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HomeMy WebLinkAboutFile Documents.675 E Durant Ave.0037-2022-BCOM (22) • ,, i BeamFlange beam Flange ir,�� GENERAL NOT ES a I`. 2d 6a.x lit iStrop �k in ;r 2"JM/i7. _ e, 2-O o.c.t 1MpIca/ " �ww� 3 ---- A -- -- -- 1. LIVE LOADS USED I N DESIGN - - 8 t ::, .,,.. Y� (L. ti-- A. ROOF 75 psf ,I _i Weld Edge Form TO Beom id Gar}e b U ` IMIIIMINIIIIIIIIII ( B. TYPICAL HOTEL ROOMS 40 psf +20 psf PARTITION#NON-REDUCIBLE)ISLE) - f t.. --Wel l"Lan9 Fillet Weld \ Edge-Form - U i C. PARKING. 50 psf ( ,.. U ' r - - teIMIMr_�� D. RESTAURANT, LOBBY•AND RETAIL . . . 100 psf _ At/2 o,G, - /CO G29e end Closure O ��- C I p I E. LOADING/RECEIVING 250 sf ` 1 Steel i5Ql✓alSts_. I �jy -rs a; - F. CORRIDORS& STAIRSp t I - '' L ` y e ra -T WIND . , . .BASIC WIND SPEED . . . 185 MPH, EXPOSURE C 1985 OWIllogioniimmoinniMMININNIIII, 1�� *.w ��.. ^' �. �.,.. _��_ �4� 1� H. SEISMIC. .ZONE i 1985 UBC4P 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT AND FLOORS ARE IN PLACE. ,1I . , O,Oenin,9-R'G/hlech9ntCal y. 8/4pli5tud5,Typical 3't�l _ 1 I n 3. CONCRETE ' !� _- fiii'AerJ+iteGfu+'o/fJrvwin9s.... "�`- ,Eat Farm GO9t^•See,Oble - 3 Min. A. ALL CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, _ .. Weld End G7a5Ure And " ACI 301-84 (85). OverhangM Cont//ever B. FOUNDATION CONCRETE& CONCRETE NOTED NORMAL WEIGHT (N.W.) SHALL BE MADE WITH STONE L3x3xsf8Ea.5irl¢Of Re plan ( Edge 12"OaMeta! BEAM - ONE STUD PER CELL BEAM - TWO STUDS PER CELL BEAM-THREE STUDS PER CELL GFienin Typical. l ,Deck At/2 ac. AGGREGATE& SHALL DEVELOP 3Ofl0 psf COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE MiX 11111 I- ,p t - - DESIGN: 5-7/2 SACKS MINIMUM PER CUBIC YARD, 4"MAXIMUM SLUMP, 3f 4"MAXIMUM AGGREGATE. ( BeomFlan e_ i beam a BeamF/an ¢ USE TYPE I CEMENT. I!_1_. - _cW��ide1�I - j g 9 C. CONCRETE ON METAL DECK NOTED TO BE SANDED LIGHTWEIGHT AGGREGATE (L.W.) SHALL DEVELOP a - - y' i IIp, - 3000 sI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM DRY UNIT WEIGHT 710 pcf ±3 cf. `�,� L 3%2x3�2x%4x O'3%2 C 1 .C' D. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615-79, WITH �U11i"' Weld To EndO{3x •I `` 60,000 psf MINIMUM YIELD POINT; EXCEPT No. 3 COLUMN TIES, FIELD-BENT&FIELD-WELDEDBARS WHICH MAY BE GRADE 40. Angles-Ty ka/_ uxr x , r ' ti- ( \, E. REINFORCEMENT PROTECTION: C)VERHANG 7 3 4 5 CD 7 CY 9 " i. CONCRETE POURED AGAINST EARTH . 3"- M/N EDGE FOR/,/GAGE /B i50 /4 lV /2 12 /0 1O I MINIM (H�1111� i �1.,„„, (I�����h� 2. CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR�EARTH:.. -_ j - _ - iNN �NId� �����$ 8. IF BARS ARE LARGER THAN No. 52" _II �� �� Il �l�� a� ' U. IF BARS ARE No. 5 OR SMALLER 1-1/2" TYPICAL FRAMING DETAIL AT Njji 4: COLUMNS WALLS 3�4� DECK ROOF �''e Mir/. $ ��,3 M%n, F. .ALL BAR LENGTHS ARE DRAWN TO SCALE UNLESS NOTED. NO SPLICES OF EEINFORCEM£K'T SHALL BE METAL 3ECK ROOF OPENING (NO SCALE) TYPICAL EDGE FORM DETAIL (NO SCALE) " ' " MADE EXCEPT AS DETAILED OR AS AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 40 BAR DIAMETERS UNLESS OTHERWI''F Y^TED. G. CONTINUOUS TOP& BOTTOM BARS IN WALLS& GRADE BEAMS SHALL BE SPLICED AS w.. ,_ - ' GIRDER- ONE ROW OF STUDS GIRDER-TWO ROWS OF STUDS GIRDER -THREE ROWS OF STUDS TOP BARS- AT MIDSPAN BOTTOM BARS- OVER SUPPORT H. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL&AC1 BUILDING CODE REQUIREMENTS -, ---_. ..._._.. __..... _ .. __ .. _......_. 1 FOR REINFORCED CONCRETE. PROVIDE CORNER BARS. I- TYPICp"a p py D 1� I! J. PROVS E ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE AL STUD PLACEMENT DETAILS (NO SCALE) ...1 K. PLACE 2-No. 5 (1 EACH FACE) WITH 2'-0 PROJECTION AROUND ALL OPENINGS IN CONCRETE. a _ L. SCABS, GRADE BEAMS d WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP !N �� CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS& HORIZONTAL KEYS - - �\ ,.;' • UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY D "' I3, 0 , THE STRUCTURAL ENGINEER. BEAM CONNECTION SCHEDULE M. PROVIDE WELDED WIRE FABRIC IN SLABS ON METAL DECK. SEE PLANS FOR SIZE. dY -0 e4 C nfinuouo---- 3 d r�, N. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE$ END LAPS$ SHALL BE WIREDLi x a ` TOGETHER. EC 0 Diameter Number OfA-325 Bolts k 7-' Slab Mash Rernfarcr 9 beam-43¢ Of ,Bo/t5 In 5,nlJe Shear FPmarks 4. S'A.E ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR TO ASTM A572 WHERE NOTED GRADE 50 ON Provide Sheet Metal -+''" x y, e 5'+ -, r ` ` tea` 'MS flGV/Os 3/4x16 4 PLAN EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A5i3, GRADE B,& STRUCTURAL TUBES I C/OSUreS AS R¢ o� 4'''',7 g' i.'_ ,'' °' = T�7---'"7 '.I 3 ° TO ASTM A500, GRADE B. Q iN/PS'Wh4s /4 44 eo " B. STRUCTURAL STEEL SHALL BE DETAILED & FABRICATED IN ACCORDANCE WITH THE 8th EDITION OF --01 IllIi VIiI � AISC MANUAL OF STEEL CONSTRUCTION& CODE OF STANDARD PRACTICE.'Individual ChOire�/ y _ C. USE STANDARD FRAMED BEAM CONNECTIONS WITH A325 HIGH STRENGTH BOLTS OR SHOP WELDEDColumn /O _ E DIVALENT UNLESS OTHERWISE NOTED. REFER TO CONNECTION SCHEDULE,-SHEET Si. Nate - 12 - D. CONNECTIONS MADE WITH HIGH STRENGTH.UOLTSti LL CONFORM IN.h1,I,3SESPECTS TO THE_C NT At Location.,Wherepeck , SPECiF(CATIONS FOR STRUCTURAL JOSNTS U§LNG ASTM R3�5 BOUTS AS ENDORSED BY THE AISC. NO gib/5 Unsu orted, - {N24a P/2Ts 1146 12 .. PAINT ON CONTACT SURFACE. USE LOAD INDICATOR WASHERS LOAD OR INDICATOR TYPE BOLTS. x E. HEADED STUD SHEAR CONNECTORS SHALL COMPLY WITH ASTM A 108, GRADE 1015 OR 1020, COLD r i. Provide/xl4/B Angle /, W30 s - Jr� l¢ FINISHED CARBON STEEL. REFER TO PLAN NOTES FOR SIZE AND LENGTH. Welded Tn BeamAnd Or �/ ..'- .33s11N36s / iCo F. STEEL JOISTS SHALL BE DESIGNED, FABRICATED 8 ERECTED IN ACCORDANCE WITH CURRENT STEEL Columns. / 51?re/Beam Or CTiider [[__ JOIST INSTITUTE SPECIFICATIONS, /✓o7e5: !....:These Connections Sheri/be Used For A//Beam To Bcam Or beam To Column G. ALL WELDERS SHALL BE 1 QUALIFIED BY TESTING IN ACCORDANCE WITH AWS 01.1-80 SPECIFICALLY 1 Connections Unless Otherwise indicated. FOR THIS PROJECT. IDENTIFICATION OF WELDERS SHALL BE MADE ON ALL WELDS. - 2. "Connections Shall Se Double Angle Standard Framed Connections H. STEEL DECK ' I With 4-325 Bolts In Standard Roane/Holes( army-Type C'onnectlon) 1. STEEL ROOF DECK -REFER TO PLANS FOR SIZE. $I7op Cpnn¢ct/ons.Moy Se YVeld¢d EgU/L al¢nY. e. ALL STEEL ROOF DECK SHALL BE FABRICATED& ERECTED IN ACCORDANCE WITH STEEL B -/f t'a/t 5! e5 Con{/ict 8etweeo Connect�iona Sharin Bolts, Ube The DECK INSTITUTE SPEC IF ICAT IONS. DECK PENETRATION DETAIL (ISO SCALE) TYPICAL MESH SUPPORT DETAIL (NO SCALE) La erSl33e 8olts For$oth Connections. 9 b. ATTACH ROOF DECK TO ALL SUPPORTING METERS, AND PERIMETER SIDE SUPPORTS WITH ` - _ _._ .4 ✓/'The 4 ove Specified Connection Exceeds The Maximum Web Shear 3/4" DIAMETER EFFECTIVE PUDDLE WELDS AT 6" o.c. MAXIMUM. ATTACH OVERLAP EDGE "Clot For.4 team.si3e,Ths Connection Capacity May Sc Limited SEAMS WITH NUMBER 12 SELF-TAPPING SCREWS AT tfi"o.c, MAXIMUM. Thai2, STEEL FLOOR DECK (COMPOSITE FLOOR DECK) -REFER TO PLANS FOR SIZE. To -'olue. oa ALL STEEL FLOOR DECK SHALL BE ERECTED ACCORDING TO DECK MANUFACTURER'S 1. SUGGESTED SPECIFICATIONS. _ _ _ _ _ _ U. COMPOSITE DECK SHALL BE ATTACHED TO EACH SUPPORTING MEMBER WITH 1/2" - %p CJr f' EFFECTIVE DIAMETER PUDDLE WELDS AT 12"o.c. WELD EDGE DECK WITH 1/2" r/V C/''f�B 3 ""/B 3 O-3 EFFECTIVE DIAMETER PUDDLE WELDS AT 24"0.c. BUTTON PUNCH SIDE LAPS AT-36. )( CL�p L 3xx/x0�3 )( G/`jam L 3x''x"r x o.c. NOTE: WHERE PUDDLE WELDS AND STUD SHEAR CONNECTORS COINCIDE THE PIDDLE __ /J¢"Clr1%, ,.�2 Clr.tftq" Clip L.5'3 x, ,,0-3 /'/¢/d Tod- = //N%,:d Torts J. PAINT ALL STEEL WELDS EXPOY SEDR PLEAROTHBWITHY EASTUDS.ASPHALTIC PAINT. CIIpL3x?x�,4/et?�3 �. N , %SVo \C)r,/� ti4 � /4V3 C•Iy 5. MASONRY lN¢ld Toes _ , , •.,H - �- _4 A. ALL REINFORCING& ANCHOR BOLTS IN MASONRY WALLS SHALL BE FULLY GROUTED IN PLACE. Meld Toes N /4 V3 On/t/. 'i,-.=cy 6n`;(;¢dafecli„?+e5,,dxfJIB `0 NI 1 ' ° ( &nieddrelr 3/x8x0'-p B. FILL ALL VOIDS & BLOCK CELLS SOLIDLY WITH MORTAR FOR A MINIMUM DISTANCE OF 24" °0 i., - I w'j4-/2'"dxl3 N.SA, .�r-- �'-7 -�2'rdxlo°f(„�,.$, BENEATH& 12" EACH SIDE OF ALL BEAMS LINTEL REACTIONS OR OTHER CONCENTRATED LOADS. �4�? OtrJ' �� C. USE TYPE S MORTAR (1800 psi) TYPICAL AT ALL LOAD BEARING& EXTERIOR MASONRY. N =-d n#. .. 1.". -/ i� D. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, TYPE 1, GRADE N. -I 1I. Fi»beddecif %x8x 2.O J0 En edt/¢d7 3/3,1!0 - - I E. MASONRY SHALL DEVELOP 1350 psi COMPRESSIVE STRENGTH IN 28 DAYS. LOOSE LINTEL SCHEDULE N • 11 'r Embedded 4,Bx Bx 1-7 1 ?9-% �x Cr N,S, Al(p %4"¢x G,H,KA fEmL=¢ddta`F5!x12x/fG I6, FOUNDATIONS ':� r ` 2r m 3 A. SOIL BEARING PRESSURE USED IN THE DESIGN OF ISOLATED SPREAD FOOTINGS 6,000 psf. Maximum 0pn95. 5i3e Of Angle Fero'Masa/7r i\ t \ '� �9 /2A x(s^f/5.A, ti - J/2-f¢"�Xd-H.S.A, g, SOIL BEARING PRESSURE USED IN THE DESIGN OF CONTINUOUS WALL FOOTINGS 3,000 psf. 3'fp L 3t2x3x/4 L.L-H Q h� n' N BEARING PRESSURE BASED ON REPORT No. 4 267 87 PREPARED BY' CHEN&ASSOCIATED DATED OCTOBER 2-%4„0 H.5.5. I 2-%✓°4H.5.B. ,. �! 2_ / IS.E. m_n %2 �/ a , sD. 1987. 5-'(p - L 443%2474 L.L.Y. _ _ �-' '� ir ""-- - ��/%r'S/ot T a--`✓ `l!-/"'E 7. VERIFY ALL OPENINGS THROUGH ROOF, FLOORS&WALLS WITH MECHANICAL& ELECTRICAL CONTRACTORS. 7!Cp L x3J2x 5/K/L.L.Y. ,� _ 2 jrp, ',t' a• 8. PROVIDE ADDITIONAL REINFORCING& ALLOWANCE FOR FABRICATION&PLACING OF 500 LINEAR FEET OF ==�1 L ��� ,3r .Lrox 1✓xI x0-4 'Q r=== 6r9./ �4xBx C'-O 14, ;f5 AND 46 REINFORCING BARS. THE REINFORCEMENT WILL BE ADDED TO THE SHOP DRAWINGS OR 9'tv L(ox3l2x B L.i-Y. (5x9 Zx3 x ly -__�L L,W aj5/ "8 i{{I B9L�x j/4 a 7 �� ) i{ 4 3f4xrtx(LJ 4 PLACED IN THE FIELD AT THE DIRECTION OF THE ENGINEER. THE' 1EIONAL REINFORCING ADDED*ILL x>, ( '8/'r3' O-G `.�i B +, ,,Y._� ry �L,L.0"! 4'.t+{J If -.yr '�=_ BE NOTED ON THE SHOP DRAWINGS & IN FIELD REPORTS BY THE ENGINEER AS ADDED PER GENERAL NOTE tey L.L,V ry (- 48. AN UP-TO-DATE TOTAL LINEAR FEET WILL BE MAINTAINED&-SUBSTANTIATED BY SHOP DRAWINGS& xAx: Notes: 5 / h -� FIELD REPORTS. �� 9. NOTCHING OR CUTTING OF ANY STRUCTURAL MEMBER IS PROHIBITED UNLESS SPECIFICALLY DETAILED ON �+ jG 4 3/&D --1-a- 2 /. provide 3"/✓I!IIlnUm 8torin Each End. ) ( THE STRUCTURAL DRAWINGS. 2 These Lintel 5/3es Shall be(bed Far,41/Masonry - \ /i2efurn I Return _-,- -�(1',+c¢tUr'rt i L 10. SECTIONS& DETAILS ARE DESIGNATED ON STRUCTURAL DRAWINGS,.THUS: - - �"' Openings Unless Otherwise Shown Or Noted. 5/iv r Tory /o I 7"° %B V Ta N i d ) /2 Face O{COr?Crete \_FaCe C{Car?G. - ' (- -Face 0/Cc,e. SHEET WHERE DETAILED NUMBERS USED-WITH SECTIONS Face of Conceene - LETTERS USED WITH DETAILS .1. W10&W12 BEAMS - W14&W16 BEAMS W18&W21 BEAMS - `W 4_�,,W27„B_EAMS 8&C6 USE-W30 AT LiNE 16 TYPICAL EMBEDDED PLATE DETAILS USE W33 AT LPJE M.5fi b '. q 0,.0 Shop Punched - - /% 2 lF/„ 2 1 -1 ("1P" A"--, 5' Slz' ("/ /, /�`-,,, 7" 7" < 1f2o Hole Centered At /J3%, 2'l' -)(---- Mirf Ht Of`L3rr.-T , SEARING PADS AND PLATES: : t ,N 75c4 x 3 or 2/2 33/ .34 /4 8 448 10 �& 1 Ty/8 /¢ 1. THE SLIP JOINT BEARING SHALL BE TEFLON COATED PADS ., 3aji m „ INBx3/ PLATES (SEE DETAILS BELOW) AS MANUFACTURED BY DIXON., ,� /8 Fj¢r \4' , -- - -• SPENCER AND SUPPLIED BY BOWMAN CONSTRUCTION SUPPLY, 1' D \ 4 & _ �`� a�h r> _- ... ;� INC. OF DENVER, COLORADO, OR EQUAL. CONTACT,MR.TOM )` '��" 4, nt __ _ BOWMAN 303-696-8960. / 48 =v ^try 1\1 Ai Al '. THE TCP PAD SHALL CONSIST OF A PREFORMED FABRIC PAD /4 \ cv - <�� -pf �I - - CONFORMING TO AASNTO 103.12 TO THE LOWER SURFACE-OFigE �= �!(� �� WHICH EPDXY BONDED AN UNFILLED TEFLON PAD I1/32' cr,` -- � , "-- `--� 1 ,.�'-I MINIMUM THICKNESS O. MING TO ASTM D-1457. 'tHE PADS , fly C NFOR - S b SHALL 8E BONDED TO THE BOTTOM OF THE BEAMS IN, f,. x,' !� yt1"u ACCORDANCE MANUFACTURER'S RECOMMENDATION. T f SIZE OF il Acti _*' ? ,< 1 01 THE PADS SHALL BE AS DETAILED BELOW. A . to *I - ___--+ l-0 /'-O -...\.IE%zx e-e-o 3. THE BOTTOM PLATE SHALL CONSIST OF AN ASTM A- MILD o. . STEEL PLATE TO THE UPPER SURFACE OF WHICH IS/SEAL as 1 r - - WELDED AN ASTM A-240 TYPE 304 STAINLESS STEEL PLATE 5a5eft 41.qx1•:` __/ _ bo3e44.,"vx!-/!n - easeIt.1/x/O%7x1'Z • Based/%x/x{x/:2 reo.e!f 2417x 1'-5 (0.062" MINIMUM THICKNESS). THE PLATES SHALL BE TACK °24-/4"Ox h�A./3 a7x(.,�4"PA,B.xVL .¢.3�Q"qf A..S,x T"I4-3/4"�'A.B.x o r"�/4`%'AA B.xb WELDED TO THE STEEL HAUNCHES AS PART OF THE SHOP - � prole t5/� �" 7° 4.,( Project 4 " q" ,Ara'Oct 4C r' �„ Prejecf 4 Q Fero-jest.5' FABRICATION OF THE HAUNCHES. THE SIZE OF THE PLATES SHALL BE AS DETAILED BELOW. BEAM ' TS8x8&W8x31 AT EXTERIOR 18"DIA.PIERS W8 AT 12"CONCRETE WALLS W8x40&W8x48 AT FOOTINGS W IOx60&W 10x68 AT FOOTINGS W12 AT FOOTINGS T 3�/PICAL BGi`M HOLE DETAIL $,,, / 7 rr , �© ``ry Nate: AtT l2xr/758x& 1 f `l j2 x 7 l� r\ S2 ii a o f '1 '/4 8 Sj `- - 46ov¢Proviale 4.3/n� 1 " /'/" %4 8 /%r 4%"4%'�r!%Z' 1%2„ 6,„ 6," /%2„ ry) a /-o /'Av,trectron 24 C Pi¢r I%" d 3 /L , dp/Fccda nfeso/f.- 4OF�uf \ 2/ 2 ., /� /O :/: /0 ¢iIP I l2¢ Pions Foi C9eamS,j¢s �!� \riI �� \`ry ta` /4 3 v 3/B r / Q4%F/q f15 b r� Z 3/4�HS13.wFrnger V �� / V% \� kl: S _ �. Tighten E Tock Weld II � If, 4 \I tl v �4 8 c %xz"5/o#ed Holes X - - -- k' 1111i..,� N 7a/a Stttr AI Flartr (L -. 6Pod¢arn TopSc Nuts To Thr cods 1 11 9 Rd \ - - Vy - - _ C =_c= �� n \ Ny c - ,F _ - 5'x8".Gearing Pods r 6d5e f/at¢ s�4 Yj I! 1II : \ti Khx{``2 x74.3/4.� a 0 ti I:lit i t` n �I a r jry t m u 1 4' L �&se/ 1/4X6/2=(-Z &�a¢/�l%xl2xlf4 Ease it 2J.¢n/5x1'3 K`4�44 A,25o/t5. I --- - III * i z 1 13r+sef //x/&x/=G 94 '/G" ABxtL 7� %4"�R.B.x oL ^j4-3�'d'A.BxroL P oJdct 4%2r' Pig/£ %SRIa D'-3 4 7 e 5 n Project 4' Go'ect�"' { I4 /¢ A. x�� 4~ rJ /� a° Project 5" 4" sritf/D %xO o'7fsf �" ( sus %4 12 110 l-0 �f'ra-ject4/`2„ 4. / �% - - - W 8 Co/umn 'k $. gigny44r77?;,i ITV'..tJ� W10 AT CONCRETE PiRS W8x31 &W8x35 AT FOOTINGS W10x49&W10x54 AT FOOTINGS W10x77 AT FOOTINGS ,Wilx31 AT WALL ,, - D efieNED, GEN._NOTES-1I ,: II 221 BASE PLATE NOTES /. A// �� P/dfae �ii7a'!t «3rxyrr <''s> 2"Non'Shrrihk: iarar✓f; ' .'_ ,u�3tn,ra TYPICAL BASE PLATE DETAILS TYPICAL COLUMN SPLICE DETAIL EXP. 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TOP OF CONCRETE SLAB ELEVATION.=77,-6, _ ��\ \V, �. — '� — -- --- ------ ���/ r , \� Ogh .., mk t ,.. 3. TOP OF CONCRETE ELEVATION FOR ISOLATED SPREAD^'FOOTINGS =76'-9. . i QD � A : --- �. I s I 0 ,,, €' .I -` � g 6Y 4. TOP OF CONCRETE ELEVATION FOR CONTINUOUS WALL FOOTINGS AND 18"DI AN. PIER FOOTINGS -76_B. - - -. \\ _. — — 'fl - 5...-STEEL COLUMS ARE DESIGNATED ON THE LEVEL WHERE THEY BEGIN. -._ -/°D ( 7�48 am 4=tom �.. 2-®:� fa'-$�6 ® trc0 U'-J 2©-'O "?O 2U-` 23 Co 1/Illir'_{3 ox� s +z'� 1 1 c x x j I. , . _,. • e ( Or err ., O r�.r c.i Q ¢=G .. - .. 31�0. - 4'G i _. ( 16�0 X 3/-'Q' - X 3t�D x ' 3/-`ro / X. id La }( 2l�tl >( / 28=0 / ,. 2I'Q. .. / ) C) . 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" gphD Cn� 's g y'Al I I I II jj'i,. '.- 4 '.. ' v COiop QQ,{ ^�j . i 0. �`� # x " b b m 7S/sx/..x,e Y' „o , ''''' ''..,., ,.0 544 "Irilkii:,,,,,, 4,, ,,, i®o `\V ry iiiro\:: ratoiP''7C2 r 1(4+��/. /as (2+�D !(kt9/6 ra� ;3i° _r o �W,. ,,,e, „dill 19'''''_.. s.>'..t. . ' ''''' aII '.***'"kk-,,,,iir "9 vLA ' w/tr2G m WtGK3a (sz)<%a°} x3G s2}<%4u> �} GIB{ 3 �.� P :: :: 1J/Gx3G (s2)<rs^> 1416' 3G 32 <72' 1 EVEL -I-FRAMING PLAN(SCALE 1/8"_...1,-0) ® O _ 74:,. k „0" h4 G. 4 &r 1. REFER TO SHEET 81 FOR GENERAL NOTES AND TYPICAL DETAILS. ip. M (9- •' ,.. ,,� \G°�Hola < y ,,F ;.'" - -' 2. TOP OF STEEL (T.OS.) BEAM ELEVATIONS-= 861-0-1/2 AT AREAS NOTED 5-1/2,, N.W. SLAB AND 86+-1- Cp O c \ht ' o ti \� - as �'• 'S \0 1. 112 AT AREAS NOTED 4-1/2"L.W. SLAB UNLESS OTHERWISE NOTED ON PLAN. THE NUMBER SHOWN �J - - 0 '. '- L, `- N ' ADJACENT TO THE REAM SIZE DESIGNATION THUS: _<X"> INDICATES THE UPWARD CAMBER REQUIRED AT i �). - N - -s - r` \�v oOi T..- THE CENTER OF THE BEAM SPAN. ",� 0 % ° x kki x i . r t D � /3. THE NUMBER SHOWN ADJACENT TO T140 STEEL BEAM SIZE DESIGNATION THUS, (XX) INDICATES THE NUMBERr. 2< a... 5 J N M OF 3/4"6 x 3-1/2"=(AFTER WELDING AT 4-1/2" SLAB) OR 3/4"¢ x 4-1/2" (AFTER WELDING AT 5-' ( S ?r 6y $ 1/2".SLAB) HEADED SHEAR STUDS REQUIRED BETWEEN THE ENDS OF THE BEAM. PLACE.STUDS EVENLY. - ce'r�i.- "�*..,, : 4.5 �/tl /4�0. •7" 5" - \ \�D " .° I xS,Rs OVER THE LENGTH Of THE BEAM. REFER TO TYPICAL STUD PLACEMENT DETAILS ON SHEET SI. s� i k AN 4. STRUCTURAL FLOOR SLAB NOTED 4-1/2"L.W. SLAB TO BE 2-1/2" LIGHTWEIGHT CONCRETE ON V, 18 GA. - - 441) �'6°J - - - y i' 'x COMPOSITE STEEL FLOOR DECK(TOTAL SLAB DEPTH - 4-1/2"). REINFORCE SLAB WITH 6 x 6 -W1.4 x , "0>, al Zak - -� T V '-hf 2". W1.4 WWF PLACED IN UPPER 1/3 OF SLAB.: TOP OF SLAB:.(1.0.C.)ELEVATION=86,-6 UNLESS - - i,�, G '0• I _:.1 ",' ® �. "`�" ,�` OTHERWISE NOTED ON PLAN.; ! p ..,,,:... .....o.,a.,.-� __- .<:.,... .,. _ t,; x"::"', ,� .lij 5. "STRUCTURAL FLOOR SLAB NOTED 5-1/2" N.W.SLAB TO BE 3-1/2"..CONCRETE ON 2t, 18 GA..COMPOSITE. ' ".. .. "-.. - -.. `° "'` -" d" STEEL FLOOR DECK (TOTAL SLAB DEPTH=:5-1/2"). REINFORCE SLAB WITH 6.x`6 -W1.4 x W1.4 WWF 1N - ' - aG-G I �? ,,eIh+'C,. • "1 sart",rT "a�',::... E'S- :'2 PLACED IN UPPER 113-.OF SLAB, TOP OF SLAB (T,O,C.) ELEVATION"= 861-6 UNLESS OTHERWISE NOTED I$NT�HG _4511 ali �, o. 'S� /o-O iIEV ON PLAN. Si This SLAB I_ 2©-a 20.0 20-C? 25`-(0Illr 21-0 mo ,wwr „B ASPEN '6. REFER SHEETT4- Sl FOR SLAB EDGE:FORM AND WIRE MESH SUPPORT DETAILS. i ® 20-`D - .-.---- - v-- DEPARTMENT 7_ SFFKI (`(V I IM1INC RRF RFSIRN0.?KR Rhl IMF 1 KVFI:.tdFiKRK SHKY RFf iN. - $ _ - - /... - 1'n/.!^O `.'. ��, .. - . 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R4fn �•b 714 5kb . 4, ,�, _ 'a�, : . / • .A ."" , t ,:1 F fl9El t o \\\ Y�rS air �d Iw T3l +ry p' -, Wl4"5J°;"wm¢Jf . - 'M ' /. ./•' ..• :•4 • ••• It7 'P4: `REFER TO$HEFT Si FOR GENERAL NOTES AND TYPICAL DETAILS: r\� _ �`�s / �)q \\ o � �`ay ,v ,. _ 'TOPOF-STEEL (T,O.S.) BEANELEVATION NOTED ON PLAN THUS; (XXX'-XX). THE NUMBER SHOWN - ii • _ _ , / ry ADJACENT TO THE BEAM S)2E DESIGNAT/ON THUS: <X"> INDICATES THE UPWARD CAMBER REQUIRED AT THE r0 \ \, /L V' k ?' + B4H 7v 8xbx/j: - - / �/ , -O �Ir Oxs-D �". .\.•2 ..g .. c`1 '� p,/k,,.. •p \ \\ / /. 1<'' p o $ p ' bps CENTER-QF THE REAM'SRAM. \ 'V ,8x `� / - .' \v.,/ 1J • i `l op Opng, qo 'G U . • �..•'s� . - e ,," .._-, . - THE-NUMBER SHOWN ADJACENT TO THE STEEL BEAM SIZE DESIGNATION THUS-: (XX) INDICATES THE © a , ` • \� - z R. *�' �'r,xe Cl.,t2.r^ ` .{; L R- 4" x. -1 .Z"(AFTER WELDING)HEADED SHEAR STUDS REQUIRED RED BETWEEN THE,ENDS OF / \ � �J/\� ' .Top Of a¢! C'-' -• '4' , ', s i .. 1::::"..-' , NUMSE OF 3/ 4 5 / ( .£ /�a� q) - .. , try _ _THE-6EAM. PLACE 57UDS EY£NLY OYER:7HE 4ENGTFI OF THE $EAM. REFER TO TYPICAL STUD PLACEMENT Q ,\\ AO' 777 .Y%r'J¢S otOf 51O6: • � • .\ > ,w J1lJF'l wfa{ . ".) o x'? , 'sr:- b". / .' rur�.9xirlo.,, • 1st /� "O DETA# S€1N SHEET'S1: . \ / 4 f , 4 . C ^ A... ... 6 .. br / �Ir • ! � ., ._..S7RUG�:'URAL F400R Si;A8.70 BE 4-t./4"'LIGHTWEIGHT CONCRETE t)N 3", 18 GA. COMPOSITE STEEL FLOOR j �-.'' '' ,.�q,.S a/ JO ���.,;, oO�4* yt - _ ,��`,.. , 'q L B.WITH 6 - WI.4 x.W1.4 WWF'PLACED IN r 1 7.OW.EE 03- �,,,, ,m-- -. - v 3" " a __ _ /.: a. � 7 UpPER TOT.At SLAB DEPTH =7-1/4"). REINFORCE 5 A x 6 " _ --- _ _ - -,UPPER'1/3'OP SLAB., TOP-OF"SLAB(T.Q.C.) ELEVATION NOTED ON PLANS AND SECTIONS. REFER TO O �y , .1iP.y 20,$, Nl�a ""'�� � ""' _SUPPORT DETA1LS. Gale At i7antin ¢Exter.'orAnzas. + ` O .. . .SLEET SiFOR EDGE PORN AND WIRE MESH9 N( ls,,, - s, E-: To.WC'Gfi1t=0 +•` ,id Y!.„J.-112-0 ` P 60&LO�J's .'I('P` \ $ "i0 P1 NO SLABS--ON WATERPROOF MEMBRANES SHALL BE NORMAL WEIGHT CONCRETE.REFER TO GENERAL BUILDING -� TG,D anim• "� - �, n' We .Lh',GrtdS D `-'� 4.0 NIL- "8¢law /.=�'G - +$+ - t,'8 ,• /.• :\~4 PGJa // 3 P �n o , RE�EIVEI� MOTE$.SHEEi Si. RE INFORcE TiPEIING SLABS WITH 6 x 5 -W1.4 x W1.4 WWF PLACED IN UPPER 1/3 OF \� /7 .. . ."0- At. , ,/ li 9 1,' b' �1F 5" _ .. , , lO "Y` ( x ,� 2 y� - - 1. ®i�4 fr ` �rl - .. stEE V - ="s,.0, / - .2£)=t' (�. .x�. ?IJC ;' `ZQ.O 'fJ -)( ' *\ •,. :cJIJ a _ STEEL:COLUMNS AVE DESIGNATED ON THE LEVEL WHERE THEY,BEGIN. - • : �4 ? s p „-2o_aJ-, Add 3 SAboYc a..h '..,-.....0,.,' • , 1 18/2Q22 ._ _. .. ._____ ._•__...__._ __....____ .___ _._____'F-_ _-__. ..___.':,,„_ 1. - .-.._ ..__. _.GL_:___-._ _ _ _ ._ _ _-__._ _._____ _.._lt _ _ c idc_.-__.: ...._.__ _- __._....__._'. -. . ___._ T'-. _.. ___..._.._.- _._-_- _ _ _ _ ..____. __ .. _-. _.._ • r_ f B ASPEN BUILDING DEPARTMENT _ '* Ie. .. .�5 9 . f,11,G(¢3 '72"> u Nl6x ZG.(!D) -Niax &OS 2' NIA.oa,(/s)<'/z">. 5a, . ®.. IJ.J .......- C.1 - (�i ) - L,�.{../ ,r, ")'*` . iJ..A 18... Exist Gondolaaldg. 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