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HomeMy WebLinkAboutConnection Plates and Details 7/13/05 SSA ' . , ,,, oNsTFtucTcoN SUBMITTAL SIGNATURE PAGE SUBMITTAL KG If 04 n, t SUBMITTAL ITEM it 0 RECEIVED Reviewed&Approved for General Acceptance only.This review does not retie..the suboorrroctor J U L 1 L ?005 of the responsliity far mating the wank conform to the requirements of the contract. The subcontractor is responsible for d c msmions,corned fabtialon 4�40 A rra Belle and OOa"ate will thQ wcirk of other SHAW CONSTRUCTION DATA ( =) S PK poi;.. 11S 1. Iii 1 " 11X,1 Town.4f V1 l •.• )t� ♦: 2 _:it .1 Copy --. .78/0tig.#.... p ..... -"................ , , ,,I\Fati:tl ,,,,,u,, _. NO EXCEPTIONS TAKER' ❑laCEPTFONS AS NOTED ❑REVIEWED FOR ES RETAI ED rOR%R.�ECCO D [ . I Nsn'7N,ATION ONLY ` SEE .;k.Lys 6�'"4Fk „i..f F'`,4 `-: 7 ,4 P . .„..__. .h(_ THEN of eDtp��� o c ilk ' - 'IC totitifoiN , (00ip f C . 2.-.4.- .'......4.-- '"---, Revlew.,u Br Shaw Construction LLC P.O. Box 5086 675 Lionshead Circle Vail, CO 81658 970.476.0454/ 970.476.1219 FAX rriifi 1 THLLE J J AT VAIL SQUARE JOB # 405014 C0 _\ \ • . 0 11 ji- 0 \ _ PLATES it 11 11 AD t\ , -) R.M.P.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. RE ENGINEER OF RECORD MUST REVIEW AND A.PROVE R.M.P. WORK FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ‘t '1 II ;u"13 NI I ITE 0 FOR APPR n.jp,1 \ fy :tea G�,�o JUL .a 2 56O epp�� • l �^ � I, s:i...-,,,,\ (sA--.1„ 9.4,„ 0- ,f THE ARRABELLE DRAWN CHECKED BY: EMV BY: __/�� AT VAIL SQUARE DATE: 6/2005 DATE: JOB NUMBER ENO. REVISIONS DATE Rocky Mountain Prestress 405014 COVER SECTION / DETAIL— u-, GRID —J J 0 m c, ° 7" 7" SC-5 ANCHOR BOLTS v z i v cn c. • I I • r� -J L- Q r7 0 N _ GRID - --.,, ,--- v r7 O -"1 r- . 1 I . ^ N • 18" X 24" P/C COLUMN • ORIENTATION CRITICAL N el TYP. W E PLAN S GRID (2 ® I I E- W/ E (4) 5"x 5"x 6" HIGH 42 7 STYRO BLOCKOUTS T.O. CIP ° EL = RE. PLAN r I ii I 10,000 PSI , , DRYPACK CIP BY OTHERS UNDER (4) 114"0 X 1'-9" COLUMN AND IN 1111 ANCHOR BOLTS w/ POCKETS ELEVATION 4"x 4" WASHER TERMINATOR (SUPPLIED BY RMP - INSTALLED BY OTHERS) PROJECT ARRABELLE DRAWN CHECKED �^ BY: 6/3/05 BY: �-'\\ DATE: 6�3/05 DATE: JOB NUMBER n NO. REVISIONS DATE Rocky Mountain Prestress 405014 2 SECTION / DETAIL- u, GRID 0 °r 1'-2" 9" c 5-34 ANCHOR BOLTS Q I � I . I v GRID ^� - 0 /„. -I 18" X 18" P/C COLUMN AN 34 TYP. w E PLAN S GRID 1'-6" 1 6" 6"), E- w/ E- P- 42 17 18 ❑-(2) 4"x 4"x 5" HIG ; 134101U (8) 1"O HEX NUTS W/ n-(2) 4"x 6"x 5" HIGH STYRO BLOCKOUTS ® (8) WASHERS (BY RMP) T.O. CIP DEL = REPLAN 10,000 PSI CIP BY DRYPACK OTHERS UNDER COLUMN (4) 1"0 X 1'-10" AND IN E- ANCHOR BOLTS w/ 4" POCKETS ELEVATION 34 TAIL AND 5" THREADED PROJECTION (SUPPLIED BY RMP - INSTALLED BY OTHERS) PROJECT ARRABELLE DRAWN CHECKED ==I/1\\ BY: 8,10 BY: ` DATE: 6/19/05 DATE: JOB NUMBER 3 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— 0 GRID m cr 0 z 7" 7" Q. SC-5 ANCHOR BOLTS Q iiNgri I U \ • I I • —J L— O M I - GRID - 1 18" X 36" P/C COLUMN ORIENTATION CRITICAL .- I I . cn N ® TYP. W E PLAN S GRID 4, 1 -6 (2)® I ^I'"� E- w/ E- (4) 5"x 5"x 6" HIGH 14 42 17 STYRO BLOCKOUTS I I ---7- ri T.O. CIP _ 0 . _- •a. ' EL = RE. PLAN ; � - A 10,000 PSI CIP BY DRYPACK OTHERS CO D MN (4) 11/4"0 X 1'-9° AND IN ® ANCHOR BOLTS w/ POCKETS ELEVATION 4"x 4" WASHER TERMINATOR (SUPPLIED BY RMP - INSTALLED BY OTHERS) PROJECT ARRABELLE 'DRAWN CHECKED /\PROJECT 6/25/05 BY: �'\ DATE: 6/25/05 DATA: JOB NUMBER 4 ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— 0 GRID cc 0 Q 7" r 7" SC-5 ANCHOR BOLTS . , ■ • M _—� L-- O GRID ^ � - — )2 (4 18 X 36 P/c COLUMN ORIENTATION CRITICAL ---1 n--o T . I I . " co N SC- T . 5 w E PLAN s GRID 1'-6" (2 ell E- W/ E- (4) 5"x 5"x 6" HIGH 42 17 STYRO BLOCKOUTS , T.O. CIP s•" 0 cv ..Ei :Nab1 b. EL = RE. PLAN "por II A11 10,000 PSI A. DR YP ACK CIP BY UNDER OTHERS I COLUMN (4) 11/4"0 X 1'-9" AND IN is ANCHOR BOLTS w/ POCKETS ELEVATION 4"x 4" WASHER TERMINATOR (SUPPLIED BY RMP - INSTALLED BY OTHERS) PROJECT ARRABELLE DRAWN CHECKED ==��w BY: 6/28/05 BY: �, DATE: 6/28/05 DATE: JOB NUMBER 5 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 9.9 18"x 24" COLUMN nn nn II II II II II 11 q— it II II 62 II II BY II II S- TOPPING OTHERS E— ki II 61 .� -- si,� — — +-, T.O. BEAM S— e r='"I RE. PLAN 60 � I 1— J 1 I I s_ 48RB44 i I 65 ! I I .N SE— 26 u 7 I ; I u u u SIM u II rig11111-- .oil �') E— P— NEAR 9 1/4" / 3 202 & FAR 11/" 18"x 36" COLUMN 3"I > 1j4., ✓ 6 'I 1� u u u u S- 33 9Y„ 834„� 5— ` f/ / 62 1 N • R I R �4 If a Ill I o-v- �a 4 a� 0 O 0 P iii d N •\ 18"x 24" 48RB44 \ COLUMN 18"x 36" SECTION COLUMN PROJECT ARRABELLE DRAWN CHECKED BY: BJO BY: __� S DATE: 7/01/05 DATE: JOB NUMBER ENO. REVISIONS DATE Rocky Mountain Prestress 405014 6 SECTION / DETAIL- . GRID NEAR P- Oa- y 9"" 9" TOPPING BY & FAR 202 -40,- //OTHERS 11/2" 4"I > z 7 11/ _ kI1 304 48RB44 S- E- 65 14 1�4^ ,> 4 E- 49 SE- _ �- 7 T.O. COLUMN, � - 2\41 EL = RE. E6-XX S- I� 34 H _r I 18"x 36" COLUMN u u U 84",, 9Y„ f PROJECT ARRABELLE DRAWN CHECKED �^ BY: 6 BY: DATE: 6//29/05 DATE: JOB NUMBER 7 ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— GRID TOPPING BY 9" 9" OTHERS t / t 40_ 48RB44 291TB33 P S- 304 65 I , E- SE- bil 7 I j� 49 tT - ' T.O. COLUMN o , , I i � � y I 34 fX52 E_ \ P- NEAR / ' 202 & FAR 9 / '/ 3 II , 18"x 36" COLUMN 11/2" u u 3"_ 1 " 14" / 6 I 1 u 2 u 1, 9Y 8/4"4 i PROJECT ARRABELLE DRAWN CHECKED ==��� BY: BJO BY: DATE 6/29/05 DATE: JOB NUMBER 8 iNO. REVISIONS DATE Rocky Mountain Prestress 405014• SECTION / DETAIL- . . GRID TOPPING BY 9" 9" OTHERS I CD- 40. n Tr— S_ 48RB44 48RB44 65 SE -7 IIb ` ' I 111 _ — .T.O. COLUMN i, % EL = RE. E6-XX E- \ i S- 9 > 1/4' / 3 33 �"/ P- NEAR 3„ 202 & FAR 1 11/2" / 6 ° ° I u 18"x 36" COLUMN PROJECT ARRABELLE DRAWN CHECKED BY: BJO BY: _/\__1\\k‘ DATE: 6/29/05 DATE: JOB NUMBER 9 ._ NO. REVISIONS SATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 9.9 9" 9" 18"x 24" COLUMN nn nn — III Ili III III III III S III I III II! 62 III III III 1 III TOPPING BY III 1 III OTHERS 4E_p �ii iii N A!!! S- i7 m I 77 S- 60 1 I 1 61 111 S_ 48RB44 65 f 1 2911839 304 SE- 1 E- 7 u u lfu u 49 II — , �� — .T.O. COLUMN El 1 EL = RE. E6-XX .'.`,"' Pig E— \ 1 1 i P- NEAR 9 / 4„ 3 I 202 & FAR 1 1/2" 18"x 36" COLUMN 3"[ > I 1� " /4 / 6 u 1 9.9 1, 9y" 83/4" \ S- 62 'T0 . ® 0 9 4111 — I o-° — _a..? I2 ® 2911839 O ® ? d I �\48RB44 18"x 24" \- COLUMN SECTION PROJECT ARRABELLE DRAWN CHECKED BY: BJO BY: --��� DATE: 6/28/05 DATE: JOB NUMBER tNO. REVISIONS DATE Rocky Mountain Prestress 405014 10 1 SECTION / DETAIL— GRID 1" /1 / t)' TOPPING AV P 100 BY OTHERS T.O. TOPPING �� TYP. TO TEE RE: ELEV. w _ _ _ — - - - - =� 1 i DT DECK Now. \ c' O N 4 w N N I w Nozis > 4„ <@6' LEG ( ( ' 4_ 8" X6" X1/" X O'-3" 19 \ P-TYP. /8,. 3,. VVV 14" BENT PLATE 111 202 TYP. CNTR'D IN 18" x 24" COLUMN COLUMN TYP. A V PROJECT THE ARRABELLE DRAWN CHECKED BY: CEH BY: ..../\.....YA1/4\.. DATE: 6/17 DATE: JOB NUMBER O. REVISIONS DATE Rocky Mountain Prestress 405014 26 SECTION / DETAIL- GRID 4 " 1," yi q 9" tk 26 CD TOPPING w 43 A V /-BY OTHERS Q > T.O. TOPPING i I i i t_ T.O. BEAM - - - -. .� ,- _ 1 r RE: ELEV. x `O -----' 4 DT DECK 1 IN 0 a. Ci <-- \\ P_ 29TB39-16 202 CNTR'D IN COLUMN TYP. P- 304---\ II X__ II II - -, 1, II E- T 49 � P S- I 32 �� �� u 18" x 24" COLUMN A PROJECT THE ARRABELLE DRAWN CHECKED =��^ DA: 6/H BY: �,� DATE: 6/17 DATE: JOB NUMBER t� NO. REVISIONS DATE Rocky Mountain Prestress 405014 27 SECTION / DETAIL- S'/" TOPPING E- 4"---\BY OTHERS 5 5" / % 7" 11/2" . , A DT DECK 100 r Y4" NOM. JT. 100 11/2" �/4," / 4" T.O. SLAB TOPPING 4 ,3" 8111'-4" BY OTHERS a T.Q. TEE h �, " 8111'-2'/' c ) - - _ _ _ _ _ _ _ i _DT DECK 00 — E- 4" NOM. JT. P- 53) 4 - 8" P/C SLAB 300 T.O. SLAB 5„ T.Q. SLAB, BY OTHERS 811O'-8/4" 8110'-8" � ■ 4" I 'CO P -1 " g- - - - K, .100 P- 100 q, © 8" P/C SLAB TYP. 4., T.O. SLAB T.O. SLAB ® SIM. TOPPING ‘11'8109'-6/4" 8108'-6%4"---\\ BY OTHERS 1111 5" 1'/" bk 4" co - :°:-: 100 _ P_ 100 C[-D) 8" P/C SLAB TYP. PROJECT THE ARRABELLE DRAWN CHECKED ==.�^ BY: CEH BY: DATE: 6/17 DATE: JOB NUMBER 28 0 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- , GRID TYP. CD 3/4" 7° 7„ 7y" DAP TOPPING 6A BY OTHERS r l' .3/4,, r T.O. TOPPING T.O. TEE /1", - _ Ac ELEV. w II Ii ^� — iFE Q l 11 I/ ii a t �tNrt�t II 11 II H — q�a,'7. ,4,=,_ \ III II \',11 II I II III U U ' )) dttttt� gFaF DT18 4������ }u--{r-,�-�7r7r7r ,,- ............. ii ii ii P- _7 E- co c) E- i i I 1 I I 121 40 1 , a (u I -DT2-4 w -<1- cD E- 0 • - w 6 ^ J '77 -- SL- 291TB33-16 I 5 2 (2) PER LEG 7y" 7)/2° LEDGE i 7" 7" r LEDGE 2'-5" PROJECT THE ARRABELLE DRAWN CHECKED �� BY: CEH BY: — �'\\ DATE: 6/17 DATE: JOB NUMBER 30 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 4„ GRID JT 6" 6" DT DECK F.S. 4 TOPPING CD BY OTHERS � T.O. TOPPING u T.O. TEE —� RE: PLANS 291TB33 0 SIM. 21.5LB33_ P- 304 11 II _ _ II T.O. COLUMN — n II RE: COLUMN ELEV. II II II I1 I E— II II 49 III it 11 II iaii Ili 18 H H H III II II III 11 11 III 59 11 11 I H H H LU LU 18" x 18" COLUMN /\// 1'-6" 1'—G" 1" PROJECT THE ARRABELLE DRAWN CHECKED �w DA: 6H BY: �`� DATE: 6//17 DATE: JOB NUMBER 32 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 4„ GRID JT 6" 6" DT DECK F.S. TOPPING CD A BY OTHERS 43• IV T.O. TOPPING ( T.O. TEE - -1 RE: PLANS - - - - - - - - - yam L 29ITB39 P- 304 I I I I II T.O. COLUMN ' II RE: COLUMN ELEV. 11 II 11 1 11 11 4_9 III 1J Wir C I II I P III T A 18 III H H I H H III It II III 59 1111 111 1111 uu Lu 18" x 18 COLUMN 1'-6" rr 1'-0" PROJECT THE ARRABELLE DRAWN CHECKED /� DA: 6/H BY: '�\ DATE: 6/17 DATE: JOB NUMBER 33 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- . GRID 3/„ g,, g„ 1" TYP. CD t TOPPING w DT DECK 43A / —BY OTHERS Q T.O. TOPPING > _ . - -\ - - -, (- I x .T.O. TEE - - - - - - - - RE: PLANS ''� L w 1 / \ : 29ITB39-16 29ITB39-16 TYP. P- 304 n Pi N. II I! II l III IIr K TYP. .�, J n I 1 E.1 � J S— ■—" )I 31 \\`. /', c 18" x 24" COLUMN /V PROJECT THE ARRABELLE DRAWN CHECKED /� BY: CEH BY: �•� DATE: 6/17 DATE: J JOB NUMBER 34 NO. REVISIONS DATE Rocky Mountain Prestress 405014 t SECTION / DETAIL- , GRID 3/4" TYP. OPING , DT DECK 43D• I A BY TO OT E Q 4T.O. TOPPING > _ _ T.O. TEE ( " — r, _ - - - I � /RE: PLANS 1 2 \. , /21.5LB33 @ SIM. 21.5LB33 0 SIM. 291T833-16 2911833-16 N TYP. P- 304 H ri II I II II II -mil � � TYR E 1 49 L ' i--T lam, 31 18" x 24" COLUMN A V PROJECT THE ARRABELLE DRAWN CHECKED �/� BY: CEH BY: �'� DATE: 6/17 DATE: _� JOB NUMBER 35 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- GRID E- 20 TOPPING 4" 1" 2" BY OTHERS yf ° / 9 yy CD 346 9., \ N 2" w 43• E > DT DECK T.O. TOPPING 1 i - Iry T.O. TEE - - - ,r - - - - - - - � `rRE: ELEV. , I . N_ P- F- 113 202 21.5L833-16 I CNTR'D IN 5/6 / 5" °' COLUMN TYP. N P- 303 n II II II E- ___ . 7 49 1== S- I I 32 \\\\ III J 18" x 24" COLUMN A V PROJECT THE ARRABELLE DRAWN CHECKED /\PROJECT CEH BY: �'� DATE: 6/17 DATE: _� JOB NUMBER 36 ENO. REVISIONS ,DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- . C.9 TYP. CO 7y" DAP 7" 7" 7y" DAP TOPPING 6A r r ,� r BY OTHERS a - a" T.O. TOPPING p r T.O. TEE — ' I i == RE: ELEV. w Q ,yet.--t II4-n I I i I _� d'U'lI St J-t it�t{u�rt�t > -1F-ii 4'F-'F,'FaGtlAp �i I, QWaG�FF-FpriIF=1F M 1111 Il k I II Ih II 1 I 11II 1 In I '� I W II 11 III II I I ',II!1 I 1 1 I u u I I! I II I I I 1 It 1 ft II I FFF ttttu tltttntA • qFaF ILJLJL ! !�I{ II 1 I4JLJUL 7r7r7r 1 { L -{i- iY 1t7^7r II II II _ I! I! II II II ... -- oo} I I -1 -4f--16 r 0_I dL-11 �l_ II II II SE— co 0 IC II I! 1)72-4----- -j' — 6 \ " -----DTT. w E— I w 40 TYP. SZ- 2 291TB33-16 (2) PER LEG ' TYP. 7Y" 7y2" r LEDGE / 7" r 7" / LEDGE r 2-5" PROJECT THE ARRABELLE DRAWN CHECKED �'� DATE: 6/27 DATE: _� JOB NUMBER ` 37 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- ., 2'' 5" L_ /4,.1 9 L 3/8„ / 5„ REC. P- P- 2" 208 230 E- ir fr "JT EXTERIOR OF BUILDING A 2" 5" 1/4„ / g„ 3/8„ / 5„ REC. P- P- 2" 208--\\ [230 ET- r 9 I /4"JT EXTERIOR OF BUILDING 8 .../A, DROJECT ARRABELLE DRAWN CHECKED gY: JAKE gY: DATE: 6/13/05 DATE: JOB NUMBER 43 ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL 2 ' E- 5" i 3� l20 "JT 6 , 9" TOPPING BY OTHERS T.O. REFERENCE F.F. _ _ _ 546" /5"1\a T.O. TEE 7. /7 II RE. PLAN P- 1 P- 113` 202 o i P- II 121 H DT24 c `I 4b T.O. S-6 ` - RE. ELEV. S-7 _i 1/2" X 5" X 5" E- RE. ELEV. MASTERCORD 40 S- 7 S- 7,. 6 y CONC. COVER 7" X 1'-1" X 9" WIDE 1/2" CHAMFER ALL EDGES VARIES f 7 S-6 WELD REQUIREMENTS: 1''' / 8" ® \1/4..., 14" ' / 8" PROJECT THE AR DRAWN CHECKED �� BY: JAKE BY: DATE: 6/14/05 DATE: _�` JOB NUMBER 50 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- , 2" E- 5" 2s 20 J� „JT 716" ✓ g.. 4 2 TOPPING BY OTHERS- T.O. REFERENCE F.F. 5/6" / 5" T.O. TEE - RE. PLAN P- P- 113 j 202 0 I � N P- 121 I! T.O. S-6 DT24 c RE. ELEV. O _ Q. S-5 �1 X 5" X 5" E- - = RE. ELEV. MASTERCORD 40 S- 7„ 5 6 r i CONC. COVER 7" X 1'-1" X 9" WIDE 1/2"" CHAMFER ALL EDGES y VARIES 7 S-6 WELD REQUIREMENTS: 7;4" V 1/ . 8., 14 8.. \ JAKE / PROJECT THE ARRABELLE DRAWN CHECKED DA �•� DATE: 6/14/05 DATE JOB NUMBER 51 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 5- TYP 5 STEEL & CONN. cn BY OTHERS L!, 1 1 SE EXTERIOR OF BUILDING 1'-0" r r %q."JT I,r ? 4/ 4/ SE-3 SE 10" —3 2° Alt V ,fre „1- 1 STEEL OMITTED FOR CLARITY N) N SECTION '\ DA: PROJECT THE ARRABELLE DRAWN JAKE CHECKED DA �� DATE: 6/15/05 DATE: JOB NUMBER 52 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— STEEL, SHIMMING & CONN. BY OTHERS T.O. WALL T.O. STEEL RE. ELEV. W>: N W N J W C_ = I I I S- yl II 10 H ___I__ ® s- u SIM 2 ---/V-- EXTERIOR OF BUILDING LI" r 1'-0" PROJECT THE ARRABELLE BDRYAWN CHECKED z\PROJECT JAKE DA �`� DATE: 6/15/05 DATE: _� JOB NUMBER 54 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- . STEEL, SHIMMING & CONN. BY OTHERS w > N W _w Y uj T.O. STEEL , RE. ELEV. S- 10 @ 5- SIM 36 1 EXTERIOR OF BUILDING @ S- SIM 37 ` 6" PKT 1,-O" f PROJECT THE ARRABELLE BY CHECKED A/� BY:: JAKE BY: DATE: 6/15/05 DATE: . JOB NUMBER 55 ENO. REVISIONS ,DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— `o„ 5°r 1 t/" EXTERIOR OF BUILDING ,' P— REC. __ _ _ 208 2" , E— o S- 28 3/8 , 5,, PROJECT THE ARRABELLE DRAWN CHECKED /� DA JAKE DATE: DATE: 6/17/05 DATE: `� JOB NUMBER 56 NO. REVISIONS DATE Rocky Mountain Prestress 405014 • SECTION / DETAIL- . STEEL, SHIMMING & CONN. BY OTHERS T.O. WALL T.O. STEEL ELEV. = 8126'-1" I I I I I I I I I I I I II 27 II / \ EXTERIOR OF BUILDING V 1'-0" f � 6 � DA: JAKE DA: PROJECT THE ARRABELLE DRAWN CHECKED DATE: 6/18/05 DATE: JOB NUMBER 57 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SEC110N / DETAIL- 1,/2., GRID 8 > 3/8" /11" 44" 1,70" 12.. TYP 1"JT TYP S- A , 29 V P/C NALL __ � p- TYP 214 )) <YP c = - /8 / 8., 18"x18" 7 COL. TYP E v EXTERIOR OF BUILDING A GRID 1�/., r 5" �4" "y4 � 5" 2 8". 3 . 1,/ /8" /11" 2 TYP. P/C WALL TYP p- TYP 209 P- 210 3 ,. /11" /8 ' J� ii is 203 18"x18" COL. � PROJECT THE ARRABELLE DRAWN CHECKED ^ BY: JAKE By: --�/�'^\\ DATE: 6/18/05 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 59 SECTION / DETAIL- E- 5" 4E / 9 20 ,i„ 2" / 3 /T 6" F-212 TOPPING BY OTHERS // T.Q. REFERENCE F.F. — _ 5/6 5' EL = 811S-0" - T.Q. WALL J J H T.O. TEE EL = 8112'-71/"" F- 1L F- T.Q. WALL TO TEE 2 113 H 1 212 CONN. BEYOND F- H--\121 H DT18 = -T.O. S-6 1r:===JTl EL = 8111'-1' „�„ : o EL = 8110'-9114" ' 1/2" X5 X5 E- �� MASTERCORD 40 '- j S- S- 7 7 6 , , n CONC. COVER \�/- 7" X 1'-1" X9" WIDE 1/2' CHAMFER ALL EDGES 8 r 1'-6" @ SIM S-6 WELD REQUIREMENTS: 1/4- g„ 14„ 8„ 14„ /8'' .1 J PROJECT THE ARRABELLE DRAWN CHECKED DATE JAKE DA DA 6/18/05 DATE ...../\........ . JOB NUMBER 62 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL 2" -411 5 IS 3 4"JT l6 / g., 6'' P-212 2 TOPPING BY OTHERS 5 , .T.O. REFERENCE F.F. its /5" — \-1---- '1' EL = 8113'-0" r - - - - - - - - - T.O. WALL T.O. TEE • EL = 8112'-71/2" P- P- I T.O. WALL TO TEE 11 3 r 2121 CONN. BEYOND P- II 121 II _T.O. S-6 :-r DT18 — — — — EL = 8111'-1" _ © I CL S—5 i /2" X5" X5" E— �. _ - `' ,'' MASTERCORD 40 >V L = 8110'-7" = - S- S- 4 5 7 6 riv CONC. COVER 7" X 1'-1" X 9" WIDE 1/2" CHAMFER ALL EDGES 8" 1'-b @ SIM S-6 WELD REQUIREMENTS: 1/., 4 li g" '411IL.,„,,,,h1/4., 1/4. j 8„ �j4, / 8'. 1 PROJECT THE ARRABELLE DRAWN CHECKED / BY: JAKE BY: '� DATE: 6/18/05 DATE: JOB NUMBER 63 NO. REVISIONS DATE Rocky Mountain Prestress 405014 , SECTION / DETAIL— 8„ 6" 2" PKT TOPPING BY 1"JT OTHERS 68 T.O. TOPPING ELEV. = 8113'-0" T.O. WALL ELEV. = 8112'-8"" .1 6" DAP S- fi o 45 II II II p \ ° Q \__ E- ,- ° 46 u 21.5LB33 U N__ S- 43 U TEES FAR SIDE P/C OMITTED FOR CLARITY SPAND. \ PROJECT THE ARRABELLE BDRYAWN JAKE BCHY:E CK ED _�`� \. DATE 6/24/05 DATE JOB NUMBER 67 ENO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— 0 O N TOPPING BY OTHERS T.O. WALL ELEV. = 8112'-8" CD / 34B ____ x SEC> E / l��J - '� - - J -� II l- / II B.O. �TYP E- ® BO 41 PKT 202 21.5LB33 it I II 43 P/C SP AND. TEES OMITTED FOR CLARITY 1'-4" P- TYP PKT [202 � 1 21.5LB33 SECTION PROJECT THE ARRABELLE DRAWN CHECKED � DA: 6/2 DA DATE: 6/24/05 DATE: JOB NUMBER 68 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- 1'-6" / r 10" 8" / r 7 ._1\/__ 2" 5" �j / ,-- 4 / 9 1 2" REC. S— 3/8„ / J„ 2" 44 \ co E— 4"JT\ P- A g 202 / 2—2 k / 8" / 10" 8" r ___N___ 2 5„7 L > ir G„ 2 P- REC. ( S— 202 j/- 2” 44 ---\ y co _ x ,:o E- 4 No,„„„ g 3/8" / S„ ® ✓ PROJECT ARRABELLE BY: CHECKED �� BY: JAKE BY: DATE: 6/24/05 DATE: ./\..d\\4/ � JOB NUMBER 69 No. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- , 9.9 TOPPING BY 9 9 OTHERS\ 48RB44 S- 65 _ T.O. PILASTER EL = RE. ELEV. S- TYP 34 i i i 18" x 36" PILASTER L Li U L PROJECT THE ARRABELLE DRAWN CHECKED /� BY: JAKE BY:6 DATE: 6/25/05 ,DATE: JOB NUMBER 70 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- / 8,. 6"86 PKT �2 TOPPING BY 1"JT OTHERS 87 @ M T.O. TOPPING ELEV. = 8113'-0" T.O. WALL ELEV. = 8112'-9"‘ r 291TB33 LEDGE 6" o HOLD BACK�' ° I n 5- II 45 II 01 I0 I I II E- 1 I 46 I I TEES OM11ILD I FOR CLARITY II S- 48 P/C WALL � DA: JAKE DA: PROJECT THE ARRABELLE DRAWN CHECKED DATE: 6/27/05 DATE: JOB NUMBER 85 NO. REVISIONS DATE Rocky Mountain Prestress 405014 • SECTION / DETAIL- N N TOPPING BY S2`J N (. 1 OTHERS c_--,.1 T.O. WALL M 'ELEV. = 8112'-9" ,:-° o SEC -_ �� P co _ -, P— p 229 1 1 2l9ITB33 II 1 I S— II 1 43 I I II -*- P/C \ I, WALL TEES OMITTED E FOR CLARITY 9 , \ TYP P- 1'-4" ` 229 \ PKT\/ 1 C r— p (o II ` L\ c,_I I I -_ ` Lc co N ie.' I 1 ! C' 5" \ 1/4" U 291T633n SECTION /� DATE PROJECT THE ARRABELLE DRAWN CHECKED � JAKE DA 6/27/05 DATE JOB NUMBER 86 •NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- N Q_3_5) N 1 a TOPPING BY a OTHERS cl _ � \ y T.O. WALL ELEV. = 8112'-9" M -..-- rry _ ___=(--pD, \._ P- ITYP 2291 291TB33 u II II II II II II it 19 ,li I P/C II II n WALL \v, 8" TEES OMIT ILD E_ FOR CLARITY 9 --- r 1'-3., P- TYP PKT / [229 � . -,..c) :(-__:i f !!�--L, (N , - _' u 14" / 5., ^291TB331 SECTION PROJECT THE ARRABELLE DRAWN CHECKED ......"......... �� BY JAKE: BY: ` DATE: 6/27/05 DATE: JOB NUMBER 87 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- ® C- fE I/„ x 5" x 5" 7 14„ 5„ 1" —TOPPING BY OTHERS T.O. WALL \ I 'vELEV. = 8106'-10" i , , I e a 41/ 1 P/C FLAT SLAB N TYP P— N 202 5" 3" UP-202 f f1 CIP OMITTED ,H P/C WALL FOR CLARITY 8" r 1 �\PROJECT THE ARRABELLE DRAWN BY: JAKE CHECKED BY: — DATE: 6/27/05 DATE: JOB NUMBER `NO. REVISIONS DATE Rocky Mountain Prestress 405014 88 SECTION / DETAIL- .® CIP BY OTHERS TOPPING BY CIP CONNECTION ti OTHERS rr BY OTHERS T.O. WALL --- - - ELEV. = 8106'-10" � P/C FLAT SLAB RE. ELEV. P- FOR LOCATION 218 i P/C WALL i r 8" 6 PROJECT THE ARRABELLE DRAWN CHECKED DA: JAKE BY: �•�\ DATE: 6/27/05 DATE: JOB NUMBER 89 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL 8.. / 6" 2" PKT 1"JT 91 _\/\___.1 291T829 I I LEDGE 16" in HOLD BACK ' I c 1 N N 1 5- I II 45 II II H 0110\I I H \_._ E- H 46 III I I I TEES OMITTED FOR CLARITY II s_ 43 U P/C WALL —N— PROJECT THE ARRABELLE BDRYAWN^ JAKE BC1-1YECKED /�\ DA TE 6/28/05 DA TE JOB NUMBER 90 ,NO., REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- . 90 N p) N N N N a_ ■ d ( ' \ ( 4 aD .z. ____!i a e, ___-, Y a_ P- TYP co 229 1 N 2911829 It II S— I II 43 P/C II WALL I TEES OMI I ILD t_ FOR CLARITY 9 1'-4" , TPKT / [ P_ 229 11_ft � � ii� (7-:' i; ,_,..N \ , I 1 d I X14., / 5., n29fT629 SECTION PROJECT THE ARRABELLE DRAWN CHECKED ==� ^ D JAKE ......../\="4 .. DATE 6/28/05 DATE JOB NUMBER 91 ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- _. 8 / / T.O. WALL T.U. STEEL h 1 ELEV. = 8126'-4�� 4T 1 i 1 1 1 1 1- i 1 STEEL, SHIMMING & e .,_, CONN. BY OTHERS �' 1 i i II „ y 111,1N 111 111 56 PAC WALL r.-- �(11j PROJECT THE ARRABELLE DRAWN CHECKED BY: JAKE BY: / DATE: 6/29/05 DATE: .y\..., ,.. 11 ... JOB NUMBER 92 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- STEEL, SHIMMING & CONN. BY OTHERS T.O. WALL T.O. STEEL I \ RE. ELEV. N W I C NJ \/ W Cl_W II II s I 1 57 li P/C WALL :' PROJECT THE ARRABELLE DRAWN CHECKED �� BY: JAKE DA: DATE: 6/29/05 DATE: JOB NUMBER NO. REV!SIONS DATE Rocky Mountain Prestress 405014 93 SECTION / DETAIL- 2., s 4 3 a"�T 3 E- /fi /8., /g , 4" 3 2° TOPPING BY OTHERS T.O. REFERENCE F.F. - °- P_ ot EL = 8113'-0" _ 212 Ln s T.O. TEE J T.O. WALL EL = 8112'-6 EL EL = 811 P- 113 • E- \ 1/" , 4" 2 b C/ 2 ' 21/2" P- 1 1 3 ��4„ D„ < 4.. 121 /., 1 �I T.O. SLAB 22" - DT24 ( RE: PLANS T.O. S-6 ' • EL = 8110'-6" ,��,�,,,, ===v - - O \ EL = 8110'-21/4. E- ` — — — — 40 1 i i j 8" P/C SLAB 7 P 6 , S- _ 0 100 'co CONC. COVER 7 202 - 7" X 1'-1" X 9" WIDE 1/2" CHAMFER. A E- ALL EDGES 41 1'-0" 5., (3) PER SLAB / r / S-6 WELD REQUIREMENTS: 1/4 ✓ 9 y4 , 6 �j4" 6 PROJECT THE ARRABELLE DRAWN 'CHECKED � BY: CEH BY: '\\ DATE: 6/27 DATE: JOB NUMBER ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 95 SECTION / DETAIL- C.9 TOPPING TYP. CD BY OTHERS 6A fly" DAP J 7" / 7" 7y" DAP k ��� 4 T.O. TOPPING T.O. TEE _ — � — - - - - RE: ELEV. c,,� I 7----- ----i_t HI,_ ' 'H FaCaC�P H II ?� tn I III Ili II Il I 11 11 1 1 1 I I I I FFF ttJtnh ,* JLJLJLLI� I I 'I I-'I II I I--LF--rte-U� 't II II II I I II ,I ,I '- DT18 II II II o _- 4._m_P SE- .72-4- Z- - 6 40 - In ° 40 S- 54 (2) PER LEG I 291TB33-16 7Y„ 7Y„ LEDGE / 7" / 7" / LEDGE 2'-5" PROJECT THE ARRABELLE DRAWN 'CHECKED -=��^ BY: CEH BY: -�-,\\ DATE: 6/27 DATE: - JOB NUMBER 96 ,NO. REVISIONS ,DATE Rocky Mountain Prestress 405014 . SECTION / DETAIL- B.9 TOPPING TYP. 7Y" DAP 7" 7" 7y" DAP , BY OTHERS CD / 3 r /�3 " r > 6A /4 - - - - T.O. TOPPING _,. - - - - - - - . - .T.O. TEE RE: PLANS = - �. II II II II II I II , T II II -',7,L _.....__ . II I l II li II it II I II II 11 u u LI U 11 - 11. � � _......�... -'`' DT1 8 DT18 E_ (2) E- '�- E- 40 5 `i E- :. S- i 0 40 S- r 54 54 I 291TB29-16 7Y" 7Y" LEDGE 7" 7" LEDGE / / / / r 2'-5" PROJECT THE ARRABELLE DRAWN CHECKED BY: CEH BY: . y#\/\\./% DATE: 6/28 DATE:• JOB NUMBER NO. REVISIONS DATA Rocky Mountain Prestress .. 405014 97 SECTION / DETAIL- „ 16 a 1° DT DECK 1 9 t 9 If TOPPING BY OTHERS /r 26 w Er- TOPPING - - - - - - T.O. TOPPING, BY OTHERS _ - ( - 1� MI T.O. TEE, r - - - - - - - - - 8112'-71/2„ 9 7 -1 CD N N \ 43A R N N < w a_ T.O. TOPPING T.O. TEE - - - RE: PLANS - \ 202 i CNTR'D IN 1 COLUMN TYP. 291TB29-16 In 1 N P- 304-N 11 N II I I I a _ III _sT.O_ S-32 , 8108'-81/, F—r - 49 C r 4.7)4.7) S- t------ '---- Lirl 32 ` LJ N 18" x 24" COLUMN V PROJECT THE ARRABELLE DRAWN CHECKED ^ B DY: cal - I/ " \\ DATE: 6/28 DATE: JOB NUMBER oNO. REVISIONS DATE Rocky Mountain Prestress 405014 98 SECTION / DETAIL-- 14 9'-9" (N.T.S.) TOPPING 3 „ 3 BY OTHERS f g I r 4" / 1'-2" / c P-212 108 CD T 46 T.O. TOPPING * _ , T.O. TEE 1 T.O. COLUMN RE: PLANS - - - - r- — II II O.H. II 8112'-5/ II H II I P- 43D, Cy:/". II 1l , 212 H Li CNTR'D T.O. TOPPING. N 8111'-7" ' w T.O. TEE, - - - RE: PLANS ' 1 "' 21.5LB39-16 P- P- 202 291TB29-16 304 CNTR'D IN II COLUMN II N 9„ N II II II II T.O. S-31 , - '` II I II 4- 8109'-11/2” � o L-' it E— �I II 49 l'i l II 31 ' ' 18" x 24') COLUMN /v PROJECT THE ARRABELLE DRAWN CHECKED �^ BY: CEH BY: /� DATE: 6/28 DATE: _� JOB NUMBER 99 _ND. _. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— @..._'D TOPPING TYP. 7Y" DAP 7" 7" 7Y" DAP BY OTHERS CD / 3 °T r 1 " r /4 4 > 6A T.O. TOPPING .T.O. TEE r RE: PLANS rr= - - _ II II I - = II 11- II I II , I Il \ II I II II II ' II I II II I II u L u L J u a --a .Al� DT18 t- I DT18 40 S- TYP. o 54 TYP. I 291TB29-16 y , 7y" 7y° / LEDGE r 7" / /7" LEDGE r 2'-5" / r PROJECT THE ARRABELLE DRAWN CHECKED �^ BY: CEH BY: �`\\ DATE: 6/28 DATE: JOB NUMBER 100 ,NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- _ < E— BEYOND 14„ /4„ 2 t 2/2„ OP- t/4- /9„ 4" BEYOND O 2t2„ BEYOND P— P— BEYOND 202 100 r._ ro T.O. SLAB G J — — — RE: PLANS ' 8'11P/0 SLAB °o (2) © 16" O.C. P— P— (2) @ 16" O.C. 218 218 1" CONTINUOUS RECESS EXTERIOR OF BUILDING ..— E— 4" X4" Xt/„ X2'-9„ 16 1,-0" r r PROJECT THE ARRABELLE DRAWN CHECKED w BY: CEH BY: ' \ DATE: 6/29 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 103 SECTION / DETAIL- ! , k4" � tn P- 212 P / . -. _____‘,. 202 16 C_3_?) 34 9.. 9.. 3/4" CD / t/ 46 GL P-212 r 1'-2" 4" E / / Q _ _j_ _ _' _ _ T.O. TOPPING T.O. COLUMN —� 8112'-8/2 8112'-512 TOPPING — — — I\ T.O. TEE ok BY OTHERS— II II N II II RE: PLANS v-, 26 212 I II EE T.O. TOPPING > LI '.T.O. TEE 1.1317 8111'-2�/' _ _ _if� -- 291T833-16 ( o 0 0 -x N E I oN w P- c-4 LI [1 304 ci � II 11 DT DECK I II n II n — S-32�y P— 11' r 202 8109T.O.'-6�/" CNTR'D IN l -442 E_ COLUMN TYP. 49• I S- li 32 II 18" x 2i" COLUMN vn PROJECT THE ARRABELLE DRAWN 'CHECKED ^ BY: CEH BY: ....../\,. DATE: 6/28 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 104 SECTION / DETAIL- F— B.9 202 � " CD E_ 7 7, r 6A TOPPING 2 / 14^ V 4,, BY OTHERS 21/2" _ — T.O TOPPINGS I _ 4 II I w T.O. TEE �j4" , 9„ 'N II RE: ELEV. 2ti/2 1y' H H IF II I BEYOND P— II H II II II II 100 uiu U n U o // I a T.O. SLAB o o, 4 // ' RE: PLANS = — = i/ F- �� ===_v 1( 121 co :" P/C SLAB II i II DT24 ____ (2) @ 16" O.C. F— E— J 218 . 40 w 1" CONTINUOUS RECESS o I w L 4" X 4" X X1/2 X 2'-9" l6 21.5LB39-16 (2) @ 16" O.C. F- 218 7y 7" 7" LEDGE / / r PROJECT THE ARRABELLE DRAWN CHECKED �� BY: CEH BY: �� DATE: 6/28 DATE: JOB NUMBER ONO. REVISIONS DATE Rocky Mountain Prestress 405014 108 SECTION / DETAIL GRID) TYP. 34E- TOPPING 6A , / r 7„ r T.O. TOPPING BY OTHERS - - - - 4_ - - - - ,S sT.O. TEE NT -- _ -------- - _. - - RE: ELEV. w EE 11 il 11 ' Ali II 1 11 ., II if II \\\\11 II I. ;. li. Li \i II II it I 7 u L DT18 11 �' DT18 — - N P- 3 E- 121 - 40 <r CD TYP. TYP. I o w J 291-1E33-16 I 7y" 7y2", r LEDGE r 7' r 7" r LEDGE r r 2-5 PROJECT THE ARRABELLE DRAWN 'CHECKED ==l�w BY: CEH BY: �' \ DATE: 7/5 DATE: JOB NUMBER NO. REVISIONS DATE Rock Mountain Prestress 405014 109 SECTION / DETAIL- it 11" X 3" X 0'-3" E 7 E- (2) @ 16" O.C. P- 16 RE: PLANS 207 ly P- 434" JT. 300 T.O. TOPPING 8113'-0" T.O. SLAB T.O. TEE 8112'-9" K; P/C FLAT SLAB 3" 346" , 3" 3/i 5 5., 3/5 , 5., PROJECT THE ARRABELLE DRAWN CHECKED BY: CEH BY: DATE: 7/5 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 110 SECTION / DETAIL- GRID i 4'-0" / 8" PKT. 8" PKT. TYP. " CD 7" 1' I l 7" 6A '`' TOPPING 1 "it r BY OTHERS - - S-69 T.O. TOPPING - - - - T.O. TEE RE: ELEV. W II 1 (I II l 17' `i_J , ' `I III 11 II III II II � _ _ _ _ it II II `� �; II II H II H II _ 300 u u u u 0/4" Y 91," )1 4" 4 r DT18 S- c., N P- ii 69 1 121 L, S- ((16 ® 4" O.C. TYP. 66 1 CNID ON S-68 E L ter. ri E- ,--) H 40 `V TYP. 1 S- 68 48RB44 - + 48RB36 ` \ OR 48RB44 2'-0" 2'-0" y / /fPROJECT THE ARRABELLE DRAWN CHECKED ,\PROJECT CEH BY: DATE: 7/5 DATE: JOB NUMBER f11 `NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— GRID . Op k / 4'-0,. TYP 6p, 8" PKT. TOPPING I 8" PKT. BY OTHERS �,, r T.O. TOPPING 7" - - - r sf - - - - rt � r it T.O. TEE /r\ RE: ELEV. w II II 1 1 III l l II , H H II II \\II II II I II II II ;'n 1 \I II II II II Ur u It u U u 9y. 9)" ii r r DT18 II " DT18 -,,—_ I _ P- ii II 121 TYP. � ' 1 E- S- 40 66 `V TYP. TYP. I 48RB44 2'-0" r 2'-0" r I PROJECT THE ARRABELLE DRAWN BY: CEH CHECKED ^ BY: DATE: 7/5 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 112 SECTION / DETAIL- 0 / 2'-1" / 2'-1" / BEAM BLKT TOPPING BY I CO_, OTHERS\ Q LL co I 114 I ' ' I ' II II II I II TYP S— II 48RB44 I 48RB4411 11 `� 65 11 TYP SE— ►. i J s, 7 48RB36 L _ II I fi FAR SIDE H — a T.O. PILASTER ri EL = RE. ELEV. S— TYP I 34 18" x 58" PILASTER r 9 r 9 1 PROJECT THE ARRABELLE DRAWN CHECKED �^ DATE: JAKE DATE: DA 7/6/05 DATE: JOB NUMBER 113 ENO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL- . , 8 2'-1" 2'-1" BEAM BLKT L2'-0" 2'-0" r V 48RB36 300 iv; 1t� -(I I ( 1�" / 7„ <14" 2 E 3/g„ X 4" X 0'-4„ 1 - V4 / 4 / 11/2 I� i K1 " 1/2„ 1 II II I it it, , r ..1 ::::,41., ( I ~ 1 Ai r„.., . 1 1 P- T1P N _i 202 © I eta > Ia�I I o 1 _ J CD N I I 40A 48RB44 I 48RB44 1 113 P/C WALL W/ 18" X 58" PILASTER V 8„ 1„ PROJECT THE ARRABELLE DRAWN BY: JAKE BY CHECKED ...y\....... ^ - DATE: 7/6/05 DATE: JOB NUMBER ENO. REVISIONS DATE Rocky Mountain Prestress 405014 114 SECTION / DETAIL— 9.9 I ITB OMITTED FOR CLARITY 9" 9" / -.4 /m 1/4„ /5,, T Q w TYP P— _ o \ m 229 n - = 18"x24" ∎ tt ii ° J, COL. co =L 0 co f N N E— �1 N 9 1'-17" BEAM BLKT 0 \ \ 1 N 1 70 I 1 48RB44 I P/C WALL W/ 18" X 36" PILASTER _/\/__ 8" 1„ 8" 110" I PROJECT THE ARRABELLE DRAWN CHECKED ^ DA: JAKE BY: ` DATE: 7/6/05 DATE: JOB NUMBER 115 NO. REVISIONS DATE Rocky Mountain Prestress 405014 SECTION / DETAIL— 1,_0„ 6" 6" PKT 1"JT TOPPING BY OTHERS T.O. TOPPING `T RE. PLAN I d I i 1 I I I � M M � I') P- 304 1 II I III ;N 24RB36 = — II fLi E- 46 1 43 Li P/C ■ EXTERIOR OF BUILDING WALL PROJECT THE ARRABELLE DRAWN CHECKED � DA: JAKE DA: DATE: 7/6/05 DATE: JOB NUMBER NO. REVISIONS DATE Rocky Mountain Prestress 405014 116 STANDARD DETAIL- Rocky Mountain Prestress ► Z° t6 3 3 8 t6 1t 71 I I I 11 I I II II I I I II II II I I II II L I I U CD ` 6A 6B 111 8" X 4" X C-10" _���=- II 1I I II I II I II II I 17- 1I II 111 II II I II II II I II L LJ Li u P- 112 P-112 P-111 CAPACITIES CD-6A CD-6B E rX6X0'-6" Y 0 Xn= 12.53 KIPS 17.82 KIPS 0 Yn= NEGLECT NEGLECT 0 Zn= 2.60 KIPS 7.47 KIPS O 0 O 0 iliMi 1,„P4110• D.A.S. ��� ,• 11 11 0 - ° 111 X it H ° ' ° II II ` L (2) 4—L-0106 (4) Ti" 0 X 10 D.A.S. \ E g X 6 X 0'-6" ISSUED 1 1 —02 °y' TEE LEG TO CD REVISED BEAM STEM CONNECTION 6_ 0 �� STANDARD DETAIL- Rocky Mountain Prestress E— E8" X4" XC-5" 16 / 5 20 w/ (1) 4-0U-0209 P- 202 ( 15"2" CTRD. ON 3„ 9/ DECK 1s 0 - ' ,Er -\ 2" { P- 113 P-202 CAPACITIES Y 0 Xn= 18.23 KIPS (2) 5-0206 ► 0 Yn= NEGLECT 8" X 6" X 6" 0 Zn= 32.01 KIPS I O O I.—i, g"0 X 1g" H.A.S. ��g X 4 X 0'-8" �A �� X I Z (4) 2"O X 6 H.A.S. 41, ISSUED 1 1 -02 TEE FLANGE . CD REVISED TO WALL CONNECTION 9 Q STANDARD DETAIL- Rocky Mountain Prestress Do- P- < E- 31 4-0004 1 15 auwiwor— /Ns) j■romilin 1(i-- 4' NOM. JT. DETAIL CONDITION LETTER A MIN. RADIUS IS CD-10A REVD FOR OFFICE TEES NOT EXPOSED TO PUBLIC VIEW 2" CHAMFER IS REVD CD-10B FOR PARKING STRUCTURE TEES EXPOSED TO PUBLIC VIEW P-115 CAPACITIES 0 Xn= NEGLECT 0 Yn= NEGLECT 0 Zn= 15.27 KIPS // 4—OU-0209 ' 4111110 X ISSUED 1 1 —02 DOUBLE TEE FLOOR CD REVISED JOINT CONNECTION 10_ A STANDARD DETAIL- -_"\\ Rocky Mountain Prestress _ I L- E= _ , P-202 = CENTERED P-202 ON P-208 CENTERED ON P-208 INSIDE CORNER NW INTERSECTION 34B 208 RECESSED 2" P- 202 "I STANDARD PLATE RECESS FHB II= _ — I 45' BEVELED t" _ = i 12 141=1"' .1.41111111 5., 1s" V 8 ly" 2 33" , 5 9 � 2" X 3" X 0'-5" P-202 P-208 CAPACITIES 0 Xn= 18.23 KIPS © O ,6" 0 HOLE Y 0 Yn= 34.93 KIPS C - J 0 Zn= NEGLECT O © 16" 0 HOLE !E g" X 6" X 6" C _ ___1 1 "11111 fE 2" X 4" X 0'-8" .� x (4) Z" 0 X 6" H.A.S. 6-0300 ISSUED 1 1 -02 WALL PANEL TO WALL PANEL CD REVISED VERTICAL CORNER JOINT, LIGHT 34_ n STANDARD DETAIL- .....//\_^Rocky Mountain Prestress P-214 P-214 CENTERED CENTERED ON P-209 ON P-209 INSIDE CORNER 13 A INTERSECTION 36B 209 RECESSED 2" P_ STANDARD PLATE 214 RECESS FH9 45' BEVELED r — — 2111,isiANK AIPAIIVII < 8" 5- / 11 2 �/ i., 8 C E1 -0 E - " X3" X0-8" P-214 P-209 CAPACITIES 0 Xn= 40.50 KIPS i re 2" X 6" X 0'-10" 16" 0 HOLE Y 0 Yn= 58.18 KIPS C — _ 0 Zn= NEGLECT C = I 0 Ilk 11.IIIIIIk .TrilliMmlil -----7---• 16" 0 HOLE CTR'D E 2 X 4" X O—10" ``�I I• (4) ," 0 X 6" H.A.S. 6-0300 ISSUED 1 1 -02 WALL PANEL TO WALL PANEL VERTICAL Aft REVISED CORNER JOINT, HEAVY 36_ n j\� STANDARD DE 1AIL- Rocky Mountain Prestress 3" 4�" / 4 C1" I �/ 00°- < 3" RECESS 1" P- 4 / 4 1" WITH FH1 D 210 4„ 3 II II H 4" ✓ 3 H II II C I1 II \III it P- II II 21 1 II II \ CD-37A E-11 fE g X 2" X 0 -3" U U CD-37B E-1 fE g"X 3" X 0'-3" P-211 P-210 CAPA FliES A B (4) i" X 10" D.A.S. S, p 0 Xn= 9.72 KIPS 6.03 KIPS " /oN Y 0 Yn,23.76 KIPS23.76 KIPS ■ `o 0 Zn= 5.36 KIPS 3.62 KIPS 0 2" 0 X 2" H.A.S. Amoillr 0 I li 0 fE g" X 4" X 0'-8" Imi'\ 5-0200 '. • mac• Z X ' ---�--- & 5" X5" XB" X0'-4" ISSUED 1 1 -0 2 CD WALL PANEL BASE CONNECTION REVISED W ,L, STANDARD DETAIL- _._._ Rocky Mountain Prestress r.it al I I 'At Ilia II II CD NO BLOCKOUT 40 FH8 BLOCKOUT 40B 1t" 2 4. ," • 7 4 }" 2 ® 1Ei" X4" XC-4" I II iik P- 300 P-300 CAPACITIES Y 0 Xn= 1.95 KIPS (3) Z" 0X24" D.A.S. 1 m Yn= 3.13 KIPS 0 Zn= 3.92 KIPS „ / b5" X3" Xg" XO'-6" _ _ /1------- ----=-- Pill] ft ritaftftm■ -• jx 1 ISSUED 1 1 —02 CD ERECTION WALL CONNECTION REVISED 40_ STANDARD DETAIL- ____,\_.\_________ Rocky Mountain Prestress 1 1 I ' � I 1 . ! I . , . . ! NO BLOCKOUT 3A F1-18 BLOCKOUT 38 4 201 11" z i„ 4 4 , 7 �1. 1 P- 300 P-201 P-300 CAPACITIES 0 Xn= 1.95 KIPS & 5" X3" X8 XO-6" Y O O i ' 0 Yn= 2.1 KIPS 0 .® ,..... 0 Zn= 1.82 KIPS 1b 0 HOLE / , . . (4) e" 0X4" (3) 2" 0X24" H.A.S. D.A.S. _ Ire__ \ I PLIMII ppr z., X E 8 X 6" X 0'-6° ISSUED 1 1 -02 CD ERECTION CONNECTION REVISED 43- L STANDARD DETAIL- ..."....__.- Rocky Mountain Prestress lz 16" , 7 ]4 1? t3" � 4 C E3 � g X4" XO'-8" 6 s. r 1 300 CTRD. COLUMN PLATE P-300 CAPACITIES Y 0 Xn= 1.95 KIPS C j0 Yn= NEGLECT / ` IN e 0 Zn= 3.5 KIPS (3) 2" X 24" D.A.S. c 0 ram 1 4111 I Op IIII X MI Z & 5" X3" Xg" X 0'-6" ISSUED 11 -02 INVERTED TEE BEAM CD REVISED TO CAP PLATE IN COLUMN 46 n 8 TANDARD DETAIL-- ..._/".._A&EL4N \ Rocky Mountain Prestress STANDARD PLATE RECESS FH8 45' BEVELED \ � 7 X 3" X C'-5" \ a 5 2„\ 4., 9 I J 7 1 P— / 208 P- 230 P-230 if;0 HOLE. TYP. P-208 CAPACITIES -6" Z HOLE 0 Xn= NEGLECT KIPS E I Y 0 In= 35.78 KIPS /(2) 4 X 30" D.A.S. o Ln= NEG!ECT rr — II _T� 1 i-- E 7, x 4" x 0 -8" ' ---'..---- -..4 ( / o-0300 \ Z PillZ;;;-, ' - � I�— P E" X 4' X 0'-10" ISSUED 01 -0 4 Vv'ALL PANEL TO WALL PANEL CD REVISED VERTICAL JOINT, LIGHT 68 A STANDARD DETAIL- ___//Ak■ Rocky Mountain Prestress STANDARD PLATE RECESS FH8 45 BEVELED \ R_ -" X 3' X 0 —E" \ \ \ 2„ 8 \ •4 12 \ j.. 2" � � ‘ 8 / 8 6119911V ' — / / \ 209 P- 231 , P-231 7. HOLE, TYF P-209 CAPACITIES t6 1--- 1fi" 0 HOLES 0 Xn= NEGLECT KIPS ® o 0 0 r iY Yn= 55.80 KIPS �„ 0 3n= NEGLECT (4)R o X 30" D.A.S. — Gaintwomeetzi'-'4111111,111111111_, I E " x 4" x 0'-10" \ --- I 1 1 / 0-0300 'NO-� Pp„ X4" X11,_3„ ISSUED 01 —0 WALL PAf\EL TO WALL PANEL Mk RE.vISED VERTICAL JO I NT, HEAVY lir iw SECTION / DETAIL- , MW r r 1 �r E AT VAIL SQUARE JOB # 405014 , 1. 11 A 11 11 . k,_-____l ■ P- STANDARD PLATE E- STANDARD ERECTION MATERIAL Z- STANDARD INSERT S- SPECIAL PLATES = _ SE- SPECIAL ERECTION MATERIAL SC- SPECIAL CONTRACTOR MATERIAL SZ- SPECIAL INSERT R.M.P.'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 N'PROVE R.M.P. WORK FOR GENERAL CONFORMANCE WTTH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. SUBMITTET FOR APPROML , .. .,,,,4„, „�\\ ,rJ II#i .R l " C:a�` G��o t JUL 0:° 26560 g• 7 2005 '��y�D�•'• ..•�• ,c.; 2 `7 CKY Mt�CUNTAIN PRESTREoS 14,�`SIDNAL I ,s0+3,, 0 j PROJECT ARRABELLE DRAWN CHECKED . y'\. BY: BJO BY: DATE: 6/13/05 DATE: JOB NUMBER ENO. REVISIONS DATE Rocky Mountain Prestress 405014 S PLATE Rocky Mountain Prestress 1'-6" 6" / 3" N) CD \ \ \ (3) 1/2"0 x 12" D.A.S. F y" co 4_ 8" X6" X1/" X 1'-6" BEARING PLATE: W18's THRU W24's QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 4- 8" X 6" X 1/2" X 1'-6" 34.5 3 /2"0 x 12" D.A.S. 2.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 36.5 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-2 NO. REVISIONS DATE, 1 PLATE ...../\___/\,7 Rocky Mountain Prestress g„ • 62" 316/ 1 it „ • /2x912 1 1 6 /2 • I i (2) R 1/2X8 x61/2 z. co STIFFENERS —i 1. y I ii I (2) 3 x 11/2 HAS I 3—U-0206 N 61/2 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E1/., X9" X61/2" 8.3 2 IE 1/2,. X 8” X 61/2" STIFFENERS 14.7 2 3/8„0 X 11/2„ H.A.S. 0.1 1 3-U-0206 0.8 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. EMV 23.9 LB. ARRABELLE CHKD QTY. JOB NUMBER 405014 S-6 NO. REVISIONS DATE f� PLATE Rocky Mountain Prestress 10" • • 2" 6" 2" • 15,. 5„1 • • • I— N ,..,t_ O O • • 0 O co I • O \\CD • N 0-- 1 -• i -- 1„ 2 (2) 12-6"0 HOLE (4) 4"0 x 6" H.A.S. 2 x 10" x 1'-0" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 E 2" X 10" X 1'-0" 17.0 4 4" 0 X 6" H.A.S. 3.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO EMV 20.4 LB. ARRABELLE CHKD QTY. JOB NUMBER 405014 S-7 NO. REVISIONS DATE PLATE Rocky Mountain Prestress l'--2" r 2" 5" / 5" /2 r (D \ m 0 ND \ \ (3) 11/2",0 x 12" D.A.S. AAde co \ A Ar Amu. A 4_ 8" X6" X1/" X1'-2" BEARING PLATE: W18's THRU W24's QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 4_ 8" X 6" X 1/2" X V-2"2" 26.8 3 /"0 x 12" D.A.S. 2.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 28.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-10 NO. REVISIONS DATE °\ PLATE Rocky Mountain Prestress Q x 2"j 10" /2"/ %" SLOTS o ` N /2" 5" f 5" r 2' (3) I1/2 0 X 24" D.A.S. r)� ca TI \ 1/M■IMMEMM., cp I E 1/"x 12"x 1'-2" (3) I/"0 x 24" D.A.S. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 E. 1/2"x 12"x 1'-2" (SLOE ILD) 23.8 3 I/"0 x 24" D.A.S. 4.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 27.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-27 NO. REVISIONS DATE 1\\ PLATE Rocky Mountain Prestress 1/2"0 X 4" H.A.S. ji■Nal■ (2) 4-0L-0206 6" 2r-: I TYP . 3" CD 0 N O J 0 �}- Cl) d 2" 4" START #4—BAR ± c 1 ,i c,, `— , -_) I 1 co ) , , r- I I H.A.S 1 3" r 3" N--fE /"" X 6" X 0'-6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 EQ /" X 6" X 0'-6" 5.1 2 4-0L-0206 3.3 1 �/ 0 X 4" H.A.S. 0.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 8.7 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-28 ,NO. REVISIONS DATE PLATE Rocky Mountain Prestress c 0 0 vi _1d 6" N v � 2 4-L-0108 (, (2) H.A.S. v 0 w v (2) 4-L-0108 1'-1" 7'. :34"ø X 6" H.A.S. E V2' X 6" X 0'-10" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 f[' 1/2" X 6" X 0'-10" 8.5 2 4-L-0108 2.2 2 344^0 X 6" H.A.S. 1.7 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 12.4 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-29 NO. REVISIONS DATE PLATE Rocky Mountain Prestress ° o 5 (4) 8-0210 0 0 (2) 4 I 2 3 x 4"x 1'-10" r2 r2 r co I I STIRRUPS NOT (4) %" HIGH, SPACER _ SHOWN FOR CLARITY )04 M \ Ln O O o o I \ I I , `_ o o in � � L J "'\ " 8,, 1'-6" r 9 rr \ 4" 4" 4" 4" E 3/4"x 4"x 1'-10" MT. TACK, r r r r r / 4 2"y2 r r2'�2" CL (4) 5-0L-0110 TYP. TYP. EA. SIDE C 3,, E _ - - I_ _� - 1 _I_ "' _1 _ I TYP. `' K 144" _ EA. SIDE \ TIE TIE / \ / m / (3) 4–CS-0910 \ / _5., 1 CI 1 10" (8)8 5-0L-0110 I I - L _ - = — — — — J 2'-9" 81/4 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 2 IL 3/4"x 4"x 1'-10" 37.4 4 8-0210 30.3 4 %" HIGH, SPACER 0.1 8 5-0L-0110 15.3 3 4–CS-0910 19.7 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 102.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 , S-31 NO. REVISIONS DATE A\ PLATE Rocky Mountain Prestress ° 0 0 2 y2r o 0 (2) 34"x 4"x 1'-10" CO STIRRUPS NOT (2) %" HIGH, SPACER SHOWN FOR CLARITY ( , T • I ) ( r r) o - O 1 ) i N O I > �. ;r, ) I I I " ,. 8 1,-6" y r r \\ 4" 4" E 3/"x 4"x 1'-10" TAOK> // 14 2"},2 (4) 5-0L-0110 TYP. EA. SIDE 3" [ — — — — — 8-L-0304 — -J 2'-0" / , I I <TYP. TIE TIE IN (3) 4-CS-0804 _5" 1 1 rn 10" 4 5-0L-0110 z• L _ — — J 2'-0" 81/4 QTY. DESCRIPTION WT. OTY. DESCRIPTION WT. 1 EE 3/4"x 4"x 1'-10" 18.7 4 8-L-0304 35.6 2 5/8" HIGH, SPACER 0.1 4 5-0L-0110 7.7 3 4-CS-0804 16.7 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 78.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-32 NO. REVISIONS DATE ____ / PLATE Rocky Mountain Prestress P II IE 1"x 173/4"x 2'-113/4" (16) %" — ox30" D.A.S. _ 2'-113" — / / 53/8" 8" 9" 8" 53/s" D.A.S. / 'I 1 2 4" 2'_7" 2 8' � HOLES r 1'-27/5" 6" 1'-27/8" 1 i, SLOTS 1 1 I d--) (13' ® 1 ® cV 1 1 ® I I - -5 — � \ -4— "— ::-t. I n r -5-- —® ® — 0 -e-- - ` \/ , Cl) Cl) J 4 OJ _O 3/4" CHAMFER TYP. (4) 1"0 HOLE (2) 5/"4 x 3" SLOT ci cil cJ QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 !L 3/4 x 173/ x 2'-113/4" 179.6 16 5/"0 x 30" D.A.S. 41.6 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 221 .2 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-33 iNO. REVISIONS DATE , PLATE Rocky Mountain Prestress k fl E. 1"x 8"x 2'-113/"" (8) 5/8"0 x 30" D.A.S. 2'-113/4" / r r 53/8" 8" 9" 8" 58" D.A.S. r 2 8 y 2'-7" I 28` . HOLES 3/4" CHAMFER 1'-274" 6" 1'-2g" t SLOTS r r , r } 34" CHAMFER i t 1 t _ 1 ® $ N w OJ p J Q (2) 1"0 HOLE (2) 58"0 x 3" SLOT c., E , c , QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 fQ 1"x 8"x 2'-113/4" 81.0 16 %"0 x 30" D.A.S. 20.8 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 101 .8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-34 N0. REVISIONS DATE A\ PLATE Rocky Mountain Prestress 1 —6 / / 3„ 6" 6„ 3" / r / ), r _ - ,'' _r____/ K_ „ <YP 10 O I ( () \ o 0 0 4" 10" 4" 7- (2) 7—L-0302 (6) 1/2"0 x 24" D.A.S. 1'-8" 1'-6" iI co -1°' /1° 1 _.. \\__ L 8" X6" X �/2" X 1'-6" 1'-2" / 1'-6" 1'-2" / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 4 8" X 6" X 1/2,' X 1'-6" 34.5 6 1/2"0 x 24" D.A.S. 8.0 2 7—L-0302 13.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 55.5 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-36 ENO. REVISIONS DATE f� PLATE Rocky Mountain Prestress 1'-6" / / 3° / /6" 6" y 3" r I - 4,. \ \ _ - ___, r____/ ( ) I I () o \ 4" 10" 4" (2) 7—L-0204 7—L-0302 (6) 1/2"0 x 24" D.A.S. 1'-8" _ 1'-8„ 8„ 1.-6„ lif./../FrA, ... ..-■- 'c°, ._, 8" X6" X �/" X1'-6" 4" 1'-6" 1,-2" / / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 f_ 8" X 6" X /" X 1'-6" 34.5 6 I/"0 x 24" D.A.S. 8.0 1 7—L-0204 4.8 1 7—L-0302 7.5 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 54.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-37 0 NO. REVISIONS DATE f� PLATE Rocky Mountain Prestress 1'-4" / / 5 " 5" 5i" (2) 6-0200 _ -v 4 ir I �r io I / I co 0 0 0 N 0 0 (t? /" X 6" X 1'-4" 1 I cam' c, 7-0106 ` 42., / 7., / 42., / 7 (2) 7-0106 TYP I 1—k--- I — � I IC 4- (2) 6-0200 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 E 1/2" X 6" X 1'-4" 13.6 2 6-0200 6.0 4 7-0106 12.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 31 .9 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-43 /NO. REVISIONS DATE 7A/\ PLATE Rocky Mountain Prestress 4" 2" 2" 74 0 HOLE v� co Lo \ O EI�2", x4" x0'-8" (2) 6-0209 I / /l l / /I 2 1° C „ <-YP. 3�4 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 1(' �I/ X 4" X 0'-8" (HOLE) 4.5 2 6-0209 8.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 12.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-44 NO. REVISIONS DATE 1\\ PLATE Rocky Mountain Prestress . (5) 1/"0 X 12" D.A.S. —U (6) 6-0306 TYP . 4" cD 0 ci, Q I CO 1" 5" START #6—BAR : —� 1 1 N \ O „._ 1., 1 I N \ 0 -_x.� `,- N f 1 T N \ O i 1 N \ O \- N 1 1 N \ 0 M t N 1 3" 3" I Q_ (5) D.A.S. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 E 3/4" X 6" X 1'-1�I/2" 17.2 5 �I1/2 o X 12" D.A.S. 3.4 6 6-0306 5.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 25.9 Le. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-45 w ENO. REVISIONS ,DATE \\ PLATE Rocky Mountain Prestress 1'-4" / r 52" 5" 52" (2) 6-0200 / r \ _ \ \ . r- \ CO 0 CD 0 0 o Fl? 1/2" X 6" X 1'-4" N CAD N N ci c4 7-0306 42" 111" (2) 7-0306 / / / L / 1 .. I / IC 4" (2) 6-0200 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 f(? 1/2" X 6" X 1'-4" 13.6 2 6-0200 6.0 2 7-0306 14.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 33.9 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-48 iNO. REVISIONS DATE PLATE Rocky Mountain Prestress 7" 1" 2 " f � 6 f tC21/4' (2) 3/8"0 X 10" D.A.S. SPIDER CHAIR /TACK (2) OPPOSTITE LEGS \ ON CHAIR (2) 4-0L-0110 3/8" X 3" X 0'-7" 1'-53/„ : f QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E 3/8" X 3" X 0'-7" 2.2 ONE SPIDER CHAIR 0.2 2 3/8"95 X 10" D.A.S. 0.6 2 4-0L-0110 2.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 5.4 Le. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-54 NO. REVISIONS DATE fk PLATE Rocky Mountain Prestress 2-1 / / 2j/2" 5" 5" 5" 5" y 0/2" / / / / C 6" ---,ji f---- . ,.:Ni \ \ O 1 k v 03 O A O O C \ N \ \ \ 6" 1'-7" / 7 (2) 7-L-0302 (10) 1/"0 x 24" D.A.S. 3'-0" 3'-0" 7 F I \ I 00 A r 4_ 8" X8" X1/2" X 2'-1" 2'-6" 2'-1" / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 4_ 8"" X 8" X 1/"" X 2'-1"" 55.0 10 1/"0 x 24" D.A.S. 13.3 2 7-L-0600 24.5 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 92.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-56 NO. REVISIONS DATE PLATE Rocky Mountain Prestress c r r cn x 2" 10" 2" 5/, SLOTS r r o J ", 2" 5" 5" 2" (3) 1/"0 X 24" D.A.S. r r / N co Air f 1 E /2„x 8„x 1 -2„ (3) 1/2"0 x 24” D.A.S. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 E /"x 8"x 1'-2" (SLOTTED) 15.9 3 1/2"c6 x 24" D.A.S. 4.0 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 19.9 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-57 NO. REVISIONS DATE "A� PLATE - Rocky Mountain Prestress MI IN 1II1 1N1 (4) 11/4"0 WASHER IT W (3"0 OUTSIDE) 1li1 1S1 I (4) 11/4„0 HEX NUT Ell 'N111' 11 (2) 1�/4 ox 6” I I I TAP BOLT I re 3/4"x 9"x l'-113/4" (8) 5/8"0 x 30" D.A.S. _ L _ _ _ _ V-11/4" 7 37/8" 2" 1'-0" 2"4, 37/8"" C D.A.S. r 18" 1 1 1'-8" 1 1 18"Q_ HOLES (2) 1343.'0 HOLE \ _ \ \ F 44 40 �\ �\ N N J� tt Q -0—"— -fir I 1 , , N N O Q 18 71/8' ci ( J QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 fE 3/"x 9"x i'-113/4" 45.5 4 11/4"o WASHER (3"0 OUTSIDE) 0.4 8 5/8"46 x 30" D.A.S. 20.8 2 11/4"O x 6" TAP BOLT 1.0 4 11/4"0 HEX NUT 0.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 68.1 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-60 ENO. REVISIONS DATE 1 PLATE Rocky Mountain Prestress MI IN III 1N1 (4) 11/4"0 WASHER ICI Iii (3"0 OUTSIDE) (4) 114"0 HEX NUT I!1 I I I ligi (2) 114"0x 6" TAP BOLT E 3/4"x 73/4„x 1'-13/4,. (8) 5/8"0 x 30" D.A.S. 1'-13/4" / 38, 2" 2" 2" 38" Q. D.A.S. i 8" I �10"� I 17/8"/Q. HOLES (2) 13/8"0 HOLE I \ I1D 4—* At±- — —t—t ---t— r'' ')3 U) W vi Q. D.A.S. 4" 2" 4" = o 18 ~ 1 / cam' c. J QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 IC 3/4"x 73/4"x 1'-13/"" 22.7 4 11/4"0 WASHER (3"0 OUTSIDE) 0.4 8 5/8'0 x 30" D.A.S. 20.8 2 11/4"0 x 6" TAP BOLT 1.0 4 114.'0 HEX NUT 0.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 45.3 LB. THE ARRABELLE CHKD -MY. JOB NUMBER 405014 S-61 ENO. REVISIONS DATE f� PLATE ..._/" , Rocky Mountain Prestress ., --94'' 3/4"x 173/4„x i'-113/4„ (8) 3/4^0 x 30" D.A.S. 5y" 7 " 5y" JCL D.A.S. vs w 8 1'-2" 1 8Q_ HOLES c o )' � / / = 3/4" CHAMFER c i c� TYP. 4 , Et) , co N —9- -Efr-- \ — — — i O u7 e 0 _ \ O --e- - F- - --e- t- \ \ \ / \.-- \ (4) 2"0 HOLE ci QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 IQ 1"x 173/4" 1'-1134" 88.1 14 3/4"0 x 30" D.A.S. 36.4 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 124.5 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-62 ONO. REVISIONS DATE �� � PLATE Rocky Mountain Prestress (10) 1/2"0 X 12" D.A.S. I CO N I I \ O \ '7' \ O \ ',,t- \ O \ d- I i .1 \ TY o \o \ C4" o o N CD 1 O \ '..) I I r \ o \ I I \ (12) 8-0500 0 \ I 1 -r \ E3/4" X8" X3'-10"---- o \ a. o \ 'v I 1 \ I N N \ \ \ O C (10) D.A.S. 4" 4" Q 2 / / o o 1 co 0 N START #8-BARS 5" 3" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE re 3/4" X 8" X 3'-10" 81.2 10 x/2„0 X 12" D.A.S. 6.8 12 8-0500 160.2 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 248.2 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-65 NO. REVISIONS DATE dk/k. PLATE Rocky Mountain Prestress 8" 4" / 4" 1/2" 0X4" H.A.S. N 00 \ \J r fE //8 x8" x0'-8" (2) 5-0200 4" / 1-1 (3�j„ W. 4 Q . DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE 3/8" X 8" X 0'-8" 6.8 2 5-0200 2.1 ONE 1/2"0 X 4" H.A.S. 0.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 9.2 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-66 NO. REVISIONS DATE fPLATE Rocky Mountain Prestress 1 (7) /2 0 X 24" D.A.S. I � O f � <YP IC 4" I I I N) CD II II 0 o O (8) 8-0406 ° fE3/4'' X8" X3'-10" \ o to O U J o Q 2", 6" 1 (7) D.A.S. O7 START #8-BAR QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE 3/" X 8" X 3'-10" 81.6 7 1/ 0X24" D.A.S. 9.3 8 8-0406 96.1 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 187 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-67 ENO. REVISIONS DATE A/A PLATE Rocky Mountain Prestress (12) 0 X 12" D.A.S. _ 4 O ( 1 I 1 O I I 0 I I O \ TYP > IC o / 4„ n v o I I v v 0 (13) 8-0300 0 I i f£ 3/" X8" X4'-3" o I I 0 I I o 0 cri (12) D.A.S. 4" 4" ¢ o o 1 03 M START #8-BARS, 5" 3" c1 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E 3/"" X 8" X 4'-3" 86.7 12 / 0 X12' D.A.S. 8.2 13 8-0300 104.1 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 199.0 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-68 NO. REVISIONS DATE PLATE Rocky Mountain Prestress #8 ERICO TERMINATOR N- 8-0307 (BOTH ENDS THREADED) #8 ERICO TERMINATOR QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 2 #8 ERICO TERMINATORS 2.0 ONE 8-0307 9.6 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 11 .6 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 S-69 NO. REVISIONS DATE PLATE Rocky Mountain Prestress (2) E WASHER p ,.1 .1 (4) V/4"0 4 HEX NUT 1K-0 x -9' BOLT BOLT (A307) E WASHER ''4" x 4" x 0'-4' IMMEMM I.' \ \ QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 11/4"0 x 1'-9" ANCHOR BOLT (A307) 7.5 4 11/4"0 HEX NUT 0.4 2 /"x 3"x 0'-3" WASHER (FOR 114"95 BOLT) 0.2 1 1 "x 4"x 0'-4" WASHER (FOR 11/4"0 BOLT) 0.2 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. BJO 8.3 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 SC-5 NO. REVISIONS DATE PLATE Rocky Mountain Prestress 10" �/" x 10" X1'-2" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 1 f(? '/2" X 10" X 1'-2" 19.8 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 19.8 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 SE-3 NO. REVISIONS DATE PLATE Rocky Mountain Prestress 4" • f{' g" X 4" X 0'-5" 1g" X 4" X 0'- 5" S- Iv STACK QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. 3 Eg" X4" X0'-5" 6.3 DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 6.3 LB. ARRABELLE CHKD QTY. JOB NUMBER 405014 SE-6 NO. REVISIONS DATE �� PLATE Rocky Mountain Prestress 3'-0" / c 1/"" X 8" X 3'-0" MASTICORD BEARING PAD QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. �/2" X 8" X 3'-0" 1 6.0 MASTICORD BEARING PAD DRAWN TOTAL WEIGHT JOB NAME PLATE NO. JAKE 6.0 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 SE-7 NO. REVISIONS DATE PLATE Rocky Mountain Prestress ^ ^ „ e-1 • •0 I 1 D24 THIS BAR ONLY o I � D14 TYP. D • N cal I I 1 u u N • N 1 1 1 _ N • �KV „ 8 r 1 j 1 • 1'-1° 6”, • 1 • fE 8.. X 1i4-, X DT24 W/ 68" DAP • DRAWN TOTAL WEIGHT JOB NAME PLATE NO. CEH 22.6 LB. THE ARRABELLE CHKD QTY. JOB NUMBER 405014 SZ"2 NO. REVISIONS DATE STANDARD PLATE .....".../^ mir.■■■•■■■■■■■•Iirmammi Rocky Mountain Prestress , rE 4" X 174" X 1'-54„ > > c C < ) ) ( L(8) g" 0 X 30" D.A.S. c c 1,_54" • • c_ SLOTS 58" 6" 5g" • • • • 2" CHAMFER Tr. •. • • • , • (4) 12" 0 HOLES • o0- N • 0 I • I I.LD O O CO L 4- '-'Ln (2) 4" 0 X 2" SLOTS N ."-N 1 0) .- v c, 0 0 - o t t o ' .-- • • • • \ f I I V) Vi 112 CD Q O = o n 41" 91" 41" 8 2 8 c. D.A.S. • • •1g" 1'-2" jig"•C HOLES QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE Ie4" X174" X1'-54" 648 N 8 8 0 X 30" D.A.S. 20.8 0 w 6 TOTAL WEIGHT: 85.6 0 ISSUED 11-02A\ COLUMN BASE AND CAP PLATES - _ Q 0 REVISED FOR 18" SQUARE COLUMNS P�1� a ____A„ STANDARD PLATE Rocky Mountain Prestress 4„ . START (2) 4-0200 IIIII' ok –1.4- 1 • • • — — N ,I v) • INio.f ■I` f` /` I` • 21„ TYP. .1 8" 0 X 1e" H.A.S. -.a.����.�����.m�.Iam (2) 4-0200 feg X4" X0'-6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fee" X4" X 0'-6" 2.6 ONE e" 0 X 1e" H.A.S 0.1 ° 2 4-0200 2.7 _ o W . , o TOTAL WEIGHT: 5.4 g ISSUED 1 1 —02 DOUBLE TEE DECK PLATE P-1O0 R cd EVISED - DI_ STANDARD PLATE Rocky Mountain Prestress $ X 6" X 0'-6" it( IMMONINUt( (2) g 0 X 10" D.A.S. ,1 (2) 4-L-0106 8" 1 10" 1 12„ 4 „ 1 • 2�" TYP. 4 • • • - ?s I • - I' 2" 4" 4„ • • • • 6" • • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE IEg' X6" X0'-6" 3.8 2 g" 0 X 10" D.A.S. 0.6 2 4-L-0106 2.0 C - o TOTAL WEIGHT: 6.4 ISSUED 11702/\ DOUBLE TEE TOP STEM PLATE P-111 REVISED 0_ STANDARD PLATE Rocky Mountain Prestress 6" 1 3" 1 " (1) 16" 0 HOLE 7 • - - -+- I • - - -�- I ® in 3" + 3" I • • (4) g 0 X 10" D.A.S. I " X 6" X 0•-6" • QTY. DESCRIPTION • WT. QTY. DESCRIPTION WT. ONE E g" X 6" X 0'-6" 3.8 4 0 X 10" D.A.S. 1.2 w O p TOTAL WEIGHT: 5.0 ISSUED 1 1 -02/\ DOUBLE TEE TOP STEM PLATE P-112 ry REVISED STANDARD PLATE Rocky Mountain Prestress 4 ■ 3" 1 START (2) 5-0206 M' • • "co .) • • ■r` i` „ � • 4 <YP. 8 0 X 18” H.A.S. t (2) 5-0206 IE8" X4" X0'-8 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E in X 4" X 0'-8" 3.4 ONE 8" 0 X 18" H.A.S 0.1 2 5-0206 5.2 u, TOTAL WEIGHT: 8.7 ISSUED 1 1 —02A DOUBLE TEE DECK PLATE P-113 REVISED ...d.\\\j\/\/‘ STANDARD PLATE---- Rocky Mountain Prestress 82., 8" 82 • • • • / `r 4-0U-0208 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 4-0U-0208 1.8 N O N N 0 6 TOTAL WEIGHT: 1 .8 ISSUED 1 1 -02A DOUBLE TEE DECK PLATE P-115 Lri REVISED STANDARD PLATE Rocky Mountain Prestress g 0 X 10" D.A.S 4. / 1 45 J (2) 2" 0 X 24" D.A.S. 16"0 HOLE I rnevr 1 " 12" r X 3" X 0'-1 i" 4" up 4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE FE 8" X 3" X 0'-1q" (HOLE) 0.5 2 2" 0 X 24" D.A.S. 2.7 ONE g" 0 X 10" D.A.S. 0.3 TOTAL WEIGHT: 3.5 c ISSUED 11-02A DOUBLE TEE BEARING PLATE P-121 REVISED FOR 28" DT AND LARGER STANDARD PLATE Rocky Mountain Prestress 6" 12„ 3„ 12,. I I I • 3„ 3" 16"� HOLE (4) g 0 X 4" H.A.S. E " X6' X0'-6 M III■112II • % QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 1E 8" X 6" X 0'-6" (HOLE) 3.8 4 g"0 X 4" H.A.S. 0.6 0 O, TOTAL WEIGHT: 4.4 ISSUED 1 1-02/A\ MULTI-PURPOSE EMBED PLATE P-201 REVISED N STANDARD PLATE Rocky Mountain Prestress 6" • • 12" 3" 12" • • • • • • • • ® CD • • � /11 3" 3" • • • 16 0 HOLE (4) 2" 0 X 6" H.A.S. fee" X6" X0 -6" 111,2111112111111121KIMMIN QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE !e e" X 6" X 0'-6" (HOLE) 3.8 4 2"0 X 6" H.A.S. 1.6 0 TOTAL WEIGHT: 5.4 0 ISSUED 1 1—02A MULTI-PURPOSE EMBED PLATE P-202 REVISED STANDARD PLATE Rocky Mountain Prestress 10" 5" 5" r� r� 0 0 \C) 16" 0 HOLE (4) 4" 0 X 6" H.A.S. e2" X10" XO'-10" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E X 10" X 0'-10" (HOLE) 14.2 4 4"0 X 6• H.A.S. 3.4 TOTAL WEIGHT: 1 7.6 ISSUED 11—O2/\ EMBEDDED PLATE FOR STIFFENED DOUBLE TEE P-203 REVISED BEAM SEAT STANDARD PLATE Rocky Mountain Prestress 6" 2-" 3" 21" • • • cm N \ I 1 CO iD I w - - • v 1 • - =ill r CV • r♦ • • E z" X 6" X 8" 1 4" • 2" 6 0 HOLE 22" 2" • (2) g" 0 X 10" D.A.S. (2) q 0X6" H.A.S. 4 k 1 IIr�iNM•211 QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE FE 2" X 6" X 0'-8" (HOLE) 6.8 2 4" 0 X 6" H.A.S. 1.7 2 g" 0 X 10" D.A.S. 0.6 0 4 o TOTAL WEIGHT: 9. ISSUED 1 1—02A 3 POCKET BEARING PLATE P-207 o REVISED ^' 4a �� STANDARD PLATE Rocky Mountain Prestress 4" • • • 2" 2" • 16 0 HOLE • • J co cD • • • • fE 2" x 4" x 0-8 (2) 6-0300 //I1 / / I 2 <YP. C 31„ QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE in X 4” X 0'-8" (HOLE) 4.5 2 6-0300 9.0 0 a, 0 U. 0 TOTAL WEIGHT: ISSUED 1 1 -02A WALL SHEAR PLATE P-208 REVISED a f� STANDARD PLATE Rocky Mountain Prestress 4" • 2 2 , 6" 0 HOLES Tr. • • • ry r') - r •-N - -H L r-30.4- • - N r L • - --L I L O i,) � II • r r L N - N ±- __, • r r 71V L • • , \ fE2" x4" x0'-10" (4) 6-0300 l / i / /I C34„ <YP. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE 2" X 4" X 0'-10" (HOLE) 5.7 4 6-0300 18 0 a, 0 LT TOTAL WEIGHT: 23.7 ° ISSUED 1 1 —02\ WALL SHEAR PLATE P-209 0 REVISED 0 Li STANDARD PLATE ___A\ Rocky Mountain Prestress ♦/J\ ♦` SOF ;4 JJJJ 7 /, (2) 2" 0 X 2" H.A.S. T� l)2) (2) 5-0200 b. 5X5Xg" X0'-4" (24.' <YR A. QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE d5" X5" Xg" X 0'-4" 4.1 2 5-0200 4.2 2 '' 0 X 2" H.A.S. 0.4 0 w a 0 o TOTAL WEIGHT: 8.7 ISSUED 1 1 —02A .., cn 6" WALL PLATE P-210 REVISED r N as STANDARD P LATE __A\ Rocky Mountain Prestress 8" • • 12" 5" 12„ • .1 • 4" 4" • 1 • : : Ii 16"0 HOLE 4 ► ► 4 ► ► (4) 8" X 10" D.A.S. 4 ► ► ► 4 ► 1 X 8" X 4" X O'-8" ► 4 ► ► /-1MP-/-I QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE Fe 8" X 4" X 0'-8' (HOLE) 3.4 4 8" 0 X 10 D.A.S. 1.2 0 0 LT E TOTAL WEIGHT: 4.6 ISSUED 1 1 —02A WALL PLATE P-211 ° REVISED a - STANDARD PLATE .._"__/",,Rocky Mountain Prestress 10" , . • • 12" 7" 12 • • • 5 5" � • 1 • 0 CD 1 1 1 1 1 1 1 1 1 / (4) 2" 0 X 24" D.A.S. 1 1 1 1 F2 X6" X0'-10" 1 1 1 /—/—/.I//—/� QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE F 2" X 6" X 0'-10" (HOLE) 8.5 iN 4 2" X 24" D.A.S. 5.3 0 E TOTAL WEIGHT: 13,8 ISSUED 1 1 -02A WALL PLATE P-212 N REVISED N a STANDARD PLATE Rocky Mountain Prestress 10" 1 all • _ _ o • - - • I • _ Mr I 5" 5" 126" HOLE • • • :: : 0X6 H.A.S.6" XC-10" f•/-/I■%___ A QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fe 2" X 6" X 0'-10" (HOLE) 8.5 4 4"0 X 6" H.A.S. 3.4 0 0 0 TOTAL WEIGHT: 1 1 .9 ISSUED 1 1-02A MULTI—PURPOSE EMBED PLATE P-214 REVISED Di STANDARD PLATE Rocky Mountain Prestress 8" t" t" • 12 • 5 • 12 • • • --KV I I • - - 4,_ co L.r, i I • - — `� • 4° "0 HOLE (4 I—/�%I • IMMIII QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE i" X 8" X 0'-8" (HOLE) 6.8 4 e"o X 4" H.A.S. 0.6 0 4 TOTAL WEIGHT: 7.4 m ISSUED 1 1 —02A 3 MULTI-PURPOSE EMBED PLATE P-218 cci REVISED STANDARD PLATE Rocky Mountain Prestress 6" 3" 3" 12^ 3„ 12^ nalliMMIcMIE=: ",a r0 3" 3" 1 _ t6"0 HOLE (2) 4-L-0106 1'-1" 5" [caNNEN(UMMINcOMIIMME , (2) g" 0 X 4" H.A.S. g" X6' X0'-6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE f i" X 6" X 0'-6" (HOLE) 3.8 2 g"0 X 4" H.A.S. 0.3 2 4-L-0106 2.0 ° W TOTAL WEIGHT: 6. 1 ISSUED 1 1-02A MULTI-PURPOSE EMBED PLATE P-229 REVISED 51 ANUAKU VLAII= Rocky Mountain Prestress 10" 1",7 8" 1" • • • N `� • N • • a o �7°O HOLE = NfO (2) 4"o x 30" D.A.S. C f_C C C C C ft8 X4X0'-10" C C QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE ft in X 4" X 0'-10" (HOLE) 4.3 2 4 0 X 30" D.A.S. 7.5 0 a I 0 0 W U- TOTAL WEIGHT: 1 1 .8 ISSUED 01 -04A MULTI-PURPOSE EMBED PLATE REVISED P-230 CL 7 7% 51HIVUANU rLAIt Rocky Mountain Prestress. 1'-3" . . 42" 6" 42„ •1" 121" 10" I 1-1 1„ . 1 1 1 1 • cri w Q 5, o 16 "m HOLE, ci . TYP. (4) g"o x 30" D.A.S. C C ) ) / C C C C ) > ) C C C C ) C C C C fig X 4 X 1-3" > > C C C C QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE it g" X 4" X 1'-3" (HOLES) 6.4 4 g"o X 30" D.A.S. 10.4 ON — 0 L.T. TOTAL WEIGHT: 1 6.8 ISSUED 01 —04A MULTI-PURPOSE EMBED PLATE P-231 REVISED cNN a , STANDARD PLATE Rocky Mountain Prestress 3" • • 4. 5" X3" Xg" X 0'-6" frImmarm= (3) Z" 0 X 24" D.A.S. 31" 1_1" 2 2 _ - • / , l ' N - - • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 4_ 5" X3" Xe" X 0'-6" 4.9 3 2" 0 X 24" D.A.S. 4.0 O U- TOTAL WEIGHT 8.9 ISSUED 1 1 -02A BEAM TOP CONNECTION PLATE P-300 REVISED °o STANDARD PLATE Rocky Mountain Prestress 8" • • START 4—OL-0108 • 4" 4" • C21„ TYP. 4 • • • • ♦ — • I n n --Ii----3 — a 1— • • c•-- — • ( ' ' D B -a — a 8 1— • I `c o I "v •-- — • I n n— p/• • • 12" 61" 1s 1-2 1 • 2 • 3" 1 5" . • (4) 8" 0 X 10" D.A.S , E 4" X 10" X 0'-2g" . / _�,� ' ,:-.0- 1 E g" X 8" X 1'-6" (4) 4—OL-0108 4" \‘ � 1 1'—3z" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE feB" X8" X1'-6" 15.3 ONE fe 4" X 10" X 0'-2g' 1.7 ° 4 e" 0 X 10" D.A.S. 1.3 _ O 4 4-0L-0108 4.5 E TOTAL WEIGHT: 22.8 ISSUED 1 1-02A 3 P 303 20" RECTANGULAR BEAM BEARING PLATE ° REVISED ° ` a STANDARD PLATE ____,\ Rocky Mountain Prestress ,.8.. START 4-0L-0108 4" 4" <TYP.2� 1 C 4., • • • • N N LID D CD • '--t I O 'cD • lo to 10—LCD •^41— ( I n ■ n — e 1— • "� Sri � N • • • • 12° 63" 6" 1-2 II IMI (4) 8" 0 X 10" D.A.S. 1" X 10" X 0'-2g" 1 i j ..>_11111111111.1111.11111.111 � � g" X8" X1'-11" (4) 4-0L-0108 4"— 1 i =' QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE i" X 8" X 1'-11" 19.6 ONE 4" X 10" X 0'-2g" 1.7 ° co 4 e" 0 X 10" D.A.S. 1.3 0 4 4-0L-0108 4.5 LT TOTAL WEIGHT: 27. 1 ISSUED 1 1 —O2/ 26" RECTANGULAR BEAM BEARING PLATE P-304 0 REVISED n ,a STANDARD PLATE Rocky Mountain Prestress 3" • • • feg" X3" X0 -3" / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE X3" X0'-3" 1.0 TOTAL WEIGHT: 1 .0 ISSUED 1 1—02A\ ERECTION MATERIAL E-1 REVISED w = STANDARD PLATE Rocky Mountain Prestress • • 4„ (Eg" X4" XO'-4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fEg X4" XOr-4" 1.7 L TOTAL WEIGHT: .7 ISSUED 1 1 —02A ERECTION MATERIAL E-2 REVISED 'W STANDARD PLATE Rocky Mountain Prestress - lo" 1 1 • • E in X 4" X C-10" _'_'-'-A_'_'-'-'_ i QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fig" X4" XC-10" 4.3 ry 0 0 0 W TOTAL WEIGHT: 4.3 ISSUED 1 1—02A ERECTION MATERIAL E-3 3 0 REVISED r W 1)\/\■• STANDARD PLATE Rocky Mountain Prestress 4" • • r) g" X 3" X O'-4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fEg" X3" X0-4" 1.3 TOTAL WEIGHT: 1 .3 ISSUED 8-02 n ERECTION MATERIAL 3 REVISED STANDARD PLATE =A__ Rocky Mountain Prestress ; 5" • • R ti" X4" XO-5" / / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE g X4" X0'-5" 2.1 O IV D m O 4 o TOTAL WEIGHT: 2. 1 ISSUED 1 1 -02A ERECTION MATERIAL E-5 3 0 REVISED u, w STANDARD PLATE Rocky Mountain Prestress 5" • • 1 1 I 14" X5" XO'-5" / / / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE R4" X5" X O'-5" 1.8 TOTAL WEIGHT: 1 .8 ISSUED 1 1 -02A ERECTION MATERIAL E-6 REVISED STANDARD PLATE Rocky Mountain Prestress 5'' • 1 1 FE 2" X 5" X 0'-5" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE IE" X5" X0'-5" 3.5 0 L , o TOTAL WEIGHT: 3.5 ISSUED 1 1—02A ERECTION MATERIAL E-7 3 REVISED LL STANDARD PLATE Rocky Mountain Prestress 8" • • In X5" X0'-8" A /'/arAIM 're'/' QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE ft 2" X 5" X 0'-8" 5.7 0 TOTAL WEIGHT: 5,7 ISSUED 1 1-02A ERECTION MATERIAL E-8 REVISED STANDARD PLATE .." Rocky Mountain Prestress . 5" 1 1 • • R2 X3" XC-5" / / / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE R 2" X 3" X 0'-5" 2.1 r, 0 0 E w , o TOTAL WEIGHT: 2. 1 ISSUED 1 1 —02A ERECTION MATERIAL E-9 3 REVISED w , , STANDARD PLATE Rocky Mountain Prestress 8" • • • N) fE2" X3" X0'-8" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE E X3" X0-8" 3.4 f?, TOTAL WEIGHT: 3.4 ISSUED 1 1-02A ERECTION MATERIAL E-10 REVISED w STANDARD PLATE Rocky Mountain Prestress 8" 1 • • / IE 3" X4" XO'-8" """""'�"'_ QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE FE g" X 4" X 0'-8" 3.4 N O O W E O TOTAL WEIGHT: 3.4 ISSUED 1 1 -02A ERECTION MATERIAL E-13 n REVISED w STANDARD PLATE Rocky Mountain Prestress 6" • • 1Ei" X4" X0 -6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE ff_ 8" X 4" X C-6" 2.6 TOTAL WEIGHT: 2.6 ISSUED 1 1 -02A ERECTION MATERIAL E-14 REVISED i STANDARD PLATE Rocky Mountain Prestress & 4" x 4" x 2"x 2'-9" ///IIIRI /-/-//111 /-/-/ 4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE & 4" x 4" x 2"x 2'-9" 35.2 N O O I O w L a TOTAL WEIGHT: 35.2 ISSUED 1 1-02/ ERECTION MATERIAL E-16 REVISED i w STANDARD PLATE Rocky Mountain Prestress . 3" • FE4" X3" XC-3" / / / / QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE Ei" X3" X0'-3" 0.6 N O O O w ii O o TOTAL WEIGHT: 0.6 ISSUED 1 1 -02A ERECTION MATERIAL E-17 REVISED w STANDARD PLATE Rocky Mountain Prestress & 8" x6" x2" x0-3" • 8° QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE & 8" X 6" X 3" X C-3" 5.8 ry TOTAL WEIGHT: 5.8 ISSUED 1 1—02A ERECTION MATERIAL E-19 REVISED STANDARD PLATE Rocky Mountain Prestress 4" (If 42, P- 115 I_� 8" X4" X0'-5" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fEi" X4" XO'-5" 2.1 N 0 ONE P-115 1.8 0 0 TOTAL WEIGHT: 3.9 ISSUED 1 1-02A ERECTION PLATE E-20 REVISED ry STANDARD PLATE Rocky Mountain Prestress 34" CRITICAL 1. 1" 4 4 • • J U � =ra 4" INSIDE RADIUS QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE 4 X 3" X 0'-58" 1.1 L- TOTAL WEIGHT: 1 . 1 ISSUED 1 1 -02A ERECTION CLIP E-22 ry REVISED STANDARD PLATE __"^Rocky Mountain Prestress 4-0004 4" / ) -2 ) ) ) • QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 4-0004 0.2 N O O O W 4 p TOTAL WEIGHT: 0,2 I ISSUED 1 1 -02A ERECTION MATERIAL E-31 REVISED n W STANDARD PLATE Rocky Mountain Prestress 1" 0 HEX HEAD NUT QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 1" 0 HEX HEAD NUT 0.4 O C TOTAL WEIGHT: 0.4 ISSUED 1 1 -02A HEX HEAD NUT E-32 REVISED STANDARD PLATE -_,\\ Rocky Mountain Prestress . r 0 FLAT WASHER r i QTY. DESCRIPTION WT. QTY.. DESCRIPTION WT. ONE 1" 0 FLAT WASHER 0.09 0 0 w 0 E TOTAL WEIGHT. 0.09 ISSUED 1 1 -02A WASHER E-33 REVISED W STANDARD PLATE j\\ Rocky Mountain Prestress E— 1"0 HEX NUT 32 TYP. • • 1.' 1R1 , E— 1"0 WASHER 33 TYP. • 1" 0 X 1'-10" ANCHOR BOLT W/ (2) E-32 AND (2) E-33 UrD 4" • • NOTE: ADVANCE MATERIAL QTY. DESCRIPTION WT. QTY. DESCRIPTION WI. ONE 1"0 X 1'-10` ANCHOR BOLT 4.9 2 E-33 0.18 2 E-32 0.8 0 0 TOTAL WEIGHT: 5.9 ISSUED 1 1 -02A ANCHOR BOLT E-34 REVISED STANDARD PLATE ___"-" Rocky Mountain Prestress 5" • 1 u • 2" X5" X0'-5" MASTICORD BEARING PAD QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE Z" X 5" X 0 -5" 0.5 MASTICORD BEARING PAD w 0 a- TOTAL WEIGHT: 0.5 ISSUED 1 1-02A MASTICORD BEARING PAD E-40 o REVISED 01-04 1 W ‘ STANDARD PLATE _."=" Rocky Mountain Prestress 4° • 1 1 1" X4" X4" SHIMSTACK • F - " X 4" X 4" fEg" X4" X4" [4� X 4„ X 4,. fq" X 4" X 4'. fE2" X4" X4" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE fE46„ X 4" X 4" 0.28 ONE fEg" X 4" X .4" 0.57 2 I ' X4" X4" 2.27 7 ONE FE2„ X 4" X 4° 2.27 ' s TOTAL WEIGHT: 5.39 ISSUED 1 1 -02A 1" X 4" X 4" SHIM STACK E-41 REVISED W STANDARD PLATE __"\\ Rocky Mountain Prestress 6" 1 • 2" X 6" X 6" SHIM STACK 16" X4" X 4" f 8" X 4" X 4" fE4" X 4" X 4" � F5" X6" X6" • P�2" X 6" X 6" E.2-., X 6" X 6" r. `.' :::,,,r--- FL'-f X 6" X 6" QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE R16" X 4" X 4" 0.28 3 Rj' X 6" X 6" 15.30 o' ONE Pig" X 4" X 4" 0.57 0 T ONE ft4"" X 4" X 4" 1,13 0 ONE 0" X 6" X 6" _ 2.54 L 0 TOTAL WEIGHT: 19.8 3 ISSUED 1 1—02A 2" X 6" X 6" SHIM STACK E-42 REVISED w STANDARD PLATE ___I\ Rocky Mountain Prestress 1.-1" 1 • 2" X7" X1'-1° MASTICORD BEARING PAD QTY. DESCRIPTION WT. QTY. DESCRIPTION WT. ONE 2X7" X1'-1° 1.8 MASTICORD BEARING PAD 0 0 E o TOTAL WEIGHT: 1 .8 ISSUED 1 1-02A 1 '-.1" MASTICORD BEARING PAD E-46 o REVISED 01-04 LL STANDARD PLATE• Rocky Mountain Prestress 1'-9„ • • 1 1 2" X 7" X MASTICORD BEARING PAD QTY. DESCRIP T ON WT. QTY. DESCRIPT ON WT. ONE 2" X 7" X 1'-9" 3.0 MASTICORD BEARING PAD ° L 0 TOTAL WEIGHT: 3.0 ° ISSUED 1 1-02A\ 1 '-9" MASTICORD BEARING PAD E-49 REVISED 01 -04