϮϳΗ͘&͘&͘dKdKW '͘͘ dW dK/>dWWZ/^WE^Z ;z'͘͘Ϳ ϭϱΗͲϰϴΗ͘&͘&͘dK͘K͘ZK>> '͘͘ t tdZ>K^d DZ/E^dEZ;Z&ZdKW>hD/E'Ϳ ͲͲͲ '͘͘ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘Ϭ hE/^y>sd/KEϯ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘Ϭ hE/^y>sd/KEϰ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘Ϭ hE/^y>sd/KEϱ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘Ϭ ^d&&hE/^y>sd/KEϲ ^>͗ϭΗсϭΖͲϬΗϱ͘Ϭ K>hDEd/>ϳ July 27, 2021 U.C. 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KhEdZdKWt/d, ^hWWKZdZ<d KhEdZdKW ϭΖͲϯΗ ϱϯͬϰΗ ϳϭͬϰΗ ϮΗ ϮΖͲϬΗ ϭ ϭ ͬ Ϯ Η ϯΖ Ͳ ϲ Η ϮΖ Ͳ ϭ Ϭ Η ϭ ϭ ͬ Ϯ Η ϭΗ ϲΗDd>^dh t/d,ϱͬϴΗ'zW͘͘ Kd,^/^͘ ϰΗdK</< ^dKE sEZ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ Ϯ ϳ D E>Z' W>E^E >sd/KE^ ϱ͘ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘ϭ E>Z'W>EͲ EhZ^Ζ^^dd/KEϭ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘ϭ E>Z'W>EͲ ZWd/KEϮ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘ϭ EhZ^Ζ^^dd/KE>sd/KEϯ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘ϭ EhZ^Ζ^^dd/KE>sd/KEϱ ^>͗ϭͬϮΗсϭΖͲϬΗϱ͘ϭ EhZ^Ζ^^dd/KE>sd/KEϰ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘ϭ ZWd/KE>sd/KEϲ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘ϭ ZWd/KE>sd/KEϳ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘ϭ ZWd/KE>sd/KEϴ ^>͗ϯͬϴΗсϭΖͲϬΗϱ͘ϭ ZWd/KE>sd/KEϵ ^>͗ϭΗсϭΖͲϬΗϱ͘ϭ EhZ^Ζ^^dd/KE^d/KEϭϬ July 27, 2021 ϰΖ Ͳ ϬΗ D y ͘ d K ,/ ' , ^ d KW Z > W Z d ϰΖ Ͳ ϬΗ D y ͘ d K ,/ ' , ^ d KW Z > W Z d DKhEdϲΗdK/d,Z^/ EdZ>/EK&^/E< WWZdKt>,K>Z^KW/^WE^Z DZ/E^W/>d/^͕/E͘ WWZdKt>/^WE^Z͘ DK>EK͘ϬϮϭϱͲD EKd͗ WZKs/>K</E'/Et>> &KZ/^WE^Z͘WZKs/ D/E͘ϭͬϮΗ^WdtE hEZKhEdZ>/',dE dKt>/^WE^Zt,E WW>/>͘ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϭΗ ϭΖͲϯΗ ϮΖͲϲΗ ϮΖ Ͳ ϲ Η ϭΖ Ͳ ϴ ϭ ͬ ϰ Η ϮΖ Ͳ ϵ ϯ ͬ ϰ Η ϭΗ ϮΖͲϬΗ &/E/^,E WWZdKt> /^WE^Z ^KW/^WE^Z &/E/^,E &/>>ZWE> &/>>ZWE> ϭϬ ϱ͘Ϯ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϮΖͲϲΗ ϮΖͲϬΗ ϭΖͲϲΗ ϭΗ ϭΗϯΖͲϬΗϯΖͲϬΗ ϮΖ Ͳ ϲ Η ϭΖ Ͳ ϴ ϭ ͬ ϰ Η ϮΖ Ͳ ϵ ϯ ͬ ϰ Η ϮΖ Ͳ Ϭ Η ϲΗ &/>>ZWE> &/>>ZWE> &/E/^,E WWZdKt> /^WE^Z ^KW/^WE^Z &/E/^,E ϭϬ ϱ͘Ϯ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϮΖͲϯΗϮΖͲϯΗϭΖͲϱΗ ϮΖ Ͳ ϵ ϯ ͬ ϰ Η &/>>Z WE>D/ZK &/E/^, E &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϮΖͲϯΗ ϮΖͲϲΗ ϮΖ Ͳ ϵ ϯ ͬ ϰ Η ϭΖ Ͳ ϴ ϭ ͬ ϰ Η ϮΖ Ͳ ϲ Η &/E/^,E &/E/^,E &/>>ZWE> WWZ dKt> /^WE^Z 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E,KZ'K& KhEdZdKW^/E'>W/ KDW>/EdWZKE ^^D>z ^,>/E ZWZ^Ed^ >ZE ϵΗ D / E ͘ ϮΖ Ͳ ϭ Ϭ Η D y ͘ ; ^ > s d / K E Ϳ ϮΖ Ͳ ϯ Η ϱ ϭ ͬ Ϯ Η ϭϳΗD/E͘ ϭϭΗD/E͘ ϴΗD/E͘ ϭϭͬϮΗ ϭΖͲϭϭͬϮΗ ϮΖͲϬΗDy͘ ϮΖͲϭϭͬϰΗ ^/E< KhEdZdKW '͘͘dKWZKs/ >K</E'/Et>>&KZ E,KZ'K& KhEdZdKW^/E'>W/ KDW>/EdWZKE ^^D>z ^,>/E ZWZ^Ed^ >ZE ϵΗ D / E ͘ ϮΖ Ͳ ϭ Ϭ Η D y ͘ ; ^ > s d / K E Ϳ ϮΖ Ͳ ϯ Η ϱ ϭ ͬ Ϯ Η &ŝŶŝƐŚ&ůŽŽƌ ϬΗ ϮΖ Ͳ ϭ Ϭ Η ϮΖͲϬΗϮΖͲϬΗϮΖͲϵΗ ϭϮΗW /Ed^ t/EKtWZ Z/K>K'z sEKZ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ Ϯ ϵ D /EdZ/KZ >sd/KE^ ϱ͘Ϯ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d 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Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϬϴ Z/K>K'z ϯΖͲϲΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ&ZDdK,s>>/E/E'͘KKZ>K^ZdK/E^d>>͘ ϭϬϵ EKEͲZdKZZ/KZ ϯΖͲϬΗ ϳΖͲϬΗ >hD͘ EdZz&hEd/KEtͬDZ'Ez'Z^^,ZtZ >hD͘ >< EK͘ ϳͬϳ͘Ϭ ϴͬϳ͘Ϭ Z&ZdKϰͬϰ͘Ϭ&KZ^/'E'͘ ϭϭϬ ^dKZ' ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘ ϭϭϭ tKZ<Z ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϭϮ ^d&&hE/^y ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> WZ/sz&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘Z&ZdKϯͬϰ͘Ϭ&KZ^/'E'͘ ϭϭϯ ^d&&>KhE' ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϭϰ hd/>/dz ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘ ϭϭϲ KE&ZEZKKD ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> K&&/&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϭϳ ^,ZK&&/ ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> K&&/&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϭϵ K&&/ ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> K&&/&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ ͲͲͲ ϭϮϬ >KzhE/^y ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> WZ/sz&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘Z&ZdKϯͬϰ͘Ϭ&KZ^/'E'͘ ϭϮϭ Wd/EdhE/^y ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> WZ/sz&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘Z&ZdKϯͬϰ͘Ϭ&KZ^/'E'͘ ϭϮϮ EhZ^Ζ^^dd/KE ϯΖͲϬΗ ϳΖͲϬΗ Z&ZdK&/E/^,^,h> W^^'&hEd/KE ,͘D͘ W/Ed ϯͬϳ͘Ϭ ϰͬϳ͘Ϭ KKZ>K^ZdK/E^d>>͘ ^>͗ϭͬϰΗсϭΖͲϬΗϳ͘Ϭ KKZdzW^ϭ ^>͗ϭͬϰΗсϭΖͲϬΗϳ͘Ϭ t/EKtdzW^Ϯ ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ ϯ /EdZ/KZ,d/> ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ ϰ /EdZ/KZ:Dd/> ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ KKZ^/>>d/>ϱ ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ ^dKZ&ZKEdͬt/EKtͬKKZ:Dϴ ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ ^dKZ&ZKEdͬt/EKtͬKKZ,ϳ ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ t/EKt^/>>d/>ϵ '>/E'^,h> t/EKt dzWhͲ&dKZ ^,' sd ^d Ϭ͘ϯϲ Ϭ͘ϰϴ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ KKZ Ϭ͘ϳϳ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ EKZd, Ϭ͘ϯϲ Ϭ͘ϱϴ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϱϯ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϲϰ >^^d,EKZYh>dKϬ͘ϲϬ ^Khd, Ϭ͘ϯϲ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ t^d Ϭ͘ϯϲ Ϭ͘ϰϴ >^^d,EKZYh>dKϬ͘ϲϬ Ϭ͘ϯϲ Ϭ͘ϰϬ >^^d,EKZYh>dKϬ͘ϲϬ KKZ Ϭ͘ϳϳ Ϭ͘ϰϴ >^^d,EKZYh>dKϬ͘ϲϬ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϯΗсϭΖͲϬΗϳ͘Ϭ ^dKZ&ZKEd^/>>d/>ϲ July 27, 2021 &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘WZWd ϭϴΖͲ ϴΗ KEZd^>͘Z&Z dK^dZhdhZ> &KhEd/KE͘Z&Z dK^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^&KZ K>KZ͘Z&ZdK^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ Kh^d/>/>/E'd/>͘ Z&ZdKϮ͘Ϭ&KZ>Kd/KE E,/',d͘ tKK:K/^d͘Z&Z dK^dZhdhZ>͘ W>ztKK<͘Z&Z dK^dZhdhZ>͘ ϲϯͬϰΗKEd/EhKh^W^;ZͲϯϬ D/E/DhDͿZ/'//E^h>d/KE t,/dϲϬD/>dWKZKK& DDZE͘ZhEDDZEhW EKsZDhWZWd WZ^^hZdZdϮǆ tKK>K</E' Dd>W&>^,/E' ^W > / d Ͳ & ϵΖ Ͳ ϰ Η ,K E ϯΖ Ͳ ϰ Η ^W > / d Ͳ & ϱΖ Ͳ ϰ Η ^D K K d , Ͳ & ϴΗ ϮϭͬϰΗKEd/EhKh^W^;ZͲϭϬ D/E/DhDͿZ/'//E^h>d/KEdK ydEϮϰΗD/E/DhD͘ ϴ͘ϭ ϰ ϴ͘ϭ ϱ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘WZWd ϭϴΖͲ ϴΗ KEZd^>͘Z&Z dK^dZhdhZ> &KhEd/KE͘Z&Z dK^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^&KZ K>KZ͘Z&ZdK^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ Kh^d/>/>/E'd/>͘ Z&ZdKϮ͘Ϭ&KZ>Kd/KE E,/',d͘ tKK:K/^d͘Z&Z dK^dZhdhZ>͘ W>ztKK<͘Z&Z dK^dZhdhZ>͘ ϲϯͬϰΗKEd/EhKh^W^;ZͲϯϬ D/E/DhDͿZ/'//E^h>d/KE t,/dϲϬD/>dWKZKK& DDZE͘ZhEDDZEhW EKsZDhWZWd WZ^^hZdZdϮǆ tKK>K</E' Dd>W&>^,/E' ϮϭͬϰΗKEd/EhKh^W^;ZͲϭϬ D/E/DhDͿZ/'//E^h>d/KEdK ydEϮϰΗD/E/DhD͘ >hD/EhD^dKZ&ZKEd͘ Z&ZdKϳ͘Ϭ&KZd/>^͘ ϳ͘Ϭ ϳ ϵΖ Ͳ ϰ Η ,K E ϯΖ Ͳ ϰ Η ^W > / d Ͳ & ϱΖ Ͳ ϰ Η ^D K K d , Ͳ & ϴΗ ϳ͘Ϭ ϲ ϴ͘ϭ ϱ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘WZWd ϭϴΖͲ ϴΗ KEZd^>͘Z&Z dK^dZhdhZ> &KhEd/KE͘Z&Z dK^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^&KZ K>KZ͘Z&ZdK^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ Kh^d/>/>/E'd/>͘ Z&ZdKϮ͘Ϭ&KZ>Kd/KE E,/',d͘ tKK:K/^d͘Z&Z dK^dZhdhZ>͘ W>ztKK<͘Z&Z dK^dZhdhZ>͘ ϲϯͬϰΗKEd/EhKh^W^;ZͲϯϬ D/E/DhDͿZ/'//E^h>d/KE t,/dϲϬD/>dWKZKK& DDZE͘ZhEDDZEhW EKsZDhWZWd WZ^^hZdZdϮǆ tKK>K</E' Dd>W&>^,/E' ϮϭͬϰΗKEd/EhKh^W^;ZͲϭϬ D/E/DhDͿZ/'//E^h>d/KEdK ydEϮϰΗD/E/DhD͘ >hD/EhDt/EKt͘Z&Z dKϳ͘Ϭ&KZd/>^͘ ϳ͘Ϭ ϳ ϳ͘Ϭ ϵ ^W > / d Ͳ & ϲΖ Ͳ ϴ Η ϮΖ Ͳ ϴ Η ,K E ϯΖ Ͳ ϰ Η ^W > / d Ͳ & ϱΖ Ͳ ϰ Η ^D K K d , Ͳ & ϴΗ ϴ͘ϭ ϰ ϴ͘ϭ ϱ &ŝŶŝƐŚ&ůŽŽƌ ϬΗ :ŽŝƐƚĞĂƌŝŶŐ ϭϰΖͲ ϬΗ d͘K͘dKtZWZWd ϮϭΖͲ ϴΗ d͘K͘WZWd ϭϴΖͲ ϴΗ ^D K K d , Ͳ & ϭϮ Ζ Ͳ ϴ Η ^W > / d Ͳ & ϴΖ Ͳ ϴ Η ^D K K d , Ͳ & ϰΗ ,K E ϯΖ Ͳ ϰ Η ^W > / d Ͳ & ϵΖ Ͳ ϰ Η KEZd^>͘Z&Z dK^dZhdhZ> &KhEd/KE͘Z&Z dK^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^&KZ K>KZ͘Z&ZdK^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ Kh^d/>/>/E'd/>͘ Z&ZdKϮ͘Ϭ&KZ>Kd/KE E,/',d͘ tKK:K/^d͘Z&Z dK^dZhdhZ>͘ W>ztKK<͘Z&Z dK^dZhdhZ>͘ ϲϯͬϰΗKEd/EhKh^W^;ZͲϯϬ D/E/DhDͿZ/'//E^h>d/KE t,/dϲϬD/>dWKZKK& DDZE͘ZhEDDZEhW EKsZDhWZWd WZ^^hZdZdϮǆ tKK>K</E' Dd>W&>^,/E' ϮϭͬϰΗKEd/EhKh^W^;ZͲϭϬ D/E/DhDͿZ/'//E^h>d/KEdK ydEϮϰΗD/E/DhD͘ Z/'//E^h>d/KEdKZd ^>KW͘Z&ZdKZKK&W>E &KZD/E^>KW͘ WZ^^hZdZdϮǆ tKK>K</E' Dd>W&>^,/E' ϴ͘ϭ ϰ ϴ͘ϭ ϰ ^/D͘ ϴ͘ϭ ϲ ϴ͘ϭ ϱ ϴ͘ϭ ϱ WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ ϯ Ϯ D ydZ/KZt>> ^d/KE^ ϴ͘Ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϯͬϰΗсϭΖͲϬΗϴ͘Ϭ dzW/>t>>^d/KEϭ ^>͗ϯͬϰΗсϭΖͲϬΗϴ͘Ϭ t>>^d/KEd^dKZ&ZKEdϮ ^>͗ϯͬϰΗсϭΖͲϬΗϴ͘Ϭ t>>^d/KEdt/EKtϯ ^>͗ϯͬϰΗсϭΖͲϬΗϴ͘Ϭ ^d/KEd,ZKh',s^d/h>ϰ July 27, 2021 KEZd^/t><͘Z&ZdK/s/> W>E^&KZ>Kd/KEEd/>^͘ WZKs/ϭͬϴΗ͗ϭϮΗD/E͘ϭͬϰΗ͗ϭϮΗDy͘ ^>KW͘ KEZd^>͘Z&Z dK^dZhdhZ> &KhEd/KE͘Z&Z dK^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^ &KZK>KZ͘Z&ZdK ^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ ϮϭͬϰΗKEd/EhKh^W^;ZͲϭϬ D/E/DhDͿZ/'//E^h>d/KEdK ydEϮϰΗD/E/DhD͘ Dd>&^/ ^>&,^/s&>^,/E' WZ^^hZdZdϮǆ tKK>K</E' t,/dϲϬD/>dWKZKK& DDZEydEhW EKsZWZWd ϱͬϴΗydZ/KZ'Z W>ztKK Dh͘Z&ZdK>sd/KE^ &KZK>KZ͘Z&ZdK ^dZhdhZ>͘ Dh͘Z&ZdK>sd/KE^&KZ K>KZ͘Z&ZdK^dZhdhZ>͘ ϯΗKEd/EhKh^W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ W>ztKK<͘Z&Z dK^dZhdhZ>͘ Z/'//E^h>d/KEdKZd 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^dKZD^tZ^z^dD͘Z&Z dK/s/>Zt/E'^&KZ /d/KE>/E&KZDd/KE͘ WZKs/^^WE>&KZ >EKhd͘KKZ/Edt/d, W>hD/E'Zt/E'^&KZ >Kd/KE͘ >WZKK&/E'E&>^,/E' /EdKZKK&K>>Z ZKK&Z/E͘E,KZdK<͘ DDZEZKK&͘ Z&ZdKZKK&W>E͘ dWZ/E^h>d/KE͘ Z&ZdKt>>^d/KE^͘ ϲΗ/ZKK&Z/E͘Z&ZdK W>hD/E'Zt/E'^͘ WZ/DZzdKZ/EdK hEZ'ZKhE^tZ ^z^dD͘KsZ&>KtZ/EdK Z/Ed'Z͘Z&ZdK /s/>Zt/E'^͘ ZKK&Z/E KsZ&>KtZ/E Ϯ Η WƌŽũĞĐƚEƵŵďĞƌ Ϯ Ϭ Ϯ ϭ ^ K / s Z ^ / & / K Z W K Z d / K E ŝĚĂƚĞ WĞƌŵŝƚĂƚĞ ƌĂǁŶͬŚĞĐŬĞĚ K E ^ d Z ͘ K ͘ Θ Z s ^ / K E ^ ͬ ^ K / s Z ^ / & / K Z W K Z d / K E ϭϮ ^ Ƶ Ŷ Ŷ Ğ Ŷ ƌ ŝ ǀ Ğ ͕ ^ Ƶ ŝ ƚ Ğ ϭ Ϭ Ϭ ͕ ^ ƚ ͘ > Ž Ƶ ŝ Ɛ ͕ D K ϲ ϯ ϭ ϰ ϯ d ͗ ϯ ϭ ϰ Ͳ ϴ Ϯ ϭ Ͳ ϭ ϭ Ϭ Ϭ WƌŽĨĞƐƐŝŽŶĂůŽĨZĞĐŽƌĚ͗ <s/Et/>>/D,ZD^ >ŝĐĞŶƐĞEŽ͗͘ZͲϵϴϲϰϯϯ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϬϰͬϭϲͬϮϮ ŝǀĞƌƐŝĨŝĞĚƌĐŚŝƚĞĐƚƵƌĂů WƌŽĨĞƐƐŝŽŶĂůƐ/ŶĐ͕͘^K ƌĐŚŝƚĞĐƚƵƌĂůWƌŽĨĞƐƐŝŽŶĂůƐ ƌĐŚ͘&ŝƌŵEŽ͗͘ϬϬϴϭϳ ǆƉŝƌĂƚŝŽŶĂƚĞ͗ϭϮͬϯϭͬϮϭ &ŽƌŽŶƐƚƌƵĐƚŝŽŶ ͲͲͬͲͲͬͲͲ ϳͬ Ϯ ϳ ͬ Ϯ Ϭ Ϯ ϭ ϴ ͗ Ϯ ϰ ͗ ϯ ϯ D ydZ/KZ d/>^ ϴ͘ϭ D^<t, ϮϭϬϬϴϴϮ ϬϳͬϮϳͬϮϬϮϭ ϬϳͬϮϳͬϮϬϮϭ :h ^d ϰ </^h Z 'E d Z Z y h Z '͕/ ^ > D , / ' , t z h ͘ ^ ͘ Ϯ Ϭ Z d K h ^ / E ^ ^ W Z < Ͳ > K < ϭ ͕ > K d Ϯ Z y h Z ' ͕ / ϴ ϯ ϰ ϰ Ϭ ^>͗ϭϭͬϮΗсϭΖͲϬΗϴ͘ϭ ^/>>d/>ϰ ^>͗ϭϭͬϮΗсϭΖͲϬΗϴ͘ϭ WZWdd/>ϱ ^>͗ϭϭͬϮΗсϭΖͲϬΗϴ͘ϭ s^d/h>ZKK&&>^,/E'd/>ϲ E Ž ͘ Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ Ă ƚ Ğ ^>͗ϭͬϮΗсϭΖͲϬΗϴ͘ϭ s^d/h>W>Eϭ ^>͗ϭΗсϭΖͲϬΗϴ͘ϭ Dhd/>KZEZϮ ^>͗ϭΗсϭΖͲϬΗϴ͘ϭ Dhd/>W/>^dZϯ ^>͗ϭΗсϭΖͲϬΗϴ͘ϭ Z/EhDWKhdϳ ^>͗ϭϭͬϮΗсϭΖͲϬΗϴ͘ϭ ZKK&Z/Ed/>ϴ July 27, 2021 LA LB 2 1 3 4 5 A B C D 1. 1 1. 4 10 0 LO B B Y 10 1 EX A M 1 10 2 EX A M 2 10 3 EX A M 3 10 4 EX A M 4 105EXAM 5 106EXAM 6107EXAM 7108RADIOLOGY109NON-RATED CORRIDOR 11 0 ST O R A G E 11 1 WO R K A R E A 11 2 ST A F F U N I S E X 11 3 ST A F F L O U N G E 11 4 UT I L I T Y 11 5 NO N -RA T E D CO R R I D O R 11 6 CO N F E R E N C E RO O M 11 7 SH A R E D O F F I C E 11 8 RE C E P T I O N 11 9 OF F I C E 12 0 LO B B Y U N I S E X 12 1 PA T I E N T UN I S E X 12 2 NU R S E ' S ST A T I O N LB -32 H LB -32 H LB -32 HLB -32 H LB -32 H LB -32 H LB -32 HLB -32 HLB -32 HLB -32 H LB -32 H LB -32 H LB -32 H LB -32 H LB -32 H LB -32 H LB -32 H LB -32 H LB -34 A LB -34 A LB -33 H LB -33 HLB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -34 ALB -34 A LB -34 A LB -34 A LB -34 ALB -34 A LB -34ALB-34A LB -34BLB-34BLB-34BLB-34A LB -34ALB-34H LB -34H LB -34H LB -34H LB -34H LB -34H LB -34HLB-34H LB -34HLB-32HLB-32H LB -34 A LB -34 A LB -34A LB -34 A LB -34 A LB -33 A LB -33 A LB -33 H LB -33 HLB -33 H LB -33 A LB -33 A LB -34 A LB -34 A LB -33 HLB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 H LB -33 A LB -33 A LB -33 A LB -33 H LB -33 H LB -33 H LB -33 H LB -33 B LB -33 B LB -32 H LB -32 H LB -32 H LB -32 H LB -32 HLB -32 HLB -32 HLB -32 H LB -32 H LB -32 H LB -32 HLB -32 H LB -32 H LB -32 H LB -32 HLB -32 H LB -32H LB -32H LB -32HLB-32HLB-32HLB-32H LB -32 H LB -32 H LB -32 HLB -32 H LB -32 H LB -32 H LB -32 HLB -32 H LB -32H LB -32H LB -32 H LB -32 H OS OS OS O S OS OSOS OS OS LA B E L "T I M E C L O C K OV E R R I D E " a OR C1 OS 33 a 32 b 32 a OS OS TC D OS OS D b b b b b b b b b b b b c c c c c XA LB - 3 2 XA LB-32EA EA E LB - 3 2 E LB - 3 3 E LB - 3 3 E LB-34 E LB - 3 3 X LB - 3 2 X LB - 3 3 X LB - 3 2 X LB - 3 2 X LB-32 E LB - 3 3 E LB - 3 2 E LB-32 E LB - 3 3 E LB-34D OS D aa a bb bb bb LB-34b LB-34aNL NL NL NL NL NL 32 c a a a a a a 3 33 b b b E LB - 3 2 X LB - 3 3 3 32 d DA Y L I G H T I N G ZO N E LA B E L "D A Y L I G H T I N G " NL NLNL NL NL NL NL NL NL NL 3 32d 3 33 b d d d d d d d d d d d d d d d d d dd d d d d d dd 2 1 3 4 5 A B C D 1. 1 1. 4 X LB - 3 2 • E X C E P T I O N T O A L L C O N T R O L S ( C 4 0 5 . 2 ) • S E C U R I T Y O R E M E R G E N C Y A R E A S T H A T A R E R E Q U I R E D T O B E C O N T I N U O U S L Y L I T . • I N T E R I O R E X I T S T A I R W A Y S , R A M P S , A N D P A S S A G E W A Y S . • E M E R G E N C Y E G R E S S T H A T I S N O R M A L L Y O F F . • M A N U A L C O N T R O L S ( C 4 0 5 . 2 . 5 ) • R E A D I L Y A C C E S S I B L E T O O C C U P A N T S • L O C A T E D W H E R E T H E C O N T R O L L E D L I G H T S A R E V I S I B L E TO L I G H T S O R T H E S W I T C H S H A L L B E L A B E L E D WI T H T H E C O N T R O L L E D A R E A A N D I N D I C A T E T H E I R S T A T U S (P I L O T L I G H T ) • O C C U P A N C Y S E N S O R S ( C 4 0 5 . 2 . 1 ) • C L A S S R O O M S / L E C T U R E / T R A I N I N G R O O M S , C O N F E R E N C E / M E ET I N G / M U L T I P U R P O S E R O O M S , C O P Y / P R I N T RO O M S , L O U N G E / B R E A K R O O M S , E N C L O S E D O F F I C E S , O P E N P LA N O F F I C E A R E A S , R E S T R O O M S , S T O R A G E RO O M S , L O C K E R R O O M S , W A R E H O U S E S T O R A G E A R E A S , A N D O TH E R S P A C E S 3 0 0 S Q U A R E F O O T O R L E S S AN D E N C L O S E D B Y F L O O R - T O - C E I L I N G H E I G H T P A R T I T I O N S . • F U N C T I O N ( C 4 0 5 . 2 . 1 . 1 ) • A U T O M A T I C A L L Y T U R N O F F 2 0 M I N U T E S A F T E R O C C U P A N T S H A V E L E F T T H E S P A C E • M A N U A L O N ( V A C A N C Y S E N S O R ) O R C O N T R O L L E D T O A U T O MA T I C A L L Y T U R N O N T H E L I G H T I N G T O N O T MO R E T H A N 5 0 % P O W E R E X C E P T F O R T H E F O L L O W I N G A R E A S : • F U L L A U T O M A T I C - O N C O N T R O L S A R E A L L O W E D F O R C O R R I DO R S , S T A I R W A Y S , R E S T R O O M S , EN T R A N C E - L O B B I E S , A R E A S W H E R E M A N U A L - O N O P E R A T I O N WO U L D E N D A N G E R SA F E T Y O R S E C U R I T Y ( L I F E S A F E T Y ) . • A L L A R E A S M U S T H A V E L O C A L C O N T R O L S T O M A N U A L L Y T UR N O F F T H E L I G H T S • T I M E - S W I T C H C O N T R O L S ( C 4 0 5 . 2 . 2 ) • P E R T A I N S T O A R E A S W I T H O U T O C C S E N S O R S • F U N C T I O N ( C 4 0 5 . 2 . 2 . 1 ) • T I M E - S W I T C H S H A L L I N C L U D E A N O V E R R I D E S W I T C H T H A T H A S M A N U A L C O N T R O L : • W H E N I N I T I A T E D , S H A L L P E R M I T T H E C O N T R O L L E D L I G H TS T O R E M A I N O N F O R N O M O R E T H A N 2 HO U R S • N O I N D I V I D U A L O V E R R I D E S W I T C H C O N T R O L S T H E L I G H T IN G F O R A N A R E A N O M O R E T H A N 5 , 0 0 0 SQ U A R E F E E T • T H E T I M E - S W I T C H S H A L L H A V E T H E F O L L O W I N G F U N C T I O NS / C A P A B I L I T I E S • H A V E A M I N I M U M 7 - D A Y C L O C K • B E C A P A B L E O F B E I N G S E T F O R S E V E N D I F F E R E N T D A Y TY P E S P E R W E E K • I N C O R P O R A T E A N A U T O M A T I C H O L I D A Y S H U T O F F F E A T U R E T O T U R N O F F A L L C O N T R O L L E D L I G H T S FO R A T L E A S T 2 4 H O U R S B E F O R E R E S U M I N G N O R M A L L Y S C H E DU L E D O P E R A T I O N S • P R O G R A M B A C K U P C A P A B I L I T I E S T H A T P R E V E N T T H E L O S S O F P R O G R A M A N D T I M E S E T T I N G S F O R AT L E A S T 1 0 H O U R S I F P O W E R I S I N T E R R U P T E D IE C C 2 0 1 8 - LI G H T I N G C O N T R O L S : • L I G H T R E D U C T I O N ( C 4 0 5 . 2 . 2 . 2 ) • R E Q U I R E D I N A R E A S W I T H T I M E - S W I T C H C O N T R O L S • L I G H T - R E D U C T I O N C O N T R O L S S H A L L B E M A N U A L • L I G H T - R E D U C T I O N C O N T R O L S S H A L L R E D U C E T H E C O N N E C TE D L I G H T I N G L O A D B Y A T L E A S T 50 % T H R O U G H O N E O F T H E F O L L O W I N G M E T H O D S : • C O N T R O L L I N G A L L L U M I N A I R E S ( C O N T I N U A L D I M M I N G ) • D U A L S W I T C H I N G O F A L T E R N A T E R O W S O F L U M I N A I R E S , OR A L T E R N A T E L U M I N A I R E S (D U A L - L E V E L L I G H T I N G ) • E X C E P T I O N S : • L I G H T R E D U C T I O N C O N T R O L S A R E N O T R E Q U I R E D W H E R E / IN : • S P A C E S W H E R E P A T I E N T C A R E I S D I R E C T L Y P R O V I D E D • S P A C E S W H E R E A U T O M A T I C S H U T O F F W O U L D E N D A N G E R S A FE T Y O R S E C U R I T Y ( L I F E SA F E T Y ) • L I G H T I N G I N T E N D E D F O R C O N T I N U O U S O P E R A T I O N ( N I G H T L I G H T S ) • D A Y L I G H T Z O N E S W I T H D A Y L I G H T R E S P O N S I V E C O N T R O L S C O M P L Y I N G W I T H C 4 0 5 . 2 . 3 • W H E R E P R O V I D E D W I T H M A N U A L C O N T R O L , T H E F O L L O W I N G A R E A S A R E N O T R E Q U I R E D T O H A V E LI G H T R E D U C T I O N C O N T R O L : • S P A C E S T H A T H A V E O N L Y O N E L U M I N A I R E W I T H A R A T E D P O W E R O F L E S S T H A N 1 0 0 W A T T S . • S P A C E S T H A T U S E L E S S T H A N 0 . 6 W A T T S P E R S Q U A R E F OO T . • C O R R I D O R S , L O B B I E S , E L E C T R I C A L R O O M S , A N D M E C H A N IC A L R O O M S • D A Y L I G H T I N G C O N T R O L S ( C 4 0 5 . 2 . 3 ) • E X C E P T I O N S : • S P A C E S W H E R E P A T I E N T C A R E I S D I R E C T L Y P R O V I D E D • S P A C E S W I T H L E S S T H A N 1 5 0 W A T T S O F G E N E R A L L I G H T IN G I N T H E S I D E L I T Z O N E A R E E X E M P T F R O M SI D E L I T D A Y L I G H T I N G C O N T R O L R E Q U I R E M E N T S . • F U N C T I O N ( C 4 0 5 . 2 . 3 . 1 ) • L I G H T S I N D A Y L I G H T I N G Z O N E S S H A L L B E C O N T R O L L E D IN D E P E N D E N T L Y O F L I G H T S O U T S I D E O F DA Y L I G H T I N G Z O N E S • M A N U A L C O N T R O L S S H A L L B E L O C A T E D W I T H I N E A C H S P A CE S O T H A T T H E C O N T R O L L E D A R E A C A N BE S E E N • M A N U A L C O N T R O L S S H A L L B E R E A D I L Y A C C E S S I B L E • M A N U A L C O N T R O L S S H A L L B E C A P A B L E O F C O M P L E T E L Y S HU T T I N G O F F A L L C O N T R O L L E D L I G H T S • W H E R E L O C A T E D I N O F F I C E S , C L A S S R O O M S , L A B O R A T O R I ES , A N D L I B R A R Y R E A D I N G R O O M S T H E DA Y L I G H T R E S P O N S I V E C O N T R O L S S H A L L D I M T H E L I G H T S C ON T I N U O U S L Y F R O M F U L L O U T P U T DO W N T O A T L E A S T 1 5 % O F F U L L O U T P U T O R L O W E R • L I G H T S I N S I D E L I T Z O N E S T H A T F A C E D I F F E R E N T C A R D IN A L D I R E C T I O N S S H A L L B E C O N T R O L L E D IN D E P E N D E N T L Y O F E A C H O T H E R • E X C E P T I O N : U P T O 1 5 0 W A T T S O F L I G H T I N G I N E A C H S PA C E I S P E R M I T T E D T O B E C O N T R O L L E D TO G E T H E R W I T H L I G H T I N G I N A D A Y L I G H T Z O N E F A C I N G A DI F F E R E N T C A R D I N A L DI R E C T I O N • AUTOMATIC CONTROLS (DAYLIGHT-RESPONSIVE CONTROLS )• EXCEPTIONS: AREAS WITH LESS THAN 150W OF GENERAL LIGHTING • FUNCTION (C405.2.3.1)• CALIBRATED FROM WITHIN THE SPACE, CALIBRATION ME CHANISMS READILY ACCESSIBLE • CAPABLE OF SHUTTING OFF LIGHTS • CONTROL OF WINDOWS CAN’T TURN A CORNER (N,S,E,W DIFFERENT CONTROLS)• EXCEPTION: CAN TURN A CORNER IF LESS THAN 150W.• SIDELIGHT ZONE (WINDOW) (C405.2.3.2)• EXCEPTION: WINDOWS LESS THAN 24 SF.• DEPTH IS EQUAL TO THE HEIGHT FROM THE TOP OF THE WINDOW TO THE FLOOR OR NEAREST FULL HEIGHT WALL • WIDTH OF WINDOW + 2’ O N E A C H S I D E O R N E A R E S T F U L L HEIGHT WALL • EXTERIOR CONTROLS (C405.2.6)• ALL EXTERIOR LIGHTS REQUIRE A PHOTOCELL • NON FAÇADE AND LANDSCAPE APPLICATIONS • TOTAL LIGHTING IS AUTOMATICALLY REDUCED BY NO LE SS THAN 30% BY SELECTIVELY SWITCHING OFF OR DIMMING LUMINAIRES AT ONE OF THE FOLLOWING T IMES:• NO LATER THAN MIDNIGHT TO NO EARLIER THAN 6 AM • NO LATER THAN ONE HOUR AFTER BUSINESS CLOSES TO NO EARLIER THAN ONE HOUR BEFORE BUSINESS OPENS • DURING ANY TIME WHERE ACTIVITY HAS NOT BEEN DETE CTED FOR 15 MINUTES OR MORE • VOLTAGE DROP IN FEEDERS AND BRANCH CIRCUITS (C40 5.9)• THE TOTAL VOLTAGE DROP ACROSS THE COMBINATION OF FEEDERS AND BRANCH CIRCUITS SHALL NOT EXCEED 5%• TYPICALLY 2% FOR FEEDERS AND 3% FOR BRANCH CIRCU ITS A. C O N N E C T A L L E M E R G E N C Y L I G H T F I X T U R E S A N D N I G H T L IG H T FI X T U R E S A H E A D O F S W I T C H E S A N D T I M E C L O C K C O N T R O L S B. A L L E X T E R I O R L I G H T S C O N T R O L L E D B Y T I M E C L O C K T O R K # D G L C 2 0 0 A AN D P H O T O C E L L T O R K # E P C - A . R E F E R T O E X T E R I O R L I G H T I NG CO N T R O L S D E T A I L 3 / E 3 . 0 . GE N E R A L N O T E S Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 2 2 : 3 7 P M LIGHTING PLAN E2.0DAWHJA210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " E2 . 0 LI G H T I N G P L A N 1 No.DescriptionDate 07/27/21 U. C . Re f r . WH S S J JJ J J J J J J JJ J J J J JJ J J JJ J J J J J J LA LB 2 1 3 4 5 A B C D 1. 1 1. 4 LB -1 11 6 CO N F E R E N C E RO O M 11 7 SH A R E D O F F I C E 11 4 UT I L I T Y 11 3 ST A F F L O U N G E 11 2 ST A F F U N I S E X 11 1 WO R K A R E A 110STORAGE 108RADIOLOGY109NON-RATED CORRIDOR 107EXAM 7 106EXAM 6 105EXAM 5 10 4 EX A M 4 10 3 EX A M 3 10 2 EX A M 2 10 1 EX A M 1 10 0 LO B B Y 11 8 RE C E P T I O N 11 9 OF F I C E 12 0 LO B B Y U N I S E X 12 1 PA T I E N T UN I S E X 12 2 NU R S E ' S ST A T I O N 11 5 NO N -RA T E D CO R R I D O R 10 0 A VE S T I B U L E LB -1 LB -1 LB -1 LB -1 LB -1 LB -3 LB -3 LB -3 LB -3 LB -3 LB -3 LB -5 LB -5LB-5 LB -5LB-5 LB -2 LB -4 LB -6 LB -26 LB -5 LB -5 LB -18 LB -22 LB -20 LB -24 LB -12 LB -12 LB -12 LB -12 LB -12 LB -12 LB -12 LB -12 U U U U U LB -13 LB -13 LB -13 LB -13 LB -13 LB -13 LB -13 LB -13 LB -10 3' -6"HLB-8H LB -9 3' - 2" LB -9 3' - 2" LB -9 3' -2"LB -7 3' -2" LB -17 LB -17 RT U 1 LB -17 RT U 2 RT U 3 LB -17 3' - 8" LB -17 3' - 8" LB -17 LB -17 3' - 8" HH LB -11 LB -11 LB -11 LB -11 LB -19LB-19LB-19 RC P 1 LB -9 3' - 2" LB -9 3' - 2" LB -21 LB -14 3' - 8" LB -23 LB -25 LB -21 LB -21 LB -16 LB -21 3' - 8" LB -21 3' - 8" LB -21 3' - 8" LB -28 LB -7LB-7LB-7LB-21LB-21 LA -7, 9 , 1 1 LA -8, 1 0 , 1 2 LA -13 , 1 5 , 1 7 LB -36 LB -15 LA -2,4,6 LB -39 , 4 1 LB -31 2' - 10 " LB -50 2' - 10 " LB -27 LB -27 LB -27 WP WP WP LB -27 3' - 8" LB -29 LB -30 EF 1 1 2 3124536 4 5 7 8 10 5 9 9 9 10 9 (T Y P ) 2 2 2 2 2 222 2 7 7 8 8 888 8 LB -35,37 2 E3 . 0 LB -48 LB -45 LB -47 6 6 2 1 3 4 5 A B C D 1. 1 1. 4 5' - 6"5' - 0"LB -5LB-5H H ME T E R A N D DI S C O N N E C T . R E F E R TO D E T A I L 1 / E 4 . 0 F O R MO R E I N F O R M A T I O N . AUTOMATIC TRANSFER SWITCH AND E-STOP. REFER TO 1/E4.0 FOR MORE INFORMATION EX T E N D C O N D U I T F O R IN C O M I N G T E L E P H O N E SE R V I C E F R O M U T I L I T Y D' M A R C T O T H I S L O C A T I O N LB -49 LB -49 5 ' - 9 " 6' - 1 0 " 4 9 9 LB -21 3' - 8" 10 10 10 10 10 11 11 11 1111 11 LB -7 WP WP LB -13 11 11 11 11 1111 LB -51 GE N E R A T O R CO N T R O L P A N E L . RE F E R T O E 4 . 0 F O R MO R E I N F O R M A T I O N 10 12 12 LB -12 0 ' - 4 " TI M E S W I T C H TO R K # D G L C 2 0 0 A - N C LB - 5 2 N OR C1 TI M E C L O C K O V E R R I D E CO N T A C T O R # 1 TI M E C L O C K O N L Y SP A R E SP A R E LB - 3 2 LB - 4 8 EF - 1 CO N T A C T O R # 2 TI M E C L O C K O N L Y TI M E C L O C K N O T E S • C O N T A C T O R # 1 F O R I N T E R I O R LI G H T I N G A N D E X H A U S T F A N S . TY P I C A L L Y " O N " A H A L F - H O U R BE F O R E O P E N A N D " O F F " A HA L F - H O U R A F T E R C L O S I N G • C O N T A C T O R # 2 F O R C A N O P Y LI G H T I N G • C O N T A C T O R # 3 F O R S I G N A G E • V E R I F Y T I M E S W I T H O W N E R RE P R E S E N T A T I V E P R I O R T O PR O G R A M M I N G LB - 4 6 PH O T O C E L L TO R K # E P C - A CO N T A C T O R # 3 PH O T O C E L L O N L Y LB - 4 3 SI T E S I G N A G E CO N T A C T O R SQ U A R E D #L G 4 0 - V 0 2 SP A R E S P A R E SP A R E S P A R E LO B B Y / NU R S E L T G RE C E P T / OF F I C E L T G LB - 3 3 WA L L LI G H T S LB - 4 5 W A L L S I G N A G E S TC C C CPC LB - 4 7 CO N T A C T O R SQ U A R E D #L G 6 0 - V 0 2 SP A R E S P A R E WA L L S I G N A G E PO L E L I G H T S LB - 4 4 SP A R E S P A R E SP A R E SP A R E CO N T A C T O R SQ U A R E D #L G 6 0 - V 0 2 SP A R E S P A R E SP A R E SP A R E Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 2 2 : 3 8 P M POWER PLAN E3.0DAWHJA210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " E3 . 0 PO W E R P L A N 1 GENERAL NOTES A. HEALTH CARE REQUIREMENTS A L L E L E C T R I C A L D E V I C E S I N THE RADIOLOGY, PROCEDURE, AND EXAM ROOMS SHALL HAVE REDUNDANT GROUNDING PER SECTI ON 6g OF THE SPECIFICATIONS ON E1.0. ALL RECEPTACLES IN RADIOLOGY AND PROCEDURE SH ALL BE HOSPITAL GRADE PER SECTION 7c OF THE SPECIFICATIONS.B. RECEPTACLES WITHIN 6' FROM THE TOP INSIDE EDGE O F THE BOWL OF A SINK SHALL HAVE GROUND-FAULT PROTECTION (NEC 210.8(A)7) C. WHILE A NURSE CALL SYSTEM IS SHOWN, IT IS ONLY T O BE INSTALLED IN JURSIDICTIONS THAT REQUIRE IT. IF IT NOT REQUIRED, IT WILL NOT BE INST ALLED.E3.0 POWER KEY NOTES 1 E X A M R O O M R E C E P T A C L E S T O B E M O U N T E D P E R D E T A I L 2 / E 3.0 TYPICAL.2 C A B L E A N D T V D A T A O U T L E T A N D R E C E P T A C L E 4 8 " A F F C O ORDINATE MOUNTING HEIGHT IN FIELD WITH OWNER'S REPRESENTATIVE 3 N U R S E S T A T I O N W I R E L E S S A C C E S S P O W E R A N D D A T A P R O V I DE CEILING MOUNTED RECEPTACLE AND DATA BOX.4 U N D E R S L A B D A T A A N D P O W E R R O U T E 3 / 4 " C O N D U I T F O R P OWER AND 1" CONDUIT FOR DATA FROM ACCESSIBLE CEILING SPACE, DOWN WALL, UNDER SLA B, AND STUB-UP IN MILLWORK AND EXTEND TO DEVICE.5 C O P I E R P O W E R T O B E F I E L D V E R I F I E D F O R V O L T A G E A N D PHASE OF UNIT. PROVIDE NECESSARY POWER ON DEDICATED CIRCUIT.6 E X T E R I O R S I G N F I E L D V E R I F Y W I T H S I G N C O N T R A C T V E N D OR FOR THE EXACT LOCATION AND NUMBER OF JUNCTION BOXES REQUIRED TO MAKE A COMPLET E AND WORKING SYSTEM. VERIFY WITH SIGN VENDOR FOR DISCONNECTING MEANS.7 R T U E C T O P R O V I D E W E A T H E R - P R O O F D I S C O N N E C T A N D R E C EPTACLE.8 I N S T R U M E N T B O A R D T V B O X M O U N T A R L I N G T O N # T V B S 8 1 0 A T 56" AFF. COORDINATE FINAL LOCATION WITH GENERAL CONTRACTOR.9 G F I C I R C U I T B R E A K E R T O B E P R O V I D E D F O R T H I S O U T L E T . PERMANENTLY MARK OUTLET COVER WITH PANEL NAME AND CIRCUIT NUMBER.10 S E C U R I T Y C A M E R A C O O R D I N A T E M O U N T I N G H E I G H T A N D L O CATION WITH OWNER PRIOR TO ROUGH-IN.11 C E I L I N G D A T A O U T L E T F O R W I F I . 12 C E I L I N G S P E A E K E R C O O R D I N A T R E Q U I R E M E N T S A N D L O C A T ION WITH OWNER PRIOR TO ROUGH-IN. E3 . 0 R A D I O L O G Y K E Y N O T E S 1 X - R A Y D I S C O N N E C T 1 0 0 A M P , C I R C U I T B R E A K E R , 1 2 0 / 2 0 8 V, 3 P H . 4 W . , M O U N T E D A T 5 ' - 0 " A F F , MI N I M U M # 3 W I R E . 2 X - R A Y P U L L B O X 8 " x 8 " x 4 " W I T H O V E R S I Z E D C O V E R MO U N T E D A T 1 8 " A F F . 3 P H O N E J A C K S ( 3 ) R J 4 5 M O U N T E D A T 1 8 " A F F . 4 H U B B L E B A S E T R A C K ( P B 3 ) S Y S T E M I N C L U D E S C O V E R , E L B O WS A N D E N D C A P S , M O U N T E D A T 7 " AF F # 1 M B K 6 ( G R A I N G E R P A R T # ) . 5 X - R A Y S I G N : M O U N T J U N C T I O N B O X A B O V E D O O R A N D C E N T ER E D O N D O O R O P E N I N G , ( T H I S I S ON L Y N E E D E D I F X - R A Y I N U S E S I G N I S I N S T A L L E D , V E R I FY W I T H O W N E R ' S R E P R E S E N T A T I V E ) . 6 C O N T R O L W A L L : R E F E R T O T H E X - R A Y V E N D O R ' S P L A N F O R T H E F I N A L L O C A T I O N S A N D DI M E N S I O N S . V E N D O R S H A L L A L S O S U P P L Y C U T S H E E T S F O R E Q U I P M E N T A N D T H E P H Y S I C I S T S RE P O R T F O R T H E R O O M I N D I C A T I N G W H E R E L E A D L I N I N G W I LL B E A P P L I E D ( T H E S E I T E M S W I L L BE A D E F E R R E D S U B M I T T A L T O T H E B U I L D I N G D E P A R T M E N T IF R E Q U I R E D ) . # #No.DescriptionDate SC A L E : 1 / 4 " = 1 ' - 0 " E3 . 0 AB O V E C O U N T E R O U T L E T D I A G R A M 2 SC A L E : N O T T O S C A L E E3 . 0 TI M E C L O C K A N D P H O T O C E L L W I R I N G D I A G R A M 3 07/27/21 #1 / 0 C U G G N 20 0 / 3 G N GE N 1 - 6 0 k W EM E R G E N C Y G E N E R A T O R IN S T A L L E D I N A PR O T E C T I V E H O U S I N G G G AT S 1 20 0 A M P E R E 3 PO L E A U T O M A T I C TR A N S F E R SW I T C H . PA N E L L B N TO P A N E L L A CADWELDCADWELDMAIN BONDING JUMPER BARE COPPER CONDUCTIONMAIN SERVICE GROUNDING (IN PANEL MDP)NEUTRAL BUS GROUND BUS(1)#6 TO PHONE BOARD PER NEC 800-40(D)BARE COPPER GROUNDING ELECTRODE CONDUCTOR (NEC 250-66)BONDING JUMPER TO PANELBOARD ENCLOSURE SIZE PER NEC 250-122 BUILDING STRUCTURAL STEEL (NEC 250-52(A)(2)PIPE CLAMP (TYP.)SUPPLY SIDEVALVE,METER OR UNION COLD WATER SERVICE ENTRANCE (PROVIDE SIMILAR CONNECTION TO FIRE PROTECTION WATER SERVICE ENTRANCE), (NEC 250-50A)JUMPER3/4" X 10' GROUND ROD (NEC 250-52)CADWELDMINIMUM OF 20'-0" OF 1/2"REBAR IN BUILDING WALL FOOTING, (NEC 250-50C)BARE COPPER GROUNDING ELECTRODE CONDUCTOR (NEC 250-52(A)(3)NOTE: ALL GROUNDING SHALL BE INSTALLED IN ACCORDANC E WITH ARTICLE 250-50 OF THE NATIONAL ELECTRICAL COD E AS REQUIRED BY THE UTILITY AND AMENDED BY THE CITY OF THE PROJECT'S LOCATION. GE N E R A L G R O U N D I N G N O T E S A. F U L L S I Z E G R O U N D M E A N S T H A T G R O U N D C O N N E C T O R SI Z E S H A L L B E A S S H O W N O N S E R V I C E E Q U I P M E N T O N T H E PO W E R R I S E R D I A G R A M . B. A F T E R G R O U N D I N G S Y S T E M I S I N S T A L L E D , G R O U N D RE S I S T A N C E S H A L L B E M E A S U R E D , T O A S S U R E T H A T GR O U N D V A L U E O F 1 5 O H M M A X I M U M R E S I S T A N C E I S AC H I E V E D . I F N O T , A D D I T I O N A L G R O U N D I N G S H A L L B E PR O V I D E D T O M E E T T H E S P E C I F I C V A L U E . C. A L L C O N N E C T I O N S T O G R O U N D R O D S S H A L L B E EX O T H E R M I C W E L D C O N N E C T I O N S D. W H E R E L O C A T E D O U T S I D E O F B U I L D I N G , T O P O F G R O U N D RO D S H A L L B E 1 2 " ( M I N I M U M ) B E L O W G R A D E . P R O V I D E NO N - M E T A L I C I N S P E C T I O N W E L L W I T H R E M O V A B L E C O V E R . E. G R O U N D C O N N E C T O R S H A L L B E L O C A T E D W I T H I N O R N E A R BO T T O M O F C O N C R E T E F O U N D A T I O N O R F O O T I N G T H A T IS I N D I R E C T C O N T A C T W I T H T H E E A R T H , A N D S H A L L CO N S I S T O F A T L E A S T 2 0 F E E T O F O N E O R M O R E S T E E L RE I N F O R C I N G B A R S O R R O D S O F N O T L E S S T H A N 1 / 2 I N C H DI A M E T E R O R O F A T L E A S T 2 0 F E E T O F B A R E C O P P E R CO N D U C T O R . F. S E E T H E R I S E R D I A G R A M D E T A I L 1 / E 4 . 0 F O R T H E S I Z E O F TH E M A I N B O N D I N G J U M P E R A N D B A R E C O P P E R GR O U N D I N G E L E C T R O D E C O N D U C T O R S . G. N O T A L L G R O U N D I N G O P T I O N S M A Y A P P L Y . C O N T R A C T O R TO V E R I F Y A V A I L A B L E G R O U N D I N G M E T H O D S . GE N E R A L O N E - L I N E N O T E S A. A L L S E R V I C E E Q U I P M E N T S H A L L B E PR O V I D E D I N A C C O R D A N C E W I T H LO C A L U T I L I T Y C O M P A N Y RE Q U I R E M E N T S - V E R I F Y V O L T A G E , PH A S E , O V E R H E A D , U N D E R G R O U N D , PO I N T O F C O N N E C T I O N , E T C . B. A L L W O R K S H A L L B E I N A C C O R D A N C E WI T H N F P A 7 0 ( N E C ) A N D L O C A L OR D I N A N C E S . C. V E R I F Y U T I L I T Y T R A N S F O R M E R MO U N T I N G T Y P E A N D L O C A T I O N . CO N T A C T E N G I N E E R I F D I F F E R E N T T H A N SH O W N H E R E . D. S P A C E R E S T R I C T I O N S A P P L Y . E L E C T R I C A L CO N T R A C T O R I S R E S P O N S I B L E F O R A N D SH A L L V E R I F Y A V A I L A B L E S P A C E W I T H AC T U A L D I M E N S I O N O F A L L SU B S T I T U T I O N F R O M D E S I G N SP E C I F I C A T I O N S . E. C O N F I R M B R E A K E R S I Z E S W I T H ME C H A N I C A L C O N T R A C T O R P R I O R T O IN S T A L L A T I O N . F. I D E N T I F I C A T I O N ( P E R M A N E N T LA B E L I N G ) F O R A L L D I S C O N N E C T I N G ME A N S I N C L U D I N G B R E A K E R S , S A F E T Y SW I T C H E S , E T C . 40 0 A M E T E R B A S E PR O V I D E D B Y C O N T R A C T O R , MU S T B E A P P R O V E D B Y UT I L I T Y P R I O R T O P U R C H A S E . GR A D E BUILDING EXTERIORBUILDING INTERIOR N G MA I N G R O U N D #2 / 0 C U G . S E E DE T A I L 2 / E 4 . 0 F O R MO R E I N F O R M A T I O N PANEL "LA"PANEL "LB" 40 0 A F E E D E R 2 S E T S O F ( 4 ) # 3 / 0 C U , #3 C U G , 2 . 5 ' ' C UT I L I T Y P R O V I D E D TR A N S F O R M E R 40 0 A S E R V I C E D I S C O N N E C T CO N T R A C T O R T O P R O V I D E B U S S M A N T Y P E J J N - 4 0 0 FU S E S I N M A I N S E R V I C E D I S C O N N E C T . C O O R D I N A T E LO C A T I O N W I T H U T I L I T Y . P R O V I D E # 2 / 0 C U BO N D I N G J U M P E R P E R D E T A I L 2 / E 4 . 0 . BUILDING EXTERIORBUILDING INTERIORTIME CLOCK, CONTACTORS DUAL PROGRAMMABLE TIME CLOCK "TC". REFER BACK TO TIMECLOCK WIRING DETAIL 3/E3.0.TC 40 0 A S E R V I C E F E E D E R 2 S E T S O F ( 4 ) # 3 / 0 C U , 2 . 5 ' ' C 40 0 A S E R V I C E F E E D E R 2 S E T S O F ( 4 ) # 3 / 0 C U , 2 . 5 ' ' C GE N 1 : GE N E R A C # R G 0 6 0 E M E R G E N C Y GE N E R A T O R : 6 0 k W , N A T U R A L G A S - FU E L E D , 2 0 8 Y / 1 2 2 V O L T , 3 P H A S E , 4 W I R E , W/ F A C T O R Y - I N S T A L L E D W E A T H E R - PR O T E C T I V E H O U S I N G O V E R G E N E R A T O R & E N C L O S E D 2 0 0 A M P , 6 5 K A I C C I R C U I T BR E A K E R . S E E D E T A I L 2 / E 4 . 0 F O R GR O U N D I N G O F S T A N D - B Y G E N E R A T O R . 20 0 / 3 ATS1 GENERAC #RTSN200G3 200 AMPERE, 120/208V, 3 PHASE AUTOMATIC TRANSFER SWITCH 200A FEEDER (4)#3/0CU, #6CU G, 2.5''C 200A FEEDER (4)#3/0CU, #6CU G, 2.5''CEMERGENCY STOP GENERAC #G006510-0 B-38 B- 4 0 B- 4 2 GE N E R A T O R C O N T R O L P A N E L GE N E R A C # R T S N 2 0 0 G 3 L O C A T E D I N N U R S E ' S ST A T I O N . R E F E R T O E 3 . 0 F O R L O C A T I O N . BA T T E R Y W A R M E R GE N E R A C # G 0 0 5 6 3 0 - 1 GE N E R A T O R BA T T E R Y RE F E R T O S H E E T E 5 . 1 F O R GE N E R A T O R L O C A T I O N . RE F E R T O S H E E T M 1 . 0 F O R GA S I N F O R M A T I O N . 20 0 A F E E D E R (4 ) # 3 / 0 C U , #6 C U G , 2 . 5 ' ' C NO T E S : 1. 20 8 Y / 1 2 0 V , 3 P H A S E , 4 WI R E SY S T E M 2. TH I S I S NO T A S E P A R A T E L Y DE R I V E D S Y S T E M AS T H E NE U T R A L I S N O T S W I T C H . 3. GR O U N D I N G S H A L L B E I N AC C O R D A N C E W / NE C AR T I C L E 2 5 0 . Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 5 0 : 2 4 P M PANELS AND DETAILS E4.0DAWHJA210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 A. T H I S I S A N E W P A N E L . B. " G F I " I N D I C A T E S T O P R O V I D E A G F I C I R C U I T B R E A K E R . C. " T C " I N D I C A T E S C I R C U I T I S T I M E C L O C K C O N T R O L L E D . R E F E R T O D E T A I L 3 / E 3 . 0 F O R M O R E I N F O R M A T I O N D. " G F E P " I N D I C A T E S C I R C U I T R E Q U I R E S G R O U N D F A U L T E QU I P M E N T P R O T E C T I O N C I R C U I T B R E A K E R R A T E D F O R 3 0 m A . E. A I C R A T I N G : S T A N D A R D 1 0 , 0 0 0 A I C P A N E L B O A R D A N D CI R C U I T B R E A K E R S . S E R I E S R A T E D A T 2 0 0 , 0 0 0 A M P S W I T H B U S S M A N N T Y P E J J N - 4 0 0 F U S E S . NO T E S : No n - P e a k 0 N O N - C O I N C I D E N T A L L O A D S N E C 2 2 0 . 6 0 0 V A 0 . 0 0 % 0 V A Mi s c . L O A D * 1 0 0 % N E C 2 1 0 . 1 9 N O N - C O N T I N U O U S 7 2 6 9 0 V A 1 00 . 0 0 % 7 2 6 9 0 V A HV A C L O A D * 8 0 % ( U S E D M C A I N C A L C U L A T I O N ) 3 1 9 1 0 V A 8 0 . 00 % 2 5 5 2 8 V A 36 0 A 33 4 A Re c e p t a c l e 1 0 k V A + 5 0 % R E M A I N D E R N E C 2 2 0 . 4 4 1 6 1 0 0 V A 8 1. 0 6 % 1 3 0 5 0 V A 12 9 8 1 0 V A 12 0 3 7 8 V A Li g h t i n g L O A D * 1 2 5 % N E C 2 1 0 . 9 C O N T I N U O U S 9 1 1 0 V A 1 0 0 . 00 % 9 1 1 0 V A CO N N E C T E D DE M A N D LO A D T Y P E D E M A N D F O R M U L A CO N N E C T E D D E M A N D F A C T O R D E M A N D T O T A L L O A D PH A S E % : 33 3 4 3 4 CU R R E N T . . . 35 3 3 6 7 3 6 7 PH A S E B A L A N C E LO A D . . . 42 . 3 4 3 . 8 4 3 . 7 -- 4 1 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 42 - - -- 3 9 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 40 - - -- 3 7 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 38 - - -- 3 5 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 36 - - -- 3 3 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 34 - - -- 3 1 P R O V I S I O N - - 1 0 V A / 0 V A 1 - - P R O V I S I O N 32 - - 29 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 30 27 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 28 25 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 26 23 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 24 21 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 22 19 S P A R E 2 0 1 0 V A / 0 V A 1 2 0 S P A R E 20 17 36 0 3 V A / 0 V A 1 2 0 S P A R E 18 15 36 0 3 V A / 0 V A 1 2 0 S P A R E 16 13 3. 6 R T U - 3 4 5 3 36 0 3 V A / 0 V A 1 2 0 S P A R E 14 11 33 6 3 V A / 3 6 0 3 V A 12 9 33 6 3 V A / 3 6 0 3 V A 10 7 3. 4 R T U - 1 4 0 3 33 6 3 V A / 3 6 0 3 V A 3 4 5 R T U - 2 3 . 6 8 5 21 1 6 0 V A / 1 2 0 0 0 V A 6 3 21 2 0 2 V A / 1 2 0 0 0 V A 4 1 3. 4 5 . 1 0 . 0 1 1 . 3 P A N E L L B 2 0 0 3 19 7 3 8 V A / 1 2 0 0 0 V A 3 1 0 0 X - 1 1 2 . 0 2 N. . . C K T L T G R E C H V A C M I S C N P D E S C R I P T I O N A M P P . . . A B C P . . . A M P DE S C R I P T I O N N P M I S C H V A C R E C L T G C K T N . . . LO C A T I O N : U T I L I T Y 1 1 4 LU G S : M L O D E M A N D L O A D : 3 3 4 A A V . F A U L T : 2 6 . 8 K A MO U N T : S U R F A C E 1 2 0 / 2 0 8 W y e P H A S E : 3 W I R E S : 4 P A N E L LA CA P A C I T Y : 4 0 0 A I N T C A P : 2 0 0 / 2 2 K A A. T H I S I S A N E W P A N E L . B. " G F I " I N D I C A T E S T O P R O V I D E A G F I C I R C U I T B R E A K E R . C. " T C " I N D I C A T E S C I R C U I T I S T I M E C L O C K C O N T R O L L E D . REFER TO DETAIL 3/E3.0 FOR MORE INFORMATION D. " G F E P " I N D I C A T E S C I R C U I T R E Q U I R E S G R O U N D F A U L T E QUIPMENT PROTECTION CIRCUIT BREAKER RATED FOR 30mA. E. A I C R A T I N G : S T A N D A R D 1 0 , 0 0 0 A I C P A N E L B O A R D A N D CIRCUIT BREAKERS. SERIES RATED AT 200,000 AMPS WITH BUSSMANN TYPE JJN-400 FUSES. NO T E S : No n - P e a k 0 N O N - C O I N C I D E N T A L L O A D S N E C 2 2 0 . 6 0 0 V A 0 . 0 0 % 0 V A Mi s c . L O A D * 1 0 0 % N E C 2 1 0 . 1 9 N O N - C O N T I N U O U S 3 6 6 9 0 V A 1 00.00% 3 6 6 9 0 V A HV A C L O A D * 8 0 % ( U S E D M C A I N C A L C U L A T I O N ) 2 0 0 V A 8 0 . 0 0 % 1 6 0 V A 172 A 164 A Re c e p t a c l e 1 0 k V A + 5 0 % R E M A I N D E R N E C 2 2 0 . 4 4 1 6 1 0 0 V A 8 1.06% 1 3 0 5 0 V A 62100 VA 59010 VA Li g h t i n g L O A D * 1 2 5 % N E C 2 1 0 . 9 C O N T I N U O U S 9 1 1 0 V A 1 0 0 . 00% 9 1 1 0 V A CONNECTED DEMAND LO A D T Y P E D E M A N D F O R M U L A CONNECTED D E M A N D F A C T O R D E M A N D T O T A L L O A D PHASE %:32 3 4 3 4 CURRENT...164 1 7 9 1 7 9 PHASE BALANCELOAD...19.7 2 1 . 2 2 1 . 2 -- 5 9 PROVISION - - 1 0 V . . . 1 - - P R O V I S I O N 60 -- -- 5 7 PROVISION - - 1 0 V . . . 1 - - P R O V I S I O N 58 -- -- 5 5 PROVISION - - 1 0 V . . . 1 - - P R O V I S I O N 56 -- 53 SPARE 2 0 1 0 V . . . 1 2 0 S P A R E 54 51 0 . 2 G E N . A N N U N T R . 2 0 1 2 0 0 . . . 1 2 0 T I M E C L O C K 0 . 2 5 2 49 0 . 8 C O N F . T A B L E R E C 2 0 1 8 0 0 . . . 1 2 0 W O R K F R I D G E 1 . 0 5 0 G F I TC 4 7 1 . 2 W A L L S I G N A G E 2 0 1 1 2 0 . . . 1 2 0 E F - 1 0 . 2 4 8 TC 4 5 1 . 2 W A L L S I G N A G E 2 0 1 1 2 0 . . . 1 2 0 W A L L L I G H T S 0 . 2 4 6 T C TC 4 3 1 . 2 S I T E S I G N A G E 2 0 1 1 2 0 . . . 1 2 0 P O L E L I G H T S 0 . 4 4 4 T C 41 4500 VA / 1000 VA 1 2 0 G E N . B A T T . . . . 1 . 0 4 2 39 4. 5 W H - 1 6 0 2 4500 VA / 1000 VA 1 2 0 G E N . B A T T E R Y 1 . 0 4 0 37 2200 VA / 1000 VA 1 2 0 G E N . E M E R G . S T O P 1 . 0 3 8 35 2. 2 W D - 1 2 0 2 2200 VA / 90 VA 1 2 0 R C P - 1 0 . 1 3 6 TC 3 3 1 . 6 R E C E P T / O F F I C E . . . 2 0 1 1578 VA / 1564 VA 1 2 0 E X A M / R A D . L T G 1 . 6 3 4 GF I 3 1 1 . 0 W O R K F R I D G E 2 0 1 1000 VA / 1768 VA 1 2 0 L O B B Y / N U R S E . . . 1 . 8 3 2 T C GF I 2 9 1 . 0 S T O R A G E . . . 2 0 1 1000 VA / 1000 VA 1 2 0 U T I L I T Y R E F R I D G E 1 . 0 3 0 G F I 27 0 . 7 L A B / R T U R E C 2 0 1 720 VA / 1000 VA 1 2 0 C O P I E R 1 . 0 2 8 GF I 2 5 1 . 0 R E C E P T . R E F R I D G E 2 0 1 1000 VA / 1000 VA 1 2 0 I T C A B I N E T 1 . 0 2 6 GF I 2 3 1 . 0 W O R K R E F R I D G E 2 0 1 1000 VA / 1000 VA 1 2 0 N U R S E S C A L E 1 . 0 2 4 21 1 . 8 L O U N G E / W O R K . . . 2 0 1 1800 VA / 1000 VA 1 2 0 L O B B Y T V 1 . 0 2 2 19 1 . 1 E X A M 5 - 7 T V 2 0 1 1050 VA / 1000 VA 1 2 0 L O B B Y T V 1 . 0 2 0 17 1 . 4 O F F I C E / U N I S E X . . . 2 0 1 1440 VA / 1000 VA 1 20 COPIER 1.0 18 15 1 . 0 C O N F E R E N C E T V 2 0 1 1000 VA / 1000 VA 1 20 LOUNGE REFRIDGE 1.0 16 GFI 13 1 . 8 C O N F . / O F F I C E . . . 2 0 1 1800 VA / 1000 VA 1 20 LOUNGE MICROW. 1.0 14 11 1 . 4 E X A M 1 - 4 T V 2 0 1 1400 VA / 1980 VA 1 20 LOBBY / RECEPT.... 2.0 12 9 1 . 8 N U R S E R E C 2 0 1 1800 VA / 1000 VA 1 20 RADIOLOGY REC 1.0 10 7 1 . 1 E X A M 7 / N U R S E . . . 2 0 1 1080 VA / 1000 VA 1 20 RADIOLOGY REC 1.0 8 5 1 . 4 0 . 4 E X A M 5 + 6 R E C 2 0 1 1790 VA / 360 VA 1 20 PHONE BOARD REC 0.4 6 3 1 . 1 E X A M 3 + 4 R E C 2 0 1 1080 VA / 360 VA 1 20 PHONE BOARD REC 0.4 4 1 1 . 1 E X A M 1 + 2 R E C 2 0 1 1080 VA / 360 VA 1 20 PHONE BOARD REC 0.4 2 N. . . C K T L T G R E C H V A C M I S C N P D E S C R I P T I O N A M P P . . . A B C P . . . A M P DESCRIPTION NP MISC HVAC REC LTG CKT N... LO C A T I O N : U T I L I T Y 1 1 4 LUGS: MLO DEMAND LOAD: 164 A AV. FAULT: 23.1KA MO U N T : S U R F A C E 1 2 0 / 2 0 8 W y e P H A S E : 3 W I R E S : 4 P A N E L LB CAPACITY: 200 A INT CAP: 200/10KA SC A L E : N T S E4 . 0 2 GR O U N D I N G D E T A I L SC A L E : 1 2 " = 1 ' - 0 " E4 . 0 1 EL E C T R I C A L O N E - L I N E D I A G R A M No.DescriptionDate SC A L E : N T S E4 . 0 EM E R G E N C Y G E N E R A T O R G R O U N D I N G D I A G R A M 3 07/27/21 Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 2 2 : 4 0 P M SCHEDULES AND CALCS E4.1AuthorChecker210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 No.DescriptionDate 07/27/21 SI T E P O L E G E N E R A L N O T E S : 1. AT E A C H P O L E L O C A T I O N , P R O V I D E A 3 / 4 " X 1 0 ' C O P P E R C LAD GROUND ROD CONNECTED BY A #6 BARE COPPER CONDUC TOR IN T O T H E G R O U N D L U G . 2. FU R N I S H W I T H H A N D H O L E A N D G R O U N D E D C O V E R . P O L E S S HALL BE RATED FOR 115 MPH (ULTIMATE) (115 MILES PER HOUR) WI N D . P O L E S S H A L L B E P L U M B E D P E R F E C T L Y V E R T I C A L . 6'-0" MINIMUM30" MINIMUM30" RO U N D T A P E R E D S T E E L P O L E (H E I G H T A S S C H E D U L E D ) GR O U N D L U G PO L E B A S E C O V E R - P R O V I D E WE A T H E R P R O O F G R O U T U N D E R AN D A R O U N D P O L E B A S E C O V E R CO N C R E T E P O L E B A S E ( 2 ' - 0 " D I A M E T E R ) #6 B A R E G R D FI N I S H E D G R A D E EX O T H E R M I C A L Y W E L D G R O U N D CO N D U C T O R T O G R O U N D R O D 3/ 4 " X 1 0 ' C O P P E R W E L D GR O U N D R O D ANCHOR BOLTS SET WITH TEMPLATE FROM POLE MANUFACTURER (SIZE AS REQUIRED) LEVEL POLE WITH LEVELING NUTS, GROUT UNDER BASE ANCHOR BOLT LENGTH SHALL BE AS SPECIFIED BY POLE MANUFACTURER TO MAINTAIN POLE RATING OF 115 MPH (ULTIMATE) STATIC WIND PRESSURE WITH A GUST FACTOR OF 1.3 PROVIDE WHITE TEXTURED THOROCOAT FINISH FOR CONCRETE BASE, TYPICAL CONDUIT AS SIZED ON PLANS #2 TIES 6-#6 BARS (4)-#3 TIES AT 2" ON CENTER AT TOP,REMAINING AT 12" ON CENTER TO BOTTOM OF PIER, 3" CLEARANCE FROM BOTTOM LONG RADIUS ELBOWS 3" MINIMUM COVERProject Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 2 2 : 4 1 P M ELECTRICAL SITE PLAN E5.0AuthorChecker210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 No.DescriptionDate SC A L E : 1 2 " = 1 ' - 0 " E5 . 0 2 SI T E P O L E D E T A I L SC A L E : N O T T O S C A L E E5 . 0 EL E C T R I C A L S I T E P L A N 1 07/27/21 Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 5 : 2 2 : 4 2 P M SITE PHOTOMETRICS E5.1AuthorChecker210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 No.DescriptionDate 07/27/21 S S NO T E : SU B C O N T R A C T O R S S H A L L B E R E S P O N S I B L E F O R T H E CL E A N -UP O F T H E B U I L D I N G F O R T H E I R R E S P E C T I V E TR A D E A T T H E C O M P L E T I O N O F W O R K E A C H D A Y . AT A L L T I M E S R E M O V E W A S T E M A T E R I A L , T R A S H , AN D D E B R I S A N D L E G A L L Y D I S P O S E O F I T . NO T E : SU B C O N T R A C T O R S , S U P P L I E R S , A N D V E N D O R S MU S T I N C L U D E A L L A P P R O P R I A T E S A L E S T A X E S WI T H I N T H E I R B I D P R I C I N G , N O E X C E P T I O N S . 1. L O C A T I O N S O F E X I S T I N G D U C T W O R K , P I P I N G , T H E R M O S TA T S , D I F F U S E R S , E T C . S H O W N O N TH I S D R A W I N G A R E B A S E D O N P R E V I O U S D E S I G N W O R K I N G D RA W I N G S A N D D O N O T NE C E S S A R I L Y I N D I C A T E T H E A C T U A L L O C A T I O N S . R E V I S E N EW D U C T W O R K , P I P I N G , E T C . , A S RE Q U I R E D . 2. A L L C O N S T R U C T I O N D O C U M E N T S , I N S T A L L A T I O N M A N U A L S , M A N U F A C T U R E R S C A T A L O G C U T SH E E T S A R E T O B E S U B M I T T E D . A L L M A T E R I A L S A N D E Q U I P ME N T A R E T O B E L I S T E D A N D LA B E L E D A N D S U I T A B L E F O R U S E . 3. I N S T A L L A L L E Q U I P M E N T A N D A S S O C I A T E D M A T E R I A L S A ND A C C E S S O R I E S P E R C O D E A N D MA N U F A C T U R E R ’ S I N S T A L L A T I O N I N S T R U C T I O N S . 4. C O N T R A C T O R T O C O O R D I N A T E W I T H A L L O T H E R T R A D E S I NV O L V E D . A L L W O R K I N T H E CE I L I N G S P A C E A S I N D I C A T E D O N T H E D R A W I N G S I S C O N S I DE R E D C O N F L I C T F R E E . CO N T R A C T O R S H A L L R E V I S E S H O W N D U C T W O R K , A S R E Q U I R E D , T O A V O I D A N Y C O N F L I C T S WI T H E X I S T I N G I N S T A L L A T I O N S . 5. D U C T C O N S T R U C T I O N A N D I N S T A L L A T I O N S H A L L C O M P L Y WI T H S M A C N A S T A N D A R D S . D U C T S SH A L L B E C O N S T R U C T E D O F G A L V A N I Z E D S H E E T M E T A L . 6. C O O R D I N A T E A L L R O O F P E N E T R A T I O N S , R O O F C U R B S , R O OF S U P P O R T S F O R E Q U I P M E N T , I N FI E L D W I T H L A N D L O R D S R O O F I N G C O N T R A C T O R . 7. C A U L K A L L D U C T S Y S T E M S W H I C H P E N E T R A T E T H R O U G H W AL L S , P A R T I T I O N S , F L O O R S , O R CE I L I N G S W I T H C O D E A P P R O V E D C A U L K . 8. A L L D U C T S P E N E T R A T I N G F U L L H E I G H T W A L L S A B O V E C E IL I N G S H A L L B E S E A L E D T O W I T H I N 1/ 8 ” O F D U C T W I T H W A L L M A T E R I A L O N E A C H S I D E O F W A L L . ME C H A N I C A L G E N E R A L N O T E S 9. A L L D U C T S I Z E S N O T E D O N D R A W I N G S R E F E R T O A C T U A L A I R W A Y S I Z E S ( S O U N D L I N I N G AN D / O R I N S U L A T I O N I S N O T I N C L U D E D ) . 10 . R O U N D B R A N C H D U C T S A R E S A M E S I Z E A S A I R D E V I C E WH I C H I T S E R V E S , U N L E S S N O T E D OT H E R W I S E . 11 . A L L D U C T C O V E R I N G S A N D L I N I N G S S H A L L H A V E A F L A ME S P R E A D R A T I N G S N O T T O E X C E E D 25 A N D A S M O K E D E V E L O P M E N T R A T I N G N O T M O R E T H A N 5 0 . 12 . P R O V I D E 2 ” T H I C K E X T E R N A L I N S U L A T I O N F O R R E C T A N G UL A R S U P P L Y , R E T U R N A N D E X H A U S T AI R D U C T W O R K . P R O V I D E 2 ” T H I C K W R A P F O R A L L R O U N D S U PP L Y , A N D R E T U R N D U C T W O R K (M A N V I L L E , O W E N S C O R N I N G ) . 13 . C O O R D I N A T E D A L L F I N A L L O C A T I O N S O F S U P P L Y A I R D IF F U S E R S , H U M I D I S T A T S , S E N S O R S , E T C . IN F I E L D . 14 . C O O R D I N A T E D E X A C T L O C A T I O N S O F T E M P E R A T U R E S E N S OR S F O R H V A C E Q U I P M E N T W I T H OW N E R / G C / A R C H . A L L R O O M T H E R M O S T A T S A N D H U M I D I S T A T S ( W H E N R E Q U I R E D ) S H A L L B E LO C A T E D 4 4 ” A . F . F . 15 . F I E L D V E R I F Y T H A T T H E F R E S H A I R I N T A K E I S A M I N IM U M O F 1 0 ’ F R O M A N Y H A Z A R D O U S O R NO X I O U S C O N T A M I N A N T S , S U C H A S V E N T S , C H I M N E Y S , A N D PL U M B I N G V E N T S . 16 . H V A C U N I T C O N D E N S A T E P I P I N G S H A L L B E T Y P E " M " C OP P E R T U B I N G , H A R D T E M P E R , C O L D DR A W N W I T H W R O U G H T C O P P E R L E A D F R E E S W E A T F I T T I N G S . P V C P I P I N G M A Y B E SU B S T I T U T E D F O R A I R C O N D I T I O N I N G C O N D E N S A T E P I P I N G WH E R E A L L O W E D B Y L O C A L C O D E AU T H O R I T Y . A L L A I R C O N D I T I O N I N G C O N D E N S A T E P I P I N G S HA L L B E O F T H E S A M E M A T E R I A L S . 17 . H V A C S Y S T E M S S H A L L B E B A L A N C E D A C C O R D I N G T O H V A C P L A N S A N D S C H E D U L E S . 18 . G A S S E R V I C E C O N N E C T I O N ( W H E N A P P L I C A B L E ) L O C A T I ON ( S ) S H O W N O N D R A W I N G S A R E BA S E D O N A V A I L A B L E I N F O R M A T I O N P R O V I D E D B Y O T H E R S . CO N T R A C T O R S H A L L V E R I F Y N E W GA S S E R V I C E S I Z E , P R E S S U R E A N D C O N N E C T I O N L O C A T I O N ( S) W I T H L O C A L G A S C O M P A N Y , PR I O R T O C O N S T R U C T I O N . 19 . A L L G A S P I P I N G ( W H E N A P P L I C A B L E ) I N S T A L L E D O U T D OO R S S H A L L B E E L E V A T E D N O T L E S S TH A N 3 - 1 / 2 " A B O V E G R O U N D A N D W H E R E I N S T A L L E D A C R O S S R O O F S U R F A C E S , P I P I N G S H A L L BE E L E V A T E D N O T L E S S T H A N 3 - 1 / 2 " A B O V E T H E R O O F S U R FA C E . P R O V I D E C O D E A P P R O V E D GA S P I P E S U P P O R T S . A N D P R O T E C T I V E / C O R R I S I O N R E S I S T A N T C O A T I N G O N A L L E X P O S E D G A S PI P I N G . 20 . N A T U R A L G A S P I P I N G ( W H E N A P P L I C A B L E ) S H A L L B E S CH E D U L E 4 0 , A S T M A 1 2 0 , B L A C K I R O N PI P E W I T H 1 5 0 L B . B L A C K M A L L E A B L E T H R E A D E D O R S O C K E T W E L D E D F I T T I N G S . 21 . U N L E S S O T H E R W I S E S P E C I F I E D W I T H I N T H E C O N S T R U C T IO N D O C U M E N T S , O R A S A P P R O V E D BY T H E O W N E R , A L L R E Q U I R E D M A T E R I A L S , D E V I C E S , F I X T UR E S , E Q U I P M E N T A N D P R O D U C T S SH A L L B E N E W L Y M A N U F A C T U R E D A N D U N U S E D , U . S . M A K E A ND O F F I R S T C L A S S S T A N D A R D S . AL L E Q U I P M E N T A N D F I X T U R E S S H A L L B E P R O T E C T E D F R O M DA M A G E A F T E R D E L I V E R Y T O T H E JO B S I T E . A N Y S C R A T C H E S T O F A C T O R Y F I N I S H E S S H A L L B E T O U C H E D U P U S I N G F A C T O R Y SU P P L I E D P A I N T B E F O R E F I N A L A C C E P T A N C E . 22 . C O N T R A C T O R S H A L L F I E L D V E R I F Y A N D C O O R D I N A T E D U C T R O U T I N G W I T H A L L P L A T F O R M AC C E S S E S . E N T I R E P L A T F O R M A R E A S H A L L R E M A I N F R E E O F O B S T R U C T I O N T O A L L O W AD E Q U A T E A C C E S S T O A L L E Q U I P M E N T . W H E N D U C T S , P I P E S , E T C . M U S T B E R O U T E D TH R O U G H P L A T F O R M T H E Y S H A L L B E R O U T E D A S T O N O T C A U SE A T R I P P I N G H A Z A R D O R IM P E D E R E Q U I R E D E Q U I P M E N T C L E A R A N C E S / A C C E S S . 3 4 6 1 5 8 9 108RADIOLOGY 107EXAM 7 105EXAM 5 10 4 EX A M 4 10 3 EX A M 3 11 6 CO N F E R E N C E RO O M 11 7 SH A R E D O F F I C E 106EXAM 6 11 8 RE C E P T I O N 10 2 EX A M 2 11 0 ST O R A G E 12 1 PA T I E N T UN I S E X 11 9 OF F I C E 12 0 LO B B Y U N I S E X 11 4 UT I L I T Y 11 3 ST A F F L O U N G E 11 5 NO N -RA T E D CO R R I D O R 11 1 WO R K A R E A 11 2 ST A F F U N I S E X 109NON-RATED CORRIDOR 12 2 NU R S E ' S ST A T I O N 10 0 LO B B Y 10 1 EX A M 1 10 0 A VE S T I B U L E RT U 1 RT U 2 RT U 3 EF 1 RT U - 2 T RT U - 1 T RT U - 3 T S5 - 1 0 " ø 22 5 S4 - 8 " ø 17 0 S4 - 8 " ø 15 0 S2 - 8 " ø 15 0 S3 - 6 " ø 10 0 S3 - 6 " ø 10 0 S1 - 6 " ø 90 S1 - 6 " ø 90 S4 - 8 " ø 17 5 S5 - 1 0 " ø 25 0 S5 - 1 0 " ø 24 5 S5 - 1 0 " ø 25 0 S5 - 1 0 " ø 32 5 S4 - 8 " ø 20 0 S5 - 1 0 " ø 32 5 S5 - 1 0 " ø 32 5 S5 - 1 0 " ø 25 0 S5 - 1 0 " ø 32 5 S5 - 1 0 " ø 25 0 S5 - 1 0 " ø 22 5 S4 - 8 " ø 20 0 S4 - 8 " ø 20 0 S5 - 1 0 " ø 25 0 S4 - 8 " ø 20 0 S4 - 8 " ø 20 0 S5 - 1 0 " ø 22 5 S4-8"ø 200S6-10"ø 250S4-8"ø 200S5-10"ø 250 R2 - 1 0 " ø 22 5 R1 - 8 " ø 15 0 R1 - 8 " ø 15 0 R1 - 8 " ø 20 0 R1 - 8 " ø 15 0 R1 - 8 " ø 17 5 R4 - 1 2 " ø 50 0 R2 - 1 0 " ø 245 R2-10"ø 250 R1-8"ø 200 R3-10"ø 250 R1-8"ø 200 R1 - 8 " ø 20 0 R2 - 1 0 " ø 30 0 R1 - 8 " ø 20 0 R2 - 1 0 " ø 30 0 R1 - 8 " ø 20 0 R1 - 8 " ø 20 0 R4 - 1 2 " ø 60 0 R4 - 1 2 " ø 60 0 R1 - 8 " ø 20 0 R4 - 1 2 " ø 60 0 S4 - 8 " ø 15 0 E3 - 8 " ø 20 0 E2 - 8 " ø 17 5 E1 - 6 " ø 10 0 E1 - 6 " ø 10 0 14 " x 1 2 " 14 " x 1 4 " 16 " x 1 4 " 2 0 " x 1 6 " 14 " x 1 2 " 10 " x 1 2 " 8" ø 14 " x 1 2 " 22 " x 1 2 " 2 2 " x 1 2 " 2 6 " x 1 2 " 10 " ø 8" x 1 2 " 12 " x 1 2 " 18 " x 1 4 " 2 0 " x 1 6 " 14 " x 1 4 " 12"x14"12"x14"12"x12" 20 " x 1 2 " 22 " x 1 2 " 20 " x 1 6 " 24 " x 1 4 " 12 " x 1 2 " 2 8 " x 1 2 " 1 4 " x 2 8 " 20 " x 1 6 " 8" ø 12 " ø 12 " x 1 4 " 22 " x 1 4 " 12 " x 1 0 " 3 4 1 5 3 4 1 5 6 6 7 7 7 7 7 7 8 8 8 8 2 1 3 4 5 A B C D 1. 1 1. 4 2 2"Ø NG 1 1/2"Ø NG 1 " Ø N G 1" Ø N G 1 " Ø N G 1 1 / 2 " Ø N G NO T I C E T O A L L P A R T I E S H A V I N G A N I N T E R E S T I N T H I S C O NT S T R U C T I O N P R O J E C T : 1. C I V I L E N G I N E E R I N G F O R T H I S P R O J E C T I S B E I N G P E R F OR M E D B Y O T H E R S . 2. C O N T R A C T O R S R E F L Y I N G O N D O C U M E N T S N O T C O O R D I N A T E D W I T H T H E C I V I L E N G I N E E R I N G W O R K S H A L L D O S O A T T H EI R O W N R I S K . 3. C O O R D I N A T I O N W I T H T H E C I V I L E N G I N E E R I N G D O C U M E N T S H A S B E E N C O M P L E T E D O N L Y A S S H O W N B E L O W . CI V I L E N G I N E E R I N G C O N S U L T A N T I S : X X X X X X X X CO O R D I N A T I O N C H E C K E D B Y : CI V I L S H E E T D W G . N O . XX CI V I L S H E E T DW G . T I T L E XX RE V . NO . - RE V . DA T E - RE V . DA T E RE V . DA T E IN I T I A L MA K DA T E XX IN I T I A L D A T E CI V I L N O T R E C E I V E D Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 0 3 P M MECHANICAL FLOOR PLAN M1.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " M1 . 0 ME C H A N I C A L F L O O R P L A N 1 No.DescriptionDate ME C H A N I C A L K E Y E D N O T E S 1 I N S T A L L N E W G A S - F I R E D P A C K A G E D R O O F T O P U N I T O N N E W MANUFACTURER'S ROOF CURB. COORDINATE EXACT LOCATIO N WITH ST R U C T U R A L P L A N S . I N S T A L L V E R T I C A L S U P P L Y A N D R E T U R N DUCT DROPS PRIOR TO INSTALLING ROOFTOP UNIT (NOTE : DROPS SHALL BE FU L L S I Z E O F S U P P L Y A N D R E T U R N O P E N I N G S I N R O O F C U R B). PROVIDE MINIMUM R-19 FIBERGLASS BATT INSULATION IN ENTIRE ROOF CU R B C A V I T Y P R I O R T O I N S T A L L I N G R O O F T O P U N I T . B A L A N CE OUTSIDE AIR AS INDICATED ON SCHEDULE (SHEET M2.0 ). 2 G A S M E T E R B Y U T I L I T Y . V E R I F Y G A S M E T E R I S R E G U L A T E D TO 7" W.C. (CUSTOMER SIDE) AND HAS A MINIMUM CAPA CITY OF 1170 CFH. GAS PI P I N G I S S I Z E D B A S E D O N 7 " W . C . A N D A 0 . 5 " W . C . P R ESSURE DROP PER THE 2018 INTERNATIONAL FUEL GAS COD E TABLE 402.4(2), OVER A TO T A L D E V E L O P E D L E N G T H O F 1 5 0 ' - 0 " ( N O T E : A N Y D I S C R E PANCIES IN THIS INFORMATION SHOULD BE IMMEDIATELY B ROUGHT TO THE AT T E N T I O N O F T H E T E N A N T ' S C O N S T R U C T I O N M A N A G E R A N D ENGINEER). VERIFY ALL REQUIREMENTS WITH LOCAL UTILI TY. PROVIDE AP P R O V E D , L O C K I N G G A S S H U T - O F F V A L V E A T G A S M E T E R ( 48" ABOVE FINISHED GRADE), AND AT EACH RTU. COORDIN ATE ALL RE Q U I R E M E N T S W I T H L O C A L U T I L I T Y . 3 P R O V I D E G A S T R A I N F O R N E W R T U ' S , I N C L U D I N G G A S C O C K, DIRT LEG AND GROMMET. REFER TO DETAIL ON SHEET M 2.0 FOR ADDITIONAL IN F O R M A T I O N . 4 F U R N I S H A N D I N S T A L L A P P R O P R I A T E S P L A S H B L O C K O N R O OF NEXT TO RTU. TERMINATE FULL-SIZE RTU CONDENSATE TRAP OVER SPLASH BL O C K W I T H P R O P E R A I R G A P . 5 R E T U R N A I R D U C T S M O K E D E T E C T O R S S H A L L B E W I R E D T O SHUT DOWN FANS AND CLOSE ALL DAMPERS IN HVAC UNIT U PON DETECTION OF SM O K E , A N D S I G N A L T H E B U I L D I N G F I R E A L A R M C O N T R O L P ANEL OR INSTALL A VISUAL/AUDIBLE ALARM DEVICE WITH TEST STATION. 6 P R O V I D E N E W T H E R M O S T A T , H O N E Y W E L L T 7 3 5 0 D ( O R E Q U A L ) WITH 7 DAY PROGRAMMABLE, NIGHT SET BACK (85°F COO LING 55°F HE A T I N G ) , A U T O C H A N G E O V E R , 5 % D E A D B A N D , 1 0 H R M E M O RY BACKUP, OR EQUAL FINAL LOCATION TO BE DETERMINED BY GC IN FIELD. 7 B O T T O M O F D U C T W O R K S H A L L B E M O U N T E D , A B O V E C E I L I N G , AT A HEIGHT EASILY ACCESSIBLE FOR MAINTENANCE AND DAMPER AD J U S T M E N T ( T Y P . 2 ' - 0 " ) A B O V E C E I L I N G . 8 I N S T A L L V O L U M E D A M P E R S A B O V E R E M O V A B L E C E I L I N G S . T YPICAL FOR ALL WHETHER NOTED OR NOT. 9 I N S T A L L N E W R O O F M O U N T E D E X H A U S T F A N . E X T E N D A N D C ONNECT NEW 12"x12" DUCT (TRANSITION AS REQUIRED) UP THRU ROOF AND CO N N E C T T O N E W R O O F M O U N T E D E X H A U S T F A N . E X H A U S T F A N DISCHARGE TO BE LOCATED A MINIMUM OF 10’ AWAY FRO M ALL FRESH AI R I N T A K E S . R E F E R T O S C H E D U L E ( S H E E T M 2 . 0 ) F O R A D D ITIONAL INFORMATION.07/27/21 RT U F R A M I N G . R E F E R T O ST R U C T U R A L D R A W I N G S F O R AD D I T I O N A L I N F O R M A T I O N . RO O F D E C K RO O F C U R B NA I L E R S T R I P (2 ) # 1 2 - 1 4 X 1 - 1 / 4 " ( I T W B U I L D E X ) H W H BO N D E D W A S H E R T E K S 3 S D S S C R E W S T H R U CU R B A N D N A I L E R S T R I P T O A T T A C H S T R A P . UN I T B A S E B O T T O M NE O P R E N E G A S K E T UN I T B A S E R A I L (2 ) # 1 2 - 1 4 X 1 " ( I T W B U I L D E X ) B O N D E D W A S H E R HW H T E K S 3 S D S S C R E W S T H R U U N I T B A S E RA I L T O A T T A C H S T R A P T O R A I L . RI G I D I N S U L A T I O N & CA N T S B Y G . C . C . 16 G A . G 9 0 G A L V A N I Z E D S T E E L 2 - 1 / 2 " WI D E S T R A P . I N S T A L L T W O P E R S I D E BE N D S T R A P U P A F T E R R T U IS S E T A N D A T T A C H T O R A I L TO S . A . M A I N VO L U M E D A M P E R (L A Y - I N C E I L I N G ) SU P P L Y A I R DI F F U S E R TR M - S R A P I D M O U N T FR A M E , W H E R E RE Q U I R E D . DR Y W A L L C E I L I N G FI R E D A M P E R WH E R E R E Q U I R E D ST R A P C L A M P (T Y P I C A L ) T- B A R F R A M E , WH E R E R E Q U I R E D . LA Y - I N C E I L I N G VO L U M E D A M P E R (S U R F A C E MO U N T E D ) EX T E R N A L L Y IN S U L A T E D DU C T W O R K IN S U L A T E D FL E X I B L E D U C T (M A X . 5 f t . ) RO U N D R I G I D DU C T 6" CO N N E C T T O U N I T G A S C O N T R O L S WI T H G R O U N D J O I N T U N I O N P R O V I D E GR O M M E T F O R W A T E R - T I G H T S E A L GAS COCK WITH PLUGGED 1/8"NPT TEST GAUGE CONNECTION PIPESTAND OR CODE APPROVED TREATED TIMBER NOTES:1.COORDINATE PIPING SUPPORTS WITH LANDLORDS ROOFING C ONTRACTOR.2.CONTRACTOR SHALL VERIFY ALL MECHANICAL GAS FIRED EQ UIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES.ROOFDRIP/DIRT POCKETROOFTOP UNITGROUND JOINT UNIONADJUST AS REQUIRED FOR PERPENDICULAR LINEPIPE STANDPITCH WITH ROOF SLOPESTAY CLEAR OF ACCESS PANELS/SERVICE ACCESSROOFTOP UNIT PL U G F O R C L E A N O U T PROVIDE TRAP VENT WHERE REQUIRED BY CODE TERMINATE AS SHOWN ON THIS SHEET. 12 " Ø 24 X 1 2 R E C T A N G U L A R D U C T ( F I R S T N U M B E R I S S U R F A C E ) RO U N D D U C T DU C T T R A N S I T I O N SU P P L Y A I R D U C T R I S E ( S I M I L A R F O R R E T U R N A I R ) SU P P L Y A I R D U C T D R O P ( S I M I L A R F O R R E T U R N A I R ) TU R N I N G V A N E S VO L U M E D A M P E R CE I L I N G M O U N T E D S U P P L Y A I R D I F F U S E R , 4 - W A Y UN L E S S O T H E R W I S E I N D I C A T E D ( A R R O W I N D I C A T E S DI R E C T I O N O F T H R O W ) CE I L I N G M O U N T E D R E T U R N A I R G R I L L E CE I L I N G M O U N T E D E X H A U S T A I R G R I L L E FL E X I B L E D U C T ME C H A N I C A L L E G E N D (N O T A L L S Y M B O L S U S E D ) T S1 - # " # RT U # AI R D E V I C E T A G S - S U P P L Y R - R E T U R N E - E X H A U S T EQ U I P M E N T I D E N T I F I C A T I O N PO I N T O F N E W C O N N E C T I O N T O E X I S T I N G MO T O R I Z E D D A M P E R TH E R M O S T A T # KE Y N O T E S TA G - N E C K S I Z E CF M H H U M I D I T Y S E N S O R MD Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 0 6 P M SYMBOLS,NOTES, DETAILS & SCHEDULES M2.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 EXHAUST FAN SCHEDULE MARK MFR. / MODEL CFMESP (IN.WG.)Fan RPM W A T T S ELECTRICAL (VOLTS/PHASE /HERTZ)Accessories EF-1 L o r e n C o o k C o m p a n y 101C17DEC550 0 . 7 5 1 6 1 0 9 5 1 1 5 V / 1 / 6 0 1 - 6 ACCESSORIES:1. DISCONNECT 2. BACKDRAFT DAMPER 3. FAN SPEED CONTROLLER 4. FAN TO BE WIRED TO TIME CLOCK AND RUN CONSTANT LY DURING OCCUPIED HOURS 5. ROOF CURB 6. INSECT/BIRD SCREEN EN A M E L F I N I S H "B " W H I T E - G . C . T O F I E L D P A I N T T O M A T C H C E I L I N G O R WA . . . "A " S T A N D A R D W H I T E 2. F I N I S H - T T R A N S F E R E E X H A U S T "B " L A Y - I N F R A M E F O R T - B A R C E I L I N G R R E T U R N DR Y W A L L A N D T - B A R M O U N T I N G S S U P P L Y "A " P R O V I D E T R M - S R A P I D M O U N T F R A M E F O R FI R S T L E T T E R : 1. S Y M B O L K E Y - 3. B O R D E R S T Y L E - AI R D E V I C E S C H E D U L E SY M B O L (1 ) MA N U F A C T U R E R M O D E L NO M I N A L S I Z E MO U N T I N G M A T E R I A L FI N I S H (2 ) BO R D E R (3 ) RE M A R K S MO D N E C K E- 3 T I T U S 5 0 F 2 4 " x 2 4 " 8 " ø L A Y - I N S T E E L A B 1 - 5 S- 1 T I T U S O M N I 1 2 " x 1 2 " 6 " ø C E I L I N G S T E E L A A 1 - 5 S- 2 T I T U S O M N I 1 2 " x 1 2 " 8 " ø C E I L I N G S T E E L A A 1 - 5 S- 3 T I T U S O M N I 2 4 " x 2 4 " 6 " ø L A Y - I N S T E E L A B 1 - 5 S- 4 T I T U S O M N I 2 4 " x 2 4 " 8 " ø L A Y - I N S T E E L A B 1 - 5 S- 5 T I T U S O M N I 2 4 " x 2 4 " 1 0 " ø L A Y - I N S T E E L A B 1 - 5 S- 6 T I T U S O M N I 2 4 " x 2 4 " 1 0 " ø C E I L I N G S T E E L A A 1 - 5 E- 1 T I T U S 5 0 F 1 2 " x 1 2 " 6 " ø C E I L I N G S T E E L B A 1 - 5 E- 2 T I T U S 5 0 F 1 2 " x 1 2 " 8 " ø C E I L I N G S T E E L B A 1 - 5 R- 1 T I T U S 3 5 5 R L 2 4 " x 2 4 " 8 " ø L A Y - I N S T E E L A B 1 - 5 R- 2 T I T U S 3 5 5 R L 2 4 " x 2 4 " 1 0 " ø L A Y - I N S T E E L A B 1 - 5 R- 3 T I T U S 3 5 5 R L 2 4 " x 2 4 " 1 0 " ø C E I L I N G S T E E L A A 1 - 5 R- 4 T I T U S 3 5 5 R L 2 4 " x 2 4 " 1 2 " ø L A Y - I N S T E E L A B 1 - 5 RE M A R K S : 1. B A L A N C I N G O F A I R D E V I C E S S H A L L B E A C C O M P L I S H E D B Y A D J U S T I N G B R A N C H T A K E O F F D A M P E R A T M A I N T R U N K D UC T . D A M P E R S I N T H E NE C K O F A I R D E V I C E S S H A L L B E U S E D F O R F I N A L T R I M . 2. P R O V I D E S Q U A R E T O R O U N D T R A N S I T I O N A T D I F F U S E R . 3. P R O V I D E O P T I O N A L D I R E C T I O N A L B L O W F E A T U R E F O R OT H E R T H A N 4 - W A Y . 4. V O L U M E D A M P E R - F A C T O R Y F U R N I S H E D . O P P O S E D B L AD E O R B U T T E R F L Y W H E R E A V A I L A B L E . A D J U S T A B L E F R O M F AC E . 5. P R O V I D E B O O T F O R D U C T M O U N T I N G , A S R E Q U I R E D . NO T E S : a. A I R F L O W P A T T E R N A N D V O L U M E A S S H O W N O N P L A N . b. D U C T W O R K R U N - O U T S T O M A T C H N E C K S I Z E O F D I F F U S ER . No.DescriptionDate SC A L E : 1 / 8 " = 1 ' - 0 " M2 . 0 RO O F C U R B A T T A C H M E N T D E T A I L 1 SC A L E : 1 / 8 " = 1 ' - 0 " M2 . 0 2 DI F F U S E R M O U N T I N G D E T A I L SC A L E : 1 / 8 " = 1 ' - 0 " M2 . 0 RO O F T O P U N I T G A S P I P I N G D E T A I L 3 SC A L E : 1 / 8 " = 1 ' - 0 " M2 . 0 RO O F T O P U N I T C O N D E N S A T E P I P I N G D E T A I L 4 RO O F T O P U N I T S C H E D U L E ( G A S ) MA R K MA N U F A C TU R E R MO D E L NO M . TO N S EV A P O R A T O R F A N CO O L I N G HEATING VOLTAGE (VOLTS/PHASE/HERTZ)MCA MOCPWEIGHT (LBS)ACCESSORIES SU P P L Y AI R C F M OU T S I D E AI R C F M ES P (I W G ) TE M P E R A T U R E ( ° F ) GR O S S CA P . MB H NE T CA P . MB H EER/ (S E E R ) MBH LVG AIR TEMP. °F EN T . A I R L V G . A I R OD AM B . IN O U T DB W B D B W B RT U - 1 C a r r i e r 4 8 F C F A 0 6 5 . 0 2 0 0 0 3 0 0 1 . 0 0 7 6 . 5 6 0 . 9 5 1 . 9 5 1 . 2 9 0. 6 5 0 . 9 4 4 . 4 1 4 1 1 0 8 8 9 9 . 1 2 0 8 V / 3 / 6 0 2 8 4 0 8 5 1 1 , 2 , 4 - 13 RT U - 2 C a r r i e r 4 8 F C F M 0 7 6 . 0 2 4 0 0 5 1 0 1 . 0 0 7 7 . 5 6 0 . 9 5 1 . 2 5 0 . 8 9 0. 6 6 3 . 0 5 7 . 0 1 1 1 2 0 9 6 9 9 . 5 2 0 8 V / 3 / 6 0 3 0 4 5 9 0 6 1 , 3 - 1 3 RT U - 3 C a r r i e r 4 8 F C F M 0 7 6 . 0 2 4 0 0 5 6 0 1 . 0 0 7 7 . 9 6 0 . 9 5 1 . 2 5 0 . 8 9 0. 6 6 3 . 0 5 7 . 8 1 1 1 2 0 9 6 9 7 . 8 2 0 8 V / 3 / 6 0 3 0 4 5 9 0 6 1 , 3 - 1 3 AC C E S S O R I E S / O P T I O N S : 1. M E D I U M S T A T I C O P T I O N - E c o B l u e D I R E C T D R I V E 2. L O W H E A T 3. M E D I U M H E A T 4. R E T U R N A I R S M O K E D E T E C T O R 5. E N T H A L P Y E C O N O M I Z E R W / B A R O M E T R I C R E L I E F 6. N O N - F U S E D D I S C O N N E C T 7. U N - P O W E R E D C O N V E N I E N C E O U T L E T 8. L O U V E R E D H A I L G U A R D S 9. T H R O U G H B A S E E L E C T R I C A L A N D G A S C O N N E C T I O N S 10 . 2 4 " R O O F C U R B 11 . T W O ( 2 ) A D D I T I O N A L S E T S O F M E R V 8 F I L T E R S 12 . H U M I D I - M I Z E R 13 . C O N D E N S A T E O V E R F L O W S W I T C H NO T E S : a. C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A L L S T A R T U P A N D W A R R A N T Y W O R K . V E R I F Y E L E C T R I C A L P O W E R P R I O R TO I N S T A L L I N G U N I T S . F A I L U R E T O D O S O S H A L L R E S U L T IN C O N T R A C T O R F U R N I S H I N G C O R R E C T U N I T S O R P O W E R A T NO ADDITIONAL COST TO TENANT. b. W E I G H T O F R O O F C U R B I S N O T I N C L U D E D I N T H E W E I GH T A B O V E . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___________________________________________________________________________________________________________ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S E Q U E N C E O F O P E R A T I O N S 1. O C C U P I E D H O U R S : 2 . U N O C C U P I E D H O U R S : a. U N I T O U T D O O R A I R D A M P E R S H A L L O P E N T O I T S M I N IM U M P O S I T I O N A N D U N I T S U P P L Y F A N S H A L L O P E R A T E C O N TI N U O U S L Y . a . U N I T O U T D O O R A I R D AMPER SHALL REMAIN CLOSED AND UNIT SUPPLY FAN SHALL CYCLE ON A SIGNAL FROM SPACE SE N S O R . b. U N I T C O M P R E S S O R ( S ) S H A L L C Y C L E O R H E A T E X C H A N GE R S H A L L S T A G E T O M A I N T A I N S P A C E S E T P O I N T . b . UNIT COMPRESSOR(S) SHALL CYCLE OR HEAT EXCHANGE R SHALL STAGE WITH UNIT SUPPLY FAN TO MAINTAIN SPAC E SE T P O I N T . c. U N I T E C O N O M I Z E R C Y C L E S H A L L B E I N I T I A T E D U P O N A S I G N A L F R O M O U T D O O R A I R S E N S O R S . O U T D O O R A I R D A MP E R , R E T U R N A I R D A M P E R , A N D U N I T C O M P R E S S O R ( S ) S H AL L C Y C L E T O M A I N T A I N S P A C E S E T P O I N T . 07/27/21 NO T E : SU B C O N T R A C T O R S S H A L L B E R E S P O N S I B L E F O R T H E CL E A N -UP O F T H E B U I L D I N G F O R T H E I R R E S P E C T I V E TR A D E A T T H E C O M P L E T I O N O F W O R K E A C H D A Y . AT A L L T I M E S R E M O V E W A S T E M A T E R I A L , T R A S H , AN D D E B R I S A N D L E G A L L Y D I S P O S E O F I T . NO T E : SU B C O N T R A C T O R S , S U P P L I E R S , A N D V E N D O R S MU S T I N C L U D E A L L A P P R O P R I A T E S A L E S T A X E S WI T H I N T H E I R B I D P R I C I N G , N O E X C E P T I O N S . NO T E S : 1. DO M E S T I C W A T E R P I P E R O U T I N G I S D I A G R A M M A T I C O N L Y , C OO R D I N A T E P I P E R O U T I N G WI T H F I E L D C O N D I T I O N S . 2. RE F E R T O W A T E R R I S E R D I A G R A M , S H E E T P 3 . 0 , F O R E Q U I P ME N T , P I P I N G A N D S I Z E S N O T SH O W N O N P L A N . PL U M B I N G L E G E N D (N O T A L L S Y M B O L S U S E D ) RC P # EQ U I P M E N T I D E N T I F I C A T I O N PO I N T O F N E W C O N N E C T I O N T O E X I S T I N G # KE Y N O T E S FI X T U R E T Y P E FI X T U R E N U M B E R DO M E S T I C C O L D W A T E R L I N E CW DO M E S T I C H O T W A T E R L I N E HW DO M E S T I C H O T W A T E R R E T U R N L I N E HW R SA N I T A R Y L I N E SA N VE N T L I N E V PI P E L I N E C O N T I N U E S P T R A P ( P L A N V I E W ) PI P E T E E D R O P PI P E D R O P PI P E R I S E SH U T O F F V A L V E BA C K F L O W P R E V E N T E R 1 2 4 5 3 108RADIOLOGY 107EXAM 7 105EXAM 5 10 4 EX A M 4 10 3 EX A M 3 11 6 CO N F E R E N C E RO O M 11 7 SH A R E D O F F I C E 106EXAM 6 11 8 RE C E P T I O N 10 2 EX A M 2 110STORAGE 12 1 PA T I E N T UN I S E X 11 9 OF F I C E 12 0 LO B B Y U N I S E X 11 4 UT I L I T Y 11 3 ST A F F L O U N G E 11 5 NO N -RA T E D CO R R I D O R 11 1 WO R K A R E A 11 2 ST A F F U N I S E X 109NON-RATED CORRIDOR 12 2 NU R S E ' S ST A T I O N 10 0 LO B B Y 10 1 EX A M 1 10 0 A VE S T I B U L E WB 2 MB 1RC P 1 WH 1 EW H 1 S 3 WC 1 S 2 L 1 S 2 WB 1 S 1 S 2 WH 1S1 S 1 S 1 S 1 S 1 L 1 WC 1 WC 1 L 1 TP 1 5 3/ 4 " Ø H W 3/ 4 " Ø H W 3/ 4 " Ø H W 3/ 4 " Ø H W 1/2"Ø HW3/4"Ø HW3/4"Ø HW 3/ 4 " Ø H W 3/ 4 " Ø H W 1 / 2 " Ø H W 1 / 2 " Ø H W 3/ 4 " Ø H W 3/ 4 " Ø H W R 3 / 4 " Ø H W R 3/ 4 " Ø C W 1 1 / 2 " Ø C W 1 1 / 2 " Ø C W 1 1 / 4 " Ø C W 1 1 / 4 " Ø C W 1/ 2 " Ø C W 1/ 2 " Ø C W 1 " Ø C W 3/ 4 " Ø C W 3/ 4 " Ø C W 3/ 4 " Ø C W 3/4"Ø CW 3/4"Ø CW1/2"Ø CW 3/ 4 " Ø C W 1" Ø C W 1 " Ø C W NO T E : OW N E R T O S P E C I F Y S H O W E R A N D S H O W E R F I X T U R E S 2 1 3 4 5 A B C D 1. 1 1. 4 NO T I C E T O A L L P A R T I E S H A V I N G A N I N T E R E S T I N T H I S C O NT S T R U C T I O N P R O J E C T : 1. C I V I L E N G I N E E R I N G F O R T H I S P R O J E C T I S B E I N G P E R F OR M E D B Y O T H E R S . 2. C O N T R A C T O R S R E F L Y I N G O N D O C U M E N T S N O T C O O R D I N A T E D W I T H T H E C I V I L E N G I N E E R I N G W O R K S H A L L D O S O A T T H EI R O W N R I S K . 3. C O O R D I N A T I O N W I T H T H E C I V I L E N G I N E E R I N G D O C U M E N T S H A S B E E N C O M P L E T E D O N L Y A S S H O W N B E L O W . CI V I L E N G I N E E R I N G C O N S U L T A N T I S : X X X X X X X X CO O R D I N A T I O N C H E C K E D B Y : CI V I L S H E E T D W G . N O . XX CI V I L S H E E T DW G . T I T L E XX RE V . NO . - RE V . DA T E - RE V . DA T E RE V . DA T E IN I T I A L MA K DA T E XX IN I T I A L D A T E CI V I L N O T R E C E I V E D Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 0 7 P M DOMESTIC WATER PLUMBING PLAN P1.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 DOMESTIC WATER KEYED NOTES 1 C O N T R A C T O R S H A L L E X T E N D A N D C O N N E C T N E W 1 - 1 / 2 " D O M ESTIC COLD WATER LINE TO EXISTING 1-1/2" DOMESTIC WATER SERVICE WITH 1-1/2" WATER METER. 1-1/2" WATER LINE SHALL ENTER BUILDING UNDER SLAB AND ROUTED ON WARM SIDE OF INSULATED FURRED WALL. INSULATE ENTIRE LINE 2 R E - C I R C U L A T I N G H O T W A T E R P U M P T O B E M O U N T E D H I G H A S POSSIBLE, BELOW CEILING NEXT TO WATER HEATER.3 T R A P P R I M E R ( T P - 1 ) T O B E L O C A T E D A S H I G H A S P O S S I B LE COMPLETE W/ ACCESSORIES. UNDER FLOOR WATER PIPING FROM TRAP PRIMER TO FLOOR DRAIN.4 1 / 2 " C W T O S T A F F L O U N G E R E F R I G E R A T O R . P R O V I D E 3 / 8 " FLEXIBLE CONNECTION IF REQUIRED.5 C O O R D I N A T E W A S H E R B O X ( W B - 1 & W B - 2 ) H E I G H T A N D L O C ATION IN FIELD. NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " P1 . 0 DO M E S T I C W A T E R P L U M B I N G P L A N 1 No.DescriptionDate 07/27/21 1 2 3 4 5 WC 1 WC 1 WC 1 FD 1FD1 FD 1 WB 1 FCO 1108RADIOLOGY 107EXAM 7 105EXAM 5 10 4 EX A M 4 10 3 EX A M 3 11 6 CO N F E R E N C E RO O M 11 7 SH A R E D O F F I C E 106EXAM 6 11 8 RE C E P T I O N 10 2 EX A M 2 11 0 ST O R A G E 12 1 PA T I E N T UN I S E X 11 9 OF F I C E 12 0 LO B B Y U N I S E X 11 4 UT I L I T Y 11 3 ST A F F L O U N G E 11 5 NO N -RA T E D CO R R I D O R 11 1 WO R K A R E A 11 2 ST A F F U N I S E X 109NON-RATED CORRIDOR 12 2 NU R S E ' S ST A T I O N 10 0 LO B B Y 10 1 EX A M 1 10 0 A VE S T I B U L E FCO 1WCO1WCO1 WC O 1 S 3 WC O 1 WC O 1 3 4 4 " Ø S A N 2"Ø SAN 4 " Ø S A N 4 " Ø S A N 4" Ø S A N 3"Ø SAN 2 " Ø S A N 4" Ø S A N 2"Ø SAN 2"Ø SAN2"Ø SAN 4" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 4" Ø S A N 3 " Ø S A N 4 " Ø S A N 4" Ø S A N 4" Ø S A N 2" Ø V 2" Ø V 2" Ø V 2 " Ø V 2" Ø V 2" Ø V WC O 1 4 S 1 S 1 S 1 S 1 S 1S2S1 S 2 S 2 L 1 L 1 L 1 EW H 1 FD 1 2 1 3 4 5 A B C D 1. 1 1. 4 NO T E : SU B C O N T R A C T O R S S H A L L B E R E S P O N S I B L E F O R T H E CL E A N -UP O F T H E B U I L D I N G F O R T H E I R R E S P E C T I V E TR A D E A T T H E C O M P L E T I O N O F W O R K E A C H D A Y . AT A L L T I M E S R E M O V E W A S T E M A T E R I A L , T R A S H , AN D D E B R I S A N D L E G A L L Y D I S P O S E O F I T . NO T E S : 1. DOMESTIC WATER PIPE ROUTING IS DIAGRAMMATIC ONLY , COORDINATE PIPE ROUTING WITH FIELD CONDITIONS.2. REFER TO WATER RISER DIAGRAM, SHEET P3.0, FOR EQ UIPMENT, PIPING AND SIZES NOT SHOWN ON PLAN. NO T I C E T O A L L P A R T I E S H A V I N G A N I N T E R E S T I N T H I S C O NT S T R U C T I O N P R O J E C T : 1. C I V I L E N G I N E E R I N G F O R T H I S P R O J E C T I S B E I N G P E R F OR M E D B Y O T H E R S . 2. C O N T R A C T O R S R E F L Y I N G O N D O C U M E N T S N O T C O O R D I N A T E D W I T H T H E C I V I L E N G I N E E R I N G W O R K S H A L L D O S O A T T H EI R O W N R I S K . 3. C O O R D I N A T I O N W I T H T H E C I V I L E N G I N E E R I N G D O C U M E N T S H A S B E E N C O M P L E T E D O N L Y A S S H O W N B E L O W . CI V I L E N G I N E E R I N G C O N S U L T A N T I S : X X X X X X X X CO O R D I N A T I O N C H E C K E D B Y : CI V I L S H E E T D W G . N O . XX CI V I L S H E E T DW G . T I T L E XX RE V . NO . - RE V . DA T E - RE V . DA T E RE V . DA T E IN I T I A L MA K DA T E XX IN I T I A L D A T E CI V I L N O T R E C E I V E D Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 0 9 P M SANITARY &VENT PLUMBING PLAN P2.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " P2 . 0 SA N I T A R Y P I P I N G P L A N 1 SANITARY SEWER KEYED NOTES 1 E X T E N D A N D C O N N E C T N E W 4 " S A N I T A R Y P I P I N G T O E X I S T ING 4" SANITARY PIPE. FIELD VERIFY EXACT LOCATION, FLOW DIRECTION A ND INVERT HEIGHT.REFER TO CIVIL PLANS FOR CONTINUATION OF PIPE ROUTI NG.2 P R O V I D E N E W 3 " S A N I T A R Y V E N T A N D E X T E N D T H R U R O O F . COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORD'S ROOFI NG CONTRACTOR. SANITARY VENT PIPING ROOF PENETRATIONS SHALL BE LOCATED A MINIMUM OF 10' AWAY FROM ALL FRESH AIR INTAKES.3 P R O V I D E N E W 4 " S A N I T A R Y V E N T A N D E X T E N D T H R U R O O F . COORDINATE ROOF PENETRATION REQUIREMENTS WITH LANDLORD'S ROOFI NG CONTRACTOR. SANITARY VENT PIPING ROOF PENETRATIONS SHALL BE LOCATED A MINIMUM OF 10' AWAY FROM ALL FRESH AIR INTAKES.4 T R A P P R I M E R J R S M I T H E Z E - 2 6 9 8 S T O B E L O C A T E D U N D E R CLOSEST SINK, SEE DETAIL 3/P4.0. UNDER FLOOR WATER PIPING FROM TRAP PRIMER TO FLOOR DRAIN.5 C O O R D I N A T E W A S H E R B O X W B - 1 H E I G H T A N D L O C A T I O N I N FIELDNo.DescriptionDate 07/27/21 12 3 4 5 MB 1 S 3 EW H 1 RC P 1 WB 2 TP 1 WH 1 L 1 WC 1 WC 1 S 1 S 1 S 1 S 1S1WH1S2S1 S 2 WB 1 L 1 L 1 S 2 WC 1 3 / 4 " Ø C W 1 1 / 2 " Ø C W 1 1 / 2 " Ø C W 3/ 4 " Ø H W 1" Ø C W 1/ 2 " Ø C W 3/ 4 " Ø H W R 1/ 2 " Ø C W 1/ 2 " Ø H W 1 1 / 2 " Ø C W 1/ 2 " Ø C W 1/ 2 " Ø H W 1/ 2 " Ø C W 1/ 2 " Ø H W 1/ 2 " Ø C W 1" Ø C W 1 1 / 4 " Ø C W 1 1 / 4 " Ø C W 1/ 2 " Ø C W 1/ 2 " Ø H W 1/ 2 " Ø C W 1/ 2 " Ø H W 3/ 4 " Ø C W 3/ 4 " Ø H W 3/ 4 " Ø C W 3/ 4 " Ø H W 1/ 2 " Ø H W 1/ 2 " Ø C W 3/ 4 " Ø H W 3/ 4 " Ø C W 1/ 2 " Ø C W 1/ 2 " Ø H W 1" Ø C W 1/ 2 " Ø H W 3/ 4 " Ø C W 1/ 2 " Ø H W 3/ 4 " Ø H W 1 1 / 4 " Ø C W 1/2"Ø CW 1/ 2 " Ø H W 3/ 4 " Ø H W 1" Ø C W 3/ 4 " Ø H W 3/ 4 " Ø C W 1/ 2 " Ø H W 1/ 2 " Ø C W 3/ 4 " Ø H W 1/2"Ø CW 1/ 2 " Ø C W 1/ 2 " Ø H W 3/4"Ø HW 3/ 4 " Ø C W 1/2"Ø CW 1/2"Ø HW1/2"Ø CW1/2"Ø HW 3/4"Ø HW 3/4"Ø CW 3/4"Ø CW 3 3 3 8 6 7 9 S 1 S 1 S 1 S 1 S 1 FC O 1 S 2 WC O 1 S 1 WC O 1 FC O 1 WB 1 S 2 L 1WC O 1 L 1 FD 1 WC 1 WC 1FD1 FD 1WC O 1 S 3 WC 1WC O 1 FD 1 7 S 2 L 1 4" Ø S A N 4" Ø S A N 4" Ø S A N 4" Ø S A N 4" Ø S A N 3" Ø S A N 2" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 3" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 2" Ø S A N 1 1 / 2 " Ø V 1 1 / 2 " Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V 1 1 / 2 " Ø V 1 1 / 2 " Ø V 1 1 / 2 " Ø V 3" Ø V 2" Ø V 2" Ø S A N 4" Ø S A N 4" Ø S A N 2" Ø S A N 4" Ø S A N 1 1 / 2 " Ø V 2" Ø V 2" Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V 2" Ø V 4" Ø S A N 4" Ø S A N 2" Ø S A N WC O 1 3" Ø S A N 4" Ø S A N 4" Ø S A N 3" Ø S A N 4" Ø S A N 4" Ø S A N 4" Ø S A N 4" Ø S A N 1 1 / 2 " Ø V 2" Ø V 2" Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V 4" Ø V 2" Ø V 2" Ø V 1 1 / 2 " Ø V 2" Ø V MB 1 1. T H E C O N T R A C T O R S H A L L V I S I T T H E P R O J E C T S I T E P R I O R T O S U B M I T T I N G H I S B I D A N D T A K E I N T O A C C O U N T E X I S T ING CONDITIONS. POINTS OF NEW CONNECTIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SU B M I T T I N G H I S B I D . U N D E R N O C I R C U M S T A N C E S S H A L L T H E C O N T R A C T O R B E G I V E N C O M P E N S A T I O N D U E T O H I S F A I L U RE TO DO SO. 2. P I P I N G W O R K W H I C H I S R E M O V E D S H A L L N O T B E R E U S E D . A L L N E W C O N N E C T I O N S S H A L L B E M A D E W I T H F A C T O R Y F A BRICATED FITTINGS. 3. T H E C O N T R A C T O R S H A L L A C Q U A I N T H I M S E L F W I T H T H E P RO J E C T S I T E F O R A C C E S S I B I L I T Y , S T O R A G E A N D E G R E S S . UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INTERFE RE WITH OTHER BUILDING TENANT OP E R A T I O N S . 4. P R O V I D E C O M P L E T E S Y S T E M S A S C A L L E D F O R , A N D / O R S HO W N , A N D / O R S P E C I F I E D . P L U M B I N G C O N T R A C T O R T O F U R N ISH AND COMPLETELY INSTALL THE SYSTEM, SERVICE, EQUI PMENT, OR MATERIAL NAMED, TO G E T H E R W I T H O T H E R A S S O C I A T E D D E V I C E S , E Q U I P M E N T , MA T E R I A L S , W I R I N G , P I P I N G , E T C . A S R E Q U I R E D F O R A C OMPLETE SATISFACTORY OPERATING INSTALLATION. OTHER SUBCONTRACTORS, AS REQUIRED TO PE R F O R M W O R K C A L L E D F O R , S H A L L B E R E S P O N S I B L E T O T H E P L U M B I N G C O N T R A C T O R . S E C U R E A L L P E R M I T S F O R W O R K AND INSPECTIONS AS REQUIRED. PLUMBING SYSTEM PROVIDED SHALL INCLUDE BUT NOT BE LI M I T E D T O : 5. S T A N D A R D S , C O D E S R E G U L A T I O N S , C O O R D I N A T I O N , G U A R AN T Y , S H O P D R A W I N G S , P R E S E N T E Q U I P M E N T A N D C O N S T R U C TION, APPROVED MAKE EQUIPMENT, DETERMINATION OF POI NTS, SPECIAL SUPERVISION, CU T T I N G A N D P A T C H I N G , C L E A N I N G A N D T E S T I N G . 6. W A T E R P I P I N G , ( D W V ) D R A I N / W A S T E / V E N T P I P I N G , S A N I T A R Y S E W E R P I P I N G , P I P I N G A C C E S S O R I E S , A N D I N S TALLATION. PLUMBING FIXTURES, WATER HEATERS, PIPING INSULATION, VALVES.ED 7. E Q U I P M E N T , D E V I C E S , A P P A R A T U S A N D I N S T A L L A T I O N S TO B E I N F U L L C O M P L I A N C E W I T H A L L C U R R E N T A P P L I C A B L E STANDARDS, REQUIREMENTS, R U L E S , R E G U L A T I O N S , C O D E S , STATUTES, ORDINANCES, ETC. LOCAL, CI T Y , C O U N T Y , S T A T E , G O V E R N M E N T , 8. O W N E R ’ S I N S U R A N C E C O M P A N Y , A M E R I C A N D I S A B I L I T I E S A C T , A D O P T E D P L U M B I N G C O D E ( S ) , N A T I O N A L A S S O C I A T I O N OF ROOFING CONTRACTORS, LOCAL GAS AND ELECTRIC UT ILITY COMPANIES, LABOR RE G U L A T I O N S . C H A N G E S R E Q U I R E D T O C O N F O R M T O R E Q U I R E ME N T S S H A L L B E M A D E W I T H O U T I N C R E A S E I N C O N T A C T P R I CE AS APPROVED BY THE OWNER. 9. E L E C T R I C A L E Q U I P M E N T , W I R I N G , G A S B U R N I N G E Q U I P M EN T , H A N D L I N G A N D S T O R A G E E Q U I P M E N T , A L L W A T E R / D R A I N/WASTE/VENT PIPING, GAS PIPING, INSULATING MATERIA LS, ETC. SHALL COMPLY WITH RE Q U I R E M E N T S O F N F P A , N E C , U L , A G A , O S H A , E P A , B O C A , C O U N T Y , S T A T E , A N D F E D E R A L S A F E T Y C O D E D ; F O R A P A RTICULAR TYPE INSTALLATION AND SHALL BE SO LABELED WHERE APPLICABLE. 10 . U N L E S S O T H E R W I S E S P E C I F I E D W I T H I N T H E C O N S T R U C T IO N D O C U M E N T S , O R A S A P P R O V E D B Y T H E O W N E R , A L L R E Q UIRED MATERIALS, DEVICES, FIXTURES, EQUIPMENT AND P RODUCTS SHALL BE NEWLY MA N U F A C T U R E D , U . S . M A K E A N D O F F I R S T C L A S S S T A N D A R D S. A L L E Q U I P M E N T A N D F I X T U R E S S H A L L B E P R O T E C T E D F R OM DAMAGE AFTER DELIVERY TO THE JOBSITE. ANY SCRATC HES TO FACTORY FINISHES SHALL BE TO U C H E D U P U S I N G F A C T O R Y S U P P L I E D P A I N T B E F O R E F I N A L A C C E P T A N C E . 11 . C O O R D I N A T E W I T H E L E C T R I C A L , M E C H A N I C A L C O N T R A C T OR S , E T C . , T O A V O I D I N T E R F E R E N C E A N D C O N F L I C T S O F W ORK INDICATED. WORK MUST BE C O M P L E T E D A S S C H E D U L E D . 12 . P L U M B I N G C O N T R A C T O R S H A L L G U A R A N T E E A L L E Q U I P M E NT , A P P A R A T U S , M A T E R I A L S , A N D W O R K M A N S H I P E N T E R I N G INTO THIS CONTRACT AND SHALL REPLACE ALL PARTS AT H IS OWN EXPENSE WHICH HAVE PR O V E N D E F E C T I V E W I T H I N O N E ( 1 ) Y E A R F R O M F O R M A L A C CE P T A N C E . I N D I V I D U A L I T E M S S H A L L B E G U A R A N T E E D A S C ALLED FOR IN ADDITION TO THE ABOVE. 13 . T H E R U N O F A L L L I N E S S H O W N O N D R A W I N G S I S T O B E R E G A R D E D A S D I A G R A M M A T I C A N D T E N T A T I V E . C O N T R A C T O R SHALL CAREFULLY DETERMINE LOCATION, DEPTH, AND SIZ E OF LINE, SEWER, SERVICE, ETC. TO WH I C H C O N N E C T I O N I S P R O P O S E D . B E F O R E I N S T A L L I N G A N Y S E R V I C E , L I N E S , C O N N E C T I O N , E T C . , C O N T R A C T O R S H A L L ASSURE THAT THEY CAN BE RUN/MADE AS CONTEMPLATED W ITHOUT TRAPPING OR INTERFERING WI T H F O O T I N G , O T H E R P I P I N G , F I X T U R E S , E T C . A N Y N E C E SS A R Y D E V I A T I O N S H A L L B E R E F E R R E D T O T H E O W N E R F O R APPROVAL BEFORE ANY LINES ARE RUN. 14 . N O P A I N T I N G S H A L L B E I N P L U M B I N G C O N T R A C T . 15 . C L E A N A L L E Q U I P M E N T I N S T A L L E D A N D W O R K A R E A S P R IO R T O F I N A L A C C E P T A N C E . V A L V E S , P I P I N G , L A V ' S , W A T ER CLOSETS, DRAINS, EQUIPMENT, ETC. TO BE FLUSHED, TESTED, INSPECTED PRIOR TO FINAL AC C E P T A N C E . 16 . W I R I N G T O B E I N C O M P L I A N C E W I T H L A T E S T N / E / C / A ND A L L A P P L I C A B L E C O D E S . A L L M O T O R S , E Q U I P M E N T , W I R ING, CABLING, DEVICES, ETC. T O B E N O N - R A D I O I N T E R F E R ING. LINE WIRES, OR PROPER SIZE, SHALL BE FU R N I S H E D T O T H E E Q U I P M E N T W I T H F I N A L P O W E R C O N N E C T IO N S M A D E B Y E L E C T R I C A L C O N T R A C T O R . P L U M B I N G C O N T R A CTOR, WITHIN HIS CONTRACT, SHALL BE RESPONSIBLE FOR PROVIDING RESPECTIVE CO N T R O L S F O R A L L O F H I S E Q U I P M E N T , P R O V I D E C O N T R O L DE V I C E S , P A N E L , D I S C O N N E C T S W I T C H E S , S T A R T E R S , I N T E RLOCKS, CONTROLS, ETC. TO GIVE A COMPLETE OPERATING SYSTEM. PLUMBING CONTRACTOR WILL DO A L L C O N T R O L W I R I N G , I N T E R L O C K W I R I N G , E T C . 17 . I N T E R I O R D O M E S T I C C W , A N D H W P I P I N G S H A L L B E T Y PE “ L ” C O P P E R P E R A S T M B 8 8 W I T H C O P P E R S O L D I E R J O I N T S PER ANSI B16.22. JOINTS SHALL BE 95-5 SOLDER OR C RAZED AS ALLOWED BY STATE AND LOCAL CO D E S . H Y D R O S T A T I C W A T E R T E S T S H A L L B E 1 7 5 P S I F O R TW O H O U R S W I T H A M A X I M U M P R E S S U R E L O S S O F 2 P S I . 18 . A L L S A N I T A R Y W A S T E & V E N T P I P I N G T O B E S C H . 4 0 PV C A N D F I T T I N G S C O N F O R M I N G T O A S T M . 19 . P U R G E A L L W A T E R D I S T R I B U T I O N P I P I N G S Y S T E M S . U S E T H E P U R G I N G A N D D I S I N F E C T I O N P R O C E D U R E P R E S C R I B E D BY THE AUTHORITY HAVING JURISDICTION OR, IN CASE A METHOD IS NOT PRESCRIBED BY THAT AU T H O R I T Y , T H E P R O C E D U R E D E S C R I B E D I N E I T H E R A W W A C 65 1 O R C 6 5 2 . 20 . C O L D , H O T , A N D N O N - P O T A B L E W A T E R P I P I N G S Y S T E M S W H E R E C A L L E D F O R S H A L L B E C O V E R E D W I T H 1 ” F I B E R G L A S S WITH FA C T O R Y - A P P L I E D A L L - P U R P O S E J A C K E T C O N S I S T I N G O F H I GH - I N T E N S I T Y , W H I T E K R A F T P A P E R B O N D E D T O A L U M I N U M FOIL AND REINFORCED WIDTH FIBERGLASS YARN, SEALED W ITH VAPOR BARRIER ADHESIVE O R US I N G S E L F - S E A L I N G L A P . C O V E R I N G S H A L L B E E Q U A L T O MA N V I L L E P R O D U C T S M I C R O - L O K 6 5 0 A N D S H A L L B E S U I T A B LE FOR SERVICES FROM 35 DEGREES F TO 650 DEGREES F. 3.5 POUND DENSITY. COVERING SHALL BE MA N V I L L E , F I B E R G L A S S , K N A U F , O R A R M S T R O N G . C O V E R I N G P I P I N G S H A L L B E C O N T I N U O U S T H R O U G H H A N G E R S A N D S L E EVES. HANGERS ON PIPING S H A L L E N C I R C L E P I P E C O V E R I N G , BEAR ON A 20 GAUGE SHEET ME T A L P L A T E 4 L O N G W H I C H S H A L L E N C I R C L E C O V E R I N G . E ND S O F C O V E R I N G S H A L L B E N E A T L Y T A P E R E D A N D S E A L E D . ANY MILDEWED COVERING MUST BE REPLACED. FITTINGS S HALL BE COVERED WITH ZESTON FI T T I N G C O V E R A N D F A C T O R Y S U P P L I E D F I B E R G L A S S I N S E R T W H E R E A V A I L A B L E , A L L I N S T A L L E D A C C O R D I N G T O M F R ’ S INSTRUCTIONS. 21 . V A L V E S S H A L L B E C R A N E , N I B C O , P O W E L L , H A M M O N D , AP O L L O , W A L W O R T H , J E N K I N S , S T O C K H A M O R A P P R O V E D W I T H METAL HANDLES BUILT FOR 125 PSI WORKING PRESSURE FOR ALL USES. VALVES PROVIDED SHALL BE S U I T A B L E F O R I N T E N D E D S E R V I C E . T H R O T T L I N G T Y P E S HA L L H A V E G L O B E P A T T E R N . S H U T - O F F T Y P E S H A L L B E B A L L TYPE. VALVES AND COCKS MUST BE ACCESSIBLE FOR SER VICING AND MUST HAVE FLEXIBLE SWING CO N N E C T I O N S A N D U N I O N S I F N O T F L A N G E D C O N N E C T E D . 22 . N O P L U M B I N G F I X T U R E S , S P E C I A L E Q U I P M E N T , D E V I C E , O R P I P I N G , S H A L L B E I N S T A L L E D W H I C H W I L L C R O S S - C O NNECT A DISTRIBUTING SUPPLY OF DRINKING WATER OR DO MESTIC WATER AND A POLLUTED SUPPLY OR WA S T E S U C H A S A D R A I N A G E S Y S T E M O R S O I L P I P E , O R N O N- P O T A B L E W A T E R S U P P L Y S Y S T E M . A S U I T A B L E B A C K F L O W PREVENTION DEVICE SHALL BE USED TO PREVENT ALL POSS IBILITIES. 23 . P R O V I D E S C H E D U L E 4 0 B L A C K I R O N P I P E F O R G A S P I P IN G ( W H E N R E Q U I R E D ) . 24 . H O T W A T E R A T A L L L A V A T O R I E S S H A L L N O T E X C E E D 1 0 5 F . ( 1 0 5 D E G R E E S F A H R E N H E I T ) . 25 . A N E X P A N S I O N T A N K S H A L L B E P R O V I D E D A T A L L W A T E R H E A T E R S . 26 . A V A C U U M R E L I E F V A L V E S H A L L B E P R O V I D E D F O R A N Y W A T E R H E A T E R E L E V A T E D A B O V E P L U M B I N G F I X T U R E S . PLUMBING SPECIFICATIONS Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 1 1 P M DOMESTIC WATER,SANITARY &VENT RISER DIAGRAMS P3.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 SC A L E : N O T T O S C A L E P3 . 0 WA T E R R I S E R D I A G R A M 1 SC A L E : N O T T O S C A L E P3 . 0 SA N I T A R Y & V E N T R I S E R D I A G R A M 2 PL U M B I N G K E Y E D N O T E S 1 C O N T R A C T O R S H A L L E X T E N D A N D C O N N E C T N E W 1 - 1 / 2 " D O M ES T I C C O L D W A T E R L I N E T O E X I S T I N G 1- 1 / 2 " D O M E S T I C W A T E R S E R V I C E W I T H 1 - 1 / 2 " W A T E R M E T ER . 1 - 1 / 2 " W A T E R L I N E S H A L L E N T E R BU I L D I N G U N D E R S L A B A N D R O U T E D O N W A R M S I D E O F I N S U LA T E D F U R R E D W A L L . I N S U L A T E E N T I R E 2 R E - C I R C U L A T I N G H O T W A T E R P U M P T O B E M O U N T E D H I G H A S P O S S I B L E , B E L O W C E I L I N G N E X T T O WA T E R H E A T E R . 3 T R A P P R I M E R J R S M I T H E Z E - 2 6 9 8 S T O B E L O C A T E D U N D E R C L O S E S T S I N K , S E E D E T A I L 3 / P 4 . 0 . U N D E R FL O O R W A T E R P I P I N G F R O M T R A P P R I M E R T O F L O O R D R A I N . 4 1 / 2 " C W T O S T A F F L O U N G E R E F R I G E R A T O R . P R O V I D E 3 / 8 " F L E X I B L E C O N N E C T I O N I F R E Q U I R E D . 5 C O O R D I N A T E W A S H E R B O X ( W B - 1 & W B - 2 ) H E I G H T A N D L O C AT I O N I N F I E L D . 6 E X T E N D A N D C O N N E C T N E W 4 " S A N I T A R Y P I P I N G T O E X I S T IN G 4 " S A N I T A R Y P I P E . F I E L D V E R I F Y E X A C T LO C A T I O N , F L O W D I R E C T I O N A N D I N V E R T H E I G H T . R E F E R T O C I V I L P L A N S F O R C O N T I N U A T I O N O F PI P E R O U T I N G . 7 P R O V I D E N E W 3 " S A N I T A R Y V E N T A N D E X T E N D T H R U R O O F . C O O R D I N A T E R O O F P E N E T R A T I O N RE Q U I R E M E N T S W I T H L A N D L O R D ' S R O O F I N G C O N T R A C T O R . S A NI T A R Y V E N T P I P I N G R O O F PE N E T R A T I O N S S H A L L B E L O C A T E D A M I N I M U M O F 1 0 ' A W A Y F R O M A L L F R E S H A I R I N T A K E S . 8 T R A P P R I M E R ( T P - 1 ) T O B E L O C A T E D A S H I G H A S P O S S I B LE C O M P L E T E W / A C C E S S O R I E S . U N D E R FL O O R W A T E R P I P I N G F R O M T R A P P R I M E R T O F L O O R D R A I N . 9 P R O V I D E N E W 4 " S A N I T A R Y V E N T A N D E X T E N D T H R U R O O F . C O O R D I N A T E R O O F P E N E T R A T I O N RE Q U I R E M E N T S W I T H L A N D L O R D ' S R O O F I N G C O N T R A C T O R . S A NI T A R Y V E N T P I P I N G R O O F PE N E T R A T I O N S S H A L L B E L O C A T E D A M I N I M U M O F 1 0 ' A W A Y F R O M A L L F R E S H A I R I N T A K E S . No.DescriptionDate 07/27/21 CL E A N - O U T P L U G A S S P E C I F I E D . AP P L Y T E F L O N J O I N T C O M P O U N D TO T H E C L E A N - O U T P L U G T H R E A D S . FL O W FL O O R S L A B O N G R A D E ME M B R A N E C L A M P LO N G S W E E P E L B O W A T EN D , O R T U R N O F R U N . CO M B I N A T I O N W Y E A N D E I G H T H B E N D IN R U N . R E D U C I N G T Y P E I F R E Q U I R E D . EN T E R T O P O F P I P E . SA M E S I Z E AS D R A I N L I N E AS R E Q U I R E D F O R DE P T H O F S E W E R . SA N I T A R Y S E W E R , SI Z E P E R P L A N . NO T E S : 1. RE F E R T O S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N . L O C A T E F L O O R C L E A N - O U T A T E N D O F RU N , T U R N S O F P I P E G R E A T E R T H A N 4 5 ° , 5 0 ' I N T E R V A L S ON S T R A I G H T R U N S , A N D / O R W H E R E SH O W N O N P L A N S & R I S E R S . P R O V I D E B A C K F I L L A S R E Q U I R ED . L O C A T E C L E A N - O U T W H E R E TH E R E I S 1 8 " C L E A R A R O U N D , F O R A C C E S S I B I L I T Y . C O O R D IN A T E W I T H L O C A L C O D E S A N D AU T H O R I T Y H A V I N G J U R I S D I C T I O N F O R A N Y A D D I T I O N A L R E QU I R E M E N T S . 2. P R O V I D E F L O O R C L E A N - O U T W I T H A D J U S T A B L E C O V E R . C L EA N - O U T C O V E R S H A L L B E S U I T A B L E FO R R E S P E C T I V E F L O O R C O V E R I N G ( R E C E S S E D F O R T I L E , S CO R I A T E D F O R U N F I N I S H E D F L O O R S , ET C . ) . C L E A N T H E T O P O F E X P O S E D F L O O R C L E A N - O U T A F T ER I N S T A L L A T I O N . SE E P L A N S F O R CO N T I N U A T I O N NO T E S : 1. SE T W A T E R H E A T E R @ 1 2 0 ° F 2. C O N T R A C T O R S H A L L P R O V I D E 1 8 " H I G H A N G L E R E I N F O R C E D W A T E R H E A T E R S T A N D C A P A B L E O F SU P P O R T I N G W E I G H T O F F I L L E D W A T E R H E A T E R A N D A C C E S S OR I E S . RE C I R C U L A T I O N P U M P S U P P O R T : IT I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O P R O V I D E A D EQ U A T E S U P P O R T F O R T H E R E C I R C U L A T I O N PU M P . S U P P O R T T O A D J A C E N T W A L L O R F R O M E X I S T I N G S T R UC T U R E A B O V E W I T H U N I S T R U T . D O N O T SU P P O R T F R O M P I P E A L O N E . WA T E R H E A T E R (S E E S C H E D U L E ) CH E C K V A L V E 3/ 4 " SE E P L A N S F O R CO N T I N U A T I O N BA L L V A L V E DI E L E C T R I C U N I O N HE A T T R A P S , T Y P . TH E R M A L E X P A N S I O N T A N K . S I Z E A N D I N S T A L L PE R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . DO N O T S U P P O R T W I T H P I P I N G A L O N E . FU L L S I Z E D I S C H A R G E L I N E FR O M T & P V A L V E , R O U T E A N D TE R M I N A T E 2 " A B O V E M O P B A S I N . FU L L S I Z E D I S C H A R G E L I N E F R O M DR A I N P A N , R O U T E A N D TE R M I N A T E 2 " A B O V E M O P B A S I N . 24 ' x 2 4 " x 4 " D E E P 2 0 G A . GA L V A N I Z E D D R A I N P A N . WA T E R H E A T E R FL O O R M O U N T I N G PL A T F O R M . R E F E R T O NO T E # 2 . RE C I R C P U M P 3/ 4 " 3/ 4 " JR S M I T H E Z E - 2 6 9 8 PR I M E R V A L V E AU T O M A T I C T R A P WI T H C H R O M E F I N I S H (O R A P P R O V E D E Q U A L ) CO P P E R , W I T H N O JO I N T S B E L O W F L O O R FI X T U R E FL O O R DR A I N TY P I C A L A L L F L O O R D R A I N S (T Y P A L L ) INSTALLATION WHEN TAPPED FROM VERTICAL PIPE RUN.COLD WATER SUPPLY MAIN BALL VALVE TRAP PRIMER VALVE,LOCATED WITHIN WALL.MIFAB #M2-500, OR EQUAL.AIR GAP FITTING MIFAB #MIGAP, OR EQUAL.DISTRIBUTION UNIT,(WHERE REQUIRED).MIFAB #MI-DU, OR EQUAL24" X 24" ACCESS PANEL AND FRAME 1/2" COPPER TUBING TRAP SUPPLIES (COORDINATE WITH ACTUAL NUMBER OF FLOOR DRAIN/HUB DRAIN). ROUTE BELOW FLOOR TO FLOOR DRAIN TRAPS. NO FITTINGS BELOW SLAB. SEE PLAN, SHEET P1.0).WHEN REQUIRED,SECURE DISTRIBUTION UNIT TO BACKING SHEET BETWEEN STUDS.1/2" CW TRAP PRIMER VALVE SHALL BE MOUNTED 1'-0" A.F.F. FOR EVERY 20'-0" OF PRIMER LINE.MINIMUM 1'-0"A.F.F.NOTES :1. D I S T R I B U T I O N U N I T S H A L L B E USED WHERE TRAP PRIMER VALVE SERVES MULTIPLE FLOOR DRAINS (UP TO 3 FLOOR DRAINS MAXIMUM).2. A L L P I P I N G S H A L L B E S E C U R E L Y ATTACHED TO WALL.COLD WATER SUPPLY MAININSTALLATION WHEN TAPPED FROM HORIZONTAL PIPE RUN.Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :MICHAEL C. GRAPPERHAUS License No.: 17590 Expiration Date: 09/30/21 For Construction --/--/-- 7 / 2 7 / 2 0 2 1 6 : 3 0 : 1 2 P M SPECIFICATIONS,SCHEDULES &DETAILS P4.0MAKMCG210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 SC A L E : N O T T O S C A L E P4 . 0 FL O O R C L E A N O U T D E T A I L 1 SC A L E : N O T T O S C A L E P4 . 0 FL O O R M O U N T E D W A T E R H E A T E R 2 SC A L E : N O T T O S C A L E P4 . 0 3 TR A P P R I M E R V A L V E B E L O W SI N K D E T A I L SCALE: NOT TO SCALE P4.0TRAP PRIMER (TP-1) DETAIL 4 PL U M B I N G F I X T U R E S C H E D U L E MA R K P L U M B I N G T Y P E FI X T U R E S P E C I F I C A T I O N S A C C E S S O R I E S DE S C R I P T I O N MA N U F A C T U R E R M O D E L C W ø H W ø S A N ø V E N T ø M A N U F A C T U R E R M O D E L EW H - 1 E L E C T R I C W A T E R HE A T E R A. O . S M I T H E C S - 4 0 3 / 4 " 3 / 4 " 3 / 4 " - - WA T T S DR A I N P A N T& P R E L I E F V A L V E -- PL T - 1 2 - M 1 -- EL E C T R I C F L O O R M O U N T E D W A T E R H E A T E R S E E D E T A I L 2 / P 4 .0 . 4 0 G A L S T O R A G E , 2 1 G P H R E C O V E R Y @ 9 0 F R I S E . TW O E L E M E N T S I M U L T A N E O U S O P E R A T I O N T O T A L W A T T S = 9 0 00 ( U P P E R = 4 5 0 0 , L O W E R = 4 5 0 0 ) , V O L T S / P H A S E = 2 0 8 / 1 TH E R M A L E X P A N S I O N T A N K ( O R E Q U A L ) . 24 " X 2 4 " X 4 " D E E P 2 0 G A . G A L V A N I Z E D D R A I N P A N . D I S C H A RG E L I N E F R O M D R A I N P A N S H A L L B E F U L L S I Z E , R O U T E A ND T E R M I N A T E 2 " A B O V E M O P S I N K . DI S C H A R G E L I N E F R O M T & P V A L V E S H A L L B E F U L L S I Z E , R OU T E A N D T E R M I N A T E 2 " A B O V E M O P S I N K . NO T E : S E T W A T E R H E A T E R T E M P E R A T U R E A T 1 2 0 ° F M A X I M U M . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O P R O V I D E AD E Q U A T E S U P P O R T F O R T H E E X P A N S I O N T A N K . S U P P O R T T O A D J A C E N T W A L L O R F R O M E X I S T I N G ST R U C T U R E A B O V E W I T H U N I S T R U T . D O N O T S U P P O R T F R O M PI P E A L O N E . FC O C L E A N O U T J R S M I T H 4 0 2 0 S e r i e s 4 " - - F L O O R C L E A N O U T , C AS T I R O N C L E A N O U T , W I T H C U T - O F F F E R R U L E , N E O P R E N E O R L E A D S E A L , B R O N Z E P L U G A D J U S T A B L E H O U S I N G , R O U N D NI C K E L B R O N Z E S E C U R E D F R A M E W I T H T I L E F L A N G E , C O M P L ETELY VA N D A L - P R O O F . P R O V I D E R E C E S S E D C O V E R F O R T I L E A S R E QU I R E D . FD - 1 F L O O R D R A I N J R S M I T H 2 0 1 0 C - A - N B - U - P 0 5 0 3 " 2 " - - C A S T IR O N B O D Y , S E E P A G E F L A N G E , N O T F L A S H E D , I N S I D E C A U L K O U T L E T A N D 1 / 2 " T R A P P R I M E R C O N N E C T I O N . 7 " D I A M E T ER N I C K E L B R O N Z E S T R A I N E R W I T H V A N D A L - P R O O F S C R E W S L- 1 W A L L H U N G L A V A T O R Y A M E R I C A N S T A N D A R D 0 3 5 5 . 0 1 2 1 / 2 " 1 /2 " 1 1 / 2 " 1 1 / 2 " - MO E N ZU R N AM E R I C A N S T A N D A R D DE A R B O R N BR A S S C R A F T TR U B R O WA T T S JR S M I T H - 84 3 9 Z1 2 3 1 77 2 3 . 0 1 8 51 0 - 1 G2 R 1 7 C 1 - LF U S G - B - M 1 EZ E - 2 6 9 8 AD A C O M P L I A N T , W A L L M O U N T E D , V I T R E O U S C H I N A , 2 0 " x 1 8 ", F R O N T O V E R F L O W , 4 " C E N T E R W I T H 2 - 1 / 8 " D I A . H O L E S F O R C O N C E A L E D A R M S . SI N G L E H A N D L E F A U C E T , P O L I S H E D C H R O M E , 4 " C E N T E R S , 3" L E V E R W I T H 1 . 5 G P M A E R A T O R . CO N C E A L E D A R M S Y S T E M . OF F S E T O P E N - G R I D D R A I N W I T H 1 - 1 / 4 " T A I L P I E C E , I N S T A LL D I R E C T L Y F R O M G R I D D R A I N A S S E M B L Y A N D P I P E T O P - TR A P I N S T A L L E D F L A T A G A I N S T W A L L . 17 - G A U G E C H R O M E P L A T E D T U B U L A R B R A S S P - T R A P W I T H T HR E A D E D O R S L I P J O I N T I N L E T A N D O U T L E T A N D W A L L E S C UT C H E O N . 1/ 4 T U R N A N G L E S T O P W I T H 1 / 2 " C O M P R E S S I O N I N L E T , 3 / 8" O . D . C O M P R E S S I O N R I S E R O U T L E T A N D W A L L E S C U T C H E O N. P R O V I D E B R A I D E D , P O L Y M E R - C O A T E D F L E X I B L E R I S E R W IT H C H R O M E P L A T E D N U T S . SO F T G U A R D P L U S , W H I T E . TH E R M A L M I X I N G V A L V E , U N D E R C O U N T E R , C H R O M E F I N I S H , A D J U S T A B L E T E M P . L I M I T S T O P S E T F O R 1 0 5 ° F L E A V I N G WA T E R T E M P . I N T E G R A L C H E C K S O N I N L E T A N D O U T L E T P I P IN G . TR A P P R I M E R ( I F S H O W N O N P L A N S ) S E E D E T A I L 1 / P 4 . 0 . MB - 1 M O P B A S I N M U S T E E 6 3 M 1 / 2 " 1 / 2 " 3 " 2 " - - SY M M O N S MU S T E E MU S T E E MU S T E E -- S- 2 4 9 0 65 . 6 0 0 65 . 7 0 0 63 . 4 0 1 ON E P I E C E , M O L D E D S T O N E 2 4 " x 2 4 " M O P B A S I N W I T H 1 0 " HI G H S I D E S . D R A I N B O D Y S H A L L B E S T A I N L E S S S T E E L O R CH R O M E P L A T E D B R A S S , C A S T I N T E G R A L A N D S H A L L P R O V I D E F O R A C A U L K C O N N E C T I O N N O T L E S S T H A N 1" D E E P T O A 3 " P I P E . S T R A I N E R S H A L L B E C H R O M E P L A T ED B R A S S . SY M M E T R I X F A U C E T , 8 " C E N T E R , B L A D E H A N D L E S , P A I L H O OK A N D 3 / 4 " H O S E A N D S P O U T . MO P H A N G E R . 31 " H O S E A N D H O S E B R A C K E T . VI N Y L B U M P E R G U A R D O N A L L E X P O S E D S I D E S . NO T E : P R O V I D E 2 0 G A . , 3 0 4 S T A I N L E S S S T E E L S P L A S H G U A RD S 1 2 " H I G H O N A D J A C E N T W A L L S . P R O V I D E B A C K I N G F O R W A L L B R A C E A N D H O S E B R A C K E T . C A U L K B E T W E E N B A S I N A ND S S S P L A S H G U A R D S W I T H S I L I C O N E CA U L K I N G . RC P R E C I R C U L A T I O N P U M P B E L L & G O S S E T T E C O C I R C 1 9 - 1 6 3 / 4 " - BE L L & G O S S E T T TR E R I C E - TB - 3 / 4 ( C ) - RE C I R C U L A T I O N P U M P L O C A T E D A B O V E T H E W A T E R H E A T E R . 2 G P M @ 5 F T O F H E A D P R E S S U R E , W I T H A 3 / 4 " F L A N G E . V OL T S / P H A S E = 1 1 5 / 1 TE M P S E T T E R , I N S T A L L O N H O T W A T E R R E T U R N L I N E P R I O R T O T H E R C P TH E R M O M E T E R NO T E : S E N S O R L E S S C O N T R O L M O D E A U T O M A T I C A L L Y M A I N T A I NS A C O N S T A N T D I F F E R E N T I A L P R E S S U R E . I T I S T H E C O N T RA C T O R ' S R E S P O N S I B I L I T Y T O P R O V I D E A D E Q U A T E S U P P O R T F O R T H E R E C I R C U L A T I O N P U M P . SU P P O R T T O A D J A C E N T W A L L O R F R O M E X I S T I N G S T R U C T U R E A B O V E W I T H U N I S T R U T . D O N O T S U P P O R T F R O M P I P E A L O N E. S- 1 S I N K ( S I N G L E B O W L ) D A Y T O N D 1 1 5 1 5 1 / 2 " 1 / 2 " 2 " 1 1 / 2 " - MO E N BR A S S C R A F T DE A R B O R N EL K A Y TR U B R O WA T T S JR S M I T H - 89 3 8 G2 R 1 7 C 1 51 0 - 1 LK - 3 5 - LF U S G - B - M 1 EZ E - 2 6 9 8 15 " x 1 5 " S T A I N L E S S S T E E L S I N G L E B O W L S I N K , 6 " D E E P , 2 H O L E O P T I O N . DE C K M O U N T E D G O O S E N E C K F A U C E T , P O L I S H E D C H R O M E , 4 " CE N T E R , 4 - 1 / 2 " S W I N G S P O U T A N D 1 . 5 G P M A E R A T O R . 1/ 4 T U R N A N G L E S T O P W I T H 1 / 2 " C O M P R E S S I O N I N L E T , 3 / 8" O . D . C O M P R E S S I O N R I S E R O U T L E T A N D W A L L E S C U T C H E O N. P R O V I D E B R A I D E D , P O L Y M E R - C O A T E D F L E X I B L E R I S E R W IT H C H R O M E P L A T E D N U T S . 17 - G A U G E C H R O M E P L A T E D T U B U L A R B R A S S P - T R A P W I T H T H RE A D E D O R S L I P J O I N T I N L E T A N D O U T L E T A N D W A L L E S C U TC H E O N . 1- 1 / 2 " D I A M E T E R W A S T E A N D T A I L P I E C E W I T H C R U M B C U P ST R A I N E R A N D N E O P R E N E S T O P P E R . SO F T G U A R D P L U S P I P E C O V E R , W H I T E TH E R M A L M I X I N G V A L V E , U N D E R C O U N T E R , C H R O M E F I N I S H , A D J U S T A B L E T E M P . L I M I T S T O P S E T F O R 1 0 5 ° F L E A V I N G WA T E R T E M P . I N T E G R A L C H E C K S O N I N L E T A N D O U T L E T P I P IN G . OP T I O N A L T R A P P R I M E R ( I F S H O W N O N P L A N S ) S E E D E T A I L 1 / P 4 . 0 . S- 2 S I N K ( S I N G L E B O W L ) D A Y T O N D 1 2 5 2 2 1 / 2 " 1 / 2 " 2 " 1 1 / 2 " - MO E N BR A S S C R A F T DE A R B O R N EL K A Y TR U B R O WA T T S JR S M I T H - 89 3 8 G2 R 1 7 C 1 51 0 - 1 LK - 3 5 - LF U S G - B - M 1 EZ E - 2 6 9 8 25 " x 2 2 " S T A I N L E S S S T E E L S I N G L E B O W L S I N K , 6 - 1 / 2 " D E EP . DE C K M O U N T E D F A U C E T , P O L I S H E D C H R O M E , 8 " C E N T E R , 8 " S W I N G S P O U T A N D 2 . 2 G P M A E R A T O R . 1/ 4 T U R N A N G L E S T O P W I T H 1 / 2 " C O M P R E S S I O N I N L E T , 3 / 8" O . D . C O M P R E S S I O N R I S E R O U T L E T A N D W A L L E S C U T C H E ON . P R O V I D E B R A I D E D , P O L Y M E R - C O A T E D F L E X I B L E R I S E R WI T H C H R O M E P L A T E D N U T S . 17 - G A U G E C H R O M E P L A T E D T U B U L A R B R A S S P - T R A P W I T H T HR E A D E D O R S L I P J O I N T I N L E T A N D O U T L E T A N D W A L L E S C UT C H E O N . 1- 1 / 2 " D I A M E T E R W A S T E A N D T A I L P I E C E W I T H C R U M B C U P ST R A I N E R A N D N E O P R E N E S T O P P E R . SO F T G U A R D P L U S P I P E C O V E R , W H I T E . TH E R M A L M I X I N G V A L V E , U N D E R C O U N T E R , C H R O M E F I N I S H , A D J U S T A B L E T E M P . L I M I T S T O P S E T F O R 1 0 5 ° F L E A V I N G WA T E R T E M P . I N T E G R A L C H E C K S O N I N L E T A N D O U T L E T P I P IN G . OP T I O N A L T R A P P R I M E R ( I F S H O W N O N P L A N S ) S E E D E T A I L 1 / P 4 . 0 . S- 3 S I N K ( D O U B L E B O W L ) D A Y T O N D 2 2 5 1 9 1 / 2 " 1 / 2 " 2 " 1 1 / 2 " - MO E N BR A S S C R A F T DE A R B O R N EL K A Y TR U B R O WA T T S JR S M I T H - 74 2 5 G2 R 1 7 C 1 51 0 - 1 LK - 3 5 - LF U S G - B - M 1 EZ E - 2 6 9 8 25 " x 1 9 " S T A I N L E S S S T E E L D O U B L E B O W L S I N K , 6 - 1 / 4 " D E EP . DE C K M O U N T E D L E V E R H A N D L E F A U C E T , P O L I S H E D C H R O M E , 9- 1 / 8 " S W I N G S P O U T A N D 2 . 0 G P M A E R A T O R . 1/ 4 T U R N A N G L E S T O P W I T H 1 / 2 " C O M P R E S S I O N I N L E T , 3 / 8" O . D . C O M P R E S S I O N R I S E R O U T L E T A N D W A L L E S C U T C H E O N. P R O V I D E B R A I D E D , P O L Y M E R - C O A T E D F L E X I B L E R I S E R W IT H C H R O M E P L A T E D N U T S . 17 - G A U G E C H R O M E P L A T E D T U B U L A R B R A S S P - T R A P W I T H T H RE A D E D O R S L I P J O I N T I N L E T A N D O U T L E T A N D W A L L E S C U TC H E O N . 1- 1 / 2 " D I A M E T E R W A S T E A N D T A I L P I E C E W I T H C R U M B C U P ST R A I N E R A N D N E O P R E N E S T O P P E R . SO F T G U A R D P L U S P I P E C O V E R , W H I T E . TH E R M A L M I X I N G V A L V E , U N D E R C O U N T E R , C H R O M E F I N I S H , A D J U S T A B L E T E M P . L I M I T S T O P S E T F O R 1 0 5 ° F L E A V I N G WA T E R T E M P . I N T E G R A L C H E C K S O N I N L E T A N D O U T L E T P I P IN G . OP T I O N A L T R A P P R I M E R ( I F S H O W N O N P L A N S ) S E E D E T A I L 1 / P 4 . 0 . TP - 1 T R A P P R I M E R M I F A B M 2 - 5 0 0 1 / 2 " MI F A B P R E S S U R E D R O P A C T I V A T E D B R A S S T R A P S E A L P R I M E R, W I T H I N L E T O P E N I N G O F 1 / 2 " M A L E N . P . T . A N D O U T L ET O P E N I N G O F F E M A L E 1 / 2 " W I T H F O U R V I E W H O L E S A N D RE M O V A B L E F I L T E R S C R E E N . P R O V I D E M- G A P A I R G A P F I T T I N G A N D A C C E S S D O O R . WB - 1 W A S H E R B O X ( W A S H MA C H I N E ) GU Y G R E Y B E D 2 0 0 1 / 2 " 1 / 2 " 2 " 1 1 / 2 " GA L V A N I Z E D O U T L E T B O X , 1 / 2 " M I P / S W E A T C O N N E C T I O N V A LV E S , 2 " T H R E A D E D D R A I N F I T T I N G W / D U P L E X R E C E P T A C L E . T O B E U S E D F O R T H E W A S H M A C H I N E . WB - 2 W A S H E R B O X ( CO F F E E / I C E ) GU Y G R E Y M I B 1 H A A B 1 / 2 " WH I T E O U T L E T B O X , B R A S S Q T R T U R N H A M M E R A R R E S T E R V A LV E A N D 1 / 2 " S W E A T C O N N E C T I O N . T O B E U S E D O N T H E C O FF E E S T A T I O N I N T H E W A I T I N G R O O M A N D F O R T H E S T A F F IC E M A K E R . WC - 1 W A T E R C L O S E T A M E R I C A N S T A N D A R D 3 0 4 3 . 0 0 1 1 " 4 " 2 " - AM E R I C A N S T A N D A R D SL O A N - 59 0 1 . 1 0 0 11 0 X L "M A D E R A F L O W I S E " , A D A C O M P L I A N T , V I T R E O U S C H I N A , F L OO R M O U N T E D , F L U S H V A L V E T Y P E W I T H E L O N G A T E D B O W L A ND 1 6 - 1 / 2 " R I M H E I G H T . OP E N F R O N T S E A T , S T O P A N D R I S E R . RE G A L F L U S H O M E T E R W I T H A D A C O M P L I A N T H A N D L E , V A N D A L R E S I S T A N T S T O P C A P W I T H S E T S C R E W , S W E A T S O L D E R A D AP T E R W / C O V E R T U B E A N D C A S T S E T S C R E W W A L L F L A N G E . 3 5 P S I M I N . W A T E R P R E S S U R E . WC O - 1 W A L L C L E A N O U T J R S M I T H 4 4 7 4 WA L L C L E A N O U T , C A S T I R O N C L E A N O U T T E E , C O U N T E R S U N K BR O N Z E P L U G W I T H R O U N D S E C U R E D 1 8 G A U G E S T A I N L E S S S TE E L C O V E R A N D S T A I N L E S S S T E E L V A N D A L - P R O O F S E T T I N G S C R E W . M O U N T I N G H E I G H T : 3 6 " A F F UN L E S S O T H E R W I S E N O T E D . WH - 1 W A L L H Y D R A N T W O O D F O R D B 6 5 3 / 4 " FR E E Z E - P R O O F W A L L H Y D R A N T W I T H B R O N Z E B O D Y & A N T I - S IP H O N V A C U U M B R E A K E R , B O X & L O C K I N G C O V E R . P R O V I D E WI T H H O S E C O N N E C T I O N A N D M O U N T A T 2 4 " A B O V E G R A D E . NO T E S : 1. P R O V I D E S H U T O F F V A L V E S P R I O R T O A L L F I X T U R E S . 2. P R O V I D E A S I O U X C H I E F H Y D R A - R E S T E R 6 5 2 - A / A S S U I T AB L E F O R S E A L E D W A L L I N S T A L L A T I O N , P . C . T O V E R I F Y M IP T H R E A D O R M A L E S W E A T . S H A L L B E I N S T A L L E D A T T H E EN D O F A L L D O M E S T I C W A T E R L I N E S A N D A B O V E A N Y F I X T U RE T H A T H A S A F L U S H V A L V E . No.DescriptionDate 07/27/21 MI S C E L L A N E O U S : 1. DE T A I L S S H O W N O N T H I S S H E E T A R E A P P L I C A B L E T H R O U G H O UT T H E D E S I G N D R A W I N G S . T H E S E D E T A I L S A R E DE F I N E D A S T Y P I C A L G E N E R A L S T A N D A R D S T H A T A R E U S U A L LY N O T I D E N T I F I E D B Y S P E C I F I C R E F E R E N C E WI T H I N T H E D R A W I N G S . T H E S E D E T A I L S M A Y B E M O D I F I E D O R S U P E R S E D E D B Y S P E C I F I C D E T A I L S T H A T A R E RE F E R E N C E D W I T H I N T H E D R A W I N G S . 2. ST R U C T U R A L D R A W I N G S A R E I N T E N D E D T O B E U S E D W I T H A R CH I T E C T U R A L , M E P A N D C I V I L D R A W I N G S . CO N T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I N G S U C H R E Q UI R E M E N T S I N T O T H E I R S H O P D R A W I N G S A N D WO R K . 3. NO O P E N I N G S S H A L L B E M A D E I N A N Y S T R U C T U R A L M E M B E R WI T H O U T T H E W R I T T E N A P P R O V A L O F T H E PR O F E S S I O N A L O F R E C O R D . 4. NO C H A N G E I N S I Z E O R D I M E N S I O N O F S T R U C T U R A L M E M B E R S S H A L L B E M A D E W I T H O U T T H E W R I T T E N AP P R O V A L O F T H E P R O F E S S I O N A L O F R E C O R D . 5. OP E N I N G S 1 ' -4" A N D L E S S O N A S I D E A R E G E N E R A L L Y N O T S H O W N O N T H E S T R U C T U R A L D R A W I N G S . R E F E R TO A R C H I T E C T U R A L A N D M E P D R A W I N G S F O R S U C H O P E N I N G S . 6. TH E C O N T R A C T O R I S R E S P O N S I B L E F O R L I M I T I N G T H E A M O U NT O F C O N S T R U C T I O N L O A D I M P O S E D U P O N ST R U C T U R A L F R A M I N G . C O N S T R U C T I O N L O A D S S H A L L N O T E X CE E D T H E D E S I G N C A P A C I T Y O F T H E F R A M I N G AT T H E T I M E T H E L O A D S A R E I M P O S E D . 7. TH E S T R U C T U R E I S D E S I G N E D T O F U N C T I O N A S A U N I T U P O N C O M P L E T I O N . T H E C O N T R A C T O R I S R E S P O N S I B L E FO R F U R N I S H I N G A L L T E M P O R A R Y B R A C I N G A N D / O R S U P P O R T T H A T M A Y B E R E Q U I R E D A S T H E R E S U L T O F TH E C O N T R A C T O R ' S C O N S T R U C T I O N M E T H O D S A N D / O R S E Q U E N CE S . 8. DO N O T S C A L E T H E S E D R A W I N G S , U S E D I M E N S I O N S . 9. CO N T R A C T O R ' S C O N S T R U C T I O N A N D / O R E R E C T I O N S E Q U E N C E S S H A L L R E C O G N I Z E A N D C O N S I D E R T H E EF F E C T S O F T H E R M A L M O V E M E N T S O F S T R U C T U R A L E L E M E N T S D U R I N G T H E C O N S T R U C T I O N P E R I O D . 10 . TH E C O N T R A C T O R S H A L L I N F O R M T H E P R O F E S S I O N A L O F R E C OR D I N W R I T I N G O F A N Y D E V I A T I O N F R O M T H E CO N T R A C T D O C U M E N T S . T H E C O N T R A C T O R S H A L L N O T B E R E LI E V E D O F T H E R E S P O N S I B I L I T Y O F S U C H DE V I A T I O N B Y T H E P R O F E S S I O N A L O F R E C O R D ' S R E V I E W O F S H O P D R A W I N G S , P R O D U C T D A T A , E T C . , U N L E S S TH E C O N T R A C T O R H A S S P E C I F I C A L L Y I N F O R M E D T H E P R O F E S SI O N A L O F R E C O R D O F S U C H D E V I A T I O N A T T H E TI M E O F S U B M I S S I O N , A N D T H E P R O F E S S I O N A L O F R E C O R D HA S G I V E N W R I T T E N A P P R O V A L T O T H E S P E C I F I C DE V I A T I O N . SPECIAL INSPECTIONS (CONT.):3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTO R:A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGN ED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWING S AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MO DIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF T HE DOCUMENTS.B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPO RTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL -OF -RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROU GHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FO R CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFES SIONAL -OF -RECORD, UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED.C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED R EPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOW LEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVI SIONS OF THE BUILDING CODE.4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.5. STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT REQUIRED, UNLESS SPECIFI CALLY REQUIRED BY THE BUILDING OFFICIAL..6. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING TABLES: DE S I G N : • BU I L D I N G C O D E - 20 1 8 I N T E R N A T I O N A L B U I L D I N G C O D E • RO O F D E A D L O A D : = 1 5 P S F • MI N I M U M R O O F L I V E L O A D : = 2 0 P S F • SN O W L O A D S : A. GR O U N D S N O W L O A D , P g = 5 0 P S F B. FL A T R O O F S N O W L O A D , P f = 3 5 P S F C. SN O W E X P O S U R E F A C T O R , C e = 1 . 0 D. SN O W L O A D I M P O R T A N C E F A C T O R , I s = 1 . 0 E. TH E R M A L F A C T O R , C t = 1 . 1 • WI N D L O A D S : A. UL T I M A T E D E S I G N W I N D S P E E D , V ul t (3 -SE C O N D G U S T ) = 1 1 5 M P H B. NO M I N A L D E S I G N W I N D S P E E D , V as d = 8 9 M P H C. RI S K C A T E G O R Y = I I D. BU I L D I N G C A T E G O R Y = E N C L O S E D E. OV E R A L L E X P O S U R E C A T E G O R Y = C • UL T I M A T E C O M P O N E N T S A N D C L A D D I N G ( G R O S S ) W I N D D E S I G N P R E S S U R E S : P E R T A B L E B E L O W . * Z O N E 1 I N C L U D E S T H O S E R O O F E L E M E N T S L O C A T E D O U T S I DE O F 9 . 0 F E E T O F A R O O F E D G E . ZO N E 2 I N C L U D E S T H O S E R O O F E L E M E N T S L O C A T E D W I T H I N 9. 0 F E E T O F A R O O F E D G E . ZO N E 3 I N C L U D E S T H O S E R O O F E L E M E N T S L O C A T E D W I T H I N 9. 0 F E E T O F A R O O F E D G E A N D W I T H I N 3 . 0 FE E T O F A B U I L D I N G C O R N E R . ZO N E 4 I N C L U D E S T H O S E W A L L E L E M E N T S L O C A T E D O U T S I D E O F 9 . 0 F E E T O F A B U I L D I N G C O R N E R . ZO N E 5 I N C L U D E S T H O S E W A L L E L E M E N T S L O C A T E D W I T H I N 9. 0 F E E T O F A B U I L D I N G C O R N E R . • SE I S M I C L O A D S : A. RI S K C A T E G O R Y = I I B. SE I S M I C I M P O R T A N C E F A C T O R , I e = 1 . 0 C. MA P P E D S P E C T R A L R E S P O N S E C O E F F I C I E N T S : • S S = 0 . 3 6 6 • S 1 = 0 . 1 4 2 D. SI T E C L A S S = D E. SP E C T R A L R E S P O N S E C O E F F I C I E N T S : • S DS = 0 . 3 6 8 • S D1 = 0 . 2 1 9 F. SE I S M I C D E S I G N C A T E G O R Y = D G. BA S I C S E I S M I C F O R C E -RE S I S T I N G S Y S T E M = O R D I N A R Y R E I N F O R C E D M A S O N R Y SH E A R W A L L S H. RE S P O N S E M O D I F I C A T I O N C O E F F I C I E N T , R = 2 . 0 0 I. AN A L Y S I S P R O C E D U R E = E Q U I V A L E N T L A T E R A L F O R C E PR O C E D U R E J. SE I S M I C R E S P O N S E C O E F F I C I E N T , C S = 0 . 1 8 4 K. BA S I C S H E A R , V = 3 8 . 1 K ( U L T I M A T E ) CO M P O N E N T S A N D C L A D D I N G U L T I M A T E WI N D D E S I G N P R E S S U R E S ( P S F ) ZO N E * EF F E C T I V E WI N D A R E A ( S F ) WI N D W A R D PR E S S U R E LE E W A R D PR E S S U R E R O O F 10 20 50 10 0 10 20 50 10 0 10 20 50 10 0 10 20 50 10 0 10 20 50 10 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 16 . 0 24 . 0 22 . 9 21 . 5 20 . 4 24 . 0 22 . 9 21 . 5 20 . 4 -4 5 . 9 -4 2 . 8 -3 8 . 8 -3 5 . 8 -6 0 . 5 -5 6 . 6 -5 1 . 4 -4 7 . 6 -8 2 . 4 -7 4 . 7 -6 4 . 4 -5 6 . 6 -3 1 . 2 -2 9 . 9 -2 8 . 2 -2 6 . 9 -3 8 . 6 -3 5 . 9 -3 2 . 5 -2 9 . 9 1 2 3 4 5 W A L L S ST R U C T U R A L S T E E L 1. ST R U C T U R A L S T E E L S H A L L C O N F O R M T O T H E F O L L O W I N G G R A DE S : AL L C H A N N E L S , A N G L E S , P L A T E S , E T C . ( U . N . O . ) . . . . . . . .. . . . . . . . . . . A3 6 ( F y =3 6 K S I ) AL L W I D E F L A N G E S ( U . N . O . ) . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . A9 9 2 ( F y =5 0 K S I ) HO L L O W S T R U C T U R A L S E C T I O N S ( R E C T . ) . . . . . . . . . . . . . . . . .. . . . . . . . . . . A5 0 0 G R . B ( F y =4 6 K S I ) HO L L O W S T R U C T U R A L S E C T I O N S ( R O U N D ) . . . . . . . . . . . . . . . . .. . . . . . . . A5 0 0 G R . B ( F y =4 2 K S I ) ST E E L P I P E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A5 3 G R . B ( F y =3 5 K S I ) HI G H -ST R E N G T H B O L T S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . A3 2 5 ( U . N . O . ) AN C H O R R O D S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F1 5 5 4 ( G R . 3 6 ) WE L D I N G E L E C T R O D E S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . E7 0 X X 2. AL L S T R U C T U R A L S T E E L S H A L L B E D E T A I L E D , F A B R I C A T E D , A N D E R E C T E D I N A C C O R D A N C E W I T H T H E A I S C C O D E OF S T A N D A R D P R A C T I C E ( 2 0 1 0 ) , E X C E P T A S M O D I F I E D I N TH E S E N O T E S A N D T H E P R O J E C T S P E C I F I C A T I O N S . 3. TH E S T E E L S T R U C T U R E I S A N O N -SE L F -SU P P O R T I N G S T E E L F R A M E A N D I S D E P E N D E N T U P O N D I A P H R AG M A C T I O N OF T H E R O O F A N D A T T A C H M E N T T O T H E W A L L S Y S T E M F O R S TA B I L I T Y A N D F O R R E S I S T A N C E T O W I N D A N D SE I S M I C F O R C E S . P R O V I D E A L L T E M P O R A R Y S U P P O R T S R E Q UI R E D F O R S T A B I L I T Y A N D F O R R E S I S T A N C E T O W I N D AN D S E I S M I C F O R C E S U N T I L T H E S E E L E M E N T S A R E C O M P L E T E A N D A R E C A P A B L E O F P R O V I D I N G T H I S S U P P O R T . FO U N D A T I O N S : 1. TH E F O U N D A T I O N H A S B E E N D E S I G N E D I N A C C O R D A N C E W I T H T H E R E C O M M E N D A T I O N S M A D E I N T H E "G E O T E C H N I C A L I N V E S T I G A T I O N " P R E P A R E D B Y A L T A S T E C H NI C A L C O N S U L T A N T S , L L C , D A T E D J U L Y 2 3 , 2 0 2 1 . PR O J E C T N O . E 2 1 1 8 5 8 g 2. SP R E A D F O O T I N G S S H A L L B E A R O N S O I L C A P A B L E O F S U S T A IN I N G A N A L L O W A B L E B E A R I N G P R E S S U R E O F 2 0 0 0 PS F F O R I N D I V I D U A L C O L U M N F O O T I N G S A N D 2 0 0 0 P S F F O R C O N T I N U O U S W A L L F O O T I N G S U N D E R F U L L SE R V I C E L I V E A N D D E A D L O A D . 3. FO O T I N G S M A Y B E P O U R E D I N T O A N E A R T H -FO R M E D T R E N C H I F S O I L C O N D I T I O N S P E R M I T . 4. AL L B E A R I N G M A T E R I A L S H A L L B E I N S P E C T E D B Y T H E I N D E PE N D E N T T E S T I N G A G E N C Y P R I O R T O C O N C R E T E PL A C E M E N T . T H E I N D E P E N D E N T T E S T I N G A G E N C Y S H A L L B E TH E S O L E J U D G E A S T O T H E S U I T A B I L I T Y O F T H E BE A R I N G M A T E R I A L . F O O T I N G E L E V A T I O N S S H A L L B E A D J U S TE D A S R E Q U I R E D . 5. BO T T O M O F E X T E R I O R F O O T I N G S S H A L L B E A R A M I N I M U M O F 3 ' -0" B E L O W F I N A L E X T E R I O R G R A D E . 6. FO U N D A T I O N W A L L S T H A T R E T A I N E A R T H S H A L L B E B R A C E D AG A I N S T B A C K F I L L I N G P R E S S U R E S U N T I L F L O O R SL A B S A T T O P A N D B O T T O M A R E I N P L A C E . 7. WH E R E F O U N D A T I O N W A L L S A R E T O H A V E E A R T H P L A C E D O N EA C H S I D E , P L A C E F I L L S I M U L T A N E O U S L Y S O A S T O MA I N T A I N A C O M M O N E L E V A T I O N O N E A C H S I D E O F T H E W A L L. 8. VE R I F Y U S E A N D E X T E N T O F P E R I M E T E R I N S U L A T I O N W I T H AR C H I T E C T U R A L D R A W I N G S P R I O R T O I N S T A L L A T I O N OF F O U N D A T I O N S . I N S T A L L P E R I M E T E R I N S U L A T I O N A S R E Q UI R E D . SP E C I F I E D C O M P R E S S I V E ST R E N G T H ( P S I ) 30 0 0 40 0 0 NO N -AI R E N T R A I N E D CO N C R E T E ( L B S . ) 47 0 56 4 AI R -EN T R A I N E D CO N C R E T E ( L B S . ) 51 7 61 1 CO N C R E T E 1. AL L C O N C R E T E S H A L L B E N O R M A L -WE I G H T ( D E N S I T Y = 1 4 5 P C F ) A N D S H A L L H A V E A 2 8 -DA Y C O M P R E S S I V E ST R E N G T H I N A C C O R D A N C E W I T H T H E F O L L O W I N G : IN T E R I O R S L A B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 0 0 p s i AL L C O N C R E T E E X P O S E D T O W E A T H E R . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 40 0 0 p s i AL L O T H E R C O N C R E T E ( U . N . O . ) . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 0 0 p s i 2. SL U M P O F C O N C R E T E S H A L L N O T E X C E E D 4 " U N L E S S A H I G H R A N G E W A T E R -RE D U C I N G A D M I X T U R E I S U S E D . T H E SL U M P O F C O N C R E T E P R I O R T O A D D I T I O N O F A H I G H R A N G E W A T E R -RE D U C I N G A D M I X T U R E S H A L L N O T E X C E E D 4" . T H E S L U M P O F C O N C R E T E C O N T A I N I N G A H I G H R A N G E W AT E R -RE D U C I N G A D M I X T U R E S H A L L N O T E X C E E D 10 " . 3. CO N C R E T E E X P O S E D T O W E A T H E R , I N A R E A S S U B J E C T T O F R OS T , S H A L L B E A I R -EN T R A I N E D . A I R C O N T E N T S H A L L BE B E T W E E N 4 A N D 8 P E R C E N T . 4. TH E C O A R S E A G G R E G A T E S I Z E S H A L L B E # 5 7 O R L A R G E R . 5. TH E M I N I M U M P O R T L A N D C E M E N T ( T Y P E I O R I I ) C O N T E N T (A S T M C 1 5 0 ) O F A L L C O N C R E T E S H A L L C O N F O R M T O TH E F O L L O W I N G T A B L E . ( F L Y A S H N O T P E R M I T T E D ) 6. TH E C O N T R A C T O R S H A L L S U B M I T C O N C R E T E M I X D E S I G N S F O R R E V I E W A M I N I M U M O F O N E W E E K P R I O R T O TH E P L A C E M E N T O F A N Y C O N C R E T E . T H E C O N C R E T E M I X D E S IG N S S H A L L I N C L U D E A L L S T R E N G T H D A T A NE C E S S A R Y T O S H O W C O M P L I A N C E W I T H T H E P R O J E C T S P E C I FI C A T I O N S F O R E I T H E R T H E T R I A L B A T C H O R F I E L D EX P E R I E N C E M E T H O D . 7. RE I N F O R C I N G S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 U N LE S S N O T E D O T H E R W I S E . 8. WE L D E D W I R E F A B R I C S H A L L C O N F O R M T O A S T M A 1 8 5 . 9. AL L R E I N F O R C I N G S H A L L B E D E T A I L E D , F A B R I C A T E D A N D P LA C E D , I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N O F TH E A M E R I C A N C O N C R E T E I N S T I T U T E D E T A I L I N G M A N U A L . 10 . AL L R E I N F O R C I N G S H A L L B E S U P P O R T E D I N F O R M S , S P A C E D W I T H N E C E S S A R Y A C C E S S O R I E S A N D S H A L L B E SE C U R E L Y W I R E D T O G E T H E R , I N A C C O R D A N C E W I T H L A T E S T ED I T I O N O F T H E C R S I " M A N U A L O F S T A N D A R D PR A C T I C E " . 11 . TH E M I N I M U M C O N C R E T E C L E A R C O V E R O V E R R E I N F O R C I N G S TE E L , U N L E S S N O T E D O T H E R W I S E , S H A L L B E : UN F O R M E D S U R F A C E I N C O N T A C T W I T H T H E G R O U N D . . . . . . . .. . . . . . . . . . . 3 I N . FO R M E D S U R F A C E S E X P O S E D T O E A R T H O R W E A T H E R : #6 B A R S A N D L A R G E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 2 I N . #5 B A R S A N D S M A L L E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 1 1 / 2 I N . FO R M E D S U R F A C E S N O T E X P O S E D T O E A R T H O R W E A T H E R : BE A M S , G I R D E R S , A N D C O L U M N S . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 1 1 / 2 I N . SL A B S , W A L L S , A N D J O I S T S : #1 1 B A R S A N D S M A L L E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 3/ 4 I N . #1 4 A N D # 1 8 B A R S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 / 2 I N . 12 . AL L B A S E P L A T E S , A N C H O R B O L T S , S U P P O R T A N G L E S , E T C . , W H I C H A R E B E L O W G R A D E S H A L L B E C O V E R E D W I T H A M I N I M U M O F 3 " O F C O N C R E T E . 13 . AL L L A P S P L I C E S S H A L L B E I N A C C O R D A N C E W I T H T H E F O L LO W I N G T A B L E , U N L E S S N O T E D O T H E R W I S E . W H E R E CL A S S E S A R E N O T C A L L E D O U T O N D R A W I N G S , U S E C L A S S " B" S P L I C E S . BA R SI Z E TO P B A R S CO M P R E S S I O N SP L I C E S ( I N . ) #3 #4 #5 #6 #7 #8 A 22 29 36 43 63 72 B 28 37 47 56 81 93 A 17 22 28 33 48 55 B 22 29 36 43 63 72 OT H E R B A R S TE N S I O N S P L I C E S ( I N . ) 22 29 36 43 63 72 RE I N F O R C E D M A S O N R Y : 1. TH E R E I N F O R C E D C O N C R E T E M A S O N R Y F O R T H I S P R O J E C T H A S B E E N D E S I G N E D A N D D E T A I L E D I N AC C O R D A N C E W I T H T H E A L L O W A B L E S T R E S S D E S I G N M E T H O D OF T H E B U I L D I N G C O D E R E Q U I R E M E N T S A N D SP E C I F I C A T I O N F O R M A S O N R Y S T R U C T U R E S . 2. MA S O N R Y W A L L S H A V E B E E N D E S I G N E D T O S P A N V E R T I C A L L Y , A S S I M P L E S P A N S , F R O M F L O O R T O R O O F , A N D AR E D E P E N D E N T U P O N T H E C O M P L E T E D R O O F S T R U C T U R E , M E TA L R O O F D E C K , A N D C O M P L E T I O N O F A L L MA S O N R Y W A L L S F O R S T A B I L I T Y A N D F O R R E S I S T A N C E T O W IN D A N D S E I S M I C F O R C E S . T H E G E N E R A L CO N T R A C T O R I S S O L E L Y R E S P O N S I B L E F O R P R O V I D I N G A L L NE C E S S A R Y B R A C I N G A S R E Q U I R E D F O R S T A B I L I T Y , RE S I S T A N C E O F C O N S T R U C T I O N L O A D S , A N D F O R R E S I S T A N C E T O W I N D A N D S E I S M I C F O R C E S U N T I L T H E EN T I R E S T R U C T U R E I S C O M P L E T E . T H E S H O R I N G S H A L L N O T R E L Y O N A N Y M O M E N T R E S I S T A N C E C A P A C I T Y OF T H E F O O T I N G S . 3. RE I N F O R C E D M A S O N R Y S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H , f ' m = 1 5 0 0 P S I . M A S O N R Y U N I T S SH A L L B E N O R M A L W E I G H T B L O C K C O N F O R M I N G T O A S T M C 9 0 A N D S H A L L H A V E A M I N I M U M N E T A R E A CO M P R E S S I V E S T R E N G T H O F 1 9 0 0 P S I . M O R T A R S H A L L C O N F OR M T O A S T M C 2 7 0 , T Y P E " S " . G R O U T S H A L L CO N F O R M T O A S T M C 4 7 6 A N D S H A L L H A V E A M I N I M U M 2 8 -DA Y C O M P R E S S I V E S T R E N G T H O F 2 0 0 0 P S I . 4. RE F E R E N C E T H E A R C H I T E C T U R A L D R A W I N G S F O R G E N E R A L L O CA T I O N S O F C O N T R O L J O I N T S I N M A S O N R Y WA L L S . H O R I Z O N T A L B O N D B E A M A N D L I N T E L R E I N F O R C I N G S H A L L B E C O N T I N U O U S A C R O S S V E R T I C A L CO N T R O L J O I N T S . J O I N T R E I N F O R C I N G S H A L L B E S T O P P E D E I T H E R S I D E O F V E R T I C A L C O N T R O L J O I N T S . A D D (1 ) # 5 V E R T I C A L R E I N F O R C E M E N T O N E I T H E R S I D E O F C O N TR O L J O I N T , L A P W I T H # 5 F O U N D A T I O N D O W E L . 5. RE I N F O R C I N G S T E E L S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 , U N L E S S N O T E D O T H E R W I S E . R E I N F O R C I N G ST E E L T O B E W E L D E D S H A L L C O N F O R M T O A S T M A 7 0 6 . 6. CO N T I N U O U S W I R E R E I N F O R C I N G ( J O I N T R E I N F O R C I N G ) S H A LL B E G A L V A N I Z E D T R U S S T Y P E F O R M E D F R O M 9 GA U G E C O L D -DR A W N S T E E L W I R E C O M P L Y I N G W I T H A S T M A 8 2 . J O I N T R E IN F O R C I N G S H A L L B E S P A C E D A T 16 " O . C . V E R T I C A L L Y I N A L L M A S O N R Y W A L L S . 7. AL L R E I N F O R C E D C E L L S A N D A L L C E L L S B E L O W T H E F I N I S H ED F L O O R E L E V A T I O N S H A L L B E G R O U T E D S O L I D . 8. WH E N A F O U N D A T I O N D O W E L D O E S N O T L I N E U P W I T H A V E R TI C A L B L O C K C O R E , I T S H A L L N O T B E S L O P E D MO R E T H A N O N E H O R I Z O N T A L I N S I X V E R T I C A L . D O W E L S M A Y B E G R O U T E D I N T O A C E L L I N V E R T I C A L AL I G N M E N T , E V E N T H O U G H I T I S I N A N A D J A C E N T C E L L T O T H E V E R T I C A L W A L L R E I N F O R C I N G . G R O U T T H E CE L L F O R T H E F U L L H E I G H T O F T H E D O W E L . 9. AL L R E I N F O R C I N G S T E E L S H A L L B E C E N T E R E D I N T H E M A S O NR Y U N I T C E L L , U N L E S S N O T E D O T H E R W I S E . 10 . AL L R E I N F O R C I N G S T E E L S H A L L B E S E C U R E D I N P L A C E B E F OR E G R O U T I N G S T A R T S . 11 . VE R T I C A L R E I N F O R C I N G B A R S S H A L L H A V E A M I N I M U M G R O U T C O V E R O F 1 / 2 " T O T H E I N S I D E F A C E O F T H E MA S O N R Y U N I T , A M I N I M U M O F T O T A L M A S O N R Y C O V E R N O T LE S S T H A N 2 " . 12 . VE R T I C A L R E I N F O R C I N G B A R S S H A L L H A V E A M I N I M U M G R O U T C O V E R O F 1 / 2 O F A N I N C H T O T H E I N S I D E FA C E O F M A S O N R Y U N I T A N D A M I N I M U M T O T A L M A S O N R Y C OV E R N O T L E S S T H A N T W O I N C H E S . 13 . PA R A L L E L A D J A C E N T V E R T I C A L R E I N F O R C I N G B A R S S H A L L H AV E A M I N I M U M C L E A R D I S T A N C E N O T L E S S TH A N 1 1 / 2 B A R D I A M E T E R S N O R 1 1 / 2 I N C H E S . 14 . VE R T I C A L C E L L S T H A T W I L L B E G R O U T E D S H A L L H A V E A V E RT I C A L A L I G N M E N T T O M A I N T A I N A C O N T I N U O U S UN O B S T R U C T E D C E L L A R E A N O T L E S S T H A N 3 " x 4 " . 15 . GR O U T I N G S H A L L B E S T O P P E D 1 -1/ 2 " B E L O W T H E T O P O F A C O U R S E S O A S T O F O R M A K E Y AT T H E P O U R JO I N T . 16 . GR O U T I N G O F M A S O N R Y B E A M S A N D L I N T E L S O V E R O P E N I N G S S H A L L B E D O N E I N O N E C O N T I N U O U S OP E R A T I O N . 17 . AL L B O L T S , A N C H O R S , E T C . , I N S E R T E D I N T H E W A L L S , S H AL L B E G R O U T E D S O L I D I N T O P O S I T I O N . 18 . AL L R E I N F O R C I N G L A P S P L I C E S S H A L L B E A M I N I M U M O F 7 2 B A R D I A M E T E R S B A S E D O N T H E M A X I M U M AL L O W A B L E S T R E S S , U N L E S S N O T E D O T H E R W I S E . S P L I C E D BA R S S H A L L B E W I R E D T O G E T H E R . L A P S P L I C E S BE T W E E N A D J A C E N T B A R S S H A L L B E S T A G G E R E D A M I N I M U M OF 2 4 B A R D I A M E T E R S . ST R U C T U R A L L U M B E R : 1. SA W N L U M B E R : A. AL L S A W N L U M B E R M U S T B E G R A D E S T A M P E D , V I S U A L L Y I N S PE C T E D , W I T H 1 9 % M A X M C AN D S H A L L C O N F O R M T O T H E M I N I M U M S T A N D A R D S O F T H E N AT I O N A L D E S I G N SP E C I F I C A T I O N F O R W O O D C O N S T R U C T I O N A N D C H A P T E R 2 3 OF T H E I N T E R N A T I O N A L BU I L D I N G C O D E . B. AL L S A W N L U M B E R S H A L L B E # 2 O R B E T T E R S P R U C E -PI N -FI R C. AL L S A W N L U M B E R I N C O N T A C T W I T H C O N C R E T E O R P E R M A N E NT L Y E X P O S E D T O WE A T H E R S H A L L B E P R E S E R V A T I V E -TR E A T E D T O C O N F O R M T O T H E R E Q U I R E M E N T S O F TH E A P P L I C A B L E A W P A S T A N D A R D F O R T H E S P E C I E S , P R O D U CT , P R E S E R V A T I V E , A N D E N D US E . A L L L U M B E R R E Q U I R E D T O B E P R E S E R V A T I V E -TR E A T E D S H A L L B E C L E A R L Y S T A M P E D WI T H T H E M A R K O F A N I N S P E C T I O N A G E N C Y T H A T M A I N T A I N S C O N T I N U I N G SU P E R V I S I O N , T E S T I N G , A N D I N S P E C T I O N O V E R T H E Q U A L I TY O F T H E P R E S E R V A T I V E - TR E A T E D W O O D . 2. EN G I N E E R E D L U M B E R : A. AL L L V L S H A L L M E E T T H E F O L L O W I N G M I N I M U M D E S I G N P R O PE R T I E S : F b = 2 9 0 0 p s i A N D E = 2 . 0 x 1 0 6 ps i . 3. RO O F A N D W A L L S H E A T H I N G : A. RO O F S H E A T H I N G MI N I M U M 1 9 / 3 2 " A P A R A T E D W O O D S T R U C T U R A L P A N E L , E X P OS U R E 1 W I T H 4 0 / 2 0 S P A N R A T I N G ( U N B L O C K E D ) . U N L E S S N O T E D OT H E R W I S E , F A S T E N R O O F SH E A T H I N G W I T H A M I N I M U M O F 1 0 d C O M M O N N A I L S A T 6 " ON C E N T E R A T SU P P O R T E D P A N E L E D G E S A N D 1 2 " O . C . A T I N T E R M E D I A T E SU P P O R T S . B. WA L L S H E A T H I N G AP A R A T E D W O O D S T R U C T U R A L P A N E L , E X P O S U R E 1 . S E E S H EA R W A L L SC H E D U L E S H E E T S 3 F O R P A N E L T H I C K N E S S , F A S T E N E R , A N D B L O C K I N G R E Q U I R E M E N T S . 4. FA S T E N E R S : A. CO N N E C T A L L F R A M I N G S E C U R E L Y T O G E T H E R W I T H N A I L S , S PI K E S , S C R E W S , B O L T S , O R FR A M I N G C O N N E C T O R S . B. MI N I M U M N A I L I N G M U S T B E I N A C C O R D A N C E W I T H T H E S C H E DU L E S P R O V I D E D I N T H E GO V E R N I N G M O D E L B U I L D I N G C O D E . C. AL L N A I L S , B O L T S , L A G S C R E W S , N U T S , W A S H E R S , E T C . U SE D I N F I R E -RE T A R D E D L U M B E R AN D P L Y W O O D M U S T B E H O T -DI P P E D G A L V A N I Z E D . D. AL L B O L T S , S T R A P S , A N C H O R S , E T C . , T H A T A R E I N D I R E C T C O N T A C T W I T H A C Q T Y P E TR E A T E D L U M B E R M U S T B E H O T -DI P P E D G A L V A N I Z E D ( G 1 8 5 M I N ) O R S T A I N L E S S S T E E L FA S T E N E R S . E. AL L B O L T H O L E S A N D P L A T E S S H A L L B E P L A C E D A S S P E C I F IE D I N T H E D E T A I L S . P R O V I D E SP E C I F I E D S P A C I N G , E D G E D I S T A N C E S , A N D E N D D I S T A N C E S, O R A S R E Q U I R E D B Y CO N N E C T I O N D E S I G N S P E C I F I C A T I O N S . ST R U C T U R A L S T E E L ( C O N T . ) 4. TH E F A B R I C A T O R I S R E S P O N S I B L E F O R T H E D E S I G N O F A L L C O N N E C T I O N S , U N L E S S N O T E D O T H E R W I S E . W H E R E CO N N E C T I O N C O M P O N E N T S A R E N O T I D E N T I F I E D , T H E S T R U C TU R A L D R A W I N G S A R E S C H E M A T I C A N D A R E O N L Y IN T E N D E D T O S H O W T H E R E L A T I O N S H I P O F M E M B E R S C O N N E C TE D . C O N N E C T I O N C O M P O N E N T S I D E N T I F I E D ON T H E S T R U C T U R A L D R A W I N G S S H A L L B E I N C O R P O R A T E D I N TO T H E F A B R I C A T O R ' S S H O P D R A W I N G S . S E E T H E SP E C I F I C A T I O N S . A L L S H O P D R A W I N G S S H A L L B E S I G N E D AN D S E A L E D B Y T H E F A B R I C A T O R ' S E N G I N E E R F O R T H E DE S I G N O F T H E C O N N E C T I O N S , W I T H T H E E N G I N E E R ' S S E A L F O R T H E S T A T E W H E R E T H E S T R U C T U R E I S L O C A T E D . TH E E N G I N E E R ' S S E A L M A Y B E Q U A L I F I E D " F O R D E S I G N O F C O N N E C T I O N S O N L Y . " 5. SP L I C I N G O F S T E E L M E M B E R S , U N L E S S S H O W N O N T H E D R A W IN G S , I S P R O H I B I T E D W I T H O U T W R I T T E N AP P R O V A L O F T H E P R O F E S S I O N A L -OF -RE C O R D . 6. ST R U C T U R A L S T E E L C O N N E C T I O N S S H A L L B E P R O V I D E D T O S UP P O R T 1 / 2 O F T H E T O T A L U N I F O R M L O A D CA P A C I T Y O F T H E B E A M M E M B E R A S D E T E R M I N E D I N T H E U N IF O R M L O A D C A P C I T Y F O R T H E B E A M S P A N A N D GR A D E S P E C I F I E D . ST R U C T U R A L L U M B E R ( C O N T . ) : 4. FA S T E N E R S ( C O N T . ) : F. AL L T O P -LO A D E D B U I L T -UP B E A M S , A N D S I D E -LO A D E D B U I L T -UP B E A M S O F O N L Y T W O P L I E S , S H A L L HA V E T H E I R I N D I V I D U A L P L I E S F A S T E N E D T O G E T H E R W I T H A M I N I M U M O F T W O R O W S O F 1 6 d N A I L S AT 1 2 ' O . C . U N L E S S N O T E D O T H E R W I S E . G. AL L S I D E -LO A D E D B U I L T -UP B E A M S O F T H R E E P L I E S O R M O R E S H A L L H A V E T H E I R M U LT I P L E P L I E S FA S T E N E D T O G E T H E R W I T H A M I N I M U M O F T W O R O W S O F 1 / 2 " ∅TH R U -BO L T S A T 2 4 " O . C . R O W S ST A G G E R E D , U N L E S S N O T E D O T H E R W I S E . CONCRETE CONSTRUCTION (IBC 1705.3)1. INSPECTION OF REINFORCING STEEL AND PLACEMENT.2. INSPECTION OF ANCHORS CAST IN CONCRETE 3. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS.4. VERIFYING USE OF REQUIRED DESIGN MIX.5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICA TE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRET E.6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 7. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSI ONS OF THE CONCRETE MEMBER BEING FORMED.PERIODIC CONTINUOUS PERIODIC PERIODICACI 318:3.5, 7.1 -7.7; IBC 1910.4 ACI 318: 3.8.6, 8.1.3, 21.2.8; IBC 1909.1 ACI 318: CH. 4 5.2 -5.4; IBC 1904.2, 1910.2, 1910.3 ACI 318: 5.11 -5.13; IBC 1910.9 ACI 318: 6.1.1ASTM C 172; ASTM C 31; ACI 318: 5.6, 5.8; IBC 1910.10SOILS (IBC 1705.6)VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE A DEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.PERIODIC GEOTECHNICAL ENGINEERING REPORT2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPE DEPTH A ND HAVE REACHED PROPER MATERIAL.PERIODIC 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERIODIC 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LI FT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.CONTINUOUS 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SU BGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.PERIODIC PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLI ES (IBC 1705.5)1. PREFABRICATED WOOD JOISTSPERIODICPERIODICPERIODIC IBC 1704.2.8VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD STEEL CONSTRUCTION 1. STRUCTURAL STEELVERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD QUALITY ASSURANCE REQ. OF AISC 360 -10: Ch. N MASONRY CONSTRUCTION 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS.VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD TMS 602/ACI 530.1/ASCE 6 Art. 1.5 PERIODIC 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED MORTAR TMS 602/ACI 530.1/ASCE 6 Art. 2.1, 2.6 APERIODIC B. CONSTRUCTION OF MORTAR JOINTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 B PERIODIC 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING AR E IN COMPLIANCE: A. GROUT SPACE TMS 602/ACI 530.1/ASCE 6 Art. 3.2 D, 3.2 FPERIODIC B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCH OR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGESTMS 402/ACI 530/ASCE 5 Sec. 1.16 TMS 602/ACI 530.1/ASCE 6 Art. 2.4, 3.4PERIODIC C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGESTMS 402/ACI 530/ASCE 5 Sec. 1.16 TMS 602/ACI 530.1/ASCE 6 Art. 3.2 E, 3.4, 3.6 APERIODIC D. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSTMS 602/ACI 530.1/ASCE 6 Art. 2.6 B, 2.4 G.1.bPERIODIC E. CONSTRUCTION OF MORTAR JOINTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 B PERIODIC 4. VERIFY DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 F PERIODIC B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONTMS 402/ACI 530/ASCE 5 Sec. 1.16.4.3, 1.17.1PERIODIC C. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)TMS 602/ACI 530.1/ASCE 6 Art. 1.8 C, 1.8 DPERIODIC 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMSTMS 602/ACI 530.1/ASCE 6 Art. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B.2.c.3, 1.4 B.3, 1.4 B.4PERIODIC ADHESIVE ANCHORS 1. DURING PLACEMENT OF ADHESIVE ANCHORS OR REINFOR CEMENT EMBEDDED WITH ADHESIVE (AS SPECIFIED ON THE CONSTRU CTION DOCUMENTS) IN MASONRY OR HARDENED CONCRETE:VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD A. SIZE AND EMBEDMENT OF ANCHORS/ REINFORCING.CONTINUOUS B. ANCHORS/REINFORCING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.MANUFACTURER'S INSTALLATION INSTRUCTIONS CONTINUOUS SP E C I A L I N S P E C T I O N S : 1. TH E O W N E R W I L L E M P L O Y T H E S E R V I C E S O F O N E O R M O R E S PE C I A L I N S P E C T O R S T O P R O V I D E T H E R E Q U I R E D SP E C I A L I N S P E C T I O N S D U R I N G C O N S T R U C T I O N . 2. SP E C I A L I N S P E C T O R S H A L L B E A Q U A L I F I E D P E R S O N W H O S HA L L D E M O N S T R A T E C O M P E T E N C E , T O T H E SA T I S F A C T I O N O F T H E B U I L D I N G O F F I C I A L A N D T H E R E G I S TE R E D D E S I G N P R O F E S S I O N A L R E S P O N S I B L E F O R T H E DE S I G N O F T H E S T R U C T U R E , F O R I N S P E C T I O N O F T H E P A R T IC U L A R T Y P E O F C O N S T R U C T I O N O R O P E R A T I O N RE Q U I R I N G S P E C I A L I N S P E C T I O N . Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. CUTTER License No.: 15331 Expiration Date: 02/28/23 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 3 : 5 6 : 0 9 P M GENERAL NOTES S1KMB K M B 2100882 07/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 No.DescriptionDate 7/27/21 FINISH FLOOR 0'-0"B/FTG FI N I S H F L O O R 0' - 0 " FI N I S H F L O O R 0' - 0 " B/ F T G NOTE:SAWCUT SLAB WITHIN 12 HOURS AFTER SLAB HAS BEEN PLACED CO N T R O L J O I N T JO I N T S E A L A N T - SE E S P E C I F I C A T I O N S CONSTRUCTION JOINTJOINT SEALANT -SEE SPECIFICATIONS COAT WITH BOND BREAKING COMPOUND BEFORE ADJACENT SLAB IS POUREDSUBBASE -SEE PROJECT GEOTECHNICAL REPORT SA W C U T J O I N T 1 / 8 " W I D E INTERIOR SLAB -SEE PLAN IN T E R I O R S L A B - SE E P L A N T 8"8" T / 4 3/4"Ø SMOOTH DOWELS x 16" LONG AT 30" O.C. WITH SLEEVE OR PRE -ATTACHED POLYETHYLENE COVERING TO ASSURE SLIPPAGE21CONCRETE FILL12PROVIDE 1" CLEAR BETWEEN PIPE AND SLEEVE TYPICAL (CAULK WHERE NECESSARY)B/FTG. SEE FOUND. NOTES CONTINUOUS FOOTING REINF. SEE SECTION 2/S2 B/ F T G . S E E FO U N D . N O T E S CO N T I N U O U S FO O T I N G RE I N F . S E E SE C T I O N 2 / S 2 NO T E : CO N T R A C T O R S H A L L V E R I F Y L O C A T I O N O F A L L U N D E R G R O U N D PI P I N G , C O N D U I T , E T C . W I T H A P P R O P R I A T E S U B C O N T R A C T O R. AD J U S T F O O T I N G E L E V A T I O N S A S R E Q U I R E D 1 1 PI P E DR O P F O O T I N G A S RE Q U I R E D T O K E E P PI P E O U T O F A R E A O F IN F L U E N C E FO O T I N G AR E A O F IN F L U E N C E C - C CC 3' - 0" MAX.6" MIN.2' - 0" MIN.4" MIN.TYP.1' - 0""D "M I N . " D " "D" 4" I N T E R I O R C O N C R E T E S L A B W / 6 x 6 -W1 . 4 x 1 . 4 W . W . F . O V E R 6 " C O M P A C T E D GR A N U L A R S U B B A S E P E R P R O J E C T G E O T E C H N I C A L R E P O R T - PR O V I D E 1 5 M I L VA P O R R E T A R D E R B E T W E E N B A S E C O U R S E A N D C O N C R E T E S L A B, R E F E R T O CO N C R E T E N O T E S O N S H E E T S 1 F O R A D D I T I O N A L I N F O R M A T I ON . CO N T R O L J O I N T S - SE E 7 / S 2 T Y P . EXTERIOR FACE OF FOUNDATION 4' -0" x 4 ' -0" x 1 ' -4" C O L U M N FO O T I N G W I T H ( 4 ) # 5 B A R S E A C H WA Y , T O P & B O T T O M - SE E CO L U M N B A S E P L A T E S E C T I O N 5 / S 2 2 1 4 5 A B C D 2 ' - 0 " 1 ' - 8 " 1' - 8 " 1' - 8 " 1 ' - 8 " 1' - 8 " 2' - 0 " 2 ' - 0 " 1' - 8 " 1 ' - 8 " 1 ' - 8 " 4 5 ' - 4 " 10 4 ' - 0 " 45' - 4" 90 ' - 8 " 4" I N T E R I O R C O N C R E T E S L A B W / 6 x 6 -W1 . 4 x 1 . 4 W . W . F . O V E R 6 " C O M P A C T E D GR A N U L A R S U B B A S E P E R P R O J E C T G E O T E C H N I C A L R E P O R T - PR O V I D E 1 5 M I L V A P O R RE T A R D E R B E T W E E N B A S E C O U R S E A N D C O N C R E T E S L A B , R E F ER T O C O N C R E T E N O T E S ON S H E E T S 1 F O R A D D I T I O N A L I N F O R M A T I O N . EXTERIOR FACE OF FOUNDATION EX T E R I O R F A C E OF F O U N D A T I O N EX T E R I O R F A C E OF F O U N D A T I O N AT D O O R TY P . TY P . TY P . TY P . 2 S2 3 S2 2 S2 3 S2 2 S2 3 S2 2 S2 3 S2 3 S2 4" 4 " 1 1 ' - 4 " 11 ' - 4 " BU M P O U T S - SE E 4 / S 2 BU M P O U T S - SE E 4 / S 2 1. 1 1. 4 3 S2 1 ' - 8 " 4 " 4" 4 " 4" 1' - 8 " 1 ' - 8 " 4 " 4" BU M P O U T S - SE E 4 / S 2 3 S2 3 S2 BU M P O U T S - SE E 4 / S 2 1 1 ' - 4 " 3 S23S2 4 " 4" BU M P O U T S - SE E 4 / S 2 BU M P O U T S - SE E 4 / S 2 HS S 6 x 6 x 1 / 4 C O L U M N W I T H 12 x 1 2 x 3 / 4 " B A S E P L A T E W / ( 4 ) 3 / 4 " DI A . A N C H O R B O L T S - SE E 5 / S 2 4 " 2 S2 2 S2 S4910S4 10 S4 CO N T R O L J O I N T S - SE E 7 / S 2 T Y P . 2 2 ' - 8 " 2 2 ' - 8 " 28 ' - 6 " 18 ' - 6 " 7 ' - 6 " 11 ' - 4 " 4" 5 S2 ABOVE WINDOW OPENING 4 ' - 6 " 4 ' - 6 " 10 S4 S49 SIM. EACH SIDE OF OPENING 3 28 ' - 6 " 28 ' - 6 " (3) #5 BARS CONTINUOUSCONCRETE SIDEWALK -SEE CIVIL DRAWINGSCONCRETE SLAB -SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION 8" CONCRETE FOUNDATION WALL W/ #5 HORIZONTAL & VERTICAL @ 12" O.C. -AT CORNERS, LAP #5 BENT BARS W/ #5 CONTINUOUS BARS, EACH END SEE FOUNDATION PLAN NOTES 1' - 0"2' - 6"EQ.8"EQ.1/2" PREMOLDED FILLER WITH FLEXIBLE SEALANT AT JOINT1/2" PREMOLDED FILLER WITH FLEXIBLE SEALANT AT JOINT#5 DOWELS @ 12" O.C. W/ STANDARD HOOK INTO FOOTING -LAP W/ VERT. WALL REINFORCEMENTHORIZONTAL JOINT REINFORCING @ 16" O.C., TYPICAL8" CMU WALL W/ #5 BARS @ 16" O.C. -GROUT SOLID AT REINFORCEMENT CONCRETE SLAB -SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATIONCONCRETE SIDEWALK -SEE CIVIL DRAWINGS#4X48" LONG @ 16" O.C. AT DOOR OPENINGS ONLY, CENTER ON JOINTSLOPE 3/8" DOWN OVER 10"FOUNDATION WALL -SEE 2/S2#5 BENT BARS @ 12" O.C.8"2424 HS S C O L U M N - SE E P L A N BA S E P L A T E - SE E P L A N 1/ 4 " L E V E L I N G P L A T E ( O P T I O N A L ) NO N -SH R I N K G R O U T 1 1 / 2 " M I N . T Y P . 1 1 / 2 " 9 " M I N . E M B E D M E N T AN C H O R R O D S - SE E P L A N TA C K W E L D N U T T O R O D TO P O F S L A B BO T T O M O F BA S E P L A T E 2" T H R E A D S M I N . 3/ 1 6 IN T E R I O R C O L U M N FO O T I N G - SE E P L A N 8 " FO U N D A T I O N P L A N N O T E S 1. SE E S H E E T S 1 F O R G E N E R A L N O T E S . 2. ST E P F O O T I N G S W H E R E R E Q U I R E D B Y S I T E C O N D I T I O N S ( S E E T Y P I C A L S T E P P E D F O O T I N G D E T A I L 6 / S 2 ) . 3. AL L F O O T I N G S S H A L L B E A R A T D E P T H N E C E S S A R Y T O A C H I E VE T H E A L L O W A B L E B E A R I N G P R E S S U R E ( A S DE T E R M I N E D B Y T H E G E O T E C H N I C A L E N G I N E E R ) A N D F O R E X TE R I O R F O O T I N G S , A S R E Q U I R E D T O P L A C E T H E BO T T O M O F F O O T I N G B E L O W F R O S T D E P T H ( S E E G E N E R A L N O TE S ) . F O O T I N G T H I C K N E S S S H O W N I S T H E MI N I M U M R E Q U I R E D . F O O T I N G S M A Y B E T H I C K E N E D W H E R E R EQ U I R E D . 4. MA S O N R Y W A L L R E I N F O R C I N G : # 5 V E R T I C A L @ 1 6 " O . C . T Y PI C A L . 5. MA S O N R Y B O N D B E A M W / ( 2 ) # 5 H O R I Z O N T A L A T E A C H W I N D OW S I L L . E X T E N D 3 2 " P A S T E A C H J A M B T Y P . 6. MA S O N R Y W A L L I N T E R M E D I A T E H E I G H T H O R I Z O N T A L B O N D B E AM S W / ( 2 ) # 5 x C O N T I N U O U S @ 5 ' -8" O . C . MA X I M U M V E R T I C A L S P A C I N G . (3 ) # 5 B A R S C O N T I N U O U S CO N C R E T E S I D E W A L K - SE E CI V I L D R A W I N G S CO N C R E T E S L A B - SE E FO U N D A T I O N P L A N F O R AD D I T I O N A L I N F O R M A T I O N 12 " C O N C R E T E F O U N D A T I O N WA L L W / # 5 H O R I Z O N T A L & VE R T I C A L @ 1 2 " O . C . E A C H FA C E - AT C O R N E R S , L A P # 5 B E N T BA R S W / # 5 C O N T I N U O U S B A R S , EA C H E N D S E E F O U N D A T I O N P L A N N O T E S 1 ' - 0 " 2' - 6 " EQ . 1' - 0 " EQ . 1/ 2 " P R E M O L D E D F I L L E R W I T H FL E X I B L E S E A L A N T A T J O I N T 1/ 2 " P R E M O L D E D F I L L E R W I T H FL E X I B L E S E A L A N T A T J O I N T #5 D O W E L S @ 1 2 " O . C . W / ST A N D A R D H O O K I N T O F O O T I N G - LA P W / V E R T . W A L L R E I N F O R C E M E N T HO R I Z O N T A L J O I N T R E I N F O R C I N G @ 1 6 " O . C . , T Y P I C A L 8" C M U W A L L W / # 5 B A R S @ 1 6 " O . C . - GR O U T S O L I D A T R E I N F O R C E M E N T 4" M A S O N R Y V E N E E R - SE E AR C H I T E C T U R A L D R A W I N G S Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. CUTTER License No.: 15331 Expiration Date: 02/28/23 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 4 : 0 3 : 5 0 P M FOUNDATION PLAN S2KMB K M B 2100882 07/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 SC A L E : 3 / 4 " = 1 ' - 0 " S2 TY P I C A L S L A B J O I N T D E T A I L S 7 SC A L E : 1 / 2 " = 1 ' - 0 " S2 SE C T I O N 6 NO R T H SC A L E : 3 / 1 6 " = 1 ' - 0 " S2 FO U N D A T I O N P L A N 1 No.DescriptionDateSCALE: 3/4" = 1'-0"S2SECTION2 SCALE: 3/4" = 1'-0"S2SECTION3 SC A L E : 1 1 / 2 " = 1 ' - 0 " S2 SE C T I O N 5 SC A L E : 3 / 4 " = 1 ' - 0 " S2 SE C T I O N 4 7/27/21 RO O F S H E A T H I N G - SE E G E N E R A L N O T E S ON SHEET S1 3 S4 14 " T J I 5 6 0 J O I S T S @ 2 4 " O . C . W / W E B S T I F F E N E R S A T E A C H E N D - S E E 1 / S 4 14 " T J I 5 6 0 J O I S T S @ 2 4 " O . C . W / W E B S T I F F E N E R S A T EA C H E N D - S E E 1 / S 4 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1/2" x 27" GLULAM BEAM 2 S4 28 ' - 6 " 18' - 6" TO P O F J O I S T EL E V . = 1 6 ' -1' ' TO P O F J O I S T EL E V . = 1 5 ' -2" TO P O F B E A M EL E V . = 1 5 ' -7 1 / 2 " TOP OF JOIST ELEV. = 16'-1''TOP OF JOIST ELEV. = 15'-2"TOP OF BEAM ELEV. = 15'-7 1/2" 11 ' - 4 " 2 S4 L2 L2 L2L2L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1L3 L2 2 1 4 5 A B C D 2 2 ' - 8 " 2 2 ' - 8 " 4 5 ' - 4 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 7 ' - 6 " 10 4 ' - 0 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 10 4 ' - 0 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 45' - 4" EXTERIOR FACE TO EXTERIOR FACE OF CMU D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T RT U # 1 T O T A L W E I G H T = 8 5 5 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N RT U # 2 T O T A L W E I G H T = 9 1 0 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N RT U # 3 T O T A L W E I G H T = 9 1 0 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N 2 ' - 2 1 / 4 " 2 ' - 2 3 / 8 " 4 ' - 4 7 / 8 " 2 x 6 @ 2 4 " O . C . 2x6 @ 24" O.C. 6" H S S C O L U M N , T Y P . - SE E DE T A I L 5 / S 4 F O R T Y P I C A L CO L U M N C A P D E T A I L 4 S46S4 6 S4 3' - 0 " 3' - 0" SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P W I T H ( 2 ) 2 x 6 B L O C K I N G BE T W E E N J O I S T S F O R F U L L L E N G T H OF S T R A P - SE E S E C T I O N 6 / S 4 E Q . E Q . E Q . E Q . 4x 6 C O N T I N U O U S LE D G E R 4x6 CONTINUOUS LEDGER 4x 6 C O N T I N U O U S LE D G E R 4x6 CONTINUOUS LEDGER 1. 1 1. 4 L2 L2 4x 6 C O N T I N U O U S LE D G E R 4x 6 C O N T I N U O U S LE D G E R SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P W I T H ( 2 ) 2 x 6 B L O C K I N G BE T W E E N J O I S T S F O R F U L L L E N G T H OF S T R A P - SE E S E C T I O N 6 / S 4 SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P C E N T E R E D O N G L U L A M BE A M - SE E S E C T I O N 6 / S 4 , S I M . 7 S4 7 S4 2 x 8 @ 2 4 " O . C . M A X . 1' - 8 " W/ (6) #5 VERTICALS FULL HEIGHT OF WALL EACH SIDE OF JAMB -SEE 3/S3 & 9/S4 D O U B L E T J I J O I S T D O U B L E T J I J O I S T DOUBLE TJI JOISTDOUBLE TJI JOIST AN C H O R E N D 2 x 8 T O C M U W / 5/ 8 " Ø H I L T I K W I K H U S W / 2 1 / 2 " MI N . E M B E D M E N T @ 1 2 " O . C . 10 ' - 5 3 / 8 " 3 28 ' - 6 " 28 ' - 6 " WA L L T Y P E LI N T E L S C H E D U L E CL E A R S P A N L1 8" C M U OV E R 3 ' -0" - 4' -8" LI N T E L T Y P E MA R K L2 A LI N T E L T Y P E 5' -0" T O 8 ' -0" 8" C M U B A B (2 ) # 5 C O N T I N U O U S G R O U T S O L I D 8 " LI N T E L B L O C K 2 ' - 0 " G R O U T S O L I D LI N T E L B L O C K 1. EX T E N D R E I N F O R C I N G 3 2 " B E Y O N D E A C H S I D E O F O P E N I N G (M I N I M U M ) U . N . O . 2. AL L C E L L S S H A L L B E F U L L Y G R O U T E D . 3. SE E R O O F F R A M I N G P L A N F O R L I N T E L M A R K . 4. LI N T E L S S H A L L B E S H O R E D D U R I N G C O N S T R U C T I O N U N T I L T HE M A S O N R Y H A S A T T A I N E D S U F F I C I E N T ST R E N G T H T O C A R R Y I T S O W N W E I G H T ( 2 4 H O U R S M I N I M U M ) . 5. SE E D E T A I L 3 / S 3 F O R J A M B D E T A I L CM U L I N T E L N O T E S (2 ) # 5 C O N T I N U O U S #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K C LI N T E L B L O C K HEIGHT OF WALL GROUT SOLID FULL (2 ) # 5 C O N T I N U O U S #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K L3 5' -0" T O 8 ' -0" 8" C M U C (3) #5 MIN. EACH SIDE OF JAMB VERTICAL FULL HEIGHT OF WALL. DOWEL INTO FOOTING WITH STANDARD HOOK. GROUT CELL SOLIDMASONRY WALLGROUT SOLID ABOVE LINTEL -SEE SCHEDULE CMU LINTEL -SEE SCHEDULEMIN. 32" RO O F F R A M I N G P L A N N O T E S 1. SE E S H E E T S 1 F O R D E S I G N R O O F L O A D S A N D G E N E R A L N O T E S. 2. AL L E L E V A T I O N S A R E B A S E D O N F I N I S H E D F L O O R E L E V A T I O N = 0 ' -0" F O R R E F E R E N C E O N L Y . S E E S I T E P L A N F O R A C T U A L F L O OR E L E V A T I O N S . 3. SE E G E N E R A L N O T E S O N S 1 F O R R O O F P A N E L S I Z E A N D A T T AC H M E N T S , T Y P I C A L . 4. TO P O F W O O D J O I S T A N D B E A M E Q U A L S U N D E R S I D E O F W O O D D E C K . 5. MA S O N R Y W A L L R E I N F O R C I N G : # 5 V E R T I C A L @ 1 6 " O . C . T Y PI C A L . 6. MA S O N R Y B O N D B E A M W / ( 2 ) # 5 H O R I Z O N T A L A T E A C H W I N D OW S I L L . E X T E N D 3 2 " P A S T E A C H J A M B T Y P . 7. MA S O N R Y W A L L I N T E R M E D I A T E H E I G H T H O R I Z O N T A L B O N D B E AM S W / ( 2 ) # 5 x C O N T I N U O U S @ 5 ' -8" O . C . M A X I M U M V E R T I C A L S P A C I N G . 8" C M U SI N G L E L A Y E R RE I N F O R C E M E N T 7 2 B A R ∅ O R 2 4 " M I N . L A P TY P . C O R N E R A N D I N T E R S E C T I O N DO N O T I N S T A L L A T IN T E R S E C T I O N W / E X T E R I O R WA L L (1 ) # 5 V E R T I C A L I N GR O U T E D C E L L U . N . O . CO N T I N U O U S B O N D BE A M R E I N F O R C I N G B A R BO N D B E A M R E I N F O R C I N G B A R AN C H O R A R O U N D V E R T I C A L B A R W/ 1 8 0 ° S T A N D A R D H O O K F O R EX T E R I O R W A L L O N L Y 72 B A R ∅OR 24 " M I N . L A P MA T C H S I Z E A N D S P A C I N G O F HO R I Z O N T A L B A R S - WH E R E S I Z E AN D S P A C I N G D I F F E R , M A T C H LA R G E R A R E A . I N S T A L L O N L Y A T IN T E R S E C T I O N A N D C O R N E R S O F IN T E R I O R W A L L S EQ . EQ . 8" C M U DO U B L E L A Y E R RE I N F O R C E M E N T 3/ 4 " T Y P . Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. CUTTER License No.: 15331 Expiration Date: 02/28/23 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 4 : 0 3 : 5 1 P M ROOF FRAMING PLAN AND DETAILS S3KMB K M B 2100882 07/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " S3 RO O F F R A M I N G P L A N 1 No.DescriptionDate SCALE: 3/4" = 1'-0"S3SECTION3 SC A L E : N O T T O S C A L E S3 TY P I C A L M A S O N R Y R E I N F O R C E M E N T D E T A I L S 2 7/27/21 RO O F S H E A T H I N G - SE E G E N E R A L N O T E S ON SHEET S1 3 S4 14 " T J I 5 6 0 J O I S T S @ 2 4 " O . C . W / W E B S T I F F E N E R S A T E A C H E N D - S E E 1 / S 4 14 " T J I 5 6 0 J O I S T S @ 2 4 " O . C . W / W E B S T I F F E N E R S A T EA C H E N D - S E E 1 / S 4 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1 / 2 " x 2 7 " G L U L A M B E A M 5 1/2" x 27" GLULAM BEAM 2 S4 28 ' - 6 " 18' - 6" TO P O F J O I S T EL E V . = 1 6 ' -1' ' TO P O F J O I S T EL E V . = 1 5 ' -2" TO P O F B E A M EL E V . = 1 5 ' -7 1 / 2 " TOP OF JOIST ELEV. = 16'-1''TOP OF JOIST ELEV. = 15'-2"TOP OF BEAM ELEV. = 15'-7 1/2" 11 ' - 4 " 2 S4 L2 L2 L2L2L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1L3 L2 2 1 4 5 A B C D 2 2 ' - 8 " 2 2 ' - 8 " 4 5 ' - 4 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 7 ' - 6 " 10 4 ' - 0 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 10 4 ' - 0 " E X T E R I O R F A C E T O E X T E R I O R F A C E O F C M U 45' - 4" EXTERIOR FACE TO EXTERIOR FACE OF CMU D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T D O U B L E T J I J O I S T RT U # 1 T O T A L W E I G H T = 8 5 5 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N RT U # 2 T O T A L W E I G H T = 9 1 0 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N RT U # 3 T O T A L W E I G H T = 9 1 0 # (I N C L U D E S C U R B ) - SE E 8 / S 4 & ME C H A N I C A L D R A W I N G S F O R BA L A N C E O F I N F O R M A T I O N 2 ' - 2 1 / 4 " 2 ' - 2 3 / 8 " 4 ' - 4 7 / 8 " 2 x 6 @ 2 4 " O . C . 2x6 @ 24" O.C. 6" H S S C O L U M N , T Y P . - SE E DE T A I L 5 / S 4 F O R T Y P I C A L CO L U M N C A P D E T A I L 4 S46S4 6 S4 3' - 0 " 3' - 0" SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P W I T H ( 2 ) 2 x 6 B L O C K I N G BE T W E E N J O I S T S F O R F U L L L E N G T H OF S T R A P - SE E S E C T I O N 6 / S 4 E Q . E Q . E Q . E Q . 4x 6 C O N T I N U O U S LE D G E R 4x6 CONTINUOUS LEDGER 4x 6 C O N T I N U O U S LE D G E R 4x6 CONTINUOUS LEDGER 1. 1 1. 4 L2 L2 4x 6 C O N T I N U O U S LE D G E R 4x 6 C O N T I N U O U S LE D G E R SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P W I T H ( 2 ) 2 x 6 B L O C K I N G BE T W E E N J O I S T S F O R F U L L L E N G T H OF S T R A P - SE E S E C T I O N 6 / S 4 SI M P S O N C M S T C 1 6 C O N T I N U O U S ST R A P C E N T E R E D O N G L U L A M BE A M - SE E S E C T I O N 6 / S 4 , S I M . 7 S4 7 S4 2 x 8 @ 2 4 " O . C . M A X . 1' - 8 " W/ (6) #5 VERTICALS FULL HEIGHT OF WALL EACH SIDE OF JAMB -SEE 3/S3 & 9/S4 D O U B L E T J I J O I S T D O U B L E T J I J O I S T DOUBLE TJI JOISTDOUBLE TJI JOIST AN C H O R E N D 2 x 8 T O C M U W / 5/ 8 " Ø H I L T I K W I K H U S W / 2 1 / 2 " MI N . E M B E D M E N T @ 1 2 " O . C . 10 ' - 5 3 / 8 " 3 28 ' - 6 " 28 ' - 6 " WA L L T Y P E LI N T E L S C H E D U L E CL E A R S P A N L1 8" C M U OV E R 3 ' -0" - 4' -8" LI N T E L T Y P E MA R K L2 A LI N T E L T Y P E 5' -0" T O 8 ' -0" 8" C M U B A B (2 ) # 5 C O N T I N U O U S G R O U T S O L I D 8 " LI N T E L B L O C K 2 ' - 0 " G R O U T S O L I D LI N T E L B L O C K 1. EX T E N D R E I N F O R C I N G 3 2 " B E Y O N D E A C H S I D E O F O P E N I N G (M I N I M U M ) U . N . O . 2. AL L C E L L S S H A L L B E F U L L Y G R O U T E D . 3. SE E R O O F F R A M I N G P L A N F O R L I N T E L M A R K . 4. LI N T E L S S H A L L B E S H O R E D D U R I N G C O N S T R U C T I O N U N T I L T HE M A S O N R Y H A S A T T A I N E D S U F F I C I E N T ST R E N G T H T O C A R R Y I T S O W N W E I G H T ( 2 4 H O U R S M I N I M U M ) . 5. SE E D E T A I L 3 / S 3 F O R J A M B D E T A I L CM U L I N T E L N O T E S (2 ) # 5 C O N T I N U O U S #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K C LI N T E L B L O C K HEIGHT OF WALL GROUT SOLID FULL (2 ) # 5 C O N T I N U O U S #5 @ 1 6 " O . C . W / 1 2 " ST A N D A R D H O O K L3 5' -0" T O 8 ' -0" 8" C M U C (3) #5 MIN. EACH SIDE OF JAMB VERTICAL FULL HEIGHT OF WALL. DOWEL INTO FOOTING WITH STANDARD HOOK. GROUT CELL SOLIDMASONRY WALLGROUT SOLID ABOVE LINTEL -SEE SCHEDULE CMU LINTEL -SEE SCHEDULEMIN. 32" RO O F F R A M I N G P L A N N O T E S 1. SE E S H E E T S 1 F O R D E S I G N R O O F L O A D S A N D G E N E R A L N O T E S. 2. AL L E L E V A T I O N S A R E B A S E D O N F I N I S H E D F L O O R E L E V A T I O N = 0 ' -0" F O R R E F E R E N C E O N L Y . S E E S I T E P L A N F O R A C T U A L F L O OR E L E V A T I O N S . 3. SE E G E N E R A L N O T E S O N S 1 F O R R O O F P A N E L S I Z E A N D A T T AC H M E N T S , T Y P I C A L . 4. TO P O F W O O D J O I S T A N D B E A M E Q U A L S U N D E R S I D E O F W O O D D E C K . 5. MA S O N R Y W A L L R E I N F O R C I N G : # 5 V E R T I C A L @ 1 6 " O . C . T Y PI C A L . 6. MA S O N R Y B O N D B E A M W / ( 2 ) # 5 H O R I Z O N T A L A T E A C H W I N D OW S I L L . E X T E N D 3 2 " P A S T E A C H J A M B T Y P . 7. MA S O N R Y W A L L I N T E R M E D I A T E H E I G H T H O R I Z O N T A L B O N D B E AM S W / ( 2 ) # 5 x C O N T I N U O U S @ 5 ' -8" O . C . M A X I M U M V E R T I C A L S P A C I N G . 8" C M U SI N G L E L A Y E R RE I N F O R C E M E N T 7 2 B A R ∅ O R 2 4 " M I N . L A P TY P . C O R N E R A N D I N T E R S E C T I O N DO N O T I N S T A L L A T IN T E R S E C T I O N W / E X T E R I O R WA L L (1 ) # 5 V E R T I C A L I N GR O U T E D C E L L U . N . O . CO N T I N U O U S B O N D BE A M R E I N F O R C I N G B A R BO N D B E A M R E I N F O R C I N G B A R AN C H O R A R O U N D V E R T I C A L B A R W/ 1 8 0 ° S T A N D A R D H O O K F O R EX T E R I O R W A L L O N L Y 72 B A R ∅OR 24 " M I N . L A P MA T C H S I Z E A N D S P A C I N G O F HO R I Z O N T A L B A R S - WH E R E S I Z E AN D S P A C I N G D I F F E R , M A T C H LA R G E R A R E A . I N S T A L L O N L Y A T IN T E R S E C T I O N A N D C O R N E R S O F IN T E R I O R W A L L S EQ . EQ . 8" C M U DO U B L E L A Y E R RE I N F O R C E M E N T 3/ 4 " T Y P . Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. CUTTER License No.: 15331 Expiration Date: 02/28/23 For Construction - - / - - / - - 7 / 2 7 / 2 0 2 1 4 : 0 3 : 5 1 P M ROOF FRAMING PLAN AND DETAILS S3KMB K M B 2100882 07/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 NO R T H SC A L E : 1 / 4 " = 1 ' - 0 " S3 RO O F F R A M I N G P L A N 1 No.DescriptionDate SCALE: 3/4" = 1'-0"S3SECTION3 SC A L E : N O T T O S C A L E S3 TY P I C A L M A S O N R Y R E I N F O R C E M E N T D E T A I L S 2 7/27/21 TR U S S B E A R I N G SE E P L A N TO P O F P A R A P E T SE E A R C H . D W G S . TO P O F B E A M SE E P L A N TRUSS BEARING SEE PLANTOP OF PARAPET SEE ARCH. DWGS.FINISH FLOOR 0'-0"B/FTG BO N D B E A M W / ( 2 ) #5 C O N T I N U O U S 8" C M U W A L L W / #5 B A R S A T 1 6 " O . C . 4X 6 W O O D C O N T I N U O U S L E D G E R W / 3/ 4 " Ø H I L T I H A S R O D S W / H I L T I H I T H Y 2 7 0 AD H E S I V E A N C H O R S Y S T E M @ 2 4 " O . C . , 6" M I N . E M B E D M E N T 14 " T J I J O I S T S SI M P S O N H 8 @ E A C H T R U S S W / (5 ) 0 . 1 4 8 x 1 1 / 2 " N A I L S I N T O T H E LE D G E R A N D ( 5 ) 0 . 1 4 8 x 1 1 / 2 " N A I L S IN T O T H E T J I ' S W E B S T I F F E N E R SI M P S O N P A I 1 8 W / 6 " E M B E D M E N T I N T O G R O U T E D CM U H O O K E D A R O U N D # 4 B A R - AT T A C H W / ( 9 ) 0. 1 4 8 x 1 1 / 2 " N A I L S I N T O T H E T O P O F T J I J O I S T WE B S T I F F E N E R , S E E D E T A I L 1 / S 4 A A RO O F S H E A T H I N G - SE E GE N E R A L N O T E S O N S H E E T S 1 BO N D B E A M G R O U T S O L I D 2x 6 B L O C K I N G - SE E A -A 1 1 / 2 " M A X . E Q . E Q . 1 1 / 2 " M A X . 1/ 8 " M I N . 2 3 / 4 " M A X . (3 ) 1 6 d ( 0 . 1 3 5 " x 3 1 / 2 " ) N A I L S 2x 6 W E B S T I F F E N E R - (1 ) E A C H SI D E O F J O I S T , T Y P . TJ I R O O F J O I S T JO I S T H A N G E R N O T SH O W N F O R C L A R I T Y 5 1 / 2 " EN D O F T J I J O I S T WEB STIFFENER -SEE 1/S4 FOR TYPICAL DETAIL SIMPSON BA3.56/14 AT EACH JOIST W/ (6) 16d NAILS INTO THE BEAM TOP FLANGE, (10) 16d NAILS INTO THE BEAM FACE, AND (8) 10d x 1 1/2" NAILS INTO THE JOISTBEAM AND STRAP D I S T A N C E 2 3 /8 " E N D GLULAM BEAMTJI ROOF JOISTLSTA18 STRAP AT EACH JOIST W/ (14) 0.148 x 2 1/2" NAILS TOTAL E Q . E Q . A - A JO I S T S P A C I N G 2' - 0 " T Y P . 4x 6 L E D G E R TJ I W / W E B S T I F F E N E R S EA C H S I D E , T Y P . 1' - 0 " 4 1 / 4 " 4 1 / 4 " 2x 6 B E T W E E N E A C H J O I S T F L U S H W / TO P O F J O I S T S - AN C H O R T O C M U W / (2 ) 5 / 8 " Ø H I L T I K W I K H U S W / 2 1 / 2 " MI N . E M B E D M E N T E Q . E Q . CM U B E Y O N D N O T SH O W N F O R C L A R I T Y 2x 8 W / S I M P S O N LU S 2 8 E A C H E N D A T OP E N I N G S , T Y P I C A L RO O F J O I S T S - SE E P L A N (2 ) 2 x 8 W / S I M P S O N LU S 2 8 -2 E A C H E N D A T C U R B PE R I M E T E R , T Y P I C A L OU T L I N E O F R T U C U R B (2 ) 2 x 8 W / S I M P S O N LU S 2 8 -2 A T E A C H E N D AA A A A A A A 2x 8 W / S I M P S O N L U S 2 8 AT E A C H E N D NO T E : PR O V I D E W E B S T I F F E N E R S A T AL L T J I C O N N E C T I O N S - SE E 1/ S 4 F O R T Y P I C A L D E T A I L (2 ) 2 x 8 A T E D G E OF C U R B ( O R OR T J I J O I S T S ) A - A SE E M E C H A N I C A L D R A W I N G S FO R R T U A T T A C H M E N T T O CU R B AT T A C H R T U C U R B T O W O O D ME M B E R S W / ( 3 ) 1 / 4 " ∅x 3 " S D S SI M P S O N W O O D S C R E W S A L O N G SH O R T D I M E N S I O N O F C U R B A N D (5 ) 1 / 4 " ∅x 3 " S D S S I M P S O N W O O D SC R E W S A L O N G L O N G D I M E N S I O N OF C U R B NO T E : CO O R D I N A T E F R A M E D OP E N I N G S W / M E C H A N I C A L EQ U I P M E N T A N D D U C T W O R K 3x 1 2 x 1 / 4 " S T E E L P L A T E W / (2 ) 5 / 8 " B O L T S , ( 1 ) I N 2 " LO N G S L O T CO N T I N U O U S C M S T 1 6 B E L O W PL Y W O O D R O O F S H E A T H I N G 6 1 / 2 x 5 1 / 2 x 1 / 4 " x 1 2 " L O N G (L L V ) W / ( 2 ) 3 / 4 " T H R U -BO L T S HS S 5 1 / 2 x 5 1 / 2 x 1 / 4 " CO L U M N 3/ 1 6 1/ 2 " G A P 8" C M U W A L L W / #5 B A R S A T 1 6 " O . C . (2 ) 2 x 6 B L O C K I N G - TO P F L U S H WI T H T O P O F R O O F J O I S T S SI M P S O N H T T 4 W / 5 / 8 " H I L T I HA S R O D S W / H I L T I H I T H Y 27 0 A D H E S I V E , 5 5 / 8 " M I N . EM B E D M E N T RO O F S H E A T H I N G - SE E GE N E R A L N O T E S O N S H E E T S 1 BO N D B E A M SI M P S O N H U 2 6 -2 W / ( 8 ) 1 / 4 x 2 3 / 4 " SI M P S O N T I T E N 2 M A S O N R Y S C R E W S SI M P S O N M S T D 4 M A R R I A G E S T R A P BE T W E E N H T T 4 A N D C M S T 1 6 CO N N E C T O R S W / M I N . L A P O F 1 0 " - FA S T E N W / ( 1 2 ) 1 6 d S I N K E R N A I L S A T H T T 4 AN D ( 1 6 ) 1 6 d S I N K E R N A I L S A T C M S T 1 6 (2 ) 2 x 6 B L O C K I N G B E T W E E N EA C H R O O F J O I S T W / S I M P S O N HU S 2 6 -2T F A T E A C H E N D - TO P FL U S H W I T H T O P O F R O O F J O I S T S TJ I J O I S T SI M P S O N C M S T 1 6 CO N T I N U O U S S T R A P 5 1 / 2 x 2 7 " G L U L A M B E A M SI M P S O N 5 1 / 2 " H G L B A W / ( 2 ) 3 / 4 " Ø B O L T S I N T O G L U L A M B E A M RO O F S H E A T H I N G 1/ 2 " M I N . S P A C E 5" BOND BEAM W/ (2) #5 CONTINUOUS8" CMU WALL W/ #5 VERTICAL FULL HEIGHT AT 16" O.C.4x6 WOOD CONTINUOUS LEDGER W/ 3/4"Ø HILTI HAS RODS W/ HILTI HIT HY 270 ADHESIVE ANCHOR SYSTEM @ 24" O.C., 6" MIN. EMBEDMENT2x8 @ 24" O.C.SIMPSON H8 @ EACH TRUSS W/ (5) 0.148 x 1 1/2" NAILS INTO THE LEDGER AND (5) 0.148 x 1 1/2" NAILS INTO THE 2x8SIMPSON PAI18 W/ 6" EMBEDMENT INTO GROUTED CMU HOOKED AROUND #5 BAR -ATTACH W/ (9) 0.148 x 1 1/2" NAILS INTO THE TOP OF 2x8 ROOF SHEATHING -SEE GENERAL NOTES ON SHEET S1 G R O U T C E L L S S O L I D BOND BEAM W/ #5 CONTINUOUS BOND BEAM W/ #5 CONTINUOUS2x6 BETWEEN EACH JOIST FLUSH W/ TOP OF JOISTS -ANCHOR TO CMU W/ (2) 5/8" Ø HILTI KWIK HUS W/ 2 1/2" MIN. EMBEDMENT 8" C M U W / ( 1 ) # 5 V E R T I C A L B A R @ 8 " O . C . - EX T E N D R E I N F O R C E M E N T F U L L H E I G H T O F WA L L T O T O P O F P A R A P E T - DO W E L I N T O FO O T I N G W / S T A N D A R D H O O K S O L I D F U L L H E I G H T 5 ' - 4 " M I N . - G R O U T A L L C M U C E L L S B E Q . E Q . CO N T I N U O U S W A L L FO O T I N G - SE E P L A N 10 S4 4 ' - 0 " (3) #5 BARS CONTINUOUSCONCRETE SIDEWALK WHERE OCCURS -SEE CIVIL DRAWINGSCONCRETE SLAB -SEE FOUNDATION PLAN FOR ADDITIONAL INFORMATION 8" CONCRETE FOUNDATION WALL W/ #5 HORIZONTAL & VERTICAL @ 12" O.C. SEE FOUNDATION PLAN NOTES 1' - 0"3' - 0"EQ.8"EQ.1/2" PREMOLDED FILLER WITH FLEXIBLE SEALANT AT JOINT1/2" PREMOLDED FILLER WITH FLEXIBLE SEALANT AT JOINT#5 DOWELS @ 12" O.C. W/ STANDARD HOOK INTO FOOTING -LAP W/ VERT. WALL REINFORCEMENTHORIZONTAL JOINT REINFORCING @ 16" O.C., TYPICAL8" CMU WALL W/ #5 BARS @ 8" O.C. -GROUT SOLID AT REINFORCEMENT Project Number C 2 0 2 1 C A S C O D I V E R S I F I E D C O R P O R A T I O N Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. 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