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HomeMy WebLinkAboutCascade Village Westhaven Condos (4) --- D JAME ORTER - 7 8 I A. E 4 .............. aa}a x • ^ s sc3• x a CID m r T_ C 1 d' e 2 r r. LL 13 sue.... {?+, 9 4 ............. .}}}r}}xsexuacroa:,k ...�'' h a T Nrn � �rna�i E "`�°:aka•' + a lvJ ># I #•''; , a� $ � I BICYCLES (N.I.C.) .........}arrrrxaco-x ea . ' 4 i BICYCLES (N.I,G) BICYCLES (N.I.C.) ~ . : ... '. 13 • 'WALL MOUNTED WALL MOUNTED WALL MOUNTED is ka,,e 12 — a •+ ° °t 1 WALL MOUNTED WALL MOUNTED WALL MOUNTED „ 15 1 HANGERS HANGERS HANGERS k ,. . 1 c� INDIVIDUAL BIKE DOUBLE BIKE DOUBLE BIKE DOUBLE BIKE INDIVIDUAL BIKE INDIVIDUAL BIKE HANGERS HANGERS HANGERS . d 17} � i s ' o ..............rwaarar:aCCCCataacr� Q ,t,;•" :�; M1 frr .................... am<•rr}}o-n}sx d'° V ,•� "ti # #•? y., r:'r::".: •r.. `„ r.,::::::;';y:�y+'" ,r'/"x. 5 + +'�" e h4�r, .. 1 .# / r'�r # §� ,,i ' //err 4�'�� �k < ,�'3`' y=� f� �Fyk. 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WALL WOOD FILLER PANEL WOOD FILLER PANEL ISSUED FOR: DATE: FINISH roVPEC SUBMITTAL 01-31-05 CUSTOM WOOD SKI CUSTOM WOOD SKI CUSTOM WOOD SKI CUSTOM WOOD SKI REVISION 0214-05 LOCKER LOCKER LOCKER LOCKER PEC 02.28-05 ADJUSTABLE WOOD ADJUSTABLE WOOD ADJUSTABLE WOOD ADJUSTABLE WOOD 50%DD pmgrm 03.07-05 SHELF SHELF SHELF SHELF PEC REVISION 03.15-05 PEC REVISION 03-IM 10096 DD SET 04.06-05 10 10 DUPLEX UNIT- revs � 04.26-05 25%CD SET ' / / \\\ _ FINAL DR9 SUBMITTAL 05.23-05 50%CD SET-progress *03-05 75%CD SET 06.30 05 90%CD SET-PERMIT 07-22-05- m / o \ i' 100%CD SET-PERMIT 08.71-05 IN \\\ . . \\ \\ • • \\ \\ , • r/ G+' COPYRICpNT 2000 MORTER ARCHITECTS P.C. \ N. \ \ \ \ \ \ , % \\ // PROJECT#: 0390 SHEET TITLE: INTERIOR ELEVATIONS- it STORAGE 0 P ING L L IL s INTERIOR ELEV. INTERIOR ELEV. 3 INTERIOR ELEV. 2 INTERIOR ELEV. 3l8"■1'-0• A-8,15 3!B'=1'-0" A-8.15 3f8'=1'-0" I i I I I GLASS SHOWER WALL I CONCRETE WALL / �/ LAME 4RTER f SLAB SILL f SHOWER I 7 7 8 WALL �� �1 A � Y4' MDF W/ VINYL a TYP. CEILING SWEET A-6.2 .—�.._. . ._..----------��---- , WALL COVERING a GASKETED GLASS SHOWER DOOR I i a V GYP BD. CEILING $ Z' GYP. BD. WALL SOFFIT— a) .................................. 4 U co LL 4 FURRING CHANNELS " i a v 9 VARIES REF: PLAN LL :n 4 0 cb cfl it SLAB THRESHOLD / Z v 5 N PLASTIC LAMINATE BASE ;a " N f/1 > W cn E 4 STUD FRAMING , BASE TILE TO MATCH I � ', j '. `� FLOOR II 4 REMOVEABLE ACCESS CROWN MOLDING STONE FLOORING a LINE OF FLOOR PANEL: "5/5' GYP. BD. RE: SPECIFICATION OR MDF WRAPPED IN VINYL WALLCOVERING WO 15 BASE DETAIL LOBBY 10 ELEVATION DETAIL - TILE TO COUNTER s SECTION DETAIL - CEILING A$.18 3'■1'-0' A$.18 3'■1'-0' A$.iB 1 112"=1'-0' C G d 2 HR. RATED STUD WALL i I F' BACKSPLASH TILE a / a tYP. CEILING SYSTEM �I •�r; '';.• � RE: SHEET A-B.Z LIGHT FIXTURE Z 40 MDF W/ VINYL RE: MECH WALL COVERING MECH DUCT 0 GRILL I I cl RE: MECH _ J ar. j•:'Y, ;`, SLAB COUNTER vmj. ,4' STUD FRAMING t; L3 GYP Bp. CEILING J CABINET SOFFIT EJ PLASTIC LAMINATE BASE w• '`{ 'rr";,! GYP. BD. WALL SURFACE 9' VARIES REF: PLAN J " '' '• REMOVEABLE ACCESS CROWN MOLDING ONE COURSE 6" GMU -'s `. � a GROUTED SOLID TO PANEL: 5M' GYP. BD. RE: SPECIFICATION MAINTAIN FIRE RATING OR MDF WRAPPED IN VINYL WALLCO'VERING ul 14 BASE DETAIL LOBBY 9 ELEVATION DETAIL - TILE TO COUNTER 4 SECTION DETAIL - CEILING ACCESS PANEL ' A$.18 3'=1'-0' A-8.18 3'-1'-0' 1 1I2"=1'-0" I 4 a 13 METAL STUD WALL SECTION BACKSPLASH TILE GMMU f ALL SHOWER WALLS Q i \ / � BENCH MTL. FRAMING f •: � ... ..J SLOPE Cv ALIGN TYP. CEILING SYSTEM O '�� RE: SHEET A-6.2 STONE SLAB BENCH, f � En SLIGHTLY SLOPED ACCESS 70 STEAM SLAB COUNTER ,,\ *' 0 SHOWER FROM ADJACENT CLOSET, W -TYP. `' \ ' WOOD CEILING ON STEAM ';HOW - CABINET GWB BACKING i EA ER ;o W GENERATOR PROVIDE + CLEARANCE AS PER MFR. \'' ,\ �4' STUD FRA FIELD TILE SLOPE FLOOR TILE TO DRAIN 95' GYP BD. CEILING J I 1■` 13 SECTION DETAIL - STEAM SHOWER BENCH 8 ELEVATION DETAIL - TILE TO COUNTER 3 SECTION DETAIL - CEILING COVE a A$.18 1112"=1'-0' A$.18 3'=1'-0" A$.18 1 1 t7 =1'-0' d ° Ld LL GLASS SHOWER DOOR W/ v` \; SECTION / , GASKET \ / ; ' -- t ' TYP. CEILING SYSTEM �' 7_ Q LINE OF TILE ON WALL RE: SHEET A-6.2 �, BEYOND '��' ' i La L3 L3 TYR CEILING SYSTEM RE: SHEET A-6,2 SLAB THRESHOLD % / , CROWN MOLDING 0 i . RE: SPECIFICATION \ .................. ........... TILE IN MUD SET ON r °uc v:::..:::n.v::..... Q '.: WOOD �IEhI�LIN " INTERIOR OF SHOWER WALL •' 4 STUD FRAMING a ,. *.Y - - - - - - - - L3 �6 GYP BD. CEILING a MECH DUCT It GRILL Q GMMU f ALL WET WALLS ` REF: ME04 5 in 1 , + STUD WALL ;; INDIRECT LIGHT c r FIXTURE - - _ - - _ - _ I MOISTURE RESISTANT GYP. �` " BD. ON OUTSIDE OF ALIGN EDGE OF 4 STUD FRAMING SHOWER WALLS CEILING SOFFIT WITH 46 GYP BD. CEILING EDGE OF LAVATORY " �, ISSUED FOR: DATE: COUNTER BELOW SOFFIT TOV PEC SUBMITTAL 01-31-05 REVISION 02.14-05 I 12 SECTION DETAIL - SHOWER DOOR SILL 7 SECTION DETAIL - CEILING OVER VANITY z SECTION DETAIL - LIGHT COVE CEILING WI MECH. GRILL � PEC 02.28-05 I I A-0.18 3'■1'-0' A-8.1B 1 112'■V-17 A$.18 1 112'■1'-0, 50%DD progress 03-07-05 a• d PEC REVISION— --- 03.15.05 GLASS SHOWER PEC REVISION Z18-05 WALL CAULKED INTO r _ __.. - --�f��;- 5EGTIQ� _. ....-- _04-06-05 40096 DD sl:r STAINLESS STEEL _ -- CHANNEL .......... DUPLEXUNIr-progress 04.2845 /- / 15°16 CD SET,_. ._....,.---- 05.06.05 FINAL ORB SUBMITTAL 05.1 LINE OF TILE ON WALL TYP. CEILING SYSTE Z' RE: SHEET A-6.2 > y: �'J 50%CD SET-progress 06-03-05 BEYOND a ...... _, -prog r TYP. CEILING SYSTEM SLAB SILL f SHOWER ' RE: SHEET A-6.2 75%CD SET____ —__-- 06-30-05 WAL 90%CD SET-PERMIT 07.22-05 ---400%CD SET-PERMIT 09-??-05 I A. , �4" STUD FRAMING 1w�,� ;;� aL TILE IN MUD SET ON 'f:•' t COPYRIGHT 2000 INTERIOR OF SHOWER WALL k £ h \�!J MORTERARCHRECTSP.C. GYP BD. CEILING a GMMU f ALL WET WALLS :`•: 'S SOFFIT ; WOOD G1NGl ' •; INDIRECT LIGHT STUD WALL M c �...... .. --- ,,,. 5" FIXTURE 9 r PROJECT* T TITLE: INTERIOR DETAILS MOISTURE RESISTANT GYP. REMOVEABLE ACCESS CROWN MOLDING �4' STUD FRAMING • BD. ON OUTSIDE OF PANEL: 5/5' GYP. BD. RE: SPECIFICATION SHOWER WALLS OR MDF WRAPPED IN > ,..<., ,.., .•. ...:.. ... . . : .w.,.,:, . ... ... . . ... .., VINYL WALLCOVERING V GYP BD. CEILING SOFFIT uj i J• � I i SECTION DETAIL - SHOWER WALL 6 SECTION DETAIL - CEILING DROPPED BEAM SECTION DETAIL - LIGHT COVE CEILING A$.18 3'=1'-0' A$.iS 1 1!2'=1'-0' A 8.18 1 112'=1'-0" I REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS GENERAL NOTES 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 Ln E I. GENERAL 8. SLAB-ON-GRADE M. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS $ DEFINED BY OSHA. A. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB-ON-GRADE SHALL BE IN LO REFERRED TO FOR ADDITIONAL REQUIREMENTS. STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE; a, THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE 11. METAL DECK { r ' 2 o c B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. W 2 I ° ti a�i A. GENERAL [ -oo cc w c C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL 1. ) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD [� z U v n ti E 9. CONCRETE r o - = g U DRAWINGS. STRENGTH OF 33 KSI. N a - o o 2. DECK SHALL BEAR A MINIMUM OF 1-1/2 INCHES AT SUPPORTS. cm co A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. = � w 6 E D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH 3. � ALL DECK SHALL BE GALVANIZED, PHOSPHATIZED, ALUMINIZED OR ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR PRIME PAINTED, PER MANUFACTURER' S RECOMMENDATION AND U APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: SPECIFICATIONS. 2. GOVERNING BUILDING CODE: IBC 2003 MINIMUM MAX 4• ) DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER WATER/ SUPPORTS WHEREVER POSSIBLE. 3. LIVE LOADS USED IN DESIGN � STRENGTH �� CEMENT SLUMlP AGGR NR PSI CONTI]Vi RATIO IN SIZE 1;1) B. ROOF DECK: A. SEISMIC LOADS PER IBC 2003 SACKS/C.Y. IN 1. ) NO PERMANENT SUSPENDED LOADS, OTHER 1HAN LAY-IN ACOUSTICAL 1. } SEISMIC USE GROUP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [I FOOTING 0 5 0.58 3-4 1 - TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK. `I 2. } SPECTRAL RESPONSE ACCELERATIONS: 1 0 2. } ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER a. SHORT PERIOD, Ss . . . . . L WALL 4000 6 0.48 2-4 0.75 5-7 .qo�p DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. o b. ONE SECOND PERIOD, SI . . . . . . . . . . . . . . . . . . . . . EVATED SLABS ON METAL DECK 00 5.5 -4 .75 0- 3. ) ENDLAPS SHALL BE A MINIMUM OF 2 INCHES, E- 3. ) SEISMIC SITE CLASS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D 4. ) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING REQUIRED 4. ) SEISMIC DESIGN CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 TO SUPPORT DECK AT OPENINGS THROUGH DECK NOT SHOWN ON THE 5. ) SEISMIC IMPORTANCE FACTOR, Ie. . . . . . . . . . . . . . . . . . . . . . 1. 0 DRAWINGS. O o 6. ) SEISMIC RESPONSE MODIFICATION COEFFICIENT, R . . . . . . . 5. 0 y 7. ) DESIGN BASE SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 0467 x W C. FLOOR DECK: 2 -Q ALL OTHERS NOT NOTED 3000 5.5 0.58 2-4 0.75 4-6 ]. ) ATTACH FLOOR DECK TO STRUCTURE AND ADJACENT DECK PANELS PER si B. WIND PRESSURE PER IBC 2003 DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. ¢ 1. ) BASIC WIND SPEED (3 SEC GUST). . . . . . . . . . . . . . . . . . . 90 MPH 2. ) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF 2, ) WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B NOTES: DECK UNITS. 3. ) WIND DIRECTIONALITY FACTOR, Kd. . . . . . . . . . . . . . . . . . . . . 0. 85 1. TOTAL AIR CONTENT PERCENTAGE RANGE, CHANGE TO 5-7 IF EXPOSED TO FREEZING TEMPERATURES. 3. ) NON-COMPOSITE DECK BY OTHER MANUFACTURERS MAY BE SUPPLIED IN 4. ) WIND TOPOGRAPHIC FACTOR, Kzt. . . . . . . . . . . . . . . . . . . . . . . . 1. 0 LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES, YIELD STRESS 5. ) WIND IMPORTANCE FACTOR, Iw. . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECIFIED AND IF APPROVED BY THE STRUCTURAL ENGINEER. C. ROOF 4. ) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES 1. ) GROUND SNOW LOAD, Pg. . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DEFINED AS THE in 2. SNOW EXPOSURE FACTOR, Ce. . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 CLEAR SPAN BETWEEN SUPPORTS. 3. SNOW THERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . I . . . . . . . , . . . 1. 0 B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CEMENT. 5. ) 'TEMPORARY SHORING SHALL NOT BE USED ON NON-COMPOSITE FORM 4. � SNOW IMPORTANCE FACTOR, Is. . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. 5, MINIMUM FLAT ROOF SNOW LOAD, Pf. . 100 PSF (NOT REDUCED) Q 6. ) FLOOR DECK SUPPLIER SHALL BE RESPONSIBLE FOR THE PREPARATION 6. � ROOF LIVE LOAD (NON-SNOW). . . . . . . . . . . . . . . . . . . . . . . 20 PSF OF HEADED ANCHOR (SHEAR) STUD PLACEMENT DRAWINGS. NUMBER OF 7. ) ROOF TOP OR SUSPENDED EQUIPMENT. . . . . . . . . . . . . . . AS NOTED D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A SHEAR STUDS SPECIFIED PER BEAM ON DRAWINGS IS BASED ON 100% MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL OF THE AISC VALUE FOR THE CONCRETE TYPE AND 28-DAY STRENGTH D. LOBBIES & STAIRS. . . . . . . . . . . . . . . . . . . . . . 100 PSF (NOT REDUCED) REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED SPECIFIED AND SHALL BE THE MINIMUM PROVIDED. INCREASE WIRE FABRIC SHALL CONFORM TO ASTM A185. NUMBER OF STUDS AS REQUIRED BASED ON STUD PLACEMENT AND E. CORRIDORS: SHEAR STUD CAPACITY FOR METAL DECK CONFIGURATION REQUIRED. 1. ) FIRST FLOOR. . . . . . . . . . . . . . . . . . . . . . 100 PSF (NOT REDUCED) E. REINFORCEMENT PROTECTION 2. ) ABOVE FIRST FLOOR. . . . . . . . . . . . . . . . . 80 PSF (NOT REDUCED) 1. ) CONCRETE PLACED AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . 3" 12. LIGHT GAGE METAL FRAMING 2. ) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: F. STORAGE (LIGHT). . . . . . . . . . . . . 125 PSF (NOT REDUCED) a. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1-112:' A. 16 GA. AND HEAVIER STUDS SHALL HAVE A MINIMUM YIELD STRESS OF b. BARS #6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 50, 000 PSI. 18 GA. AND LIGHTER STUDS AND TRACKS SHALL HAVE A G. PLAZA: PEDESTRIAN ACCESS ONLY. . , . . . . . . 100 PSF (NOT REDUCED) 3. ) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH. . . . 3/4" MINIMUM YIELD STRESS OF 33, 000 PSI. 4. ) CORE WALLS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" H. GARAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF B. STUDS AND TRACKS SHALL BE 20 GAGE MINIMUM. F. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR 0 I. RESIDENTIAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF (NOT REDUCED) AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND C. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE OPENINGS. WELD STUDS TO EACH OTHER WITH 1-1/2" LONG ]/8" FILLET 4. STRUCTURAL STABILITY DURING CONSTRUCTION 36 BAR DIAMETERS MINIMUM. WELDS AT 12" O. C. EACH SIDE. PROVIDE STUD TRACK AT EACH HEAD AND O G. DETAIL AR N A SILL. a A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH L B 5 I ACCORDANCE WITH ACI DETAILING MANUAL", ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED D. REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO BRACED. CONCRETE, ' ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING FOUNDATION, FLOOR OR ROOF. Q B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. AND METHODS. H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT 13. MASONRY CONCRETE MASONRY:A. La C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER POSITIONS SHOWN ON PLANS AND DETAILS. ]. ) CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ] EACH FACE WITH 2' -0" PROJECTION AROUND OPENINGS IN WITH LEVEL COURSES ACCURATELY SPACED, FULL UNIT MORTAR ACHIEVE THE FINAL COMPLETED STRUCTURE. I. PLACE 2-#5 ( ) CONCRETE; PLACE 1-#4 ( iN TOPPING) WITH 2' -O" PROJECTION AROUND BEDDING SHALL BE USED FOR THE FIRST 3 JOINTS AT THE TOP AND Z Lg D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. BOTTOM OF WALLS AND AT INTERMEDIATE BOND BEAMS. FACE SHELL MORTAR BEDDING MAY BE USED FOR INTERMEDIATE COURSES. ALL MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE J. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. JOINTS SMALL BE 3/8" NOMINAL AND SHALL BE TOOLED SLIGHTLY CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA CONCAVE, AFTER MORTAR HAS REACHED ITS INITIAL SET 50 THAT 0 REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS MORTAR WILL. BE THOROUGHLY COMPACTED AGAINST EDGE OF UNITS, J EMPLOY A "QUALIFIED PERSON" AS DEFINED IN OSHA REGULATIONS TO SHALL BE PERMITTED UNLESS THE ARCHITECT' S AND STRUCTURAL 2. ) RUNNING BOND SHALL BE USED UNLESS OTHERWISE NOTED. SPECIFY THE RESOLUTION OF SAFETY ISSUES, ENGINEER' S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF 3. } HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8" X 16" NOMINAL REINFORCING STEEL. FACE SIZE WITH THICKNESS AS SHOWN ON THE DRAWINGS, J 0 E. THE STRUCTURAL STEEL FRAME IS "NON-SELF-SUPPORTING" PER RISC CODE 4, ALL BLOCK SHALL BE ASTM C90, GRADE N, TYPE 1 MOISTURE ) OF STANDARD PRACTICE, 1986. TEMPORARY BRACING SHALT. REMAIN IN � CONTROLLED, WITH 1900 PSI AVERAGE NET AREA COMPRESSIVE � PLACE UNTIL ALL FLOORS, WALLS, ROOF AND ANY OTHER SUPPORTING L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED STRENGTH. ELEMENTS ARE IN PLACE. THE STRUCTURAL DRAWINGS ILLUSTRATE THE BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE 5, } BLOCK WEIGHT CLASSIFICATION: LIGHTWEIGHT, UNLESS OTHERWISE ri COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, SHALL BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED NOTED. PROPERLY SUPPORTED AND BRACED. PARTICLES, OR DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS, 6. ALL COMPLETED MASONRY WALLS SHALL DEVELOP 1500 PSI ULTIMATE } F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND COMPRESSIVE STRENGTH (f' m) IN 28 DAYS.M. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED B. MORTAR SHALL CONFORM TO ASTM C270 TYPE S, WITH A MINIMUM COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL COMPRESSIVE STRENGTH OF ]800 PSI. O SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE C. GROUT SHALL CONFORM TO ASTM C476, WITH A MINIMUM COMPRESSIVE REVIEW PRIOR TO CONSTRUCTION. CORNER. STRENGTH OF 2500 PSI. a 5. SUBMITTALS N. PROVIDE STIRRUPS WITH 2-#4 TOP SUPPORT BARS FOR LENGTH OF STIRRUP T SPACING WHERE TOP BARS NOT OTHERWISE PROVIDED. D. REINFORCING BARS: DEFORMED BARS, MINIMUM YIELD STRENGTH 60 KSI. A. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO 0. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT E. EXCEPT WHERE OTHERWISE NOTED, HORIZONTAL REINFORCING FOR WALLS Ll STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A SPLICES AND WIRE TOGETHER. SHALL BE "DUR-O-WAL" LADDER TRUSS TYPE JOINT REINFORCING PLACED TIMELY MANNER TO PERMIT ]0 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. AT 16" CENTERS. PROVIDE PREFABRICATED CORNERS AND TEES AT ALL t P. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY WALL CORNERS AND INTERSECTIONS. HORIZONTAL JOINT REINFORCING B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. SHALL BE PLACED IN THE FIRST TWO BED JOINTS IMMEDIATELY ABOVE AND INCLUDING STRENGTH TEST DATA AND MANUFACTURER' S LITERATURE ON BELOW ALL OPENINGS, AND SHALL EXTEND A DISTANCE OF 24" BEYOND ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 Q. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 EITHER SIDE OF THE OPENING.WEEKS PRIOR TO ON-SITE USE OF THESE MATERIALS. KSI, F. ALL ITEMS REQUIRED TO BE BUILT INTO MASONRY SHALL BE INSTALLED AS C. GENERAL AND SUB-CONTRACTOR NOTES: 10. STRUCTURAL STEEL THE MASONRY WORK PROGRESSES. CUTTING AND FITTING OF MASONRY ri SHALL BE PERFORMED BY MASONRY MECHANICS USING MASONRY SAWS, 1. } THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI G. MASONRY WALLS SHALL BE TEMPORARILY SNORED AND BRACED UNTIL THE ALL ELSE, UNLESS NOTED OTHERWISE. DESIGNED LATERAL SUPPORTS ARE INSTALLED. En 2. ) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR B. USE STANDARD FRAMED BEAM CONNECTIONS MEETING REQUIREMENTS OF SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER H. LOW LIFT GROUTING: AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE "MANUAL OF STEEL CONSTRUCTION", AISC 1989, WITH 3/4" MINIMUM 1, } VERTICAL GROUT POUR SHALL NOT EXCEED 5' -0" IN HEIGHT, GROUT RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE DIAMETER A325 BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE NOTED. FOR 8FAMS WITHOUT DESIGNATED LOADS ON DRAWINGS, SELECT LIFTS MAY BE UP TO 5' -0" IN HEIGHT. uj WITH THE PROJECT ECIF[CATIONS. CONNECTIONS TO SUPPORT 60% (75% FOR COMPOSITE BEAMS) OF TOTAL D. DEFERRED SUBMITTALS: THE FOLLOWING ITEM ARE ENGINEERED BY UNIFORM LOAD CAPACITY IN BENDING FOR EACH GIVEN BEAM AND SPAN, I. HIGH LIFT GROUTING: PLUS THE REACTION DUE TO ANY CONCENTRATED LOADS. MINIMUM OF TWO 1. ) VERTICAL GROUT LIFTS SHALL NOT EXCEED 5' -O" IN HEIGHT. OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE 2. ) PROVIDE CLEANOUTS A? BOTTOM OF EACH POUR. PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER. AFTER (2) BOLTS PER CONNECTION. 3. TOTAL HEIGHT OF VERTICAL GROUT POUR SHALL NOT EXCEED ]2' -O" REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE IN ANY ONE DAY. BUILDING OFFICIAL. 0 C. ALL BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 4. ) RECONSOLIDATE TOP 2 TO 4 INCHES OF GROUT BETWEEN LIFTS. 1. } METAL STAIRS D. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, J. FILL BLOCK CELLS 50LIDLY WITH GROUT A DISTANCE OF 24" BENEATH AND 6. SPECIAL IN CT[ONS CONTINUOUS UNLESS OTHERWISE NOTED, 12" EACH SIDE OF BEAM REACTIONS OR OTHER CONCENTRATED LOADS. A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE E. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. K. AT BOTTOM OF MASONRY WALL, PROVIDE DOWELS EMBEDDED INTO CAST-IN- =FOR CONSTRUCTION= WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER F. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A. W. S. PLACE CONCRETE OR WELDED TO STRUCTURAL STEEL SUPPORTS AT EACH ISSUED FOR: DATE, 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING QUALIFICATION TESTS. VERTICAL REINFORCING BAR. DOWEL SIZE SHALL MATCH VERTICAL STRUCTURAL WORK; REINFORCEMENT. 25%CD SET 05-06-05 1. ) 1704. 3 STEEL CONSTRUCTION 2. 704. 4 CONCRETE CONSTRUCTION G. HEADED STUD CONNECTORS: CONFORM TO A. W. S. D 1. 1, STRUCTURAL 50%CD SET-progress 06-03-05 3. 1704. 5 MASONRY CONSTRUCTION WELDING CODE. USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWISE L. SPLICES NOT PERMITTED IN REINFORCING BARS EXCEPT A5 DETAILED OR NOTED. AUTHORIZED BY STRUCTURAL ENGINEER, WHERE PERMITTED, SPLICES MADE 75%CD SET 06.30-05 4. 1/04. 1 L CONDITIONS BY CONTACT LAPS, SHALL BE A MINIMUM OF 40 BAR DIAMETERS. - 90%CD/PERMIT SET 07.22-05 7. FOUNDATIONS - FOOTINGS H. HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN F VERTICAL,5 M. PROVIDE ONE VAL, ULL HEIGHT, IN EACH OF TWO ADJACENT ° ACCORDANCE WITH A. W. S. D1. 1 STRUCTURAL WELDING CODE, # TOO�CDSET 09-01-05 CELLS, EACH SIDE OF ALL OPENINGS, UNLESS OTHERWISE NOTED. A. REFERENCE PROJECT SAILS REPORT PREPARED BY HPGeotech, NUMBER 104 100°BCD&permit set 09-19-05 741, DATED NOVEMBER 18, 2004 FOR ADDITIONAL INFORMATION AND I. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE N. GROUT ALL REINFORCED CELLS AND BOND BLOCKS FULL. REQUIREMENTS. WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 WITH# OSHA REGULATIONS, LATEST EDITIONS. 0. REFER TO DRAWINGS AND SPECIFICATIONS FOR REINFORCING AND OTHER INCHES BELOW ADJACENT FINAL GRADE. J. STEEL MEMBERS EXPOSED TO VIEW SHALL BE CLASSIFIED AS REQUIREMENTS. C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (HESS). AESS MEMBERS , ' P. WHEN TEMPERATURES DROP BELOW 40 DEGREES FAHRENHEIT AT ANY TIME UNTIL BRACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE BRACING IS SHALL MEET SPECIFICATION REQUIREMENTS PER AISC CODE OF STANDARD INSTALLED. PRACTICE, CHAPTER 10. ALL WELDS SHALL BE SMOOTH AND CONTINUOUS DURING MASONRY CONSTRUCTION OR CURING PERIOD, COLD WEATHER U:p 136 IN APPEARANCE. WHERE INTERMITTENT WELDS ARE SPECIFIED, PROVIDE PROTECTION PROCEDURES PER PROJECT SPECIFICATIONS SHALL BE FOLLOWED AUTO BODY PUTTY FILLER ALONG JOINTS IN BETWEEN WELDS. ALL PLATES . •.ti D. ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN: . . . . . . . . 45 PCF SHALL BE HIGH DEFINITION GAS CUT, GRIND ALL EXPOSED EDGES ,,,,,,,,,,,,,•� E. AT-REST LATERAL EARTH PRESSURE USED IN DESIGN: . . . . . . . 50 PCF SMOOTH. 1� E F. PASSIVE LATERAL EARTH PRESSURE USED IN DESIGN: . . . . . . 350 PCF K. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY - - BRACING SHALL BE CONNECTED TO ANGLES, PLATES OR OTHER MEMBERS G. COEFFICIENT OF SLIDING FRICTION: . . . . . . . . . . . . . . . . . . . . . . . . 0. 5 DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL O COPYRIGHT 2000 BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN C MORTERARCHITECTSP.C. H. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTING CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. REMOVAL OF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK OR ARE EXPOSED TO VIEW. PROJECT A- 04110 I. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN: . . 3, 000 PSF SHEET TITLE: GENERAL NOTES L. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS. OAF 0 1 #4x 12" D.C. 4„ 2x4 CONT KEY % = REDWINE DISCONTINUE WWF AT JOINT CONSTRUCTION —�. Al 14MIL114= OR CONTROL JOINT STEEL (OR CONCRETE) a, COLUMN �� REDVANE ENGINEERS INC. z x x— —x—X—X RE: ARCH FOR TREAD DIMENSIONS AND CAYOUT 1'-6" STRUCTURAL CONSULTANTS o PILASTER � 0 1/2" INSOLATIO #4 @ 12" O.C. LAP 150 E. Beaver Creek Blvd, A204 1'-0° 4" 4" 1'-O" 90° ^'� JOINT MTL NOTE: Avon, Colorado 81 632 MAKE ALL LONGITUDINAL BARS CONTINUOUS el 11 KEYED AROUND CORNERS - PROVIDE 970 74$-0711 CONSTRUCTION JOINT - - - �- PILASTER 2 2'-0" o_ #4 x o F TYPICAL % 2 x 3'-0" SMOOTH DOWEL W N PREVENT BOND- COAT ONE END TO 2 ` 1 CORNER BAR OR EXTEND BAR 2'-0" # E 4 TOP & BOTTOM ' CONSTRUCTION BEYOND CORNER WHERE POSSIBLE $ v �. OR CONTROL JOINT I WALL % % % (2) #4 BOTTOM DISCONTINUE WWF AT JOINT �� GO��� • • o ix �0 5� ISOLATION JOINT - TYP w a� x x Off' % % x x % %- % C31 QO LL Ilk- 6. c ° 1`° L J 8" (1) #4 TOP & BOTOM o L �y I �� � o � Q EX� O EXPANSION JOINT MIN o L) E L) o^iaa) E 4„ • % % % % % % % 1 Q 2 MIN z o V-6. \J #4 0 12” O.C. EA WAY " #4x [a 18" O.C. 01 8 1 P_6" I� -.0 MIN 1 #3 NOSING BAR - TYP 2 MIN x x SAWCUT OR PREFORMED � 1'-6" � • • 1/2" EXP JOINT MATERIAL W 4x 18" O.C. c 71ROIEL AFTER WEEN 4 O 12 8" # 1� 4 " MIN 8" (2) #5x CONT rA SLAB—ON —GRADE JOINT DETAILS B SLAB—ON —GRADE ISOLATION JOINTS rC-'*"\ S LAB—ON —GRADE STEP DETAILS rD-"**""`\ E SLAB—ON —GRADE STEP DETAILS SLAB—ON —GRADE STAIR DETAIL o.o NO SCALE YO NO SCALE Q.Q NO SCALE �.O NO SCALE O O.O NO SCALE a STD HOOK (2) #5x F- 21-0 - TYP RE: DETAILS FOR TOP & BOTTOM REINFORCING - TYP T.D.W. -36 BAR 0 LAP T.O.W. RE: PLAN & DETAILS RE: PLAN DETAILS LOOSE LINTEL SCHEDULE z ,�Q OPMNG WIDTH LINTEL SIZE N END j 5-3" 1 > `V (2) #5z 2 -0" L3/2x3>/2x/4 6 1.OR LESS 36 BAR 0 LAP �7 OVER 5'-3" L4x31 z1 LLV 6" STD Y TO 7'-0" /2 /4 ( ) HOOK T.O.F. ' 1/2 1/4 (LLV} OVER 7 -O" L5x3 x OR „ RE: PLAN & DETAILS TO $'-0" W6x9 W/ BOTTOM RI/4"x CONT 6 OVER 8'-0" 1-601/20/16 (LLV) OR T.O.F. TO 9'-6" wax 10 W/ BOTTOM R 1/4"x CONT 8" o y RE: PLAN & DETAILS OVER 9'-0" W8x15 W/ BOTTOM P 1/4"x CONT 8" 36 BAR 0 LAP TO 10'-6" OVER 10'-6" RE: PLAN 111110 HIM 11111 11 11 112'-0" 0— J NOTES: #4x 2'-0" I. PROVIDE ONE ANGLE FOR EACH 4" OR LESS THICKNESS OF MASONRY, NOTES: 1'-0" MIN TO MATCH FOOTING 2. WHERE W SECTIONS ARE USED, THE CONTINUOUS BOTTOM PLATE SHALL BE 112" LESS 1, CORNER BAR SIZE TO MATCH LONGITUDINAL REINFORCING Q IN WIDTH THAN THE WALT. THICKNESS. / PRIMARY HORIZONTAL REINFORCING. WHERE SPECIFIED 3. FOR OPENING WIDTHS GREATER THAN 6' -3", PROVIDE SOLID GROUTED OR SOLID MASONRY JAMB UNDER EACH END OF LINTEL, 4. FOR OPENING WIDTHS GREATER THAN 9' -6", PROVIDE (2) 5/8"0 x V -6" ANCHOR BOLTS AT EACH END OF BEAM, SLOT HOLES 2" AT EACH END OF BEAM. rG C Q R N E R BAR DETAILS H FD N WALL & FOOTING STEP — Z F LOOSE LINTEL SCHEDULE o.o NO SCALE: O.O NO SCALE Lj O.O NO SCALE a T.O.W. J JOINT QNCRETE MASONRY WALL CONSTRUCTION NOTES RE: ARCH DISCONTINUE HbRkZ _ 1. ALL MASONRY TO HAVE PERIODIC SPECIAL INSPECTION. 6. THE GROUTING AND REINFORCEMENT SPECIFIED IN THIS SCHEDULE SHALL EXTEND THE ; ,.x PROVIDE SOLID CMU BLOCK USE TYP WALL REINF IN FIRST L REINF ® CONTROL JOINT 8' CMU LINTEL SCHEDULE Ej ❑ C3 FULL HEIGHT OF THE WALL UNLESS NOTED OTHERWISE. ALL REINFORCEMENT AND GROUT ; '{ @ TOP OF SILL - TYP CELL EACH SIDE OF JOINT CAULK JOINT - RE. ARCH 2. WHERE ONE BAR 1S SPECIFIED IN A SINGLE CELL, THE BAR SHALL BE CENTERED. SHALL BE PLACED IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE, PROVIDE '``'` a' '>^-' RE: DETAILS fOR REINF OPENING BOND BEAM REINFORCING BEARING a 4 ADDITIONAL BARS IN THE WALL AT ALL CORNERS, ENDS OF WAILS, EACH SIDE OF BUILDING PAPER WIDTH HEIGHT EACH END 3. WHERE VERTICAL BARS EACH FACE ARE SPECIFIED IN A SINGLE CELL, PLACE ONE BAR OPENINGS, AND EACH SIDE OF EACH CONTROL JOINT AND EXPANSION JOINT UNLESS ;. �a: :;: ;;:: 5'-6" „ ADJACENT TO EACH FACE WITH 2 1/2 BETWEEN THE BAR AND THE MASONRY UNIT THUS: NOTED OTHERWISE, : .` ` ` OR LESS 8 (2) #4 8 SEE PLAN FOR ; ,:�'- :,:.•„•:•_,.,. 4 .:,.. I . /2” CLEAR •, .,,. 1 7. UNLESS NOTED OTHERWISE, BOND BEAMS SHALL BE REINFORCED WITH (2) #4 BARS. .; �,,;�;, •,;,:R;�;I,;: WALL THICKNESS ;~' ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, INTERSECTIONS GROUT FULL HEIGHT OVER 5'-6" 16" (2) #4 8" AND ACROSS CONTROL JOINTS. TO 7'-6" TYPICAL SILL WALL INTERSECTION - VERITCALS 'MICHIC�IW" KEYED WHERE TWO HORIZONTAL BARS ARE SPECIFIED IN A SINGLE BOND BEAM, PLACE THE BARS IN A HORIZONTAL PLANE, ONE BAR ADJACENT TO EACH FACE WITH 2 ] 2" CLEAR 8. ALL WALLS SHALL HAVE CONTINUOUS ARID BEAMS TI TOP OF WALLS, JOIST USE ONE VERTICAL BAR OVER 7'-6" " (2) #4 BETWEEN THE BAR AND THE MASONRY THUS: / BEARING ELEVATIONS, ROOF DECK BEARING ELEVATIONS, AND AT HEADS AND SILLS OF CENTERED IN EACH CELL DISCONTINUE HORIZ JOIN - 16 8 WINDOWq, DOORS ANn OTHER OPFNiNGS FXTFNID REND RFAMS AT HI=ADII AN{ STl.1. . . c� A" "ylI ?vo sr�I�-� REINF �ICONTROL JOINfT & BOT . . TO 10 6- „ -. ..;.. . ... .. TOE_„ ...... . ....,, _._.... . . . ..... .......�,.. - 1 OF ALL OPENINGS 2' -0" BEYOND JAMB UNLESS NOTED OTHERWISE. OTHER BOND BEAMS `•`•'' CELL I A WALL i OF IN rlttSI� OVER 10 6 " (2) #4 5 t I-�AN I-OK " CLEAR WALL THICKNESS - 3^ + /2 ARE NOTED ON PLANS, IN THE DETAILS AND IN THE CMU BEAM AND LINTEL SCHEDULES °� ` `' CELL EACH SIDE OF JOINT CAULK JOINT - RE. ARCH TO 14'-6' 24 TOP & 30T 12 >� BOND BEAMS AT JOIST BEARING ELEVATIONS SHALL BE CONTINUOUS ACROSS CONTROL CONTROL JOINT UNITS WHERE PLACEMENT OF TWO HORIZONTAL BARS IN A BOND BEAM INTERFERES WITH THE JOINTS. END OFD ALL - VERTICALS 9. ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUCTED IN >;T.; < NOTES: PLACEMENT OF TWO VERTICAL BARS [N A SINGLE CMU CELL, THE HORIZONTAL BAS — WALL ABOVE OPENING .. , ':.:;;a.�.: ]. EXTEND MASONRY WALL VERT REINFORCING CONTINUOUS THRU END SHALL BE MOVED TO THE INSIDE OF THE VERTICAL BARS SO THAT THE SPECIFIED _ �" ' � • PLACEMENT OF THE VERTICAL BARS f5 MAINTAINED THUS: RUNNING BOND, INCLUDING TRANSITIONS FROM ONE WALL THICKNESS TO ANOTHER, OF LINTEL. INTERSECTING WALLS, EXCEPT WHERE NOTED OTHERWISE. ;. SEE PLAN FOR 1/2" CLEAR 10. SEE THE MASONRY BEAM SCHEDULE AND THE LINTEL SCHEDULE 4N THIS SHEET FOR " ` �` ''r+ I, ;11 "'�`'` WALL THICKNESS ' `•'` " — — °'4`:;•:;: ';;;jar.,,:' PRIMARY WALL VERT REINF ADDITIONAL REQUIREMENTS. SEE THE GENERAL NOTES ON SHEET SO. 01 FOR ADDITIONAL M 0 - Q DISCONTINUE HORIZ JOINT 71 REQUIREMENTS. RE: ARCH REINF � CONTROL JOINT 4. SUPPORT VERTICAL BARS IN POSITION AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS AND AT BOTTOM OF EACH GROUT POUR, 11. MASONRY REINFORCING STEEL SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL Me - CAULK JO#NT - RE: ARCH o ` WALLS SHOWING THE SPECIFIED HORIZONTAL AND VERTICAL REINFORCING, U USE TYP WALL REINF IN FIRST I 5. OPENINGS IN NEW CONCRETE MASONRY WALLS SHALT_ BE CONSTRUCTED USING CMU LINTELS RE: DETAILS FOR REINF CELL EACH SIDE OF JOINT PREMOLDED CONTROL JOINT #4x N�� 16" O.C. ONLY TYPICAL UNLESS NOTED OTHERWISE. '•;;' #2. RE: PLAN, DETAILS AND GENERAL NOTES FOR ADDITIONAL WALL REINFORCING & N INSERT En GROUTING REQUIREMENTS NOT COVERED IN THESE NOTES. TYPICAL CMIU- VERTICALS MAM EARI BNG - VERTICALS SASH UNITS 8" NOMINAL J CONCRETE MASONRY WALL CONSTRUCTION NOTES K TYP MASONRY REINF L CMU CONTROL JOINTS M S " CMU LINTEL SCHEDULE O o NO SCA O.O NO SCALE - NO SCALE O.O NO SCALE TYP % % % % x % x % % x x % % % % %—x % x % 4WFOR CONSTRUCTION — — — — — — — — — — — — — — — — — — — — ISSUED FOR: DATE.' A, 8 MASONRY PARTITION WALL - 25%CD SET 05-06-05 1 2-6 1/8 2-6 RE: ARCH FOR THICKNESS 50%GD SET-progress 06 03-05 & LOCATION - REINF W/ N. #4 VERT 0 48" D.C. - TYP 75%CD SET 06-30-05 U.N.O. 90%CD/PERMIT SEr 07-22-05 J 100%CD SET 09-01-05 L6x4x1/2x2'-0" EA SIDE #4x J C-4 DOWELS -- N 8'-0" O.C. MAX - 8" 100%CD&permit set 09-19-05 8" DEEP BOND BEAM CENTER ON BEAM BENT R 1/4"x u, x0'-8" - ALT HOOK DIRECTION W/ {2) #4x CONT - TYP @ 4'-0" D.C. TOP OF PARTITION WALL - z CENTER THICKENED CLEAR INSIDE WIDTH a SLAB ON WALL f1- QO,...EG/s ACTUAL WALL THICKNESS �1 Q,:•' + 1/B T.O.C. oc •'t. v; RE: PLAN % % % % % % % % U 13673 z d z (2) #4x CONT E4 EQ 6" 1'-4" 6" oc COPYRIGHT 2000 MORTER ARCHITECTS P.0 WALL PERPENDICULAR TO BE6MS WALL PARALLEL TO BEAM THICKENED SLAB PROJECT#: 04110 N MASONRY PARTITION SUPPORT P MASONRY PARTITION SUPPORT KQ @ MASONRY PARTITION WALL SHEET TITLE: TYPICAL CMU& I FOUNDATION O.O 3/4" - 1'-0" 3/4"1 3/4" = 1'-0" O.O NO SCALE DETAILS NOTE: WHERE BEAMS ALIGN ON EA SIDE OF COL OR 23/4" 1 j" u " „ GIRDER WEB OVER A COL - PROVIDE ONE L '-Ok_ J.,I f: y? "�� 3 x "I_" (A36) 1 2 t " SPLICE LONGER THAN THE OTHER L ON EA BEAM & /zn \TYP .; j.}.. ............. ��� OFFSET THE LONG L ON EA SIDE TO ALLOW 4" �� _ _ Q REDWINE ERECTION OF EITHER BEAM FIRST OR PROVIDE I I I ` `�`�` ALT SHOP WELDED SEAT L FOR ERECTION I I ° �`� \, ;,, I I o " RmW1NE ENGINEERS INC. I 10 &m I ° �� I ° ` J �, STRUCTURAL CONSULTANTS z � I O " I O o f , moo I W J o ° �� M I II ° "' o M z � " � � I M m ` °� o N (BEAM WEB TO 150 . Beaver Creek Blvd, A204 o z OPPOSITE SIDE Colorado 81632 WHEN ANGLE IS l 970 748-0711 1 ? o I I rt LESS THAN 45 0) �, = - L I I I R "T"x5"x'L" A36 �2) L 4x31 xT"x'L" "` A6) N TYP 3 MIN 3/1L'I.�............. E i " ■ BENT E%"x71/4"x"L" (A36) �un ALT SEAT L & BOLTS FOR TYP I " ALLOWABLE LOAD KIPS ERECTION GIRDER " "N ROWS OF 3/4y BEAM SSE .LENGTH ALLOWABLE "N ROWS OF 3/� BEAM SIZE ANGLE ANGLE WELD SIZE ALLOWABLE LOAD, KIPS � � m w 3 MIN ALT SEAT L & BOLTS A325N BOLTS ■L, IN A325N BOLTS LENGTH THICKNESS "W", IN 'N' ROWS OF 3/�"4 PUTS LENGTH 10 ( ] A36 A572, Gr 50 'N ROWS OF BOLT DIA R THICKNESS LENGTH WELD SIZE A325N BOLTS 'L, IN v IN "L IN "1N" IN "L IN "T", IN A36 A572, FOR ERECTION ® COLS A,32� BOLA (0) Y, "� � "� � gO BEAM SIZE LOAD � ■� ALLOWABLE LOAD, KIPS 2 W8-W12 51/2 14 15 KIPS KIPS a -00 1\" ROWS OF 3/`'0 BEAM SIZE ANGLE WELD SIZE t „ 2 W12-W14 51/2 3/8 3/16 19 26 2 c 4 A325N BOLTS LENGTH THWESS "W IN A36 A572, Gr 50 3 W12-W18 81/2 24 26 2 w8-w12 3/4 1I4 6 3116 l2 3 3 2 w8-W12 6 10 �' ° `w ° 0 IN Y, IN t 3 W16-W18 81/2 /s /16 36 49 Z v v e v 4 W16-W24 11 37 37 3/4" 1/4 3/1fi 4 W18-W24 111/2 3/s 1/4 57 78 3 W12-W18 9 i9 04 0 FLANGES TOP FLG BOTH FLG FLANGES TOP FLG BOTH FLG /z 3 W12-W18 9 24 T ti = UNCOPED COPED COPED UNCOPED COPED COPED 5 w18-w3D 141/2 46 46 4 W1 6424 3/4' 5/16 12 1/4 36 3 1 4 W1 6424 12 29 �-■ 04 cn 7 c, 0 E 2 W8-w12 51/2 1/4 3/16 16 16 13 22 22 18 6 W21 436 171 55 55 3 " 5 , 5 w24-w3o 141/2 /s /4 91 118 /2 5 W18-W34 /4 /16 15 /4 45 t 5 5 W18-w3D 15 39 3 W12-W18 81/2 1/4 3/16 29 29 24 39 39 34 7 w24-w36 201 65 65 3 a 5 6 W27-W36 171/2 /z /ts 106 174 1/4 /z 6 W21-W36 /4 /8 18 /16 53 7 W30-W36 201/z 1/z 5/ts 161 198 6 W21 436 18 49 4 W16-W24 111/2 /4 /1s 47 47 41 64 64 57 8 W27-W36 231/2 74 74 7 W24-W36 3/4" 3/s 21 5/16 61 1 t 5 7 W24-W36 21 59 1 3 8 w30-W36 23/z /z /1s 180 222 5 W18-W30 141/2 /4 /1s 70 70 62 88 88 87 g w3D-w36 261/2 $3 83 8 w27-w36 1" 3 24 5 101 NOTES: 6 W21-W36 171/2 1 3 95 95 88 104 104 104 /s Its NOTES: 1. HOLES TO BE SHORT SLOTTED HOLES IN PLATE, STANDARD /+ Its NOTES: " 3 1, HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES. N '/4 1. WELD CAPACITY IS BASED ON A 1/4" HALF-WEB FOR THE SUPPORTED BEAM, 9 W30-W36 1 /1s 27 /g 133 2, WELDING ELECTRODES ARE E70XX. HOLES [N BEAM. 1■�■I 7 w24-w36 201/2 /+ /1s 119 119 117 119 119 119 FOR HALF-WEBS OVER 1/4", ALLOWABLE LOADS MUST BE REDUCED PROPORTIONALLY NOTES: 2. WELDING ELECTRODES ARE E70XX. W 4 8 W21-W36 231/2 1/+ 3/1s 133 133 133 133 133 133 TO 8% FORA 112" HALF-WEB. 1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. Lu NOTES: 2. WHEN ANGLE CONNECTIONS ARE BACK TO BACK AND THE WEB THICKNESS OF THE 2. WELDING ELECTRODES ARE E70XX. SUPPORTING BEAM IS LESS THAN 0. 51" FOR A36 BEAMS OR .37" FOR A572, Gr 50 1. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLES AND STANDARD HOLES IN SUPPORTING MEMBER. BEAMS, THE ANGLE MUST BE STAGGERED OR THE ALLOWABLE LOAD REDUCED BY U 2. WELDING ELECTRODES ARE E70XX. THE RATIO OF THE ACTUAL WEB THICKNESS TO THE MIN WEB THICKNESS. 3. IF OFFSET LONGER L' S ARE USED FOR ERECTION AT COLS USE THE ALLOWABLE LOADS FOR THE LESSER ROW OF BOLTS (N). O .0 3. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLE AND STANDARD HOLES IN BEAM. N 4. WELDING ELECTRODES ARE E70XX. .� A DOUBLE ANGLE FRAMED CONNECTIONS rff'*� S INGLE ANGLE FRAMED CONNECTIONS KT%� S HEAR PLATE CONN @ COLUMN KD"%� B EAM SPLICE CONNECTIONS rE"s\ S KEWED F TIONS �.O NO SCALE O.O NO SCALE O.O NO SCALE O.O NO SCALE �'� THICKNESS NO SCALE MIN WALL CL SLOTTED HOLE IN WT M FULL PEN N TYP W 5/&" RETURN GENERAL CONTRACTOR NOTE: EMBED le W/ 7/8"4 H.A.S. 3" W TOP STANDARD DOUBLE ANGLE COORDINATE SIZE AND LOCATION OF ALL - (2) STUDS PER ROW 0 z FRAMED BEAM CONN STRUCTURAL STEEL FRAMES AROUND 8" GAUGE N RE: SCHEDULE 't 5/16 SLAB OPENINGS WITH MECHANCIAL CONTRACTOR N T.O. = T.O.S. AND STRUCTURAL STEEL SUPPLIER - TYP RE: PLAN TYP STEEL BEAM 1/4 2 TYP OR JOIST I 3/16 II I WT5x "L" (A36) STEEL I OR JOIST 3�4"� ERECTION BOLTS iN 3 '0 HILTI KWIK-BOLT II 3/t "x21/2" HORIZ SLOTTED BEAR FLOOR DECK II 5/16"x3" Ia 0 I I I I ON DECK SUPPORT 5 OR L3x3x3/1s FACE OF 0 48" O.C, (EMBED = 43/4") '� H L5 IN WT ANGLE 11 WITH VERT LEG COPED CONCRETE 1 " 21/" RETURN NOTE: AT SKEWED CONNECTIONS, N l /4 W TOOPa & BOT I I DECK SUPPORT II BEAM PROVIDE FULL-PEN WELDED STD HOLE IN BM WEB IEtf"xd"x hf + 2" I I I I L 4x4x%4 METAL ROOF DECK PLATES TO MAKE AN EQUIVALENT 7 N np _ ___ VARIES /8' M FULL PEN � I I OPENING 1 I WT SECTION TO 2%' TYP I I I II = - _ _ _ _ _ }--- "' BEAU SIZE WT SIZE WELD PLATE SIZE NO. do SIZE ALLOWABLE MINIMUM WALL ZZNZ STANDARD DOUBLE ANGLE a I I I t s --- 'L' THICKNESS OF HAS. LOAD THICKNESS (IN) FRAMED BEAM CONN I I I W IN (Kips) HEADER L6x3 2x t6 5/16 I I I LLV N COPE VERT LEG /4 5 1/2" " � � " " I AS SHOWN 0 EA II L4x4x1 COAT I I END TO CLEAR BEAM W8-w12 WI5x19.5x0'-6" /ts x 12 x 1 -2' (6) /8 0 x 7 16 8 FLANGE - INSTALL II W12-W18 WT5x19.5x0'-9" 5/ts 3/+" x 12" x 1'-10" (1O) �/e"0 x 7" 2fi $ I BELOW FLOOR DECK II TYP 2 SIDES DECK PARALLEL W16-w24 WT5x19.5xl'-0" 5/16" 3/4" x 12" x 2'-2" (12) 7/8"0 x 7" 36 8 I I I I I VARIES BOTTOM FLUTES I I I I II W21-w24 WT5x19.5x1'-3" 5/16 3/4" I I I I II W24 (2) L5x5x3/8x 1'-6" 5/16 3/4" x 12" X 2'-10" (16 7/8"0 x $" 60 10 I RE: PLAN FOR SEAM SPACING W24 (2) L5x5x%xl'-8" 5/16' 3/4" x 12" x 3'-2" (18) 7/8"4 x 8" 68 10 I W24 (2) L6x6x1 x1'-8" 3 3/4* x 14 x 4'-2" 24 7/810 x 8" 100 10 i NOTES: 1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL /2 /8 /4 ( ) Is a PENETRATIONS GREATER THAN 12'� W24 (2) L6x6x1/2x1'-8" 3/g" 3/4" x 14" x 4'-6" (2 6) 7/8"0 x 8" 109 10 Ptf xd x P + 2 2. FOR OPENINGS LESS THAN 12"� BLOCK OUT OPENING IN CONCRETE NOTES: 1. ALTERNATE METHOD OF DECK SUPPORT MAY BE SUBMITTED BY CONTRACTOR N TYP AND REINFORCE SLAB PER GENERAL NOTES ON S001. DO NOT CUT FOR REVIEW. NOTES: METAL DECK UNITS UNTIL CONCRETE HAS REACHED FULL STRENGTH. 1. IF SHIMS ARE USED,INCREASE THE WELD SIZE BY THE THICKNESS OF THE SHIMS -3/4" 2. EMBED PLATE SETTING TOLERANCES: t 2" VERT AND ± 2" HORIZ. F BEAM MOMENT CONN rGN)i DECK OPENING FRAMING H FLOOR DECK SUPPORT AT COLUMN J TYP METAL DECK CONN TO CONC. 3, CONCRETE: 4060 PSI NORMAL WEIGHT MINIMUM. a 4. HD. ANCHOR STUDS: AWS D1.1,f - 60 KSI. O.O NO SCALE O.O 3/4" = 1'-0" 0-.0y NO SCALE O.O 1 1/2" = 1'-0" 5. WELDING ELECTRODES: E70XX, (3 K STEEL BEAM CONN TO CONCRETE WEB PENETRATION SCHEDULE O.O NO SCALE J a 0 i TYPE PENETRATION SIZE WEB REINFORCING PLATES WELD a PLATE Fy D H (IN) W (IN) LOCATION A (IN) (KSI) (IN) BEAM U 1 4 4 - NONE REQ'D - - - O Q O2 6 6 - NONE REQ'D - - - CL OPENING � RE: PLAN !1? A ABOVE & BELOW � OPENING � RE: PLAN O3 5 13 - NONE REQ'D - - - OPENING -RE: SCHED TYP R 'A' ABOVE & BELOW OPENING N RE: SCHED w a O4 6 18 - NONE REQ'D - - - � � 111/4x2 'B' EA SIDE OF OPENING FULL HEIGHT TYP _ O5 5 11 - NONE REQ'D - - - STEEL BEAM RE: PLAN 3 16 I I K W a STEEL BEAM RE: PLAN - - - . ® .. ._. 1D 28 .... . ..._....__.....NONE REQ�©....__..._._ ..: ........ . .. .. .. .: .... . . .. ,' HS5 GIRT N RE. PLAN , i � � SO D3 7 13 33 BS R3 x3x3-9 '/16" 36 - N I HSS COLUMN RE: PLAN - /8 _ - - � _ -, I I i LA ® 11 19 NONE REQ'D m = , � �9 12 26 BS IT 1x3x4'-3" 5/te" 36 - L z I I U V � � 10 iD 29 - NONE REQ'D - - - - OPEN OPEN ° - - - - I PLAN In 'I 11 13 26 BS R%x2x3'-4" 1/4" 36 - _ - T - T - `�' I �, AN R=1 1r�2 7 20 - NONE REQ'D - - - N TYp z i I i L3x3x1/4x0'-5" TOP & BOTT L�j 13 5 5 - NONE REQ'D - - - o o I I BEAM SIZE Wi SIZE PLATE SIZE N0. dt SIZE ALLOWABLE U14 7 15 - NONE REQ'D - - - `� 3 16 "L OF HAS. LOAD NOTES: 1/2" TYP W12 9" 1/2" x 6" x 2'-2' (6) 7/8"0 x 8" 16 1. 0 INDICATES ROUND WEB PENETRATION. W a TYP " " " „ „ „ 2. OS IN LOCATION FIELD INDICATES TYPE ' A' PLATE ON ONE SIDE OF WEB. W24 1 -6 3/4 x 6 x 5-D (14) 7/s� x 8 16 "BS" IN LOCATION FIELD INDICATES TYPE ' A' PLATE ON BOTH SIDES OF WEB. (0 IN SCHEDULE) 3. 'H' MAX SHALL BE LESS THAN 0. 60 x d BEAM. 3/16 TYP 4. REFER TO ROUND AND RECTANGULAR WEB PENETRATION DETAILS FOR NOTES: ADDITIONAL INFORMATION. 1. IF SHIMS ARE USED,INCREASE THE WELD SIZE BY THE THICKNESS OF THE SHIMS -3/4' 5. REFER TO PLAN FOR WEB PENETRATION TYPE AND LOCATION. 2. EMBED PLATE SETTING TOLERANCES: t 2 VERT AND t 2 HORIZ. 3. CONCRETE: 4000 PSI NORMAL WEIGHT MINIMUM. 4. HD. ANCHOR STUDS: AWS D1.1,f = 60 KSI. 5. WELDING ELECTRODES: E70XX. rL%N\ WEB PENETRATION SCHEDULE rM%� T YP ROUND WEB PENETRATION rN"*NN T YP RECTANGULAR WEB PENETRATION P TUBE TO TUBE DETAIL STEEL BEAM CONN @ EDGE O.O NO SCALE �O3 NO SCALE O.O NO SCALE O.O 3/4" _ -0" �-oNO SCALE ANGLE VARIES- RE- CONSTRUCTION RE: PLAN ISSUED FOR: DATE: 25%CD SET 05-06-05 N STEEL BENT- 50%CD SET-progress 06-03-05 z RE: PLAN 75%CD SET 06-30-05 oy 7" E3 12 4" RE: ARCH 90%C01PERMIT SET 07-22-05 x-r�'-•---TR c R- I I 100%cD SET 09-01-05 4 " � a MIN w 12" 5" `V w 3 100%CD&permit set 09-19-05 /16 pap z 1 /I/I 7 Y 36" 24" OR 36" L 32" P PROFILE B oo.REG/ V� Zip METAL ROOF DECK SCHEDULE CONCRETE SLAB ON METAL DECK SCHEDULE T & B SECTION PROPERTIES CONNECTIONS CONCRETE SLAB SECTION PROPERTIES METAL DECK SECTION PROPERTIES CONNECDONS FLANGE DIAPHRAGM TOTAL SLAB DIIPHRAGM •"'••.. TYPE DEPTH DESIGN I SP Sn Fy PERPENDICULAR SUPPORTS PARALLEL SUPPORTS SIDE LAPS CAPACITY (MIN) TYPE THICKNESS CONC THICKNESS DEPTH DESIGN Tp In Sp Sn Fy PERPENDKULAR SUPPORTS PARALLEL SUPPORTS SIDE LAPS CAPACITY (MIN) •...q..•••' IN PROFILE GAUGE THICKNESS IN /Fr IN'A7 IN'/FT KSI ACOUST�L FINISH PLF IN IN PROFILE CONCRETE REINFORCING IN GAUGE THICKNESS IN"/Fr IN /Fr ICI s/FT IN'/FT KSI COMPOSITE FINISH p� FASTENER PATTERN FASTENER SPACING FASTENER NO. PER SPAN FASTENER PATTERN FASTENER SPACING FASTENER NO. PER SPAN RD-1 11/2 C 20 0.0358 0.212 0.234 0.247 33 NO GALVANIZED 5/8"0 PUDDLE WELD 36/7 %"0 PUDDLE WELD 24" #10 TEK SCREW 6 496 FD-1 61/2' 41/2" A NORMAL WEIGHT 6x6/W2.1xW2.1 W.W.F 2 18 0.0474 .557 .557 .512 .518 40 YES GALVANIZED %no PUDDLE WELD 36/4 5/8110 PUDDLE WELD 24" WELDED 7 2070 0 COPYRIGHT 2000 C' MORTER ARCHITECTS P.C. RD - - - - - - - - - - - - - - - - - FD-2 5" 3' A NORMAL WEIGHT 6x6/W1.4xW1.4 W.W.F. 2 18 0.0474 .557 557 512 .518 40 YES GALVANIZED 5/8"0 PUDDLE WELD 36/4 %"0 PUDDLE WELD 24" WELDED 7 2070 RD - - - - - - - - - - - - - - - - - FD-3 3" MIN 2" MIN B NORMAL WEIGHT 6x6/W2.9xW2,9 W.W,F. 1 24 0.0239 .057 .059 .098 .103 60 NO GALVANIZED #12 TEK SCREWS 33/4 #12 TEK SCREWS 24" #10 TEK SCREWS 3 1720 RD - - - - - - - - - - - - - - - - - FS - - - - - - - - - - - - - - - - - - - - - - RD FS PROJECT#: 04 910 RD - - - - - - - - - - - - - - - - - NOTE: 1. RE: ARCH FOR LOCATIONS OF SPRAY-ON FIREPROOFING. DO NOT GALVANIZE DECK WHERE FIREPROOFING IS REQUIRED. SHEET TITLE: TYPICAL STEEL DETAILS K'Q""\ METAL ROOF DECK SCHEDULE R CONIC SLAB ON METAL DECK SCHEDULE S FULL PEN WELD @ STEEL BENT O,O NO SCALE O.O NO SCALE N SCALE !I i TRACK WIDTH TRACK WIDTH METAL STUD PROPERTIES TO MATCH NOM Q TO MATCH NOM KING STUDS - RE: DETAILS REDWINE WALL WIDTH == WALL WIDTH FOR TRIMMER STUDS SIZE ■ FLANGE ` S" �` F TYPE GA WIDTH OR � y IN LEG, IN IN4 N' IN - LBS KSI REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS STUD 35/8 16 1% 0.873 0.482 10691 33 � NOTES: a 1. ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES. 150 E• Beaver Creek Blvd, A204 STUD 6 20 15/8 1.808 0.538 11516 33 4 TRACK WIDTH TRACK WIDTH 2. SCREWS TO BE NO. 10-16 (D I AM = . 19 INCHES). Avon, Colorado 81632 STUD 6 16 15/8 2.862 0.928 30753 50 6' EXT STUD WALL SCHEDULE 10" EXT STUD WALL SCHEDULE �� TO MATCH NOM TO MATCH NOM SLIP CON- F 3. SCREW SPACING & EDGE DISTANCE 3/8" (MIN), 970 748-0711 WALL WIDTH WALL WIDTH '0'� 4. WHERE ACCEPTABLE 1/$" FILLET WELDS MAY BE SUBSTITUTED STUD 6 14 1% 3.524 1.174 39811 50 STUD STUD TYPE 1 TYPE 2 TYPE 3 TYPE 4 � - - - --- - FOR SCREWS. 1" OF WELD = 3 SCREWS. 5. ALL WELDED LIGHT GAUGE MTL MUST BE 16CA (MIN). STUD 6 12 1% 4.841 1.613 57017 50 h (ft) STONE VENEER SIDING h (ft) STONE VENEER SIDING 6. TRACK I5 REQD @TOP & BOTTOM OF ALL WALLS. r ^ STUD 10 18 15/8 8.027 1.412 27905 33 (L/C) (L/240) (U600) (L/240) METAL STUD WALL OPENING SCHEDULE 7. SPACE STUDS @ 16" 0. C. MAX U. N. 0. v , E 5 10 6"x2Ogo @ 24" O.C. 6"x2Ogo @ 24" O.C. 10 10"xl8ga @ 24" O.C. 10"x18go @ 24" O.C. 8. PROVIDE (3) STUDS MINIMUM @ WALL CORNER. STUD 10 16 1 /8 9,958 1.716 51370 50 WALL KING STUD ROUGH HEADER SILL JAMIE 9. EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED 06 STUD 10 14 1% 12.323 2.464 83533 50 12 6"x20ga ® 16" O.C. 6"x20ga @ 24" O.C. 12 10"x18ga � 24" O.C. 10"x18ga @ 24" O.C. OPENING THICKNESS REMIARKS STUD/STUD AND STUD/TRACK CONNECTIONS MAY BE U a, � � r IN TYPE SUDS TRACK TYPE STUDS TRACK KING TRIMMER U SCREWED OR WELDED IN ACCORDANCE WITH APPLICABLE o u� o E' STUD 10 12 1% 17.090 3.417 120760 50 14 6"xl6go @ 16" O.C. 6"x209a @ 24" O.C. 14 10"xl8go @ 24" O.C. 10"x18go @ 24" O.C. UP TO 3'-0" 6 1 (2) 6"-20GA (2) 20GA 2 - (1) 20GA (1) 20GA (1) 20GA - 50.84 BUILDING CODES. W 2 Lu ° i LIS TRACK 35/8 16 1�/4 0.663 0.322 6364 33 16 6"xl2go @ 16" O.C. 6"x2Oga @ 16" O.C. 16 10"x18go @ 24" O.C. 10"xl8go @ 24" O.C, 3'-0" TO 6'-0" 6 1 (2) 6"-20GA (2) 20GA 2 - (1) 20GA (2) 20GA (1) 20GA - �'�""" z ILL L9 v I`D• `C? �1 ^� r 0) V TRACK 6 20 1�/4 1.239 0.326 6435 33 18 6"x12 o @ 12" O.C. 6"x16 a @ 16" O.C. 18 10"x18 o @ 16" O.C. 10"x18 o @ 24" O.C. 6'-0' TO 9'-0" 6 1 2 6"-20GA 2 20CA 3 1 6"-20GA 1 20GA 3 20GA 1 20GA - ER RE: C S613 % N o o E 9 9 9 9 ( ) { ) ( ) ( ) ( ) ( ) TRACK 6 16 11/4 2.206 0.671 13257 33 20 - 6"xl4ga @ 16' O.C. 20 10"x16go @ 16" O.C. 10"xl8go @ 24" O.C. '-0" TO 12'-0 6 1 (2) 6"-20GA (2) 20GA 3 (1) 6"-16GA (1) 16CA (3) 20GA (2) 20GA - E TRACK 6 14 1 /4 2.843 0.891 17611 33 " " " " p HEAD TRIMMER ROUGH ENIN �•� 22 - 6 xl2go @ 16 O.C. 22 10 x14go @ 16 O.C. 10 xl8go @ 24 O.C. 2'-0" TO 15'-0 6 1 (2) 6"-16GA (2} 16GA 4 (1) 6"-12GA (2) 12GA (3} 16GA (2} 16GA MAX HT = 15'-0" RE: A F H v TRACK 6 12 11/4 4.050 1.305 29367 33 0,51LL TRIMMER ROUGH ARC OPENING, 24 - 6 xl2go @ 12" O.C. 24 10 p xl2go @ 16 O.C. 10"x18go @ 16" O.C. TRACK 10 18 11/4 6.088 0.882 17432 33 NOTES: TRACK 10 16 1 1/4 7.994 1.436 28379 33 NOTES:. RE: ARCH FOR PARTITIONS & M I SC, FRAMING. 1. RE: DETA]L L/S0. 04 FOR CANT]LEVER S]LL FRAMING. E H TRACK 10 14 11/4 10.236 1.963 38786 33 TRACK S0.04 50.04 NOTES: 0 W 4 1, RE. ARCH FOR PARTITIONS & M]SC FRAMING, c CL 0 A METAL STUD PROPERTIES B METAL STUD WALL SCHEDULE rC'**"'N METAL STUD WALL OPENING SCHEDULE D TYP METAL STUD WALL CONSTRUCTION ro o"O NO SCALE O.o NO SCALE O.O NO SCALE O.O NO SCALE a RE: PLAN NOTE: DETAIL ALSO APPLIES WHERE STUD VERT SURFACE TYP - TOP WALL FRAMES TIGHT TO UNDERSIDE OF STEEL SUPPORT OF STRUCTURAL STEEL SUPPORT 1/s 1 & BOTTOM KING STUD En J U O z z TRACK 14CA x CONT TRIMMER STUD-----, FOR HEADER HEADER N RE: C/5613 TYP 1/8 2 CLR DIMENSION +2" N (3 " MIN) U.N.O. I KING STUDS SCREW TRACK TO DO NOT FASTEN IE 16GA EA SIDE HEADER @ 12" O.C. SHEATHING TO 11/2"-16GA U CHANNEL BRIDGING W/(6) SCREWS R 16 GA EA TRACK IN UPPERMOST PUNCHED OPNG AS SHOWN SIDE W/ (9) 16GA VERTI-CLIP SLB SERIES W/ (2) SCREWS TO CLIP ANGLE _ SCREWS INTO FASTEN TRACK TO CONC BY THE STEEL NETWORK i X X FX KING & HEADER XI 4xx. W/5/320 POWDER DRIVEN W/ (2) SLOTS - TYP @ EA STUD CONT TRACK FASTENERS @ 16" O.C. PLUS " 1 1/2x1 1/2x16GA CLIP ANGLE OVER TRIMMER X X X (2) @ EA JAMB - SELECT (2) #12x1 /2 SELF TAPPING + + W/ (2) SCREWS TO EA STUD XI X IX PIN TYPE MATCHED TO SUPPORT SCREWS THRU STEP BUSHINGS SCREW EA STUD TO MATERIAL N 1 /e" MIN EMBED - INSTALL @ BOTTOM OF SLOT TRIMMER STUD TRACK TYP METAL STUD TYP i FOR SILL CONC OR STEEL SUPPORT BEAR HEADER ON TRIMMER STUD N a TRIMMER STUD FASTEN TO KING BRIDGING ALTERNATE: CONTINUOUS SC ( ROWS OF W a SCREWS @ 12' O.C. 13 NOTES: STRAP ON BOTH SIDES OF WALL STAGGERED 1. EACH SLIDE CLIP SHALL HAVE 790 LB LATERAL (HORIZONTAL) LOAD CAPACITY. SCREWED TO EA STUD 2. PROVIDE (2) SLIDE CLIPS MINIMUM AT @ MULTIPLE STUD CONDITIONS. a 3. SIZE OUTSTANDING HORIZONTAL LEG OF SLIDE CLIP FOR SPECIFIC STUD SIZE I & GAP TO VERTICAL SURFACE OF STEEL SUPPORT. i La rE"*NN TYPICAL STUD WALL TRACK CON - F VERTICAL SLIP CONNECTION G SLIP HEAD CONNECTION H SILL JAMB CONNECTON @ OPNGS J HEADER JAMB CONNECTON @ OPNGS Z 19 O.O NO SCALE O.O NO SCALE Q,O NO SCALE �-o 1 1/2" = 1'-0" O.O NO SCALE a (3 JJ Ej J 0 Ll V% uj „J a BRfCK VENEER RE: ARCH W a l a l 6" MTL STUD WALL i ! ✓ j En DUR-O-WALL D/A 213 @ 16" O.C. -SCREW TO METAL STUDS W K TYPICAL STUD WALL VENEER ANCHORS 0.04 3/4" = 1'-0'• AWFOR CONSTRUCTIONJW ISSUED FOR: DATE., 25%CD SET 05-06-05 50%CD SET-progress 06-03-05 75%CD SET 06-30-05 90%CD/PERMITSET 07-22-05 II 100%CD SET 09-01-05 l 100%CD&permit set 09-19-05 op REG�s Off'' Odd -`• d q 13673 Z3 COPYRIGHT 2000 MORTER ARCHITECTS P,C PROJECT#, 04190 SHEET TITLE: TYPICAL METAL STUD DETAILS SON04 REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 A B C D E F G H >s L 3'-�" 3'-1" 10'-7" 32'-0" 9'-11" 39'-Ch" 3'-9" a -° o ° e K W 1? �° � I• as U- o 9 Q � 7'-�" ,3'_1" 1i'-B " 7'-2Y" 16'-V2" 11'-15/g" „'_ 1'- " 1'-11�" 14'-15/g" 9'-5 " 11'-0" ?��, 3 Z U N P .11 lo 01 3'-11 " 5'_0' 8" 8" ] N c M Io I►'I ti o c �y I 3b 0'�" = cv co J cs w 1r K T,O.W. EL =VA IES NRE: C IL I I I T.O.W. EL = 80 5'-0" / S5.01 B.O,W EL =8037'-D' B.O.W. EL = 8027'-6"' Y.O.W. EL =RE:S . 2 / -- � - � T.a. ARA ET T.O. PARAPET 1 e.;0'0 _ 43' 0" B.O.W. EL =8027 I 8045'-0" I T.O.C. = 8029'-0" P b ? ] " 3?"Op O ]_ " 1 ��� A � - 0"4V."EI.=6039'-5t/ it Q S5.01 °D , T O.W. EL =8039'-5t/ T 55.01.0 B.O,w. EL =8021-6 1 BO.W. EL =8027-6- - - - - - - -- - - -- - - --- - - - - - - - - -- - - L - - J L _ _J R 6OX OUVER 0 two! � I 5501 1 I I °' ! I RE: C/55.01 T k! £. O 17" O I 11. I I O. PARAPET r_ B W 6Z 9 '�0 y 4 -ON T.O. PARAPET I I I I I 1 4" I 8n 8" I 18n I I I / / �+ 7 6 Q `0" ? / ]8-fib 39- a =8039'-51 8042' o - TYP. S5.01 - - I ! I K I / I r_ 1 7 0 a p 3 " T•O.w, EL / I I - - - H 11 -11 - © _ r -- I -- U I I r - / / ? aOl QD'� R�'•S401 B.O.W. EL -$027 6 J �g0 XS501 L �_(,p � N I ! I T. .F. - O.F. I T•b,F, - - - 0 7 L J I 8 27'- R I I Ig 2 I/ I T.O.F. 1J 1 a / ,fib En J I l I I L - - -- ss.o1 A 027-6 1 - - ° ,� L -- _ _ _. �- - Sz.O - 8027'-6" _ Lai J I � � �], 8" �e1 o N L - I I T.O.G. T,:�,C,. 1;Q.L 1.7u, b T.O.C. � '• r _ �]�" 8" Q .Q ©r A028'--. 2'/2" T.O.W. EL =8039'-5t/" L J ;� B.O.W. EL =8027'-6" 1'-0" ! A.W. EL = RE: .02 _ R / _ / / 4 7 11 I I B. . EL =802 -5" L. L _ _ / _- I 0 F S _ - O I TIa.F 1ti�`' KO,F. J ° 2'-0" TYP I I ,: �Q'�' O.F.I ! EL p E I I I r•o,F. _ I _ 7 -o - - - r_D,,: I f, I s5.o1 - - I-1w j o��+� Gz7'-6" so 7'_ �- .�;... z.ot � r T•O.PARAPET U - J I r:, I I DN L _ - - J , 4'�;>'.,�,' / L F / / " En TYP. - 1 I 0 _ _ _ 2 _ _ I 8043'-2" S5.01 I 1 "X17" LOUVE 4'- 1 1`-11Y" - . --.� t " '-3Y" 20'-0" T.O.W. EL - E:54.D2 d .O.W. EL = 8039'-,,, R : c/s .01 „ ! $ S5.01 I I I I - - - - I / L ro.F `� e,o £� `RS's % / z a W B.O.W. EL = 8027-0" B.O.W. EL = 4-6 C I 6 X6 UVER -n t;, B 1 °' :?OR', ,I? I Q T, W. EL =8039'-51/1, I Il 0?9'�Db . I o 4 O , n ITS '� / �� ]Q b 'io ]moo" C..1 s5.o1 I I R 5. =�y r--- S 1 I B. .w. EL =8024-6 I I I I I _ _ / �o Lg r - I _ _ - _ _ ,- - - s5.o1 J $" 1 I ! �0 ©- - I I ` � • . I I A � O / - f // N I r -'I I Fes---Ic 1 1 O / f- / ]� 0 5 - -�- - - - - I =__ - - -- - - - - �J7 / 00� A� 1 N; � s r 1 G CD � -- ..... » n -- 11, /� l Q �•�' lv , l , / '�`/ '•0y � £l ` _ ,J EL =8024'-6 11'-0 1 - ! I 11'-9" L b'OX3S -I _ c I l I �ti gow 80¢] .� T.O.W. EL -8039 -5t/" p �,,c, I ! ! - - B RE: C/55.01 �/ 8.pw 1 8°���5j 4 �� D I ge,5 i f( �$o� 5/b I ! I I I T. W. EL I I 1 1 o r B.O.W. EL =8024-6 I I 2 - - - I I� - 55.01 I .O.W. E =8027'-0" !;l%r / S,S0 e r T.O,W. EL 8039'-51P2 1 r- _ I I T.O,W. EL =8039', t/2" TYP ® _ _ `3,r,_ 7 / '�6!� W, .61 _ CONC PIER r _ _ _ S / / . £.S40] EL"= 8024'-6" �* _ -- _ K B.O.W. EL =8027- " 1 .0. PAf�APET �o OW, ' L X07 .01 T.O.W. EL = 8035'-6N - 55.01 8045 8 £( � _ Q I A I B.O.W. EL = 8024'-6" - Q H ! ! T.O•W. EL = 8032'-6" 1 / BpW ` i 55.01 55.01 J ]0" - l c -11%" 4'-08" 11'-9'_ " s$A B.O,W. EL = $024'_6" r0 8��4P 0" _ J L_ " / �Ol 480£ X1,0 °' '' `D Z Ld ._ Ji •�0 F' 84$r8" " �._ J "'�•;1�_ e _ ]0`4" ]5,�� l 7 .01 T.O.W. EL =8029'-6" BO ca Li D B.O.W. EL =8024'-6" r �.. / /�_ w _. .. . I�. ?x48 ` �C, ¢] If o _ � S -01] / r0 Pq _� _ _ ` " BOW £ -804] 5 , b _ .0 C �f'� T 804"-8 ' ` 0�U'0" J 3b Vr ,�JOQ, LOS, £L C7 � _ _ .01 / B,Q 803 ' - W24 GIRDER Tilly £� W £( -803]60�b 3�- b ABOVE FOUNDATION PLAN 8.OW `8035 " , r , �■■� - N 1/8" = 1,_a,. £I '803] 6 J l 10 O b0, I. SLAB-ON-GRADE SHALL BE 5 INCH THICK NORMAL WEIGHT CONCRETE. 2. REINFORCE SLAB-ON-GRADE WITH 6X6/W2. 1 XW2. 1 W. W. F. CENTERED IN THICKNESS SPREAD FOOMNG SCHEDULE s OF SLAB. 3. PLACE SLAB-ON-GRADE OVER 4 INCH THICK LAYER OF FREE-DRAINING GRAVEL AS I�AR!( FOOTING SIZE REINFORCING REMARKS SPECIFIED AND APPROVED BY THE GEOTECHNICAL ENGINEER. RE: PROJECT SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 0 4'-0"x4'-O"x1'--4" (5) #5 EA WAY #5 @ 12" O.C. EA WAY TOP STEEL 4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE - APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN 0 5'-0"x5'-0"x1'-4" (6) #6 EA WAY #5 0 12" O.C. EA WAY TOP STEEL AREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. WORK POINT 5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: T�; ON PLAN. CO 6'-0"x6'-0"x1'-4" (7) #6 EA WAY #5 0 12" O.C. EA WAY TOP STEEL �-o 1/4" = 1'-0" 6. FOOTING TYPE INDICATED THUS: V ON PLAN. RE: SCHEDULE THIS SHEET © 6'-6"x6'-6"xi'-4" (7) #6 EA WAY #5 12" O,C. EA WAY TOP STEEL FOR ADDITIONAL INFORMATION. T.O.F. 7. TOP OF FOOTING ELEVATION NOTED THUS: ON PLAN. OE 7'-0"x1'-O"x1'-8" (8) #6 EA WAY #5 @ 12" O.C. EA WAY TOP STEEL XXXX.X 8. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS DIMENSIONED OTHERWISE 0 7'-6"x7'_6"x1'_8" (9) #6 EA WAY #5 0 12" O.C. EA WAY TOP STEEL JWFOR CONSTRUCTION 4W ON PLAN. TOW . 9, TOP OF WALL ELEVATION INDICATED THUS: � ON PLAN. O 8'-0"x8'-O"x1'-$" (10) #7 EA WAY #5 12" O.C. EA WAY TOP STEEL ISSUED FOR: DATE, B.O.W. 25%CD SET 05-06-05 10. BOTTOM OF WALL ELEVATION INDICATED THUS: ON PLAN. «� 8'-6"x8'-6"x1'-$" (10) #7 EA WAY #5 0 12" O.C. EA WAY TOP STEEL 50%CD SET-progress 06-03-05 QQ 11. STEP IN BOTTOM OF WALL INDICATED THUS: --- ON PLAN. 7 12, STEP IN TOP OF WALL INDICATED THUS: -, 0 PLAN. OJ 9'-C"x9'-O"x2'-0" (10) #7 EA WAY #5 ® 12" O.C. EA WAY TOP STEEL 75%CD SET 0630-05 ° W24 IRDER �� 13. RE: ARCH FOR LOCATION AND SIZE OF OPENINGS IN FOUNDATION WALLS. 90%CD/PERMIT SET 0722-05 -ABOVEq�p C�RQ£R 14. INDICATES BASE PLATE TYPE, RE: G/S5. 01 FOR BASE PL SCHEDULE. O 9'-5"x9'-8"x2'-0" (11) #7 EA WAY #5 @ 12" O.C. EA WAY TOP STEEL 100%CDSET 090 1-05 15, STEEL STAIRS TO BE DESIGN BUILD BY OTHERS © 10'-D'x10'-0'x2'-D" (12) #7 EA WAY #5 0 12" O.C. EA WAY TOP STEEL 100%CD&permit set 09-19-05 16. COORDINATE ALL LOUVER OPENINGS WITH MECH. DWGS, 17. ALL FOUNDATION WALLS ARE 1' --0" THICK U. N. 0. MO 11'-0"x11'-O"x2'-4" (11) #8 EA WAY #5 ® 12" O.C. EA WAY TOP STEEL 0 1 01 AND N AIN 0 5'-0'x9'-O'x2'-O» 5 7 S W. #5 0 12" O.C. EA WAY TOP STEEL p..............s+�, 2 WORK POINT NOTES: �01 1/4' = 1'-0" 1 FOOTING ON ON PLAN. BEAM, OR FOUNDATION V;p 13673 z 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER � CLOSEST TO BOTTOM OF FOOTING. © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT A 04110 SHEET TITLE: FOUNDATION PLAN I ■ I i I i REDWINE II REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 E A B C D E F U � l� L 3'-2Y" 3'-1" 10'-7" 32'-0" 9'-11° 39'-QY" 3'-g" ;!5 3.. " LLJ 41-11 2'-4° 11y 1�" 3" 3" ?�)y ' z U ° 1 w E U-10 10'-4" 3'-3" -1 8'-9" 3'-3" -10 6'-9Y2» 4'-9" 4'-51'2" 10'-51�" 6' 3y" 4'-�» 1 U b I I 3 1Q'-�b = N U) 0 Im FOR AWNING I I I v I I I ABOVE H I I I I �/ b H 55.23 I I I S / l 13 S5.13 - - S5.11 I I `) 1:30 3?:�, m 1 - G N I - _ W 0 I ZS 0Q'1 �5S F �5 gQ' DOWN � 55.11 I - / �� I -JO 5,`� 0 � +a b , 6'-44" E SPACES - 3 ' 5" 5,- I- I 4- � / I X11 U '-2 4 11 SPACE _ `V `N `.4 "' Ilk W8x 13 ' y I I o a o 0 o I Q Q 1cJ;\ S 8, b � � � � � � � PLAZA � � . .� ��,� ^� � / _)� ,� a I x I I .13 ,� x x k x I a " o c 9 b Q , I I � 9 I 2 I � �$ � � � I I � I - � - S � � � `1 � 30:� SSA � �7� f 4-S�b 5' b 3: ,1J fl/�fl I » J63k �' N- W24x9 2 123k 9k 21x50 70 36k - 85k - 21 x I I `�' b �L `9b `r , TYP Y _ _ 101k ��p,� 1 W24x13 �� 1fi0k Y W24x1 1(50 9 SS I I T 6b _6" 3+ 2b S .11 -10 3'-5 FD-1 S5. 1 I '� I �F'' N 3'-6" °� y h T,O,C. » 18k W12x22 W8x10 4'-9" -10 - 5'-2" 6'-0" 6'-0" m o k Sgj 1�/ e )��b I �I �1 / $,. J _ CHICLE PAD i ° N BLDG B � ��� SS����S��� N 15kw12x / _ H I ^ c° w8x10 Ln Imo' 1 c. -1 ° .� '- �O ado I - - co co ` - - cn - / 3 fC ^° 3 UP ILD k b ^ l ' a/C2 ��� x co ,. ^^ cp ca X c° X X a x I x 2 ee �4z' b q C9 LIM i x � s 0 \ W8x10 x for I ,, N ° S 5 W h %� / •! _ 1 � ? �` 4 )6 9 / " k a S/,�DRAG STRUT A'4&y `r0� �, N� 5. �� �� � : r1 W TYP J�- i°N 1 a ��6 A� 8x10 o ono e I _ cY`+ Y ~ ,'r, 3 �_ 6:�" P.- - - 10 1 x W4. x2 - 4x5§(2 8R 4(�) - W24x2 12 " J-4 , _ _1 3-8 ' I ••,N 8s 1 BLDG A x v _o a o o ° Gov 2�k h c�S�'� 48k cx cv cv ' I " ALx Ld x x is x x x x x M DOWN N I N N N I N N � � � s5.1 F, - W12x S5.12 .11 co k i �5'-2-" 5 E PACES = 3 '-O" I Lj J °° 6 / / �SS�1S5� 1'-6b ,p�' SrRUrS / 3 3 J h/S , W12x14 46k 24x 3) 58k rk ` �1 +��` �, ; V�12x22 F. �f( yl 3 k i RE' (/ �•���' 3 �h W8 '� s ^ Q I 1 k W18x3 5 '� _ S��� W24 s5 ^� �� 10 h; �Q-` -ti �`� ASS, als Q I J �� 5���5h - - BAY WINDOW �F'' QF, 0 11'-9" 9:1 b `; SS�� c, / 1:3 ABOVE D F 1 h S5.12 HI - N 55.11 G G M _S5.11 _ 5 �� 8 ,0 QD� WN (� I SIM V / ° £Q Sp4C x1 p3�91 Q S5.1 LO I D W18x40 ? �� 2s'_ ° 5 1 � 55.13 � _ _ > u 55.13 3" 3'-8 " o ° 55.11 E ^ Li Sly! -] _ f a 55.12 . j , 4�1 J� �1? S �.tea''` - ---- , y �� � '' � S.S 11 �_.• j I L3 I } - 10 '� 11 W I 1 st FLOOR FRAMING PLAN- 1/810 N c 1,-O,e T.O.C. 1. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: EL = xxx'-x° ON PLAN. 7. SHOP INDUCED MIDSPAN CAMBER FOR BEAMS NOTED THUS: c=XX" ON PLAN. 2. STRUCTURAL SLAB SHALL BE 6 1/2 INCH THICK (INCLUDING METAL DECK) FABRICATE BEAMS SUCH THAT ROLLING OR SHOP INDUCED CAMBER IS UPWARD MINIMUM NORMALWEIGHT CONCRETE. AFTER ERECTION, 4WFOR CONSTRUCTIONAW 3. SUBMIT LOCATION OF SLAB CONSTRUCTION JOINTS FOR REVIEW BY STRUCTURAL 8. ALL BEAM4 ARE A992, GRADE 50 UNLESS NOTED THUS: 36Gr. ALL BEAMS NOTED ENGINEER, THREE WEEKS (MINIMUM) PRIOR TO POUR. DO NOT PLACE THUS SHALL BE A36. ISSUED FOR: DATE: CONSTRUCTION JOINTS ON COMPOSITE BEAM FLANGES. XX-X 9. STEEL STARS TO BE DESIGN BUILD BY OTHERS. 25%CD SET 05-06-05 4. DIRECTION OF METAL FLOOR DECK SPAN NOTED THUS, `�ON PLAN. 10. 0 INDICATES BEAM PENETRATION RE: L/S0.03. 5. RE: R/S0.03 FOR COMPOSITE METAL DECK TYPE. 50%CD SET-progress 06-03-05 6. TOP OF STEEL BEAM ELEVATION = 61/2" BELOW T.O.C. UNLESS NOTED THUS: (XXX'-XX") 11. ��INDICATES BASE PLATE TYPE. RE; G/S5.01 FOR BASE PLATE SCHEDULE. ON PLAN. Q 75%CID SET 06-30-05 2. RE: S4.01 AND S4.02 FOR CONCRETE CORE ELEVATIONS. 90%C0/PERMIT SET 07-22-05 13. PLAZA AREAS DESIGNED FOR AN ADDITIONAL 270PSF OF DEAD LOAD (NOT INCLUDING STRUCTURE), A MAXIMUM OF 24" OF SOIL SHALL BE USED IN THESE AREAS. Q1 100%CD SET 09-01-05 100%CD 8 permit set 09-19-05 T� O: V;p 13673 m © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT# 04 910 SHEET TITLE: FIRSTLEVEL FRAMING PLAN ■ REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 E A B C Lo D E F C H U u- J oLO o LJ ° i a�La 3'-2Y�" 3'-1" 10'-7" 32'-0" 9'-11" 39'-QYZ' 3'-8�" c 3" 3°' gy" 2'_4" 11y 1 QVZ" 3" ? z U -1 I " ' ' " ' " ' " ' °v ° 0, E 1Y 10'-4 3-3" -1 8'-9" 3'-3" -14 8'-9" M 10��„ Illl N cn a)i ai E b / X_ r' „ I _a _0A, W,2x :ji5xi 12x14 7 — T _ — — — — — 5'-2" 5'-10" 3 Q SPACES = 4' " 7'_7" y p q Ix x x x , I Q C'V N c N N N I s51 3 wax "A"I I — ^ 8X1 spc�s _ P I 6 N 4 "' _ — 12 w16 26(1'1 " 17k 1 k 14x22 19 19 1x22 1 _ W14x22 15k W14x22 8 12k W14x22 „ 39"ori 5'-2" 5p-l" 3'-0" , I,W' � a,• '8" , p p , J uj c� 6 3' En C�! i - x °' I I I W8x10 g'-3" 8'-0" '-0" 0 EL = 052 -0 I I SPAN 3 5 _ _ wax 1 — c / 00 ,-. ,-. ' 3 I o x BLDG B CO " N C14 cli CN 04 N N N x W8x10 x x w8x10 O . e I lu 3c FD-2 Y o I FD-2 I W8x 10 0Bxl s N W8 lo 0 MIDSPAN C14 E o W12X,4 W' X28 , $ `° l " ► 1 W16x26 11 27k W8x10 1 k W14x22 3 20k 12 14x22 12 v I ® MI , r 1 _ ( { ) { ) K T''P t 2 ' WBXr� ,sk _ / �, 7 — — — SD.03 N l7k 1 x26(15) 2 l4kA I4x26(15) 15k W8x10 w8x 0 - 8 — — x — _ — — - " 19 W8X T.O.C. SLOPES 0 DECK 5'-8" k 1p -� 3 21, Q i -5 7'-5" G I 2 ,3 �o ti \ Q Sp�C�S '�' R;=: ARCH in N S5.13 \ FQ SPq '` 22 s lip N � F L N o W, 'Z x'21 N \ N T 2 (.!7 N N N N N c rN N � .2 ^� ^ F BLVV W8X10 a V I I I � I I � o W12x14 W CD.� ? W12x14 D- it 3c �1 ]? 1¢2_ o ' It Bc - EQ SF 4-1 W10x12 2 EQ SPACE = 15'-�" 7'-2Y4" Q, 1 �•CH M 0 9 FRAMING 4" �l I 161 1 IK22 W 4x22 1 01, IW14x22(10) 119 W1422 7 W14220) W1�2 / G a W10x1 , _ _ W142 16k W18x46 11 27 W1#K22(7) I / ¢X22 _ �`� Ilk ]6x26 1 O D BAY WINDOW „ 4 A 4 1 ,_ p W ¢ HI SEAT ABOVE 2Y EQ CES 5 F 11 -9 / /8 X3, r, W x10 vst� 55.1 FD- S5.12 a 8 ¢b 2 1 $X Q tiJ D — — — — _ -- .. \ _ s i L 55.1 55.12 � � � � � � l T�,� SLOP �� � `3 F OS3 X10 3 3� � 14 `° I - I 8'-5" I 8'-9" I MCfiB NRE: G S5.12 I FS ® � 3� S.S 12 573 X `O I I I T.O.C. SLOPES @ DECK I '9"l R£• �R�CK R 31 �£ '� C 3 N who ARCH G CH �� N CHIy ``' ° ' 55.12 �s 44 W ro L3 S(CP�S ® a£CK ¢ Spy RF• RRCy �C�B ,¢. '0„ CO s 9 .12 c 10 Ll En 11 W AWFOR CONSTRUCTION' ISSUED FOR: DATE, 25%CD SET 05-06-05 2nd FLOOR FRAMING PLAN 50%CD SET•progress 06-03-05 1/811 0 T.O.C, 75%CD SET 5 1. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: EL = xxx'-x" ON PLAN, 90%CD/PERMIT JSET 0722-05 2. SUBMIT LOCATION OF SLAB CONSTRUCTION JOINTS FOR REVIEW BY STRUCTURAL ENGINEER, THREE WEEKS (MINIMUM PRIOR TO POUR, DO NOT PLACE 100%CD SET 0901-05 CONSTRUCTION JOINTS ON COMPOSITE BEAM FLANGES. XX-X 100%CD&permit set 09-19-05 3. DIRECTION OF METAL FLOOR DECK SPAN NOTED THUS: ON PLAN. 4. RE: R/S0.03 FOR COMPOSITE METAL DECK TYPE. 5. TOP OF STEEL BEAM ELEVATION = 8053'-7" ® BUILDING A & 8051'-7" @ BUILDING B U.N.O. 6. SHOP INDUCED M@SPAN CAMBER FOR BEAMS NOTED THUS: c=XX" ON PLAN, �..••••""•••�ST FABRICATE BEAMS SUCH THAT ROLLING OR SHOP INDUCED CAMBER IS UPWARD �tf• AFTER ERECTION, 7, ALL BEAMS ARE A992, GRADE 50 UNLESS NOTED, �'0 9"657 a 8. STEEL STAIRS TO BE DESIGN BUILD BY OTHERS. , r 9. x INDICATES BEAM PENETRATON RE: L SO.03. '• 10. > INDICATES M OMENT CONNECTION, RE: S0.03. 54.01 AND 4.02 FOR CONCRETE CORE ELEVATIONS. 0 © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT A 04110 SHEET TITLE SECOND LEVEL FRAMING PLAN 1 REDWINE WINN REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 8 A LO B C a E F G H cm co L �LL , u n , " n , n '— m _ � " V � +� � ICJ O L 3-� 3'-1 10 -7 32'-0 9-11 39 4�i 3' 8/ W o L9 Q 3" 3^ g1r�" " 10ho 11Y' 14v" 3" ?- �' z v ° E —11Y -10 10'-4" -7 -1 8'-1 " "3'-3" '-10 -4 8'-9" 5'-2�" 1'-7 4'-9" 3'-7Y" 1O'- Y" 6'-3Y" 4'-2Y" 3-r" a� v = g g 3" N I I 7" 1- U' b 1 A N 2 k W18x46 W12x14 10 12x14 7 LLJ — T I n l I I I I I I I 2 5� � �? 5�+ l l s-1�" 9�11A � T7 U 12 -0" EQ PAC = 32 -O 7'-7" � - / / O o n �x N II � / 3 2 9 _ `lty T.O.C. SLOPES DECK II x I x G I b 3 I N a 7 — RE; ARCH 4 J 13q' SP �b 24' /� "' — W12x26 15 6k ��7 k w16x26 23 2 1x22 10 — W14 22 a 15k W14x22 8 12k W14x22 7 = — — $ / / � H" -910 "( `} �I ti n a J W1 x / I 6 >, 3" sx 1 Y Y �C O" I r 6" c­'� ° am 16x6 k I x 26k 3 HOT 1 JB �'� I 3 N T.O.C. W8x10 5'-3" 8'-O" '-0" fl ® RE: CH N h N sx / w1 fix36 12 I c° EL = 8064'-0 I I I SPAN I I I ^ 28 >> 1 G I — — — ? FD-3 U V _ .14 x N N N 3 �� 55.1 S5.1 h`, w8x10 W8x10 Wl Ayr cli C14 C14 5 h Y IN 9 w1 I,x2615 BLDG B � 16x50 ° 9k W1 6x50 58k � �° FD-2 `° � FD I W8x10 ° -2 8x1 I Q= b 4'-0" 4'-0^ (9) w SaoI (6} N W8 10 1 k 6 I / I 5 N Y Y 16x36 14 W16x36 W8x1O 13k3 16x26( 6) 27k 1 k W16x26(14) n,Q M o W'?pl¢ ® x26�2p1 FD, W8xy0 7 1 x65(18) k 13k 14x22(12 15k W8x10 W8x 0 I '?" 26k ``� 6" Wl z 16x36 15k W1 6x36 p+�` '� �,� r 3 o W14x26 SIM 2 EQ SPAC = 14'-4" ?3k WBxr �~- 0 3 SIM A' S 12 r �� 2 EQ S 10'-2 SS 3 I I 1 ti P S'4C G ' 3 p �S / 5� h ° Sp.4C 10,E 12 ``' 16x26 12k W16 6(13) _ �:, _ _ _ Wy LS ar W MC r X N N ^' N '2x14 ?x2? 22, �° `° ^-, ''q 0 En " X I Z � w12x14 t?1 W y' BLDG W8x10 r x � _ _ x x J1 12 4?- o 3 4'-31'2 EQ SF=8'-I�m 3 I �Ok,� �0 SpgN La W12 4(9) �� S R 2 EQ SPACES = 15'-Q1" 7'-234" �} ry $ ]gk ^ / lip ° S5.12 S5.12 0'CHIC d 3 _ I� 18x2 9 6 `•, FRAMING Y 5��� T Y Y ' ' / � �� 161 18k '� l W$x10 W14x26 11) W1 N -- W1 x22 16x261 25k�1 W12x26 18 34 W12x14 W14x2 31k 18x40 29 3 W1 22 7 I / 14x22 , _ '` 13 rlk r8x?6 / WSxI 10 VIC o ss 50GR CONN a`� F FD-3 F l W x3 ,� 4'3b FD, W8x i 0j)-n 55.1 -I S J � J � x � a � W 14 .' 3 55.12 � I l T O,C' S_ SS r FD- '4x??(y 3 ' �'t T.O.C. SLOPES DECK � ? o ` / 3-6 I 2Y" Q SPACES = 15'-OY" �" I I LOPES DL a} x 3 `� N m 4 A - '_ " 2 RE: ARCH b/ Ck .� R�. r 3-$Y� 4'-qY" ' �/a EQ SP C S 14 4 T.O.C. SLOPES DECK 9 Rf, gROy 4h L An 17 4" RE: ARCH 3 6 FQ Sp _ G � �L'fS ??• >r4 I ? 04 o - 1 r? �D 3 F W14 ? x Ll g f RF 14R£Ok x10 CO 4 � fq Sp ti gCL,S 14,'2 104 9 ss r1s,rZ Lo 10 11 W 3rd FLOOR FRAMING PLAN JWFOR CONSTRUCTIONAW ISSUED FOR: DATE, 1. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: EL = xxx'-x" ON PLAN, 2590 CD SET 05-06-05 2. SUBMIT LOCATION OF SLAB CONSTRUCTION JOINTS FOR REVIEW BY STRUCTURAL 50%CD SET-prngreSS 06-03-05 ENGINEER, THREE WEEKS (MINIMUM) PRIOR TO POUR. DO NOT PLACE CONSTRUCTION JOINTS ON COMPOSITE BEAM FLANGES. XX-X 75%CD SET 06.30-05 3. DIRECTION OF METAL FLOOR DECK SPAN NOTED THUS: ON PLAN. 90%CD/PERMITSET 07.22-05 4. RE: R/SO.03 FOR COMPOSITE METAL DECK TYPE. 5. TOP OF STEEL BEAM ELEVATION = 8065'-7" 0 BUILDING A & 8063'-7" 0 BUILDING 100%CD SET 09-01-05 B U.N.O. 100%CD&permit set 09-19-05 6. SHOP INDUCED MIDSPAN CAMBER FOR BEAMS NOTED THUS: C=XX" ON PLAN. FABRICATE BEAMS SUCH THAT ROLLING OR SHOP INDUCED CAMBER IS UPWARD AFTER ERECTION. -- 7. ALL BEAMS ARE A992, GRADE 50 UNLESS NOTED. .•,.� 8. STEEL STAIRS TO BE DESIGN BUILD BY OTHERS. 9. x INDICATES BEAM PENETRATION RE: L SO.03. vr' 10. > INDICATES MOMENT CONNECTION, RE: 50.03. v f 0 13673 m? 11. RE: S4.01 AND S4.02 FOR CONCRETE CORE ELEVATIONS. Qj © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT#' 04110 SHEET TITLE: THIRD LEVEL FRAMING PLAN ■ REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 Ln E q3'-2Y2'� C D E F C H II!!" 10'-7" 32'-0" 9'-11 39'-Ql�" ' �° o _ LL o 1 If .0 W" 1 - 7Y' 1 - 1 " 11 1�^ " 2:0 '-6" 1 -1 5'-11 " 4'-3 " 1' 2b '_1% 5'-2Y" 1'-7 4'-9" 3'-1Y�" 10'- i" 10'-6" 3 ' 3: z v E 1" � � � o ,7N tiyUoom N r N lC Iti ti �O ti 1N N !A � � Q1 E 1 / ¢ 3N I I I I I I I �2:Ob b —I — — — ° 1 tl 91-11, � I I jFD v OPEN o so W O 12 � W10x12 w1 1 X ox1" 39 3 P=12 5 SP=12 5 o FD — — —C8 co 11, _—D I _ / / ' ' Bit 4 — — 14 E SP=1 N b N 4-1 I I O.C. 4, 0" 1 W8x10 3_fib x X er x X o w8x 1�' N I I I I I l I I l cm W8x1 12x14 $ T CD " „ o DGI B w12x19 11 F ` 12x19(11 w8x1 R / / 2 wx10 � _ _ sN SP=2 r 3 _ _ N _ Y _ — — — l l f 8x10 l�N g — — — _ _ 2 N — — — — — — — - ' 2 A i ! 1 ` _ 8x10 } 4 SPA k �1¢2Z 11 / ti C3 10x2 'N ti cis IN +� h� `v 1 I OPEN �� ^> _ _ BLDG +Dc'h wS '0 �" �3�? ! OPE ! I ! �,} _ �� o ,� , 3 W N] Lg 10 I-le W1626 _ W1 14 — 18k W1800 18k 40 o / ¢: — — o M, I I l _3�b W8x ° 5 J 0 (3 1 _ _ — _ OoWN N ,¢ 1 `2 W V2'" v'` _ N 0 b 0 I I 01 zz- W10x'Z � _ � � G W ❑ ??k w14 Of Q x 1-5 roc ss� S Z- ¢" Q CJ V '¢ U ' 10 ' Fy Q 0 Q H a 10 11 W 4th FLOOR FRAMING PLAN N 1/8„ = 1'-00$ T.O.C, 1, TOP OF CONCRETE SLAB ELEVATION NOTED THUS: EL = xxx'-x" ON PLAN, JWFOR CONSTRUCTION_ 2. SUBMIT LOCATION OF SLAB CONSTRUCTION JOINTS FOR REVIEW BY STRUCTURAL ISSUED FOR: DATE: ENGINEER, THREE WEEKS (MINIMUM) PRIOR TO POUR. DO NOT PLACE 25%CD SET 05-06-05 CONSTRUCTION JOINTS ON COMPOSITE BEAM FLANGES. XX-X 3. DIRECTION OF METAL FLOOR DECK SPAN NOTED THUS: — �ON PLAN. 50%CD SET-progress 06-03-05 4. RE: R/SO.03 FOR COMPOSITE METAL DECK TYPE, 5. TOP OF STEEL BEAM ELEVATION = 8077'-7" @ BUILDING A & 8073'-7" @ BUILDING 75%CD SET 06-30-05 B U.N.O. 90%CD/PERMIT SET 07-22-05 6. SHOP INDUCED MIDSPAN CAMBER FOR BEAMS NOTED THUS: c=XX" ON PLAN. FABRICATE BEAMS SUCH THAT ROLLING OR SHOP INDUCED CAMBER IS UPWARD 100%CD SET 09-01-05 AFTER i N. 100%CD&permit set 09-19-05 7. ALL BEAMS ARE A992, GRADE 50 UNLESS NOTED, 8. STEEL STAIRS TO BE DESIGN BUILD BY OTHERS. 9. x INDICATES BEAM PENETRATION RE: L SO.03. R 10. p INDICATES MOMENT CONNECTION, RE: SO.03, p 11. RE: 54.01 AND S4.02 FOR CONCRETE CORE ELEVATIONS. Qj '' .-!Z "'•.,t� s : d IpfVgl.� 0 COPYRIGHT 2000 AAORTER ARCHITECTS P.C. PROJECTA: 04110 SHEET TITLE: FOURTHLEVEL FRAMING PLAN x14 REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 970 748-0711 V E 8 A B C D E F C H a) 3'-2Y 3'-1 10'-7" 32'-0° 9'-11 39 -Q�" 3' $/ K Ld 3" 1 -3Y" 7Y� 103/e 11}�t 1 OPT 3" ?��� �' z v v ° o E X I X 1 R I R R X I N 8'-7% 4-3%g 3-1 9'- 5'-2Y" -7 4'-9" 1131-7Y 10-5 10'-6" 3" -1 N N� �/� `_ To '6" 0 p 1 p p 1 X ,3N !O'- N N (n I 2 0 SP=11 -5 6 I EO SP=11 -5 6 I l I 3 � � I ® V, -(Q� I _Z3�b 1-O o TYP SP=$'-7" /S W 'D s�.2 �_ J / w � Zi - _ _ _ RE: S2.14 F R D E BEAMS LOFT �TYP- _ _ - _ _ - _ _ - I - I I - - - - I / g Q I / -10 5� " O � - $S 91 b Q \ Y W12X2 Y W12X22 3 0 SP=1 '-11„ N K I K Q I q ► I i I / , ` .� B f x L I 55.22 SS; / / c C14 c� CN in- 12x14 SENT 21 12x1 BENT - N x r+ N N j7 W10 2 0 NO I �' �' I 0" I ?? 3 / 3g- a ' I B x 1 3 I ! I x, ? Q � - _ E fgsP_8� _1 4� N a c0 x ,J UM W8x�0 $x 3 H ° I 53.21 0" 1 �1 N P I I ^7 ! $ S `8_D rf I' (HIJ X23 �' ," " - .21 2: 55.21 sx o W$ x 1 a I wsx s5. - ezz N x � I - - cF x �; x 6 0 a 6" RD-1 55.21 oO 13 .21 I o° Ln - - R _ I � 3 S =11 7 E SP=,, , X N N �� x10 3X10 '�� 55.21 �! I Q o I I ! N gk,j! ! _ 3 ry / V _ . >o B 11W&I N N N N N N I ° $5.21 S5. w12x14 0 w1 x14/ I x 14 X 14 x x � W$x �� `� o^xo M1 ° I 3 3 3 3 3 N _KN_ 4z it EL = 8T86-T-1 ' N 8,0, DECK 0 RIDG mN RD 1 $x10 11 k 0x90 1k 11k 1x12 ��} W$ 10 Q I CD +�° 16 p a 21' wsxlo N S5.21 i �� 8x1 I _ I ° I I 1 a:12 8x� I B. . DE IDGE X =8086' /Z" x10 55.21 a N .21 1 1 SD 0. DECK 0 RIDGE W8x10 73k W 18x 73 x _ 8x10 I - } w 1 x 1 - x n I � I ^ � S•S Og W18 .� x d - 12:12 12:1 N t I o, I W8x10 B4O 0 8r N CN W x1 X x x x 3 S 21 WiOx S5.2 cn �' �. oo �� W12x1 L 1? W x14 I ° I Gf 3jk 4k �, 14x22 V V I K I WBx10 I �, a�w 14x / I �_ COL � ��a I 55.21 I N ° N nj ?? ! �Q ^'` c'`m ! O ' I wq x10 ! 2 EO S '$,- x x x °O ° v �6 cMnx I o 4 I o L _ ` N8x 10 I' III � N N I N I S5. 1 In I W8x1 14 EQ SP 15-1 8x10 W8 10 " x W8x10 toe q O 5 N ! N S5.z1 , � M I � � 12x22 � � W8x10 I ,� r � � _� � I .. �ti X10 4 N x i /I Cam} (p ��II x I X W8x10 CURVED F / / �, x r 9 N B so.o3 k �, H 1 x! N v 55.2 I ° I C ^� '� N 1 BM ! 0 / W8 0 a N I T2x� 12:12 12:12 4x22 I / $ `L I - = - -- - 1 I�+� x10 % = , V x40 k��� 10 J 4 J J W8X21 - ---- - - ---- - 16x W8x10 CURVED -.--- } ? h '�? �( _ ° I ?? "' R S2.14 FORE GE BMS h BENT U W L } l } `° ?? (3 - - 55.21 I S5.2Z � 1Y8� N 8x50 17 oc I W8x10 CURVED , �- �I 1 -- - - 1 / / � � dYBx ° `° 34k � �- � TO" IDC � � a a ,� � I S5.23 ����//" � Y - - - - S5. W8x10 CURVED '21 / x3 e•. �2 � L3 v'Z C7 O U 3 Ll '-6" I 3 EO SP=8'-7 ® w °m 4 EO SP=15'-0 " 6 (m co Q ' 1X ' , 11 21_ RO N ` A , W410 II S5.23 2 -8g l 6-9�e S5.21 � �o z Ld �'' 00, ? *8x10 W8 co 10 L3 En 11 W ROOF FRAMING PLAN N1,$" = 11_0p 1. WHERE INDICATED BY RD-1, METAL ROOF DECK SHALL BE 1 1/2 INCH DEEP TYPE B (WIDE RIB) BY 22 GAUGE GALVANIZED STEEL WITH A MINIMUM YIELD STRESS OF 33 KSI, 2. REFER TO GENERAL NOTES ON SHEET S1 FOR METAL ROOF DECK CONNECTION AWFORCONSTRUCTION: REQUIREMENTS. ISSUED FOR: DATE: 3. DIRECTION OF METAL ROOF DECK SPAN NOTED THUS: -X� ON PLAN. 4. TOP OF STEEL BEAM ELEVATION NOTED THUS: (XXX'-XX') ON PLAN. 25%CD SET 05-06-05 5. SLOPE METAL ROOF DECK, STEEL JOISTS AND BEAMS UNIFORMLY BETWEEN 50%CD SET ress 06-03-05 ELEVATIONS SHOWN ON PLAN. DOWNWARD DIRECTION OF SLOPING ROOF BEAMS °'0� NOTED THUS; SLOB ON PLAN, 75%CD SET 06-30-05 6. GENERAL CONTRACTOR TO COORDINATE MECHANICAL ROOF TOP UNff SUPPORT 90%CD/PERMIT SET 0T--22-05 FRAME LOCATIONS AND DIMENSIONS BETWEEN MECHANICAL CONTRACTOR AND STRUCTURAL STEEL SUPPLIER. 100%CD SET 09-01-05 7. RE: T 55,22 FOR ROOF SNOW GUARD DETAILS, 8. RE: S4.01 AND S4.02 FOR CONCRETE CORE ELEVATIONS. 100%CD&permit set 09 i9-05 9. D INDICATES MOMENT CONNECTION, RE: 50,43, Q ���v� asp 13673 z © COPYRIGHT 2000 MORTER ARCHITECTS P.G. PROJECT#: 04110 SHEET TITLE.' ROOF FRAMING PLAN I m2l 1 2 3 4 N T 3 2 1 N 0 REDWINE MEMO i REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 T.O.W. N ,� T T.OX Avon, Colorado 81632 I 8090'-7 8090'-71/44 . I 8090'-71/4" 970 748-0711 �T.O.w. T.O.W. T.O.W. 8084'-51/4" I 8084'-51/4" 8084'-51/4 I I (,� E FOURTH FLOOR I FOR REINF 0 OPENINGS I I a FOURTH FLOOR I I FOURTH FLOOR I FOURTH FLOOR I I � �i RE: A/S4.03 m 8078'-0" I 8D78'-D" � I I 8078-C 2 ' I I 8" 4000 PSI NW CONCRETE WALL a I I 8078'-0" �, I I " I I a UP) TYP UNO I I I I I I U. 0 6? 4Q I I I I I zr� vr~ � E I I I I I N � .. � I I I NfA � � Q� E A. THIRD FLOOR 00 THIRD FLOOR I I THIRD FLOOR I THIRD FLOOR I I V 8066'-0" I I 8066'-0" I I 8066'-0" I 8066'-0" f~ 60 12 O.C. VERT I I I "' I I 5 0 16" O.C. HORIZ TYP UNO I I I I I I W o I I I I I SECOND FLOOR I SECOND FLOOR SECOND FLOOR I SECOND FLOOR I 1 11 I ' 8054'-D" R I 8054'-0" 6054-0" F I I 1 " U FOR VERT#CAL BAR i I ' I 8054 1-0" �, I i i 4 SPL#CE LAYOUT AND o = LENGTH N RE: C/S4.03 I I I Ell Q �,� FIRST FLOOR I I FIRST FLOOR I I FIRST FLOOR I I FIRST FLOOR 8042'-0" R 8042'-0" 8042'-0" : 4000 PSI NW CONCRETE WALL I 8042 -0 I I @ NO. STAIR PARKING LEVEL I I I I I RE: 55.01 FOR REINF, I I I I I I I I I I I 11 II I I I II II II PARKING LEVEL ' I I PARKING LEVEL I I PARKING LEVEL I PARKING LEVEL 8030'-0" y 8030'-0" M 8030'-G" 8030'-0„ NORTH STAIR N 0 RTH STAI R N 0 RTH STAI R NORTH STAI R A — K'B—'� _ rCs\ _ C� GRID LINE N BLDG A C� GRID LINE 1 BLDG A C� GRID LINE —0 BLDG A D C� GRID LINE —4 — BLDG A S4.0 1/8,. = 1'-0" S4.0 1/8 o S4.0 1/$ = 1 —o S4.0 1/8,1 = 1'-011 20 100 0 i W Z L5 (3 Q 0 j j J (3 7 S 9 10 11 0 N 11 10 9 S 7 N 0 C] T.O.w. ,h T.O.W. r.aw. 8094'-71/8 I I 8094'-71/e W J I II I M Ln Nc I Ld jl T,o_w3 I I T.O.W. - - I 11 I Taw. 8085' 2 /4 y 8085'-23/4" Y 8085'-23 .1 al I I II I I i j E FOURTH FLOOR _� I I I FOURTH FLOOR I I FOURTH FLOOR I I I I FOURTH FLOOR I i ' 8078-D" 8078'-pl 41) 46 80781-C" En I I I I I I 6@ 1 2" O.C. VIER I i I @ 1 6" O.C. HORIZ P I I I I I I UNO I I I I I I Q II I I I I li I I f E II I I I I II I I I � I THIRD FLOOR I I I I THIRD FLOOR I I THIRD FLOOR I I I I THIRD FLOOR 8066'-0" 8066'-0" 8066'-0" " p 8066'-0 II I p' La I II I I I I li I I I I II I I I I II I I I W I 11 I I I I II I I I II . I I I I II I I I SECOND FLOOR I 11 I SECOND FLOOR I I SECOND FLOOR 8054'-0" I II I SECOND FLOOR i ,n 8054'-0" ° I I 8054'-0" I I 8054'-0" n II I I I I II I "' II I I I I II I I I 11 I I I I II I I I II I I I I II I I I AWFOR CONSTRUCTION.W FIRST FLOOR I III I I FIRST FLOOR I ( FIRST FLOOR I I I i I I I I FIRST FLOOR I I ISSUED FOR: DATE: 8D42'-O" I I i i 8042'-0" I I 8042'-O" I I 8042'-0" 25%CD SET 05.06-05 II I I I I II I I I I I I I l i I I I 75%CD SET progress 06-30-05 II I I i I I I I f I I i 90%C01 PERMIT SET 07-22-05 i I I I I I III I I I 100%co SET 09-01-05 PARKING LEVEL PARKING LEVEL I I I I PARKING LEVEL I I 100%CD&permit set 09-19-05 PARKING LEVEL — 803,'-0" 8030'-0" 80301-0" 8030'-O" 741 0 I I I i I I .. REGIS O=a Zj 4 SOUTH STAIR & ELEVATOR SOUTH STAIR & ELEVATOR SOUTH STAIR & ELEVATOR SOUTH STAIR & ELEVATOR rff% ® GRID LINE N — BLDG A F Q GRID LINE 7 — BLDG A G @ GRID LINE 0 — BLDG A rH Q GRID LINE 11 — BLDG A y............••••�� fONAL S4.0 S4.0 S4.0 S4.0 © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT#: 04110 I SHEET TITLE:BUILDING A STAIR &ELEVATOR ELEVATIONS S4E01 I i I I 1 2 3 4 F E 4 3 2 1 E F REDWINE REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A204 Avon, Colorado 81632 # ( T.O.W. I I T.O.w. I ! I I I I 970 748-0711 8084'-0" N 8084'-0" I 8084'-0" I I V E �, T.O.W. T.O.W. w T.O.W. I { I- 8077'-10" I 8077'-10" 8071'-10" `r° FOURTH FLOOR I I FOURTH FLOOR o I FOURTH FLOOR D 8074'-0" I 8074'-0" I I 8074'-0" " 8074'-0" U- ° o ' 8" 4000 PSI NW CONCRETE WALL "' f { "' I I I z au E TYP UNO I I I I = cCNvcn � cn6 E I I I THIRD FLOOR I FOR REINF 0 OPENINGS THIRD FLOOR I I I I ! v THIRD FLOOR THIRD FLOOR I rk 8064'-0" RE: A/S4.03 8064'-0" 8064'-0" F y 8064'-0" ' I 8" 4000 PSI NW CONCRETE WALL I TYP UNO I I I ! I I I I I 1 �✓ I ! I I I!I I 5 W SECOND FLOOR SECOND FLOOR SECOND FLOOR 0 FLOOR 8052'-0" 8052'-0" 8052,-0" 8052' LO 6 @ 12" O.C. VERT ClN 0 16 O.C, HORIZ a TYP UNO i I I I I I a I I I I I I i FIRST FLOOR I vim FIRST FLOOR I I FIRST FLOOR I I FIRST FLOOR 8040'-0' � 8040'--0" � I I 8040'-0" R 8040'-0* 4000 PS! NW CONCRETE WALL I tn ® NO. STAIR PARKING LEVEL I ! I I RE: S5.01 FOR REINF. II II I � I II II II PARKING LEVEL II I PARKING LEVEL I I PARKING LEVEL I PARKING LEVEL I I 8029'-0" 8029'-0" 8029'-0" 8029'-0" NORTH STAI R NORTH STAI R NORTH STAIR N 0 RTH STAI R rA%"""`\ @ G1RID LINE E BLDG B B ® GRID LINE 1 BLDG B rC @ GRID LINE F BLDG B rD @ GRID LINE 4 -- BLDG B 4.0 / 4.0 1/8" 0 4.0 1/800 - -0 4,0 1/8-- = 1 -o (3 W Q E9 Q 0 (3 J J L3 JO 7 8 9 10 11 F E F 11 10 9 8 7 T E v W J T.O.W. I I I I i I I I I T.O.w. I I ❑ 1 8085-01/4" 8D85'-0�/4 Q T.O.w. I Q I I II I I If j I II II I I I I I I I I II II I � ' i Taw. A T.O.w. I { I T.o.w. En ! I I ! 8072'-13/4 I I 8 ,,.,.. I I I 8072'-13/4" Q ! II I I I I II I I I THIRD FLOOR I I I I THIRD FLOOR I I THIRD FLOOR I I I I ! THIRD FLOOR 8064'-0" I II I 8064'—O" I I 8064'-0" " II 8054'—O" . ul I I II I ! I I II I I I I II SECOND FLOOR I ! I I I SECOND FLOOR I I SECOND FLOOR I I II ! SECOND FLOOR I I 8052'-0" I II f 8052'—O I I 8052'-0" " II y 8052'-0" Lin ! I I I I I II I I I I I I I II I II I I I I II I I II I I I I I i � I I I I I I I I I I AWFOR CONSTRUCTION FIRST FLOOR I I I I I I FIRST FLOOR I I FIRST FLOOR I I I I I I FIRST FLOOR I I ISSUED FOR: DATE: 8040'-0" " I I 8040'-0" . 8040'-0" 8040-0" 25%CD SET 05-06-05 "N I I I I I I I j l j I I 50%CD SET-progress 06-03-05 II I I I I II I I I 75%CD SET 06-30-05 90%CD/PERMIT SET 07-22-05 I { f I I I I I 100%CD SET 09-01-05 j PARKING LEVEL I I I I I I PARKING LEVEL I I PARKING LEVEL I I I I j $029'-0" � 8029'-0" 8029'_0° PARKING LEVEL I I 100%CD&permit set 09-99-05(:h I x 8029'-0" E SOUTH STAIR & ELEVATOR SOUTH STAIR & ELEVATOR s7s Z SOUTH STAIR & ELEVATOR SOUTH STAIR 8c ELEVATOR rE_""i""\ @ GRID LINE E — BLDG B F @ GRID LINE 7 — BLDG B — rH"*%\ • �••...........••••• G RI C� GRID LINE F BLDG B — � C� GRID LINE 11 BLDG B 4 0 4.0 1/8'. 1'-0° 4.0 1/8" - 1 '-0" �-o1/8,. _ 1'-O" © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT: 04110 j SHEET TITLE:BUILDING 8 STAIR &ELEVATOR ELEVATIONS S4, 02 VERT BARS & DOWELS 4" 4" REDWINE TYP HORIZONTAL BAR (2) ADD'L #5 REDWNE ENGINEERS INC. DOWft STRUCTURAL CONSULTANTS TYPICAL VERTICAL REINFORCING TYP VERTICAL REINFORCING 150 E. Beaver Creek Blvd, A204 {1) #5 x 3'-0' DIAGONAL Avon, Colorado 81632 0 EA. CORNER N 11 (BEND 0 DOOR SILL x �) 2" CORNER BAR; TYP SIZE AND SPACING TO LATCH i ^ [7 OPENING (1) ppp'L BAR OF VERTICAL HORIZONTAL BARS 40" v E REINF. 0 EACH 2�D" SIDE OF OPENING R Q o ti 4n o W 2 2 ° i w o u _0 u? 9 c m E30 BAR 0 E CONSTRUCTION JOINT_ _ N '� ti ti @ - a o - - - - 04 (n mm E MV 100 (1) ADD'L #5 U, TYPICAL ADDITIONAL CORNER - BARS W ° REINFORCING @ CORE H � A CORE WALL OPENINGS B CORE WALL CORNER C CONSTRUCTION JOINTS 0 5 4.O NO SCALE 4.0 345, = 1'-0" `}.� ,314ol 1'-0'o a 0 ❑ En O Q L9 Q a JJ L3 > L3 J ❑ W J Q � V � I I U] Q Fm V W ArFOR CONSTRUCTIONAW ISSUED FOR; DATE, 25%CD SET 05-06-05 50%CD SET-progress 06-03-05 75%CD SET 06-30-05 90%CD/PERMIT SET 07.22-05 100%CD SET 09-01-05 100%CD&permit set 09-19-05 QT t�:p 3673 z: © COPYRIGHT 2000 MORTER ARCHITECTS P.C. PROJECT A' 04110 SHEET TITLE TYICAL CORE Q TAILS S4M 03 TOP OF FOUNDATION WALL TOP WALL REINFORCING RE: FOUNDATION DETAILS WALL BEYOND RE: S4.Ot & S4.02 FOR REINF. FOR T.O. COLUMN REDWINE ELEVATION, RE: ARCH 8" RE: PLAN 3'-0" DOWEL 0 EA. WALL VERT. N MATCH S4.01 & S4,02 VERTICALS 1'_Q" _ (2) ADD'L #5 24 FOR SIZE AND SPACING REDWINE ENGINEERS INC. STAIR STRINGER RE: COORD SILL ANGLE & BLOCKOUT ARCH FOR LOCATION #4x N B 12" O.C. W/ ELEVATOR SUPPLIER - STRUCTURAL CONSULTANTS ■ WITH #4 LONG FASTEN W/ 3/4"4" HILTI 150 E. Beaver Creek Blvd, A204 18 CONCRETE COLUMN ENCASEMENT KWIK BOLT (43/4 EMBED) T.O.C. Avon, Colorado 81632 TO 6" MAX BELOW STEEL BM ABOVE (2) #5 x 3'-0" DIAGONAL L3x3x1/4xO'-7" W/ (2) 24" O,C. (MAX) - REINF W/ (10) #5 VERTS & 0 EA. CORNER 3/4"0 HILTI KWIK BOLT II x x RE: PLAN 970 748-0711 co #3 TIES 0 10" O.C. ­TYP I 12" x 12" CONCRETE PIER ® WALL (EMBED = 43/4') oo°o o°o COLUMN BASE It N RE: PLAN 11/2" CLR W/ 8 # 5 VERT. (3 EA. FACE) 2" AND #3 TIES ® 1 Q OC TYP {2) #4 � MID-DEPTH � � & SCHEDULE WALL BEYOND ­RE: J/S5.01 FOR SIZE AND REINF , E CL OPENING (1) ADD'L BAR OF VERTICAL PROJECT 2-0" BEYOND • � STRINGER EA SIDE c T.O.C. _ _ 5x J: EA VERT. 2'_0„ REINF. MIN 0 EACH C #5 12 O.C. EA WAY # 1o■ n,P SIDE OF OPENING c r RE: PLAN x x x I x X x 0 ° O o /4" CLR " x X x - -x�x N x x 2" • W 2 � Q v T.Q.C. T.O.F. r x x x x X X RE: PLAN a CL #4x �•© � 12" O.C. z U ° `r,° n � ■ N E RE: PLAN 2" CLR i I 1" NON-SHRINK GROUT " " N m of C E I ANCHOR BOLTS - .._ B.O.W. 6 # 1. 4 12" O.C. EA WAY Op,°Oo0 RE: PLAN L" 111im" 11111 111 o mop o I (2) ADD'L #5 TOP & BOTTOM ° 6" 1'-4n 6n T.O.FL✓ FOR FOOTING INFO. �� . 4; RE: PLAN RE: PLAN & SCHEDULE °° ° FOR EVERY (2) VERTICAL BARS 1�IDTIi MIN �� I INTERRUPTED 0 BOTTOM OF OPENING - OPENING, ADD (1) ADD'L FULL • • w/ HT BAR 0 EACH SIDE OF 0'-O"-m-4'-0" 12" `■� c RE: PLAN FOOTING NRE: PLAN FOR SIZE AND REINF. OPENING 4'-0"�8'-0" 18" W 4 GRATER THAN CONTACT THIS OFFICE 9 8 -Q COORD LOCATION OF SUMP OPNG 0 rA"N� B FDN @ C 0 N C WALL PIER PROVIDE PISTON OPNG WTRIMUBAR ER P COLUMN FOOTING C FOUNDATION WALL OPENINGS D THICKENED SLAB @ STAIR STRINGER E ELEVATOR PIT O 5 5 ° 0 55.0 3�4" - 1'-0" 55,0 3/4" = 1'-0" NO SCALE NO SCALE 3 4" = 1'-0" & BOTTOM ALL AROUND OPNGS S5.0 S5.0 S5.0 a. HEAVY HEX NUT 10' 12" a STANDARD WASHER 9" 5" 5" 6' 6" " CL T.O. CONC " 6" 11-011 10 41 10 1,6" 6" 5" 5" 01 . le ^ " TYP @ W 01 w g " R o 0 1 4 U.N.O. ■ 0 0 0 40 -0 o PLATE WASHER - Q, r _ _ - RE: SCHEDULE - - - - - - - ^K' #4 @ 16" O.C. EA. WAY EO " o " o o o o R o ,, OUTSIDE FACE N co °n■ i� • 0 0 O 1 0 1 1/x" 0 1 O Il'1�/2" n n 1110 0 2 / 3 SIDES i i i i TYP EA "11 " #4x7'-0" 0 12" O.C. 11/2" CLRI INSIDE FACEC. VERT 16 TYP - FLANGE /4 " CENTERED OVER FDN TYPE I HEAVY HEX NUT OR U.N.O. 1/4 1 n 1 5 16 U.N.O. 6 CENTERED IN SLAB #5 0 12" O.C. HORZ STANDARD BOLT HEAD 1111/4" t /a R 11/4" 9 EXTERIOR PAVING N INSIDE FACE TYPE BP-1 TYPE 8P-2 TYPE 8P-3 TYPE 8P-4 TYPE BP-5 TYPE BP-6 RE: SITE DRAWINGS #4x CONT ANCHOR BOLT SCHEDULE HSS4x4 & HSS5x5 HSS6x4 HSS4x4 W12x40, W12x45 W12x53, W12x58 HSS6x4 T.O.C. • #5x10 ® 1s" O.C. - W1 2x50 RE: PLAN BOLT MINIMUM HOOK PLATE WASHERS 1'-1" 1'-2" 11" 1'-2" ,11 DIAMETER EMBEDMENT IJ HOOK DIAMETER THICKNESS 7" 7" 7" 7" BASE PLATE NOTES: ° /4" CLR ( ( ) {t� 1. REFER TO PLAN FOR COLUMN SIZE, ORIENTATION AND LOCATION. " 2. ALL HOLES IN BASE PLATES SHALL BE ANCHOR BOLT DIAMETER x x x X X X RE: PLAN 10° 3" 2" 1/2" 5 �„ 4° PLUS 5/16".IOLO 3/a" t 2" 5" 2" 1/2" 3. ALL HOLES IN PLATE WASHERS ® BOLT BOTT. SHALL BE ANCHOR BOLT g" o 7/8 " n 1 " DIAMETER PLUS 1/16 . " 2'-0" - B.O.W. /g 14 6 2 /2 ■ 0 0 0 0 0 0 - 4. UNLESS DETAILED OR NOTED OTHERWISE, PLACE COLUMN BASE #4x `,°� ® 16" O.C. O O O°°p RE: PLAN 1^ 16" 7" 21/2n 1/2n - - - - " ■ o i o - PLATES ON MINIMUM 1 INCH THICK LAYER OF NON-METALLIC T.O.F. 00°off O° a ■ o ■ o a,, � 0 0 oO NON-SHRINK GROUT. °p0 ° Q o o _ 5. WHERE COLUMN FLANGE OR SHELL IS DETAILED FLUSH TO EDGE RE; PLAN 8' CONC WALL W/ a o° 0 NOTES: i OF BASE PLATE, PROVIDE PARTIAL PENETRATION GROOVE WELD #5 0 12" O.C. VERT 1. ANCHOR BOLT STEEL GRADE SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED WITH EFFECTIVE THROAT THICKNESS OF 5/16 INCH OR MEMBER 5 0 16 O.C. HORZ OTHERWISE IN COLUMN BASE PLATE SCHEDULE. P11/4„ X11/4" X11/4" �1^ THICKNESS, WHICHEVER IS LESS. o 0 2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUM CONCRETE COVER 6. REFER TO ANCHOR BOLT SCHEDULE AND DETAILS FOR #5x J" ® 16" O.C. (3) #5x CONT O AT BOTTOM OF FOOTINGS, ETC. - REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. TYPE BP-7 �8 TYPE BP-9 TYP - ADDITIONAL INFORMATION. 10 Qj RE: PLAN #5 0 12" O.C. I 3. THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL CONCRETE. HSS7x5 HSS8x4 HSS5x5 6­0 PIPE 7. REFER TO PLAN FOR SPECIAL BLOCKOUTS REQUIRED AT CONCRETE (3) #5x CONT 4. ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHALL BE SUPPORTS, #5 0 12" O.C. W HOT-DIP GALVANIZED. 8. WHERE BASE PLATES ARE NOTCHED ORIENT PLATE WITH NOTCHED CORNER CONCRETE SUPPORT ASE PLATE BELOWIGNREDFWIITTO ME CONDITION IN ED. H THRESHOLD DETAIL J FD N , ® FULL HT C 0 N C WALL Lg rF"IIIIIIIII\ ANCHOR BOLT SCHEDULE & DETAILS G BASE RE DETAILS 9. ALL ANCHOR BOLTS ARE 3/4"1 U.N.O. S5.0 / 0 SS.o 3/4 1'-0" YO NO SCALE 11/2 CLR S5.0 NO SCALE a VENEER ANGLE N RE: C/SO.02 T,O,STONE a T.O.W. VARIES T.O.STONE Q J VENEER WHERE SHOWN - RE: PLAN N RE: ARCH I CONTROL JT @ 15'-0" O.C. I I J a MAX. - SEE NOTE 1 I 6" STONE VENEER W/ TIES 1'-0" 8" EJ SEE NOTE 2 � � RETAINING WALL SCHEDULE 0 16" O.C. EA WAY El DRAINAGE MAT OR HEIGHT WALL FOOTING LENGTH BASE TOE WALL STEEL FOOTING STEEL o #4 0 16 O.C. EA. WA).-EO EQ C 12" THICK FRENCH ABOVE THICKNESS THICKNESS OF HEEL COVER INSIDE FACE OUTSIDE FACE � O � = 6" STONE VENEER W/ TIES OUTBID;= FACE FOOTING ; „ FOR ACTUAL FRAMING a 1fi" O.C. EA WAY 3/a" CLR d DRAIN VERTS SLICE HORIZ VERTS HORIZ TRANS. LONG DIAG O #5 8 O.C, VERT 8 CONIC WALL w W J LENGTH TOP DOWELS = N RE: DETAILS = cc, FOR ACTUAL FRAMING 11/2" CLRI INSIDE FACE 12" O.C. VERT e _ _ H Tw TF LH w TC a b c d e f 9 fi W u, LI, J CONDITIONS RE: DETAILS 15' ® 16" O.C. HORIZ Imo. VENEER TIES 16" O.C. I I SEE NOTE 5 " „ " - - w o N c� m I #5 0 12" O.C. HORZ 6-0 8" 12" 1'-7" 3'-3" 12 MIN #4 0 16' 29" #4 0 12 #4 0 16 #4 #4 0 32 n o a i INSIDE FACE O EA WAY I �� x " o .n• a r" ^ ^n nCu ��? n In i .i,. il; ^1�" •.�,1�.r• � � � � � I�� y - !#5x JQ @?' 12" Q,IJ. T.O. GRADE OR I / / GRADE �, 'I5x 1 a (� 1b U,O. 10'-f1" 10" 14" 4'-8" 9''-6" 1?" �41N #5 ® 9" 36" #5 0 14' - - #5 0 9' #5 #5 27' L ` ° I 12'-0& 12" 22' 6'-9' 12'-3° 112" MIN #5 0 6" 36" #4 0 18" #4 0 18" #4 0 18" #5 0 6" #5 #5 0 24" `0 FULLY GROUTED 6" CMU I RAIN TO DAYLIGHT 6" CMU W/ #4 0 48" VERT 1 T,O.G, WITH VENEER TI S I I I DESIGN CRITERIA: & STD WEIGHT HJR 0 16" 1. ACTIVE SOIL CONDITIONS (KA) 4. FRICTION COEFRCkENT = 0.40 8. SURCHARGE @ TOP OF WALL = 0 FEET. GROUT ALL CELLS - I X N x x RE. PLAN 16" O.C. EA WAY I 8 2. BACKFILL SLOPED 0 3:1 5. DRAINED BACKFILL CONDTIONS 9. ALLOWABLE SOIL BEARING = 3000 PSF HILTI KWIK BOLT II En 1 G9 " 5 "4x4" HHLTI KWIK BOLT II o f I o 000 000 4P 8„ 3. 7 ACTIVE EQUIVALENT = 45 PCF 6. f C = 3,000 PSI VENEER TIES @ 16 O.C. EA /e CONNECTOR SCHEDULE - J B.O.W. Q °r 0 7 PASSIVE EQUIVALENT = 240 PCF 7. fy = 60,000 PSI PER SCHEDULE 9 0 0 0�o � NOTES: WAY 0000 0°°•O RE. PLAN T,O.F, 0 0 0 T.O.F. 1. PROVIDE VERTICAL CONTROL JOINTS AS SHOWN ON ARCHITECTURAL DRAWINGS AND AT CORNE=RS. CONTROL L6x6x`�/1B W/ PRE-DRILLED BOLT VENEER HEIGHT SPACING °°p °p � RE: PLAN RE: PLAN JOINTS SHALL BE CONTINUOUS ACROSS TOP OF WALL AND ON BACKSIDE WHERE WALL IS ABOVE GRADE. HOLES 0 SPACING PER SCHEDULE 002 ° 2. STOP 50% OF HORIZONTAL REINFORCING 11/2" FROM CONTROL JOINT AT EXPOSED FACE(S) OF WALL. N HOT-DIP GALVANIZE AFTER 10'-0" MAX 24" °° al • �, Iy 3. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR WALL LOCATION AND PROFILE. DRILLING HOLES 15'-D" MAX 16" (3) #5x CONT 4. DOWELS 0 INSIDE FACE VERTS (BAR d) 0 CONTRACTOR'S OPTION. 5. ALTERNATE DRAIN LOCATION WHEN USED WITH 470 WEEPS 0 10'-0" O.C. #5 12" D.C. (3) #5x CONT ADDfTIONAL "g" 6. PLACE FOOTING ON UNDISTRURBED NATURAL SOILS OR COMPACTED FULL PER SOILS REPORT, RE: PLAN RE: PLAN #5 0 12' O.C.70, a BAR LH > 3 FT 7. VENEER TIES SHALL BE DUR-O-WALL D/A CWTx16GA TIES W/ HILTI X-DNI 19 P8 DRIVE PINS h 8. KEY IS RECOMMENDED FOR RETAINING WALL, uj rK'_� RETAINING WALL r["s� R ETAINING WALL SCHEDULE rm`� S TONE VENEER > ONE STORY rN"I P FD @ MECHANICAL WELL s5.o 3/4" _ ,'-o" s5 o NO SCALE s5 0 3/4" = 1 0_00' S TONE VENEER ANGLE _ S5.0 3/4" = l'-0„ 55.0 3/4„ 1'-O„ RE: H/S5.01 FOR ' ADDITIONAL lNFORMATfON 4" 8" 8" 8" 8" FOR CONSTRUCTION ISSUED FOR: DATE: O #4 0 16" EA WAY CONCR WALL: I #5 0 12" EA WA 25%CD SET 05-06-05 EA FACE REINF WITH 5" CONIC WALL W/ ' � 5 ® 12" O.C. VERT I 50%CD SET-progress 06-03-05 T,O,W, #5 8" O.C. HORIZ 4 16" O.C. HORIZ #4 0 16" EA WA L STAIRWELL 75%CD SET 06-30-05 RE: PLAN #5 x 24" DOWEL @ 12" Q.C. -� 90%CD/PERMIT SET 07-22-05 I Loa■ • N L J N • #4x 8 DOWELS #4x 8 DOWELS #4x N 8 DOWEL 0 VERTS 0 VERTS 0 VERTS 100%CD SET 5 6" 6" 6" 100%CD&permit set 09-19-05 1� TYP TYP 5" SLAB ON GRADE TyP- CVR I T.Q.C. I i RE I R RE: PLAN X X x x x x x x x x x x x x x x X X I 0 0 0 0 0 0 �;' • 0 0 o Q O: Z;G • • T.O.F. T.O.F, T.0.F. - _ ; RE: PLAN RE: PLAN RE: PLAN O°0001°0 p o ,r 0° T.O.F. U U --- RE: PLAN O O 00°0 ■ F 0 qo�p o STAIRWELL MAT: ■ °p0 ° 12" THICK W/ RE: R/S5,01 0 0° o �� 12 1 fi" O.C. EA WAY CORNER AR HIT M�RTER ARCHITECTS P.C. TOP 0 BOTTOM PROJECT#, 04110 rQ'N� FOUNDATION @ LOBBY rR"IIII"IIIIIIIII, S TAIRWELL FOUNDATION rs"I STAIRWELL FOUNDATION T STAIRWELL FOUNDATION SHEET TITLE:FOUNDATION �.o3/4„ 1'-0" 55.0 3/4„ = 1'-0" 55.0 3/4„ _ 1'-On' SS.o 3/4" = 1'-0„ DErAtcs I 0 I ■ 1 RE: N/S5.01 FOR BRICK ANGLE AS REQ'D -RE: ARCH REDWINE 50 EQ SPACED STUDS H ■ F1�10 SO.03 STUDS TO EXTEND 21/2" ABOVE 3" STRUCTURAL CONSULTANTS 11 H 201 [50] 20k H i DECK ° CUT DECK AS REQUIRED � FOR PLACEMENT OF STUDS 150 E, Beaver Creek Blvd, A204 N Q o 3/4"0 HEADED ANCHOR STUDS - PROVIDE 16GA CLOSURE Avon, Colorado 81632 y u;' (6) MIN WELDED TO BEAM �® STRIP AS REQUIRED 1" MIN 970 748-0711 ;' �i u ,�; 6" STUD WALL "' ° D ^: ° 10" STUD SIM INDICATES NO. OF 3/4"0 HEADED COMPOSITE METAL FLOOR T.O.C. ANCHOR STUDS PER BEAM DECK x x x x x x x RE: PLAN x x x x x x x x^ x FLOOR SLAB f ^ � Sz T.O.C. .a w 3/4"0 HAS WELDED #4x5"-O' 1$" O.C. TOP RE: PLAN ` 0 6 TO GIRDER STAGGER ADJACENT BARS ( T HEADED ANCHOR " - - - - - �I cm 00 u- 00 a 5511 NOTES: STUDS ALONG BEAMS PROVIDING 1/2 3/4-0 DS - - - - - - - - COMPOSITE METAL FLOOR 1 -0 N CHAIR TO MAINTAIN -°a ,n c TOTAL NUMBER OF STUDS EACH SIDE OF BEAM DECK POSITION W 2 2 ° r CENTERLINE. ___ ___________ ___ ___{ __-:__ _ - I I 5 x 24" " -°C cLc 9 o 2. WHERE MULTIPLE ROWS OF STUDS ARE REQUIRED _ _ _ _ _ _ _ _ _ _ _ I # ® 12° O.C. �� z v I� E / { a� . g SPAN VARIES I " I W 1 5 CO T. ® BEND N .� o LAYOUT ADDITIONAL ROWS OF STUDS STARTING FROM EACH END OF BEAM. cv cA > E cn N u o N STEEL BEAM N RE: PLAN , r N o INDICATES SERVICE LOADS AT REACTION. LOADS UNDER 10k CONNECTION 0 WALL V o NOT NOTED. i RE: K/SO.03 H I NOTES: NOTES: I + 1. REFER TO PLANS AND NOTES FOR SPAN, LOCATION, TYPE OF DECK, 1. PROVIDE SUPPORT CHAIRS TO POSITION #4 TOP BARS. SIZE AND SPACING OF STUDS, TYPE & DEPTH OF SLAB & REINFORCING. I RE: J/S5.01 FOR WALL 2. PROVIDE CELL CLOSURE STRIPS WHERE REQUIRED. REINF. -16" WALL SIM u s 3. PROVIDE SUPPORT CHAIRS TO POSITION W. W. F. AS SHOWN. RE: PLAN c A COMPOSITE STEEL FRAMING PLAN /"B TYP SHEAR STUD SPACING C COMPOSITE STEEL BEAM D COMPOSITE STEEL GIRDER E BM CONN @ FDN WALL 55. NO SCALE 55• NO SCALE 55. NO SCALE S5. NO SCALE SS• 3/4" = 1'-0" � I 3" a i a RE: N/55.01 FOR BRICK RE: N/55.01 FOR BRICK RE: N/S5.01 FOR BRICK ANGLE AS REQ'D -RE: ARCH ANGLE AS REQ'D -RE- ARCH ANGLE AS REQ'D -RE: ARCH COLUMN BEYOND CONTINUOUS TO HSS COLUMN 41/2" 3" COLUMN BEYOND CONTINUOUS TO 12" THICK 3" 3° RE: P/55.130NC WALL BELOW WF BELOW -RE: P/55.13 5" STUD WALL 6" STUD WALL i I i BASE R AND BOLT PATTERN 50"CSTUD 0TESIM W/ (1 #5 T.O.W. I I -RE: SCHEDULE BELOW FOR DRAINAGE & MEMBRANE CONT. & #3 DOWEL 0 12� DC. EO RE. ARCH RE. PLAN 0 9" CONIC WALL 0 SIM -RE: PLAN 24"I I 6 STUD WALL 6" STUD WALL I I FLOOR BEAM BEYOND #5 x DOWEL @ 12" O.C. NO STUD 0 SIM 10" STUD 0 SIM ° CLR RE: PLAN N T.O.C. x x x x x x x x x x { } '� ? + FLOOR SLAB -RE: PLAN T.O.C. 2 /1s" STIFF R EA. SIDE T.O.C. RE: PLAN Z x x x x + x x x x 0 EA HISS FLANGE " • RE: PLAN + _ _ _ _ #5 � 8" O.C. VERT (PROJECT 30" INTO FDN WALL) � FULL DEPTH � BM CONN 8042 -0 • " " " " W/ #4 ® 1 fi° O.C. HORIZ, GIRDER RE: PLAN METAL DECK -SIT ON - • • 24"® 12" O C • 24' " I BOTTOM FLANGE OF W24 3/4"x5"xCONT T OW24X76 I #5 x N #5 x NI 12 O,C. W/ (1) #4 CONT I W/ (1) #4 CONT I J L /2"x5"xCONT ®w24X 131 5" • (3) #5 CONT, HORIZ, + + T.O.C. I 5 x-J- DOWEL @ 12" O.C. RE: PLAN " x " x BASE PLATE SCHEDULE T.O.C.TOC " " + 8040-0 x x x x 24 RE: J/S5.01 FOR WALL RE: J/S5.01 FOR WALL RE: PLAN I C0Ll1CWN BASE PLATE BOLT PATTERN � w24 - GIRDER REINFORCEMENT REINF. -16" WALL 0 SIM I 3 24" 4X4 f1i3/4x51/2x0'-10" (4) 3/4"� BOLTS 3" x 7" PATTERN (1) #5 CONT, HORIZ. 13 RE: PLAN I � #5 x N '® 12" O.C. W/ (1) #4 CONT 6X6 Il?3/4x6x0'-10' (4) 3/40 BOLTS 0 3" x 7" PATTERN 3/16 O 5X5 E3/4x6xO'-10" (4) 3/4"4 BOLTS 0 3" x 7" PATTERN WT5x19,5 - + 6 6X4 R3/464'-10" (4) 3/4"0 BOLTS 1 3" x 7" PATTERN SKEW WITH FLOOR BEAM ! 3 3 $X4 � /4x6x0'-1D" (4) /4"0 BOLTS ® 3" x 7" PATTERN RE: J/S5.01 FOR WALL 7x5 IE3/ 6x0'-1 D" (4) 3/4 0 BOLTS 0 3" x 7" PATTERN REINFORCEMENT W F DECK BEARING @ FDN WALL G DECK PARALLEL TO FDN 7N), FDN @ HIGH WALL ( J"IIIIIIIIIIIII, COLUMN TRANSFER BEAM K STEP @ PLAZA Z Lg 55.1 3/4" = 1'-0" 55.1 3/4° = 1'-0" 55.1 3/4" = 1'-0" 55.1 3/4„ = 1'-0" 55.1 3/4" = 1'-0" 41 0 RE: E/S5.11 FOR J ADDITIONAL INFORMATION J Q COLUMN BEYOND CONTINUOUS TO SY" 3" Ej WF BELOW ­RE: P/S5.13 3 24" COLUMN BEYOND CONTINUOUS TO 6"„STUD WALL #4 X 012" D C WF BELOW -RE: P/55.13 10 STUD � SIM 6L I o" STUD WALL O 5" CONCRETE WALL & 5 0 12" OC VERT & CONT. & 4 DOWEL @ 12" OC. �r I 5 12" OC VERT & CONCRETE WALL W/ 5" CONCRETE WALL W/ (1) #5 Z w 5 0 8 QC HQRIZ 6° CONCRETE PAD W T.O.w. 5 1 8" OC HORIZ CONCRETE TOPPING -41/ MIN # I 9" CONIC WALL 0 SIM -RE: PLAN / @ TRENCH DRAIN (SLOPE 21/4"/FT) 9 CONIC WALL +� SIV -RE: PLAN TOPPING SLAB- RE: ARCH W 0 1y" CVR W/ SNOWMELT 8048'-0" 1 " CVR N 0 #4x CONT - TYP a j •„-_ W/ #5 0 12 OC EA WAY �. �• .... �i� �. 7! / T 0 C. ---- - ----�c-x-x x --_ _ TOPPING SLAB -RE: ARCH SD43'-fi" MATCH VERT REINF, ^N '; 8040'-0' - 5 x 24" DowEL ro �' ------ � x° MATCH VERT REINF, (1) #5 CONT. HORIZ. OR 8042'-0' T.O,C. T.O.C. 1#5 CONT LONG CONCRETE TOPPING -41/" MIN 8041'-9" `° x x x x x 8042'-0' . RE. PLAN ! FLOOR SLAB ­RE: PLAN -- - ll! -- - I @ TRENCH DRAIN (SLOPF '/4"/FT) x x x x ! B.O. DECK T.O.C, {1) #5 CONT. HORIZ. 12 rT1 -- �� -- T1�� �l T.O.C. FLOOR SLAB -RE: PLAN T.O.C. 5 x"2�4 :� 12" O.C. En 8040'-0" - _x x ''' 6 8041'-31/2" x x x 8041'-3�/2" x x x • x t o # - - - - - I o L4x4x'/4xC0NT W/ sD 1/2" X 4" MIN EMBED f =- 2" METAL DECK -RUNS 0PP051TE 2" EXP BOLT ® 24" D.C. MAX METAL DECK L�---- -- DlRECTION 0 SIM STEEL BM ­RE: PLAN En STEEL BM -RE: PLAN REINFORCEMENT WALL W L STEP @ PLAZA M CONCRETE MECHANICAL PAD WALL @ WALKWAY P SLAB STEP @ WALKWAY Q EXTERIOR DECK @ FDN WALL l3/4p' = 1'-0" S5. 3/4'p = 1'-0" 55. 3/4„ = 1'-0" 55. 3/4" = 1'-0" 55. 3/4" = 1'-O" RE: N/55.01 FOR BRICK 8" GALVANIZED ANGLE AS REQ'D -RE: ARCH L2x2x'/4x CONT EQ EQ of JW FOR CONS TRUCTIONM W/ %%4" HAS RE: ARCH FOR TREAD AND RISER 0 2'-0" O.C. T.O.W. (2) #5 TOP CONT. DIMENSIONS AND LAYOUT ISSUED FOR: DATE: RE: ARCH RE: PLAN DOVETAIL SLOTS ® 16" O.C. T.Q.W. 25%CD SET - " 3 0 STONE/ CONIC• • RE: PLAN 5056 CD SET-progress D6-D3-05 MECHANICAL AREAWAY #5 � 12" OC VERT 75%CD SET 06-00-05 1-3/4"x3/14" BAR GRATING 5 0 16" OC HORIZ #4 A706 x 2'-0" 8" CONCRETE WALL BEYOND HSS4X4X'/4 0 4'-0" O.C. 0 EA HSS4X 90%CD/PERMIT SET 07-22-05 4" 24' x x INFILL WITH 6", 16GA STUD #4x CONT - TYP ' • #5 x N�0 12" O.C. FLOOR SLAB 61/9" MIN-FOR DRAINAGE RE: N/55,11 100°,6 CD SET 09-09-05 & WATERPROOFING RE: ARCH RE: D/S0.02 FOR ON-GRADE BENT R 81/2XDIST TO CTR OF BMX% 3 SIDES 100%CD&permit set 09-19-05 T.O.C. T.0.C. - - - - STAIR REINFORCING -DO NOT TIE x CONT -RE: A/55.12 FOR WELD 3/16 TOPPING SLAB -RE: ARCH 24" - �°%Q #4x 24 0 12" O.C. " " RE: PLAN RE: PLAN - x x - HORIZ STAIR REINF TO WALL BEYOND AND REINF INFO � T.O.0 T.O.C. (1) #5 CONT. HORIZ. 6039'-52. '/ ,..•• Ir x x x x x 8040'-C" y CONCRETE TOPPING -41/" MIN MIN ° I 24" 0 TRENCH DRAIN {SLOP 1/4"/Fi) 6"x16GA C STUD °° `•►:�ri� #5 x Ill 12" O.C. T.O.C. FLOOR SLAB -RE: PLAN o U=p 13873 m; eN e Z x x x x la 0 � - ' I 8041'-31/2 x x x x x x x 00 B.D. DECK - - - - - I STIFF E 1/4X5XBM HEIGHT RE: •� ,, C/S0.03 FOR ADDITIONAL CONN INFO CONNECTION 0 WALL I RE: PLAN FOR ACTUAL B.O. STUD + • RE. K/S0.03 L5x3x'/4" LLV j I FRAMING 2" METAL DECK RE: ARCH RE: P/55,01 FOR WALL E: PLAN 3 16 2-12 REINFORCEMENT I + #51DWLS0Cx 4'-0" 3 16 C Q COPYRIGHT 2000 MORTER ARCHITECTS P.C. I STEEL BM NRE: PLAN RE: J/55,01 FOR WALL I REINFORCEMENT RE: J/S5.01 FOR WALL REINFORCEMENT PROJECT#: 04910 R SLAB STEP @ EXTERIOR DECK rS %lllllll\ GRATE @ FDN WALL T EXT DECK WALL U STAIR @ WALKWAY KV%lllllll\ E DGE OF SLAB @ BLDG B BALCONY SHEET TITLE:FLOOR FRAMING DETAILS 3/4.. = 1'-0" 55.1 3/411 = 1'-0" 55.1 3/400 = 1'-0" 55.1 3/4., = 1'-0" 55.1 3/411 = 1`-0" 5oll RE: D/55.12 FOR TYP REDWINE RE: V S5.11 FOR 3 3" HSS CONNECTION ADDITIONAL INFO " 3" 3" EA END Q ® ROOF BEAMS 3 16 3116 3 16 REDWINE ENGINEERS INC. � krx HSS4x 4x'/4 CQL ® EA FRAME STRUCTURAL CONSULTANTS 'E" (12" MAX 12 TYPICAL ROOF DECK 150 E. Beaver Creek Blvd, A204 - RE: PLAN Avon, Colorado 81632 HDAS WHERE OCCURS - BEAM RE: ARCH i RE: PLAN HSS4x COL ® EA FRAME BENT R �/4x L 970 748-0711 RE: PLAN 3-12 TYP U.N.O. - I I RE: PLAN 6"#4x CONT 1/2"0x1'-6" DAS 0 2'-0" O.C. x x SLIP TRACK �N' 0 "E" > 3' x x - - - - - - - x x I HSS6x6x'/4 BM -MITER ENDS I HSS4x4xl/4 BM T.O.C. x x I HSS6x6x� BM 0 EA FRAME ('A � E ._ RE: PLAN / x '/ 6" STUD WALL -RE: SO.04 T&B OF POSTS /4 I HSS4x4x/4 -MITER ENDS 8 N 3/161,/- I 1" 24 GA CONFORM DECK W/ 2" I E%" SHEAR TAB CONN T 0 C LO NW CONC & 6x6-W2.1xW2.1 WWF HSS4x COL EA FRAME HSS4X TYP ( m r L 0 RE: PLAN " z x x x 8039'-5f/2" `J rn co 0 � Z I I I I MIN Ll..� a _° o W d � 6"x 20ga STUD CROSS- 3 16 -12 I I co oO � ° �, 4 BENT I£ /4"x U x CONT BRACING ® 4'-0" OC. TYP 3/16 2-12 W12 BEYOND 0 _" „ � „ o co to E - /2 6"x 20 a STUD 16" OC �, T.O.S. BLDG A = FFE + 1'-6"� K - - - - L3x3x'/4 CONT. @ PERIMETER II ° T_ m v ", t E@� - ROLL TO REQUIRED RADIUS WHERE RE: PLAN FOR METAL DECK 9 : 4 - o o FLOOR EDGE IS CURVED ORIENTATION n/ / T.O,S. BLDG B = FFE + 2'-0" HSS4X4X'/4" II N E U/ I HSS4x6x'/4 BM BETWEEN FRAMES - /7 7 //x VARIES -RE: ARCH VARIES -RE: ARCH x 3/16 0 EA END x x - - - - - - x x 0 FLOOR BEAMS 3 16 3 16 6"0 PIPE W/ 3/4" THICK x x C= x x CAP PLATE 21-7�' ad r_ W Q Lu K'A SLAB EDGE B LIGHT GAGE FRAMING C BAY WINDOW C� FLOOR D 5 1 3/4" = 1'-0" 3/4„ = 1,_�„ BAY � WINDOW C� ROOF E COLUMN CONNECTION C� BALCONY � 5.1 NO SCALE 5.1 5.1 / 5.1 3/411 a K a RE. ARCH SHT A6.2 FOR a DECKING, WATERPROOFING 4'/2" 3" 3" AND DRAINAGE RE: K/S5.11 FOR CLOSURE 3' O WALL ul 6" STUD WALL T.O.C. 8Q42'-D DECK RAIL RE: ARCH 6x6 DECK POST RE: ARCH " I x x M x RE: PLAN FOR METAL DECK TYPE EDGE OF DECK I EXTERIOR DECK SPANS DPP DIRECT SIM =1/2 FLANGE WIDTH T.O.C. ¢ -SLOPE, ARCH T.O.C. 3x3x'/4"xCONT BENT R 3x3x' "xCONT BENT fE W24X131 / (4) /4 /a RE' P 3x3x�/4"xCONT BENT 3 „ _K RE: PLAN BOLTS ASE RE: ARCH 1" CONFORM DECK RE: PLANS 3 1fi 3 ' °x DECK SPANS OPP DIRECT ® SIM 1" CONFORM DECK RE: PLANS 1" CONFORM DECK RE: PLANS - - - - , T.O.C. Z W24 (SKE ED) W/ I CANTILEVERED WF -RE: PLANS CANTILEVERED WF -RE: PLANS CANTILEVERED WF -RE: PL4N5 ^ W� fE 1"x4"xC0 T ® DECK 0 0 � � o o ° 8040-0 � = „ x � x x I MIN MC 18x42,7x CONT ° MC 18x42.7x CONT RE: F/S0.03 TYP CUT TOP FLANGE 0 RAIL POST L' CUT TOP FLANGE @ RAIL POST MC 18x42.7x CONT " CUT TOP FLANGE 0 RAIL POST Q NO CONN: NOTE: 3/4" STIF F R RE: B/SO.03 RE: B/SO.03 -ALIGN W 104 NO BOLTS 0 MC18 3 NO BOLTS @ MC18 3 16 2-12 0 TOP & BOTT FLANGE 0 ABOVE 1_5x501/8"5x5x3e" EA SIDE OF POST 5116V D W/ (3) 3/4" 0 THRU-BOLTS Pk ui 3/4" STIFF F11 rF"%� EA SIDE II W FLOOR TRANSITION TO EXT. DECK KGNN ED GE OF EXT DECK @ METAL RAIL KH" EDGE OF EXT DECK ® WOOD RAIL loe J EDGE OF EXT DECK @ PARALLEL DECK rK STEP @ PLAZA II W12 COLUMN w 5.1 3/4„ - 1'-0" 5.1 3/4" _ 1'-0" 3/4" = 1'-0" 3 4" = 1'-0" _ 1 / II L9 5.1 5.1 / - 5.1 3/4" - 1'-0° 1 /2" CAP � I RE: N/S5.01 FOR BRICK 8„ RE: N S5,01 FOR BRICK J / FOR DRAINAGE & WATERPROOFING ANGLE AS REQ D -RE: ARCH ANGLE AS REQ D -RE: ARCH RE: ARCH Q 13 Ea EQ J 0 T.O. PARAPET (2) #5 TOP CONT. 2 Q P u DOVETAIL SLOTS 0 16" O.C. ^ 3„ 0 STONE/ CONC #5 12" OC VERT Ell 5 0 16" OC HORIZ DOVETAIL SLOTS 0 16" O.C. W 8" RETURN WALL BEYOND VENEER #4x CONT - TYP J �T.O.C. I FLOOR SLAB-FOR DRAINAGE FLOOR SLAB RE: PLAN CONCRETE TOPPING -RE: ARCH CONCRETE CORE WALL W O ERIOR & WATERPROOFING RE. ARCH TnPp� i� - - TOPPING E #=WALK C RE S4 01& S4 02 1A 0 1 - - . .-._ ..., T.0 C. U 4% L4J L4� 1L U.c' � 9 �' :m ....�..,., _�TT ' �' 11► Z x x >' 8041 3/2" �- - � T.O.C, T.O.W. " �� I - \ {/ x : x 8052'-0" RE: PLAN C° T,O,C, `r ED • x x x 8042'-0" I/ - - - - - - � 24" I 24" x x x X 2" DEAF NI E: PLAN # _ / - - - R • - N 5 x N F0 12" O.C. T.O,C, " - • - - - - - - - - B.O. DECK I i „ T. BEND " - - - - - - - - I 8041 3 2 • W 1 • B.O. STONE I W1Ox FLOOR B - - - - - - - L5x3xf/4" LLV I -CONN PER K/SO.03 • L4x4x' DECK SUPPORT RE; ARCH • LBXSXf/ B.O. STONE I 24" „ /4 STONE S-NOTOCONTINUOUS WHERE 0 Ll I #5 x N�@ 12 O.C. FOUNDATION #5 OWLS x 4'-0" 6" W/ (1) #5 CONT. 0 BEND 3 16 2-12 I � • � 12" OC. I 3-12 I RE: J/S5.01 FOR WALL I RE: J/S5.01 FOR WALL • RE: J/S5.01 FOR WALL 1 -0' REINFORCEMENT REINFORCEMENT REINFORCEMENT L , -o SLAB STEP C� EXTERIOR DECK M STONE PARAPET @ STONE DECK N GARAGE LID © BLDG A- NORTH P GARAGE LID STEP Cgs BUILDING A Q STONE LEDGER @ DISCONTINUOUS 5,1 3/4" = 1'-0" _ STO N 5.1 3/4"t - 1 -0" 5.1 3/4 = 1'-0 5.1 3/4" = 1'-0" 5.1 3/4" = 1'-0" FOR ADDITIONAL INFORMATION 10 q FOR ADDITIONAL INFORMATION " RE: S/S5.12 FOR CONSTRUCTION RE: S/S5.12 ISSUED FOR; DATE, BALCONY UNIT d RE: PLAN 25%CD SET 05-06-05 ADDITIONAL fE l/2x5x1'-0" -CONN SAME AS 807 fE 50%CD SET progress 06-03-05 BEAM SPLICE Tl�T 01 -RE: PLAN RE: D/S0.03 HSS4x UP CD SET 06-30-05 I I I I HSS4X ROOF POST I I 1'-0" UNO I I 90%CD/PERMIT SET 07-22-05 W16x THRU-BEAM STEEL BEAM Y STEEL BEAM I I WHERE BEAM FLANGE IS WIDER I I HSS6x6 TO RIDGE GIRDER 100%CD SET 09-Oi-05 I I - RE: F/S0.03 - RE: PLAN N RE: PLAN I I 1 FILL OUT COLUMN I I 3 STEEL GIRDER THAN COLUMN, BASE fE /4x7x1'-O" W/ T.Q.S. 3RD FLR W12x I I m I 2 - RE: PLAN I W/ STEEL R TO MATCH BEAM I I (4) 3/4" BOLTS 4" GAGE 100%CD&permit set 09-19-05 Uk DOUBLE ANGLE CONK GA END 1 I I 5 ROWS OSFO W16x BOLTS I I $EAM NOT SHOWN - - - - - - - I I , W16x ..g .R • tiF T,O.S. 3RD 8063'-7" o o U tip' W18 BEAM OVER GO I BEVEL PREP 0 TOP FLANGE ° o I I POST & SPLICE I I I I O o RE: S/S5.12 (2) STIFF R EA SIDE: I 11/2" CAP 3It 3/ o 4x6x W/ I I I •ti. ,. THK = COLUMN FLANGE vIVI'�1„ I WIDTH = 1/2 BEAM FLANGE I I I (4) ,�4"� BOLTS I J o � - 1 1 I I 0 3 GAUGE I I I HSS POST DOWN o o I I HSS8x COLUMN I I I I " RE: PLAN OPYRIGHT 2000 POST - RE: PLAN C C+ ORTER ARCHITECTS P.C. RE: PLAN RE: PLAN rR RD FLOOR BALD NY C� BEAM rS PROJECT#: 04110 BEAM AVER POST ® SPLICE T BEAM AVER POST C� TRANSFER U PLAN C� BEAM THRU COLUMN V POST TRANSFER C� 3RD SHEET TITLE:FLOOR FRAMING 5.1 3/4„ = 1'-0" 5.1 3/4„ = 1 '-0" 5.1 3/4" = 1'-0" 1 = " " _ 5.1 /2" 1'-0 5,1 3/4 1 '-0" DETAILS 5s12 RFOR E: BB/SS.jONAL #NFORMATION REDWINE ■ CORE WALL DOWELS REDWINE ENGINEERS INC. 4" 4" 4" 8" 4" $" 8" 8" STRUCTURAL CONSULTANTS 01 DOVETAIL SLOTS DOVETAIL SLOTS 150 E. Beaver Creek Blvd, A204 0 STONE 0 STONE Avon, Colorado 81632 970 748-0711 CORE WALL CORE WALL STEEL CORE WALL STEEL CORE WALL STEEL N RE: S400 SERIES T,O.GRADE N RE: 5400 SERIES N RE: S400 SERIES Ir #5x 3s`� 12" O.C. #5x36'NO 12" O.C. RE. B/S5.13 E • W/ #5 0 BEND I W/ #5 @ BEND I o In AN [- T.O.W. _ STAIRWELL STAIRWELL I STAIRWELL I I STAIRWELL �' 2 RE: PLAN e ; I DRAIN I �, W Q o T.Q.C. h+ = T.O.C. '" = T.O.C. I T.O.C. = 8040'-0" _ 12 up 9 RE: PLAN 10 rABOVE RE: PLAN = x x x RE: PLAN = _x-x ` �' Z U o rte. E 1/2"0x4" W.A. T.O.W. L° - - - - - - - - - - • - T.O.W. • T.O.W. �° I - - - - - - - - - - - - - - - - - - - 16" O.C. RE: PLAN • RE: PLAN RE: PLAN = sv u> j w E L6x4x5/16x CONT RE: A/S5.13 RE: A/S5.13 #5x5'-0° ® RE: A/S5.13 DOWEL FOR 8" WALL DOWEL FOR 8" WALL 12" O.C. DOWEL FOR 8" WALL BASEMENT WALL - MATCH SIZE, ABOVE - MATCH SIZE, ABOVE - MATCH SIZE, SPACING, LAP LENGTH SPACING, LAP LENGTH SPACING, LAP LENGTH • N RE: S400 SERIES RE: 5400 SERIES N RE: S400 SERIES RE: R/S5.01 RE: T/S5.01 RE: R/S5,01 _ 1'-0" i'-0" w 1'-4" 1'-0" 2 0 rA%� DECK ANGLE ® CORE WALLS rB STAIRWELL C� INTERIOR rc STAIRWELL @ INTERIOR D STAIRWELL @ EXTERIOR E STAIRWELL PLAZA @ BLDG A 11/2" - 1'-0" 1 '/2" = 1'-0" 1 /Z" = 1'-0" 1 t/2' = 1'-0" 11/2" = 1'-0" g 5.1 5.1 5.1 5.1 5.1 0 2 9'-11" a a $ 8" p " 8" NOTE: GIRDER CONNECTION RE. K/SO NOTE: BEAM CONNECTION S5.13 N A3 8" WITH CHANGES SHOWN N RE: K/50.43 WITH CHANGES SHOWN DOVETAIL SLOTS ° N 2'/4T&BURN 3 8 4" 8" I (2) #6 A706x4'-0" STONE 08" QN GIRDER Z CORE WALL STEEL 8 W(+35 )8 LEVEL 1 RE: S400 SERIES 4" I x x x x x� x x i RE: B/55.13 STAIRWELL K � I STAIR ABOVE CORE WALL STEEL 55.13 N RE: S400 SERIES I BY OTHERS I I " W (2) #6 A706x4 O STAIRWELL STAIRWELL J� W12x14 4 i I i 08 ON GIRDER 0 o #5x `� 12" O.C. N = 24 I I LEVEL 1 W/ #5 CONT @ BEND � I x x x x x x x - STAIR / LANDING T.Q.W. = 8041'-51/2" SY OTHERS I - - - - - - - - - - - - - - I T.O.C. = VARIES RE: A/S5.13 "N x x x x x x W12x14 [4] I I I y 1w P == 1 WT5x22.5 I 3/g I DOWEL FOR 8" WALL T.O.W. - - - - - - - - - - - - - - - - f-CORBEL 0 I I - B.O.DECK = 8040'-3" _ _ _ _ ABOVE - MATCH SIZE, RE: PLAN I BLDG A - 5/e" RETURN 3/8 o SPACING, LAP LENGTH I RE: F/S5.13 TOP 3 8 I I a J . . RE: A/S5.13 Q = N RE: 5400 SERIES C � 55.13 I I W16x DRAG STRUT a RE: R/S5.01 i ADD (2) STUDS I I 3 8 i ❑ 10 (EXTEND �} �� RE: K/SO,O3 4x @12" 4" .` "" "" - # a i FOUNDATION WALL M a W/ (4) #4 LONG N RE: S/S5.01 U B 4" 4" 8" 55.13 55.13 1'-0" W E STAIRWELL Z PLAZA @ BLDG A G STAIRWELL @ INTERIOR H PA TIAL PLAN @ ORTH CORES rT' DRAG CONN @ GIRDER K DRAG CONN @ FDN WALL 5.1 11/2 - 1 -0 5.1 11/2'. _ 1 -0 5.13 1/4 - 1 -0 5,1 3/4" = 1'-0" 2 PLC BLDG A 5.1 3/4" _ ,'-o" 2 PLC BLDG A Eq 2 PLC BLDG B 2 PLC BLDG B) ❑ (3 EJ J J J ❑ L3 w I a _ W I Q � > I En G Li 55.13 1�" W1 6X26(4) W16X26(5) (OFF GRID) - i - X26f5 Wl R=17k R=35k R=35k R=17k En M 55.13 G ELEVATOR S5.13 W1 6X26(4) W1 6X26(5) _ _ ____ W16X26(5) W1 6X26(4) 8" R=17k R=35k R=35k R- j L5x5xl/4x0'-5" 2 'FOR CONSTRUCTIONAW M S5.13 ISSUED FOR: DATE: 3/4'x12"x4'-10" EMBED RE: B/S5.13 9 W/ (2)�� ROWS OF (14) T.O.R = T.Q.S. HSS5x I I HSS4x I I 25%CD SET 05-06-05 7/8"0 x 7 EMBED H.A.S. RE: PLAN I I I I 50%00 SET-progress 06-03-05 010" 0 8" GAGE & 3" MIN EDGE DIST I I I III 75%CD SET 06-30-05 G STAIR BY (2$ H.A.S. TOTAL) I I P1 I I P2 90%GO/PERMIT SET 07-22-05 55.13 „ 5 OTHERS LEVEL 1 (2) #6 A706x4'-Q" E 1 xbf+31/2°x5„ I I 55.13 I I 55.13 100%CD SET 09-01-05 x x x x x x 08" ON GIRDER CL I I i IE 1x5"x 1 D" I I I I 100%CD&permit set 09-18-05 «� TYPICAL 5" STEM WALL TYPICAL 5" STEM WALL I N 1 RE: PLAN I RE: PLAN I 0 REGIST f 1 " » " " ••• ... N. 7 16 3 5.. ADDITIONAL CONC 0 ADDITIONAL CONC 0 Qm 3 Z: - 7 16 HSS HSS " 8'-7„ RE: K/SO.03 • •• .........•••''• 10 7 16 � RE: A/SO.03 N `c W/ BOLTS AS COPYRIGHT 20 e SHOWN N 1 c 1 lop CVR ` 1 "CVR V MORTER ARGH�TECTS P.G. #3 @8" O.C. HORIZ 00 #3 @8" O.C. HOR Z PROJECT#: 04110 rL` PARTIAL PLAN 0 SOUTH CORES M DRAG STRUT @ SOUTH CORES N STEEL BEAM ® CONCRETE WALL rp%� CONIC STEM WALL @ HSS SHEET TITLE;FLOOR FRAMING 5.1 1/4" = 1'-0" 5.1 3/4„ = 1'-0" 4 PLC BLDG A 5.1 3/4„ = 1'-0" 5.1 3/4., = 1'-0" LS 4 PLC BLDG B 5, 1 0,00000......................... BEAM W8 RAFTER BEAM RE: PLAN W8 BEAM RE: PLAN REDWINE ROOF DECK L4x4x1/4 W/ BENT R 12GA x/\ " (2) %'0 BOLTS EA. LEG �� REDWINE ENGINEERS INC. 1'-0" +3"+ 12 12 BENT RIDGE BEAM STRUCTURAL CONSULTANTS 10 RE: PLAN I I 12 150 E. Beaver Creek Blvd, A204 W.P. + BENT R 1/4x L o 12 RAFTER BEAM 970 748-0711 Avon, Colorado 81632 6» ° o " » o � 10 12 T plp RE: PLAN I ROOF DECK �/ TIFF (E EA SIDE . 6 S D E x 6 LONG � o , , o I I + 1/4" END R EA SIDE ° r /•� STANDARD SHEAR IE CONN v $ + HSS4X4XI/4 -CUT TO SEAT DEPTH RE: C/S0.03 I--� W/ " CAP IE VALLEY SEAM -RE: PLAN T.O.S.7 row- T.O.S. �� RE: JrS5.11 FOR BAS fl? 12 4 8080-03/4 I 1/4" R x 5" LONG o Lo o RIDGE BEAM NRE: PLAN ` �° ° c 8073'-7" + RE: PLAN 2 2 °�' W8 VALLEY BEAM N R PLAN I .9 t:° to RE: E/S0.03 FOR SKEWED FRAMING CON- � z U � rte. `r° E + 1O EAVE GIRDER N RE: PLAN N No ro co BEAM N RE: PLAN N N m m E W H rA_"� LOFT -ROOF EDGE BM @ 10: 12 rB-""-N B EAM @ DORMER rC"'NN D ORMER VALLEY RIDGE CON - rD' TYPICAL RIDGE BEAM CONNECTION KENN E AVE BEAM @ WEST DORMER a 85.2 / 85.2 3/4 1 0 85.2 3/4 = 1 -0 55.2 3/4» = 1'-0" 85.2 3/41, = 1'-0" c oy a RE: A/S5.21 FOR ADDITIONAL INFORMATION AT EAVE FOR ADDITIONAL INFORMATION RAFTER BEAM W/ 1/4" END STIFFENER ROOF RAFTER BEAM 0 BM BEYOND RE: G/S5.21 A B EA SIDE RE: PLAN 1'-0" 3" ROOF DECK -RE: PLAN 3„ ROOF DECK -RE: PLAN 3„I 1,-9„ ROOF DECK -RE: PLAN + W.P. I ��` T'I• I BENT f£ 12GA ROOF DECK -RE: PLAN 12 12 En 1� ROOF RAFTER -RE: PLAN T.O.S. I + 5.5 I I 1 r 12 + ' (2) 1/4'0 " LT + + 12 TYP CON- -RE: 50.03 W8 RAFTER BEAM N RE: PLAN W.P. (2) 3/4"� LTS TO RAFTER o I ° HSS4X -RE: PLAN I y4" R x 5" LONG + I W.P. 5.5 ° I O . ; o o 1'-0" 3 TYP CON- N RE: SO,03 W'P' i ONN -RE: S0,03 RE: J/S5.11 FOR BASE R INFO " + + 10 12 + I 4 51MLOOR BM I + WT6x13xO'-6" -CUT TO SEAT DEPTH FLOOR BM -FRAMING W.P. T.O.S. ° ° T.O.S. CO VARIES -RE: PLAN 807,V649� T.O.S. T.O.S. �;, I 8079'-41/2" I 1/4" E z 5" LONG . . . + I Io Y 8073'-7" 0 + 8073'-7" 1/4" END R EA SIDE ;o o END R EA SIDE + .o L4x4xO'-6" W/ 0 T.O.S. (2) 3/4"0 BOLTS TO RAFTER + i I I I 8073'-7" O I° EDGE BEAM :0 RE. PLAN En � Io KF *N\ LOFT ROOF EAVE BM @ LARGE OVERHANG KGN EAVE BM @ 4TH FLOORZ LOFT ROOF rH-'NN EAVE BEAM ® NORTH DORMERS J STEP @ EAVE @ DORMER r7 LOW ROOF @ DORMER W 85.2 31 -0 85.2 3/4" _ 1'-0" 3/4 = 1 --0 3 4" = 1'-0" _ - S5.2 55.2 / 55.2 a,. Lj f a a (3 J BENT fCx S, ROOF DECK-RE: PLAN " ROOF DECK -RE: PLAN ROOF DECK -RE: PLAN BENT R 1/4x FIELD WELD TO BM + "'Ll BENT Ex L 1 -Q 13 I ROOF RAFTER -RE: PLAN i ROOF RAFTER ® 5.5 TO 12 SLOPE 6 ROOF DECK -RE: PLAN 12 12 rj ' - - - - - 1'-O" 3" 5.5 10� 12 I I I 1'-0" 3" RE: U/S5.21 FOR ADDITIONAL EDGE 12 12 /W.P. I W J ANGLE INFORMATION I �/ TIFF fi? EA SIDE 5 5 T,Q.S. 6 STUD INFILL " W.P. W.P. 8074'-41 L ROOF DECK NRE: PLAN--� /2 1�' I o ROOF RAFTER -RE: PLAN BE fCx 6" --- ROOF RAFTER 0 1 TO 12 SLOPE � Y �,'0'5 -_ ^� � I �i � TYP CONN N RE; S0.03 T.O S. 8074'-41/2" / g - - I �� � o� ROOF RAFTER -RE: PLAN 8078'-9' , /4 !I' x 5" LONG I HSS COL W/ 1/4" CAP li? 0 RE: PLAN T.O.S. 0 �'. TYP CONN N RE; SO.03 J 8074'-41/2" I 1/4" R x 5" LONG ! I I + I + EAVE BM -RE: PLAN u)� I � ,� 1/4" END R EA SIDE I I I + L3 En I I I I I I rL_'N ROOF STEP @ DORMERS M EAVE BEAM @ SOUTH DORMER N ROOF EDGE BM @ 5.5: 12 P ROOF EDGE BEAM @ 5.5: 12 @ COLUMN KQN ROOF EDGE BEAM @ 10: 12 W 5.2 3/4' = 1'-0" 55.2y 3/4" = 1'-0" 85.2 3/411 = 1'-0" 55.2 3/4° _ 1'-0" 3/4" = 1'-011 S5.2 BEAM W16 BEAM RE: PLAN 2'-81/2" ROOF DECK + FOR CONsmuc ION' L4x4x1 4 W/ BENT fEx ISSUED FOR: DATE: 4 BOLTS EA. LEG 6 I P IS3 12GA BENT II' I 3/16 ROOF DECK -RE: PLAN 25%CD SET 05-06-05 RE ARCH 3" L5x5x1/4xCONT 50%CD SET-progress 06-03-05 " 75%CD SET 06-30-05 T.O.S. W.P 2 -8 2 6" W/ 1/2"0x4" HAS 0 8081'-01/4" R 7/16x2 EA. SIDE a 16 O.C. Lij ° ° a BENT 1/4x 2 0 EA FLUTE L4x4x3/16xCONT 90%CD/PERMIT SET 071205 R ° o FIELD WELD TO -USE % #12 TEK SCREWS 100%CD SET 09-01-05 ROOF RAFTER RADIUSED 0 40'-0" EDGE PLATE FROM 1/8 2 EA. FLUT 0 20 GA DECK 100%CD&permit set 09 i9-05 T.O.S. -RE: PLAN r ROOF DECK -RE: PLAN PERPENDICULAR I 111* 8081'-01/4" P. BENT IE DIRECTION TYP yp 3/16 z L • 1.5" ROOF DECK 6" � 12 WT6x13xO'-6" -CUT TO SEAT DEPTH RE: PLANS 5.5� ROOF DECK' 3/16L.,-2-12 •1i;li �:,D HSS CURVED & RADIUSED VALLEY BM N RE: PLAN T.Q.S. RE: PLAN 8" NW CONCRETE WALL, RE: S4.01 & 2 : 8074'-41/2" ROOF EDGE BEAM • V i4 BEAM N RE: PLAN RE: PLAN ROOF RAFTER RADIUSED � 40'-0" • �' -RE: PLAN �•,NN •IVI\fw _ WT6x13xO'-6" -CUT TO SEAT DEPTH L3x3xI 4 KICKER @ 5'-0" O.C. I W/IE IXx4x4 EA. END © COPYRIGHT 2000 RE: PLAN MORTER ARCHITECTS P.C. K i PROJECT* 04 910 R BEAM @ CURVED DORMER S HIGH EAVE BEAM @ CURVED DORMER T LOW EAVE BEAM @ CURVED DORMER U ROOF DECK PERPENDICULAR TO BEAM K7N)I, R OOF CONN @ TOP OF CORE WALL PROJETITLE:ROOFFRAMlNG S5.2y 3/4" = 1'-0" SS 2y 3/4» = 1'-O" 55.2y 3/411 = 1'-0" 55.2 3/4" = 1'-0" 3/4" = 1'-0" DETAILS S5.2 5x2l ROOF DECK -RE: PLAN � BEAM REDWINE " 12 SEAM ' BENT Rx L� 3 4 r- RE, PLAN 6 -P- I REDWINE ENGINEERS INC. ROOF DECIf STRUCTURAL CONSULTANTS T,O.S. ROOF DECK -RE: PLAN PC WT14.5 22 150 E. Beaver Creek Blvd, &204 8076'-43/16" 0 " 1 o ROOF RAFTER -RE: PLAN 1 -0" 13"1 1 -0 13 I ROOF DECK -RE: PLAN Avon,70 Colorado 48 0711 TYP CONN N RE: SO.03 12 3/16V 0; ;0 N fi 1 12 0; ;O 6 12 BENT fli x fi BENT Rx I;, 3 6 W.P. I I 4�� 12 I A 8 L4x4x /16xCONT 1 4 I I 1 4 411 • w/ t/270 x 4" EMBED EXP ANCHOR 0 24" O.C. W.P. v LL - - - - - I I T.0 S, I rn ao " T.O.S. - -° o ° N EDGE PLATE I 8071 -105/6 o ROOF RAFTER -RE: PLAN 3/16 LL o 8 NW CONCRETE WALL 8076-4 2 RE: E S5.21 I o (�, o RE: S4.01 & 2 Y I I ROOF RAFTER -RE: PLAN z U O F `I.° E • T,O,S, I I ° ,� ° o GIRDER N RE: PLAN U o �� TYP CONN N RE: S0.03 TYP CONN N RE: SO.03 o RE: F/S2,21 FOR PITCH BREAK CONN '1 '5 15 ° ° co 1.5" ROOF DECK 8071 -105/8" o = �„ to > m rn E L I II ° ROOF RAFTER -RE: PLAN EAVE BM -RE: PLAN 12 BEAM N RE: PLAN RE: PLANS BENT fix 6" I 1 o SAVE BM -RE: PLAN I I TYP CONN N RE: SO.03 a = I I L4x4x1/4 W/ SAVE BM -RE: PLAN I Y I (3) 3/4"0 BOLTS EA. LEG W72.5x i I i HSS COL W/ 1/4" CAP R RE: PLAN I I I I W rA'NN ROOF CONN @ SIDE OF CORE WALL KB S HED BEAMS @ COLUMN rC- NN ROOF EDGE BEAM @ 6: 12 rDNN ROOF EDGE BEAM @ 4: 12 rE-'NN BEAM @ PITCH BREAK 3 4" = 1'-0" 3 4" - 1'-0" 3/4.1 = 1'-0" 3 4" = 1'-0" 3 4" = 1'-0" O c 5.2 / 5.Z / - 5.Z �.2 / 5.2 / .� a a ' ROOF DECK -RE: PLAN 3" I ROOF DECK-RE: PLAN ROOF RAFTER W 114' END 9 NRE: PLAN 1'-0" 1'-0" HI ROOF RAFTER 0 4 TO 12 SLOPE ' P x24 x1 TYP W.P. SHED RAFTER 10 12 1/2 ^ 1/2^ I I RE: PLAN RE: U/S5.21 FOR ADDITIONAL EDGE - - - - - - - - - - BENT R_ 12 GA x ANGLE INFORMATION 1'-0" 3' I Y T.O.S. 4�p BENT R 1/4x L } I W.P. 12 BENT R 1/4x FIELD WELD TO BM I Y ROOF DECK -RE: PLAN , „ I I 6 1 BENT Rx L W.P. I Y 8082-21/2 4 12 Y PITCH BREAK BEAM 6" STUD INFILL , RE: PLAN ROOF DECK -RE: PLAN L ' ' 4 2 6" �^ SHED RAFTER BENT Ex 6' W.P. I WT6x7 -CUT TO SEAT DEPTH RE: PLAN LO ROOF RAFTER @ 6 TO 12 SLOPE T.O.S. i 12 T.D.S. ' T.0,S. VARIES 0 5 16 TYP 0 8086'-103/4" 8086'-103/4 0 I Y o ° Y I ° ROOF RAFTER -RE: PLAN ° STD DOUBLE ANGLE CONN 0: �-', TYP CONN N RE: 50.03 1/4" I RE: S0.03 - END F1? EA SIDE I I O EAVE BM -RE: PLAN RAFTER BEAM N RE: PLAN I I I I RE: S0.03 Q CONNECTIONS PER B/SO.03 I EAVE GIRDER N RE: PLAN I I 0 I W rF'_ PITCH BREAK @ GIRDER KGNN ROOF ,STEP @ LIFT SHEDS rH_'*""`\ R OOF EDGE BEAM @ 4: 12 rJ_"""\ R OOF EDGE BEAM @ 10: 12 K ROOF @ CANTILEVER- L9 5.Z 3/4 = 1 -0 �.23/4 - 1 -0 5.Z 3/4 = 1 -0 5.Z 3/4., = 1'-D" 5.Z 3/4 = 1'-0" 0 BEAM FOR ADDITIONAL INFORMATION RE: D/S5.21 FOR ADDITIONAL RE: B/S5.21 12 J D STEEL BEAM N RE: PLAN INFORMATION AT THE RIDGE BEAM 301 41 - RE: PLAN 1/4" WEB STIFFENERS EA SIDE W P a ROOF DECi� � > TYP 3 16 HSS 4x -RE: PLAN PC W710.5 K22 I I ROOF DECK -RE: PLAN 1h ' I ° 1'-0" 3" W J 0 HSS4x4x1/4 BEAM (4 TOTAL) I I o l l o TYP CONN N RE: SO.03 I I 12 11SS 4x4 1/ POST (4 PLACES) 11 3/16 of 0 o I I I 6 W 0 INFILL W� h�ETAL STUDS & SHEATHING Q I I °; ! o I I 12 BENT fEx L I I 1 w 3/16 I I of 6 W.P. J hJA ALVIVI IJCIV i 1 1 4� II ° - TYP 3 16 I I1 0 W.P. I I T.D.S. I ° 6081'-111/8" o RODE RAFTER NR-RE: BEAM N RE: PLAN o ° I l l o I ' I I I i 0 CON FOR CONN. 0 o RE: 0 0 ° T.O.S. TYP CONN N RE: SO.03 o 0 8081'-11 /a' I I� o ROOF RAFTER -RE: PLAN � STEEL BEAM N RE: PLAN BEAM N RE: PLAN I I O EAVE BM -RE: PLAN 12 1 I TYP CONN N RE: SO.03 CONN PER SO.03 L4x4x114 w/ (3) 314"0 BOLTS EA. LEG I I EAVE BM -RE: PLAN I I 1/4" CAP � I I I HSS COL W/ 1/4" CAP IT 1 I RE: PLAN Y I En W rL-'NN ROOF @ CHIMNEY rM_'* HANGER DETAIL N BEAM @ PITCH BREAK P SHED BEAMS @ COLUMN Q ROOF EDGE BEAM @ 6: 12 �.23/4„ = 1'-0" 5.Z 3/4,. = 1'-0" 5.Z 3/4.. = 1'-O" 5.Z 3/4" = 1'-0" �-23/41. _ 1'-0" i 1,p AWFOR CONSTRUCTIONAW ROOF DECK -RE: PLAN 0 j,fl SNOW GUARD RE: ARCH SNOW GUARD RE: ARCH ISSUED FOR: DATE: N ROOF RAFTER RE: PLAN 25%CD SET 05-06-05 WT6x7x2'-0" LONG ROOF DECK -RE: PLAN 50%CD SET-progress 06-03-05 �3^I VALLEY BEAM N RE: PLAN 12 , RE: E/SO.03 FOR SKEWED FRAMING CONN 75%CD SET 06-30-05 1'_g^ '3^Y 1'-0' 9 BENT I>? 1/4x FIELD WELD TO BM 3 -0 3" o 1 -0 ROOF BEAM O HSS12x6x% AT GUARDS I 90�CD/PERMITSET 0722-05 BETWEEN ROOF BEAMS 12 TYP 1 ROOF DECK -RE: PLAN Y 12 TYP>_1 4 7 100%CD SET 09 01-05 I I 4� 3116V 3/16 100%CD&permit set 09-19-05 BEAT R.x 6 W.P. WS ROOF RAFTERS 0 9:12-RE R:S5,22 - - - - - - - - - - - - - 1" RETURN 3 16 3 16 I ° T.O.S. .............•.•,.•�, = T.0.S. I. o 0 0 ° » E 1/2x2 EA SIDE T.O.S. 8047'-0" o 8088'-1" 1/4" P x 5" LONG 8086'-1" o ROOF RAFTER -RE: PLAN -r9�► L I Vsp 13 3 BENT Ex 6„ �J TYP CONN N RE: SO.03 S R 1/2x2 EA SIDE -� T.O.S. a .. „ 2-12 Y I EAVE BM -RE: PLAN • •••j""'•••••�G 8086'-101/4 L3x3x1/4 DECK SUPPORT BEYOND L4x4x 1/ SNOW GUARD ROOF BEAM SNOW GUARD BETWEEN ROOF BEAMS 4 W/ (3) 3/4"0 BOLTS EA. LEG ' ' © COPYRIGHT 2000 1 I HSS W/ 1/4" CAP T_ -RE: PLAN MORTER ARCHITECTS P.C. I I I I I I I I I PROJECT&, 04110 R ROOF EDGE BEAM @ 9: 12 S ROOF @ 9 : 12 DORMER rTNN SNOW GUARD U ROOF EDGE BEAM @ 7: 12 SNEETTITLE.'RETAILS FRAMING DETAILS 5 Y23/4' = 1'-0" 5.Z 3/4" _ 1'-0" 2y3/4" _ 1'-0" 5 2y 3/4.. = 1'-0" • I 5jr22 RE: L/S5.23 FOR POST CONN 0 BEAM RE: L/S5.23 FOR POST CONN 0 BEAM RE: L/S5.23 FOR POST CONN 0 BEAM RE: L/S5.23 FOR POST CONN 0 BEAM SHOWN & BEAM BEYOND SHOWN & BEAM BEYOND SHOWN & BEAM BEYOND SHOWN & BEAM BEYOND REDWINE ■ CONCRETE CAP -RE: ARCH 3/4" R x CONT. -RE: ARCH LL3x3xl/4 (6 PLACES TOTAL) CONCRETE CAP -RE: ARCH REDWINE ENGINEERS INC. TYP 4'-0" STRUCTURAL CONSULTANTS TYP 3/16 TYP 3 16 HSS CAP R AS REQ'D BY SANDSTONE �I 31 150 E. Beaver Creek Blvd, A204 CAP -RE: ARCH (1/4" MIN) Avon, Colorado 81632 HSS4x4x'/4 BEAM (4 TOTAL) HSS4x4x'/4 BEAM (8 TOTAL) o MSS 4x4x�/4 POST (2 PLACES) TYP 3 16 970 748-0711 SLOPED -RE: ARCH HSS 4x4x'/4 POST (4 PLACES) = HSS 4x4x'/4 POST (4 PLACES) = CONCRETE CAP CONCRETE CAP " " " RE: ARCH HSS4x4x'/4 BEAM (8 TOTAL) 4 W/ BASE IE� 8" CONIC WALL � W/ BASE �� 8 CONC WALL � -RE: ARCH SL(2 PLACES ) -RE: BELOW (2 PLACES ) -RE: BELOW TYP>3_F1 N I 4 HSS 4x4x'/4 POST (2 PLACES) 1 Ln 3 1 "3 " 3 "1 " Q 2-12 TYP HSS4x4x'/4 BEAM (4 TOTAL) � �, Ui C 0 p C Lo O O e 0 � I` 0 0 o 0' CHIMNIEY CAP (2 PLACES) c 4 tq CHIMNEY CAP T(2 PLACEOS) I z V U 'g " HSS4x4x% N N CA Q1 E T_3/8x8 N RE: F/S5.23 CONC WALL W H 9 A CHIMNEY CAP BLDG A 3 BDRM B CHIMNEY CAP BLDG B 3 BDRM C CHIMNEY CAP BLDG A 4 BDRM D CHIMNEY CAP BLDG A 4 BDRM E STEEL BM OUTRIGGER @ STAIR CORE 0, 1.2 3/4" _ 1'-0" 5.2 3/4" = 1 2y 3/4" _ 1'-0" 5.2 3/4" - 1'-0" 5.2 3/4" _ 1'-0" 0 0 $" cod Nc L K a 55.23 7'-10" " BENT Ex L n TYP / 6 " T1477--_< HSS 3x3xl/4 ^ 10" 1 4 10,HSS 5x5 ROOF DECK -RE: PLAN TYP 3 16 CL WALL OOF DECK 1 -0" kI/x12"x10" W/ U I IE3/e" (1/4" FILLET WELD ® ADDITIONAL R 3/e" BENT I�x 8 12 (4) /e 4 x J a AS SHOWN BY ARCH 0 VENEER) EMBED H.A.S HSS3x -RE: PLAN RE: PLAN IE 1/2x12x1-2" W/ (6) 7" %"o X 6" EMBED H.A.S. �? IN 2 ROWS 0 B" GAGE 11/2" ROOF DECK (STANDING SEAM - - - — - - - W.P. 3 0 T.O. . 4., 1"� ROD AND GLEVIS W METAL ROOF ABOVE -RE: ARCH) VARIES T.O.W.L3x2x'/4xO'-6" (LLV) EA, SIDE - a R ROOF RAFTER -RE: PLAN �, I x � 3/,a L3x3x3/16xO'-6" EA SIDE LO Ln W/ (2) 3/4"4x6" H.A.S. a �� TYP -SPACE PLATES 0 48 MAX 1"� ROD AND GLEVIS i (+ONE EA END) R 3/"x8"xl'-0" cn 8„ WT6x8xO'-8" CONG WALL W/ (�2) 3/4"46" H.A.S. 1�/" METAL DECK (STANDING SEAM O RE: PLAN MEAL ROOF ROVE -RE: ARCH) Li HSS 3x3xl/ 4 A 0 ifi 0 TYP 55.23 3 En W rF"' HSS4x ABOVE STAIR CORE WALL G BM @ CORE WALL H PLAN FOR AWNING @ DOOR J CLEVIS @ AWNING rKNN ROOF EDGE @ AWNING [r 5.2 3/4" = 1'-0" 5.2 3/41' = 1'-0" 5.2 3/4" = 1'-0" 5.2 3/411 = 1'-0" 5.2 3/4" = 1,_0" Q 0 (3 J J0 > L3 wJ w 0 - Q 0 En Q u W AWFOR CONSTRUCTION ISSUED FOR; DATE: 25%CD SET 05.06-05 50%CD SET-progress 06-03-05 75%CD SET 06.30-05 90%CD/PERMIT SET 07-22-05 100%CD SET 09-01-05 _ 100%CD&permit set 09-19-05 07 JAI : �ONAL� © COPYRIGHT 2000 MOR7ER ARCHITECTS P.C. PROJECT#: 04110 SHEET TITLE:ROOF FRAMING DETAILS S5m 23 I t i I ISSUE LOG MECHANICAL SHEET INDEX MECHANICAL LEGEND NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. i � I r AFF ABOVE FINISHED FLOOR --MEG.- FLEXIBLE CONNECTOR ~ r r! r ~ AFG ABOVE FINISHED GRADE SAFETY RELIEF VALVE ' ! BFG BELOW FINISHED GRADE AIR VENT # TITLE 8 8 $ $ 8 CFM CUBIC FEET PER MINUTE PRESSURE - TEMP. TAP >K et ee k CLG CEILING CONN CONNECT PRESSURE GAUGE W/ PIG TAIL do COCK �( X COTG CLEAN OUT TO GRADE �----1 THERMOMETER M1.1 MECHANICAL LEGEND, NOTES, SEQUENCE OF CONTROL 1 - DN DOWN T _._.__. _... X:X Y - ® THERMOSTAT --------- ------------ --- - -'--- - X_ X X r (E) EXISTING ® HUMIDISTAT M1.2 MECHANICAL SCHEDULES I � M1.3 MECHANICAL SITE PLAN _ X. X1X�X+. EAT ENTERING AIR TEMPERATURE - _ _. .,... X _ +._„_ ..,�_.__,._ �. EXH EXHAUST I HORIZONTAL CLFANOU7 EWT ENTERING WATER TEMPERATURE VERTICAL CLEANOUT FBO FURNISHED BY OWNER ® FLOOR DRAIN '- M2.0.1 FOUNDATION MECHANICAL PLAN X.,X X /\ X t t LWT LEAVING WATER TEMPERATURE LAT LEAVING AIR TEMPERATURE FLOOR SINK ._.. E M2.0 GARAGE MECHANICAL PLAN NIC NOT IN CONTRACT ROOF DRAIN M2.1 FIRST FLOOR MECHANICAL PLAN- - -- X ' T X _- OBD OPPOSED BLADE VOLUME DAMPER ®F/S FIRE/SMOKE DAMPER ! �.... --- - - X X M2.2 SECOND FLOOR MECHANICAL PLAN X,X'I.x X 1 X X, oSA OUTSIDE AIR ® FIRE DAMPER Lo --- -- --------- --- ---- --..,._._.. TYP. TYPICAL M2.3 THIRD FLOOR MECHANICAL PLAN X X X}X X X ....--.-.-._- -- rQI EXHAUST FAN ON ROOF W/ DUCT THRU ROOF. ! U + UNO UNLESS NOTED OTHERWISE FAQ FIRE ALARM 4L3 O _ _ _ X X - HWS- HEATING WATER SUPPLY C O r Io -M2.4 - FOURTH FLOOR MECHANICAL PLAN �... _ HWR- HEATING WATER RETURN STRAINER w/ BLOW-OFF VALVE Q LL V c _. -CHS- CHILLED WATER SUPPLY M3.1 UNIT MECHANICAL PLANS I - � -CHR- CHILLED WATER RETURN � ' X X X SHOCK ABSORBER _ Q} _...----.-....._ - -CS- CONDENSER SUPPLY M3.2 UNIT MECHANICAL PLANS - - H B W H ' i....._._ ..__. -CR - CONDENSER RETURN HOSE BIBS / WALL HYDRANT 0 0 M3.3 UNIT MECHANICAL PLANS ! ! -SMS- SNOWMEL7 SUPPLY - --- --- - -.....__ - _ x x X x .x.x M3.4 UNIT MECHANICAL PLAN5 --- - --- _ -SMR- SNOWMELT RETURN X .X -RMS- RADIANT MANIFOLD SUPPLY ' FLOW SWITCH v M3 5 UNIT MECHANICAL PLANS -RMR- RADIANT MANIFOLDS RETURN _ X I X, . NATURAL GAS - -...._, - - -- ------" -- - -- DUCT SMOKE DETECTOR M4.1 PIPING DIAGRAMS _ -- GF - GLYCOL PIPE .... X`X'X..X X RS REFRIGERANT SUCTION M4.2 SHEET METAL DIAGRAMS & GAS RISERS X ,X, X-„X,,;X ;X j - RL - REFRIGERANT LIQUID N TEMPERATURE CONTROLLER M4.3 MECHANICAL WASTE & VENT RISERS _ _ - RD - REFRIGERANT DISCHARGE ® ACCESS PANEL ,- .. -- -.._. ._.L. __ - ------_- X 1 X.X - RO -- REVERSE OSMOSIS WATER SUPPLY DUCT DOWN M4.4 MECHANICAL WASTE & VENT RISERS T DOMESTIC COLD WATER ;X ;X M4.5 MECHANICAL DOMESTIC WATER RISERS -_ X rX ! __ ----- DOMESTIC HoT WATER RETURN/EXHAUST DUCT DOWN _ + ---140'- DOMESTIC HOT WATER ( TEMP. SHOWN ) TURNING VANES SHOWN IN 90- ELBOW. r { ----- HOT WATER CIRCULATING M5.1 FIRE PROTECTION SCHEMATIC AND PIPING DIAGRAM ! _ - F - FIRE LINE SBD SW- SOFTENED COLD WATER SINGLE BLADE DAMPER ( S.B.D. ). MOTORIZED ---_ - -- DAMPER, OPPOSED BLADE DAMPER ( O.B.D. ) ,,. �'- PLUMBING VENT PIPE - M6.1 HYDRONIC WATER RISERS ; -w- WASTE PIPE c .-- - - _.. _. - -. X X X X_ - �- r'�' i �---- S- SANITARY SEWER PIPE O M6.2 BOILER PIPING DIAGRAM _X_X,X_X_X X, -, -ST - STORM DRAIN PIPE AIR EXTRACTOR -- --- -- -- -- - ST(OF) -- STORM DRAIN E (BALL. PIPE DUCT SIZES ARE OUTSIDE SHEET METAL SHUT OD VALVE (BALL, GATE, BUTTERFLY) DIMENSIONS. 1ST NO. IS SIZE OF SURFACE GLOBE VALVE SHOWN. 2ND N0. 15 DUCT DEPTH. fl SUPPLY REGISTER Q - FM CHECK VALVE gIZE� r ' BALL VALVE . CFM RETURN AIR OR EXHAUST AIR REGISTER. PLUG OR BALANCING VALVE _.....,__.._,_,....__ SIZE CIRCUIT SETTER VALVE CFM SUPPLY DIFFUSER; ARROWS INDICATE PLUG VALVE IN RISER 51Z� DIRECTION OF THROW. ---� GATE OR GLOBE VALVE IN RISER tSIZ DRAIN VALVE W/ HOSE END DOOR GRILLE ISSUE LOG KEY: Lo In Lo U-) o O TEMPERATURE CONTROL VALVE 8 SECTION THRU SUPPLY AIR DUCT. X ISSUED AS PART OF A SET o o o,\ \ \ \,\ \ -{ PRESSURE REDUCING VALVE SECTION THRU OUTSIDE AIR INTAKE, ul LLJ t2 0 ' NOT PART OF SET W �n ° "� RETURN AIR OR EXHAUST DUCT. ISSUED FOR INFORMATION ONLY ~ \ �j'�\I'\'\' �j� PIPE UNION (A) SECTION CUT LETTER. 0 npq BACKFLOW PREVENTER TYPE AS REQUIRED �y (B) SHEET SHOWN ON. SINGLE LINE DUCT LEGEND :3 SINGLE LINE ! DOUBLE LINE SINGLE LIME DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE GENERAL NOTES . C�� VOLUME - DAMPER 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION 45• JEE (ROUND) 90' TEE (ROUND) 45' RADIUS ELL. CONICAL SPIN 1N DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL). _._._.-.------- ----!.- ---------- ---- ---.._.... - --CONICAL SPIN --- ---- 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SEE DUCT MANUAL VOLUME DAMPER DIMENSIONS. TAKE-OFF RIGID DIAGRAM. 45' TEE (RECTANGULAR) 90• TEE (RECTANGULAR) DUCT DROP SYMBOL X FLEX DUCT 3. SUBCONTRACTORS SHALL BE RESPONSIBLE TO NOTIFY THE PRIME CONTRACTOR OF DISCREPANCIES OR CONFLICTS ON THESE CONSTRUCTION .� D DOCUMENTS FOUND DURING BIDDING AND/OR CONSTRUCTION PRIOR TO REDUCER PERFORMING THE WORK. SUCH DISCREPANCIES SHALL BE RECEIVED EXPEDITIOUSLY AND NOTIFICATION GIVEN TO THE SUBCONTRACTOR EITHER VERBALLY OR IN WRITING AS APPLICABLE TO THE CONDITION. DUCT SPLIT 90' RADIUS ELL. DUCT RISE 90' ELL 4. SUBCONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED BY EITHER RESPECTIVE Q AREA OF THE CONSTRUCTION INDUSTRY. NOTIFYING THE PRIME CONTRACTOR OF VARIATIONS OR CONFLICTS. FIXTURE CONNECTION SCHEDULE LjS. IF NOT SPECIFICALLY DEFINED IN THESE CONSTRUCTION DOCUMENTS, e MATERIALS AND/OR EQUIPMENT SHALL BE IDENTIFIED BY THE FIXTURE HW CW WASTE VENT E SUBCONTRACTOR WITHIN A REASONABLE TIME TO ALLOW SELECTION, WATER CLOSET ( FLUSH TANK } - ]�i" 4" 2" PURCHASE AND DELIVERY SO AS TO PREVENT DELAY ON THE JOB SCHEDULE. 6, VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND LAVATORY 40 UTILITIES, PIPING, AND RACEWAY SYSTEMS PRIOR TO THE TRENCHING. SERVICE SINK _ _ _ 1h" 1�" 3" 2" J KITCHEN SINK W DISPOSER - CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS y�' y�' 2" 1yZ" AND REQUIREMENTS. BATHTUB / SHOWER 'V4" 'Y4" 2" _... .� ��------ 7. OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE CLOTHES WASHER ROUGH-IN liz" hZ" 2" 1'Fi" L3 STRUCTURE, BEAMS, COLUMNS, AND EXISTING EQUIPMENT. DISHWASHER ROUGH IN Yz _ 2 1Ya' 8. PROVIDE 1/4" MESH SCREEN OVER ALL EXHAUST AND INTAKE OPENINGS EXCEPT DRYER EXHAUST. SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. Ld 9. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS D O INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT. RECOMMENDATIONS. 10. ALL FLOOR DRAIN CONNECTED TO THE SEWER SYSTEM SHALL BE w0 � EQUIPPED WITH TRAP PRIMERS. PROVIDE TRAP PRIMERS WITH BACKFLOW PREVENTERS AND CONNECT TO THE NEAREST COLD WATER PIPING ADJACENT TO A FLUSHING FIXTURE, INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11. SEE ARCHITECTURAL REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS FOR ALL CEILING PENETRATIONS AND AIR DEVICE LOCATIONS. i Ln ul i .J i7 ISSUED FOR: DATE: 100%DD APRIL 6,2W5 . 25%CD MAY6,2005 50%CD JUNE 3,2005 75%CD JUNE 30,2005 90%Co JULY22,2005 100%Co SEPT.01,2005 Q 9.1W REV.PER TOV PERMIT COMMENTS Nil --- .:. .r_' PROJECT ALTITUDE '•` `` �'"' MORTERNT21 ,.,,3 r� �����F y r'. MORTER ARCHITECTS P,C, 8, 15Y ABOVE SEA LEVEL via, fo •• • E��`�`\ PROJECT#' 808100 � SHEET TITLE: MECHANICAL COVER SHEET BMUDIN Ld GME Consulting Engineers, Inc. Min I Vol: (1t870) 949-6108 COPYRIGHT 2064 D e ohoc03}230)387334 Protect NCR 668Z•O6 nr■,bece.com FAN COIL SCHEDULE (HYDRONIC) MECHANICAL EQUIPMENT SCHEDULE i FAN COOLING COIL HEATING COIL ELEC I MANUFACTURER & MARK SERVICE TYPE ESP ELEC MANUFACTURER* MARK SERVICE TYPE CAPACITY HP VOLT PH MODEL NUMBER j EAT EAT ' LAT EAT ! T FILTER REMARKS ACCESS. REMARKS LA CFM ® ALT ® S.L. db wb db GPM P.D.(FT) T.MBH'S.MBH;EWT ( F} GPM P.D.(FT) T.MBH EWT( F) WTD( F) & MODEL N0. IN W.C. IN W.C.) HP ;VOLT/PH (•F) ('F} ('F} ('F) ( F) SG-1HSTEAM R - 375 CU. FT. 9KW 208 : 1 MR. STEAM MS-400T ANDUCON7ROLLERI MASTER SHOWERS FC-1 UNITS HORIZONTAL' 600 0.55 O.fi9 1/4 208/1 77.0 59.D 51.5 3.5 8 12.0 - 44.0 68.0 100 1.5 8 21.2 180 - 2 T.A. MAGIC AIRE 24-HBAW-6 _ ...... ---._.... - .. _-.-- L _ __-. -._._. . _ --._._. -- -. - -.. W 24-HH-2 CULLIGAN PVE-60B r WS-1 - 70 US - 120 1 QUASENSOR -� -�- -- ... -. --- -----.. _ -- .... _.--- SOFTENER ' 96 GPM CONTINUOUS DUPLEX - PARALLEL A i FC-2 UNITS HORIZONTAL 700 0.49 _ 1/4 208/1 77.0 : 59.0 51.9 4.8 8 13.8 180 2 T.A. W/ 24-•HH-2 ---- --..... --- --- ... 0.62 � - 44.0 68.0 � 100 i 1.5 8 22,4 �� MAGIC HIRE 24-HBAW--6 ' FC-3 UNITS HORIZONTALI 850 0.43 0.53 1 3 208 1 77.0 59.0 53.6 2.5 T 8 15.6 - 44.0 68.0 100 1,7 8 _ MAGIC AIRS 36-HBAW-6 _ / / 28.0 180 2 T.A. W/ 36-HH-2 ,� MAGIC AIRS 36-BVW U- U, �FC-4 UNITS VERTICAL 600 0.47 0.59 1/3 208/1 77.D 59.0 51.5 5.fl 8 12.0 - 44.0 68.0 300 1.5 8 26.3 180 - 2 T.A. W/ 36_VH_2 PLUMBING FIXTURE SCHEDULE ' o T FC-5 UNITS 1 VERTICAL 700 0.44 0.55 1 1/3 208/1 i 77.0 59.0 51.8 7.5 8 13.8 - 44.0 68.0 100 ', 1.5 8 27.9 180 - „ MAGIC AIRE 36-BVW j _ 2 T.A. Z t3 r• � - - MANUFACTURER & FAUCET TRIM c - - --T w/ 36-vH-2 T- - SYM. TYPE A.D.A. ACCESSORIES FINISH MODEL NUMBER MFG. & MODEL # REMARKS >_ --- r - � N > rn � E FC-6 UNITS HORIZONTAL 1350 0.50 0.62 1/2 208/1 78.3 59.0 52.5 6.2 8 27.2 44.0 10.0 85.4 6.5 8 92.9 180 - 2"T.A. MAGIC AIRE 6Q-HBAW-6 MAKE UP AIR WADE - H- O GARAGE DRAIN - - CAST IRON _ 3" U.N.O. 121 W/ 60-H 2 P1 A : MAGIC AIRE 36-HBAW-6 O ROOM RAIN 131ADE FC-7 UNITS HORIZONTAL; 850 -- 0.41 0.52 1/3 20$/1 79.0 59.0 : 54.1 2.5 8 16-5 44.0 --19.0 99.0 3.5--! 8 - - 94.7 -180 - - 2"T.A. / MAKE UP AIR EQUIPMENT TRAP PRIME CAST IRON WADE _ W 36 HBAW 4 P2 R 3 U N 0 __............ FC-8 UNITS VERTICAL 850 0.48 0.60 1/3 208/1 79.0 : 59.0 54.9 5.2 8 16.0 I' - 44.0 -19.01 78.8 17.0 8 78.0 180 - 2"T.A. MAGIC AIRE 36-BVW MAKE UP AIR - - W/ 48-VH-2 P3 HOSE BIBB - - BRASS WOODFORD 24 - " - _.__..... . c / _ MAGIC AIRE 60 BVW - - - W FC-9 UNITS �IERTICAL 1200 0.33 0.42 1/2 208/1 78.5 59.0 55.0 4.7 8 22.1 44.0 2.$ 77.2 20.0 8 102.5 180 2 T.A. W/ 6D-VH-2 MAKE UP AIR P4 WALL HYDRANT - BRASS WOODFORD B65 _ FREEZELESS, WITH VACUUM BREAKER MAGIC AIRE 60 BVW FC-10 UNITS VERTICAL 1350 D.43 0.54 1/2 208/1 78.3 59.0 54.6 7.0 8 25.0 44.0 10 94.4 20.0 8 103.9 180 2 T.A. MAKE UP AIR O WADE - - W/ 60-VH-2 P5 ROOF DRAIN - - CAST IRON 3003 c -- '- MAGIC AIRE 24-HBAW-4 T FC-11 CORRIDOR VENTILATION HORIZONTAL' 600 0.55 0.69 1/4 208/1 79.0 59.0 54.8 6.5 8 11.3 - 44.0 -19.0 103.4 3.0 8 , 68.2 180 - 2 T.A. MAKE UP AIR _ _ W/ 24-HBAW-4 P6 HOSE BIBB BRASS WOODFORD 25 - ! FREEZELESS a * TRANE, CARRIER, MCQUAY EQUIVALENT " EQUIVALENTS: JOSAM, SMITH, ZURN a AIR COOLED CHILLER SCHEDULE NOMINAL DUTY O.A.T. ELEC CONDENSER FAN GRILLE REGISTER DIFFUSER & LOUVER SCHEDULE MARK TYPE CAPACITY: CAPACITY (COND) L.W.T. E W.T.! MANUFACTURER & MODEL NO. ACCESSORIES REMARKS ' ° ' TONS TONS 'F ( F) ( F) 'MCA VOLT PH 'QUANTITY; CFM RPM - _ MANUFACTURER &* En HYDRONIC PUMP PACKAGE PROVIDE MINIMUM (4) SYMBOL USE PATTERN ACCESSORIES FINISH REMARKS - FREEZE PROTECTION - COOLER HEATERS CONTROL POINTS MODEL N0. - MOTORMASTER HEAD PRESSURE CONTROL ; (2-ANALOG, 2-DIG_}. FOR j - UNIT-MOUNTED MAIN DISCONNECT, NON-FUSED FFUTURE DDC MONITORING. CEILING PAINTABLE - CONDENSER COIL HAIL GUARD O DIFFUSER ' LINEAR BAR O.B.D. MILL FINISH TITUS CT-580 - - COMPRESSOR SOUND REDUCTION ENCLOSURES -CHARGE SYSTEM - CONVENIENCE OUTLET W/50% GLYCOL .-_._. --- - GAUGES WALL PAINTABLE _ -- HOT GAS BY PASS B UNEAR BAR O.B.D. TITUS CT-581 AIR-COOLED, 'i O DIFFUSER MILL FINISH CH-1 80 64.2 95 44 54 384.21 208 3 4 49600 - CARRIER 3ORS080 - CONTROL CIRCUIT TRANSFORMER SCROLL - ALARM CIRCUIT W/ HORN -I - ._ _..--.. - OFF TIMER - INDICATING LIGHTS O CEILING LINEAR BAR - PAINTABLE TITUS 23R - r, - PHASE FAILURE PROTECTION RETURN MILL FINISH - PRESSURE RELIEF j - 3 VALVE BY-PASS _.._.. --- -- i 1 - REFRIGERANT SPECIALTIES p NOT USED LOAD LIMITING PRESSURE STAT O - ELAPSED TIME METER OOUTSIDE AIR FIXED BLADE - - LOUVERS AND DAMPERS EL-48 - AND EXHAUST HEAT EXCHANGER SCHEDULE O LOUVERS AND DAMPERS - - F OUTSIDE AIR FIXED BLADE MOTORIZED DAMPER LOUVERS AND DAMPERS EL-48 FLOW RATE ENTERING LEAVING MAX. PRESSURE FOULING HEAT MANUFACTURER &* _ _ o MARK SERVICE TYPE SIDE (GPM) FLUID TEMP. ('F) TEMP. (°F)!, DROP (FT) FACTOR TRANSFER (BTUH) MODEL N0. REMARKS O EXH/INTAKE - 1TTUS 23RL EQUIPMENT ROOM VENTILATION DOMESTIC HOT 10.0 : 30% GLYCOL 180 - 5.0 Lq WH-1 NOT WATER INDIRECT-• _- - - 115,000 TRIANGLE TUBE TR-120 160 GPH RECOVERY PER WATER HEATER COLD - POTABLE 40 120 5.0 PLATE HOT 34.6 309 GLYCOL ' 180 150 8.3 D EQUIVALENT: TITUS, KRUEGER, METALLAIRE, HART & COOLEY, ANEMOSTAT HX-1 SNOWMELT AND 0.0001 492,500 TACO TFP5X12L-30(1-Y4"TMPT) - LOUVER EQUIVALENT: PENN, DOWCO, LOUVERS & DAMPERS, RUSKIN FRAME COLD 37.0 50% GLYCOL 70 100 10.1 HOT BOILER SCHEDULE COLD D HOT HEATING CAPACITY MANUFACTURER REMARKS COLD I T SLP MBH� 'AOLT.P MBH� J - T--- _.. . ---. -.._.. . _ -- --- - MA MODEL NUMBER 0 HOT B-1 SPACE HEATING, GAS--FIRED 2,000 1,380 PATTERSON-KELLEY THERMIFIC N-2000-2 - COLD' DHW, SNOWMELT FORCED DRAFT a. ..... * B & G, PATERSON-KELLY, OR ACE BUEHLER EQUIVALENT SPACE HEATING, GAS-FIRED B""2 DHW, SNOWMELT FORCED DRAFT 2,000 1,380 PATTER50N-KELLEY TI IERMEFIC N-2000-2 - PUMP SCHEDULE MARK; SERVICE TYPE GPM TDH FLUID MOTOR MANUFACTURER * REMARKS * BURNNAM, WEIL MCLAIN EQUIVALENT ui MODEL NUMBER (FT) HP RPM VOLT/PH P-1 HEATING INLINE 96 40 30% 1-1/2 1'750 208/3 BELL & GOSSETT _ UH-2 HYDRONIC 280 1/25UNIT, OABlf�ET H�ATE1� SCHE 'LE INTEGRAL T'STAT, MOUNT WITH VIBRATION O � WATER GLYCOL SERIES 60 2x2x7 ISOLATORS SNOWMELT 50% 1- BELL & GOSSETT _ HEATING COIL MANUFACTURER * Q P-2 CIRC INLINE 37 51 GLYCOL 1/2 17so zD8/3 SERIES 80 1.5x1.5x7B MARK TYPE CFM HP REMARKS DOMESTIC n 7 � -•r= E�1�,r; ` ..� � I P-3 HOT WATER INLINE 15 15 WATER 116 3300 120/1 BELL & GOSSETT BRONZE CONSTRUCTION UH-1 HYDRONIC 1100 1/8 1,6 3 23.0 180 TRANE INTEGRAL T'STAT, MOUNT WITH VIBRATION RECIRC PL-35 705 ISOLATORS ELEVATOR GROUND P-4 SUMP SUBMERSIBLE 30 6 WATER 1/3 1750 120/1 WEIL - UH-2 HYDRONIC 280 1/25 0.6 3 4.2 1$0 TRANE INTEGRAL T'STAT, MOUNT WITH VIBRATION PUMP (STORM) 1408 18S ISOLATORS P-5 BOILER INJ. INLINE 140 20 30% 1-1/2 1750 208/3 BELL & GOSSETT _ CUH-1 HYDRONIC 388 1/10 1.7 3 25.6 180 TRANE FLOOR MOUNTED WITH INTEGRAL T'STAT GLYCOL SERIES 60 2x2x7 / FFBB04 * TRANE, MCQUAY, MODINE EQUIVALENT * TACO OR AURORA EQUIVALENT EXHAUST FAN SCHEDULE FINNED TUBE SCHEDULE FAN MOTOR MANUFACTURER & MARK TYPE CFM S.P.® SL S.P.0 ALT. 'HP WATT VOLTAGE MODEL NO. ACCESSORIES REMARKS BTUH AVERAGE ENTERING TUBE FIN ENCLOSURE . MANUFACTURER & IN W.C. IN W.C.) PHASE - MARK PER L.F. WATER AIR TEMP. SIZE SIZE SIZE MODEL NO. * REMARKS 0 ALT. TEMP. ('F) 'F INCHES , INCHES INCHES EF-1 INLINE 50 0.36 0.29 19W 120/1 FANTECH BACKDRAFT DAMPER & CONDO BATHS FR100 INTEGRAL DISCONNECT BB-1 568 180 65 3/4 2-3/4 _ STERLING PROVIDE END CAPS AND OTHER FANTECH BACKDRAFT DAMPER & X 2-1/2 SENIOR FITTINGS AS REQUIRED * VULCAN EQUIVALENT FR110 INTEGRAL DISCONNECT EF-2 INLINE 100 0.47 0.38 8OW 120/1 CONDO BATHS EF-3 GARAGE 21 900 0,30 0.24 3 HP 208/3 COOK 48XMWH WALL SHUTTER GARAGE VENTILATION - CO ACTIVATED VENTILATION WIRE GAURD, DISCONNECT GARAGE WALL SHUTTER EF-4 VENTILATION 730 0.30 0.24 1/6 HP 120/1 COOK 12A17D !WIRE GAURD, DISCONNECT GARAGE VENTILATION - CONTINUOUS ISSUED FOR DATE. (0096 DD APRIL F,2005 COOK _... .----.. _ ..... . .. ._ EF-5 CEILING 800 0.20 0.16 1/3 HP 120/1 GC-822 INTEGRAL DISCONNECT ELEVATOR EQUIPMENT ROOM 25%CD MAYB,2005 50%CD JUNE 3,2005 EF-6 INLINE 225 0.20 0.16 1/6 HP 120/1 COOK BACKDRAFT DAMPER & GARAGE TRASH / / GC-180 INTEGRAL DISCONNECT 75%CD JUNE30,2005 90%CD JUL Y EF-7 CEIING 350 0.20 0.16 108W 120/1 COOK -- ----. . _.. / GC-520 INTEGRAL DISCONNECT ELECTRICAL ROOM VENTILATION 100%CD SEPT.01,2005 Q 8 9.05 REV/PER V PERMIT CQ NTS EF-8 INLINE 200 0.4D 0.32 75W 120/1 FANTECH BACKDRAFT DAMPER & DRYER BOOSTER FANS - - DBF 110 INTEGRAL DISCONNECT SUPPORT FROM VIBRATION ISOLATORS FANTECH BACKDRAFT DAMPER & EF-9 INLINE 150 0.40 0.32 90W 120/1 FR140 INTEGRAL DISCONNECT CONDO BATHS - - -- - PANASONIC BACKDRAFT DAMPER & UNIT 8302 BATHS EF-10 CEILING 50 0.38 0.30 15W 120/1 FV-05VQ2 INTEGRAL DISCONNECT 0.5 SONES ' PANASONIC BACKDRAFT DAMPER & UNIT 8302 BATHS - EF-11 C0UNG 100 0.57 0.46 40W 120/1 FV-11 VQ2 INTEGRAL DISCONNECT 1.5 SONES COPYRIGHT 2000 Ci. MORTER ARCHITECTS P.C. * PENN, ILG, GREENHECK, COOK, ACME EQUIVALENT PROJECTA 8082.00 SHEET 77TLE' MECHANICAL SCHEDULES ° BUMIN Ln U• GANZE 1•0 v 52 f .•'c�v� Consulting Nineers, Inc. I 2 ��.�'�•.• L�: \' ��` Vd. {970)349--6108 COPYRMT 2064 ' �'�+ •• •'�� ��`� Lake ,hoe: (530) 550`7334 Project Na 808200 N1tA11`�11��``\,,` Denver. (303)278-3829 www.bgmcom -._.._ . -. _. --. I 1 I I ....... :. ., ,c. -'r " : "., I ... ). ; \.J,, \ ...",;/'F'.1 / , i 7 \ I /... ,...,._; _ ----.._. `' - -�... �...... --'- / J .........--. `� ,`...,.. ................ ..•....� .- . . ...._ i : ' 'I ` P P E L E °° LL � .. _............ ROX STIMATED # OOP PRESSOR ZONE DESCRIPTION AI A_. GPM I OF LOOPS ! LOSS PSI REMARKS W c o _ SQ. FT. -- zv _. : : F 1 WEST ZONE ! 1 aa6 I; 8.3 ! `� 6 6.8 1 �� = a a .� I ! ... i =--'-----..._ E .,..; U r....„ 2 MID ZONE 1186 : 9.8 7 7,0 1 , , ......._... 3 EAST ZONE 1179 1 9.7 7 6.9 1 ... y ------ ._-. OMIT....SNOWM. 4 CHILLER PAD 349 2.9 2 7.6 UNDER GENERATOR. 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