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PLANS 500 Big Thompson Ave Beam & Post Connections 2005
ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS PROJECT:ARaIITECT1S SUPPLEMENTAL Town of Estes Park fisitor Information Center INSTRUCTION NO:7500BigThompsonAvenue Estes Park,CO 80517 OWNER:ARCHITECT: Town of Estes Park Basis Architecture P.C. TO: Dailman Construction Company CONTRACT DATED: June 27th,2005 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract lime.Proceeding with the work In accordance with these instructions indicates your acknowledgementtliattherewillbenochangeantheCoi*ractSumorContractTime.Iftherewdl bean hnpacttoContractSumorContractTime,please inform the Architect in writing within seven (7)days. Description: Provide four (4)king post connections per the attached drawings X-12 and AX-13.Provide ten(10)side post connections per the attached drawings AX-14 and AX-15.Provide one (1)centerbeamconnectionpertheattacheddrawingAX-16.The cerer beam connection shall be at theridgebeamtotoglu-lam purlin connection in the iobT where no column is underneath. Attachments:AX-12 through AX-16 ISSUED BY: L’f41,L 1.L2uos Matthew Heiser Date Basis Architecture P.C. C)rj vo x : 97 0 . 5 8 6 . 9 1 4 0 fa x : 97 0 . 5 8 6 . 9 1 4 9 ba s i s _ a r c h @ a r b I t s . c c m ) BA S I S Ar c h i t e c t u r e , P. C . Is s u e : AS I # 7 Da t e : 9/ 1 / 2 0 0 5 -o r I ’ + 0 0 p 3h e e t Ti t l e : (i n g Po s t Br a c k e t 3h e e t No : AX - 1 2 of 1/ 2 ” ST E E L PL A T E , 12 1/ 2 ” x 17 1/ 2 ” (3 ) 3/ 4 ” DI A . Th R U - B O L T S CO U N T E R S I N K HE A D 1/ 2 ” ST E E L PI . A T E LO G CO L U M N , LO G CO L U M N TO GL U - L A M BE A M CO N N E C T I O N Ki n g Po s t Co n n e c t i o n 1” = 1’ — O 1/ 2 ” ST E E L PL A T E , 12 1/ 2 x 17 1/ 2 ” 1/ 2 ” ST E E L PL A T E , 1/ 2 ” ST E E L PL A T E , RE : PL A N DE T A I L (3 ) 3/ 4 ” DI A . Th R U - B O L T S CO U N T E R S I N K HE A D 1/ 2 ” ST E E L PL A T E , 5” x 18 ” LO G CO L U M N , RE : ST R U C T GL U - L A M BE A M , RE : ST R U C T . -l 3/ 8 ” ST E E L PL A T E BR A C K E T S , EA C H SI D E GL U - L A M BE A M , AB O V E PL A N SE C T I O N m (0 ( 3 —L , 1 -I p C) C rX ci > 0 OZ vo x : 97 0 . 5 8 6 . 9 1 4 0 fa x : 97 0 . 5 8 6 . 9 1 4 9 Da s s _ a r c h @ a r b i t s . c o m © BA S I S Ar c h i t e c t u r e . P. C . Is s u e : AS I #7 Da t e : 9/ 1 / 2 0 0 5 CD — o m -‘ i i ( I I 3. . ’ Th e e t Ti t l e : (i n g Po s t Br a c k e t Th e e t No : 1/ 2 ” ST E E L PL A T E , RE : PL A N DE T A I L 13 / 1 6 ” HO L E FO R 3/ 4 ” DI A Th R U - B O L T S 1/ 2 ” ST E E L PL A T E , 5” x 18 ” LO G CO L U M N , RE : ST R U C T - - I) 3/ 8 ” 3/ 8 ” 9/ 1 6 ” HO L E FO R 1/ 2 ” DI A TH R U - B O L T 3/ 8 ” ST E E L PL A T E BR A C K E T , EA C H SI D E 1/ 2 ” ST E E L PL A T E , 12 1/ 2 w x 17 1/ 2 ” 1/ 2 ” ST E E L PL A T E , 4s X 1 3 SI D E EL E V A T I O N Ki n g Po s t Co n n e c t i o n il l = ii — oi l C, 1 Is s u e : AS I #7 Da t e : 9/ 1 / 2 0 0 5 0 0 GL U - L A M BE A M , AB O V E 3/ 8 ” ST E E L PL A T E , 12 1/ 2 ” x 18 ” (3 ) 3/ 4 ” DI A . Th R U - B O L T S CO U N T E R S I N K HE A D 3/ 8 ” ST E E L PL A T E LO G CO L U M N , BE L O W 3/ 8 ” ST E E L PL A T E , RE : PL A N DE T A I L (3 ) 3/ 4 ” DI A . TH R U - B O L T S CO U N T E R S I N K HE A D GL U - L A M BE A M , RE : ST R U C T . vo x : 97 0 . 5 8 6 . 9 1 4 0 fa x : 97 0 . 5 8 6 . 9 1 4 9 ba s s , , , a r c h @ a r b f t s . c o m BA S I S Ar c h i t e c t u r e , P. C . 3/ 8 ” ST E E L PL A T E , 12 1/ 2 ” x 1 8 3/ 8 ” ST E E L PL A T E , G) C D -‘ — 0 C) - o CDU) 3/ 8 ” ST E E L PL 4 T E , 5” x 18 ” SE C T I O N Sh e e t Ti t l e : Si d e Po s t Br a c k e t Sh e e t No : AX - 1 4 of PL A N LO G CO L U M N TO GL U - L A M BE A M CO N N E C T I O N Si d e Po s t Co n n e c t i o n V = ii —0 ” -— vo x : 97 0 . 5 8 6 . 9 1 4 0 fa x : 97 0 . 5 8 6 . 9 1 4 9 ba s i s . a r c h @ a i r b f t s . c o m BA S I S Ar c h i t e c t u r e . P. C . Is s u e : AS I #7 Da t e : 9/ 1 / 2 0 0 5 -U - I C, — o m 3( 0 ) —I 0 Sh e e t Ti t l e : Si d e Po s t Br a c k e t 9/ 1 6 ” HO L E FO R 1/ 2 ” DI A Th R U - B O L T 3/ 8 ” ST E E L PL A T E , 12 1/ 2 ” x 18 ” 3/ 8 ” ST E E L PL A T E , 3/ 8 ” ST E E L PL A T E , RE : PL A N DE T A I L 13 / 1 6 ” HO L E FO R 3/ 4 ” DI A Th R U - B O L T S 3/ 8 ” ST E E L PL A T E , 5” x 18 ” LO G CO L U M N , RE : ST R U C T Sh e e t No : AX - i 5 SI D E EL E V A T I O N Si d e Po s t Co n n e c t i o n il l = ii — oi l A- i 6 m C, )0’m( 3 >n 0 O, - W r1X ci > 0< co r n cZ I2 c1 ) t. S GL U - L A M BE A M , RE : ST R U C T . 3/ 8 ” ST E E L PL A T E BR A C K E T S , EA C H SI D E vo x : 97 0 . 5 8 6 . 9 1 4 0 fa x : 97 0 . 5 8 8 . 9 1 4 9 ba s i s _ a r c h @ a i r b i t s . c o m BA S I S Ar c h i t e c t u r e , P. C . Is s u e : AS I #7 Da t e : 9/ 1 / 2 0 0 5 (D ( D Q ) O Dm 0 c_ ) — o m -“ U , Sh e e t Ti t l e : en t e r Be a m Sa d d l e Sh e e t No : 3/ 8 ” ST E E L PL A T E SA D D L E 9/ 1 6 ” HO L E FO R 1/ 2 ” DI A Th R U - B O L T 3/ 8 ” ST E E L PL A T E BR A C K E T , EA C H SI D E 11 1 r. 4 -l 5 1/ 8 ” 3” 3” 3/ 8 ” 3/ 8 ” Ce n t e r Be a m Sa d d l e in = ii — oi l