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Home My WebLink AboutPLANS Sructural Repair 300 Riverside Dr 2022-02-04DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 VICINITY MAP Historic Crag's Lodge by Diamond Resorts STRUCTURAL REPAIRS 300 Riverside Dr, A0.1 Site Location Estes Park, CO 80517 NORTH TITLE SHEET SHEET INDEX VICINITY MAP AND ABBREVIATIONS SHEET INDEX ARCHITECTURAL SYMBOLS LEGEND ABBREVIATIONS EXISTING WALL TO BE REMOVED CMU PARTITION (PLAN AND SECTIONS) ONE HOUR RATED WALLS RIGID INSULATION BOARD INSULATION- BATT OR FILL SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON GRADE EXISTING GLAZING TO BE REMOVED EXISTING DOOR AND FRAME EXISTING WALL TO REMAIN TO BE REMOVED PLASTER, GYP. BD. TWO HOUR RATED PARTITION NON-RATED PARTITION CONCRETE POINT, WORK POINT DATUM POINT, CONTROL ROOM IDENTIFIER REVISION DELTA MATCHLINE ELEVATION MAJOR/BUILDING INTERIOR ELEVATION COLUMN GRID TAG SECTION MAJOR/BUILDING FOLDING DOOR ACOUSTICAL PANEL ACOUSTICAL TILE GYPSUM BOARD ACCESS TILE DIFFUSER SPEAKER EARTH (SECTIONS) ROLL-UP DOOR FACE-OF-WALL MOUNTED SEE STRUCTURAL DRAWINGS NEW FLOOR STRUCTURE 555 555 SURFACE MOUNTED TRACK LIGHT FIXT. AS INDICATED IN SPECIAL METAL METAL- STEEL OR IRON (SECTIONS) -NOTE : SEE IF DRINKING FOUNTAINDF PLYWOOD HANDICAPPED S SS L SERVICE SINK SINK ELEC. DRAWINGS PENDANT FIXTURES LAVATORY A B P B A PARTITION SYMBOL WINDOW TYPE FLOOR & WALL FINISH TOILET ACCESSORIES CABINET & EQUIPMENT BIFOLD DOOR (SHOWN W/ONE FIXED PANEL) SLIDING DOOR SLIDING POCKET DOOR NUMBER 555 555 555 555 F DOOR 555 F.O.F. F.O.S. AND FRAME TO REMAIN EXISTING PARTITION, DOOR SEE DOOR SCHEDULE NEW DOOR NORTH ARROW TO PARTITION TYPE LETTER REFERS SEE WINDOW SCHEDULE NEW GLAZING NORTH 555 555 EMERGENCY EXIT LIGHT WITH SURFACE MOUNTED LIGHT RECESSED DOWN LIGHT FIXT. WALL MOUNTED LIGHT FIXT. SURFACE MOUNTED LIGHT AS DRAWINGS DRAWINGS AS INDICATED IN ELEC. INDICATED IN ELEC. INDICATED IN ELEC. INDICATED IN ELEC. FIXT. AS DRAWINGS FIXT. AS DRAWINGS BATTERY PACK AS SCHEDULED EMERG. EXIT SIGN FIXTURE DRAWINGS FIXTURE AS SCHEDULED RECESSED EMERG. LIGHT AS PER ELECTRICAL ACCESS PANELA WH 2X4 LAY-IN LIGHT FIXT. AS 2X2 LAY-IN LIGHT FIXT. AS PENDANT MOUNTED LIGHT CEILING FAN WITH LIGHT AS RECESSED DOWN LIGHT FIXT. OWNER AND INSTALLED BY FIXTURE TO BE SUPPLIED BY INDICATED IN ELECTRICAL DRAWINGS DRAWINGS INDICATED IN ELEC. AS INDICATED IN ELEC. DRAWINGS CONTRACTOR DRAWING INDICATED IN ELEC. INDICATED IN ELEC. DRAWINGS F.D. HB TELE. PANEL BOARD CABINET LUMBER (STRUCT) FINISHED MILLWORK (ARCH) ACCESS DOOR/PANEL GRABBAR, HANDRAIL, BUMPER GUARD CEILING OR WALL AS DESIGNATED ACCESS DOOR/PANEL AS DESIGNATED RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED PAGING PHONE DATA (HYBRID) CCTV MONITOR BROADBAND TELEPHONE VALVE BOX FIRE EXTINGUISHER CABINET FIRE HOSE CABINET RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED TELEPHONE PANEL BOARD RECESSED OR SURFACE-MOUNTED FIRE HOSE VALVE FIRE HOSE & EXTINGUISHER CABINET SURFACE-MOUNTED CABINET FIRE EXTINGUISHER ELECTRICAL PANEL RECESSED OR SURFACE-MOUNTED WATER HEATER SURFACE-MOUNTED STANDPIPE FLOOR SINK FLOOR DRAIN HOSE BIB WALL DRAIN TOILET URINAL TANK TYPE SHOWER TOILET PHOTOGRAPH PERSPECTIVE WALL SCONCE SCOPE OF WORK PROJECT DIRECTORY (310) 326-3050 (310) 750-8223 bjw@houstontyner.comContact : BJ Wickett Torrance, CA 90505 HOUSTON/TYNER 2630 Sepulveda Blvd. ARCHITECT: Email: Cell: Ph: 106600 W Charleston Blvd. Las Vegas, NV 89135 OWNER: Email: 702-575-7982Ph: Ryan.Cooley@diamondresorts.com DIAMOND RESORTS INTERNATIONAL Contact: Ryan Cooley BUILDING CODE REFERENCES (213)310-8480 STRUCTURAL ENGINEER: KPFF 700 South Flower Street, Suite 2100 Contact : Joe Stewart Los Angeles, CA 90017 Ph: Email: Joe.Stewart@kpff.com OFFICE X # X # SHT# SHT# X X # SHT# X # # FIN # # ENCL ChangeCH. ENT ENGR. ENG. Chalkboard Center to Center Cast Iron Pipe Bracket Built-Up Roofing Block Between Beam Avenue Asphaltic Tile Americans with Disabilities Asphalt Asbestos Blocking Bottom Building Basement Ceiling Cement Carpet Cast Iron British Thermal Units Catch Basin Centerline Ceramic Tile BLDG CIP CHKBD. C TO C CEM CLG CB CL CT BRKT. BUR CI CPT BTU BET., BETW. BLK BM BOT BLKG BSMT ASPH. AVE. A.T ADA ASB @ At DS. ELEC EMER ELEV EF EL (E) EP DWG. DWR DF EA D O DWL. DIV DIM DIST DISP DN. DR DIAG. DEG or DET DEPT DIA Approved Anchor Bolt Amount American Welding Society American Standard of Testing and Materials Steel Construction American Institute of American Concrete Institute Aggregate Addition of Addendum Access Panel Access Floor Acoustical Adjustable Angle Aluminum And Approximate Architectural Air Handling Unit Anchor Bolt Acoustical Tile Ceiling Above Finished Floor ALUM APPD. APPROX A.B AMT. AWS ARCH ASTM AISC ACI AB & ACT CLG AGGR ADD AHU AFF ADJ AC AP AFL CJ C.F. CU. IN. CU. FT. CSK CORR. COR. CU CONST. CONC. BLK. CONC CONTR. CMU CONT CONN COMP COM CLR COL CO. C.O C.O CP CH Enclosure MountedMTD Existing to Remain SCD Seat Cover Dispenser GrilleG Entrance Engineer GYPBD GYP Gypsum Gypsum Board MULL MTG SECT SCD Mullion Mounting See Civil Drawings Section YD.Yard Pressure Treated Douglas Fir KP Fireproof(ing)FPRF Down spout FR Electrical Panel board Each Face Emergency Electrical Elevation Elevator Existing Drinking Fountain Drawing Each Drain Drawer GEN GFRG GFRC GR GB GALV FUT FURR GA FS Diameter or Round Dimension Dispenser Down Dowel Division Door Distance Department Diagonal Degree Detail Diameter FDN FOIC FTG FT (') FOIO FHWS FLG FLUOR FDS FLR FIX FD LBR Frame Reinforced Concrete Reinforced Gypsum General Glass Fiber Glass Fiber Grab Bar Grade Future Galvanized Full Size Furring Gauge MC MEZZ MEMB MTL MIN MIR MISC MH MAS MFR MACH MO MAX Flat Head Wood Screws Furnished by Owner Floor Divider Strip Furnished by Owner Installed by Owner Installed by Contractor Foot or Feet Footing Foundation Flange Fluorescent Fixture Floor Drain Floor LEV LG. LINO. LT LF LTG LVR LDG KO KIT LAV LAT FIN.FLR.ELEV. FOM Concrete Masonry Unit Control Joint Curb Face Cubic Inch Cubic Foot Countersink Cubic Corridor Corner Construction Concrete Block Connection Continuous Contractor Concrete FIN. GR. FHC FEC F.F FA FE FIN. FLR. FIG. FOS FOF FT. FIN Clay Pipe Composition Clear Opening Clear Opening Company Common Clear Column Channel EXT. GR. FOC FBR EXTR EXT EB EJ EXP EQ HR Face of Masonry Finish Floor Elevation Finish or Finished Fire Extinguisher Fire Hose Cabinet Fire Extinguisher Cabinet Finish Face Finish Grade Fire Alarm Finish Floor Feet /Foot Face of Finish Face of Stud Figure INV JST KC JT JAN INT ID INSUL INST IN (") Face of Concrete Exterior Grade Expansion Bolt Face Brick Expansion Joint Exterior Extruded Expansion Equal HK HP HM HT HORIZ HB HDR HVAC PCC Portland Cement Concrete Kickplate RV PRO QT PTDF PRV P CONC REF REC RAD RESIL REFR RECEP RO REV RFINS RD RM RUB SCHED SNR SND SFT SLNT SL Lumber Masonry Opening Medicine Cabinet Metal Mezzanine Membrane Minimum Mirror Miscellaneous Masonry Machine Manhole Maximum R Linear Foot (Feet) Level Long Linoleum Light Lighting Louver Landing Kitchen Lateral Knockout Lavatory Reverse Roof Vent Roof Insulation Rough Opening Sanitary Napkin Dispenser Sanitary Napkin Receptacle Roof Drain Schedule Soffit Sealer Sealant Rubber Riser Room Refrigeration Power Roof Ventilator Precast Concrete Receptacle Recessed Quarry Tile Reference Resilient Radius Property PTD PLAS PED PLAM PTR PTD/R POL PLWD PVC OC NO (#) OZ OH OF OD OPP OPNG Hour Keene's Cement Inside Diameter (Dimension) Invert Janitor Joist Joint Interior Installation Insulation(ing) Inch T PE PT PT Heating, Ventilating, and Air Conditioning Hook High Point Height Hollow Metal Horizontal Hose Bibb Header O/ Perpendicular Paper Towel Dispenser Paper Towel Receptacle Combination Paper Towel Plastic Laminate Polyvinyl Chloride Porcelain Enamel Dispenser/Receptacle Polished Plaster Plywood Paint Pedestal Paint On Center Outside Diameter (Dimension) Opening Ounce Opposite Overhead Over Overflow Number Top of ConcreteTOC Vinyl Composite Tile Volume Water Closet Waterproofing Water Resistant Welded Wire Fabric Vinyl Wall Covering Vision Glass Without Wood Weight WWF W/O WD W/ W WT XTR West With VWC VG WC WR WP VOL Tread Typical Top of Finish Towel Dispenser Unless Noted Otherwise Under Cut Unfinished Unit Heater Vertical Verify in Field Vinyl Base UNO UH VCT VB VIN V.I.F. VERT Vinyl TOF TYP T TD UC UNFIN See Structural Drawings Sprinkler Storage Structural Stone Speaker Terrazzo Thick Threshold Suspend(ed) Stainless Steel Symmetrical Telephone Toilet Paper Holder THK TEL SYM TPH THRES TERR STRUCT SPR STL SSTL ST SP SUSP STOR Steel Square Feet South Specifications Service Receptor Service Sink Soap Dispenser Sheet Similar Solid Core SS SF S SPECS SHT SIM SC S DISP SSD SR F.R.T.Fire Retardant Treated P.T.Pressure Treated TOS Top of Slab GC General Contractor (N)New N/A Not Applicable ActADAAGAmericans with Disabilities Act Accessibility Guidelines APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE LEGAL DESCRIPTION DEFERRED SUBMITTALS APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 02/04/2022 Reviewed by SAFEbuilt 02/04/2022 DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 Demolition Scope Construction Scope STRUCTURAL REPAIRS Demolition Scope Construction ScopeDemolition Scope Construction ScopeDemolition Scope Construction ScopeDemolition Scope Construction Scope A0.2A KEYNOTES SCALEKEYNOTESN.T.S.1 STRUCTURAL REPAIRSSTRUCTURAL REPAIRSSTRUCTURAL REPAIRSSTRUCTURAL REPAIRS Reviewed by SAFEbuilt 02/04/2022 RAMP UP 1'-4"UP(7R) 4'-4" DN(8R) 5'-0" DN(13R) 8'-3" DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A1.0 SCALESITE PLAN (FOR REFERENCE ONLY)N.T.S.1 SITE PLAN (FOR REFERENCE ONLY) NORTH (E) POOL (E) POOL DECK MAIN LODGE 1 A2.1 SCOPE OF WORK ON FIRST LEVEL 1 A2.2 1 A2.3 SCOPE OF WORK ON BASEMENT LEVEL SCOPE OF WORK ON SUB LEVEL Reviewed by SAFEbuilt 02/04/2022 DN(11R) 7'-0" UP(5R) 3'-0" MDP BOILER W.H. CM S S S S SS S T DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A2.1 SCALESUB LEVEL OVERALL PLAN 3/16"=1'-0"1 PARTIAL OVERALL PLAN (SUB LEVEL) (E) STORAGE - (E) MECHANICAL ROOM - NORTH SCALENOT USED -2 C A3.3 1 LEGEND = N.I.C. SEE STRUCTURAL DRAWINGS FOR NEW WALL Reviewed by SAFEbuilt 02/04/2022 UP(8R) 5'-0" UP(16R) 8'-10" UP(14R) 8'-10" S 2SS S S W.H. 2 S S DN(13R) 7'-8" UP(13R) 8'-3" S 3 S S S TV 2 S 2 S S S S3 S S TV 3S S S 3S TV S 2 S S 3S S S3S S 2 S S S TV J F/ E F/E F/ E J J T T T T DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A2.2 SCALEBASEMENT OVERALL PLAN 3/16"=1'-0"1 PARTIAL OVERALL PLAN (BASEMENT LEVEL) LEGEND = N.I.C. (E) MEN'S RESTROOM - 002 ROOM 003 ROOM (E) WOMEN'S RESTROOM - (E) HOUSEKEEPING STORAGE - (E) MAINT. SHOP - (E) GUEST LAUNDRY - 001 ROOM NORTH (E) HOUSEKEEPING/ BREAK ROOM - (E) HOUSEKEEPING STORAGE - (E) NATURAL STONE WALL TO REMAIN AS-IS AA3.1 1 C A3.3 1 B A3.2 1 1 A5.2E A B C 1 A5.2E E H G J I1 A5.2E 064 8 096 3 033 1 DEMO. CONS. DEMO. CONS. Reviewed by SAFEbuilt 02/04/2022 RAMP UP 1'-4"UP(7R) 4'-4" DN(8R) 5'-0" UP(19R) 11'-0"DN(14R) 8'-10" TV UP(19R) 11'-0" EV TV UP(19R) 11'-0" DN(16R) 8'-10" DN(13R) 8'-3" UP(19R) 11'-0" EVAPORATOR RE F R I G E R A T O R FREEZER EVAPORATOR FR E E Z E R EL E V A T O R S S S S S S S D S S S SS S S S S S S SS S S S SS SS S S S S S S SS SSSSS S SS S F F T T T T T S CM CM CM CM DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A2.3 SCALEFIRST LEVEL OVERALL PLAN 3/16"=1'-0"1 OVERALL PLAN (FIRST LEVEL) NORTH (E) GAME ROOM - (E) LOBBY - (E) RECEPTION - (E) OFFICE - (E) BANQUET ROOM - (E) KITCHEN OFFICE - (E) KITCHEN - (E) DINING ROOM - (E) BAR STORAGE - (E) COOLER - (E) MECHANICAL ROOM - (E) BAR - (E) DINING STORAGE - AA3.1 1 C A3.3 1 (E) VESTIBULE - B A3.2 1 (E) BEVERAGE SERVICE - 064 7 064 9 064 9 064 8 DEMO. CONS. 064 8 DEMO. CONS. Reviewed by SAFEbuilt 02/04/2022 DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A3.1 SCALEEXTERIOR ELEVATION 1/4"=1'-0"1 EXTERIOR ELEVATIONS A SCALENOT USED -2 Reviewed by SAFEbuilt 02/04/2022 96 " F DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A3.2 SCALEEXTERIOR ELEVATION 1/4"=1'-0"1 EXTERIOR ELEVATIONS B1 MATCH LINE SEE A3.2/C2 MATCH LINE SEE A3.2/C2 B2 MATCH LINE SEE A3.2/C1 MATCH LINE SEE A3.2/C1 TYP. 033 1 SEE STRUCTURAL DRAWINGS FOR NEW WALL Reviewed by SAFEbuilt 02/04/2022 DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A3.3 SCALEEXTERIOR ELEVATION 1/4"=1'-0"1 EXTERIOR ELEVATIONS CSEE STRUCTURAL DRAWINGS FOR REPAIR SCOPE NEW CONCRETE WALL. SEE STRUCTURAL DRAWINGS. Reviewed by SAFEbuilt 02/04/2022 FIRE FIRE HEATER EXIT DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS - 11/08/21 STRUCTURAL REPAIRS Estes Park, CO 80517 300 Riverside Dr, Historic Crag's Lodge by Diamond Resorts Path I:\_PROJ\HCL21-01\DWGS STRUCTURAL REPAIRS 11/08/21 A5.2E SCALEHOUSEKEEPING/ BREAK ROOM INTERIOR ELEVATIONS 1/4"=1'-0"1 BASEMENT LEVEL INTERIOR ELEVATIONS A SCALENOT USED -2 SCALENOT USED -3 B C E G H I J Reviewed by SAFEbuilt 02/04/2022 AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APPVD APPROVED APPROX APPROXIMATE ARCH ARCHITECTURAL; ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWPA AMERICAN WOOD PRESERVERS ASSOCIATION AWS AMERICAN WELDING SOCIETY AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ASTM AMERICAN SOCIETY FOR TESTING MATERIALS &AND @ AT BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BN BOUNDARY NAIL BNDRY BOUNDARY BOT OR B BOTTOM BRC BRACE BRG BEARING BT BENT BTWN BETWEEN CANT CANTILEVER CAM OR C CAMBER CC CENTER TO CENTER CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONSTRUCTION JOINT; CONTROL JOINT CL CENTER LINE CLR CLEARANCE; CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPRESSION CONC CONCRETE CONN CONNECTION; CONNECT CONSTR CONSTRUCTION CONT CONTINUE; CONTINUOUS CONTR CONTRACTOR CJP COMPLETE JOINT PENETRATION WELD CTR CENTER CTSK COUNTERSINK; COUNTERSUNK CU FT CUBIC FOOT d PENNY (NAIL OR BAR DIA) DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DOUGLAS FIR/LARCH DIA OR ø DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DN DOWN DO DITTO (REPEAT) DWG DRAWING DWL DOWEL EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT EN EDGE NAIL ENGR ENGINEER EQ EQUAL OR EQUIVALENT EQUIP EQUIPMENT ES EACH SIDE ETC ET CETERA EW EACH WAY EXIST or (E) EXISTING EXT EXTERIOR FDN FOUNDATION FF FAR FACE FF FINISHED FLOOR FIN FINISH FJ FLOOR JOIST FL FLOOR LINE FLG FLANGE FLR FLOOR FN FIELD NAIL FOC FACE OF CONCRETE FOM FACE OF MASONARY FOS FACE OF STUD FOW FACE OF WALL FP FULL PENETRATION; FIRE PROOFING FRMG FRAMING FS FULL SIZE; FAR SIDE FT FOOT; FEET FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GLB GLUED LAMINATED BEAM GR GRADE GRND GROUND H or HORIZ HORIZONTAL HDR HEADER HGR HANGER HOSP HOSPITAL HP HIGH POINT HS HIGH STRENGTH HSH HT HEIGHT HR HARD ROCK ID INSIDE DIAMETER IF INSIDE FACE I-JST I-JOIST IN INCH INCL INCLUDE INFO INFORMATION INSP INSPECTION INT INTERIOR JST JOIST JT JOINT K KIPS KSI KIPS PER SQUARE INCH LAB LABORATORY LB(S) OR # POUND(S) LF LINEAL FOOT LIN LINEAL; LINEAR LLBB LONG LEGS BACK-TO-BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT LSL LONG SLOTTED HOLES LT WT LIGHTWEIGHT LVL LEVEL MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL SHAPE MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM; MINUTE MISC MISCELLANEOUS (N)NEW N NORTH NF NEAR FACE NIC NOT IN CONTRACT NORM NORMAL NO or # NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORIG ORIGINAL OSB ORIENTED STRAND BOARD PARA OR // PARALLEL PC PRECAST; PIECE PERP PERPINDICULAR PI PLYWOOD INDEX PL PLATE PROPERTY LINE PLF POUNDS PER LINEAL FOOT PLCS PLACES- PLY PLYWOOD PROP PROPERTY PT POST TENSIONED PW PLATE WASHER PJP PARTIAL JOINT PENETRATION WELD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT # POUND; NUMBER REF REFERENCE REINF REINFORCE; REINFORCING REQD REQUIRED RF ROOF Ø DIAMETER SCHED SCHEDULE SECT SECTION SEP SEPERATION SHT SHEET SHTG SHEATHING SIM SIMILAR SLBB SHORT LEGS BACK-TO-BACK SOG SLAB ON GRADE SPCG SPACING SPECS SPECIFICATIONS SPCL SPECIAL SQ SQUARE SS SELECT STRUCTURAL SSL SHORT SLOTTED HOLES STAGG STAGGER STD STANDARD STIFF STIFFENERS STIRR STIRRUP STL STEEL STRUCT STRUCTURAL STRUCT I STRUCTURAL I SW SHEAR WALL SYM SYMMETRICAL TB TIE BEAM T & B TOP AND BOTTOM T & G TONGUE & GROOVE TOC TOP OF CURB; TOP OF CONCRETE TOF TOP OF FOOTING TEMP TEMPERATURE; TEMPORARY THRU THROUGH THK THICKNESS/THICK THR THREADED TOP or T TOP TOS TOP OF STEEL/TOP OF SLAB TOW TOP OF WALL TSG TAPERED STEEL GIRDER TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE UT ULTRA-SONIC TEST VERT VERTICAL VSH VERTICAL SLOTTED HOLES W/WITH W/O WITHOUT WD WOOD WP WORK POINT; WATERPROOF WT WEIGHT WWF WELDED WIRE FABRIC STRUCTURAL STEEL SHAPES Wx W SHAPE Cx AMERICAN STD CHANNEL SHAPE MC MISC CHANNEL SHAPE Lx ANGLE SHAPE WT, ST, MT STRUCT TEE SHAPE PIPE STANDARD PIPE SHAPE PIPE-X EXTRA STRONG PIPE SHAPE PIPE-XX DBL EXTRA STRONG PIPE SHAPE HSS STRUCT TUBING SHAPE ABBREVIATIONS HORIZONTALLY SLOTTED HOLES PL ST STL STAINLESS STEEL SYMBOLS SECTION REFERENCE BUBBLE DETAIL REFERENCE BUBBLE WITH ARROW DETAIL REFERENCE BUBBLE FULL HEIGHT SECTION INDICATOR BUILDING SECTION INDICATOR ELEVATION OF WALL OR FRAME NORTH ARROW SLOPE EARTH LAYER STEPPED SURFACE; FLOOR DEPRESSION SLOPED SURFACE INDICATES SAND OR GROUT INDICATES GRAVEL WELDED WIRE FABRIC (WWF LAYER) STEEL TUBE COLUMN STEEL PIPE COLUMN WIDE FLANGE STEEL COLUMN MEMBER SPLICE STEEL IN CROSS SECTION DIRECTION OF SPAN X SX.X X SX.X X SX.X X SX.X X SX.X X SX.X X SX.X N 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE:DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 4 P M ABBREVIATIONS AND SYMBOLS S0.1 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SHEET INDEX Sheet Number Sheet Name S0.1 ABBREVIATIONS AND SYMBOLS S1.0 GENERAL NOTES S2.1 PARTIAL OVERALL PLAN (SUB-LEVEL) S2.2 PARTIAL OVERALL PLAN (BASEMENT LEVEL) S2.3 OVERALL PLAN (FIRST LEVEL) S3.2 EXTERIOR WALL ELEVATIONS S3.3 EXTERIOR WALL ELEVATIONS S4.1 TYPICAL CONCRETE DETAILS S5.1 TYPICAL FRAMING DETAILS Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS, SPECFICATIONS AND DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) AND LATEST ESTES PARK, CO REVISIONS REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. ALL REFERENCED STANDARDS SHALL BE THE VERSION INDICATED IN CHAPTER 35 OF THE CODE. 6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS. C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. E. FLOOR AND ROOF FINISHES. F. MISCELLANEOUS DRAINAGE AND WATERPROOFING. G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL. H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 7. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 8. INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY THE ARCHITECT IMMEDIATELY. 9. OPENINGS, POCKETS, PENETRATIONS, NON-STRUCTURAL EMBEDS, ETC. SHALL NOT BE PLACED IN ANY STRUCTURAL MEMBER EXCEPT AS NOTED OR DETAILED ON THESE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW SUCH ITEMS PLACED IN A MANNER THAT IS NOT CONSISTENT WITH THE STRUCTURAL DRAWINGS. 10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. MAKE PROVISIONS IN THE CONSTRUCTION SEQUENCING OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, THERMAL EXPANSION, ETC. 11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURA HAS NOT ATTAINED STRENGTH. 12. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 13. COORDINATE AND VERIFY EDGE OF SLAB DIMENSIONS PRIOR TO FABRICATION OR PLACEMENT OF FORMWORK. 14. VERIFY THAT THE ACTUAL OPERATING WEIGHT OF ALL EQUIPMENT DOES NOT EXCEED THAT SHOWN ON THE DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. GENERAL 1 LOCATIONS IN STRUCTURE STRENGTH (PSI) DENSITY (PCF) MAX W/C RATIO SLAB ON GRADE 3,000 0.45 CURBS, PADS, TOPPING SLABS, ETC. 3,000 0.45 CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION. 2. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD". 3. CONCRETE MIXTURES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND REVIEWED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED AS INDICATED ON ACI318, LATEST EDITION. 4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES 5. PROVIDE CONCRETE MIXTURES THAT MEET THE DURABILITY REQUIREMENTS INDICATED IN THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. 6. CONCRETE SHRINKAGE SHALL BE LIMITED TO 0.05 PERCENT PER ASTM C157. 7. CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT. 8. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II. 9. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. 10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C-94. 11. PLACEMENT OF CONCRETE SHALL CONFORM TO THE CODE CHAPTER 19 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" APLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 12. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS, INCLUDING PIPES AND CONDUITS, SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. PROVIDE SLEEVES FOR PIPES AND CONDUITS PASSING THROUGH CONCRETE MEMBERS INCLUDING CONCRETE OVER METAL DECK BEFORE PLACING. DO NOT CUT REINFORCING WHICH MAY CONFLICT. SLEEVES SHALL NOT EXCEED 6- INCHES IN DIAMETER AND BE SPACED A MINIMUM OF 3 DIAMETERS APART FROM OTHER SLEEVES USING THE LARGER SLEEVE DIAMETER, OR AS INDICATED ON THE DRAWINGS. CLUSTERS OF SLEEVES ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 14. CORING IN CONCRETE IS NOT PERMITTED WITHOUT ARCHITECT REVIEW AND APPROVAL. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 15. CONDUITS LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. CONDUITS SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. DO NOT STACK CONDUITS. SPACE EMBEDDED CONDUITS A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED CONDUITS USING THE LARGER CONDUIT DIAMETER, AND 1 1/2" CLEAR FROM REINFORCING BARS.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. EMBEDDED CONDUITS SHALL BE PLACE IN THE MIDDLE THIRD OF SLABS, BEAMS, WALLS, FOOTINGS, ETC. CLUSTERS OF CONDUITS ARE NOT PERMITTED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 16. PIPES ARE NOT PERMITTED TO BE EMBEDDED IN CONCRETE. 145 145 1. RENFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM 706, GRADE 60 (UNO). DEFORMANTIONS SHALL BE IN ACCORDANCE WITH ASTM A-305. 2. BARS SHALL BE CLEAN OF RUST GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3. DETAIL, FABRICATE, AND INSTALL REINFORCING IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301, ACI 117, AND THE "CRSI MANUAL OF STANDARD PRACTICE." 4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. MINIMUM SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE 72 BAR DIAMETERS, 36" MINIMUM. MINIMUM SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE AS REQUIRED FOR CLASS B SPLICE PER ACI 318 SECTION 25.5.2 UNO. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. 6. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. 7. CONCRETE PROTECTION FOR REINFORCEMENT: REINFORCING STEEL CAST-IN-PLACE CONCRETE: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER #6 & LARGER #5 & SMALLER SLABS, WALLS, OR JOISTS NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND #14 & LARGER #11 & SMALLER BEAM AND COLUMN TIES & STIRRUPS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND MINIMUM COVER 3" 2" 1 1/2" 1 1/2" 3/4" 1 1/2" 1 1.LIVE LOADS: ROOF 20 PSF -REDUCIBLE FLOORS: GENERAL OFFICE 50 PSF + 15 PSF PARTITIONS DINING AREAS 100 PSF DECKS (ASSEMBLY)100 PSF STAIR/EXISTS 100 PSF DESIGN CRITERIA 2.SEISMIC: RISK CATEGORY II SITE CLASS D (DEFAULT) SDS 0.271 SDS 0.103 3.WIND: RISK CATEGORY II VULT = 175 MPH 3.SNOW LOADS: GROUND SNOW LOAD: PG = 65 PSF FLAT ROOF SNOW LAOD: PF = 55 PSF MINIMUM SNOW LOAD:PM = 65 PSF SNOW EXPOSURE FACTOR:Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR:Is = 1.0 SLOPE FACTOR:Cs = 1.0 THERMAL FACTOR:Cf = 1.0 DECK SNOW SNOW LOADS: MINIMUM Pm = 65.0 (UNIFORM) DRIFTED Pm = 108.9 PSF MAX Pm = 86.0 PSF MIN GENERAL: 1. COMPLY WITH THE REQUIREMENTS IN CHAPTER 23 OF THE CODE AND AF&PA'S WCD 1, "DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION," UNLESS OTHERWISE INDICATED 2. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLS BELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THE DRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED, STUD WALLS SHALL BE 2 X 4 AT 16' O.C 3. SUBMITTALS: A. MATERIAL CERTIFICATES: FOR DIMENSION LUMBER SPECIFIED TO COMPLY WITH MINIMUM ALLOWABLE UNIT STRESSES. INDICATE SPECIES AND GRADE SELECTED FOR EACH USE AND DESIGN VALUES APPROVED BY THE ALSC BOARD OF REVIEW. B. EVALUATION REPORTS: FOR ENGINEERED WOOD PRODUCTS AND POST-INSTALLED ANCHORS ROUGH CARPENTRY: PRODUCTS: 1. GENERAL LUMBER: A. DOC PS 20 AND APPLICABLE RULES CONFORMING TO THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) GRADING RULES. B. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF GRADING AGENCY. 2. DIMENSIONAL LUMBER FRAMING: A. SPECIES, GRADE, AND MOISTURE CONTENT NOTED BELOW: (UNO) 3. WOOD-PRESERVATIVE-TREATED LUMBER: (ALL EXPOSED DECK FRAMING UNO) A. PROVIDE PRESERVATIVE-TREATED LUMBER WHERE INDICATED AND IN LOCATIONS IN DIRECT CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO WEATHER, WITHIN 8 INCHES OF EARTH, OR LESS THAN 18 INCHES ABOVE THE GROUND IN CRAWLSPECS OR UNEXCAVETED AREAS. 1. FASTENERS: A. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, PRESERVATIVE TREATED, FIRE RETARDANT TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A 153. B. NAILS: ASTM F1667, COMMON TYPE. 2. WOOD CONNECTORS: A. WHERE CONNECTORS ARE IN EXPOSED, EXTERIOR APPLICATIONS OR IN CONTACT WITH PRESERVATIVE TREATED LUMBER, PROVIDE HOT-DIP GALVANIZED OR STAINLESS STEEL CONNECTORS. DIMENSIONAL LUMBER USE SPECIES GRADE MOISTURE CONTENT LUMBER 2" TO 4" THICK x 5" OR WIDER (JOISTS/RAFTERS) SOUTHERN PINE #2 & BETTER KD (15%) LUMBER 2" TO 3" THICK x 4" TO 6" WIDE (STUDS) #2 & BETTER KD (15%) EXECUTION: 1. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH TABLE 2304.10.1, "FASTENING SCHEDULE," OF THE CODE AND THE THE ICC-ES REPORT FOR THE FASTENER. 2. INSTALL WOOD CONNECTORS PER MANUFACTURER'S INSTRUCTIONS AND THE ICC-ES REPORT. 3. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATLON/PODIUM LEVEL U.N.O. 4. JOIST BLOCKING AND BRIDGING: A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT AND BELOW PARTITION WALLS. B. PROVIDE FULL DEPTH BRIDGING AT 8'-0" O.C. MAX, NOT MORE THAN 8'-0" FROM SUPPORT. 5. PROVIDE REQUIRED FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON- STRUCTURAL FRAMING THAT ARE NOT SHOWN ON STRUCTURAL DRAWINGS. SOUTHERN PINE 1 1 1 1. ALL EXPANSION TYPE ANCHORS SHALL CONSIST OF HILTI KWIK BOLT TZ CONCRETE ANCHORS PER ICC ESR-1917 REPORT. INSTALLATION SHALL BE IN CONFORMANCE WITH THE ICC REPORT. 2. ALL EPOXY TYPE ANCHORS SHALL CONSIST OF HILTI HIT HY-200 HYBRID ADHESIVE USED IN CONJUNCTION WITH DEFORMED REINFORCING BARS PER ICC REPORT ESR-3187. INSTALLATION OF ANCHORS SHALL BE IN CONFORMANCE WITH THE ICC REPORT. 3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 4. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, PREDRILLED HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 5. TEST ALL POST-INSTALLED ANCHORS AS REQUIRED PER SECTION 1705 OF THE CODE. 6. ALL WEDGE ANCHORS SHALL BE CARBON STEEL, UNO. USE STAILESS STEEL ANCHORS IN EXTERIOR EXPOSURE AND DAMP ENVIRONMENTS. POST-INSTALLED CONCRETE ANCHORS 1. OWNER WILL RETAIN A QUALIFIED, INDEPENDENT SPECIAL INSPECTION AGENCY TO PERFORM SPECIAL INSPECTIONS AND TESTS PER CHAPTER 17 OF THE CODE. REFER TO THE TABLES 1 AND 2 FOR TESTS AND INSPECTIONS THAT WILL BE PERFORMED. 2. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL NON-CONFORMING WORK WILL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 3. TESTING FREQUENCIES IDENTIFIED IN THE STATEMENT OF SPECIAL INSPECTION ARE DEFINED AS FOLLOWS: A. CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. B. PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. C. OBSERVE: THE SPECIAL INSPECTOR WILL OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. D. PERFORM: THE SPECIAL INSPECTOR WILL PERFORM THESE TASKS FOR EACH ELEMENT. E. DOCUMENT: THE SPECIAL INSPECTOR WILL DOCUMENT IN A REPORT THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONCRETE 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS AND VERIFY PLACEMENT 2. INSPECT ANCHORS CAST IN CONCRETE 3. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATION TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE NOT DEFINED IN 4A. 4. VERIFY USE OF REQUIRED DESIGN MIX 5. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE TEMPERATURE OF CONCRETE. 6. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 8. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF CONCRETE MEMBER BEING FORMED ACI 318 CHAPTER 20, 25.2 - 25.3, 26.6.1 - 26.6.3 TOLERANCE AND REINFORCING PLACEMENT PER ACI 318, SECTION 26.6.2 1705.3 1908.4 ACI 318 17.8.2 CONTINUOUS INSPECTION REQUIREMENTS PER ICC EVALUATION REPORT. VERIFY THAT ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATION ARE INSTALLED BY CERTIFIED INSTALLERS. ACI 318 17.8.2.4 ACI 318 17.8.2 1904.1, 1904.2, 1908.2, 1908.3 ACI 318 CH 19, 24.4.3, 26.4.4 CONTINUOUS CONTINUOUS ASTM C172 ASTM C31 ACI 318 26.4, 26.12 ACI 318 26.5 ACI 318 26.5.3 - 26.5.5 1908.10 1904.6, 1908.7, 1908.8 1908.9 VERIFY THAT ALL MIXES USED COMPLY WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED CODES AND STANDARDS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC SPECIAL INSPECTION NOTES: ACI 318 26.11.1.2(b)PERIODIC 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 5 P M GENERAL NOTES S1.0 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES 1 1 Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 OPENING HT - F ROM SILL T O TOP O F W INDOW O PENING SILL H T - F ROM FLOOR TO S ILL OPENING HT - FROM SILL TO TOP OF WINDO W OPENING SILL HT - FROM FLOOR TO SILL OPENING HT - FROM SILL TO TOP OF WINDO W OPENING SILL HT - FROM FLOOR TO SILL OPENING HT - FROM SILL TO TOP OF WINDO W OPENING SILL HT - FROM FLOOR TO SILL OPENING HT - FROM SILL TO TOP OF WINDO W OPENING SILL HT - FROM FLOOR TO SILL J JCM CM S S S S SS S T SD FS W.H. 6'-0" 24" 2'-0" 3'-4" 6'-0" 30" 3'-0" 2'-4" 3'-0" 2'-4" 7'-0"36" 3'-0" 2'-6" CONCRETE WOOD WOOD CONCRETE4'-6" 4'-9" 6'-8" 30" CONCRETE CONCRETE DN(11R) 7'-0" UP(5R) 3'-0" BOILER MDPHEATER-0'-9"+0'-0" +0'-0" -1'-8'" MECHANICAL ROOM 16" CLG HT 8'-2" 6'-6" +0'-2" 0'-0" +0'-2" 0'-0" 47"21" +4" SLOPES DN 9'-11"-8'-4" 5'-10" SLOPES UP 10'-0"-12'-2" CLG HT 6'-10" STORAGE CLG HT 6'-6" 6'-2" 6'-6" 6'-2" 6'-2" SLOPES DN 6'-7"-6'-4" 5'-6" CLG HT 6'-1"SLOPES DN 9'-0"-7'-5" BOILER TANK 32"H SLOPES UP 5'-5"-6'-1" @52" @75" SLOPES DN 9'-6"-7'-9" +0'-8" 0'-0" +0'-9" 0'-0"T. CEILING 15"H@45" (N) 8" CONC WALL AND FOOTING 4 S4.1 N 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 5 P M PARTIAL OVERALL PLAN (SUB-LEVEL) S2.1 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 3/16" = 1'-0"1 SUB LEVEL OVERALL PLAN Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 SCALEA2.2 BASEMENT OVERALL PLAN3/16" =1'- 0"1 PARTIAL OVERALL PLAN ( BASEMENT LEVEL) LEGEND = N. I. C. (E) MEN'S RESTROOM- 002ROOM 002ROOM (E) H/KOFFICE- (E) WOMEN'S RESTROOM-(E) HOUSEKEEPING/BREAK ROOM- (E) HOUSEKEEPINGSTORAGE-(E) MAINT.SHOP- (E) GUESTLAUNDRY- 001ROOM NORTH JJ SD SD SD J SD J J SD SD SD J J J J J J SD J SD SD SD J SD SD SD JJ SD FS FS FS CM CM CM J J F/E FS FAS FAS FAS FAS FS FS FS FS F/E F/E J J T T T T W.H. 86" 86" 88" 86" 2 2 3 TV 2 2 3 TV 3 3 TV 2 3 3 2 TV 90" 90" 2'-4" 4'-11" 6'-9" 6'-9" UP(8R) 5'-0" UP(16R) 8'-10" UP(14R) 8'-10" DN(13R) 7'-8" UP(13R) 8'-3" S SS S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S REMOVE AND REPLACE (E) 4x4 POST FULL HEIGHT TO DECK RAIL ABOVE. INSTALL NEW POST BASE 2 S5.1 REPLACE EXISTING CRACKED OR DAMAGED 2x DECKING BOARDS. FIELD VERIFY. NEW DECK BOARDS TO EXTEND ACROSS A MIN OF (3) JOIST AND BUTT TO ADJACENT DECK BOARDS 2 #10 GALV DECK SCREWS TO EA JOIST N (E) 2x JOIST VERIFY SPACING (N) SIMPSON LU210 AT DAMAGED OR NOTCHED JOIST END FIELD VERIFY LOCATIONS 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 5 P M PARTIAL OVERALL PLAN (BASEMENT LEVEL) S2.2 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 3/16" = 1'-0"1 BASEMENT OVERALL PLAN Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 S S S S S S S D S S S SS S S S S S S SS S S S SS SS S S S S S S SS S F F T T T T T S CM CM CM CM TV EV TV 7'-10" 7'-0" RAMP UP 1'-4"UP(7R) 4'-4" DN(8R) 5'-0" UP(19R) 11'-0"DN(14R) 8'-10" UP(19R) 11'-0" UP(19R) 11'-0" DN(16R) 8'-10" 8'-3" UP(19R) 11'-0" EVAPORATOR REFRIGERATOR FREEZER EVAPORATOR ELEVATOR REPLACE (E)CRACKED OR DAMAGED 2x DECKING BOARDS. FIELD VERIFY. NEW DECK BOARDS TO EXTEND ACROSS A MIN OF (3) JOIST AND BUTT TO ADJACENT DECK BOARDS 2 #10 GALV DECK SCREWS TO EA JOIST REPLACE EXISTING CRACKED OR DAMAGED 2x DECKING BOARDS. FIELD VERIFY. NEW DECK BOARDS TO EXTEND ACROSS A MIN OF (3) JOIST AND BUTT TO ADJACENT DECK BOARDS 2 #10 GALV DECK SCREWS TO EA JOIST 1 S5.1 (N) 2x10 @ EXIST DAMAGED JOIST END LAP TO (E) FIELD VERIFY 1 S5.1 SIM (N) 2x10 EA SIDE @ EXIST DAMAGED DBL JOIST END LAP TO (E) FIELD VERIFY (N) 2x FACIA BOARD TO MATCH EXIST N 1 REMOVE AND REPLACE (E) 4x4 POST FULL HEIGHT TO DECK RAIL ABOVE. INSTALL NEW POST BASE 1 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 5 P M OVERALL PLAN (FIRST LEVEL) S2.3 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 3/16" = 1'-0"1 FIRST LEVEL OVERALL PLAN Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 REMOVE AND REPLACE EXISTING DAMAGED 4X6 FACIA BOARD AT ALL BALCONTTES FRONT AND BACK ELEVATIONS REMOVE AND REPALCE EXISTING RAILING TO MATCH AT ALL BALCONETTES AT FRONT AND ELEVATIONS REMOVE AND REPLACE EXISTING 1x DECKING AT ALL BALCONTTES FRONT AND BACK ELEVATIONS 3 S5.1 3 S5.1TYP TYP REMOVE AND REPLACE(E) 4x4 POST FULL HEIGHT TO DECK RAIL ABOVE INSTALL NEW POST BASE PER SO. PINE #1 /5 S4.1 3 S5.1 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 7 P M EXTERIOR WALL ELEVATIONS S3.2 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 1/4" = 1'-0"1 EXTERIOR ELEVATION SCALE : 1/4" = 1'-0"2 EXTERIOR ELEVATION Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 E1 LODGE ELEVATION D (N) 8" CONC WALL AND FOOTING S4.1 6 4 S4.1 STEPPED FTG PER /3 S4.1 1 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 7 P M EXTERIOR WALL ELEVATIONS S3.3 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 1/4" = 1'-0"1 EXTERIOR ELEVATION Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 S S S S S S TYPE OF STANDARD HOOK BAR SIZE MINIMUM INSIDE BEND DIAMETER, IN STRAIGHT EXTENSION [1] ℓEXT, IN TYPE OF STANDARD HOOK 90-DEGREE HOOK #3 THROUGH #8 6db #9 THROUGH #11 8db 12db ℓ EX T 9 0 ° B E N D db GREATER OF 4db AND 2.5 IN ℓEXT db 180-DEGREE HOOK 18 0 ° B E N D DIA M E T E R D I A M E T E R CO-006 NOTES: 1. ACI 318-14 TABLE 25.3.2. 2. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE. UNO ON PLANS. #14 THROUGH #18 10db #3 THROUGH #8 6db #9 THROUGH #11 8db #14 THROUGH #18 10db POINT AT WHICH BAR IS DEVELOPED ℓdh POINT AT WHICH BAR IS DEVELOPED ℓdh NORMAL WEIGHT BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 D 2 1/4"5" 3"8" 3 3/4"10 4 1/2"12 5 1/4" 6"1'-4" 9 1/2"1'-7 1/2" 10 3/4"1'-10" 12"2'-0 1/2" LIGHT WEIGHT 3000 4000 5000 3000 4000 5000 0'-9" 0'-11" 1'-2" 1'-5" 1'-8" 1'-10" 2'-1" 2'-4" 2'-7" 0'-8" 0'-10" 1'-0" 1'-3" 1'-5" 1'-7" 1'-10" 2'-1" 2'-3" 0'-7" 0'-9" 0'-11" 1'-1" 1'-3" 1'-5" 1'-8" 1'-10" 2'-0" 0'-11" 1'-3" 1'-6" 1'-10" 2'-1" 2'-5" 2'-9" 3'-1" 3'-5" 0'-10"0'-9" 1'-1" 1'-2"1'-4" 1'-7"1'-5" 1'-8" 1'-0" 1'-10" 1'-11"2'-1" 2'-4" 2'-5" 2'-8" 2'-1" 2'-8" 2'-11" STANDARD HOOK DEVELOPMENT LENGTH " " "l "h l dh 1'-2" 2" CLR MIN FACE OF CONCRETE 2" CLR MIN FACE OF CONCRETE NOTE: A. CASES 1 AND 2 WHICH DEPEND ON CLEAR CONCRETE COVER AND THE CENTER-TO-CENTER SPACING OF THE BARS ARE DEFINED AS: CASE 1: COVER AT LEAST 1db AND CLEAR SPACING AT LEAST 2db. CASE 2: COVER LESS THAN 1db OR CLEAR SPACING LESS THAN 2db. 2. FOR STAGGERED SPLICES, CLEAR SPACING SHOWN IN DIAGRAM MAY BE USED TO DETERMINE CASE 1 OR CASE 2 PER NOTE 1. UNO ls 6" M A X 1 1 / 2 " M I N 1:6 MAXIMUM SHOP OFFSET BEND AS REQUIRED OR WHERE SHOWN ON PLANS. SPACING CLEAR NON-CONTACT LAP SPACING CLEAR SPACING CLEAR CO-022 NOTES: 1. D = DEPTH OF FOOTING 2. S = 1'-6" MAX, UNO 3. Ld = DEVELOPMENT TENGTH 4. SEE FOR ADDITIONAL INFORMATION. / -- NOTE: 1. SEE FOR BALANCE OF INFORMATION. / -3B FLOORLINE EL = PER PLAN FLOORLINE EL = PER PLAN REINF TO MATCH FOOTING REINF SIZE & SPACING BEND AS REQ'D #4 @ 18" OC (2) MINIMUM TYP 2 x S MIN TYPS MIN D TYP 3" CLR TYP 1'-6" MIN TYP 2 x S MIN FTG REINF PER PLAN D D PER Ld PER Ld TYP 0 " PER CLASS B SPLICE FTG REINF PER PLAN 8" 1' - 0" 24" MIN 8" (E) STEM WALL #4 EPOXY DOWEL BAR @ 12" OC 3" EMBED #5 @ 16 VERT @ HORIZ 6 " 3" 3' - 0" 36" ± FIELD VERIFY 2 " M I N 1 (E) WALL SIMPSON ABWZ44 W/ 1/2" DIA. HILTI TZ2 ST. STL 3" EMBED (N) CONC FTG (E) WALKWAY FILL CRACK WITH CONCRETE GROUT SIKAGROUT 212 OR SIMILAR (E) CONC STEM WALLFOOTING CRACK 1 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 7 P M TYPICAL CONCRETE DETAILS S4.1 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 1" = 1'-0"1 STANDARD HOOK GEOMETRY - BARS DEVELOPED IN TENSION SCALE : 1" = 1'-0"2 TYPICAL LAP SPLICES 2A CO-003A - TYPICAL LAP SPLICES 2B CO-003B - TYPICAL LAP SPLICES SCALE : 1" = 1'-0"3 STEPPED FOOTING DETAIL WITH BOTTOM REINFORCEMENT ONLY 3B SECTION 3C PLAN SCALE : 1" = 1'-0"4 DETAIL SCALE : 1 1/2" = 1'-0"5 DETAIL SCALE : 1 1/2" = 1'-0"6 DETAIL Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022 4" (E) JOIST DAMAGE (E) 2x FASCIA (3) 10d EA SIDE 2x BLK BEHIND (N) 2x FULL LENGTH FACE OF BLDG (2) 16d (N) 2x 2x BLK FACE OF FASCIA (E) DECKING (E) 2x SIMPSON "LU210" (2) 16d EA BLK 2x BLK EA SIDE FLUSH TO FACE OF STUD #10, TYP (N) 2x FACIA TO MATCH EXIST (3) 16d FN TO EA JST 10d @ 16" (N) 2x6 CONT TOP RAIL (E) 2x6 TOP SKIRT (E) 2x2 @ 8" +/- REPLACE ROTTEN BOARDS AS REQD REDO THE MATCH EXIST (E) 2x6 SHOE 16d SLANT NAIL BTWN 2x2 (E) 1x6 (E) 4x 5 S5.1 (E) 2x4 STUD 2-16d TYP SIMPSON A35 FLAT 2x6 (N) 4x6 BLK SIMPSON A34 2x 6 SIMPSON A34 EA SIDE(E) 2x6 RAIL CONT (E) 2x6 TOP SKIRT CONT (E) 2x2 @ 6" +/- (E) 2x10 RIM JST (E) 2x BLKG REMOVE AND REINSTALL (E) 2x DECKING (E) 2x JST (E) 1/2" Ø THRU BOLTS REMOVE AND REINSTALL (N) 4x4 (E) 4x JST SIMPSON A34 (N) 4x FACIA TO MATCH (E) 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com TH E S E C A D D O C U M E N T S H A V E B E E N C R E A T E D F R O M O R I G I N A L A R C H I T E C T U R A L P L A N S P R O V I D E D B Y T H E O W N E R . C O N T R A C TO R / S U B C O N T R A C T O R S H A L L F I E L D V E R I F Y A L L C O N D I T I O N P R I O R T O C O M M E N C E M E N T O F A N Y S P E C I F I E D W O R K . A N Y DI S C R E P A N C I E S T H A T M A Y I M P A C T D E S I G N , S H A L L B E B R O U G HT T O A R C H I T E C T S A T T E N T I O N . 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture T Y N E R H O U S T O N / 90505 2630 Sepulveda Blvd. FAX 310 PL O T D A T E : K: \20 1 9 \19 0 0 6 1 7 - Hi l t o n S D B a y f r o n t - Ma r k e t B u f f e t E v e n t S p a c e \6 S R e v i t STRUCTURAL REPAIRS - 11/08/21 ISSUE: DATE: DESIGN DEVELOPMENT SET 05/19/21 STRUCTURAL REPAIRS 11/08/21 PLAN CHECK REVISIONS 01/25/221 1/ 2 5 / 2 0 2 2 2 : 5 1 : 5 8 P M TYPICAL FRAMING DETAILS S5.1 Historic Crag's Lodge By Diamond Resorts 300 Riverside Dr, Estes Park, CO 80517 MAINTENANCE AND ADA UPGRADES SCALE : 1" = 1'-0"1 DETAIL SCALE : 3" = 1'-0"2 DETAIL SCALE : 1" = 1'-0"4 DETAIL SCALE : 1" = 1'-0"5 DETAIL SCALE : 1" = 1'-0"3 DETAIL 1 1 1 Signed 01-25-2022 Reviewed by SAFEbuilt 02/04/2022