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HomeMy WebLinkAboutB18-0225_approved plans_1531167099.pdf AO OF ge, NAIL SIZES: clr4.1W,15 STRUCTURAL GENERAL NOTES SHOP DRAWINGS: ABBREVIATIONS KEY r PENNYWEIGHT TYPE DIAMETER LENGTH v..,The structural drawings are copyrighted and shall not be copied for use as erection plans or shop details.Use of Anthem's electronicfiles as + r. GOVERNING CODE:2015 INTERNATIONAL RESIDENTIAL CODE(IRC)AND ALL LOCAL AMENDMENTS,EXCEPTAS NOTED;ANY the basis fordrawings requires riora approval byAnthem,a signed release of liabilitybythegeneral contractorand/or his AB Anchor Rod(Bolt) EF Each Face LVL Laminated Veneer Lumber(generic) RO Rough Opening shop 9 q p pp 9 6d COOLER 0.092 1-7/8 STRUCTURAL ELEMENTS(IF ANY)NOT DESIGNED IN CONFORMANCE WITH THE IRC HAVE BEEN DESIGNED PER THE 2015 IBC subcontractors,and deletion of Anthem's name and logo from all sheets so used. ADDL Additional EJ Expansion Joint LW Light Weight SC Slip Critical PER IRC R301.1.3 The general contractor shall submit in writing any requests to modify the structural drawings or project specifications. AFF Above Finished Floor EL Elevation MASY Masonry SCH Schedule COMMON 0.131" 2-1/2" All shop and erection drawings shall be checked and stamped(after having been checked)by the general contractor priorto submission for ALT Alternative EN Edge NailingMATL Material SDST Self DrillingSelf Tapping „ 07/09/18 DESIGN LOADS: structural engineer's review;shop drawing submittals not checked by the general contractor priorto submission to the structural engineer pp g BOX 0.113 2-1/2" AMT Amount ENGR Engineer MAX Maximum SECT Section 8d RISK CATEGORY: II, Standard will be returned without review. SINKER 0.113" 2-3/8" SNOW LOADS: Furnish two(2)prints of shop and erection drawings to the structural engineer for review priorto fabrication for: APPROX Approximate EQ Equal MECH Mechanical SF Square Feet Roof Snow: 100 psf structural steel, ARCH Architect,Architectural EQUIP Equipment MEZZ Mezzanine SHT Sheet GUN 0.113" 2-3/8" FLOOR LIVE LOADS: Submit in a timely manner to permit 10 working days for review by the structural engineer. ASD Allowable Stress Design EQUIV Equivalent MFR Manufacture,-er,-rd SHTG Sheathing COMMON 0.148" 3" Occupancy or Use: Shop drawings submitted for review do not constitute"request for change in writing"unless specific suggested changes are clearly marked. in AVG Average ES Each Side MIN Minimum SIM Similar Residential: 40 psf any event,changes made by means of the shop drawing submittal process become the responsibility of the one initiating the change. BC Bottom of Concrete EST Estimate MTL Metal SL Sloped BOX 0.128" 3" ROOF AND FLOOR DEAD LOADS: p 10d Floor-Carpet or Hardwood: 15 psf FIELD VERIFICATION OF EXISTING CONDITIONS: BL Brick Ledge E-W East to West NIC Not In Contact SOG Slab On Grade SINKER 0.120" 2-7/8" WIND LOADS(ASCE 7 per IRC R301.2.1.1): The general contractor shall thoroughly inspect and survey the existing structure to verify conditions that affect the work shown on the BLK Block EX C Excavate N-S North to South SP Spacers GUN 0.131" 3" Ultimate Wind Speed: 115 mph drawings. BLKG Blocking EXP Expansion NTS Not to Scale SPEC Specifications Wind Exposure: B The general contractor shall reportany variations or discrepancies to the architectand structural engineer before proceeding. COMMON 0.148" 3-1/4" SEISMIC LOADS: BM Beam EXT Exterior OD Outside Diameter SQ Square Seismic Design Category: B-Design not required per IRC R301.2.2 exception and IBC 1613.1 exception 1 STRUCTURAL ERECTION AND BRACING REQUIREMENTS: BOT Bottom FDN Foundation OF Outside Face STD Standard BOX 0.128" 3-1/4" The structural drawings illustrate and describe the completed structure with elements in their finalpositions,properly supported,connected, BRG BearingFF Finished Floor OH Opposite Hand STL Steel 12d 9 p p p Y pp pp SINKER 0.135" 3-1/8" FOUNDATION DESIGN: and/or braced. CANT Cantilever FIG Figure OPNG Opening STIFF Stiffener Foundations are designed without a soils engineer's soil investigation. The foundation design criteria was assumed for purposes of foundation The structural drawings illustrate typical and representative details to assist the general contractor. Details shown apply at all similar CF Cubic Foot FL Flush OPP Opposite STRUCT Structure(Structural) GUN 0.131" 3-1/4" design and should be confirmed by a soils engineer,at owner's expense,priorto construction(this procedure may require revisions to conditions unless otherwise indicated. Although due diligence has been applied to make the drawings as complete as possible,not every SY Square Yard COMMON 0.162" 3-1/2" foundation design,at additional expense to the owner,if soils engineer determines that such design criteria are inappropriate for this building detail is illustrated and not every exceptional condition is addressed. CIP Cast In Place FLR Floor OSB Oriented Strand Board q site.) All proprietary connections and elements shall be installed in accordance with the manufacturers'recommendations. CJ Construction Joint(Control Joint) FP Full Penetration PAF Powder Actuated Fastener SYM Symmetrical 16d BOX 0.135" 3-1/2" Slope final grades down and away from foundation walls a minimum of 12 inches in first 10 feet. All work shall be accomplished in a workmanlike manner and in accordance with the applicable codes and local ordinances. CLG Ceiling FTG Footing PC Precast T&B Top and Bottom The general contractor is responsible for coordination of all work,including layout and dimension verification,materials coordination,shop CLR Clear GA Gage(Gauge) PE Pre-engineered(trusses) T&G Tongue and Groove SINKER 0.148" 3-1/4" FOOTINGS: drawing review,and the work of subcontractors. Any discrepancies or omissions discovered in the course of the work shall be immediately CMU Concrete Masonry Unit GALV Galvanized PEN Penetration TB Top of Beam Footings shall bear on the natural undisturbed soils or approved compacted structural fill. reported to the architectand structural engineer for resolution.Continuation of work without notification of discrepancies relieves the Design of footings is based on: architect and structural engineer from all consequences. COL Column GC General Contractor PERP Perpendicular TC Top of Concrete Maximum allowable bearing pressure: 1500 psf(Assumed) Unless otherwise specifically indicated,the structural drawings do not describe methods of construction. COM Common GEN General PKT Pocket TJ Top of Joist SHEET LIST The general contractor,in the propersequence,shall perform or supervise all work necessaryto achieve the final completed structure,and to CONC Concrete GL Glue Laminated(Glu-lam) PL Property Line TL Total Load,Top of Ledge REINFORCED CONCRETE: protectthe structure,workmen,and others during construction. Such work shall include,but not be limited to temporary bracing,shoring CONN Connection GR Grade PLF Pounds per Linear Foot TM Top of Masonry - SHEET NUMBER SHEET NAME Concrete design is based on the American Concrete Institute"Building Code Requirements for Reinforced Concrete"(ACI 318)and shall be for construction equipment,shoring for excavation,formwork,scaffolding,safety devices and programs of all kinds,support and bracing for T.0 To of S0.1 STRUCTURAL GENERAL NOTES,ABBREVIATIONS,&LEGEND constructed in accordance with the"Standard Specifications for Structural Concrete"(ACI 301). cranes and other erection equipment. CONT Continue(Continuous) GT Girder Truss PSF Pounds per Square Foot p p S1.1 FIRST FLOOR FRAMING&FOUNDATION PLANS STRUCTURALCONCRETE SHALL HAVE THE FOLLOWING PROPERTIES(normal weight concrete unless noted otherwise): Do not backfill against basement or retaining walls until supporting slabs and floorframing are in place and securely anchored,unless CONSTR Construction GYP BD Gypsum Board PSI Pounds per Square Inch TRANS Transverse S1.2 SECOND FLOOR&ROOF FRAMING PLAN Minimum 28 day compressive strength(f'c)as follows: adequate temporary bracing is installed. COORD Coordinate,Coordination HAS Headed Anchor Stud PSL Parallel Strand Lumber(generic) TYP Typical Cement Type: I/II Temporarybracing shall remain in place until all floors,walls,roofs and any other supporting elements are in place. CS Countersink HNGR Hanger PT Pressure Treated ULT Ultimate Maximum Aggregate Size: 3/4" The architectand structural engineer bear no responsibility forthe above items,and observation visits to the site do not in any way include CTR Center HORIZ Horizontal P.T Post Tensioned UNO Unless Noted Otherwise Footings: 3,000 psi(Max W/C Ratio 0.52);Entrained Air 1.5% (±1.5%); Slump 5 inches(±1") inspections of these items. Reinforcing steel shall be fabricated and placed in accordance with ACI 315"Details and Detailing of Concrete Reinforcement." These plans have been engineered for construction at one specific building site.Builder assumes ALL responsibility for use of these plans at CY Cubic Yard HT Height or Heavy Timber PV Photovoltaic VERT Vertical When cold weather conditions exist,place and cure concrete in accordance with ACI 306. ANY OTHER building site.Plans shall not be used for construction at any other building site without specific review by the engineer. DAB Deformed Anchor Bar ID Inside Diameter QTY Quantity VIF Verify In Field Deformed reinforcement shall be domestic new billet steel conforming to ASTM A615,Grade 60 including stirrups and ties,except that DIAG Diagonal INT Interior R Radius WA Wedge Anchor reinforcing which is required to be welded shall conform to ASTM A706. PRECAUTIONARY NOTES ON STRUCTURAL BEHAVIOR: DIM Dimension K Kip(1,000 lbs) RE Reference(referto) WF Wide Flange Unless otherwise noted on the drawings,minimum concrete cover over reinforcing shall be as follows: Interior architectural finish detailing must accommodate the relative differential movements of supporting structural elements. DL Dead Load LGS Light Gage Stud RECT Rectangle WP Work Point Unformed surface cast against and permanently exposed to earth: 3" Where the roof framing element spans are long,applied loading will naturally cause substantial deflection. Interiorelements hung from the roof - Formed surface exposed to earth or weather: 1-1/2" structure will deflect with the roof. DN Down LL Live Load REINF Reinforcement WT Weight Formed surface not exposed to weather or in contact with ground: 3/4" The floor is a floating concrete slab-on-grade and may experience movements independent of the structural foundations.Interiorelements DP Drilled Pier LLH Long Leg Horizontal REQ Required WWF Welded Wire Fabric Install chairs,bolsters,additional reinforcement,and accessories necessaryto support reinforcement at position shown on drawings. Support supported on the slab-on-grade floor will move with the floor.Interiorelements supported on foundations and columns will not experience DWG Drawing LLV Long Leg Vertical REQMT Requirement X S Extra Strong of reinforcement on wood,brick,or other unacceptable materials shall not be permitted. similar or measurable movements. EA Each LSH Long Side Horizontal RET Retaining Wall X SECT Cross Section Keep reinforcement clean and free of dirt and oil. Oil forms prior to placing reinforcement. Exterior/perimeter wall assemblies hung from the edge of the building structure will be directly affected(to some degree)by changes in Properly place,accurately position and maintain securely in place all embedded items priorto and during concrete placement. external temperature and floor deflection. ECC Eccentric LSV Long Side Vertical RM Room XXS Double Extra Strong Anchor bolts and rods for beam and column-bearing plates shall be placed with setting templates. Exterior/perimeter and interior architectural finish details should allow for relative movements between elements with differentsupport E-E End to End LT Light RMO Rough Masonry Opening conditions. STRUCTURAL STEEL: Structural steel shall be detailed,fabricated and erected in accordance with the"Specification for Structural Steel Buildings"(AISC 360)and LETTERS OF CONSTRUCTION COMPLIANCE: LEGEND the"Code of Standard Practice for Steel Buildings and Bridges"(AISC303)by the American Institute of Steel Construction(AISC). The general contractor shall determine from the local building authority,at the time the building permit is obtained,whether any letters of All structural steel shall conform to the ASTM Standards and grades indicated below,unless noted otherwise on the drawings or details. construction compliance will be requested from the structural engineer. X K,YT "X"King studs,"Y"Trimmer studs,studs to match -•�♦�•� Structural steel wide flange beams and WTs: ASTM A992,50 ksi yield The contractorshall notify the structural engineer of all such requirements in writing priorto the start of construction. �� -♦♦♦_ CMU wall thickness Other rolled shapes,including plates,channels,and angles: ASTM A36,36 ksi yield. Two day advance notice shall be given when requesting site visits necessary as the basis for the compliance letter. Hollow structural section(HSS)rectangularshapes: ASTM A500,Grade B,46 ksi yield The general contractor shall provide copies of all third-partytesting and inspection reports to the architectand structural engineer a minimum C Indicates column continuous through level shown Unless otherwise noted,framed beam connections shall be bearing-type with 3/4"diameter,snug tight,ASTM A325 bolts,detailed in of one week priorto the date that the compliance letter is needed. � - 11111 Concrete conformance with the structural drawings and the"Steel Construction Manual"by the AISC.Install bolts in accordance with AISC's "Specification for Structural Joints Using ASTM A325 or A490 bolts." INSPECTIONS: Indicates column above level shown,see next All beams shall have full depth web stiffeners each side of webs above and below columns(1/4"plate or as noted). Inspections and Testing shall be performed by a qualified Inspectorin accordance with IRC section R109. 07-A level framing plansquashblocking Earth fill for size;install - Anchor rods shall conformto ASTM F1554,Grade(36,55,and/or 105)as noted on the structural drawings with weldability supplement S1. The Inspectorshall be a qualified person who shall demonstrate competence,to the satisfaction of the building official,for inspection of the - in floor cavity of equal size and equal column size III- Headed anchor studs(HAS)shall conform to ASTM A108 and shall be connected to structural steel with equipment approved by the stud particulartype of construction or operation requiring inspection. below to foundation-unless noted otherwise manufactureraccording to the stud manufacturer's recommendations. Except as noted,the inspections outlined in the IRC are in addition to,and beyond the scope of,periodic Structural Observations. Structural Weldingshall be done bya certified welder in accordance with the AISC documents listed above,the American WeldingSociety AWS D1.1: Observations are included in the structural engineering design and construction administration services provided bythe structural engineer. �VU Y( ) 9 9 9 p 9 XXXX Indicates column type below level shown ,2 -1 Porous fill(i.e.gravel) 2006 Structural Welding Code,and the recommendations for use of E70XXelectrodes. Where not specifically noted,minimum weld shall AnaU be 3/16"fillet by length of contact edge. All post-installed anchors shall have current International Code Council Evaluation Service(ICC-ES)reports and shall be installed in - - - - Indicates dropped header or beam �/� I Interiorwood bearing wall accordance with the manufacturer's requirements. Expansion anchors shall be approved"wedge"type unless specifically noted to be"sleeve"type as noted on the structural drawings. Chemical anchors shall be approved epoxy or similar adhesive type as appropriate for installation in solid and non-solid base materials. Beam,Joist,or Truss bears on wall or beam below V / / / I Wood shear wall Grout beneath column base and beam bearing plates shall have a minimum 28-day,compressive strength of 5,000 psi and shall be non- shrink,non-metallic,and tested in accordance with ASTM C1107. L Beam,Joist,or Truss connected to supportwith metal <E> Indicates'existing' I- hanger STRUCTURAL WOOD&TIMBER: Beam,Joist,or Truss connected to support with Design is based on ANSI/AF&PA NDS"National Design Specification for Wood Construction with Supplement:Design Values for Wood concealed hanger <N> Indicates'new' Construction"and ANSI/AF&PA SDPWS"Special Design Provisionsfor Wind and Seismic." a n t h e m 2x framing lumber shall be S4S Hem-Fir No.2 and better unless noted otherwise. Indicates span direction <R> Indicates'to be removed' All lumber shall be 19% or less maximum moisture content,unless noted otherwise. structural engineers Solid timber beams and posts shall be Kiln Dried Douglas Fir-Larch No. 1. 2x stud bearing walls shall be 2x6 @ 16" (UNO)Hem Fir Stud Grade or better. %/i Indicates stepin floorelevation 303.848.8497 anthemstructural.com // Indicates location of bend in bent beam Boulder,CO Anthem Job#17-176 2x top and bottom plates shall be Hem-Fir No.2 or better. Use of wood bearing walls shown on drawings with laterally unsupported heights in excess of that shown in IBC Table 2308.9.1 have been XX XX Indicates top of concrete slab SWX Indicates shear wall.See schedule for sheathing justified by Anthem's analysis. 00 LIMITATION OF WARRANTY OF ARCHITECT'S WORK PRODUCT Fasteners for use with treated wood shall comply with 2012 IRC. or wood subfloorelevation �� type and nailing p Y The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond Wood in contact with concrete shall be pressure-treated Douglas Fir-Larch or Southern Yellow Pine. ")XX-XXIndicates topoforpierelevation a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect ( footing H DX shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any Preservative treated wood shall be treated in accordance with AWPA UI and AWPA M4. Indicates holdown.See schedule for description {XX-XX") Indicates minimum pier penetration into bedrock g' responsibility forthe consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in Conventional light framing shall comply with IRC Sections R502,R602,and R802. contradiction to the Architect's work product or recommendations shall become the responsibility not of the Architect,but of the Minimum nailing shall be provided as specified in IRC Table R602.3(1)"Fastener Schedule for Structural Members." parties taking said action. Metal framing anchors shown or required,shall be Simpson Strong-Tie or equal code approved connectors and installed with the number and FXX Continuous spread footing.See schedule for size MFX Indicates rigid frame COPYRIGHT©2017 RUGGLES MABE STUDIO,PC. type of nails recommended by the manufacturerto develop the maximum rated capacity. Note that heavy-duty hangers and skewed and reinforcing The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said hangers may not be stocked locally and require special order from the factory. information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any Glue wood nailerplates to steel beams and attach with either 1/2"QJ bolts @ 32"o.c.,staggered or 0.145"QJpowderactuated drivepins 16" Isolated pad footing.See schedule for size and method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with gg @ FX.X ��•- Moment connection Ruggles Mabe Studio,PC without prejudice.Visual contact with these plans shall constitute prima facie evidence of the o.c.staggered. Width of nailer plate shall match beam width+1/8"min(1/4"max)overhang each side. reinforcing acceptance of said restrictions as they apply to the entirety of the information contained herein. Lead holes for lag screws shall be 40%-70%of the shank diameter at the threaded section and equal to the shank diameter at the unthreaded section per NDS Section 11.1.3. TC=XX-X X" Indicates top of concrete elevation Connector bolts and Lag screws shall conform to ANSI/ASME B18.2.1 and ASTM SAE J429 Grade 1. 1 BC=XX-XX" Indicates bottom of concrete elevation (BX) Indicates braced frame Nails and Spikes shall conform to ASTM F1667. Wood Screws shall conformto ANSI/ASME 818.6.1. STEP TC Indicates step in top of concrete elevation [XX-XX"] Indicates top of steel beam elevation / / ' / ' ' STEP BC Indicates step in bottom of concrete elevation WOOD FRAMING NOTES: S T U D I 0 Install solid blocking between joists under jamb studs of openings. Columns must have a continuous load path to foundation. /-TL=XX-XX" Indicates top of concrete ledge elevation 0 FD Indicates floor drain ARCHITECTURE & INTERIOR DESIGN Unless noted otherwise,install two lengths of solid blocking x joist depth x 12 inches long in floorframing under column loads. Built-up stud columns shall consist of 2x4,2x6,or 2x8 studs with number of laminations noted on plan and each lamination shall be nailed 4 5 0 EAST 17 T H AVE , PH 2 together with(2)rows of 12d gun nails(0.131"0 x 3 1/4")@ 6"full height of column.Do not splice laminations. -PKT X xYxZ Indicates beam pocket in concrete wall(X=width,Y=height, Indicates shoring DENVER , CO s 0 2 0 3 - 1 2 5 4 All beams and trusses shall be braced against rotation at points of bearing. • X X-X X" Z=depth in inches)with bottom of pocket elevation TEL : 3 0 3 - 3 5 5 - 2 4 6 0 Unless noted otherwise,lower chord of gable end trusses shall be anchored to wall plate with framing anchors at 4'-0"spacing and laterally - F A X : 3 0 3 - 3 5 5 - 2 5 4 6 braced to roof framing at 8'-0"spacing. c, ,,,,n www . r u g g 1 e s m a b e . c o m STEP TL Indicates step in top of concrete ledc I Provide continuous wall studs each side of openings equal to one-half or greaterthe number of studs interrupted by opening unless noted - , . otherwise. PROJECT All wall studs shall be continuous from floor to floor or from floorto roof. INFORMATION: \q /� Provide solid blocking or rim joists at all joist supports and joist ends. I V I I L I A S CC)N D O Sole plate at all perimeterwalls and at designated shear walls shall be nailed with(4)0.131"0x3"nails at 16" minimum. All roof rafters,joists,trusses,beams shall be anchored to supports with metal framing anchors. 413 GORE CREEK DRIVE WOOD SHEATHING: UNIT #15 Plywood and Oriented Strand Board(OSB)floor,roof,and wall sheathing shall be APA rated with stamp including APA trademark and panel VA I L, COLORADO 81657 span rating. Minimum Floor Sheathing:23/32"APA Sturd-1-Floor rated 24 inch o.c.tongue&groove,glued and nailed. Minimum Roof Sheathing: 15/32"OSB or CDX plywood,APA 32/16,nailed. TITLE INc Minimum Wall Sheathing:7/16"OSB or CDX plywood,APA 24/16,blocked and nailed. Nail wall sheathing with minimum 8d gun or sinker nail @ 4"at panel edges,and @ 8"at intermediate framing except as noted.Block and nail STRUCTURAL GENERAL NOTES, ABBREVIATIONS, & LEGEND ALL edges between studs. Minimum (3)8d nails per stud. Nail all plates using panel edge nail spacing indicated. Sheathe all exteriorwalls. Sheathe interiorwalls as shown on the drawings. SCALE: As indicated Sheathing shall be continuous from bottom plate to top plate. cut in"L"and"T"shapes around openings. Lap sheathing over rim joists a minimum 4"at all floors to tie upper and lower stud walls together. NO ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: Minimum height of sheathing panels shall be 16"to ensure that plates are tied to studs. 1 2017.021.958 Machine Applied Nailing(i.e.Gun Nailing):The use of machine applied nailing is subject to satisfactory jobsite demonstration and the approval by the project structural engineer.The approval is subject to continued satisfactory performance. If nail heads penetrate the outer ply more 2 than would be normal for a hand hammer or if minimum allowable edge distances are not maintained the performance will be deemed unsatisfactory. 3 n 1 PLANT FABRICATED 1 PRE-ENGINEERED WOOD FRAMING: 4 Members noted as LVL(Laminated Veneer Lumber)on plan shall be 1 3/4"wide x depth indicated,plant-fabricated,and have the following 5 minimum allowable design values: Fb=2600 psi F,,=285 psi Fc11=2510 psi F5=750 psi E=2000 ksi 6 ■ Bridging and blocking shall be installed according to the fabricator's requirements. 7 8 9 PERMIT SET 5/23/2018 10:23:02 AM HSS COLUMN,SEE PLAN (4 ,r PL1/2x4x0-101/2"WITH(2)1/2"0 'F-N07 - EPDXY GROUTED OR EXPANSION ANCHORS WITH 4" 3/16 07/09/18 MIN EMBEDMENT 1 1/2" 3" I CONCRETE FOOTING,SEE SCHEDULE 1/2"ISOLATION JOINT 1 1/2'/ i/1 I FOR SIZE&REINFORCEMENT <E>SLAB,SAWCUT OPENING ..., ,r, I I 1/ FOR NEW FOOTING 4° P - ° 4 ` —1 l I ° a -. _ - a \ / ,-TYP: 3"CLR CODETAIL 3/4". 11-0" 2'-3 7/8" 9'-3 5/8" i / / a = \ 0 —I 101 i i I➢I-.4.—' r 101• A 101 7 [1, , _„„, „. _ , , ,_ : _, , ... ,, . , ,, a HU48 WITH ° - (10)TTN25234H INTO HSS3x3x3/16 <E>FULLY GROUTED 1 / CMU WALL(VIF)/ I 2 ) O P, , 7717 —/ / HU48 HSS3x3x3/16 I 0 v –_(2)71/4"LVLI i� 7 I11 11 r L_ — J " HU7 p L� LUS28 ATYPICAL<E> FOUNDATION: o 8"CMU WALLS ON OPEN TO <E>COLUMN TO 24"WIDE x 8"THICK CONT STAIRS ti 'i 1 BE REMOVED CONCRETE FOOTING AFTER NEW Lam/ HU7 COLUMN INSTALL J ° (2)7 1/4"LVL 0 o HU48– _ N A W a c 91'-01/4" - - <E>2x8 @ 16" 1 L. <E>2x8 @ 16" T.O.<E>SLAB ° – , (VIF) r <E> FOOTING: Alkh 100'-0" a a VERIFY IN FIELD<E> T.O.SUB FLR7.-- <ERIFY 3"P11S N FIELD PIPE A - 2'-0"SQ x 8"TALL FOOTING A r _ I , 3"0STM COLUMN 0 I I - IIZI a a — , L_ � � HSS3x3x3/16 F2.0(91' 01/4") W6X16 Aanthem 1 I \ structural engineers I [99'-9 3/4"] S1.1 L J 303.848.8497 anthemstructural.com F2.0(91'-01/4") ° 4) A (3 Boulder,CO Anthem Job#17-176 ® \ El - - LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT ° a The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond a reasonable diligence. If any mistakes,omissions,and/ordiscrepancies are found to exist within the work product,the Architect shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in contradiction to the Architect's work product or recommendations shall become the responsibility not of the Architect,but of the P parties taking said action. . '_ COPYRIGHT©2017 RUGGLES MABE STUDIO,PC. :°: The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said mppatioof epeluRe,rpouo , pa - • method,inforin wholewas or rein part,ared is prohibitedpublicwithouttherethe is written consent ssly of Rugglesch MabeeusStudioe,PC.rTitle nto or the plans remainsbynywith ih Ruggles Mabe Studio,PC withoutand prejudice.n Visual contactxrwithimited theseto planssshalluse. constitute prima dctifacie evidenceublication of the ,a acceptance of said restrictions as they apply to the entirety of the information contained herein. I ation / / ' / r i S T UDIO • ARCHITECTURE & INTERIOR DESIGN 40 450 EAST 17TH AVE , PH 2 J _ DENVER , C DT 8 0 2 0 3 - 1 2 5 4 TEL : 303 - 355 - 2460 I FAX : 303 - 355 - 2546 - d- e , a "a - - .•na , _ - -a -� ' ° a , \ www . rugglesmabe . com PROJECT a INFORMATION: MILIAS CONDO 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: FIRST FLOOR FRAMING& FOUNDATION PLANS SCALE: As indicated FOUNDATION PLAN(?) FIRST FLOOR FRAMING PLAN NO ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: 1/4"= 1'-0" �� - 1/4"= 1' 0" 1 2017.021.958 PLAN NORTH 0 _4' 8' FOUNDATION PLAN HEX NOTES PLAN NORTH 0 _' 8 FIRST FLOOR FRAMING PLAN HEX NOTES 2 • VERIFY EXISTING<E>CONDITIONS PRIOR TO CONSTRUCTION O DESCRIPTION • VERIFY EXISTING<E>CONDITIONS PRIOR TO CONSTRUCTION O DESCRIPTION 3 AND NOTIFY ANTHEM OF ANY DISCREPANCIES 1 SAWCUT<E>CONCRETESLAB FOR NEW CONCRETEFOOTING.SEE 1/S 1.1 AND NOTIFY ANTHEM OF ANY DISCREPANCIES 1 TEMORARILYSHORESTEEL BEAM WHILE<E>COLUMN IS REMOVED. 4 • REFERENCE ELEV 100'-0"PER ARCH INSTALL NEW COLUMN PER PLAN 5 2 <E>BEAM TO NEW STEEL COLUMN WITH 1/4"FILLET WELD ALL-AROUND - 3 BEAR NEW STEEL BEAM ON<E>FOUNDATION WALL,MIN 4"BRG LENGTH 6 S ■ CONCRETEFOOTINGSCHEDULE (ISOLATED PADS) ON STEEL SHIMS&NON-SHRINK GROUTAS REQ 7 ......." 4 STEEL BEAM TO STEEL COLUMN WITH 1/4"FILLET WELD ALL-AROUND MARK LENGTH WIDTH THICKNESS BOTTOMREINFORCEMENT 8 F2.0 2'-0" 2'-0" 8" (3)#4's EA WAY 9 F2.25 2'-3" 2'-3" 8" (3)#4's EA WAY PERMIT SET 5/23/201810:23:02 AM