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HomeMy WebLinkAboutConnection Plates SHAW C'O N S T R U C T I O N SUBMITTAL SIGNATURE PAGE SUBMITTAL PKG# °3441 01 SUBMITTAL ITEM# Reviewed 8t Approved for General Acceptance only.This review does not reran the subcontractor c of the responsibility for making the work conform to ! '? the requirements of the contract. The subcontractor . is responsible for al dimensions,correct fabrication and accurate fit with the work of other trades. L. __. SHAW CONSTRUCTION DATE. IA stmt 125 ❑NO EXCEPTIONS TAKEN D EXCEPTIONS AS NOTED ❑REVIEWED FOR 0 RETAINED FOR RECORD INFORMATION ONLY ASEE f IC CAL2 4?-0L ! /1`.1 (N Nf��` ''S IF AUTHORIZE DCHANGES TO CONTRACT SUM OR TIME UNLESS STATED IN CHANGE& COP- -'"�Tto S ORDER • IF CHECKED BELOW FABRICATION MAY NOT BE UNDERTAKEN. RESUBMIT CORRECTED COPIES. ❑REVISE AND RESUBMIT REVIEWING IS ONLY FOR CONFORMANCE WITH TFIE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH INS INFORMATION GIVEN IN THE CONTRACT DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE, FOP INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND FOR COORDINATION OF THE WORK OF ALL 424o Reviewed By . Date_ o(p.o�j,Q5- ❑REVIEWED ,URNISH AS CORRECTED ❑REJECTED ❑REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH TIIE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION CIS'E\ IN THE CONTRACT DOCUMENTS.ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES; AND TIIE SATISFACTORY PERFORMANCE OF IIIS WORK. Monroe & Newell Engine DATE, G �Y Shaw Construction LLC P.O. Box 5086 RECEIVED 675 Lionshead Circle Vail, CO 81658 JUN py�y 970.476.0454/ 970.476.1219 FAX JUN 2 L 2005 M & N ENGINEER., , , , , i \ , ID ., : , niE, E , . , LLE R itt L SQUARE , JOB # 405014 _ _ . . i 4 1 . I 0 \ PLATES DETAILS R.MP'S PROFESSIONAL ENGINEER SEAL APPLIES ONLY TO R.M.P. PRODUCTS AND CONNECTIONS DESIGNED TO MEET THE STRUCTURAL CRITERIA PROVIDED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD MUST REVIEW AND APPROVE R.M.P. WORK FDR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. • • ` pRov-. T " _, _SHAW CONSTRUCTION,LLC O: • F : = RECEIVED •• ,1�f; • .. ,,. JUN 4 2005 � �' is ��GI�� L •• ./A-•-: •••.• ..w.`•�•(j�.••,: ham.. -•- ^.• • / THE ARRABELLE DRAWN EMV (CHECKED BY AT VAIL SQUARE DATE: o;2005 �DATE. JOB NUMBER NO.I REVISIONS 1 DATE1 Rocky Mountain Prestress 405014 COVER RMP RFI #11 CLARIFICATION NOTES FOR SUBMITTAL #2 DATE: 6/13/2005 Elevator 10 —Structural Steel I. NOTE 1: Detail I on sheet A735 shows T.O. roof @ 8211 '-4". T.O. P/C wall set at 8206'-1 1" per meeting with Otis. S 118c has T.O. deck fl 8211'70". Please verify T.O. P/C wall elevation. '�,Q j�GN r2 /2'7 C 3 �) 2. Note 2: Please advise on beam bearing detail. / C9 3. Note 3: Si 10.Ic, T.O. pit elevation is 8094'-10" which makes elevator depth P 5'-0". Per Otis depth should be 5'-6" min. Which makes T.O. pit elevation 8094'-4". Please confirm. Q. 7/7' S V 4 4" 4. Note 4: Please verify beam location. *ee 5. Note 5: Please size and locate beam ce 6. Note 6: Please verify T.O. beam elevation �� 7. Note 7: Elevator 410 submitted under the ass mptio t mt. oundation "Pony Wall" is constructed by others. sC1 . f//g , 1 Thank you_ / (� Sam Tsirkin 1 i 1 1 1 I I BEND OVER PRIOR TO POURING TOPPING SE 1 1 / 4 I.O. FIN. FLR.• / I I RE: EiEV - -- - _ \ 1 C1 , II I 1 i� \\ I S Z I 1i1 I 3 1 1 L—, C 1 pc I O N D i I �� PROJECT: ARRABE LLE DRAVP CHECKED l � � � BY: PAW I BY: 1 —ii � — i JOB.NUMBER I o I {�, 12 No.1 REVSSEc xs jDATE RQCky MountQ@n Pre,stre,ss 405014 j 1 74 SECTION / DETAH_ — 1 METAL DECK (BY OTHERS)—, 'C 1CTR'D ON / 1TOP OF WALL , 2181 — 2 rs. j— . ^1. / 1 I , c , / \ ; /i, \ / II j ' T.C. p/c v\!4\LL 0 ,,- RE: ELEVATIONS , , CONNECTION /,, (BY OTHERS) 3' P/C WALL a b ---, .,._ u_ 0: (--) ,-- , IS l' i c•-; r- I P-D , ----, .--; ,-- 1 17= I I DRAW N — , PROJECT: ARRABELLE I I "--• Ey: -- 1 ,=___0%/%, ,,,'''AN:-.\, ■ BY: EMV x„ I DATE: 1 a JOB NUMBER , !-= INQ REVISIONS DATE Rocky Mountain Prestr 20 405014 ! 1 ...,_- i 6 E Z E E g p Y*� { B F:L r S r J f'aNq N ».G AF E S,H 0 NSNw w" A 1 9 b f s 1 RE PLAN FOR NOTES F f SPACING IF REQUIRED, SAY CUT BAR TO CRITICAL PROJECTION 3 4 r)! #11 REBAR ['‘ / �— 2 CUT TOP OF PLASTIC SLEEVE @ TOP OF CIP r THREADED �I ;� IN ORDER TO EH SLEEVE W/ GROUT q1. rj 7-19 1 II / [RICO LK11 1 / SLEEVE 1 I r � Z-19 lip [RICO, LK11 /) I I I SLEEVE II / OUTLET TUBE i I LOCATE INLET AND OUTLET HY1OL 1 GROUT GROUT / TUBES FOR ACCESSIBILITY [ IN ERECTED CONDITIION 7---- r— PER JOB ® I J_ /_ SPECIFICATION 1� ,, INLET TUBE it II I / �L��o �;.I T.C. C.i P / 11 II / PONY WALL ��� - , 1 Ir LL.= . 1 —" _ RE' FLAN ��� �� 4l lI - i U �} i i�) Gi � � �I ;ll /' / �i' i' _ 1 U;� i� DRY TACK / 1). U cv / � ' / /� ��N / AROUND Li) I / / / / / SLEEVE / f;;f� 7/ryri / F ;r✓ Z-19 PRIOR ' / i�% ,' %�� �,� " �' '/" TO GROUTING .:r / CAST IN PLACE PONY WALL ' >j I hr, i, , C ELEV.8 STAIR 5 i// s v �/ ij // SEE NOTE 40 8 #E- i i i, ° / I i/ i 1 1 NO PONY WALL ;m % z % ( C ELEV 9 w — I i' i / / ii i E_� ,�' /1 1 // // T.O. C.LP. /7 39 @ELEV 9' ,p' FOUNDATION �`� �L - SC r @ ELEV D EL/' 1� I� RE. PLAN 1 I� —L � SC �@ SIAIP•, . o , : �`\ _ 6 ,v — �� ' > CAST IN PLACE � �` FOUNDATION WP,! � �� t a j L_ Er' !A' dY .�. GLTR: 5/6 IDA.TL pp ,y li rid 8 V u kY U L ■ E1 Rocky n Prestress 405014 • NC I REV!SI�NSAT� Rocky �� cG �+ i ER1CC'S TEMPLATE-1 I j C (1 6) HOLES ? 4 4 ;151 S° ,a L = 7-G' 4„ I 4' C8X 1 1.5XE. �' yoi J �I 0 O O O O L O O O O O 0 O O O 61 � � �. � MARK THIS ° SIDE NORTH / ° . _,, "' 'O o (41 3/4" 0 HOLES O (1) E , COP�ER / k I � (48) 1 5/8" 0 HOLES / —C8X11.5X11 -0' g �' i b "' �1:: 44 , , A C8X1 1 5X 1 1'-0' O / O�d - c` = C O N S T R U C T I O N SHAw SUBMITTAL SIGNATURE PAGE SUBMITTAL PKG# ti `10•()I � STNS SUBMITTAL ITEM# 1 I ; Reviewed&Approved for General Acceptance ,JUN 1 4 2005 only.This review does not reieve the subcontro`or of the resporu ►for making the work conform to the requirements of the amtrot The SHAW CONSTRUCTION,LI C 14:114.0 ARCHITECTURE PP! is responsible ford dimensions,correct fabricarion RECEIVE D DENVER O[Y .C' and accurate fit wdh the work of other trades. • SHAW CONSTRUCTION O C T 1 0 2005 DA1•1 05 , f•• .•...,:..,,s>.\ ,• I ,' 1; q Itt r ;o i CORRECTED 'V, , ,,, '••littib( � : r • .VIEWED 0 FURNISH AS -. A C, / • REJECTED 0 REVISE AND RESUBMIT ,C•SSjONAL�••••'• ❑SUBMIT SPECIFIED ITEM •..,,,,,..•..•�"' CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE\%ITII THE INFORMATION GIVEN IN TIIE CONTRACT DOCUMENTS.ANY ACTION PLANS AND SHWN IS SUBJECT TO THE SPECIFICATIONNSE CONTRACTOR EIISU OF E RESPONSIBLE S WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION SATISFACTORY PEERFOFL IA CE OF HER TRADES; IS WORK. AND T Monroe & Newell ngi r br' DAT Y ❑NO EXCEPTIONS TAKEN IKEXCEPTIONS AS NOTED ❑REVIEWED FOR ❑RETAINED FOR RECORD INFORMATION ONLY ASEE( A!C-a CA ' LLAM$(N ,COMt-1cN 5 IF CHECKED ABOVE FABRICATION MAY BE UNDERTAKEN. THIS DOES NOT AUTHORIZE CHANGES TO CONTRACT SUM OR TIME UNLESS STATED IN CHANGE ORDER IF C CHECKED BELOW FABRICATION MAY NOT BE UNDERTAKEN. RESUBMIT ,NoTg. C .. nT I /, G e"p t' ��� ,N G 1 C9 CORRECTED COPIES. J f"\l f'V Y � ❑REVISE.;',ND RESUBMIT --- C,4�1�L.L,�M&� T� S�,M rzM{� �o�• REVIEWING IS ONLY FOR CONFOR."A..°E WITH THE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH TH. I.ORMATION GIVEN IN THE CONTRACT CONFIRMED. THE CONTRACTOR D AT R'INC SITE: FOR NI ORM DIMENSIONS TO BE b in I 12-FI *e /z /I.i?il r' ID� 1 Io-T� CONFIRMED AND CORRELATED AT "i H 5!TE; FOR INFORMATION THAT Y' 1 C.iu�'nl T N PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS, METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND FOR COORDINATION OF THE WORK OF ALL TRADES. M� 1 ici Reviewed By �AwAj ,.4240 r7 1 L Date ��D • !i 1 •D`� �' Shaw Construction LLC P.O. Box 5086 675 Lionshead Circle Vail, CO 81658 970.476.0454/ 970.476.1219 FAX THE ARRA- 1E1E1LE AT VAIL SUARE JOB # 405014 CONN1HC ' .11. JON PLiTES AN 0 k ' SHAW CONSTRUCTION,LLC R.M.P.'S PROFESSIONAL ENGINEER SEAL APPLIES ONLY TO R.M.P. PRODUCTS AND RECEIVED CONNECTIONS DESIGNED TO MEET THE STRUCTURAL CRITERIA PROVIDED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD MUST REVIEW AND APPROVE R.M.P. CCOOMRPLANCE WITH OINFOF�RMATION GIVEN SINE THE CONTRACT DOCUMENTS. JUN 0 S 2005 SiBMITTED FOR APPROiit JUN ki 8l, 5 ROCKY MOUNTAIN PRESTRESS THE ARRABELLE DRAWN CHECKED DA: 6/V DA: AT VAIL SQUARE DATE: 6/2005 DATE: JOB NUMBER COVER NO. REVISIONS DATE Rocky Mountain Prestress 405014 RMP RFI #8 CLARIFICATION NOTES FOR SUBMITTAL #1 DATE: 6/8/2005 RFI #8 RMP Submittal #1 Core clarification notes June 7 2005 Elevator#8 Note 1: Top of Pit elevation per S110.10 = 8095'-0" per Darrel Wallace email on 5-31-05. Pit clearance for traction elevator should be 5'-6". Therefore top of pit for elevator 8 and 9 is 8094'-6". OK per meeting on 6/7/05. Note 2: The model number is 3500 per Otis Elevator. Speed is set at 350 fpm. OK per meeting on 6/7/05. Note 3: Rough opening for door is set at 5'-2" wide x 7'-10" above FF per Otis elevator. For the typical floor the bottom of the rough opening is 4 %" below FF and on level 1 is 7 '/2"below FF. OK per meeting on 6/7/05. Note 4: RMP will not supply any embeds for the elevator guide rail support. Note 5: N/A Note 6: Elevator 8 is submitted under the assumption that the foundation "pony wall" is constructed by others. RE: RMP RFI #5. (4.14 p lsQ,t5904 Note 7: Roof level elevation is A. 8214'-1 0.5"per 1 on A734. B. 8211 '-0"per S 118D C. 8215'-4" and slopes per Al 18D D. Per Otis elevator specs, clear distance from finished top floor= 15'-6", which gets to elevation 8215'-6". Add l'-2" for the roof structure makes top of roof= 8216'-8". Please advise on what is happening above top of precast core at elevation 8211'- 0". If the structure above is to be constructed by others, RMP will provide embeds at the top of the core at 2'-0" on center around the perimeter of the core as shown on the submittal. Clarifications per meeting 6/7/05 were implemented in submittal package. Note 8 & 9: N/A Elevator#9 Note 10: Top of the precast wall is set at elevation 8142'-7 1/2". Please confine. Clarifications per meeting 6/7/05 were implemented in submittal package. Note 11: Door opening is set per sheet A734. Rough opening is 8'-4" above FF and 4 1/2" below FF. Door R.O. width is 5'-0", according to Otis elevator is a custom elevator without any applicable specifications. RMP needs directions from Otis or Architect for all applicable opening, embeds, pockets, etc details. Clarifications per meeting 6/7/05 were implemented in submittal package. Note 12: Please locate elevator door openings. RMP has proposed locations for these door openings, please verify. Clarifications per meeting 6/7/05 were implemented in submittal package. Note 13-19: N/A Page 1 of 3 RFl #8 RMP Submittal #1 Core clarification notes June 7, 2005 Elevator 8 and 9 structural steel questions: General Note: All structural steel/beam connections are set according to contract documents. If any European shapes/sizes of steel change to American shapes/sizes please indicate on drawings during the approval process. Note 20: Sheet S 11 1 D shows dimension from Grid 21 as 3'-3". RMP dimension is figured to be 3'-6". Please verify. Note 21: Please locate beam W12 x 19. 15 Note 22: Please review RMP section)9'and advise. Note 23: Sheet 112D on elevator 9 north of Grid 21, shows lower beam W14x22 (assumed section). What is beam for? If beam is needed, please verify beam section and location. Note 24: Sheet S 113 D/S l l 4D, elevator 9 shows dimension 9'-1" tp centerline of W 10x 12. RMP recommends dimension to centerline 8'-10" to center • beam on the 8" wall. Please verify as acceptable. Note 25: RMP recommends embed plate for steel deck support @ 2'-0" on center instead of section 12/S5.1 due to reinforcing congestion at elevator#8 only. Please verify as acceptable. Note 26: N/A Stair#5 Structural Steel General Note: All structural steel/beam connections are set according to contract documents. If any European shapes/sizes of steel change to American shapes/sizes please indicate on drawings during the approval process. Note 27: Please verify dimension 2'-5 `h"to centerline beam W40X211. Note 28: Please size steel beam. Note 29: Verify location of the steel beams. Note 30: Please advise on a beam support. Note 31: Sheet S 118C shows steel framing at roof. Arch drawing 1/A705 shows precast wall stops at elevation 8200'-0" - (0'-5 '/") = 8199'-6 1/4". If the roof structure above elevation 8200' exists, can we bring precast wall to the elevation 8200'-0", which will make precast boxes same height? Please provide detail above elevation 8200'-0". Note 32: Sheet 1/A705 first floor FF = 8128'-0-. Sheet S 11C-top of slab = 8126'- 9" + 3" flooring makes FF= 8127'-0". Please confirm. Note 33: Sheet S l 12C shows top of slab = 8144'-11" + 1" flooring=FF 8145'-0". Top of steel elevation= 8144'-6 1/2"typical unless otherwise noted. Please confirm. • Page 2 of 3 RFI #8 RMP Submittal #1 Core clarification notes June 7, 2005 Note 34: Please verify top of steel elevation: - - Level 3 = 8155'- 6 'h" Level = 8166'- 6 '/" Level 5 = 8177'- 6i/" Level 6 = 8188'- 6 1/2" Level 7 = 8199'- 6 1" Note 35: Sheet 3/A705 the door is shown on the left side of the west wall. On S l 102C door is shown on the right side of the west wall. Please clarify. Note 36: Sheet 4 A705 the door is shown on the right side of the west wall. Sheet S 111 C the door is shown on the left side of the west wall. Please clarify. Note 37: Sheet 5/A705 shows the door on the north side of the stair core. Sheet S 112C shows the door on the west side of the stair core. Please advise. Sheet 1/A705 and 5/A705 shows level of discharge= 8139'-0". Sheet S1 12C shows level of discharge = 8145'-0". Please confirm. Note 38: Sheet 6/A705 shows door on the east side of the stair core. S 113C shows the door on the north side of the stair core. Please advise. Note 39: Sheet 8/A705 show the door on the west side of the stair core. Sheet S 116C show the door on the east side of the stair core. Please advise. Note 40: Stair#5 submitted under assumption that the CIP "pony wall" will be constructed by others. Please confirm Also advise on the thickness of the "pony wall"per RMP RFI #5. Thank you, Sam Tsirkin Page 3 of 3 SECTION / DETAIL — 8" 1 1 2" REC. F I 1 , , � �I o o I CD it 69 C) SECTION _ _ .00 , 1, „ • „ „ „ „„ „ , CD 1 69 • 2" REC. _> 2 co— N 8„ • • 0 (N ozi 0 ( SECTION c CHECJ D PROJECT: ARRABELLE DRAWN Ry BY: PJW f 6N -o ATE: � .� JOB NUMBER 0 1 1 z NO REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL — 2ND THRU 7TH LVL RE. ELEV. cv N 7 I f. I STEEL BY OTHERS I =_-__ SP. @ EZ 2'-0"O.C.M9. @ ELEV. 8 ONLY AO SECTION 1ST LVL RE. ELEV. N N s. 1_____m °• I I STEEL BY OTHERS _-== SP. @ S 2'-0"O.C. 9 @ ELEV. 8 ONLY SECTION FIN. FLR. @ GARAGE ap 0 RE. ELEV. -0 1. _ CV a) I STEEL BY o OTHERS =___- ' - M SP. @� 0 2'-C O.C. ° @ ELEV. 8 0 ONLY C 0 C SECTION 0 --I ____/\\,\ PROJECT: ARRABELLE DRAWN CHECKED / \ BY: PJW DAT : Wit m JOB NUMBER , 3 0 NO REVISIONS DATE Rocky Mountain Prestress 405014 0 J SECTION / DETAIL — 6" PKT / / B 3/4" JT. • \ , ) II F--- i i CD (IF: 2 W SHAPE (BY OTHERS) = 0 co lc: ■ LTJ 2 d Lt., t I < _ --- O W ) ca ,-- o + 1/' I t----- • 712 I „dg 41 S- • 3 6"X 6 1/2"X l'-4" ■ IN , CON. COVER I 4 * 1/4/ 0 6 1/2" / 6" PKT ENGINEER: ------ PLEASE ADVISE • • 'c•I IF ANY ADDITIONAL • CONNECTIONS ARE ----1 REQUIRED. 1"JT. 1 ---- II 2 II 0 'Ej f W SHAPE < (BY OTHERS)-------- .- 10 c 0_ '''' it tl IL • d L.„ t LIS --- v) 0 + a. a) 6' X 6 1/2"X 1'-4'' o CON. COVER 73 a) -----1 • '-- 2 < ,1- '9 ' Co S- r) 3 1/4/ - o o c-N / \ -6 o / S' 0 a) lk 4 --, 5-, \ 2 0 t C o PROJECT: ARRABELLE DRAWN CH D 2 BY: EMV . JOB NUMBER o 15 2 NO REVISIONS DATE Rocky Mountain Prestress 405014 E SECTION / DETAIL — • 1"JT. 8" '1 T T.O. STEEL .-_----..D EL.= RE: PLANS S-5 OR S-13 = STEEL BEAM A • i to FOR W8 THRU W16 BEAMS W SHAPE & ® TYP. U.N.O. CONNECTION BY OTHERS FOR W18 THRU W24 BEAMS i 1111 TYP. U.N.O. 8" P/C WALL a) 0 D a) .> i a 0 N C O O N O aJ 0 0 --1 T 0 /��p PROJECT: ARRABELLE DRAWN C KE BY: EMV \\ ATE j? 2 JOB NUMBER 0 16 2 NO REVISIONS DATE Rocky Mountain Prestress 405014 a J SECTION / DETAIL - B --\ , 8" T.O. FINISH FLOOR \___--_'—=7_• _ _ RE: PLANS cv / T.O. P/C WALL 1 -111� ' • EL.=8142'-3" v T.O. STEEL RE: PLANS "' N E0 cY = w 2 _ Q O w } m m W I- _ N B.O. POCKET t/ W40X167 OR S- W36X135 2 (BY OTHERS) OR A \ S10 @PKT 8" P/C WALL 8" P/C WALL 1 8" N" f • - W w , Uo Qzo • L > Z � •0 co. W 40X 167 "' Lo OR S °o W 36X 135 (BY OTHERS) 2 OR cp 510 @PKT 0 a PROJECT: ARRABELLE DRAWN CHECKED Y: ,--B ici �� BY: EMV DATE: 000 JOB NUMBER o NO REVISIONS DATE Rocky Mountain Prestress 405014 o SECTION / DETAIL — 8" W40X21 1 •2 " 6" •• (BY OTHERS) T.O. PKT EL.= RE: ELEV. • 1 — —-------.41-.- B F: , STEEL TO PRECAST ii _ .4 CONNECTION T.O. STEEL = - O N BY OTHERS EL.= RE: PLANS C-1 + _ I— 0_ Q w w w SC o m U J O 2 w w n -f m B.O. PKT •—S------ 3 EL.= RE: ELEV. W40X211 (BY OTHERS) S- 2 A@ PKT 1, 8" P/C WALL 8" • 6" 2" •PKT , • •$ 1. I M STEEL TO PRECAST • .. CONNECTION S- 2 BY OTHERS a 2 1 - a) Q Q 6 "(2 .-- � ` @ PKT _ 8"P/C WALL o 00 v W40X211 • o (BY OTHERS) 0 N C 7 T c iD• PROJECT: ARRABELLE DRAWN CHE BY: EMV M��i; ti i6,,, �% DATE- m / i JOB NUMBER 0 NO REVISIONS DATE Rocky Mountciin Prestress 405014 8 a • SECTION / DETAIL - • 8" 3/4" ELEVATOR OR RETAINING STAIR CORE WALL -- -—� (NI CD 69 L PROJECT: ARRABELLE DRAWN CH E ,\� BY. E JOB DV NUMBER 19 No REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL — C.I.P. SLAB • 8 • (BY OTHERS) P- CONNECTION 218 (BY OTHERS) CTR'D ON TOP OF WALL 8" P/C WALL a) 0 a) U) co 0 o_ 0 0 c� 0 N c C 0 0 - c PROJECT: ARRABELLE DRAWN CHECKED BY: EMV DATE: JOB NUMBER o 20 NO REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 3/4" JT P- -• 1202 TOPPING BY T,O, REFERENCE F.F. >OTHERS - �EL = 8113'-0" - - i- -- ----� T.O. TEE • IFEL = 8112'-6%g - - -i - • T.O. WAL CD EL = 8112'-0" 1 I 1 P- II LrACO 120 II T.O. S-6 DT24 _ _ _ I_. C EL = 8110'-5%"" S-7 © • C 1/2" ` EL = 8110'-13/8" i X E- MASTERCORD 40 ,._ S- S_ 1 7 6 7" CONC. COVER • 7" X 1'-1" X 9" WIDE v 1/p" CHAMFER ALL EDGES 8" • • S-6 WELD REQUIREMENTS: 1/4,, , 9 144" V 6 -_,v,_._ 1//, 6 f--I [I PROJECT ARRABELLE DRAWN CHECKED By: DV B • gl...... � DATE: 6/3 JOB NUMBER e� NO. REVISIONS DATE Rocky Mountain Prestress 405014 21 SECTION / DETAIL — • 8" • FINISH FLOOR RE: ELEV. • v METAL DECK (BY OTHERS) ANGLE & 8" P/C WALL EXPANSION i ANCHOR (BY OTHERS) a> 0 -o 0 N ri 0 0 (N 0 0 (1) 0 D T 0 PROJECT: ARRABELLE DRAWN CHECKED \� BY: EMV DATE: a-b> JOB NUMBER -o 0 NO REVISIONS DATE Rocky Mountain Prestress 405014 22 2 SECTION / DETAIL — r---- - B A T.O. STEEL • RE: PLANS S-5 = STEEL BEAM 1 W12THRU W16 94 - (BY OTHERS) i A VERTICAL 4" S-5 OFFSET S-5 SLIGHTLY TO® MISS STUDS i :: I iQ m 0 c• W 12 THRU W16 ia (BY OTHERS) 66 co 0 © 0 a) B 5- 0 PROJECT: ARRABELLE DRAWN CHEC 2 l� BY: EMV BY �j�J -p — P•• •e' N OB NUMBER a NO REVISIONS DATE Rocky Mountain Prestress 405014 2 0 J SECTION / DETAIL- BEFORE JOINING --AFTER JOINING RE: PLAN FOR NOTES: SPACING 1. IF REQUIRED, SAW CUT BAR TO CRITICAL PROJECTION #11 REBAR 2. CUT TOP OF PLASTIC SLEEVE @ TOP OF CIP THREADED IN ORDER TO FILL SLEEVE W/ GROUT Z-19 ERICO LK11 SLEEVE Z-19 Jti ERICO LK11 — OUTLET TUBE SLEEVE v / HY1OL LOCATE INLET AND OUTLET 7--j GROUT GROUT TUBES FOR ACCESSIBILITY • PER JOB �_ Ut IN ERECTED CONDITIION SPECIFICATION I INLET TUBE al I Z T.O. C.I.P. 8N E. NT - PONY WALL i / o I EL.= ® RE: PLAN row n rirr I ;'� C, Sc :.° I!YPACK I v N 1 -1 /AROUND CT) I � /SLEEVE Z-19 PRIOR tx I. / 4� TO GROUTING o I �� CAST IN PLACE PONY WALL i► w, @ ELEV.8 & STAIR 5 1N0 w SEE NOTE # a #6 w o PONY WALL co @ 9 / w _ T.O. C.I.P. °' E- ELEV. 9 FOUNDATION 0 , 39 EL.= \� SC @ ELEV 8 RE: PLAN -2 \ "' \ ' S 3 \@ STAIR 5 ° , CAST I \\ CE FOUNDATION WALL \ \ PROJECT ARRABELLE DRAWN CHECIjED.. BY: PJW •�\ DATE: 5/26 •--'3fCTE' 6 7/0 JOB NUMBER I n NO. REVISIONS DATE Rocky Mountain Prestress 405014 25 ERICO'S TEMPLATE— 9r-8" • • (5) SP. @ 6' .- c_ (8) HOLES •8" 4"• = 2-6" • 4'-8" • • .----• --1" " " - •• >L--: N! - 0 0 0 0 0 0 00 • ----- ....... _ ......._._.........,„„.....- ............... ., ''? --- • . ) (4) 3/4" 0 HOLES :, 0 4.) ? (1) EA. CORNER o _ • .;) TYP. : : ;4) • • ; : o • rd-) MARK THIS SIDE NORTH I/ (29) 1 5/8" 0 HOLES roi i : . : z : o ] : . , . q , . . b C8X11.5X19'-4" , b • . 43) , : . . . • (1% . . • /1' C8X11.5X19'-4" ' • 8" -7-o o-.). _-• q HOLES o ! :.• F-1 SECTION A-A • , . (i) C8X1 1.5X8'-4" 1 i CO P. . NI 1 .-- V 0 0 0 0 0 0 0 0 • • IP i • 0 (r) uJ w a' s: 5 q (8) HOLES 1'4)",6" 6".6' . 4'-8" •6"•6" 6"•1'.-0" i a) • • Za. r7- D ..--- & STAIR #5 ERICO'S TEMPLATE .....y..\\,. DRAWN ^,\ PROJECT: ARRABELLE BCHE 7,y 5„, ,----, %\ BY: EAAV D :4 7 0 -a — / I JOB NUMBER 0 ST-5 __2 NO REVISIONS DATE Rocky Mountain Prestress 405014 'f) -=%\�\ SPECIAL PLATE Rocky Mountain Prestress L Q x '', ^ 4" ‘N i kN,■ t. 3" •1" ` Nii II • • • r, ---- I i t) •\ 1 1/2" , :p O 1 r, • •\ 1 1/2" 0 3 1/2"i o o 1/2" v c3 P 1/2"X 4"X 1'-0" 1'-0" 4" 1 • _•— L�_ H .�_�r. 1 Il�■� ��w I 1/2 O O (2) 1/2"0 X 4"H.A.S. 11 1/2" N O _ _ _ _ N (4) 6-L-0300 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 11/2"X4"X 1'-0" 6.8 2 1/2"0 X 4"H.A.S. 0.6 4 6-L-0300 4.5 DRAWN TOTAL WEIGHT JOB NAME . PLATE NO. EMV 11.9 LB. ARRABELLE CHKD QTY. JOB NUMBER S = 1 NO. REVISIONS DATE 405014 '. \ SPECIAL PLATE Rocky Mountain Prestress • 1 -6 • q (3) 1/2"0 X 1'-0"D.A.S. • 3" • 6" • 6" • 3" • • $ H 0 -i----0- • (3) 1/2"0 X 1'-0" D.A.S. 1/2"X 6'X 1'-6" BEARING PLATE FOR BEAMS W27 THRU W40 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE X1/2"X6"X1'-6" 13.6 3 1/2''0 X 1'-0"D.A.S. 2.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 15.6 LB. ARRABELLE CHKD QTY. JOB NUMBER S -2 NO. REVISIONS D / 405014 - \� SPECIAL PLATE Rocky Mountain Prestress '-4" • (4) 3/4"0 X 6"H.A.S. 2' • 4„ 4„ • 4" •2„ 'v (4) 3/4"0 X 6"H.A.S. 1/2"X 8"X 1'-4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE Ip 1/2"X 8"X 1'-4" 18.1 4 3/4"0 X 6"H.A.S. 3.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 21.5 LB. ARRABELLE Q . S 3 NO. REVISIONS d QTY JOB NUMBER 405014 ://% i � SPECIAL PLATE Rocky Mountain Prestress I � III • • T I ;l V 0 1 1 I.I fl__J L___n 1 Ik--- L-_1 1 - I I • H ‘ V 6" 1 6" 1 5.. 1/2"X 6"X 0'-6' ry■AwAAwArAm. I///o/�d.aw■s 1/2" • III II 1 ��1 1/4 5" � 1/2"X 5"X l'-2" GUTTED (4) 3/8.'0 X 1 1/2"H.A.S. fn • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 1/2"X 5"X 1'-2" 9.9 4 3/8"0 X 1 1/2" H.A.S. 0.2 ONE 1/2"X 6"X 0'-6" 5.1 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 15.2 LB. ARRABELLE C QTY. JOB NUMBER S -4 NO. REVISIONS DA 405014 7 V _ \ SPECIAL PLATE Rocky Mountain Prestress • 1-4 • c (6) 3/4"0 X 6"H.A.S. •2"• 6" • 6" •2"• • b • N • • (6) 3/4"0 X 6"H.A.S. fp 1/2"X 10"X 1'-4" ATTACHMENT PLATE FOR BEAMS W8 THRU W16 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE ! 1/2"X 10''X l'-4" 22.7 6 3/4"0 X 6"H.A.S. 5.2 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 27.9 LB. ARRABELLE CHK QTY. JOB NUMBER S -5 NO REVISIONS DA 7/ 405014 PLATE ..."=."\--/\--/\\/\4 .Rocky Mountain Prestress g„ • • 1» 62 21„ 41„ 21„ 23/16 1 4 2 4 � t /2x9 x 61/2 I 1 6 /2 • -1(-,, • I (2) R. 1/2 x 8" x 61/2 00 • IC) STIFFENERS I p 4 I I i _ I (2) 38x112HAS I - • 1) n 3-U-0206 61/2 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE 1/2" X 9" X 61/2" 8.3 2 E 1/2„ X 8" X 61/2„ STIFFENERS 14.7 2 3/8"o X 11/„ H.A.S. 0.1 1 3-U--0206 0.8 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 23.9 LB. ARRABELLE CHK QTY. JOB NUMBER 405014 S-6 D � NO. REVISIONS g PLATE Rocky Mountain Prestress 10" • • 2„ t 6„ t2” • 15„ 5„ I • • • • — N O O • • 0 3 • O O • (2) 116"ø HOLE (4) 4 x 6” H.A.S. FE" x10" x1'-0" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 ((? 2" X10" X1'-0" 17.0 4 4" 0X6" H.A.S. 3.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 20.4 LB. ARRABELLE ..K QTY. JOB NUMBER 405014 S-7 ,NO. REVISIONS D• jo. _ \\ SPECIAL PLATE Rocky Mountain Prestress • 8" • • 1„• 6,. • 1„• • • ® ® • • • • (4) 1/2"O X 6"H.A.S. I 1 I l I re 3/8”X 8"X 0'-8" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE It 3/8"X 8"X 0'-8" 6.8 4 1/2"0 X 6"H.A.S. 1.6 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. DV 8.4 LB. ARRABELLE ze QTY. JOB NUMBER S 9 NO. REVISIONS D 405014 PLATE __/•__"\\/\/\,N,,Rocky Mountain Prestress 1'-2° / / 2" 5., 5„ 2" / / / / / \ 10 \ O O Q N) (3) 1/2"0 x 12" D.A.S.\ 1 E. 1/2"x 6"x 1'-2" BEARING PLATE: W18's THRU W24's QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 IE 1/2"x 6"x 1'-2" 11.9 3 1/2"0 x 12" D.A.S. 2.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 13.9 Le. THE ARRABELLE CH QTY. JOB NUMBER 405014 S-10 N0. REVISIONS DA -6-77--- SPECIAL PLATE Rocky Mountain Prestress • 2'-4" • 1 1/2" 1 1/2" (12) 3/4"0 X 6"H.A.S. .. • 5" • 5,. • 5" • 5" • 5" • CN • % - ® • - ® - r - ® --e , in 1 1 I Q 1 CN (12) 3/4"0 X 6'H.A.S. � /////I///11./I///////// I/ /I///////////////I/I///II.///////M/I///I/////I/III/I. fQ 1/2"X 12"X 2'-4" ATTACHMENT PLATE FOR BEAMS W18 THRU W24 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fp 1/2"X 12"X 2'-4" 47.6 12 3/4"0 X 6"H.A.S. 10.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 57.9 LB. ARRABELLE CHKD QTY. JOB NUMBER S 1 3 NO. REVISIONS 405014 tSPECIAL PLATE Rocky Mountain Prestress • 6, • c D.A.S. • 3" • 3" • 0 _ / PL 3/8"X 6"X 3'-6" (J, o ^• (4) 451/2"X 12" D.A.S. 1 0 • r0 I 0 • I 0 :d - ^_• • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 Pt 3/8"X 6"X 3'-6" 26.8 4 01/2"X 12"D.A.S. 2.7 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. PJW 29.5 LB. ARRABELLE CHKD QT . JOB NUMBER N S - 1 4 O. REVISIONS /TliC------ ;'7d,� 405014 SPECIAL PLATE — 21/2„ Rocky Mountain Prestress 1/2" MI 1/2" • 2 1/2"0 X 1'-2" INSULATED RUBBER PIPE • >�2 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 2 1/2"0 X 1'-2"INSULATED PIPE 0.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 00.0 LB. ARRABELLE CHKQ. QTY. JOB NUMBER S C - NO. REVISIONS DATE 1���4✓ 405014 / \ SPECIAL PLATE Rocky Mountain Prestress • • 11-L-1111 • • 2'-0" • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 11-L-1111 63.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 63.3 LB. ARRABELLE CH QTY. JOB NUMBER SC -2 NO. REVISIONS ;AAer 405014 j\� SPECIAL PLATE Rocky Mountain Prestress . P 11-L-1107 • • 2"O • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 11-L-1107 61.5 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 61.5 LB. ARRABELLE S C - 3 CHKD QTY. JOB NUMBER NO. REVISIONS 405014,/,./...,47 /FL SPECIAL PLATE Rocky Mountain Prestress I I I I I I I I I 1 I • 1 02 3/8" 03 1/8" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 #11 ERICO 9.9 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. PJW 9.9 LB. ARRABELLE CHKD QTY. JOB NUMBER Z NO. REVISIONS DAT 405014 ^^.\ STANDARD PLATE Rocky Mountain Prestress / - - • 4" ' '. START (2) 4-0200 am ^, • • i ` _ • , r) CD N • N %i r7 • • V. f� '.1":i` . ( `V. �V. 2 1'' P. TY • 4 F " 0 X 1g" H.A.S. I. q, « r( t< « tt 0 0 (2) 4 0200 E " X4" XO'-6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E. g" X 4" X 0'-6" 2,6 CV ONE g" 0 X 1g" H.A.S 0.1 2 4-0200 2.7 Lo 0 w r_ . 54 TOTAL WEIGHT: m ISSUED 1 1-02 4 0 DOUBLE TEE DECK PLATE P-100 REVISED T a STANDARD PLATE Rocky Mountain Prestress 4" MID START (2) 5-0206 1111 i `„• ` 0 -cNi v �(! ("i%rt. <YP. 4%*(� • 24 8 0 X 1g" H.A.S. i tv�(�(�( C (�( 1 (2) 5-0206 Eeg" X4" X0'-8" .QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fe $" X4" X0'-8" 3.4 ONE g" 0 X 1g H.A.S 0.1 1 CV N 2 5-0206 5.2 C TOTAL WEIGHT: 8.7 ISSUED 1 1 -02A\ C, DOUBLE TEE DECK PLATE P-113 REVISED a STANDARD PLATE Rocky Mountain Prestress 6" 12„ 3„ 12" • — • • • • - lay r i • — 0 r', i • • • - 1 3" 3" 160HOLE (4) g" 0 X 4" H.A.S. .1.7"7 FE X6' X0-6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE FE g" X 6" X 0'-6" (HOLE) 3.8 4 g"o X 4" H.A.S. 0.6 0 L- a TOTAL WEIGHT: 4.4 0 ISSUED 1 1—02/6\ MULTI-PURPOSE EMBED PLATE P-201 REVISED a - °-- STANDARD PL ATE ....../\__,/k''s\_..:,\___,___.=r--- Rocky ,= ountiln Prestress. 5" v 12 3„ 1i/„ ■ r ____,,,L______r_ .. - --,,_, _ « _ \ 1 Nr .„, _ 1 4, 3" 3" \ 7" t6 0 HOLE (4) 2" 0X6" H.A.S. E g" X 6" X C-6" Immordmirmommin QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE g" X 6" X 0'-6" (HOLE) 3.8 4 2 0 X 6" H.A.S. 1.6 0 0 W O TOTAL WEIGHT: 5.4 ISSUED 1 1—02A v MULTI—PURPOSE EMBED PLATE -2O2 rs R o EVISED STANDARD PLATE ."/\/\/\Rocky Mountain Prestress 4" • 2" 2 • 16 0 HOLES TYP. • • r%)1 t r ~N - -. L • - - �- N r • - —}- L O r.") co lI • r • L r N N r L fP 2" x 4" x 0'-10" is/ (4) 6-0300 / /I i1 / 1 2 C 3 <YP' 4 QTY. DESCRIPTION WT. QTY. DESCRIPTION • WT. ONE E ' X 4" X 0'-10" (HOLE) 5.7 4 6-0300 18 TOTAL WEIGHT: 23.7 ISSUED 1 1—02A 0 WALL SHEAR PLATE P-209 REVISED ° a /\\/.\/\./, STANDARD PLATE Rocky. Mountain Prestress 10" • 1�„ 7'' 12•I 5" 5" I 1 • 0 N • co • 1 1 1 1 / / 1 1 / 1 1 (4) 2" 0X24" D.A.S. 1 1 1 1 fe in X 6" X 0'-10" 1 1 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE i' X 6" X 0'-10" (HOLE) 8.5 4 2" X 24" D.A.S. 5.3 TOTAL WEIGHT: 1 3.8 0 ISSUED 1 1 -02A\ WALL PLATE P-212 REVISED ""/ STANDARD PLATE • Rocky Mountain Prestress 11 OP 4/,`•,0 CS 2);.0 Sir - Sio0 f - (2) 2" 0X4" H.A.S. (2) 6-0300 4_ 6X6X8" XO'-5" • • • CO • r• • c3�„ TYP. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE b_ 6" X6" Xg" X O'-5" 6.2 2 6-0300 9.0 O 2 2" 0 X 4" H.A.S. 0.6 LT TOTAL WEIGHT: 1 5.8 ISSUED 1 1 —02 A 8" WALL PLATE P-213 REVISED N n. �..�� STANDARD P LATE—_ Rocky Mountain Prestress• S" 0 12,. F" 12" _ S _ rro I I CD '^IN I 4" e 4> 16"0 HOLE (4) g"0X4" H.A.S. EE X8 X0 -8 I411111111%■1210—�_ • QTY. ! DESCRIPTION WT. `QTY. DESCRIPTION WT. ONE (D g" X 8' X 0'-8" (HOLE) 6.8 4 e"G X 4" H.A.S. 0.6 .i ° TOTAL WEIGHT: 7.4 '0 ISSUED 1 1 -02A MULTI-PURPOSE EMBED PLATE P-218 REVISED STANDARD PLATE =44\Rocky Mountain Prestress • 1 -3 • 4p° 6" 42" • • 1" 12° 1 10" 1 12„ 1„ • T T T 1 . • • • • 0 G • • W Q .J 0 16"0 HOLE, TYP. (4) g"s x 30" D.A.S. C C ) ) / C C C C ) ) ) C C C C ) ) C C C C ) ) IEg" X4X1'-3" ) ) C C C C ) 1 I QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE I in X 4" X 1'-3" (HOLES) 6.4 4 g"0 X 30" D.A.S. 10.4 °, 0 TOTAL WEIGHT: 1 6.8 0 ISSUED 01-04 A MULTI—PURPOSE EMBED PLATE P-231 REVISED N • -- STANDARD PLATE Rocky Mountain Prestress 11-L-0600 0 2 -0 • 1 /� )) 2'-0" • • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 11-L-0600 31.9 N w W TOTAL WEIGHT: 31 .9 ISSUED 1 1 -02^ NMB FOUNDATION BAR Em.39 REVISED STANDARD PLATE __/•____,\\/\/\./Rocky Mountain Prestress 5" I I • i • 2" X5" X0'-5" MASTICORD BEARING PAD QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 2„ X 5" X 0'-5" 0.5 MASTICORD BEARING PAD 0 co 0 ir 0 TOTAL WEIGHT: 0.5 3 ISSUED 1 1-02^ MASTICORD BEARING PAD - o REVISED 01-04 4 O o I STANDARD DETAIL- _/•_____A& — Rocky Mountain Prestress „ 2 E $" X 4" X 0'-4" 1 4 4 22„ 4 Fr 9 4„ 2' P- 100 P— CTRD. AT CD 201 TOP OF DECK 1A / +" / 4 C25 fE8 X4 " XO'-7„ ■ 2�° / 2 1" / 9 \ 4" 4 2 ' 2 G=___ iii—a / _ a� ri==== A-- —\\ CTRD. AT P— 4" 1 P— TOP OF DECK 201 100 CD 1B P-201 P-100 CAPACITIES A B 0 Xn=18.23 KIPS18.23 KIPS (2) 4-0200 0 Yn= NEGLECT NEGLECT IE 8" X 6" X 6" Y 0 Zn=14.03 KIPS 7.42 KIPS Q 8" 0X18' H.A.S. 0 /--- Il? 8" X4" X0'-6" (4) 8" X 4" H.A.S. ' 4k,, , Z X ISSUED 11 -02 TEE FLANGE CD REVISED TO WALL CONNECTION M' Q STANDARD DETAIL Rocky Mountain Prestress / E- fE '" X 4" X 0 -5" i6 / 5 20 w/ (1) 4-0U-0209 P- 202 / 5" 2° CTRD. ON / C DECK 16 9 \ _ 2" _Il�if r7-)t- N C P- 113 P-202 P-113 CAPACITIES Y '7"-' 0 Xn= 18.23 KIPS (2) 5-0206 0 Yn= NEGLECT fE? g X 6" X 6" ► 0 Zn= 32.01 KIPS ' 111111111110 O O i...1 e"0 X 1i'' H.A.S. 3- #4 f° g X4X0'—B" / yMiNe O U)o .----1 C I ■1?' ^IP, X Z (4) 2"0 X 6 H.A.S. ISSUED 1 1 -02 TEE FLANGE CD-\ TO WALL CONNECTION g ! REVISED A f� STANDARD DETAIL— Rocky Mountain Prestress ► 4" 16 / 5 \1 r ► 4" RECESS 1" ✓��-1 1" WITH FH11 2 1 "3 1 6 II II 1 ■ 1 I :,17," / 4 II 4., ,\ 4 = / — Q iy... ...... Ir.- II li I I P— 1 ' 212 I I \ CD-38A E-12 fa g" X 2" X 0'-4" I CD-38B E-4 !E g" X 3" X 0'-4" I P-212 P-213 CAPACITIES A B re l" X 6" X 0'-10" ,\\ / 0 Xn=17.73 KIPS10.95 KIPS o 0 / \ �/! ` Y 0 Yn= 43.2 KIPS 43.2 KIPS ♦ I 0 Zn=11.95 KIPS 8.14 KIPS 2" 0X4" H.A.S. Int 0 0 (4) 2" X 24" D.A.S. 6-0300 X -�--- L i" d. 6" X 6" X 0'-5" ISSUED 1 1-0 2 CD WALL PANEL BASE CONNECTION REVISED 38— f� STANDARD DETAIL- Rocky Mountain Prestress STANDARD PLATE RECESS FH8 45' BEVELED fE—.' X 3" X C-8" EO 2" 81 >2 4 / 12 i„ / 8 lit P- 209 P- 231 P-231 ?"� HOLE, TYP. P-209 CAPACITIES i 16 1fi" 0 HOLES Xn= NEGLECT KIPS 0 0 o e 0 C C Y 0 Yn= 55.80 KIPS 0 g" X30" D.A.S. C — I 0 Zn= NEGLECT i-(4) - - o � �l C - I �'!` ^I : Q, t. x4,, x �� III�I I 6-0300 `i I.� X i 777-7)E. in X 4" X 1'-3" ISSUED 01 -04 WALL PANEL TO WALL PANEL CD REVISED VERTICAL JOINT, HEAVY 69