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HomeMy WebLinkAboutConnection Plates Elevator #16 SHAD • ,DNSTnUcT [ D.N SUBMITTAL SIGNATURE PAGE SUBMITTAL PKG it, 034'1 0.0 SUBMITTAL ITEM I. Reviewed&Approved for General Acceptance RECEIVED General only.This review does not relieve the suboontrodor JUL 0 .1 2005 of the rem for making the work conform b the requirements of the contract. The subcontractor is responsible for of dstension&ocrrocf fabrication 4240 A rra B e l i e and accurate fit wih the work of other trades. SHAW CONSTRUCTION .DAT� >w105 r2 e--/g v //‘. V ❑NO EXCEPTIONS TAKEN 0 EXCEPTIONS AS NOTED o REVIEWED FOR 0 RETAIN D FOR RECORD INFORMATION ONLY SEE -a o iM NI I ioT'v5 If CHECKED ABOVE rABRICATION MAY BE UNDERTAKEN THIS DOES NOT N AUTHORIZE CHANGES TO CONTRACT SUM OS TIME UNLESS STATED IN CHANGE ORDER IF CHECKEC. BELOW FABRICATION FN` NO' RE UNDERTAKEN RESUBMIT CORRECTED COMES REVIEWED ❑FURNISH AS CORRECTED 0 REVISE AND RESUBMIT REJECTED ❑ REVISE AND RESUBMIT REVIEWING IS ONLY FOR CONFORMANCE WITH THE DESIGN',:DNCEPi OI THE E SUBMIT SPECIFIED ITEM PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THE CONTRACTOR' IS RESPONSIBLE FOR DIMENSIONS TG i3E CHECKING IS ON L1 FOR CCENEHAL CO\FOR>LANCE WITH THE DESIGN CONFIRMED AND CORRELATED Al THE SITE FOP INFORMATION III11 CONCEPT OF THI PROJECT AND '.;E:NER:AL COAIPLI.A\CE 1� PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS. lTIi THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, IA'FORD AT'IO>r;i.[_�, Is Tllf 1.1E01;:ACT DOC C?IFsTS ES ACTION AND MR COORDINATION OF THE WORK Or ALL TRACES. SHOW, is lOV sEF T THI. i ESPON TS OF THE I'VIEv ■N M SPECIFICATION. osTRAC"OR 1, RESPOTSIBLE FOk DIMEyCIOAS -240 BY- -` 1 M�N� WHICH SHALL BF CONFIRMED ANN CORBEL-TEE AT THE JOB SITE: [\,�j EABRICITI(JV PROCESSES AND TECHNIQUES OE CONS TRLCTION: Reviewed BY COORDIN ATIO,N OF HIS AI ORE WITH THA-I OF ALL OTHER TRADES; AND THE SATISF,ACTORI-PERFOR1i:ASC'F OF INS STORK. Date /3 • OG— onroe & Newell S \ Engilrs �� 11U(T` 6Gj3n\lJ�S � )U�t�SJ DATE i BY �' 1pti A, 511, . Shaw Construction LLC P.O. Box 5086 675 Lionshead Circle Vail, CO 81658 970.476.0454/ 970.476.1219 FAX Town of Vail - PY T1 fij ARRABETJTJ1 J \/ A.11, S Q HEE JOB # 405014 \\T E PLATES AN 11‘/ E T A, 11,- � r 1 R.M.P.'S PROFESSIONAL ENGINEER SEAL APPLIES ONLY TD R.N.P. PRODUCTS AND CONNECTIONS DESIGNED TO MEET THE STRUCTURAL CRITERIA PROVIDED BY DIE ENGINEER OF RECORD. THE ENGINEER OF RECORD MUST REVIEW AND APPROVE R.M.P. WORK FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ROOKY M Oi `N. gPgrpp Lam 1 THE ARRABELLE DRAWN CHECKED -i � DA 6/v DA �'� AT VAIL SQUARE DATE: 6/2005 DATE: JOB NUMBER COVER NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- BEFORE JOINING AFTER JOINING RE: PLAN FOR NOTES: ( SPACING 1. IF REQUIRED, SAW CUT BAR TO CRITICAL PROJECTION X11 REBAR 2. CUT TOP OF PLASTIC SLEEVE © TOP OF CIP THREADED IN ORDER TO FILL SLEEVE W/ GROUT E , 1 Z-19 ERICO LK11 SLEEVE 1 Z-19 111;111, ERICO LK11 7 SLEEVE �.- ' OUTLET TUBE 1 ii i i LOCATE INLET AND OUTLET 1� GROUT TUBES FOR ACCESSIBILITY ,� GROUT IN ERECTED CONDITIION PER JOB _ 1 /� SPECIFICATION i I INLET TUBE X - I I I ,N o .. M lII T.O. C.I.P. 0 PONY WALL • • ..::.... R.I., SIN o a, i11� EL.= E , r ! RE: PLAN v� I /� �«� �, SC & /DRY PACK /// /v (NI < , / /AROUND U I <t SLEEVE a<C / Z-19 PRIOR �j��' A <, TO GROUTING o CAST IN PLACE PONY WALL /L / / I °'� C ELEV.B & STAIR 5 / /w SEE NOTE #40 & #6 1 v CD o �/ �1 INO PONY WALL o / ELEV. 9 „m •VK/ .w 1 1 C .m _ 1 / ! 1 3Q ® ELEV. 9 FNDTION z I SC C ELEV. 8 & ELEV. 1 p l �\ RE PLAN 1 Av -2 STAIR 8 & ELEV. 16 1 in '∎ � \ ®@ STAIR 5 I, \ • 1 L -- \\ .\\CAST IN PLACE \ �V A FOUNDATION WALL--. 4., \ \ • • PROJECT ARRABELLE DRAWN CHECKED �^ By PJW BY /(1 .. DATE: 5/26 DATE: JOB,,NUMBER 25 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SE il-,Tr I a N / F) ,I-1 , . 1 ri RE: PLAN FOR NOTES. SPACING 1. IF REQUIRED, SAW CUT BAR TO CRITICAL PROJECTION ,1 pi REBAR \ - - THREADED ,L--- Z-19 — ERICO LK11 : • „, , „,/ SLEEVE 5-19 /v 1 . ERICO LK1' — /V--- P/C WALL /-- SLEET:. \ r OUTLET TUBE / ./ LOCATE INLET AND OUTLET •' H Y1OL v TUBES FOR ACCESSIBILITY '--- GROUT GROUT N, ,,, / IN ERECTED CONDITIION r- PER JOB ,--..-____ 1 I / SPECIFICATION 1-3 / INLET TUBE — -: m - 5)- IE ,--- .. / 0 a) :HL A'' — 11111111111111= '--- \ EXTERIOR 7.- //— P/C WALL 41 FACE OF THE CORE ,_ (8) FOR EA. BOX , 4 ' 4” #11 BAR 4 4" k Q. Z-19 ' V----- 8" 8" DRA\4' 'CHECKED NO REVISIONS DATE Rocky Mountain Prestress 405014 71 SECTION / DETAIL 8' jV PC. WALL CONTINUOS ANGLE BY OTHERS LEVEL 7 T.O. WALL 820C-0" I F- 218 a 2'-0" 0.0. PROJECT THE ARRABELLE DRAWN CHECKED • -!�'�\ DATE: 6/21 DATE: JOB NUMBER NO. REVISIONS ,DATE Rocky Mountain Prestress 405014 72 SECTION / DETAIL-7 ERECTOR NOTE" DO NOT GROUT JOINT y 8" BETWEEN P.C. WALL+ FLOOR 1 © ELEVATION 8113'-0" T.O. WALL - - - 8113'-C' / 1 Q , L, m e r O �' � / , / J ,, /, w")-7A. S_ 13 N l'3/4" I 1 PROJECT THE ARRABELLE DRAWN pjw HECKED DATE: 6/21 DATE: I JOB NUMBER NOJ REVISIONS iDATEJ Rocky Mountain Prestress 405014 73 (... 11.,- 7 3N , I)E , ,i i --, 1 1 , / / 1 I ! I . ---:---,-- I TO. WALL/FF. LEVEL 2 1 I • , [ :,.., ET5 • W36 x 393 I m I , 1 , 8" > ),- B.O. PKT k " 6- 1 / , [ 8141 -33/4”`r A . , , 1 • • . . , 1 39 . _.. -ro • .•[ I ■,. ... . -■ •1 • . , .•.. 73/4" I V-7 6'-81/2" TO GRID f_. .._ SECTION-A XD D R A WN CHECKED 444. /.4\4°‘. IIDYA.TT= 6/21 „•••i g in5 t 1 . _ 75 I NC. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— /'n ___/\/._ 1 BEAM .CN N I r c_ T B � \ 1 2911833-16 202 `/16 / 3" SECTION—A 4_ 5" X 5' X /" X 0'-3" E— r /2„ 0 N. 3/1'6 / 7„ \ 3„ ___ — 8113'-0" IP N— l U ", 8) ii / Q P-112 8112'-0" �� — — —1 "FT.O. WALL �— I 13 I T1 1 JT. P— u 1 112 u - g' 1 BLKT. IN 1 N N n i II 291TB33-16 il 1 II n ;�: - i II u — —; 1 y B.O. PKT 8109'-10" K a E- 46 P- 6° 302 1 9 PKT. S- 40 1 ( PROJECT THE ARRABELLE DRAWN CHECKED BY: PJW BY: =��` %\ DATE: 6/21 DATE: -- JOB NUMBER No. REVSionis DATE Rocky Mountain Prestress 405014 76 _ �� SPECIAL PLATE Rocky Mountain Prestress o 0 ry O p -J J • 1 6 • CV Z- c 13! 5/8"0 X 2'-6"D_A.S. 2"T 6" to 6" • 3"1 Cj' • J, r.0 0 420___..____(4,_L--.0 4 in U • 0 • 4" 10" • 4' • 1'-4" • (3) 5/8"¢ X 2'-6' 7 D.A.S. 1 (2) 5—L-0206 (2) 5—L-0304 1'-8" 1 l'-8'' 1 8 10" \, J 7 I 3/4"X 6"X 1'-6"—/ QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE FF. 3/4"X 6"X 1'-6" 23.0 I 3 1 3/4"0 X 30"D.A.S. 15.3 2 5—L-0304 7.0 2 5—L-0206 5.2 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. I PAW 50.5 LB. ARRABELLE CHKD QTY. I JOE NUMBER S _ 39 NO. REVISIONS DATE 405014 �\ SPECIAL PLATE Rocky Mountain Prestress 8'-1 1 1/4" • I4,. 1'-6' 7'-1 114" • ♦ 1 3'-3 1/4" • 2'-6' • 3'-2" jT tjIP co oo o �� I C8X11.5Y,12'-10'-8" O i Y j of (Thi .--- 4-u-0110—\ - \\ N o co fC F' N 7/ ! `.� � 8 q o °J I C o o P/ — 2' l 4" C HOLE I 0 co—. • o 0 o c • 5„ . SLOT • —�' = 1 1/2" \ 1 .1/2„ • 8" SECTION A-A co 0 0 ii STAIR #8 #11 ERICO'S TEMPLATE a_ QTY. DESCRIPTION WT. 'O 4 4-U-0110 x o` 2 C8 X 11.5 X 8'-1 1 1/4" x TOLERANCE ±1/16" o 2 C8 X 11.5 X 12'-10`-8" x ° DRAWN TOTAL WEIGHT JOB NAME PLATE NO. PJW x LB. ARRABELLE CHKD I OT`'. 'JOB NUMBER EL . .' 6 !NO REVISIONS DATE ONE 405014 QJ J %' \\ SPECIAL PLATE Rocky Mountain Prestress ,I w J • 9 8 O 9 181 1 5/8"(:,-/T 1'-0" 3'-0" 4'-8" 0"� m T • T -_ 4'-6" a-8"SLOT 1'-6' °-- • 1 • • * �— •0� 1 o 0 0 0 0 0 0 0 _�� c b (,) o O of (-) o 0 0 0 N v •� 1 ' O i0 08X 1 1.5X 1 2-1 7/8" ,.-•— O O '� TT N O , • Ur O \/ 1— I / ) ° o 4-U-0110—, - ' N° \ O J N 111/ 11,2 1 I'1 0 • OD to— X10 O —1 TYP.. 0 0 1 3/16 V J b co p c o N N C8X 1 1.5X8'-4" 0 ,531111,--"") (, 0 \k ° ',, i -r■o_ 4" 4" • q HOLE - / o o o o o T o o o o o i 5" 1 SLOT 1 1/2" — -� 1 1/2"U of 8 3'-11" 3'-11 7/8 :11 B 1 • -s c )10) 15/8.'0 SECTION A-A • 1'-8" 1 2'-0" 1 2'-4" 1 2'-0" 1 1'-8" , HOLES• . O -o STAIR #8 #11 ERICO'S TEMPLATE 2 cL QTY. DESCRIPTION 1 WT. o 4 4-U-0110 x N 2 C8 X 11.5 X 8'-4" x TOLERANCE ±1/16" 0 2 C8X 11.5X 12'-1 7/8" f x o DRAWN TOTAL WEIGHT JOB NAME PLATE NO. PJW X LB. I ARRABELLE CHKD QTY. JOB NUMBER sT. 8 -°INC. REVISIo S DATE ONE 4050 1 4 S I I A W SUBMITTAL TAL S IGNATURE PAGE SUBMITTAL PKG tt, 05440. 0 SUBMITTAL ITEM., IA Reviewed&Approved for General Acceptance only.This review does not relieve the wbooriraddor of the respons y far md6rg the work conform to the requirements of the cartlract. The wboonlnxtor is responsible for all dmensions,tamed fabrioalion and ocairate fit with the work of other trodes. SHAW CONSTRUCTION DA1 Shaw Construction LLC P.O. Box 5086 675 Lionshead Circle Vail, CO 81658 970.476.0454/ 970.476.1219 FAX