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Home My WebLink AboutPLANS 23-400 1401 Beach Ln, remodel 2023-08-01PROJECT INFORMATION AND DEMOLITION PLANS MAIN LEVEL DEMOLITION PLAN SCALE: 1/8" = 1'-0"NBASEMENT DEMOLITION PLAN SCALE: 1/8" = 1'-0"N MASTER BEDROOM GUEST BEDROOM #1 GUEST BEDROOM #2 GUEST BEDROOM #3 DINING LIVING ROOM PORCH PATIO MECHANICAL DECK SHEET INDEXPROJECT TEAMPROJECT NARRATIVE AND SUMMARY KITCHEN EXISTING CONCRETE SLAB AND C.M.U. RETAINING WALLS TO REMAIN LADDER UP TO BE REMOVED A1 A2 A3 A4 A5 PROJECT INFORMATION AND NEW FLOOR PLANS ENLARGED MAIN LEVEL FLOOR PLAN ELECTRICAL LAYOUT LIGHTING LAYOUT CLIENTS / OWNERS MARK OTTESEN SCOTT LIBENGUTH GENERAL CONTRACTOR ALDRICH BUILDERS MICHAEL ALDRICH DESIGNER & CONSTRUCTION DOCUMENTS ALDRICH BUILDERS JOHN P BOSTRON STRUCTURAL ENGINEER VAN HORN ENGINEERING FRANK ROBERTS, PE EXISTING COLOR KEY NEW DEMOLITION BY OWNER SQUARE FOOTAGES LIVING SPACE 1531 sqft GARAGE FRONT PORCH 512 sqft 99 sqft FRONT PATIO BACK DECK CRAWLSPACE 676 sqft 499 sqft 115 sqft EARTH FLOOR CRAWLSPACE REMOVE EXISTING FURNACE AND INSTALL NEW ON MAIN LEVEL REMOVE EXISTING WATER HEATER AND INSTALL NEW ON MAIN LEVEL EXISTING SUMP PUMP TO REMAIN NEW 30" x 30" ACCESS PANEL FROM LAUNDRY ROOM ABOVE REFER TO STRUCTURAL NEW 30" x 30" ACCESS PANEL TO CRAWLSPACE BELOW REFER TO STRUCTURAL S1 STRUCTURAL A6 SCHEMATIC INTERIOR ELEVATIONS THIS HOME IS A THIRD GENERATION HOUSE THAT WAS BUILT IN 1956, AND HAS BEEN A SUMMER VACATION ESCAPE FOR THE FAMILY IN THE DECADES EVER SINCE. THE FAMILY HAS DECIDED TO MAKE THIS THEIR FULL-TIME YEAR-ROUND RESIDENCE. DUE TO THE PRESENCE OF ASBESTOS, A COMPLETE "GUT" OF THE INTERIOR IS REQUIRED. EVERYTHING WILL BE BROUGHT DOWN TO STUDS, AND NEW FINISHES WILL BE DONE THROUGHOUT THE HOME, WITH THE EXCEPTION OF THE MAIN BATHROOM, WHICH WAS REMODELED A COUPLE OF YEARS AGO. THE MAJORITY OF THE WORK WILL BE BUT NOT LIMITED TO: NEW INSULATION, GYP BD, PAINT, FLOORING, ELECTRICAL, CABINETRY, NEW WINDOWS, LIGHTING, APPLIANCES, MECHANICAL EQUIPMENT, ETC. THE EXTERIOR WILL REMAIN THE SAME, EXCEPT FOR SMALL AREAS OF PATCHING, AND PAINTING THE ENTIRE STRUCTURE. A NEW FURNACE AND WATER HEATER WILL BE INSTALL IN A DIFFERENT LOCATION ON THE MAIN LEVEL. ALL DUCTWORK AND PLUMBING LINES ARE TO REMAIN IN PLACE UNLESS DICTATED BY CONDITIONS, RELOCATION, AND INSTALLER RECOMMENDATIONS. ALL WORK WILL BE DONE THRU ALDRICH BUILDERS, BY PROPERLY LICENSED & INSURED CONTRACTORS. REMOVE EXISTING CABINET AND STEP REMOVE EXISTING DOOR, WINDOW, AND WALL AS SHOWN REMOVE EXISTING SHELF CABINET REMOVE EXISTING WALL BETWEEN WINDOWS TO EXPOSE EXISTING POST REMOVE EXISTING WINDOWS AND PREP FOR NEW REMOVE EXISTING WINDOWS AND PREP FOR NEW REMOVE EXISTING POST ONCE NEW BEAMS ARE INSTALLED AND SECURE REPLACE EXISTING ELECTRICAL PANEL REMOVE EXISTING WINDOWS AND PREP FOR NEW REMOVE EXISTING CABINETRY, FIXTURES, AND WALLS AS SHOWN REMOVE EXISTING CABINETS AND APPLIANCES REMOVE EXISTING WINDOWS AND PREP FOR NEW REMOVE EXISTING WINDOWS AND PREP FOR NEW REMOVE EXISTING CABINETRY AS SHOWN REPLACE (3) SKYLITES REMOVE EXISTING WALLS AND DOOR EXISTING FIREPLACE TO REMAIN CAREFULLY REMOVE ALL DOORS AND STORE AWAY FROM CONSTRUCTION. CLEAN-UP AND RE-STAIN PRIOR TO RE-INSTALLING IN EXISTING LOCATIONS. TYPICAL ALL LOCATIONS AS SHOWN. REMOVE ACCESS OPENING EXISTING BATHROOM TO REMAIN GARAGE REMOVE EXISTING LAUNDRY WATER LINES AND DRAIN REMOVE EXISTING DOORS AND REPLACE AS SHOWN ON SHEET A3 EXISTING GAS METER TO REMAIN REPAIR OR REPLACE UNDERGROUND LINE REMOVE EXISTING DISH REMOVE EXISTING VENTS AS NEEDED EXISTING PHONE SERVICE BOX REMOVE EXISTING OVERHEAD GARAGE DOOR REPLACE WITH NEW REMOVE EXISTING WALLS AND DOORS AS SHOWN FOR NEW MECHANICAL CLOSET EXISTING EXTERIOR LIGHTING NOTE • REMOVE ALL EXISTING EXTERIOR LIGHTING. INCLUDING BUT NOT LIMITED TO: DECK LIGHTS, SCONCES, RECESSED CANS, SOLAR, ETC. • THEY WILL BE REPLACED WITH NEW AS SHOWN ON THESE PLANS. ATTACHED DOCUMENTS: ENERGY ANALYSIS, WINDOW CUT-SHEETS, ASBESTOS REPORT A1 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS PROJECT INFORMATION AND DEMOLITION PLANS SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION Reviewed by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 08/16/2023 Electrical permit to be obtained through the state of Colorado, all electrical inspections performed by state inspectors PROPERTY INFORMATIONPROJECT GENERAL NOTES MAIN LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0"NBASEMENT FLOOR PLAN SCALE: 1/8" = 1'-0"N MASTER BEDROOM GUEST BEDROOM #1 GUEST BEDROOM #2 LAUNDRY ROOM DINING LIVING ROOM PORCH PATIO CRAWLSPACE EARTH FLOOR CRAWLSPACE DECK KITCHEN EXISTING CONCRETE SLAB AND C.M.U. RETAINING WALLS TO REMAINEXISTING SUMP PUMP TO REMAIN EXISTING COLOR KEY NEW DEMOLITION BY OWNER SQUARE FOOTAGES LIVING SPACE 1531 sqft GARAGE FRONT PORCH 512 sqft 99 sqft FRONT PATIO BACK DECK CRAWLSPACE 676 sqft 499 sqft 115 sqft ADDRESS:1401 BEACH LANE ESTES PARK, CO 80517 OWNER:OTTESEN TRUST 1090 43RD AVE - UNIT 105 GREELEY, CO 80634 PARCEL #:2519405050 SUBDIVISION:3020 - GRAND ESTATES NEIGHBORHOOD:GRAND ESTATES JURISDICTION:TOWN OF ESTES PARK TAX DISTRICT:3303 ZONE:E1 - ESTATE TYPE:RESIDENTIAL OCCUPANCY:SINGLE FAMILY PROPERTY SIZE:1.66 ACRES YEAR BUILT:1956 STORIES:1 HOUSE SIZE:1531 SQFT GARAGE SIZE:512 SQFT DECKS, PATIOS, ETC: 1274 SQFT EXISTING 4 BEDROOMS CONTAINS:2 BATHROOMS 1 KITCHEN 1 LIVING ROOM 1 LAUNDRY FOUNDATION:UNFINISHED CRAWLSPACE ELECTRICITY:ESTES PARK LIGHT AND POWER WATER:TOWN OF ESTES PARK SEWER:PRIVATE SEPTIC GAS:EXCEL INTERNET:TRAILBLAZER (FUTURE) TRASH:PRIVATE BY OWNER 1)ALL DIMENSIONS ARE FROM FACE OF STRUCTURE TO FACE OF STRUCTURE, UNLESS NOTED OTHERWISE. 2)THIS IS A REMODEL / ADDITION TO AN EXISTING STRUCTURE AND DIMENSIONS MAY NEED TO BE ADJUSTED IN FIELD. ALL DIMENSIONS MARKED WITH ± ARE APPROXIMATE. 3)INSPECT AND VERIFY EXISTING CONDITIONS. NOTIFY G.C. OF ANY DISCREPANCIES OR QUESTIONS. 4)ALL WORK SHALL COMPLY WITH LOCAL CODES AND REGULATIONS. 5)MAINTAIN A CLEAN AND SAFE WORK-SITE AT ALL TIMES. G.C. AND SUB-CONTRACTORS TO CLEAN UP CONSTRUCTION DEBRIS ON A REGULAR BASIS. 6)INSTALL 2x8 BLOCKING FOR ACCESSORIES IN LOCATIONS TO BE COORDINATED WITH G.C. AND CLIENT/ OWNER. 7)AN ASBESTOS TEST WAS PERFORMED IN MARCH OF 2023 BY EARTH ENERGY ENVIRONMENT. ASBESTOS WAS DISCOVERED IN SOME MATERIALS. REFER TO ATTACHED REPORT FOR RESULTS AND ABATEMENT METHODS. ALL ABATEMENT WILL BE PERFORMED AS DICTATED BY LOCAL REGULATIONS. THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND THE ENVIRONMENT REQUIRES ANY ASBESTOS-CONTAINING MATERIAL THAT IS FRIABLE OR WILL BE MADE FRIABLE DURING DEMOLITION/RENOVATION ACTIVITIES BE REMOVED PRIOR TO DEMOLITION OR RENOVATION. 8)ALL INTERIOR WALLS TO BE 2x4 AT 16" O.C. UNLESS NOTED OTHERWISE. INSTALL SOUND INSULATION ON ALL LOCATIONS. 9) INSPECT ALL EXISTING STRUCTURE AND NOTIFY G.C. OF ANY OBVIOUS ISSUES. REPAIR AS NEEDED WITH THE CONSULTATION OF A STRUCTURAL ENGINEER. NEW 30" x 30" ACCESS PANEL FROM LAUNDRY ROOM ABOVE REFER TO STRUCTURAL SPRAY FOAM INSULATION MIN R20 ABOVE GRADE MIN R15 BELOW GRADE MIN R20 AT RIM NEW 30" x 30" ACCESS PANEL TO CRAWLSPACE BELOW REFER TO STRUCTURAL NEW POSTS FROM ABOVE ON TOP OF NEW CONCRETE PAD REFER TO STRUCTURAL VERIFY BLOCKING AND FULLY GROUTED C.M.U. CELLS BELOW NEW STEEL POSTS REFER TO STRUCTURAL REPLACE EXISTING ELECTRICAL PANELINSULATION NOTES & INFORMATION ROOF COMPLETELY FILL VOID BETWEEN EXISTING 2x8 RAFTERS WITH CLOSED CELL SPRAY FOAM. APPROX R- VALUE OF R50. EXTERIOR WALLS COMPLETELY FILL VOID BETWEEN EXISTING 2x4 STUDS WITH CLOSED CELL SPRAY FOAM. APPROX R-VALUE OF R24. INTERIOR WALLS INSTALL SOUND BATT INSULATION ON ALL WALLS. EXTERIOR DOORS & WINDOWS MAX U-VALUE OF U-0.32. BASEMENT/CRAWLSPACE INSULATE AS SHOWN ON SHEET A2. CAREFULLY REMOVE ALL DOORS AND STORE AWAY FROM CONSTRUCTION. CLEAN-UP AND RE-STAIN PRIOR TO RE-INSTALLING IN EXISTING LOCATIONS. TYPICAL ALL LOCATIONS AS SHOWN. FILL IN OPENING IN FLOOR REPLACE (3) SKYLITES EXISTING BATHROOM TO REMAIN ADD NON-STRUCTURAL FRAMING AND BLOCKING IN EXISTING GARAGE AS NEEDED FOR NEW DRYWALL INSTALLATION INSULATED NON-CONDITIONED GARAGE INSTALL R13 BATT INSULATION IN 2x4 EXTERIOR WALLS INSTALL MIN R39 BLOWN-IN CELLULOSE IN ATTIC GARAGE NEW ATTIC ACCESS APPROX LOCATION OF OPTIONAL NEW WHOLE HOUSE FAN NEW HOSE BIB EXISTING HOSE BIB TO REMAIN EXISTING HOSE BIB TO REMAIN EXISTING GAS METER TO REMAIN REPAIR OR REPLACE UNDERGROUND LINE COORDINATE LOCATION AND INSTALL OF NEW DISH NETWORK RECEIVER ADD BLOCKING AND WIRING AS NEEDED PATCH STONE VENEER EXISTING PHONE SERVICE BOX REPAIR AND REPAINT EXISTING DECK NEW OVERHEAD GARAGE DOORWATER MAIN SHUT-OFF FAUX BEAMS REFER TO SHEET A4 A2 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS PROJECT INFORMATION AND NEW FLOOR PLANS SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION Insulation shall be completely covered with a thermal barrier R316.5.4 Air barrier behind fireplace MAINTAIN ALL REQUIRED CLEARANCES TO GAS APPLIANCES Temper glazing for wet location Maximize 7.75" rise at step Reviewed by SAFEbuilt 08/16/2023 GUEST BEDROOM #2 12'-4" x 11'-6" MAIN LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0"N GUEST BEDROOM #1 10'-4" x 11'-6" LAUNDRY 8'-3" x 10'-3"MASTER BEDROOM 13'-6" x 15'-0" KITCHEN 11'-1" x 8'-7" DINING 9'-7" x 8'-4" GARAGE 23'-11" x 21'-0" PORCH CONCRETE LIVING ROOM 25'-4" x 14'-8" DECK WOOD PATIO CONCRETE BATHROOM 7'-8" x 7'-8" BATHROOM 6'-11" x 5'-11" EXISTING TO REMAIN CUBBIES DOUBLE ROD & SHELF DOUBLE ROD & SHELF CUBBIES SINGLE ROD & SHELF EGRESSEGRESS 8741 EG R E S S 87 4 1 8741 4123 EGRESS 8741 42 4 1 (2) 4429 7941 96 8 0 (3) 442999 5 2 NE W 36 " D O O R EX I S T I N G D O O R TO R E M A I N REFG 8752 STEAM UNIT BELOW WITH LINEN CABINET ABOVE VERIFY DIMENSIONS NEEDED FOR STEAM UNIT BENCH WITH WALL NICHESTEAM SHOWER HALLWAY BENCH AND DISPLAY CABINETRY NEW STEP REPLACE (3) SKYLITES NEW 30" x 30" ACCESS PANEL TO CRAWLSPACE BELOW REFER TO STRUCTURAL REPLACE O.H.D. OPENER WITH NEW NEW OVERHEAD GARAGE DOOR A WINDOW & DOOR INFORMATION A • REPLACE EXISTING WINDOW WITH NEW • SAME OPENING WIDTH & HEIGHT • REPLACE EXISTING WINDOW WITH NEW • SAME WIDTH, TALLER HEIGHT • REPLACE EXISTING WINDOW WITH NEW • NARROWER WIDTH, TALLER HEIGHT • FRAME IN REMAINDER OF OPENING • REPLACE EXISTING WINDOW AND DOOR WITH NEW SLIDING PATIO DOOR • REFER TO STRUCTURAL FOR HEADER B C D B A BB B C D E A B A OPTIONAL NEW STONE VENEER FLOOR TO CEILING REPLACE EXISTING ELECTRICAL BOX • REPLACE EXISTING WINDOW WITH NEW • NARROWER WIDTH, SAME HEIGHT • FRAME IN REMAINDER OF OPENING E 8752 E DW 2'-4" BETWEEN WINDOWS STACK WASHER & DRYER VERIFY DOOR SWING MATCHES DRAWING EXISTING CABINET TO REMAIN FIR OUT 2x6 WALL FOR PLUMBING CONNECTIONS & CHASE NEW BEAM REFER TO SHEET A4 (2) STEEL PIPE COLUMNS REFER TO STRUCTURAL FIR OUT 2x4 WALL FOR STRUCTURAL 6'-0"9'-6" 2x4 HALF WALL FOR CABINETS 2' - 0 " 3½" 3'-3" 4'- 7 " F R A M E 4'- 6 " C L E A R 1'-1" MIN FIR OUT 2x4 WALL FOR NICHE (2) STEEL PIPE COLUMNS REFER TO STRUCTURAL FAUX BEAMS REFER TO SHEET A4 4'- 6 " 8'- 7 " KING QUEEN KI N G NE W 28 " D O O R 46"-50" T.V. ON FULL-MOTION WALL MOUNTED ARM BRACKET EXISTING STONE VENEER TO REMAIN AS-IS EXISTING STONE VENEER TO REMAIN AS-IS REPAINT ALL EXTERIOR SIDING, TRIM, SOFFITS, FASCIA, ETC REPAIR AS NEEDED REPAINT ALL EXTERIOR SIDING, TRIM, SOFFITS, FASCIA, ETC REPAIR AS NEEDED STRIP AND REPAINT EXISTING FIREPLACE STONE REPAIR AND REPAINT EXISTING DECK CEILING VAULT CE I L I N G VA U L T FILL IN OPENING IN FLOOR CE I L I N G VA U L T ADD NON-STRUCTURAL FRAMING AND BLOCKING IN EXISTING GARAGE AS NEEDED FOR NEW DRYWALL INSTALLATION INSULATED NON-CONDITIONED GARAGE INSTALL R13 BATT INSULATION IN 2x4 EXTERIOR WALLS INSTALL MIN R39 BLOWN-IN CELLULOSE IN ATTIC NEW ATTIC ACCESS APPROX LOCATION OF OPTIONAL NEW WHOLE HOUSE FAN 3 1 2 SKYLIGHT INFORMATION 1 22" x 28" 2 16" x 38" 3 16" x 34" ALL DIMENSIONS ARE APPROXIMATE. VERIFY PRIOR TO ORDERING. 34"-38" T.V. ON FULL-MOTION WALL MOUNTED ARM BRACKET NEW HOSE BIB EXISTING HOSE BIB TO REMAIN EXISTING HOSE BIB TO REMAIN RO D & S H E L F RO D & S H E L F R& S SHOWER HEAD ON ADJUSTABLE RAIL FULL-HEIGHT GLASS SHOWER DOOR PATCH STONE VENEER 34"-38" T.V. ON FULL-MOTION WALL MOUNTED ARM BRACKET COORDINATE LOCATION WITH CLIENT R.O. WATER SYSTEM FURN WH 3'-2" 5/8" TYPE-X GYP BD ON WALLS AND CEILING OF MECHANICAL CLOSET 2' - 3 " ± NEW PAIR OF DOORS (2) 32" SLABS OVERALL 64" WIDE 20-MIN FIRE RATED WATER MAIN SHUT-OFF 5'-9" CABINETS 9' - 0 " 1'- 3 " MI N A3 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS ENLARGED MAIN LEVEL FLOOR PLAN SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION MIN. CLEAR WINDOW OPENING 5.7 SQ. FT.MIN. CLEAR WINDOW OPENING 5.7 SQ. FT. MIN. CLEAR WINDOW OPENING 5.7 SQ. FT. TEMPERED GLASS WATER HAMMER ARRESTORS REQUIRED @ WASHER VALVES TOTAL DEVELOPED LENGTH OF DRYER VENT SHALL BE MAXIMUM 35' IDENTIFIED WITH A LABEL WITHIN 6' OF DRYER COMBUSTION AIR REQUIRED (1 HIGH; 1 LOW) ATTACH COPY OF ENERGY COMPLIANCE TO ELECTRICAL PANEL Max sill height 44" Max sill height 44"Max sill height 44" Reviewed by SAFEbuilt 08/16/2023 FLOOR FINISHES SCALE: 1/16" = 1'-0" CARPET 246 SQFT CARPET 139 SQFT CARPET 163 SQFT LVT-LVP 98 SQFT LVT-LVP 664 SQFT FLOOR TILE 31 SQFT SHOWER TILE FLOOR, WALLS, AND CEILING QUARTZ SEAT AND THRESHOLD 30" RANGE 24" DW 15"15" NEW RIDGE BEAM DETAIL 15" KITCHEN CABINET ELEVATIONS SCALE: 1/4" = 1'-0" MASTER CLOSET SCALE: 1/4" = 1'-0" MASTER BATHROOM SCALE: 1/4" = 1'-0" LAUNDRY ROOM SCALE: 1/4" = 1'-0" HALLWAY DISPLAY SCALE: 1/4" = 1'-0" 22" ±18"FILL21"FILL 18"21"21" ± 72 " 36 " 18" DEEP 12" DEEP 18" DEEP 36 " 48 " FILL FILL 52" ±FILLFILL 36 " FILL 21" DEEP24" DEEP 36 " 18 " 30 " FILL FILL FILL 84 " 75" ±31" CLEAR 24" DEEP 18"18"36"36" REFGLEG 24" DEEP 36 " 18 " 72 " 24"15"36" SINK 24" DEEP 36 " 84 " 39"39" 24"15 ± 36 " 45½" ± 84 " 36 " SCALE: 1" = 1'-0" 36 " 18 " 36"36"LEG 24" DEEP 12" DEEP 36" 12½" ± APPROX 8'-2" BOTTOM OF BEAM TO SUBFLOOR 18 " (2) 18" LVLs ON EACH SIDE OF EXISTING BEAM REFER TO STRUCTURAL EXISTING BEAM TO REMAIN REPLACE EXISTING SKYLITE WRAP BEAM IN GYP BD PAINT TO MATCH CEILING BLOCKING BETWEEN LVLs DASHED LINE REPRESENTS FAUX BEAMS BEYOND (2) 2x8's STACKED TO BE WRAPED IN GYP BD PAINT TO MATCH CEILING MIRROR BY OWNER VANITY LIGHT STACK WASHER & DRYER VERIFY DOOR SWING MATCHES DRAWING STEAM UNIT BELOW WITH LINEN CABINET ABOVE VERIFY DIMENSIONS NEEDED FOR STEAM UNIT GLASS DOORS WITH GLASS SHELVES "HOCKEY PUCK" or "WAFER" L.E.D. LIGHT IN CABINET COUNTERTOP OVERHANG WITH FLAT STEEL STRAP BRACINGMICROWAVE DRAWER TRASH DRAWER PENDANT LIGHTS GLASS DOORS WITH GLASS SHELVES IMPORTANT CABINET NOTE PRIOR TO ORDERING, CABINET BUILDER TO VERIFY ALL DIMENSIONS AND ENSURE NEW CABINETS COINCIDE WITH EXISTING AND NEW DIMENSIONS & CONDITIONS ROD & SHELF ROD & SHELF CUBBIES DASHED LINE REPRESENTS FAUX BEAMS BEYOND (2) 2x8's STACKED TO BE WRAPED IN GYP BD PAINT TO MATCH CEILING "HOCKEY PUCK" or "WAFER" L.E.D. LIGHTS (2) CABINETS SWITCH WITH DIMMER AS SHOWN ADD BLOCKING BETWEEN RAFTERS ABOVE NEW L.V.L. BEAMS ADD SIMPSON H2.5 CLIPS FROM EXISTING RAFTERS TO NEW L.V.L. ALL OF THIS CLOSET SHELVING TO BE PAINTED M.D.F. OR O.S.B. 18 " 29"40" ± 24" DEEP - VERIFY 24" DEEP 12" DEEP BENCH SEAT WITH STORAGE BELOW OPEN CUBBIES TILT OUT TRAY 21" 24" DEEP FILL FILL66" 84 " 12" DEEP (4) CLOSETS ARE ON EXISTING RAISED PLATFORMS TRIM OR SOFFIT AT VENT HOOD CHASE TO BE DESIGNED NEW RIDGE BEAM A4 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS SCHEMATIC INTERIOR ELEVATIONS SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION Reviewed by SAFEbuilt 08/16/2023 TV G G TV G TV G TV B THERMOSTATS & FURNACE • NEW FURNACE TO UTILIZE EXISTING DUCTWORK AND BE ZONED AS-IS • EXISTING THERMOSTATS ARE NOT SHOWN ON THESE DRAWINGS • REPLACE ALL EXISTING THERMOSTATS WITH NEW "SMART" DEVICES ELECTRICAL SYMBOLS MAIN LEVEL ELECTRICAL LAYOUT SCALE: 1/8" = 1'-0"NBASEMENT ELECTRICAL SCALE: 1/8" = 1'-0"N ELECTRICAL GENERAL NOTES 1) CLIENT, DESIGNER, AND G.C. TO WALK THE PROJECT WITH ELECTRICIAN TO VERIFY ALL LOCATIONS PRIOR TO ROUGH-IN. 2) LOCATIONS SHOWN ARE APPROXIMATE, AND BASED UPON DESIRED PLACEMENT. 3) LOCAL CODES AND REGULATIONS TAKE PRECEDENCE OVER ITEMS SHOWN ON THIS DRAWING. 4) ITEMS NOT SHOWN ON THIS DRAWING THAT ARE REQUIRED BY CODE AND REGULATION SHALL BE DISCUSSED WITH CLIENT, DESIGNER, AND G.C. PRIOR TO ROUGH-IN. 5) HEIGHTS OF BOXES SHALL BE STANDARD HEIGHT ABOVE FLOOR, COUNTERTOP, OR AS NOTED OTHERWISE. 6) ALL EXTERIOR LIGHTING MUST MEET DARK SKY REQUIREMENTS. SUBMIT SPECIFICATIONS OF EACH LIGHT TO G.C. PRIOR TO PERMIT SUBMITTAL. EXISTING TO REMAIN REPLACE EXISTING ELECTRICAL BOX INTERNET CONNECTION, MODEM, ROUTER, WI- FI - COORDINATE WITH CLIENT THERMOSTAT WIRELESS DOOR BELL - BUTTON AND CHIME WIRELESS SECURITY CAMERAS BY OTHERS - - - STANDARD DUPLEX OUTLET - 110V 220V OUTLET ENTERTAINMENT QUAD-PLEX OUTLET AND TV & AUDIO - COORDINATE WITH CLIENT AND ESTES PARK COMPUTERS GAS CONNECTION L.P. OR N.G. OUTLET IN CEILING OR SOFFIT ABOVE POWER FOR STEAM SHOWER FUTURE ELECTRIC CAR CHARGER FUTURE AIR COMPRESSOR COORDINATE LOCATION WITH CLIENT HOOD REFG MWDWDISP DUAL FUEL RANGE ELECTRICIAN TO DESIGN OUTLET CONFIGURATIONS ON ISLAND TO MEET ALL CODES POWER FOR FURNACE POWER FOR WATER HEATER POWER FOR SUMP-PUMP T OUTLET & INTERNET ABOVE SHELF ELECTRIC HEAT MAT UNDER FLOOR TILE T ELECTRICAL FOR EXISTING GAS FIREPLACE OVERHEAD DOOR OUTLET, KEYPAD, AND BUTTON OUTLET ON SIDE OF CABINET AT DECK LEVEL LIGHTED SWITCH SMOKE AND C.O. DETECTORS • ARE NOT SHOWN ON THESE DRAWINGS • ELECTRICIAN TO LOCATE AND INSTALL TO MEET ALL CODES T ELECTRIC HEAT MAT UNDER FLOOR TILE ENTERTAINMENT AT 60" A.F.F. REFER TO ELECTRICAL SYMBOLS KEY POWER FOR OPTIONAL WHOLE HOUSE FAN ENTERTAINMENT AT 60" A.F.F. REFER TO ELECTRICAL SYMBOLS KEYOUTLET ON LIVING ROOM SIDE OF HALF-WALL ENTERTAINMENT AT 80" A.F.F. REFER TO ELECTRICAL SYMBOLS KEY COORDINATE LOCATION WITH CLIENT CBB INTERNET NOTE G.C. TO COORDINATE INSTALLATION OF INTERNET WITH TRAILBLAZER AND ESTES PARK COMPUTERS PRIOR TO INSULATION & DRYWALL. WIRELESS DOOR BELL CAMERA BY OTHERS WIRELESS SECURITY CAMERS BY OTHERS SHOWN AS REMINDER ONLY QUANTITY AND LOCATIONS T.B.D. RO RUN 220 LINE TO EXTERIOR FOR FUTURE HOT TUB COORDINATE FINAL LOCATION WITH CLIENT OUTLET AT STANDARD HEIGHT A5 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS ELECTRICAL LAYOUT SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION SD/COD SD SD GFIC Reviewed by SAFEbuilt 08/16/2023 ? ? ? ? LIGHTING SYMBOLS MAIN LEVEL LIGHTING LAYOUT SCALE: 1/8" = 1'-0"NBASEMENT LIGHTING SCALE: 1/8" = 1'-0"N EXISTING TO REMAIN REPLACE EXISTING ELECTRICAL BOX ELECTRICAL GENERAL NOTES 1) CLIENT, DESIGNER, AND G.C. TO WALK THE PROJECT WITH ELECTRICIAN TO VERIFY ALL LOCATIONS PRIOR TO ROUGH-IN. 2) LOCATIONS SHOWN ARE APPROXIMATE, AND BASED UPON DESIRED PLACEMENT. 3) LOCAL CODES AND REGULATIONS TAKE PRECEDENCE OVER ITEMS SHOWN ON THIS DRAWING. 4) ITEMS NOT SHOWN ON THIS DRAWING THAT ARE REQUIRED BY CODE AND REGULATION SHALL BE DISCUSSED WITH CLIENT, DESIGNER, AND G.C. PRIOR TO ROUGH-IN. 5) HEIGHTS OF BOXES SHALL BE STANDARD HEIGHT ABOVE FLOOR, COUNTERTOP, OR AS NOTED OTHERWISE. 6) ALL EXTERIOR LIGHTING MUST MEET DARK SKY REQUIREMENTS. SUBMIT SPECIFICATIONS OF EACH LIGHT TO G.C. PRIOR TO PERMIT SUBMITTAL. OPTIONAL PENDANT VERIFY WITH CLIENT L.E.D. CEILING LIGHT - "PUCK" or "WAFER" DECORATIVE CEILING MOUNT LIGHT PENDANT LIGHT DECORATIVE CEILING LIGHT WITH FAN UNDER CABINET LIGHTING EXTERIOR WALL MOUNT SCONCE LIGHT. MUST BE DARK SKY COMPLIANT. BOX AT 7'-0" AFF. GARAGE OR SHOP CEILING LIGHT - FIXTURE TYPE T.B.D. EXHAUST FAN WITH LIGHT EXHAUST FAN ONLY SWITCH - TYPE T.B.D. STEP LIGHT - FIXTURE TYPE T.B.D. DIMMER SWITCH - WALL MOUNT VANITY LIGHT. BOX AT 7'-0" AFF. COORDINATE LOCATION WITH CLIENT LIGHT FIXTURE T.B.D. L.E.D. CEILING LIGHT - FLOOD or SPOT - "PUCK" or "WAFER" ? CEILING FAN ONLY NO LIGHT D D D D D D D D D D D D D D D LIGHTS IN CABINETS REFER TO SHEET A4 SWITCH ON BOTTOM OF FLOOR STRUCTURE ELECTRICIAN TO SELECT, PROVIDE, AND INSTALL PROPER STEP LIGHTING FOR EXISTING CONSTRUCTION IN THESE (3) LOCATIONS LIGHT IN CABINET REFER TO SHEET A4 EXHAUST FAN IN NEW WALL VENTED HORIZONTALLY THRU WALL TO EXTERIOR EXISTING EXTERIOR LIGHTING NOTE • REMOVE ALL EXISTING EXTERIOR LIGHTING. INCLUDING BUT NOT LIMITED TO: DECK LIGHTS, SCONCES, RECESSED CANS, SOLAR, ETC. • THEY WILL BE REPLACED WITH NEW AS SHOWN ON THESE PLANS. A6 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS LIGHTING LAYOUT SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION Reviewed by SAFEbuilt 08/16/2023 EX I S T I N G TO R E M A I N EXISTING RIDGE BEAM TO REMAIN EX I S T I N G R I D G E B E A M TO R E M A I N EX I S T I N G TO R E M A I N E X I S T I N G TO R E M A I N E X I S T I N G TO R E M A I N EX I S T I N G TO R E M A I N EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN ADD NON-STRUCTURAL FRAMING AND BLOCKING IN EXISTING GARAGE AS NEEDED FOR NEW DRYWALL INSTALLATION 3/16" MAIN LEVEL STRUCTURAL SCALE: 1/8" = 1'-0"NBASEMENT STRUCTURAL SCALE: 1/8" = 1'-0"N STRUCTURAL ENGINEER FRANK ROBERTS LICENSED COLORADO P.E. VANHORN ENGINEERING AND SURVEYING EXISTING RIDGE BEAM TO REMAIN NEW FOOTING BELOW NEW POSTS 30" SQUARE x 8" THICK CONCRETE PAD WITH (4) #4 REBAR EACH WAY 3" CLEAR FROM BOTTOM OF FOOTING ENSURE COLUMNS TO BEAR ON CMU (OR EXISTING BEARING PLATE), AT LOCATION OF NEW COLUMNS ABOVE THE C.M.U. CELL SHALL BE FULLY GROUTED WITH NON-SHRINK STRUCTURAL GROUT IF NOT GROUTED ALREADY EXISTING STRUCTURAL BEAM AND POST TO REMAIN 3" DIAMETER STANDARD WALL PIPE COLUMNS (3.5" O.D. SCHEDULE 40) -or- HSS3.500x0.203 STEEL COLUMN BOTH ENDS OF EACH NEW L.V.L. (2) 1.75"x18" L.V.L. BEAMS ON EACH SIDE OF EXISTING RIDGE EXISTING RAFTERS TO BEAR ON NEW L.V.L.s 3" DIAMETER STANDARD WALL PIPE COLUMN (3.5" O.D. SCHEDULE 40) -or- HSS3.500x0.203 STEEL COLUMN BOTH ENDS OF EACH NEW L.V.L. SISTER (2) 1.75" x 7.25" LVLs WITH EXISTING 2x8 FLOOR JOISTS ON EACH SIDE OF OPENING 2'-6" 2' - 6 " NEW OPENING 2x8 JOISTS AS SHOWN NEW SIMPSON LUS28 JOIST HANGERS AT CONNECTION POINTS - TYPICAL (2) NEW PIPE COLMNS FROM ABOVE DOWN TO NEW CONCRETE PAD 8' SLIDER HEADER OPTIONS: STEEL CHANNEL OPTION: C6x8.2 (6"D x 2"W) WITH (2) 2x4 JACK STUDS EACH END AND (3) 2x4 KING STUDS EACH END LVL OPTION: (2) 1.75" x 7.25" LVLs WITH (1) 2x4 JACK STUD EACH END AND (3) 2x4 KING STUDS EACH END HEADER FOR SMALLER WINDOW IN EXISTING OPENING: ENSURE THERE IS AT MINIMUM EXISTING (2) 2x8 HEADER AND (1) 2x4 JACK STUD ASSUMING THE EXISTING KING STUDS WILL BE LEFT IN PLACE AND UNTOUCHED RESIZE WINDOW OPENINGS WITH (2) 2x10 HEADER (1) JACK STUD AND (3) KING STUDS INSTALL 2x12 BLOCKING IN WALL FOR T.V. MOUNT COORDINATE LOCATIONS WITH CLIENT INSTALL 2x12 BLOCKING IN WALL FOR T.V. MOUNT COORDINATE LOCATIONS WITH CLIENT INSTALL 2x12 BLOCKING IN WALL FOR T.V. MOUNT COORDINATE LOCATIONS WITH CLIENT STRUCTURAL NOTES AND INFORMATION 1. ALL SAWN LUMBER SHALL BE HEM FIR #2 OR BETTER UNLESS NOTED OTHERWISE. 2. ALL LVL MATERIAL SHALL BE 2.0E MINIMUM STRENGTH. 3. ALL FASTENING SHALL BE IN ACCORDANCE WITH IRC TABLE R602.3(1) UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN ON THE DRAWINGS. 4. ALL FLOOR JOISTS AND BEAMS WITHIN 18" AND 12", RESPECTIVELY, OF EXPOSED EARTH IN THE CRAWLSPACE SHALL BE PRESSURE TREATED MATERIAL. 5. SIMPSON CONNECTION HARDWARE SHALL UTILIZE THE RECOMMENDED SIMPSON CONNECTOR SIZES AND QUANTITIES (NAILS, SCREWS, AND BOLTS). 6. STEEL PIPE SHALL BE ASTM A53 TYPE S OR E GRADE B, STEEL ROUND HSS SECTIONS SHALL BE ASTM A500 GRADE C, STEEL CHANNEL AND PLATE SHALL BE ASTM A36 MINIMUM DESIGNATION. 7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 8. REBAR SHALL BE ASTM A615 GRADE 60. 9. STRUCTURAL GROUT BELOW COLUMN BASEPLATES AND FOR FILLING OF CMU CELLS SHALL BE NON- SHRINK HIGH STRENGTH STRUCTURAL GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 10. POST INSTALLED ANCHORS SHALL BE ASTM F1554 GRADE 36 MINIMUM STRENGTH WITH 6" EMBEDMENT INTO CONCRETE AND SHALL BE INSTALLED WITH SIMPSON AT-XP ACRYLIC ADHESIVE OR EQUAL. EXISTING RIDGE BEAM TO REMAIN (2) 1-3/4" x 18" L.V.L.s ON EACH SIDE OF EXISTING BEAM STEEL PIPE COLUMNS TYPICAL EACH END 2x BLOCKING BETWEEN NEW L.V.L.s NEW RIDGE BEAM AT COLUMNS SCALE: 1-1/2" = 1'-0" TYP SIMPSON HTT4 WITH 5/8" DIA BOLTS (ASTM A307 GRADE A) THRU PLATE - TYPICAL 3-1/2" x 18" x 1/2" BEARING PLATE WITH (2) 11/16" HOLES TYPICAL (1) 6" x 18" x 1/2" SINGLE BASEPLATE or (2) 6" x 8" x 1/2" INDIVIDUAL PLATES WITH (2) 11/16" HOLES FOR 5/8" DIA POST ANCHORS INSTALLED NEW CONCRETE SLAB OR FULLY GROUTED EXISTING C.M.U. WALL REFER TO PLAN DESIGN CRITERIA ADDRESS: 1401 BEACH LN ESTES PARK, CO 80517 PARCEL: 2519405050 JURISDICTION: TOWN OF ESTES PARK CODES: 2015 IRC/IBC ELEVATION: 7600' WIND: Vult = 175MPH, EXP "C" GROUND SNOW LOAD = 66 psf ROOF SNOW LOAD = 46.2 psf (RAFTERS) REFER TO DETAIL ON THIS SHEET REFER TO DETAIL ON THIS SHEET A7 07 / 31 / 2023 OT T E S E N R E S I D E N C E R E S I D E N T I A L R E M O D E L 14 0 1 B E A C H L N - E S T E S P A R K , C O 8 0 5 1 7 OF 7 SHEET NUMBER ISSUE DATE REVISIONS STRUCTURAL SHEET TITLE - - - PERMIT APPLICATION SET CLIENT APPROVEDFINAL SETTO BE USED FOR: ARCHITECTURAL, ENGINEERING, ESTIMATING, PERMITTING, AND CONSTRUCTION S1O O O N O E N D E D R R D N A W x A W N N Vu O Vu 2 O 2 C S E C B C B P W O N I O N L W L 1 W 7 1 7 N 9 T 0 T SS O O O O T E M = A = M A M B T B W T 0 A E A E 8 M 8 M N W - A N O 2 F 6 2 X 6 X R F R C L C N ' N O C I R O S 6 ) ff SS B T U T TT G UU T E T TT A L A I T I RR N / N M D M LL O E S R S T C W " T W T T T = L S T O S O F T . O C S T C A R I A R O A O I 2 I E 0 E T V N ( W M ( R G O L R M B O M N A G N E M 8 E G O 5 G 2 T 2 O x B R x S T W A S T I W T S U S TT W I W E 2 RR B O E x 3 4 3 N A F N A C L L C A L L A R W O W O W W R V R UU K N C 4 . K 4 x I A P W A NN A D S Y A S O S T S SS TT N L D . U x D 6 H 1 X 1 O U O G D RR L I O ) 11 C S " C S 2 U N LL R W N K V E V D H D H T K U E K M C W D A T A D D H D D H D D : D T T 2 OO B A A T B U I A C A U E C P E F W P F U F S L F S I A R A EX I S T I N NG E TA E R I E A R E A E N E R PA E M R N M E N A T DD N . D N R T L E R L L S L T H S T M R M EE O H O B GT V M B A L V N I A N B N L N S H L S T E T X R XX T S T W R M 6 W M N M R C M A E R N W A B N S .V N A NN N L N L U M R L A M R W W R R O N W E 0 O C E A S A C 6 L C D N E N D N R N N A R F P T R P S R T D W W O M W O O TO R E M A I N A 4 A E T V E A L V E A 1 T E R 1 T R R A T 3 - 3 D D M R D S S R R S L R B U T B N U I O R O R T E R R O R S H H M T A T M C M 6 C S 6 R S 5 T 5 II B M I B I E 0 E XXX P I P N C N N M N N LY N ( LY T ( T T 0 T 0 E E E MM E E E A 2 A N A NN A M A CC S M S S E S E TT 3 A 3 R S R E C I AT C T D AT S T S S M S W M W L W L EX I S T I IN G E X I S T I N G G TT A C A Y H Y T D S N D O S A O E A E U P U E R P M P D H D L GT L L N C L N C I N I B O B N L O L R XX R VV NN S S S S TT EE MM S N S A NN A 0 O 5 O O N O X R XX F " C S C N L N N A NN S H S E W A T A W D W L 2 L U W U E SS E R I R O H D 2 O L ( D 1 L P PP V. 4 V T C T 00 NN L E L E R Y M R R Y U / S U S 7 H 7 H P U W P S U P A L H P AT L AT D P W B D W H A H TO R E M A AI N 2 D 2 D N O N EE SS BB N I R I N AA G I GG L W S W D M D XXNK I K T D - T A NN A TT I W I A A R A B A OO AA I G W I A K G AA UU N R T R MM L N F L TT MM SS S G N S CC NN O R R O AA EX I S ST I N G Y T 2 Y - E E x N X 2 N X O A A A GG 666 L I 1 L x G V C H N /4 H N M E U TS E EE H O O x T E A 8 E D Y N I W L A ALL SAWN LUMBER SHALL BE HEM FIR #2 OR BETTER UNLESS NOTED OTHERWISE1W OPENINGNEWWN S N M S E R O T U S T T W N EACH SIDE OFONPSON HTT4 WITHSIMPALL FASTENING SHALL BE IN ACCORDANCE WITH IRC TABLE R602 3(1) UNLESS MORE STRINGENT3S SHOWNAAO F E L N O N W R B 6 (M E I T P H W N H E ASTM A307 GRADE A)(AALL FLOOR JOISTS AND BEAMS WITHIN 18 AND 12 RESPECTIVELY OF EXPOSED EARTH IN THE4FRTNAWN1CLYESAN A 7 D SIMPSON CONNECTION HARDWARE SHALL UTILIZE THE RECOMMENDED SIMPSON CONNECTOR SIZES5TH EXISTING 2 8 FLOOR JOISTSWIT'-T I G R S P N R R E R M N S S O C S LE BASEPLATE orSINGLSTEEL PIPE SHALL BE ASTM A53 TYPE S OR E GRADE B STEEL ROUND HSS SECTIONS SHALL BE ASTM6EELAMASNSTSLS L S AT DIVIDUAL PLATESINDCONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS7W FOOTING BELOW NEW POSTSNEWWOWWS C E L V M M C R V R T AT D D U L R 5/8 DIA POSTFOSTRUCTURAL GROUT BELOW COLUMN BASEPLATES AND FOR FILLING OF CMU CELLS SHALL BE NON-9TH (4) #4 REBAR EACH WAYWITTEW U R R B W L P E D N C C L N O P AT 28 DAYSPSI AA R FULLY GROUTEDORBEDMENT INTO CONCRETE AND SHALL BE INSTALLED WITH SIMPSON AT-XP ACRYLIC ADHESIVE OREMBBENOTNAAHPAYDV R Y U 63/16R TO PLANREFERP 6 EW RIDGE BEAM AT COLUMNSNEEDEBATOUMS LE: 1 1/2" = 1' 0"SCALL 2 XISTINGEXXISTINGEXAM AND POSTBEAANS X N X N REMAINTO RR A N ANNSURE COLUMNS TO BEAR ON CMUENSSCMTA N MMXXXLOCATION OF NEW COLUMNS ABOVEATTOWLSO X IEEITH NON SHRINK STRUCTURALWIORSCA I REMAINTOEMAINTO RERRRRE N A SS NNBASEMENT STRUCTURALBBSMNTUTRL N 3 DIAMETER STANDARD WALL PIPE COLUMNS (35 OD SCHEDULE 40)3CALE: 1/8 1 0SCC8 3 E A R A P L S S U 0 ND NON STRUCTURALADDDA SSSEXISTING GARAGEINSURE THERE IS AT MINIMUM EXISTING (2) 2x8 HEADER AND (1) 2x4 JACK STUDENSSTTIMS(x A A 1 K D T A G S TWALL INSTALLATIONDRYWREFER TO DETAILRRE W A I XISTINGEXXN STALL 2x12 BLOCKING IN WALL FOR TV MOUNTINSANNAGAGGGASKIARMN XXXRXXX STINGEXIIG TRUCTURAL ENGINEERSTRIDGE BEAMRRBM T C A G E OORDINATE LOCATIONS WITH CLIENTCOESTES PARK COTAC O N L T H N I MI75 x18 L VL BEAMS ON EACH SIDE OF EXISTING RIDGE(2) 1 1 V A O A D E T I E OEEE ON THIS SHEETOESTES PARKTR O I E 2015 IRC/IBCDES:2CODD2 B 7600ON:7EVATIOELEEO7 TMOUNTRTVMLL FORN WALKING INLOCK2 12TALL 2INSTVult = 175MPH EXP CND:VWINNVu 1 M X T 2 K N L R M T HSS3500 0203 STEEL COLUMN BOTH ENDS OF EACH NEW L VL 66 psfAD =6OUND SNOW LOAGROOWA 6 f 5 0 3 L U B E O C W V LICENSED COLORADO PELNAIN LEVEL STRUCTURALMA2psf=462OF SNOW LOAD =ROOO N L =2 A N E RU T R L L S O A E 7/31/2023 Reviewed by SAFEbuilt 08/16/2023