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Home My WebLink AboutB12-0596 REV1 PLANS.pdf FOUNDATION NOTES- v VA 1 DATUM ELEVATION 1 00'-D'EQUALS L ACTUAL SITE ELEVATION 8128.4-U.&G.S. C) 2. [XXX'-XX'l INDICATES TOP OF FOUNDATION WALL ELEVATION_ 3. (XXX'-Xr)INDICATES TOP OF FOOTING ELEVATION. FOOTING ELEVATIONS SHOWN ARE MAXIMU MS,AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERWY CHANGES WITH STRUCTURAL ENGINEER,SOILS ENGINEER AND PRECAST SUPPLIER. T4 10 4'-103V T4' 1 V-2 7t8' 7'-4 IQ' 4'-10 318" P4 I V-2 IV 4. INDICATES EXISTING C014CRETE WALLS, RE;SHEET S1.0 FOR MIXDESIGN le REQUIREMENTS. RE:SHEET S3.0 AND S11 FOR LMSAPPOED TO CORE WALLS INDICALTES CAST-IN-PLACE CONGRETt'FALLS' COLUMNS. CafrRACTM SHIALL 777j CCNF`IRM RADIUS OF CU RVATURE WITH ARCHITECT PRICR TO FORMIN& INDI:CA7ESMAS0NRYAfALLS, ALL CMU BELOW GRADE TO BE FUL1Y GROUTED- MASON SHALL COORDINATED BLOGK ELEVATIONS WITH FINAL GRADE AND ARCHITECTURAL DETAILS. ---------- --------------------- 7. CONTRACTOR SHALL FOLLOW ALL REQU IREMENTS LISTED IN SOILS r T REPORT.. RE:SHEET 51.0 FOR ADDITIONAL GUIDELI INES. F-7------------ 8. INDICATES TOP OF SLAB ELEVATION. B. OSHA REGULATIONS SHALL BE FOLLOWED IN ANY EXCAVATIONS OR CUTS. CONTRACTOR SHALL RETAIN A QUALIFIED SHORING SUBCONTRACTOR AND DRILL(3}71$"o X 6"DEEP PROVIDE SUBCONTRACTOR WITH ALL RESULTS OF FIELD I NVESTIGATIONS. - - - - - - HOLE INTO VERICAL FACE ANY AND ALL SKORI NG REQUIRED TO MAINTAIN STABI L ITY OF EXISTING OF EXPOSED FOOTING, SET STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR- #5 X 7-0'REINFORCING BARS C IN EPDXY ADHESIVE 10. AFTER EXCAVATION IS COMPLETE,CONTRACTOR SHALL ASCERTAIN ppi L J LOCA71ON AND INVERT ELEVATION OF ALL UNDERGROUND UTILITIES.Q_ 1 MATCH TO OF EXISTING IF TING ELEVATION COORDINATE CIVIL DRAWINGS WITH ARCHITECTURAL, MECHANICAL,AND z - - - - - -I -T FF- - - - - - - - - - - - - - - -4 PLUMBING. S2.0 11- RECOMMENDED LOCATION FOR CONSTRUCTION JOINTS IN CAST-IN-PLACE WALL IS S2 APPROXIMATELY 4 FEET FROM ANY CORNER RE-TYPICAL DETAILS FOR JOINT PREPARATION AND SEQUENCING. z ....................L I - - 12. PROVIDE SLAB CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN -1 PROVIDE P RE-MOLDE D JOINT MATERIAL PER TYPICAL DETAILS. ---------- r -L DO NOT SAW CUT JOINTS % r - - - - RA FLOOR 13. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS U A S 4SE�A R L Y WITH ARCHITECTURAL DRAWINGS. ff RE-, - S < PLACE#5 BARS AT T-6' LL; ON CENTER MAXIMUM 14. C ENTER FOOTINGS NGS UNDER WALLS S AND COLUMNS UNLESS - - - - - - EACH WAY(40TTOM nLY) DIMENSIONED OTHERWISE ON FOUNDATIION PLAN. C �z tREOTE, GEOTECHNICAL RECOMMENDATIONS R.STEP FLOOR ARE ADVISABLE FOR REMOVAL OF �SSEMBLY Ij EXIS71NG 71,E,BACKS ANWOR SOIL NAILS RE-,NOTES FRAMING NOTES: z- 2'8 it' 10"TYP7) 1. INDICATES DIRECTION OF METAL DECK. 70P OF STEEL SURVEY IS 3 718' (0 REQUIRED PRIOR 70 LAYING METAL DECK SHEETS, SUBMIT TOP OF OL mg STEEL SURVEY 70 STRUCTURAL ENGINEER FOR APPROVAL. METAL DECK 10 If SHALL BE 2'DEEP COMPOSITE PROFILE. MINIMUM CROSS SECTION PROPERTIES BASED ON A MAXIMUM CLEAR SPAN OF 8'-Fr"AND A DECK 2 1 2 YIELD STRESS OF 33KSI SHALL BE AS FOLLOWS- ri 0 0 J--I 52.0 S-.(jn3j) DECK SPAIN S�(in 31R) (WALL S p SINGLE 0,554 0.513 NIA AD 0 C) Ir. I �lz DOUBLE 0.531 0.478 0-492 F-- 4- TRIPLE OAP 0.441 0.453 Z J - T1 -- - - - - j [W-41 0 DECK FINISH SMALL BE 090 HOT DIPPED GALVANIZED, FIREPROOF 8070M OF DECK AS REQUIRED FOR U.L-RATING- 2. ATTACH DECK 70 SUPPORTING MEMBERS WITH 3.14"ARC SPOT WELDS. IN EACH DECK VALLEY. FIELD ATTACHED HEADED ANCHOR STUDS MAY BE SUBSTITUTED FOR WELDS ON A ONE-TO-ONE BASIS. CONNECT DECK SIDE LAPS VVITH(3)#1 q TEK SCREWS. BUTTON PUNCHING IS NOT A V PERMITTED. SUBM17 METAL DECK LAYOUT PUN PER SHEET 31.0 3. STRUCTURAL SLAB ON METAL DECK SHALL BE 6'[TOTAL DEPTH]NORMAL 1A WEIGHT CONCRETE ON 2'COMPOSITE METAL DECK CONCRETE SLAB SHALL -I- - - - - I I I r, _ I� i I �.j z p BE REINFORCED WITH 6X6' 2A X W2-1 W.W.F-(EXCEPT AT RAMP) 0 4. STEEL BEAMS SHALL BE EQUALLY SPACED BETWEEN GRID LINES UNLESS L DIMEN SION ED OTHERWISE, TOP OF STEEL L EL EVATION EQUALS BOTTOM OF - - - - -- - - - - L a - - - - - - - - - - DEGK ELEVATION EQUALS(W-O-)UN L E S-S N07ED OTHERWISE(XU-X.V) 4? 0 L 5. [XXI INDICATES' NUMBER OF 314'DIAMETER X 4'(NET IN-PLACE LENGTH) u HEADED ANCHOR STUDS OISTRIBUT E D BASED ON TYPICAL LAYOUT ON SHEET S5-2 THERE SHALL BE A MINIMUM OF[1 HER EVERY THIRD DECK m VALLEY U-N.O.SUBMIT SHOP DRAWINGS IN DIGATING STUD LAYOUT ALONG 0 DECK RIBS, -C - - - - - - - - - - - - Id . Z 6. FLOOR OPENINGS,INCLUDING FLOOR DRAINS,SMALLER THAN ONE SQUARE FOOT z SHALL BE CORE-DRILLED OR BLOCKED OUT.FLOOR OPENINGS GREATER THAN - - - - - - L ONE SQUARE FOOT SHALL BE BLOCKED OUT. u. z COREF CORE 7, F LOOR 0 PEN INGS LARGER THAN 1'-T X T-0'AND SMALLER THAN 1'.6'X T-6" ------ SHALL BE BLOCKED OUT AN D REIN FO RC ED W ITH 12}#5 X V-0- t==7 EACH SIDE AND 12145 X Z-0-EACH CORNER DIAGONALLY IN THE SLAB. OIL — INDICATES TOP OF CO NGRETE SLAS ON METAL DECK ELEVATION. I 1)w FOUNDATION PLAN_ FIRST LEVEL FRAMING PLAN IP,, 1?4'-VX2 A R EV 15 10 N 08/06/12 CONSTRUCTION 10/4/12 3. 2 3 .55) ISSUED FOR: DATE T W RETAIL� I SAW CUT CONTRACTION SAW CUT CONTRACTION JOINT JOINT 31-0" RATED FLOOR ASSEMBLY COL SAW CUT EXSITING RETAIL SLAB EXISTING STEEL COLUMN 71:�AT 1'4!(MAXIMU M) RE.NOTES PATCH AND REPAIR BE ROUGHENING (INSIDE TENANT WALL) PLACE#4 X EXPOSED VERTICAL SURFACE i- Cr (DOWELS NOT NECESSARY) WITH(1)44 CONTINUOUS GEOTECHNICAL RECOMMENDATIONS L'CONSTRUCTION F I FIRST f LOOR ARE ADVISABLE FOR UND RPINNINGV FIPI)T FICIOR. JOINT ILL � THESE DR,4WING,5 AND SPECIffCATIONSANID THE I SHORING OF EXISTING BOOR ROOM RETAIL LEVEL RE7A CAST EMBEDDED PLATES IDEAS, DE51GN5 AND ARRANOEMENTS Ar -VO07ING CONSTRUCTION LT J,CONS UCTION 318"X 61 X 01-61 WITH(1) REMESENTED THEREBY ARE A141) SHALL REMAIN JOINT Ir -T-3-0 I N T My HEADED ANCHOR STUD INTO PP.0PERTY Cif THE ARCHITECT, A"D NO PART EXISTING FOOTING .----2 10 CLEAR TOP OF WALL. PLACE PLATES THEREOF SHALL BE COPIED, DISCLOSED ro CUT EDGE OF EXISTING FOOTING OIL L- AT 4'-0'ON CENTER(MAXIMU1 OTHERS, OR USED 3N CONNECT10" WITH ANY 1'WER11IFY IN FIEI EA -10 AND WITHIN 2`U" CORNER FWALL WORK OR n0jECT FOR WHEfl THEY HOE BEEN I I- PRIOR TO SLAB POUR. 18 STAIR SIDE REMOVE LAITANCE AND -- PLACE#5 HORIZONTALS PREPARED WITHOUT THE WRITTEN CONSENT or CONTINUOUS KEYWAY OTHER DELETERIOUS [STAIR SIDE AT 1',6'ON CENTER(MAXIMUM) THE ARCHITECT- MSUAL CONTACT WITH THESE (VOID WALL BLOCKOUT I NSIDE. OL MATERIAL FROM TOP OF DRAWINGS OR SPECIf 1CATIONS SHALL FORM)TO RECEIVE WALL, ROUGHEN SURFACE SET#5 VERTICALS AT 2'-D' CONSTITUTE CONCLUSIVE EVIDENCE OF LANDING SLAB ON CENTER MIDWAY BETWEEN ACCEPTANCE OF THESE RESTIUCnONS-V4.17TEN EACH DOML DIMENSIONS ON THESE IRAWINC�S SHALL HAVE PRECEDENCE OVER SCAIED DIMENSIONS. CONTRACTORS 514A1L VERIFY,AND[If RFSPLONSIBLE D DOWELS AT F0R Alt DIMENSION5 AND CONOIJ1ONS ON THE SET95HOOKE F- 2'-L"ON CENTER(MAXIMUM) JOB,AND THL5 OFFICE MUST BE?40TIFIEC OF ANY ASSHOWN VARIATIONS FROM THE OtMENSTOIIL5 AND GEOTECHNICAL RECOMMENDAT 1NSI- COND-1tIONS SHOWN BY THESE DRAWINGS ARE ADVISABLE FOR UNDERPIN ING, v OF EXISTING FOOTING I SEE A2.0 FOR FOOTING STEPS PA�K[NG GAkAGE OIL PLACE(3)-iiX LONr-,VrUDML FOUNDATION AND BARS.00�' < �,ND,TRANSVERSE 6 S�g #5 BARs As�s OWN-DO NOT a-,&— SIMILAR TO SECTION 1 FIRST LEVEL FRAMING 7d- PLACE BARS IN NOSiNGS 77 PLAN SECTION 2. PLACE 95 X 40 SECTION 1 AT V-6'ON CENTER(MAXIMUM) Monroe & Newell 9 Engineers, Inc. 0-Box 1597 Ll 717 14enchmark-Roe d.Suite 204 Avon, Colorado 81620 2 (970)949-7768 cn FAX(970)049-40-S4 Email: avoricepmortroc-newell-com S2 , 0 a, '70' Wak =p Street.Suite 2W Cm ar.Colorado 90202 -a '14),;)623-4927 FAX (303)623-6602 Email: denvueirnanytic-newell.coin CF 'A PO Fl•nx 295 C 0 1 9 619 Main Street,Suite#7 Frisco,.ColorBAa 904•3 Co (970)668-3776 M FAX(970)668-3789 Enu-j]:ftiscoomi=ue-newell.com CL