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HomeMy WebLinkAboutREVIEWED PLANS - 21-00586 - Just4Kids Pediatric Urgent CareAuthor Name Author Email Author Phone No.: Bret Stoddard brets@rexburg.org 208-372-2171 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Just4Kids Pediatric Urgent Care Address : 1218 Bond Ave Application Type : Document Filename : PLANS - 21-00586 - Just4Kids Pediatric Urgent Care.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 1 Free text Cody Jones : Building Open 1 Is this building considered an ambulatory health facility? If so, it would need to meet the requirements of section 422. 1 Free text Cody Jones : Building Open 1 Rear lot line within 5', allows 10% in exterior wall openings. 1 Free text Cody Jones : Building Open 1 Need COMM check. 3 Free text Cody Jones : Building Open 3 Draftstopping in attic shall subdivide combustible attic space so that no horizontal area does not exceed 3,000 square feet. per section 718.4 4 Free text Cody Jones : Building Open 4 Suspended ceiling to be installed to manufacturers specifications. 13 Free text Cody Jones : Building Open 13 Concealed spaces need to be fire blocked/draftstopped per section 718 26 Free text Cody Jones : Building Open 26 Special inspector to be identified. 26 Free text Cody Jones : Building Open 26 Roof and roof fire classification? 31 Free text Cody Jones : Building Open 31 sign to be posted. # 21-00586 New Commercial Building Report Date: 08.10.2021 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) WH U.C. 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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 Is this building considered an ambulatory health facility? If so, it would need to meet the requirements of section 422. Rear lot line within 5', allows 10% in exterior wall openings. Need COMM check. ^> 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 Draftstopping in attic shall subdivide combustible attic space so that no horizontal area does not exceed 3,000 square feet. per section 718.4 ^ ^ 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 Suspended ceiling to be installed to manufacturers specifications. 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 ^>KW͘Z&ZdKZKK&W>E &KZD/E^>KW͘ t,/dϲϬD/>dWKZKK& DDZE͘ydEhWDhdK EZ^d:K/Ed d,ZKh',Ͳt>>&>^,/E'tW^ ϴΗ  D / E ͘ ϮΖ  Ͳ  Ϭ Η ϲΗ ϱΖ  Ͳ  Ϭ Η ϮΖ  Ͳ  Ϭ Η ϮΖͲϬΗ ϵϯͬϰΗ ϭΖͲϴϭͬϰΗ ϲΖͲϰΗ ϭΖͲϴϭͬϰΗ ϵϯͬϰΗ ϮΖͲϬΗ ϭΖͲϴΗ ϮΖͲϬΗ ϭϬΗ ϲΖͲϰΗ ϭϬΗ ϮΖͲϬΗ ϮΖ  Ͳ  Ϭ Η ϱΖ  Ͳ  Ϭ Η ϲΗ ϭϬϬ s^d/h> ϭϬϬ >Kz ϰ Ζ Ͳ Ϭ Ζ D /E ͘ ϰ Ζ Ͳ Ϯ ϱ ͬϴ Η ϭ   ϭ͘ϭ ϭ͘ϰ KtE^WKhd ϭϬϬ ϭϬϬ ϭϮΗDh͘Z&Z dK^dZhdhZ>͘ ϭϭͬϮΗDd> &hZZ/E' ϱͬϴΗ'zW͘͘>hD/EhD ^dKZ&ZKEd͘ Z&ZdKϳ͘Ϭ͘ ϴΗDh͘Z&Z dK^dZhdhZ>͘ ϴΗDh͘Z&Z dK^dZhdhZ>͘ ϭϮΗDh͘Z&Z dK^dZhdhZ>͘ ϯΗKEd/EhKh^W^ ;ZͲϭϯ͘ϯD/E/DhDͿ Z/'//E^h>d/KE ϭϭͬϮΗDd>&hZZ/E' ϱͬϴΗ'zW͘͘ Ϯ Ζ Ͳ Ϭ Η ϮΖͲϬΗ ϳϱͬϴΗ ϭϭϱͬϴΗ ϭ  ϱͬϴΗ'zW͘͘ ϭϭͬϮΗDd>&hZZ/E' ϯΗKEd/EhKh^W^ ;ZͲϭϯ͘ϯD/E/DhDͿZ/'/ /E^h>d/KE ϴΗDh͘Z&Z dK^dZhdhZ> ϭϮΗDh͘Z&Z dK^dZhdhZ> ϭ Ϯ Ζ Ͳ Ϭ Η ϭϭϱͬϴΗ ϳϱͬϴΗ ϭ ϱͬϴΗ'zW͘͘ ϭϭͬϮΗDd>&hZZ/E' ϯΗKEd/EhKh^ W^;ZͲϭϯ͘ϯ D/E/DhDͿZ/'/ /E^h>d/KE ϭϮΗDh͘Z&Z dK^dZhdhZ>͘ ϴΗDh͘Z&Z dK^dZhdhZ>͘  ϭΖͲϵϱͬϴΗ ϭ Ζ Ͳ ϭ ϱ ͬϴ Η ϲΗ^KEZzZKK&Z/E Khd>ddK'Zd,ZKh', >D^dKE'h^WKhd͘WZKs/ ^W>^,>K<͘KKZ/Ed Khd>d>sd/KEt/d,'Z͘ Z&ZdK/s/>W>E^&KZ'Z >sd/KE^͘ Z&ZdKϭ͘Ϭ&KZ t>>dzW ϲΗWZ/DZzZKK&Z/E͘ KEEddKhEZ'ZKhE ^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 Concealed spaces need to be fire blocked/draftstopped per section 718 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 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 7/27/21Special inspector to be identified. Ro o f a n d r o o f f i r e c l a s s i f i c a t i o n ? 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