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HomeMy WebLinkAboutPLANS Multi Family Building 1616 Continental Peaks Circle (Building B) 2023-04-25This structure must comply with the requirements of the 2020 National Electrical Code REVIEWED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 04/25/2023 2015 10/21/2011 BAS1S.com G0.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS COVER SHEET Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 Cover Sheet Code PLANS ELEVATIONS SECTIONS SCHEDULES & ASSEMBLIES RCP G0.0 G1.0 A2.0 A2.1 A2.2 A2.4 A3.0 A3.1 A4.0 A4.1 A5.0 A5.1 A6.0 COVER SHEET CODE/ASSEMBLIES GROUND FLOOR PLAN SECOND FLOOR FLOOR PLANS ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS SECTIONS DOORS WINDOWS REFLECTED CEILING PLAN CD 01 02 03 CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL S1 S2 S3 S4 S5 S6 S7 M0.0 MO.1 M2.1 M2.2 P0.0 P0.1 P2.0 P2.1 P2.2 E0.0 E0.1 E0.2 E2.1 E2.3 CIVIL SEPARATE ISSUE GENERAL NOTES FOUNDATION PLAN SECOND FLOOR FRAMING ROOF FRAMING GROUND FLOOR BRACED WALL PLAN 2ND FLOOR BRACED WALL PLAN STRUCTURAL DETAILS MECHANICAL INDEX, LEGEND & NOTES MECHANICAL SCHEDULES & DIAGRAMS OVERALL MECHANICAL PLAN ENLARGED MECHANICAL PLAN PLUMBING INDEX, LEGEND & NOTES PLUMBING SCHEDULES & DIAGRAMS OVERALL FLOOR PLANS ENLARGED PLANS - WATER & GAS ENLARGED PLANS - SEWER & VENT ELECTRICAL INDEX, LEGEND & SCHEDULES ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE-LINE & PANEL SCHEDULE OVERALL ELECTRICAL PLAN ENLARGED ELECTRICAL PLAN CD 01 02 03 VICINITY MAP 1 OWNER PROJECT TEAM STRUCTURAL ENGINEER CONTRACTOR BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT The Divide Townhomes at Wildfire Building B G2 Consulting Engineers, INC. David Manring, P.E. 1039 Main St. Unit G Windsor, CO 80550 dmanring@g2e.com 970.460.7400 MECHANICAL & ELECTRICAL ENGINEER * CIVIL ENGINEER Van Horn Engineering Lonnie Sheldon, P.E. 1043 Fish Creek Rd. Estes Park, CO 80517 lonnie@vanhornengineering.com 970.586.9388 ARCHITECTURAL DEFERRED SUBMITTALS 07 80 00 FIRESTOPPING -GC TO RETAIN FIRESTOP SYSTEMS CONTRACTOR TO PROVIDE ALL PROPOSED THROUGH-PENETRATION FIRE STOP SYSTEMS AND DETAILS 21 03 00 FIRE SUPPRESSION NOTE: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW . ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE BUILDING DEPARTMENT FOR APPROVAL. FABRICATION AND/OR INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OF THE BUILDING DEPARTMENT IS RECEIVED. 12/19/22 CD Permitting Review Set ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY Wildfire Homes LLC Mark Westover 1789 Wildfire Rd. Estes Park, CO 80517 mark@westoverconstruction.com 970.481.9821 Trail Ridge Consulting Engineers Inc. David Bangs, P.E. 1191 Woodstock Dr. Estes Park, CO 80517 dbangs@trailridgece.com 970.308.8221 Wildfire Development, LLC Mark Westover - President 1789 Wildfire Rd. Estes Park, CO 80517 mark@westoverconstruction.com 970.481.9821 PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IBC Section 718. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior wall: Non-Combustible fiber cement siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide min. R-21 blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Class A asphalt composition shingles on min. 30# felt on nominal 5/8-inch roof sheathing on roof trusses or rafters as noted. Provide Ice & water shield to all roof surfaces with slope <4/12, Ice & Water shield 2' inside wall line, Typ. Provide blown-in insulation in roof joist cavity per energy calc, with preformed air vent, over conditioned space. Air Leakage: Continuous air barrier thermal envelope materials in accordance with IECC R402. INTERIOR FINISH 8. Provide blocking in wall for mounting all grab bars, cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DenShield Tile Backer or equal fiber reinforced gyp behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the IRC 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the IRC 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Forced Air Gas Furnace (system design by others). ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENGINEERING 3/2/23 REV1 Permitting Review Comments Revisions Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com G1.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS CODE/ ASSEMBLIES Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 APPLICABLE CODES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL FIRE CODE (IFC) I 2020 NATIONAL ELECTRICAL CODE (NEC) GOVERNING AUTHORITY: TOWN OF ESTES PARK, STATE OF COLORADO PROJECT DESCRIPTION: In general the project consists of new two story residential townhomes, separated by lot lines, with attached private garages. The Project is protected with a NFPA 13D sprinkler system throughout. PRIMARY USE: R-3 I RESIDENTIAL CONSTRUCTION TYPE: V-B TABLE R302.1(1) EXTERIOR WALLS: 1-HR RATED < 3' to PROP. LINE ROOF PROJECTIONS: NO PROJECTIONS <2' to PROP. LINE OPENINGS IN WALL: UNLIMITED ≥ 3 FT. and AS INDICATED TOWNHOUSE SEPARATION: R302.2 - UNIT SEPARATION ASSEMBLY (1-HR REQD, 2-HR PROVIDED) R302.2.1 - SEPARATION WALL CONTINUOUS TO WALL AND ROOF SHEATHING R302.2.2 EXCEPTION - PARAPET WALLS NOT PROVIDED - CLASS C ROOF COVERING + FIRE-RETARDANT-TREATED SHEATHING PROVIDED MIN. 4' EA. SIDE OF SEPARATION WALL STRUCTURAL INDEPENDENCE: R302.2.4 EA. INDIVIDUAL TOWNHOUSE TO BE STRUCTURALLY INDEPENDENT ALLOWABLE # OF STORIES; HIGHT: UNLIMITED I 30' PROPOSED # OF STORIES; HIGHT: 2 I 28'+/- GROSS AREAS: Townhome 1 (4 total) GARAGE 560SF GROUND FLOOR 935SF SECOND FLOOR 640SF TOTAL FINISHED AREA: 1,575SF TOTAL UNIT AREA: 2,135SF Townhome 2 (3 total) GARAGE 570SF GROUND FLOOR 780SF SECOND FLOOR 970SF TOTAL FINISHED AREA: 1,750SF TOTAL UNIT AREA: 2,320SF TOTAL BUILDING AREA: 15,500SF ALLOWABLE AREA: R-3 TYPE V-B | UNLIMITED OCC CLASSIFICATIONS: R-3 I RESIDENTIAL AUTOMATIC SPRINKLER: NFPA 13D SYSTEM THROUGHOUT FIRE ALARM & DETECTION: SMOKE ALARMS PROVIDED, RE ELEC 1" AI R GA P 1" AI R GA P W2 W1 -EXTERIOR SIDING - RE: ELEVATIONS -WEATHER RESISTANT BARRIER ("TYVEK" OR EQ) -1/2" OSB -2x6 WD STUDS @ 16" OC (PT WD PL @ CONC) -MIN. R-21 INSULATION -4MIL POLY VAPOR BARRIER -1/2" GYPSUM WALL BOARD (GWB) -1/2" GWB -2x4 WD STUDS @ 16" OC -ACOUSTIC INSUL. (BED/BATH) -1/2" GWB W3 -1/2" GWB -2x6 WD STUDS @ 16" OC -MIN. R-21 INSUL. -5/8" TYPE 'X' GWB H2 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION (MIN. R-49) -GWB (RATED FOR 24" o.c. SPACING) W4 -1/2" GWB -ACOUSTIC INSULATION IN CAVITY -CROSS BRACING FOR ANGLE CLIPS -2x4 WD STUDS @ 16" o.c. -ATTACHMENT CLIP -1" AIR GAP -4 LAYERS 1/2" GWB -NO. 25 GALV. STEEL 'H' STUDS, 1 3/8" FLANGE WIDTH, SPACED 48" O.C. -1" AIR GAP -ATTACHMENT CLIP -2x4 WD STUDS @ 16" o.c. (STAGGERED) -CROSS BRACING FOR ANGLE CLIPS -ACOUSTIC INSULATION IN CAVITY -1/2" GWB H1 -FLOOR FINISH -23/32" T&G OSB FLOOR SHEATHING -I-JOISTS -ACOUSTIC INSULATION -MIN. 1/2" GWB W1B -2x10 WD STUDS @ 16" OC ALIGN INSIDE FACE OF STUDS w/ 2x6 WALLS (4" BUMP-OUTS) W2B -2x6 WD STUDS @ 16" OC W1R -EXTERIOR SIDING - RE: ELEVATIONS -WEATHER RESISTANT BARRIER ("TYVEK" OR EQ) -5/8" TYP 'X' EXTERIOR RATED GYP SHEATHING -1/2" OSB (PER GA-600 NOTE 22) -2x6 WD STUDS @ 16" OC (PT WD PL @ CONC) -MIN. R-21 F.G. INSULATION -4MIL POLY VAPOR BARRIER -5/8" TYPE 'X' GYPSUM WALL BOARD (GWB) ALTERNATE -LP FLAMEBLOCK SHEATHING IN LIEU OF EXTERIOR OSB + TYPE 'X' GYP -MINERAL FIBER INSUL. IN LIEU OF F.G. EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS 2x4 INTERIOR WALL - W2 0-HR LISTING: NA UNIT SEPARATION WALL - W4 2-HR BEARING LISTING: UL - V-344 (CENTERED ON PROPERTY LINE) 2x6 GARAGE WALL - W3 0-HR LISTING: NA ROOF/CEILING - H2 0-HR LISTING: N/A FLOOR/CEILING - H1 0-HR LISTING: NA NON-RATED PARTITION INTERSECTION - SEE ITEM 7 INTERIOR GARAGE PROPERTY LINE ALIGN TO EXT. WALL JOG FRAMING RE: 3/A4.1 FOR WALL SECTION EXTERIOR INTERIOR EXTERIOR RATED WALL - W1R 1-HR LISTING: UL309/GA WP 8105 ALT. LISTING: UL-V340 ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS 37 . 6 ' 15 . 0 ' 45.7' 7.5' 15' 6' 1hr EXTERIOR WALL AT PROPERTY LINE ENDWALLS 0hr RATED PER IRC TABLE 302.1(2) Note a. UNLIMITED OPENINGS ENDWALLS 0hr RATED PER IRC TABLE 302.1(2) UNLIMITED OPENINGS TOWNHOMES - BUILDING B 1 1 1 1 1" = 50' Fire Separation Distance Plan CODE SUMMARY GENERAL ASSEMBLY NOTES 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE (IE DROPPED CEILINGS) 3. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 4. ALL FRAMING TO BE SPACED PER STRUCTURAL REQUIREMENTS. 5. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME. 6. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS AT ALL WET LOCATIONS. MAINTAIN FIRE RATING AT ALL PARTITIONS. 7. ALL FIRE RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. CONTRACTOR MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITH PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS: UL - UNDERWRITERS LABORATORIES, INC; GA - GYPSUM ASSOCIATION; NER - NATIONAL EVALUATION REPORT; WHI - WARNOCK HERSEY INTERNATIONAL 8. THROUGH PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC 714.3.1 9. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 714.3.2 10. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESS NOTED OTHERWISE. 11. REFER TO RESCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A2.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS GROUND FLOOR PLAN Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 F DW F W D DW F W D DW F DW F DW F W D DW F W D DW RE RERE RE RE RE RE UP UPUP UP UP UP UP E 4'-0" 2'-0" E4'-0" 2'-0" A 5' - 0 " 4' - 0 " A 5' - 0 " 4' - 0 " A 5' - 0 " 4' - 0 " B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " A 5' - 0 " 4' - 0 " C1 4' - 0 " 6' - 0 " A 5' - 0 " 4' - 0 " D 5' - 0 " 8' - 0 " A 5' - 0 " 4' - 0 " C1 4' - 0 " 6' - 0 " A 5' - 0 " 4' - 0 " B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " C4'-0" 6'-0" C 4'-0" 6'-0" A A 12 12 B B C C E E 11 11 D D 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 W1 W1R W1 W1R W1R TH1 TH2 2 A2.0 11 1 58 ' - 0 " 5' - 0 " 12'-5 1/2"11'-6 1/2"11'-6 1/2"12'-5 1/2"24'-0"11'-6 1/2"12'-5 1/2"12'-5 1/2"11'-6 1/2"24'-0"24'-0" 5'-11 1/2"4'-6" 2'-0" 5'-9 1/4"5'-9 1/4"5'-9 1/4"5'-9 1/4" 2'-0" 4'-6"5'-11 1/2"5'-0"5'-0"6'-0"8'-0"5'-9 1/4"5'-9 1/4" 2'-0"4'-6"5'-11 1/2"5'-11 1/2"4'-6" 2'-0" 5'-9 1/4"5'-9 1/4"8'-0"6'-0"5'-0"5'-0"5'-0"5'-0"8'-2"5'-10" 11'-7 3/4" 1'-1" 11'-7 3/4" 6' - 0 " 25'-0" 10 ' - 0 " 19 ' - 0 " 5' - 5 1 / 2 " 14 ' - 0 " 4' - 0 " 1'-1 1/2" 12'-0" 62 ' - 0 " 10 ' - 0 " 24 ' - 1 1 5 / 8 " 17 ' - 0 3 / 8 " 15 ' - 0 " 5' - 0 " 5' - 0 " 24 ' - 1 1 5 / 8 " 15 ' - 0 3 / 8 " 15 ' - 0 " 3' - 0 " 1' - 6 " 9'-8"5'-7"9'-8" 1'-5" 11'-5" 11'-2 1/2" 11'-6" 11 1/2" 3' - 1 0 1 / 2 " 8' - 6 " 9 1/2" 8'-11"2'-9" 24 ' - 6 " 33 ' - 6 " 4' - 0 " 10 ' - 0 " 168'-0" 10 ' - 3 " 8'-10" 2'-10" 2'-9 1/2" (>2' NO-TEMP) 5' - 0 " 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 1/ A 4 . 0 1/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 2/A4.1 2/A4.1 3/ A 4 . 0 3/ A 4 . 0 +5'-3" (+27" ABV. O.H. DOOR) +5'-3" (+33" ABV. O.H. DOOR) +4'-1 1/2" (+25 1/2" ABV. O.H. DOOR) +3 - 1 1/2" (+19 1/2" ABV. O.H. DOOR) +3 - 1 1/2" (+25 1/2" ABV. O.H. DOOR)+25 1/2" (+19 1/2" ABV. O.H. DOOR) +25 1/2" (+25 1/2" ABV. O.H. DOOR) FURRED WALL AT CONC. STEM WALL w/ WOOD CAP IN LINE w/ WINDOW SILLS (THIS UNIT ONLY) COUNTERTOPS EXTEND OVER FURRED WALL HANDRAIL 36" ABV. NOSING, 1-SIDE (> 3 RISERS) SLIPFENCE ® OR EQUAL PRIVACY FENCE BTWN ENTRIES, TYP. 5/8" GYP AT INTERIOR-RATED EXT. WALL TRANSITIOONS FOR FLUSH, TYP. +2'-6"+3'-0"+2'-0"+1'-6"+1'-0"+0'-6" +0'-0" (ARCH 100') +4 1/2"+10 1/2"+1'-4 1/2"+1'-10 1/2"+2'-4 1/2"+2'-10 1/2"+3'-4 1/2" 2R@7 1/2" (+15") 3R@ 7" (+21") 3R@ 7 1/2" (+22.5") 4R@7 1/8" (+28.5") 3R@7" (+21") 3R@7" (+21") 2R@7 1/2" (+15") LOT 14LOT 15LOT 16LOT 17LOT 18LOT 20 1 UL-V344, RE G1.0 2" STEEL 'C' RUNNER SET IN SEALANT FOR SMOKE-TIGHT JOINT 1" RIGID INSULATION FIBER CEMENT BD SIDING SHEATHING (2) LAYERS 1" GYP BD 2x4 2x6 REF. N1 1/8" = 1'-0" Ground Floor 2 1 1/2"= 1'-0" Plan Detail RE: A2.2 FOR UNIT PLANS 4 x 1,700 SF 3 x 1,815 SF = 12,245 TOTAL SF Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A2.1 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS SECOND FLOOR Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 DW DWDW DN DNDN DN DN DN DN F 4' - 6 " 2' - 6 " F 4' - 6 " 2' - 6 " F 4' - 6 " 2' - 6 " F 4' - 6 " 2' - 6 " H3'-6" 2'-0" H3'-6" 2'-0" H1 3'-6" 2'-0" G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " M 3' - 0 " 2' - 0 " M1 3' - 0 " 2' - 0 " M 3' - 0 " 2' - 0 " M1 3' - 0 " 2' - 0 " H1 3'-6" 2'-0" A1 5'-0" 4'-0" L 5' - 0 " 7' - 6 " K 4' - 0 " 5' - 0 " J 3' - 6 " 7' - 6 " I 5' - 0 " 5' - 0 " J 3' - 6 " 7' - 6 " L 5' - 0 " 7' - 6 " N 3' - 0 " 4' - 0 " A1 5'-0" 4'-0" A A 12 12 B B C C E E 11 11 D D 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 W1B W1B W1 W1 W1 W1 W1 W4W4 W1 W2 W1R TH1TH2 1 1 1 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 1/ A 4 . 0 1/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 2/A4.1 2/A4.1 3/ A 4 . 0 3/ A 4 . 0 24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0" 6'-2"5'-10"5'-0"7'-0"7'-0"5'-0"5'-10"6'-2"8'-0"3'-0" 2'-1" 2'-11" 8'-0"6'-1"5'-7"6'-1"6'-3"6'-3"6'-1"5'-2"6'-6"8'-0" 2'-11" 2'-1" 5'-5"5'-7"5'-7"5'-5" 2'-1" 2'-11" 8'-0" 12'-11"22'-2"12'-11"14'-0"10'-0"11'-1"12'-10"13'-0"11'-1"13'-4"21'-4"13'-4" 6' - 2 " 6' - 2 " 8' - 4 1 / 2 " 1' - 5 " 4' - 5 " 2' - 4 1 / 2 " 11 ' - 1 " 3' - 0 " 6' - 9 " 6' - 4 " 2' - 4 1 / 2 " 4' - 0 " 4' - 7 " 24 ' - 1 1 1 / 2 " 12'-5 1/2"11'-6 1/2"11'-6 1/2"12'-5 1/2"24'-0"11'-6 1/2"12'-5 1/2"12'-5 1/2"11'-6 1/2"24'-0"24'-0" 24 ' - 6 " 33 ' - 6 " 4' - 0 " 10 ' - 0 " 6'-5 1/2"6'-5 1/2"11'-1"11'-1"6'-5 1/2"6'-5 1/2"3'-6" 2'-9 3/4" 3'-0 1/2" 4'-7 3/4" 5'-2"4'-10"5'-6 1/2"5'-6 1/2"6'-5"6'-5" 1" 6'-5"6'-6"5'-6 1/2"5'-6 1/2"6'-0"7'-4" 1'-0 1/4" 1'-8" 1'-4 1/2" 3'-1 1/4" 3'-6"3'-6" 2'-9 3/4" 1'-8" 1'-4 1/2" 1'-3 3/4" 7'-4"6'-0" 9'-2 1/4" 11" 9'-2 1/4" 12 ' - 1 1 " 2' - 8 " 10 ' - 1 1 " 6' - 7 " 3'-9 1/2" 7'-5 1/4"1'-3 1/4" 4'-3" 4'- 8 1 / 4 " 6'-9"6'-0 1/2" 4'-7"5'-3 1/2" 1'-9 1/2" 5'-6"5'-0" 2' - 1 " 2' - 2 " 6' - 5 " 7' - 1 1 / 2 " 3'-0" 3'-7" 3'-2" 6' - 2 1 / 2 " 2'- 1 " LINE OF WALLS BELOW, TYP. LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20 REF. N1 1/8" = 1'-0" Second Floor RE: A2.2 FOR UNIT PLANS Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A2.2 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS FLOOR PLANS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 F W D DW RE UP A 5' - 0 " 4' - 0 " 100 6' - 8 " 3' - 0 " B 5' - 0 " 5' - 0 " 106 6' - 8 " 2' - 0 " 107A 6' - 8 " 2' - 6 " 10 5 6'-8" 3'-0" 111 6' - 8 " 3' - 0 " 109 6' - 8 " 3' - 0 " 110 6' - 8 " 3' - 0 " 108 6' - 8 " 2' - 6 " 6'-8" 2'-8" 10 3 A 6'-0" 2'-8" 104 6' - 8 " 5' - 0 " 102 6' - 8 " 3' - 0 " 101 8' - 0 " 18 ' - 0 " W1 W1 W1R W4 W3 W3 W2B W2 1 5'-9 1/4"5'-9 1/4"2'-0"4'-6"5'-11 1/2" 9'-8"5'-7" 8' - 6 " 3'-2"8'-10" 10 ' - 3 " 3'-6"3'-0 1/2"4'-3"3'-1"9'-2 1/2" 2' - 1 1 / 2 " 1' - 8 " 6' - 8 " 5' - 4 1 / 2 " 3' - 4 1 / 2 " 3' - 9 " 2' - 0 1 / 2 " 11 " 5' - 0 " 3' - 8 1 / 2 " 14 ' - 1 " 11 ' - 8 " 2' - 6 " 4'-0" 4'-0" 6'-0"4'-7 1/2" 5 1/2" 8'-11" 11" 11 ' - 4 1 / 2 " 5' - 7 1 / 2 " SL O P E 2 % , T Y P . (4 1 / 2 " T O O . H . D O O R +3 - 1 1/2" (+19 1/2" ABV. O.H. DOOR) DIRECT VENT GAS F.P., VERIFY FRAMING/VENTING WITH MODEL SPEC LOFT ABOVE 2x6 WALLS (FOR FLUSHING w/ EXT. WALL ABOVE) ELEC. DRYER, TYP. VENT TO OUTSIDE 5/8" TYPE 'X' GYP GARAGE SIDE WALLS/CEILING, PROTECT PENETRATIONS PER R302.5.2 & R302.5.3/R302.11 #4, TYP. ELEC. RANGE, TYP. BENCH STRG/ COATS +1'-6" +1'-10 1/2" 2R@7 1/2" (+15") MASTER BDRM MASTER BATH LNDRY MUD PANTRY KITCHEN DINING LIVING WALK-IN POWDER MECH. LOT 17 DN G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " J 3' - 6 " 7' - 6 " L 5' - 0 " 7' - 6 " 202 6' - 8 " 5' - 0 " 20 3 6'-8" 2'-6" 20 4 6'-8" 2'-6" 202 6' - 8 " 5' - 0 " 205 6' - 8 " 2' - 0 " 201 6'- 8 " 2'- 8 " 20 1 6'-8" 2'-8" W1B W1 W1R 60'-5 1/2" 24'-0" 6'-1"5'-7"6'-1"6'-3" 11'-1"12'-10" 5'-6 1/2"5'-6 1/2"6'-5"6'-5" 1" 12 ' - 1 1 " 2' - 8 " 10 ' - 1 1 " 6' - 7 " 3'-9 1/2" 7'-5 1/4" 1'-3 1/4" 4'-3" 4'- 8 1 / 4 " 6'-9" 6'-0 1/2" 4'-7"5'-3 1/2" 1'-9 1/2"5'-6"5'-0" 2' - 1 " 2' - 2 " 6' - 5 " 7' - 1 1 / 2 " 3'-0" 3'-7" 3'-2" 6' - 2 1 / 2 " 2'- 1 " HANDRAIL ONE-SIDE 36" ABV. NOSING, TYP. 36" WALL w/ WOOD CAP, TYP. AT STAIRS LOT 17 CL CL LOFT BEDROOM BEDROOM VANITY BATH OPEN TO BELOW F DW RE UP C1 4' - 0 " 6' - 0 " A 5' - 0 " 4' - 0 " 100 6' - 8 " 3' - 0 " 106 6' - 8 " 2' - 0 " 103 6' - 8 " 5' - 0 " 102 6' - 8 " 3' - 0 " 107 6' - 8 " 2' - 8 " 10 5 A 6'-8" 3'-0" 10 4 6'-8" 5'-0" 101 8' - 0 " 18 ' - 0 " W1 W4 W3 W3 W3 W2 W2 W1R W1R 1 1 5'-0"5'-0"6'-0"8'-0" 4' - 0 " 1'-1 1/2"12'-0" 1' - 6 " 1'-5"11'-5" 11 1/2" 23 ' - 2 1 / 4 " 1' - 3 3 / 4 " 6' - 7 1 / 2 " 3' - 1 0 1 / 2 " 2' - 4 1 / 2 " 6' - 2 1 / 2 " 13 ' - 6 " 1' - 9 1 / 4 " 5'-2 1/4"3'-8 1/2" 3'-2 3/4"5'-8"3'-9 1/2"10'-4 3/4" 3'-2"5'-8"5'-0 3/4" 4' - 9 " 7' - 7 1 / 2 " 4'-0" 10 " 19 ' - 0 " SL O P E D S L A B F R O M O U T S I D E O . H . D O O R , T Y P . 8' - 4 1 / 2 " 3'-6 1/4" 2' - 6 " 5' - 0 " SL O P E 2 % , T Y P . (4 1 / 2 " T O O . H . D O O R +4'-1 1/2" (+25 1/2" ABV. O.H. DOOR) HANDRAIL 1-SIDE 36" ABV. NOSING, TYP. ELEC. DRYER, TYP. VENT TO OUTSIDE STEPS FROM GARAGE: 11" TREADS WITH 1" OVERHANGS RE: A2.0 FOR RISERS (HANDRAIL 1-SIDE IF MORE THAN 3 RISERS) T.O. SLAB FROM ELEV. 100' (AT LOT 14 O.H. DOOR), TYP. CONC. PATIO, TYP. BE N C H COAT +2'-0" +2'-4 1/2" 3R@ 7" (+21") PANTRY MUD POWDER KITCHEN DINING LIVING SITTING MECH. LOT 18 DW DN G 3' - 6 " 2' - 6 " G 3' - 6 " 2' - 6 " N 3' - 0 " 4' - 0 " 200 7' - 0 " 6' - 0 " 205A 6' - 8 " 2' - 6 " 20 2 6'-8" 5'-0" 20 2 6'-8" 5'-0" 20 6 6'-8" 3'-0" 20 3 6'-8" 2'-6" 20 3 6'-8" 2'-6" 20 5 6'-8" 2'-0" 201 6' - 8 " 2' - 8 " 204 6' - 8 " 2' - 6 " 201 6' - 8 " 2' - 8 " 201 6' - 8 " 2' - 8 " W1R W1 W4 W1W1B W2 1 24'-0" 8'-0"3'-0"2'-1"2'-11"8'-0" 14'-0"10'-0" 3' - 1 0 " 11 ' - 1 0 1 / 2 " 9' - 1 0 1 / 2 " 9' - 7 1 / 2 " 7' - 2 " 3' - 6 1 / 2 " 3'-6"2'-9 3/4"3'-0 1/2"4'-7 3/4"5'-2"4'-10" 12 ' - 1 1 " 2' - 8 " 10 ' - 1 1 " 6' - 7 " 12 ' - 2 " 1' - 7 " 11 ' - 1 0 1 / 2 " 8' - 1 " 3' - 4 " 2' - 6 " 16 ' - 3 1 / 2 " 4' - 1 " 3' - 2 " 1'-10 1/2" 5' - 8 " 5' - 1 1 " 2x10 WALL BUMP-OUTS ELEC. DRYER, TYP. VENT TO OUTSIDE ROOF BELOW, TYP. HANDRAIL ONE-SIDE 36" ABV. NOSING, TYP. 36" WALL w/ WOOD CAP, TYP. AT STAIRS BEDROOM BEDROOM MASTER BEDROOM BATH VANITY LIN. CL CL LAUNDRY WALK-IN MASTER BATH LIN. LOFT BALCONY LOT 18 5'-2 1/4"4'-0" 1 1/4" = 1'-0" Town Home 1 - Ground Floor2 1/4" = 1'-0" Town Home 1 - Second Floor3 1/4" = 1'-0" Town Home 2 - Ground Floor4 1/4" = 1'-0" Town Home 2 - Second Floor TOWN HOME 1 SF GROUND FLOOR -1,005SF SECOND FLOOR - 695SF TOTAL -1,700SF TOWN HOME 2 SF GROUND FLOOR - 780SF SECOND FLOOR -1,035SF TOTAL -1,815SF Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A2.4 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS ROOF PLAN Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 A A 12 12 B B C C E E 11 11 D D 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 2/ A 4 . 0 2/ A 4 . 0 1/A4.1 1/A4.1 1/ A 4 . 0 1/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 2/A4.1 2/A4.1 3/ A 4 . 0 3/ A 4 . 0 1' - 0 " 4'-0"4'-0" 1' DRIP EDGE OVERHANGS, TYP. UNLESS NOTED OTHERWISE RAKE EDGES FLUSH TO WALL, TYP. U.N.O. UNIT SEPARATION TO ROOF/ WALL SHEATHING, NO PENETRATIONS WITHIN 4', TYP. NO RIDGE VENTS OVER OR WITHIN 4' OF SEPARATION, USE ROOF VENT EITHER SIDE, MIN. 4' FROM SEPARATION IF NEEDED LOT LINE, TYP. FIRE-RETARDANT- TREATED PLYWOOD 4' EA. SIDE OF SEPARATION/LOT LINE AIRFLOW THROUGH CONNECTED ATTIC SPACE, PROVIDE AIRFLOW OPENINGS AT OVERFRAMING, TYP. ICE & WATER SHIELD AT VALLEYS/ ROOF TRANSITIONS, TYP. LOWER GARAGE ROOFS (NO VENTING REQ'D) 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 7/ 1 2 10/12 10/12 10/12 10/12 8/12 8/12 10/12 10/12 2/ 1 2 2/ 1 2 2/ 1 2 2/ 1 2 4/12 4/124/12 4/12 4/12 4/12 5/ 1 2 2/ 1 2 GROUND FLOOR WALLS BELOW, TYP. SECOND FLOOR WALLS BELOW, TYP. 5/ 1 2 3/ 1 2 7/ 1 2 3/ 1 2 ICE&WATER SHIELD ENTIRE ROOF < 4/12, TYP. WALL HT. = 9'-1 1/8" HEEL HT. = 2'-6 1/2" ENTRY ROOF TRUSSES: NO HEEL ON TIMBER BEAM SET 9'-1 1/8" A.F.F., TYP. UNLESS NOTED OTHERWISE BEAM HT. = 10'-3" A.F.F.WALL HT. = 9'-1 1/8" HEEL HT. = 1'-0" WALL HT. = 19'-3" HEEL HT. = 1'-7" BEAM HT. = 9'-1 1/8", TYP. U.O.N. VENTS THROUGH ROOF, RE: MECH. KEEP OUT OF VALLEYS & MIN. 4' FROM SEPARATION LINES, TYP 7/ 1 2 TIMBER BEAMS @ ENTRY ROOFS, 9'-1 1/8" A.F.F., TYP., U.O.N. GARAGE WALLS 9'-6" AT DOOR, TYP. SOFFIT VENTS, TYP. RIDGE VENT, TYP. ASPHALT ROOFING FIRE RATING (UL790) - CLASS A WIND SPEED CLASS - 130mph (Vasd) ASTM D7158 - CLASS H ASTM D3161 - CLASS F SEAMLESS GUTTERS AT ALL DRIP EDGES TO DOWNSPOUTS, DRAINAGE DIRECTED AWAY FROM BUILDING, TYP. (4) TH1 ROOFS VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 1,295 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (4.3SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 4.3SF x 40% =1.72 SF (248sq in) min. ventilation req'd in ridge vents. Provide 15lf Ridge Vent w/ min. 17sq. in./lf LOWER VENT: 4.3SF x 60% = 2.58 SF (372sq in) min. ventilation req'd in soffit vents. Soffit vent where possible supplement w/ roof rake or 'pop' style vents as needed Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gaps at roofline blocking. IRC R-905 - HIGH WIND > 120 MPH THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305mm) BETWEEN SIDE LAPS WITH A 6-INCH (152mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12-GAGE (2.67mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM O.D. 3/4 INCH (19.1mm) INTO THE ROOF SHEATHING. (3) TH2 ROOFS VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 1,030 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (3.4SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 3.4SF x 50% =1.65 SF (245sq in) min. ventilation req'd in ridge vents. Provide 15lf Ridge Vent w/ min. 17sq. in./lf LOWER VENTS: 3.4SF x 50% =1.65 SF (245sq in) min. ventilation req'd in lower vents. Soffit vent where possible supplement w/ roof rake or 'pop' style vents as needed Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gaps at roofline blocking. RE: ROOF PLAN/SECTIONS ICE+WATER SHIELD TO MIN 24"INSIDE OF EXTERIOR WALL(2 COURSES) ICE+WATER SHIELD TO MIN 24"INSIDE OF EXTERIOR WALL UNDERLAYMENT ATTACHMENT PER IBC 1507.2.8.1 FOR HIGH WIND >120 mph, SEE NOTES UNDERLAYMENT ATTACHMENT PER IBC 1507.2.8.1 FOR HIGH WIND >120 mph, SEE NOTES MAINTAIN MIN. 1" SPACE FOR VENTILATION EXT.EXT. T.O. WallT.O. Wall TR U S S H E E L TR U S S H E E L METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT ASPHALT SHINGLE, TYP. U.O.N. SEALANT BLOCKING METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT ASPHALT SHINGLE, TYP. U.O.N. VENTED FIBER CEMENT SOFFIT SEALANT 2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING (PROVIDE MIN. 1" AIRSPACE) 1 1 1 1/8" = 1'-0" Roof Plan 2 1" = 1'-0" Eave Details Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A3.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS ELEVATIONS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 12 8 12 1012 10 12 1012 10 T.O. Beam EL: 114'-4 1/8" T.O. Slab EL: 105'-3" T.O. Beam EL: 113'-2 5/8" T.O. Slab EL: 104'-1 1/2" T.O. Beam EL: 113'-5" T.O. Slab EL: 103'-1 1/2" T.O. Beam EL: 111'-2 5/8" T.O. Slab EL: 102'-1 1/2" 12 11 10 9 8 7 6 5 4 3 2 1 1 11 1 1 1 1 1 1 1 7' - 0 " 3' - 0 " 5' - 1 0 " APX. LINE OF EXIST. GRADE FIBER CEMENT BOARD & BATTEN SIDING APX. PROPOSED GRADE 5/4x4 FIBER CEMENT DOOR/WINDOW TRIM, TYP. FIBER CEMENT SHINGLE SIDING FIBER CEMENT LAP SIDING, 4" EXP. DIVIDER FENCE BETWEEN POSTS SLIPFENCE® OR SIMILAR CHANNELS & WOOD/COMPOSITE PLANKS, G.C. OPTIONSTONE WAINSCOT w/ STONE WATER TABLE TO UNDERSIDE WINDOWS, TYP. 5/4x8 TRIM BANDS, TYP.5/4x6 CORNERBOARDS, TYP. CLASS 'A' ASPHALT SHINGLES, TYP. CANTILEVERED DECK RE: STRUCT. GUTTERS AT ALL DRIP EDGES DOWNSPOUTS TO DRAIN AWAY FROM FOUNDATION, TYP. METAL FORTRESS ® OR EQ. RAILINGS 36" A.F.F., ALL GAPS < 4", TYP. 'DARK SKY' EXT. LIGHTING, TYP.ALIGN T.O. WINDOW/ DOORS (TRIM), TYP.F.P. VENT 122 E C B AD 12 7 10 ' - 1 3 / 4 " LINE OF APX. EXIST. GRADE FIBER CEMENT LAP SIDING, 7" EXP., TYP. APX. PROPOSED GRADE 5/4x6 FIBER CEMENT CORNER BOARDS & SIDING TRIM, TYP. FIBER CEMENT BOARD & BATTEN SIDING, TYP. 5/4x8 FIBER CEMENT TRIM BANDS, TYP. F.P. VENT RE: STRUCT. CONC. PIER TO MIN. 30" BELOW FIN. GRADE, REINFORCE PER STRUCT. STONE WRAPPED COL. PLAN WALL/COLUMN RE: STRUCT. T.O. PIER TO T.O. STONE WRAP, TYP. SEALANT POST BASE RE: STRUCT. 1 1/8" = 1'-0" North Elevation 2 1/8" = 1'-0" East Elevation 3 1/2" = 1'-0" Stone Column Wrap TRIM FASCIA: 5/4x8" by ALLURA OR EQUAL (1" min thk) TRIM BAND: 5/4x10" by ALLURA OR EQUAL (1" min thk) WINDOW TRIM, TYP: HARDIE (3 1/2"x1 1/2") CORNERBOARDS @ LAP + SHINGLE HARDIE (3 1/2"x1 1/2") CORNERBOARDS @ BOARD + BATTEN 2 1/2" RUSTIC GRAIN BATTEN BOARDS SIDING 7" LAP: ARTISAN BY JAMES HARDIE 7" EXPOSURE (8 1/4"width) WOOD GRAIN TEXTURE MITER CORNERS 4" LAP: HARDIEPLANK CEDARMILL 4" EXPOSURE (5 1/4" width) WOOD GRAIN TEXTURE CORNERBOARD CORNERS BOARD + BATTEN: HARDIE PANEL CEDARMILL w/ 2 1/2" RUSTIC GRAIN BATTEN BOARDS @ 12"o.c. SHINGLE: HARDIESHINGLE STRAIGHT EDGE PANEL 7" EXPOSURE Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A3.1 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS ELEVATIONS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 12 4 Ridge EL: 137'-7 1/4" Topmost Top Plate EL: 124'-5 7/8" Roof Mean Ht. EL: 131'-0 1/2" 12 4 12 4 1 2 3 4 5 6 7 8 9 10 11 12 1 1 1 1 1 1 1 28 ' - 6 1 / 2 " BL D G H T . 13 ' - 1 3 / 8 " FIBER CEMENT LAP SIDING 7" EXPOSURE FIBER CEMENT LAP SIDING 7" EXPOSUREFIBER CEMENT BOARD & BATTEN SIDING FIBER CEMENT LAP SIDING 4" EXPOSURE FIBER CEMENT LAP SIDING 5" EXPOSURE 'DARK SKY' LIGHTING, TYP.ELEC. SERVICE, TYP. GAS SERVICE, TYP. A/C CONDENSOR IN FRONT, PROV. BALLARD PROTECTION, TYP. Avg. Grade EL: 102'-6" 12 7 A B C E 12 2 D 3' - 0 " F.P. VENT FIBER CEMENT B&B SIDING FIBER CEMENT SHINGLE SIDING STONE WRAP PIER w/ STONE CAP FIBER CEMENT LAP SIDING 7" EXPOSURE 5/4x6 FIBER CEMENT CORNERBOARDS, TYP. LINE OF APX. EXIST. GRADE, TYP.APX. PROPOSED GRADE, TYP. 1 1/8" = 1'-0" South Elevation 2 1/8" = 1'-0" West Elevation Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A4.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS SECTIONS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 E D C B A 12 2 122 12 7 T.O. Wall EL: 123'-4 3/8" T.O. Wall EL: 112'-2 5/8"T.O. Wall EL: 110'-6" T.O. Wall EL: 122'-4 1/4" Second Floor EL: 113'-3 1/4" Ridge EL: 134'-9 5/8" 16 R @ 7 5 / 8 " 10 ' - 1 3 / 4 " 3' - 0 " 11" 3' - 0 " 1' - 0 " 2' - 0 1 / 2 " 3'-8 1/2"11T @ 10" 9'-2" 3' - 0 " 5/8" TYPE 'X' GYP TO UNDERSIDE STAIRS, TYP. AT USABLE SPACE R-49 INSUL. AT BOT. CHORD, TYP. R-21 INSUL. EXTERIOR WALLS, TYP. ICE&WATER SHIELD ENTIRE ROOF < 4/12, TYP. MIN. R-10 RIGID INSUL., MIN. 2' (HORIZ.+VERT.) FROM T.O. SLAB, TYP. AROUND EXT. PERIMETER SLAB ON GRADE 2% SLOPE 19' FROM O.H. DOOR HANDRAIL 36" ABV. NOSING, 1-SIDE, TYP. 5/8" TYPE 'X' GYP GARAGE WALL/CLG, TYP. GYP ROOF/CLG, TYP. GYP ROOF/CLG, TYP. FIBER CEMENT SOFFIT w/ SOFFIT VENT, TYP. RIDGE VENT, TYP. MECH.GARAGE BEDROOM STAIR LOFT MASTER BATHCLOSET MASTER BEDROOM CL LOW WALL BEYOND TRUSS ROOF, TYP. Garage Entry EL: 101'-0" A B C D E T.O. Wall/Beam EL: 114'-4 1/8" T.O. Wall EL: 124'-5 7/8"1' - 4 " 1' - 6 " 9' - 0 1 / 2 " 10 ' - 1 3 / 4 " R-21 INSUL. EXTERIOR WALLS, TYP. GYP FLR/CLG, TYP. 5/8" TYPE 'X' GYP THROUGHOUT GARAGE GYP ROOF/CLG, TYP. TRUSS ROOF, TYP. TRUSS HEEL HT. GARAGE BEDROOM LIVING KITCH.DINING BATH Garage Entry EL: 102'-6" T.O. Slab EL: 102'-10 1/2" T.O. Slab EL: 105'-3" T.O. Wall EL: 112'-0" E D C B A 12 2 12 7 T.O. Wall EL: 121'-4 3/8" Ground Floor EL: 102'-1 1/2" Second Floor EL: 112'-3 1/4" T.O. Wall EL: 109'-6" 122 T.O. Beam/Wall EL: 111'-2 5/8" 12 7 16 R @ 7 5 / 8 " 10 ' - 1 3 / 4 " 15T @ 10" 12'-6" 7' - 1 5 / 8 " 3' - 0 " 1' - 4 1 / 8 " 1' - 6 3 / 8 " 5/8" TYPE 'X' GYP TO UNDERSIDE STAIRS, TYP. AT USABLE SPACE R-49 INSUL. AT BOT. CHORD, TYP. R-21 INSUL. EXTERIOR WALLS, TYP. HANDRAIL 36" ABV. NOSING, 1-SIDE, TYP. GYP ROOF/CLG, TYP. FIBER CEMENT SOFFIT w/ SOFFIT VENT, TYP. ICE & WATER SHIELD ENTIRE ROOF <4/12 TRUSS HANGER BY TRUSS MFR. BEDROOM STAIR GARAGE SITTING BATH Garage Entry EL: 100'-0" A B C D E 12 2 T.O. Wall EL: 111'-1 1/2" Ridge EL: 137'-6 3/8" T.O. Beam/Wall EL: 113'-2 5/8" Ground Floor EL: 104'-1 1/2" Second Floor EL: 114'-3 1/4" T.O. Wall EL: 123'-4 3/8" 12 7 12 6 1' - 2 5 / 8 " 1' - 6 " 1' - 6 " 2% SLOPE 19' FROM O.H. DOOR GYP ROOF/CLG, TYP. LINE OF APX. EXIST. GRADE, TYP. GAS F.P. VFY FRAMING w/ MODEL FIBER CEMENT SOFFIT, TYP. MASTER GARAGE LOFT KITCHENDININGLIVING Garage Entry EL: 101'-7 1/2" 1 1/8" = 1'-0" TH1 Stair Section2 1/8" = 1'-0" TH1 Cross Section 3 1/8" = 1'-0" TH2 Stair Section4 1/8" = 1'-0" TH2 Cross Section Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A4.1 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS SECTIONS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 T.O. Wall EL: 111'-2 5/8" Second Floor EL: 112'-3 1/4" T.O. Wall EL: 121'-4 3/8" Ground Floor EL: 102'-1 1/2" 3/A4.1 FIRE-RETARDANT SHEATHING MIN. 4' EA. SIDE R-49 INSUL. AT BOT. CHORD, TYP. MECH. CHASE, TYP.FURRED STEM WALL WEST WALL ONLY SEPARATION TO UNDERSIDE ROOF SHEATHING, TYP.ENGINEERED TRUSSES, TYP. VANITY LOT 14LOT 15 LOT 16LOT 17LOT 18LOT 19LOT 20 VANITY KITCHENCLMUD STAIR LOFT KITCHEN LNDRY LOFT BATH VANITY KITCHEN CLMUD STAIR LOFTBATH VANITY KITCHENCLMUD STAIR LOFT BATH VANITY KITCHEN CLMUD STAIR LOFTBATH MUDMECH. VANITY KITCHEN LNDRY LOFT MUDMECH. VANITY KITCHEN LNDRYLOFT MUD MECH. 1 2 3 4 5 6 7 8 9 10 11 12 T.O. Wall EL: 112'-2 5/8" Second Floor EL: 113'-3 1/4" Ground Floor EL: 103'-1 1/2" T.O. Wall EL: 122'-4 3/8" T.O. Wall EL: 111'-2 5/8" Second Floor EL: 112'-3 1/4" Ground Floor EL: 102'-1 1/2" T.O. Wall EL: 121'-4 3/8" T.O. Wall EL: 113'-2 5/8" Second Floor EL: 114'-3 1/4" Ground Floor EL: 104'-1 1/2" T.O. Wall EL: 123'-4 3/8" T.O. Wall EL: 114'-4 1/8" Second Floor EL: 115'-4 3/4" Ground Floor EL: 105'-3" T.O. Wall EL: 124'-5 7/8" 12 11 10 9 8 7 6 5 4 3 2 1 12 10 T.O. Wall EL: 111'-2 5/8" Second Floor EL: 112'-3 1/4" T.O. Wall EL: 121'-4 3/8" Ground Floor EL: 102'-1 1/2" 12 10 R-49 INSUL. AT BOT. CHORD, TYP. SOUND INSUL. IN FLR/CLG, TYP. ENGINEERED TRUSS ROOFS, TYP. FURRED STEM WALL FLAT FRAME 2x4's @ 16" O.C. w/ 1 1/2" RIGID INSUL.LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LIVING MASTER CLSTAIR LIVING MASTERCLSTAIR LIVING MASTER CLSTAIR LOFT LIVINGHALL LOFT LIVING HALL LOFT LIVING HALL LOFT LIVINGHALL 1" RATED SEPARATION 1" MIN. 4' FIRE RATED SHEATHING MIN. 4' FIRE RATED SHEATHING UNIT SEPARATION TO UNDERSIDE LOWER ROOF ACOUSTIC INSUL. FILL CAVITY AT RIM TO MIN. 12" IN GYP BACKING AS NEEDED FULL HEIGHT RIM STEP DETAIL RE: STRUCT. CONC. SLAB ON GRADE RATED EXTERIOR WALL TO UPPER ROOF RE: ASSEMBLIES SEPARATION LAYERS IN C-CHANNEL TO UNDERSIDE SHEATING SEPARATION LAYERS CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING 1 1/8" = 1'-0" Longitudinal Section North 2 1/8" = 1'-0" Longitudinal Section South 3 1" = 1'-0" Separation Wall Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A5.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS DOORS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 DOOR SCHEDULE ID 100 101 102 103 103A 104 105 105A 106 107 107A 108 109 110 111 200 201 202 203 204 205 205A 206 Leaf Dimensions 3'-0"×6'-8" 18'-0"×8'-0" 3'-0"×6'-8" 5'-0"×6'-8" 2'-8"×6'-0" 5'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-0"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 6'-0"×7'-0" 2'-8"×6'-8" 5'-0"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 2'-0"×6'-8" 2'-6"×6'-8" 3'-0"×6'-8" Frame Width 6 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 0" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" Quantity 7 7 7 3 4 7 4 3 7 3 4 4 4 4 4 3 17 14 10 7 7 3 3 Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" Frame Material WD N/A WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material F.G. INSUL. MTL. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD F.G, / VINYL S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-1 HW-8 HW-7 HW-6 HW-2 HW-4 HW-5 HW-2 HW-2 HW-3 HW-3 HW-2 HW-3 HW-3 HW-2 BY MFR HW-3 HW-6 HW-3 HW-3 HW-2 HW-2 HW-2 Style A B C G C G F C C C C C C C C D C E C C C C C Location ENTRY GARAGE O.H. GARAGE/HOUSE COAT/STORAGE COAT/STORAGE MECHANICAL MUD/KITCHEN MUD/KITCHEN PANTRY POWDER POWDER CLOSET MASTER BED MASTER BATH LAUNDRY BALCONY BEDROOMS BEDROOM CL VANITY BATH / W.C. LINEN LINEN LAUNDRY Notes 20 MIN. DOOR TYPE A 2 PANEL ARCH TOP (MAIN ENTRY) TYPE B 5 PANEL GARAGE DOOR TYPE C 2 PANEL SINGLE SWING TYPE D FULL LIGHT PATIO DOOR DOUBLE LEAF SLIDER TYPE E 2 PANEL BYPASS TYPE G 2 PANEL DOUBLE DOOR *RE: PLAN FOR SWING/OPENING DIRECTIONS, TYP. TYPE F 2 PANEL BARN-DOOR SLIDER BUILDING WRAP SEALANT TYPICAL WOOD FRAME DOOR HEAD @ SIDING INTERIOR WOOD DOOR JAMB WOOD DOOR JAMB @ SIDING INTERIOR WOOD DOOR HEAD CASING 5/8" GYP BOARD HEADER, RE: STRUCTURAL 1/2" PLY. SHEATHING 2x6 STUD WALL WOOD DOOR JAMB CASING WALL ASSEMBLY VARIES RE: PLANS CASING, HALL SIDE OF RETAIL UNITS ONLY DOOR JAMB SEALANT 1/2" PLY. SHEATHING 5/8" GYP BOARD 2x6 WALL STUDS WOOD DOOR JAMB CASING CASING, BOTH SIDES WALL ASSEMBLY VARIES HEADER, RE: STRUCTURAL WOOD DOOR HEAD INSUL. SIDING METAL DRIP EDGE SIDING EXTERIOR TRIM +/ - 3 " DECK FLUSH W/ SUBFLOOR @ UNIT 'D' TYPICAL DECK THRESHOLD EXTERIOR DOOR THRESHOLD DOOR SWEEP DRIP EDGE COMPOSITE DECKING SEALANT 2 1/4" = 1'-0" Door Elevations 1 1 1/2"= 1'-0" DOOR DETAILS HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR SPRING HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW- 3 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER W- 4 - PAIR DOOR (MECH) 3 PR BUTT HINGES 1 EA. LEAF DUMMY LEVER 1 EA. LEAF BALL CATCH HARDWAR SET 2 WALL BUMPER 1 EA. LEAF WEATHER STRIP 1 EA. LEAF DOOR SWEEP HW- 5 - EXTERIOR "BARN DOOR" SLIDER 1 HEAVY DUTY 'JUMP-PROOF' BARN DOOR TRACK w/ STOP 1 FLUSH PULLS EACH SIDE HW- 6 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 7 - GARAGE DOOR 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 LOCKSET - ENTRY 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 WALL BUMPER HW- 8 - OVERHEAD 1 OVERHEAD DOOR TRACK 1 OPERATOR 1 BOTTOM SEAL SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KEY S.C. H.C. H.M. WD FG GLAZING IN DOORS TEMPERED, TYP. Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A5.1 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS WINDOWS Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 Window Schedule ID A A1 B C C1 C1 D E F G H H1 I J K L M M1 N Width 4'-0" 4'-0" 5'-0" 6'-0" 6'-0" 6'-0" 8'-0" 2'-0" 2'-6" 2'-6" 2'-0" 2'-0" 5'-0" 7'-6" 5'-0" 7'-6" 2'-0" 2'-0" 4'-0" Height 5'-0" 5'-0" 5'-0" 4'-0" 4'-0" 4'-0" 5'-0" 4'-0" 4'-6" 3'-6" 3'-6" 3'-6" 5'-0" 3'-6" 4'-0" 5'-0" 3'-0" 3'-0" 3'-0" Quantity 7 2 4 2 1 1 1 2 4 10 2 2 1 2 1 2 2 2 1 Head Height 6'-10" 6'-10" 8'-0" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 8'-0" 7'-0" 6'-10" 6'-10" 8'-0" 9'-0" 8'-0" 8'-0" 7'-6" 7'-6" 8'-0" Mulled Units (2) 2'x5' (2) 2'x5' (2) 2'6"x8' (3) 2'x4' (3) 2'x4' (3) 2'x4' (2) 2'x5' (1) 4'x5' (2) 2'6"x5' (3) 2'6"x3'6" (2)2'6"x4' (3)2'6"x4' (2) 2'0"x3'0" Type 5 5 2 6 6 6 7 1 1 1 1 1 5 6 3 3 4 4 2 (OR SLIDER) Tempered YES - DOOR PROXIMITY YES - DOOR PROXIMITY NO > 24" FROM DOOR YES - WET LOCATION YES - SHOWER YES - SHOWER Location LIVING BEDROOM MASTER BEDROOM DINING / LIVING DINING / LIVING DINING / LIVING LIVING LIVING BEDROOM BEDROOM MASTER BEDROOM BATH LIVING (HIGH) LOFT LIVING (HIGH) LIVING (HIGH) W.C. SHOWER SHOWER Notes EMERGENCY EGRESS EMERGENCY EGRESS EMERGENCY EGRESS FALSE MEETING RAIL, RE: ELEVATION FALSE MEETING RAIL, RE: ELEVATION FALSE MEETING RAIL, RE: ELEVATION STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP RE : S C H E D U L E RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE RE: SCHEDULE RE : S C H E D U L E RE : S C H E D U L E RE: SCHEDULE RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE RE : S C H E D U L E RE : S C H E D U L E RE: SCHEDULE TYPE 1 SINGLE CASEMENT TYPE 2 DOUBLE CASEMENT TYPE 4 SINGLE HUNG TYPE 5 (2) SINGLE HUNG TYPE 7 SINGLE HUNG - FIXED - SINGLE HUNG *RE: ELEVATIONS FOR OPENING DIRECTION, TYP. TYPE 3 FIXED/MULTIPLE FIXED TYPE 6 (3) SINGLE HUNG WINDOW HEAD TRIM EXTERIOR TRIM BUILDING WRAP WINDOW SILL WINDOW HEAD WINDOW JAMB PAINTED WOOD SILL 1/2" PLY. SHEATHING SIDING BUILDING WRAP WINDOW 5/8" GYP BOARD APRON 1/2" PLY. SHEATHING BUILDING WRAP 1/2" PLY. SHEATHING SEALANT GYP WRAP JAMBS WINDOW w/ NAILING FIN WINDOW WINDOW TRIM SIDING SIDING HEADER, RE: STRUCTURAL METAL DRIP EDGE GYP WRAP Generated by REScheck-Web Software Compliance Certificate Project Divide Townhome B Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Multi-family Project Type:New Construction Conditioned Floor Area:15,500 ft2 Glazing Area 10% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: Estes Park, CO 80517 Owner/Agent: Wildfire Development Estes Park, Colorado 80517 Designer/Contractor: Bas1s Architecture Estes Park, Colorado 80517 Permit Number: Compliance: Passes using UA trade-off 11.1% Better Than Code Maximum UA:1091 Your UA:970 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Ceilings: Raised or Energy Truss 8,267 49.0 0.0 0.020 0.026 165 215 Exterior Walls: Wood Frame, 24" o.c.9,125 21.0 0.0 0.056 0.060 442 474 Entry Doors: Solid Door (under 50% glazing)141 0.260 0.320 37 45 Garage Doors: Solid Door (under 50% glazing)141 0.200 0.320 28 45 Patio Doors: Glass Door (over 50% glazing)121 0.300 0.320 36 39 Windows: Vinyl Frame 830 0.300 0.320 249 266 Stem Wall: Solid Concrete or Masonry 102 7.5 0.0 0.125 0.065 13 7 Floors: Slab-On-Grade (Unheated) Insulation depth: 2.0'492 10.0 0.767 0.767 0 0 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Divide Townhome B Data filename:Page 1 of 1 12/22/22Report date: Jayson McMurren - Bas1s RA 12-22-22 1 2 Opening Flashing 1 1/4" = 1'-0" Window Elevations4 1 1/2"= 1'-0" WINDOW DETAILS NOTES: VINYL WINDOWS, TYP DOUBLE GLAZED LOW E GLASS MAX U-VALUE PER RESCHECK VERIFY EGRESS SIZES w/ WINDOW MFR. *9' HEADER 10' CEILING - VFY TRUSSES Reviewed by SAFEbuilt 04/25/2023 10/21/2011 BAS1S.com A6.0 Sheet No: Sheet Title: Architecture, P.C. Issue/Date: © BASIS REFLECTED CEILING PLAN Th e D i v i d e T o w n h o m e s At W i l d f i r e B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , CO 80 5 1 7 CD - 12/19/2022 REV1 - 3/2/2023 Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e , S u i t e 1 0 0 970.586.9140 A R C H I T E C T U R E P . C . 3.2.23 UP F F 876 FIBER CEMENT SOFFIT w/ 1x2 BATTENS @ 4' O.C. EA. WAY, TYP. 5/8" TYPE 'X' GYP AT GARAGE, TYP. MECH. CHASE DROPPED SOFFIT 5/8" TYPE 'X' GYP UNDER STAIRS, TYP. LINE OF CLG STEP 9'-0" EF 8'-0" EF 19' CLG 9' SOFFIT CLG DN 876 F F F 1 CEILING STEP IN TRUSSES FOR 9' HEADER WINDOWS, TYP. ATTIC ACCESS 9'-0" E.F. 10'-0" F 65 5/8" TYPE 'X' GYP UNDER STAIRS, TYP. 5/8" TYPE 'X' GYP AT GARAGE, TYP. MECH. CHASE DROPPED SOFFIT CLG STEP AT GARAGE ROOFS, TYP. EF 9' SOFFIT CLG 65 F FF 1 ATTIC ACCESS 9'-0" E.F. E.F. 1 1/4" = 1'-0" TH1 - Ground Floor RCP2 1/4" = 1'-0" TH1 - Second Floor RCP3 1/4" = 1'-0" TH2 - Ground Floor RCP4 1/4" = 1'-0" TH2 - Second Floor RCP Reviewed by SAFEbuilt 04/25/2023 DESIGN LOADS CODE: 2015 IBC W/TOWN OF ESTES PARK LOCAL AMENDMENTS RISK CATEGORY: II ELEVATION: 7593 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 66 PSF SLOPED ROOF SNOW LOAD: 51 PSF FLOORS: PRIVATE ROOMS/CORRIDORS LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF PRIVATE DECK AREAS LIVE LOAD: 66 PSF PRIVATE DECK AREAS DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B EARTHQUAKE IMPORTANCE FACTOR Ie = 1 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=25.2%g MAPPED SPECTRAL RESPONSE ACCELERATION, S1=6.4%g DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs=0.268 DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1=0.103 SOIL SITE CLASS=D BASIC STRUCTURAL SYSTEM: STRUCTURAL STEEL AND WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND BEARING WALL SYSTEM STRUCTURAL SEISMIC LATERAL SYSTEM: WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND REINFORCED CONCRETE SHEARWALLS RESPONSE MODIFICATION FACTOR, R= SEISMIC RESPONSE COEFFICIENT, Cs= ANALYSIS PROCEDURE-SIMPLIFIED METHOD ASSUMED SOIL BEARING CAPACITY: 3000 PSF ENGINEER TO VERIFY SOIL CONDITIONS GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. 8. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 9. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES OR OTHER ENTITIES DRAWINGS, CONTACT ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR PRICING/BIDDING. 10. CONTRACTORS ERECTION/CONSTRUCTION SEQUENCES SHALL CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING CONSTRUCTION. 11. ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT TO THE ENGINEER FOR APPROVAL. 12. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL ELIMINATE THE REQUIREMENT FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION ENGINEERING. STRUCTURE HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. CONSTRUCTION ENGINEERING INCLUDES, BUT IS NOT LIMITED TO LAYOUT, DESIGN OF FORMWORK AND SHORING, DESIGN OF CONCRETE MIXES, ERECTION PROCEDURES, WELDING PROCEDURES, DESIGN OF TEMPORARY BRACING, SURVEYING TO VERIFY TOLERANCES, EVALUATION OF TEMPORARY LOADS DUE TO EQUIPMENT AND MATERIALS, ENGINEERING TO RESIST LOADS NOT LISTED ON THE DRAWINGS, DESIGN OF SPLICES TO PERMIT TRANSPORT OF MATERIALS AND SUBMISSION OF CALCULATIONS DEMONSTRATING ADEQUACY OF THE ABOVE. 14. THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED AS STAND-ALONE DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DRAWINGS INTO SHOP DRAWINGS AND WORK. 15. COORDINATE DIMENSIONING OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC. WITH ARCHITECTURAL DRAWINGS AND DRAWINGS FROM OTHER DISCIPLINES PRIOR TO BEGINNING CONSTRUCTION AND SHOP DRAWING SUBMITTALS. DEFERRED SUBMITTALS 1. THE FOLLOWING PORTIONS OF STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE ITEMS WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL AND THE CHIEF BUILDING OFFICIAL IN THE JURISDICTION HAVING AUTHORITY BY THE CONTRACTOR: ·PRE-FABRICATED STAIR ELEMENTS ·METAL OR WOODEN RAILINGS ·WOOD TRUSS FRAMING 2. CONNECTION OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL BE THE RESPONSIBILITY OF THE DEFERRED SUBMITTAL SUPPLIER. CONNECTIONS SHOULD BE DESIGNED TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE MEMBER BEING ATTACHED TO. 3. ALL CONNECTIONS TO THE PRIMARY STRUCTURE OF THE DEFERRED SUBMITTAL ITEMS TO BE MADE WITH PINNED CONNECTIONS. MOMENT CONNECTION SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DESIGN AND LABELED ON THE PLANS BY THE ENGINEER. 4. CONCRETE WALLS SHALL BE CONSIDERED AS CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 5. SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS AT THE TIME OF SUBMISSION OF SHOP DRAWINGS. WOOD FRAMING AND SHEATHING NOTES 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON SHEET S7. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SOLID BLOCKING TO BE PROVIDED AT ALL BEARING POINTS OF STRUCTURAL MEMBERS. 39. UPLIFT CONNECTIONS FOR ROOF TRUSSES TO BE PROVIDED BY THE TRUSS MANUFACTURER. 40. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. UNLESS NOTED OTHERWISE. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTs SHALL CONFORM TO ASTM A992, 50 KSI YIELD. 3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786-05, COMMERCIAL GRADE. 4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTs AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI YIELD. 5. HOLLOW STRUCTURAL STEEL SECTIONS (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 46 KSI YIELD. 6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 42 KSI YEILD. 7. PIPE SHAPES SHALL CONFORM TO ASTM A53-12, GRADE B, 35 KSI YIELD. 8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM A325-04 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC, 13TH EDITION. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," 2010. 9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS. 10. ANCHOR RODS SHALL CONFORM TO ASTM F1554-99, GRADE (36, 55, AND/OR 105) AS NOTED ON THE STRUCTURAL DRAWINGS WITH WELDABILITY SUPPLEMENT S1. 11. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: 2010 STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. 12. ALL POST-INSTALLED ANCHORS SHALL HAVE CURRENT INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 15. EXPANSION ANCHORS SHALL BE APPROVED "WEDGE" TYPE UNLESS SPECIFICALLY NOTED TO BE "SLEEVE" TYPE AS NOTED ON THE STRUCTURAL DRAWINGS. 16. POST INSTALLED BOLTS AND REBAR SHALL USE AN APPROVED EPOXY OR SIMILAR ADHESIVE TYPE AS APPROPRIATE FOR INSTALLATION IN SOLID AND NON-SOLID BASE MATERIALS. 17. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107-13. 18. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 19. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16”h FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 20. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 21. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 22. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. OPEN-WEB WOOD TRUSS NOTES 1. MANUFACTURE AND INSTALLATION OF METAL PLATED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION," BCSI-2008 (BUILDING COMPONENT SAFETY INFORMATION) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," AND DSB-89 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." 2. PRE-ENGINEERED, PREFABRICATED TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO, AND SHALL COMPLY WITH CODE REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FULL DEAD LOADS AND THE SUPERIMPOSED DESIGN LOADS NOTED ABOVE OR ON THE DRAWINGS. 4. STRESSES SHALL NOT EXCEED THOSE LISTED IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT (AF&PA NDS-2005). <NO INCREASES IN STRESS ARE ALLOWED FOR DURATION OF LOAD.> 5. THE FABRICATOR SHALL DETERMINE TRUSS WEB ARRANGEMENTS AND MEMBER FORCES. 6. TRUSS TO TRUSS CONNECTIONS SPECIFIED SHALL BE BY TRUSS SUPPLIER, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 7. UNLESS OTHERWISE INDICATED, TRUSSES SHALL BE DESIGNED FOR PERPENDICULAR TO GRAIN BEARING ON HEM FIR PLATES (405 PSI). END GRAIN BEARING IS NOT ALLOWED UNLESS ACCEPTED IN WRITING BY ENGINEER. DESIGN TRUSS FOR BEARING BLOCKS OR TRUSS BEARING ENHANCERS AS REQUIRED TO COMPENSATE FOR OVERSTRESSES. SPECIFY SIZE, SPECIES, AND NAILING FOR BEARING BLOCKS. 8. TRUSS FABRICATOR SHALL SPECIFY ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING. CALCULATIONS AND SHOP DRAWINGS, INCLUDING MEMBER SIZES, LUMBER SPECIES AND GRADES, AND SUBSTANTIATING DATA FOR CONNECTOR CAPACITIES, SHALL BE SUBMITTED TO THE ENGINEER/LOCAL ENTITY BUILDING OFFICIAL FOR REVIEW PRIOR TO FRAMING INSPECTION. 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © STRUCTURAL NOTES Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S1 FOUNDATION NOTES 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. REINFORCED CONCRETE NOTES 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 3 4" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 3 4" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 1 2" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 12" MINIMUM AND SHALL BE PLACED A MINIMUM OF 32" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 18. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 19. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 20. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. SPECIAL INSPECTIONS 3/7/23 3/7/2023 CD Δ1 Reviewed by SAFEbuilt 04/25/2023 1 2 3 4 5 6 7 8 9 A B C D E A B C D E 10 11 12 1 2 3 4 5 6 7 8 9 10 11 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 100'-0" F16 HD1 F16 F16 F16 F16 F16 F16 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1HD1HD1 HD1 HD1HD1 HD1 HD1 F20 F20 F20 F20 F20 F20 F20 F20 F20 F2 0 F2 0 F2 0 F2 0 F2 0 F1 6 F16A F3 0 F3 0 F1 6 F1 6 F1 6 F3 2 x 4 0 F30 F30 F30 F3 0 F3 0 F3 2 x 4 0 F3 2 x 4 0 F3 0 F24 F2 0 F2 0 F32X40 F40X56 F40X56 F3 2 X 4 0 F4 0 X 5 6 F3 2 X 4 0 F30 F2 0 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F1 6 F2 4 F2 4 X 4 0 F2 4 X 4 0 F2 4 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 102'-0" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 104'-3 1 8" T.O.W. = 102'-1 1 2" T.O.F. = 100'-0 1 2" 23'-11" FS T.O.W. = 100'-0" T.O.F. = 97'-10" T.O.W. = 100'-6" T.O.F. = 98'-4" T.O.W. = 102'-1 1 2" T.O.F. = 100'-6 1 2" T.O.W. = 102'-1 1 2" T.O.F. = 99'-11 1 2" T.O.W. = 102'-1 9 16" T.O.F. = 99'-11 9 16" T.O.W. = 101'-0" T.O.F. = 98'-10" T.O.W. = 103'-1 1 2" T.O.F. = 101'- 0 1 2" T.O.W. = 103'-1 1 2" T.O.F. = 101'-6 1 2" T.O.W. = 103'-1 9 16" T.O.F. = 100'-11 9 16" T.O.W. = 102'-0" T.O.F. = 99'-10" T.O.W. = 104'-3 1 8" T.O.F. =102'-0 1 2" T.O.W. = 104'-3 1 8" T.O.F. = 102'-1 1 8" T.O.W. = 102'-6" T.O.F. = 100'-4" T.O.W. = 105'-3 1 8" T.O.F. = 102'-6 1 2" T.O.W. = 105'-3 1 8" T.O.F. = 103'-1 1 8" T.O.W. = 105'-3 1 8" T.O.F. =103'-0 1 2" F16A F16A F16A F24 FS F16A F16A F16A T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 1 0 " FS F20 F20 F20 F20 F20 F20 T. O . W . = 1 0 3 ' - 0 " T. O . F . = 1 0 0 ' - 1 0 " T. O . W . = 1 0 7 ' - 9 18" T. O . F . = 1 0 4 ' - 1 1 18" FS FS FS FS FS FS FS T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = T . O . S T. O . F = 1 0 0 ' - 8 " T. O . F = 9 9 ' - 8 " FS FS FS FS FS FS FS STEP WALL @ DOOR 4" FOR GARAGE SLAB 12'-6"11'-7"11'-7"12'-6"24'11'-7"12'-6"12'-6"11'-7"24'24' 10' 4' 33'-6" 24'-6" 62'-1" 10'-1" 11' 5' 12'-6"23'-2"12'-7"23'-9"11'-8"24'-10"11'-9"48' 10'-1" 11'-2" 5'-1" HD1 4' 1' 11'-5" 14'-3" 10'-1"8'-8" 9'-8" 8'-8" 9'-7" 10'-1" 14' 4'-10" 11'-8" 1'-1" 11'-8"11'-9" 42'-11" 15'-4" 168'-3" 12'-8" 13' 1'-8"1'-8" 13'-1"16'-11"17'-2" 12'-6" 3'-1" 41'-6" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 105'-3 1 8" 25'-5" 12'7'-3"4'-1"4'-1"7'-5"12'-7"5'-8" 3'-9" 14'-7"4' 2" 12'-7"12'-7"7'-3"4'-2"14'-5"3'-8"5'-9"5'-10"3'-9"13'-11" 12'-6" 25'-5" 27'-5" 4'-9" 12'-7" 7'-11" 11'-8" 13'-10" 12'-1" 6'-3" 10'-8" 10'-1" 6'-8" 3'-1" 14'-1" 11'-4" 31'-5" 4'-9" 10'-2" 11'-4" 7'-1" 18'-1" 6'-6" 4'-9" 10'-3" 10'-9" 14' 12'-6" 6'-4" 14'-3" 12'-4" 5'-10" 6'-4" 11'-8" FOUNDATION NOTES: 1.SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2.SEE S7 FOR TYPICAL FOUNDATION DETAILS 3.COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. CONTACT ENGINEER WITH KNOWN DISCREPANCIES 4.ENGINEER TO APPROVE STAMPED TRUSS SHOP DRAWINGS PRIOR TO POURING CONCRETE ELEMENTS. 5.SLOPE GARAGE SLABS OUT OF GARAGE RE: ARCH DRAWINGS. NOTATIONS: T.O.F.- TOP OF FOOTING S.O.S.- TOP OF SLAB T.O.W.- TOP OF WALL T.O.P.- TOP OF PIER/PILASTER FS- FOUNDATION STEP LOCATION HDx- HOLD DOWN (SEE SCHEDULE) Fx- FOOTING (SEE SCHEDULE) BPx- BASE PLATE (SEE DETAILS) F16A F16A F16A 1" 3" T. O . F = 1 0 1 ' - 7 916 " 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 103'-0" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 101'-0" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 101'-6" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 102'-6" T. O . F = 1 0 0 ' - 2 " F2 0 F2 0 F2 0 T. O . F = 1 0 1 ' - 2 " F2 0 T. O . F = 1 0 1 ' - 8 " F2 0 T. O . F = 1 0 2 ' - 2 " F2 0 T. O . F = T . O . S F2 0 T. O . F = 1 0 3 ' - 9 18" F2 0 T. O . F = 1 0 2 ' - 7 916 " F2 0 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. =102'-1 1 2" T.O.W. = 102'-1 9 16" T.O.F. = 99'-11 9 16" T. O . W . = 1 0 2 ' - 1 916 " T. O . F . = 9 9 ' - 1 1 916 "T. O . W . = 1 0 2 ' - 1 9 16 " T. O . F . = 9 9 ' - 1 1 9 16 " T.O.W. = 102'-1 9 16" T.O.F. = 99'-11 9 16" FS T.O.W. = 103'-1 9 16" T.O.F. = 100'-11 9 16" T. O . W . = 1 0 3 ' - 1 916 " T. O . F . = 1 0 0 ' - 1 1 916 " T. O . W . = 1 0 4 ' - 3 1 8" T. O . F . = 1 0 2 ' - 1 1 8" T. O . W . = 1 0 5 ' - 3 18" T. O . F . = 1 0 3 ' - 1 18" T.O.W. = 105'-3 1 8" T.O.F. = 103'-1 1 8" T. O . W . = 1 0 5 ' - 3 18" T. O . F . = 1 0 3 ' - 1 18" T.O.W. = 105'-3 1 8" T.O.F. = 103'-1 1 8" T. O . W . = 1 0 5 ' - 3 1 8" T. O . F . = 1 0 3 ' - 1 1 8" T.O.W. = 105'-3 1 8" T.O.F. = 103'-1 1 8" T.O.W. = 101'-6" T.O.F. = 99'-4" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 100'-6" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 103'-1 9 16" BP1 BP1 BP1 BP1BP1 BP1 BP1 BP1 BP1 F30 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB T.O.W. = 103'-0" T.O.F. = 100'-10" 12 T.O.S. = 100'-4 1 2" T. O . W . = 1 0 2 ' - 1 1 2" T. O . F . = 9 9 ' - 1 1 1 2" T.O.S. = 100'-10 1 2"T.O.S. = 101'-4 1 2"T.O.S. = 101'-10 1 2"T.O.S. = 102'-4 1 2"T.O.S. = 102'-10 1 2"T.O.S. = 103'-4 1 2" FOUNDATION PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © FOUNDATION PLAN TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S2 3/7/23 3/7/2023 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B CD SCALE: 1/8" = 1'0'16'32'8'4' Reviewed by SAFEbuilt 04/25/2023 UPUP UP UP (2)1 3 4"x11 7 8" LVL FLUSH BEAM PR E - E N G I N E E R E D TR U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PRE-ENGINEERED TRUSS @ 24" O.C. PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PRE-ENGINEERED TRUSS @ 24" O.C. PRE-ENGINEERED TRUSS @ 24" O.C. PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . W16x40 FLUSH STEEL BEAM (3)1 3 4"x 11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER BEARING WALL ABOVE W16x40 FLUSH STEEL BEAMW16x40 FLUSH STEEL BEAM W16x40 FLUSH STEEL BEAM W16x40 FLUSH STEEL BEAM PR E - E N G I N E E R E D O V E R F R A M E TR U S S @ 2 4 " O . C . PR E - E N G I N E E R E D O V E R F R A M E TR U S S @ 2 4 " O . C . PR E - E N G I N E E R E D O V E R F R A M E TR U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S @ 2 4 " O . C . OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW W16x40 FLUSH STEEL BEAM PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . 8x10 DF#1 DROPPED BEAM 8x10 DF#1 DROPPED BEAM 8x10 DF#1 DROPPED BEAM 8x10 DF#1 DROPPED BEAM W16x40 FLUSH STEEL BEAM W16x40 FLUSH STEEL BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL HEADER (2)1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL HEADER (2)1 3 4"x11 7 8" LVL HEADER 1 2 3 4 5 6 7 8 9 A B C D E A B C D E 10 11 12 1 2 3 4 5 6 7 8 9 10 11 GIRDER FLOOR TRUSS GIRDER FLOOR TRUSS GIRDER FLOOR TRUSS GIRDER FLOOR TRUSS 8x10 DF#1 DROPPED BEAM PR E - E N G I N E E R E D TR U S S @ 2 4 " O . C . BEARING WALL BEARING WALL PR E - E N G I N E E R E D O V E R F R A M E T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D O V E R F R A M E T R U S S @ 2 4 " O . C . BEARING WALL PR E - E N G I N E E R E D O V E R F R A M E T R U S S @ 2 4 " O . C . GIRDER TRUSS BEARING WALL BEARING WALL EDGE OF LOFT ABOVE GIRDER TRUSS BEARING WALL BEARING WALL GIRDER TRUSS BEARING WALL GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M PRE-ENGINEERED FLOOR TRUSS @ 16" O.C.PRE-ENGINEERED FLOOR TRUSS @ 16" O.C.PRE-ENGINEERED FLOOR TRUSS @ 16" O.C. PRE-ENGINEERED FLOOR TRUSS @ 16" O.C. 2x 1 0 H F # 2 @ 1 6 " O . C . GIRDER TRUSS 2x 1 0 H F # 2 @ 1 6 " O . C . GIRDER TRUSS (2)1 3 4"x11 7 8" LVL HEADER (2)1 3 4"x11 7 8" LVL HEADER (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL HEADER BEARING WALL ABOVE BEARING WALL BEARING WALL (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2)1 3 4"x11 7 8" LVL FLUSH BEAM (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R (2 ) 1 3 4"x 1 1 7 8" L V L HE A D E R SOLID BLOCK AT STEEL COLUMN AND CONT. TO FOUNDATION; TYP. OF 12 EDGE OF LOFT ABOVE STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS EDGE OF LOFT ABOVE EDGE OF LOFT ABOVE STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS 8x8 POST W/ SIMPSON BC8 POST CAP TYP. OF 10 STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS STUD PACK MIN (4) 2x6 STUDS HSS3x3x1 4" STEEL COLUMN TYP. OF 12 (3)1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER SIMPSON U414 HANGER STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS (2)2x12 HF#2 FLUSH BEAM SIMPSON HUC212-2 HANGER EACH END 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M BEARING WALL ABOVE BEARING WALL ABOVE EDGE OF LOFT ABOVE EDGE OF LOFT ABOVE (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M (2 ) 1 3 4"x 1 1 7 8" L V L FL U S H B E A M POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE STUD PACK MIN (3) STUDS STUD PACK MIN (3) STUDS 2x 1 0 H F # 2 @ 1 6 " O . C . (2)2x12 HF#2 FLUSH BEAM (2)2x12 HF#2 FLUSH BEAM 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M 3 1 2"x 1 2 " 2 0 F - V 1 2 F L U S H B E A M SIMPSON HUC212-2 HANGER EACH END SIMPSON HUC212-2 HANGER EACH END 8x10 DF#1 DROPPED BEAM BEARING WALL ABOVE BEARING WALL ABOVE BEARING WALL ABOVE BEARING WALL ABOVE BEARING WALL ABOVE BEARING WALL ABOVE FLOOR FRAMING NOTES: 1.SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2.SEE S7 FOR TYPICAL DETAILS 3.PROVIDE BLOCKING AT CANTILEVERED DECK JOISTS AND TOE NAIL W/NAILING PER 2015 IBC. 4.ALL HEADERS NOT SPECIFICALLY NOTED TO BE (2)2x10 HF#2 12 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © SECOND FLOOR FRAMING PLAN TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 SECOND FLOOR FRAMING PLAN S3 3/7/23 3/7/2023 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B CD SCALE: 1/8" = 1'0'16'32'8'4' Δ1 Reviewed by SAFEbuilt 04/25/2023 DNDN DN DN GIRDER TRUSS STUD PACK MIN (4)2x6 STUDS STUD PACK MIN (4)2x6 STUDS STUD PACK MIN (3)2x6 STUDS STUD PACK MIN (3)2x6 STUDS ROOF AND DECK LINE BELOW ROOF LINE BELOW PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . GIRDER TRUSS PRE-ENGINEERED TRUSS @ 24" O.C. PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . W16x40 FLUSH STEEL BEAM W16x40 FLUSH STEEL BEAM (2 ) 1 34"x 1 1 78" L V L H E A D E R (2)1 3 4"x11 7 8" LVL HEADER W16x40 FLUSH STEEL BEAM ROOF FRAMING NOTES: 1.SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2.SEE S7 FOR TYPICAL DETAILS 3.ALL HEADERS NOT SPECIFICALLY NOTED SHALL BE (2)2x10 HF#2 (2)1 3 4"x11 7 8" LVL HEADER PRE-ENGINEERED TRUSS @ 24" O.C. PRE-ENGINEERED TRUSS @ 24" O.C. PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. W16x40 FLUSH STEEL BEAM W16x40 FLUSH STEEL BEAM (2 ) 1 34"x 1 1 78" L V L H E A D E R PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. (2)1 3 4"x11 7 8" LVL HEADER(2)1 3 4"x11 7 8" LVL HEADER W16x40 FLUSH STEEL BEAM PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . (2)1 3 4"x11 7 8" LVL HEADER HSS3x3x1 4" STEEL COLUMN CONT. TO FOUNDATION TYP. OF 12 STUD PACK MIN (3) 2x6 STUDS STUD PACK MIN (3)2x6 STUDS (2)1 3 4"x11 7 8" LVL HEADER W16x40 FLUSH STEEL BEAM PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. GIRDER TRUSS (2)1 3 4"x11 7 8" LVL HEADER 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com ROOF FRAMING PLAN SCALE: 1/8" = 1' BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © ROOF FRAMING PLAN TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S4 3/7/23 3/7/2023 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B CD 0'16'32'8'4' Δ1 Reviewed by SAFEbuilt 04/25/2023 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 5 8" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- INTERIOR SHEAR WALL- 2X4 @ 16" O.C. SHEATHING (BOTH SIDES): 1 2" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD TYPE 3 INTERIOR BEARING WALL - 2x4 @ 16" O.C. SHEATHING: INTERIOR - 1 2" GYPSUM BOARD, UN-BLOCKED NAIL W/ 5D COOLER NAILS, 7" O.C. EDGE, 12" O.C. FIELD NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. GROUND FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © GROUND FLOOR BRACED WALL PLAN TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S5 3/7/23 3/7/2023 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B CD SCALE: 1/8" = 1'0'16'32'8'4' Reviewed by SAFEbuilt 04/25/2023 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- INTERIOR SHEAR WALL- 2X4 @ 16" O.C. SHEATHING (BOTH SIDES): 12" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 S1 S1 S1 S1 TYPE 1 SHEATHING, 2x10 @ 16" O.C. TYPE 1 SHEATHING, 2x10 @ 16" O.C. TYPE 1 SHEATHING, 2x10 @ 16" O.C. SECOND FLOOR BRACED WALL PLAN :22'672&.'5,9(68,7($(67(63$5.&2 ZZZWUDLOULGJHFHFRP  GEDQJV#WUDLOULGJHFHFRP BAS1S.com /R Q J P R Q W   & R O R U D G R               < H D U  3 D U W \  & W   8 Q L W   Sheet No:  Sheet Title: 'DWH ,VVXH © SECOND FLOOR BRACED WALL PLAN TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S6 3/7/23  Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B &' SCALE: 1/8" = 1'0'16'32'8'2' Reviewed by SAFEbuilt 04/25/2023 2'-6" MAX 6" 1 1 #4 x 24" @ 12" O.C.   STIFFENER ⅊ 12" EA. SIDE OF WEB CAP ⅊ 12" (ROOF) W/(2) 34" BOLTS N7<3 0,1 0,1 N7<3 0,1 HSS PER PLAN WF PER PLAN 316 AT HSS TYP 516 516 6" MIN 30" MIN 8" WALL 20" 10" #4 VERT @ SPACING PER WALL REINFORCEMENT SCHEDULE W/4" HOOK (3) #4 CONT. #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING REINFORCED SLAB WALL FRAMING 8" MAX 2 1 8" MIN #4 @ 12" (2) MIN OPTIONAL CONSTRUCTION JOINTPER PLAN 8" MIN 8" MIN PER PLAN 1" 1" PER PLAN PER PLAN SECTION @ COLUMN T.O.F. HSS COLUMN PER PLAN CONC. ENCASEMENT ISOLATION JOINT W/ 14" PREFORMED JOINT FILLER, FULL SLAB DEPTH 34"∅ ANCHOR BOLT & BASE PLATE PER PLAN HSS COLUMN PER PLAN 112" GROUT PAD 3" 5 1 2" PROJ. LENGTH EMBED LENGTH VARIESDOUBLE NUT/WASHER OR HEADED ANCHOR ROD T.O.F./T.O.W. 214"31 2"214" 11 2" 7" 11 2" 3 4" 8"x10"x34" BASE PLATE 34"∅ F1550 THREADED ROD PER ANCHOR BOLT SCHEDULE 2x2x14 WASHER 14 STRUCTURAL DETAILS :22'672&.'5,9(68,7($(67(63$5.&2 ZZZWUDLOULGJHFHFRP  GEDQJV#WUDLOULGJHFHFRP BAS1S.com /R Q J P R Q W   & R O R U D G R               < H D U  3 D U W \  & W   8 Q L W   Sheet No:  Sheet Title: 'DWH ,VVXH © STRUCTURAL DETAILS TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S7 TYPICAL DETAILS/CONSTRUCTION SCHEDULES 3/7/23  Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g B &' SCALE: NTS STANDARD FROST WALL DETAIL STEEL END COLUMN TO BEAM DETAIL SCALE: NTS SLAB ON GRADE STEP DETAIL SCALE: NTS SLAB ON GRADE BLOCKOUT DETAIL SCALE: NTS HSS COLUMN BASEPLATE DETAIL SCALE: NTS TYP GRAVITY COLUMN BASE DETAIL Reviewed by SAFEbuilt 04/25/2023 6+((7 180%(5 6+((77,7/( 0(&+$1,&$/'5$:,1*,1'(;  727$/ 00(&+$1,&$/,1'(;/(*(1'6$1'127(6          &2 2 5 ' , 1 $ 7 , 2 1  6 ( 7 ,668(')255()(5(1&(21/< ,668(')25&216758&7,21 6(&7,215()(5(1&(180%(5 6(&7,216+((7180%(5 :25.127('(6,*1$7,21 (48,30(17'(6,*1$7,21 '8&775$16,7,21 &20%,1$7,21),5(602.('$03(5 +80,',7<6(1625 7(03(5$785(6(1625$‘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ƒ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‘ /,1($56/27'(6,*1$7,21 6/27/(1*7+ $;;;+7(50,1$/81,77$* $+8250$8'(6,*1$7,21 %2;'(6,*1$7,21 5(+($7'(6,*1$7,21 5(% 5(%$/$1&((;,67,1*',))86(5 2&&83$1&<6(1625 5(/ 5(/2&$7($1'5(%$/$1&((;,67,1*',))86(5 LOCATION:ESTES PARK, CO ALTITUDE: 7500 FT DENSITY RATIO: 0.756 ASHRAE CLIMATE ZONE:5B OUTDOOR CONDITIONS:SUMMER DESIGN DB = 90 °F COINCIDENT WB = 60 °F WINTER DESIGN DB = -15 °F INDOOR CONDITIONS:SUMMER DESIGN DB = 75 °F WINTER DESIGN DB = 70 °F CODES:2015 INTERNATIONAL RESIDENTIAL CODE 2015 IECC ALL APPLICABLE LOCAL AMENDMENTS VENTILATION:NATURAL VENTILATION SCHEDULE PER 2015 IRC. ENVELOPE CHARACTERISTICS:REFERENCE ARCHITECTURAL PLANS. '(6,*1'$7$ 0(&+$1,&$/*(1(5$/127(6 '5$:,1*6$1'63(&,),&$7,216$5(&203/,0(17$5<:+$7(9(5,6&$//(')25,1(,7+(5,6%,1',1*$67+28*+&$//(')25,1 %27+ $//:25.6+$//&21)250:,7+$//$33/,&$%/(%8,/',1*6&2'(6),5(&2'(6$1'$//$87+25,7,(6+$9,1*-85,6',&7,21 7+((48,30(1763(&,),('217+('5$:,1*6+$9(%((16(/(&7('$67+(%$6,62)'(6,*17+(86(2)5(9,(:('2563(&,),(' (48$/66+$//%(&225',1$7('%<7+(&2175$&725)2563$&(5(48,5(0(176(48,30(17',0(16,216$1'3(5)250$1&( '5$:,1*6$5(',$*5$00$7,&$1'6+2:7+(*(1(5$/'(6,*1,17(17$55$1*(0(17$1'*(1(5$/(;7(172)6<67(06'2127 6&$/('5$:,1*612586($66+23'5$:,1*6:+(5($/7(51$7,9(5287,1*2))6(76$1'75$16,7,216$5(5(48,5(')25),(/' &225',1$7,212)$//27+(575$'(67+,6&2175$&7256+$//),(/'&225',1$7(:,7+$//27+(575$'(6$1'6+$//0$.( &+$1*(6:,7+287$'',7,21$/&2676 &2175$&7256+$//&/26(/<&225',1$7(1(:0(&+$1,&$/:25.:,7+$//1(:$1'(;,67,1*0(&+$1,&$/3/80%,1* (/(&75,&$/),5(3527(&7,21$5&+,7(&785$/$1'6758&785$/0(0%(565(/2&$7((;,67,1*0(&+$1,&$/3/80%,1*$1'),5( 3527(&7,21:25.$65(48,5('72$&&2002'$7($//1(::25. $5&+,7(&785$/6758&785$/0(&+$1,&$/(/(&75,&$/ 3/80%,1*),5(3527(&7,21),5($/$50/2:92/7$*($9(7& $//(48,30(176+$//%(,167$//(',1$&&25'$1&(:,7+0$18)$&785(5 65(&200(1'$7,2181/(6663(&,),&$//<',5(&7(' 27+(5:,6( &225',1$7($//',))86(5$1'*5,//(/2&$7,216:,7+$5&+,7(&785$/5()/(&7('&(,/,1*3/$16),5(3527(&7,21$1' (/(&75,&$/'5$:,1*6 ,167$//&21'(16$7('5$,16)25$//&22/,1*&2,/6:,7+75$3'(37+(48$/727,0(67+(81,7 6727$/67$7,&35(6685( ',6&+$5*(&21'(16$7(72)/2256,1.)/225'5$,181/(66127('27+(5:,6( $//522):25.6+$//%(3(57+(522),1*0$18)$&785( 6,167$//$7,21,16758&7,216720$,17$,17+((;,67,1*522) :$55$17< &2175$&7256+$//%(5(63216,%/()25/2&$7,21$1',167$//,1*6/((9(6,16(576$1'68332576$65(48,5(')257+,6 6&23(2):25.$1'25&25('5,//5(48,5(0(176&225',1$7(:,7+*(1(5$/&2175$&725$1'6758&785$/(1*,1((5$6 5(48,5(' &2175$&7256+$//),(/'9(5,)<$//0(&+$1,&$/,7(0635,257268%0,77,1*$%,' 3529,'($&&(663$1(/6,1+$5'&(,/,1*6)25$&&(6672$//0(&+$1,&$/(48,30(17),5('$03(56),5(602.('$03(56 ,62/$7,219$/9(6(7&7+,66+$//,1&/8'($//1(:0(&+$1,&$/,7(065(48,5,1*$&&(66 3529,'(5('/,1(0$5.8362)$1<),(/'&+$1*(62502',),&$7,216217+(&216758&7,21'2&80(1765('/,1('5$:,1*6 6+$//%(5(48,5(':+(7+(5&225',1$7,21'5$:,1*6$5(5(48,5('25127 7+(0(&+$1,&$/',$*5$066+$//%(,1&25325$7(',1727+($662&,$7(':25.$1'3529,'(*(1(5$/*8,'$1&($6727+( ,167$//$7,21,17(17:+(7+(55()(5(1&('7225127,7,67+(&2175$&725 65(63216,%,/,7<723529,'($//1(&(66$5< &20321(176)25$&203/(7(,167$//$7,21$1',1685(7+$7$//,167$//$7,216$5(,1$&&25'$1&(:,7+7+((48,30(17 6 0$18)$&785(5 6:5,77(1,167$//$7,21,16758&7,216 &225',1$7($1'9(5,)<$&78$/$33529('(48,30(17',0(16,21635,25723285,1*&21&5(7((48,30(173$'6 0(&+$1,&$/'8&76<67(0127(6 '8&76,=(6$6,1',&$7('217+('5$:,1*6$5(2876,'(6+((70(7$/',0(16,216:+(5('8&7/,1(5,686('7+('8&7:25. 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THIS IS A COMPREHENSIVE LOAD ANALYSIS TOOL COMMONLY USED IN COMMERCIAL BUILDING LOAD CALCULATIONS THAT EXCEEDS THE CAPABILITIES OF A STANDARD “MANUAL J” LOAD CALCULATION. BUILDING COOLING CALCULATION METHODOLOGY = TETD-TA-1 AND HEATING METHODOLOGY = UATD. REFERENCE THE RESCHECK COMPLIANCE CERTIFICATE PROVIDED BY THE ARCHITECT FOR ENVELOPE CONSTRUCTION AND INSULATION VALUES. THE MECHANICAL SYSTEM FAN COIL AND AIR CONDITIONING EFFICIENCIES ARE LISTED ON MECHANICAL SHEET M0.1 AND THE WATER HEATER ON SHEET P0.0. THE MECHANICAL DUCT SYSTEM HAS BEEN DESIGNED FOR A MAXIMUM PRESSURE DROP OF 0.8” W.C. PER 100 FEET. THE TOTAL PRESSURE DROP IS WITHIN THE UNITS SCHEDULED EXTERNAL STATIC PRESSURE (ESP) CAPABILITIES. THE UNIT ESP IS INDICATED ON THE FAN COIL SCHEDULE SCHEDULE AS 0.5” ESP. PLEASE REFERENCE THE DUCT SYSTEM NOTES ON SHEET M0.0 FOR DUCT CONSTRUCTION, INSULATION VALUES, AND TESTING REQUIREMENTS. %8,'/,1*.(<3/$1           3( 5 0 , 7  , 6 6 8 (           3( 5 0 , 7  5 ( 6 3 2 1 6 (   BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE M0.0 MECHANICAL INDEX, LEGENDS, AND NOTES 03/08/2023 R403.3.4. R403.3.3. Reviewed by SAFEbuilt 04/25/2023 176&21'(16,1*81,7)851$&( (9$325$725&2,/$66&+('8/('72 0$7&+)851$&(&$%,1(7 39&'5$,1:9(17',6&+$5*(72 1($5(67)/2256,1. /,1('6833/<$,56,=(3(53/$16 )/(;,%/(&211(&7,21 /,1('5(7851$,56,=(3(53/$16 ),/7(5:,7+$&&(66'225 )851$&( 287'225&21'(16,1*81,77<3 &21&5(7(3$' ,168$7('5()5,*(5$173,3,1*6,=( ,167$//$7,213(50$18)$&785(5 &(,/,1*02817('(;+$867)$1 176  522) &(,/,1* 127(6 5()(572)$16&+('8/()25&21752/ (;+$867$,5)$1&:,17(*5$/ *5,//($1'%'' )/(; 522)&85%&:)/$6+,1*$1' &2817(5)/$6+,1*  BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE M0.1 MECHANICAL SCHEDULES AND DIAGRAMS 03/08/2023 Kitchen hood exhaust not to exceed 400 cfm per mechanical response letter. Reviewed by SAFEbuilt 04/25/2023 UP UP UP UP UP UPUP BENCH BE N C H COAT STRG/ COATS BE N C H COAT STRG/ COATS BENCHBE N C H COAT STRG/ COATS BENCH STRG/ COATS BENCH E E D D C C B B 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 A A 1 1 1,001 sq ft 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 23' x 24' GARAGE MUD 6'-9" x 6'-4" 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 6'-11" x 3' POWDER M BATH 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" CLOSET 4'-2" x 5'-4" 23' x 24' GARAGE TYPE A AREA: DW D W F RE DW D W F RE DW F RE DW D W F RE DW F RE DW F RE DW D W F RE DN DN DN DN DN DNDN LINE OF WALLS BELOW, TYP. E E D D C C B B 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 A A 1 1 WD WDWD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 10'-7" x 14'-4" LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3"10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN &8 &8 &8 &8 &8 &8 &8  BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE M2.1 OVERALL MECHANICAL PLAN :25.127(6 ;;; :25.127(6 ;;; 6&$/(  0   ),567)/22529(5$//0(&+$1,&$/3/$1 :25.127(6 &21'(16,1*81,76/2&$7('21*5$'( &/($5)520 %8,/',1*6 &/($5)520*$60(7(5 &/($5)520 0(&+$1,&$/(48,30(17$1' &/($5)520(/(&75,&$/ (48,30(173529,'(3527(&7,21)5209(+,&/(6),(/'9(5,)< ),1$//2&$7,21 6&$/(  0   6(&21')/22529(5$//0(&+$1,&$/3/$1 03/08/2023 Reviewed by SAFEbuilt 04/25/2023 UP UP UP BE N C H COAT STRG/ COATS BENCH 5 5 4 4 3 3 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING M BATH DW D W F RE DW F RE ()  ()  ()  (8+         ‘ 9( 1 7  ‘ &$  ‘ 9( 1 7  ‘ &$    ‘ 6$  ‘ 6$  ‘ 6$  ‘ 6$  ‘ 6$   ‘ ($ ‘($   7<3 7<3 $[  $[  &[  &[  &[  $ %[  %[  $[  $ $[  $[  [ /15 6$$%29( [ /15 5$%(/2:   [     6 $   [     6 $ [ /15 6$$%29( [ /15 5$%(/2:(8+    7<3   7<3 [ [   )&&  )&&  DN DN 5 5 4 4 3 3 WD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" ()  ()  ()           &[  &[  &[ &[  &[ &[  &[  &[  &[  &[  $[  &[    $[      BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE M2.2 ENLARGED MECHANICAL PLAN 6&$/(  0   ),567/(9(/(1/$5*('0(&+$1,&$/3/$1 :25.127(6 5281'6$'8&768372)/225',))86(566(59,1*/(9(/25 &(,/,1*',))86(5621/(9(/581%(7:((1-2,676$66+2:1 &20%867,21$,5$1'9(17)520)851$&(8372&21&(175,& 9(17.,721522) 5(675220(;+$867837+58522):,7+%52$1256,0,/$5 7(50,1$7,21 9(17)520),5(3/$&(+25,=217$/7+58:$//$7 $)) 5281'($837+58522):,7+%52$1256,0,/$5 7(50,1$7,21   [7<3(%5(7851*5,//(6,167$//('+,/2,1:$//,) 3266,%/( '5<(5(;+$867837+528*+522):,7+'5<(5-$&.25 6,0,/$57(50,1$7,21 6833/<*5,//($1'$662&,$7(''8&7:25.21/<5(48,5(')25 %8,/',1*%/27 &211(&7722:1(53529,'('0,&52:$9(25+22'&211(&7,21 (;+$867$,5)/2:6+$//%(/(667+$1&)0 6&$/(  0   6(&21'/(9(/(1/$5*('0(&+$1,&$/3/$1  03/08/2023 Reviewed by SAFEbuilt 04/25/2023 6+((7 180%(5 6+((77,7/( 3/80%,1*'5$:,1*,1'(; 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35(6685(7(67127/(667+$17+(:25.,1*35(6685(2)7+(6<67(025)253,3,1*6<67(06(;&/8',1*3/$67,&3,3(%<$1 $,57(672)127/(667+$136,*3,3,1*6+$//+2/'35(6685()25$0,1,08021(  +285 LOCATION:ESTES PARK, CO RAINFALL RATE:3" PER HOUR CODES:2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 IECC ALL APPLICABLE LOCAL AMENDMENTS '(6,*1'$7$ 33/80%,1*6&+('8/(6$1'',$*5$06 329(5$//3/$163/80%,1* 3(1/$5*('3/$16:$7(5 *$6 3(1/$5*('3/$166(:(5 9(17 %8,'/,1*.(<3/$1          3( 5 0 , 7  5 ( 6 3 2 1 6 (  BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE P0.0 PLUMBING INDEX, LEGENDS AND NOTES 03/08/2023 2015 IRC. Reviewed by SAFEbuilt 04/25/2023 5()(5723/$1127(6$1'),;785(6&+('8/()25025(,1)250$7,213,3,1*$55$1*(0(176+2:1,6 6&+(0$7,&9(5,)<$//&211(&7,216,=(6$1'/2&$7,2163(50$18)$&785(565(48,5(0(176$'-86772 68,7),(/'&21',7,2165()(572)/2253/$16)253,3(6,=(63529,'(6(,60,&675$325%5$&,1*,)$6 5(48,5('%</2&$/$87+25,7,(63529,'(+($775$3$1'$8720$7,&9$&8805(/,()9$/9(:+(15(48,5(' %</2&$/$87+25,7,(6 )8//6,=('5$,1 /,1(72)/225'5$,1 :$7(5+($7(5 35(6685( 7(03 5(/,()9$/9( ,62/$7,219$/9( 7<3 81,21 7<3 (;3$16,217$1. 3529,'(68332576 $61(&(66$5< &+(&.9$/9( 7<3 ,62/$7,219$/9( 6((3/$16)256,=( 5('8&('35(6685( %$&.)/2:35(9(17(5 $66&+('8/(' )/22567$1' 0,1$))0$;$)) 72'20(67,&:$7(56<67(0 '20(67,&:$7(5(175<176 (;7(5,25:$// ),1,6+(')/225 '5$,1/,1()8//6,=(2)$,5 *$3',6&+$5*(72$%29( )/225'5$,1 ),;('$,5*$3 7+5867%/2&. $1&+253,3,1* 72)/225 ),1,6+('*5$'( 176 1767$1.:$7(5+($7(5 (1'2)6(59,&(/,1(   :<( 39&  0,1(;3$16,21-2,170$7(5,$/ &21&5(7(68332573$' 39&3,3(678% $'$37(5 ),77,1**/($1287 7+5($'('3/8* 6((6(&7,21 '(7$,/$75,*+71((1$+525 &/($1287&29(5 )5$0( $33529('(48$/ &/($1287',$*5$0    (7    BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE P0.1 PLUMBING SCHEDULES AND DIAGRAMS 03/08/2023 Dishwasher to be supplied by owner per comment letter. Reviewed by SAFEbuilt 04/25/2023 UP UP UP UP UP UPUP BENCH BE N C H COAT STRG/ COATS BE N C H COAT STRG/ COATS BENCHBE N C H COAT STRG/ COATS BENCH STRG/ COATS BENCH E E D D C C B B 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 A A 1 1 1,001 sq ft 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 23' x 24' GARAGE MUD 6'-9" x 6'-4" 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 6'-11" x 3' POWDER M BATH 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" CLOSET 4'-2" x 5'-4" 23' x 24' GARAGE TYPE A AREA: DW D W F RE DW D W F RE DW F RE DW D W F RE DW F RE DW F RE DW D W F RE     & :   6 6   6 6     & :     & :   6 6     & :   6 6   6 6     & :     & :   6 6 )3:+     *   * :&  3  3  * :&   * :&  * :&  * :&  * :&      & :   6 6   * :&  DN DN DN DN DN DNDN LINE OF WALLS BELOW, TYP. E E D D C C B B 98765432 A A 1 WD WDWD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 10'-7" x 14'-4" LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3"10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN  3  3 BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE P2.0 OVERALL PLANS PLUMBING :25.127(6 5(&,9,/'5$:,1*6)25&217,18$7,21 *$60(7(56(7$7:&727$/&211(&7('/2$'0%+&)+ 6&$/(  3   *5281')/2253/$13/80%,1* 6&$/(  3   6(&21')/2253/$13/80%,1* 03/08/2023 Reviewed by SAFEbuilt 04/25/2023 UP UPUP BE N C H COAT STRG/ COATS BENCH STRG/ COATS 543 M BATH 6' x 11'-8" MASTER 6' x 3'-1" MECH 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING DW D W F RE DW F RE 53%3 53%3     & :     & : )3:+ )3:+ )3:+ /  :& 6+ :% :& / .6 :& / .6 ': ':       & : &:&:     & : &:  +:&: +: &: +:&:   + :   & : &:   + :   & :     + :   & :   & :     + :     & :     + : &:     & :     & :     + :     & :     + :   & :   + :   & :   + : &: +:     + :     & : &:   & :   + : 5 5 *      + :     & :   *     : &      *83 *      *     : &     *  *    *     : &      *  ':+  (7  ':+  (7             *83 3,3,1*%(/2:*5$'(    ) ) )3:+ DN DN WD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" %7 :& /  /  :& 6+ :& %7/     *     : &     *'172),5(3/$&( :% D C B A 43 D C B BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE P2.1 ENLARGED PLANS WATER & GAS :25.127(6 &:+:83 &:83 6((29(5$//3/$1)25&217,18$7,21 6&$/(  3   *5281')/2253/$1:$7(5 *$6 6&$/(  3   6(&21')/2253/$1:$7(5 *$6 03/08/2023 Reviewed by SAFEbuilt 04/25/2023 UP UPUP BE N C H COAT STRG/ COATS BENCH STRG/ COATS 543 M BATH 6' x 11'-8" 6' x 3'-1" MECH 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING DW D W F RE DW F RE )   6 6   6 6 66836683 6683 6683 66   6 6 6683 66 66 66   6 6   6 6   6 6 983 /  :& 6+ :& / :% :& / )' )' )' 983 )' .6 $$9 .6 $$9983 983   DN DN WD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" 66'1 66'1 66'1   6 6   6 6 66 66   6 6 975 9'1 66'1 66   6 6   6 6 9'1   9   9   9 975 9'1 975   9 %7 :& /  /  :& 6+ :% :& %7 / 983 D C B A 43 D C B A BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE P2.2 ENLARGED PLANS SEWER & VENT :25.127(6 6((29(5$//3/$1)25&217,18$7,21 6&$/(  3   *5281')/2253/$16(:(5 9(17 6&$/(  3   6(&21')/2253/$16(:(5 9(17 03/08/2023 Reviewed by SAFEbuilt 04/25/2023 BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE E0.0 ELECTRICAL INDEX, LEGENDS, AND SCHEDULES (/(&75,&$/6<0%2/6/,67 127$//6<0%2/60$<$33($5,17+(6('5$:,1*6 5(&(66('02817('/,1($5 685)$&(02817('/,1($5 )/$1*('02817('/,1($5 6863(1'('02817('/,1($5 /,1($5675,3 :$//02817('/,1($5 :$//%5$&.(7 23(1'2:1/,*+7685)$&(255(&(66(' 5(&(66('$'-867$%/('2:1/,*+7 75$&.$1'75$&.+($' '(&25$7,9(),;785(- /,*+7,1*&21752/67$7,21/&6 (;,76,*16,1*/()$&(&+(95216$6 (;,76,*1'8$/)$&(&+(95216$6 6+$',1*,1',&$7(6:,5,1*'(9,&(621 (0(5*(1&<32:(56285&( ,1',&$7(' ,1',&$7(' 6:,7&+6,1*/(32/(6D 6:,7&+7+5((32/(6D ',00(56:,7&+6,1*/(32/('D ',00(56:,7&+7+5((32/(6D 2&&83$1&<6:,7&+6,1*/(32/(2D '8$/7(&+12/2*<821 &(,/,1*02817('2&&83$1&<6:,7&+-2& 6,1*/(32/('8$/7(&+12/2*<821 &21752/67$7,21 -81&7,21%2;-- '83/(;5(&(37$&/( '28%/('83/(;5(&(37$&/( '83/(;5(&(37$&/(*)&, '83/(;5(&(37$&/(+$/)6:,7&+(' 63(&,$/7<5(&(37$&/( 1(0$,(& ,//80,1$7('6,*1$*(6,*1 6 &20%,1$7,21',6&211(&702725 67$57(5$036,=(  821 ',6&211(&76:,7&+121)86(' +($9<'87<$03821 ',6&211(&76:,7&+)86(' +($9<'87<$03821 1 ) /$+20(581  $:*  $:**5' &8723$1(/ /$ &,5&8,76 & 0(&+$1,&$/3/80%,1*(48,30(17 '(6,*1$7,21 )&8  3$1(/%2$5')/86+02817 3$1(/%2$5'685)$&(02817 ',675,%87,2175$16)250(57 6:,7&+0$18$/0272567$57(560 7<3,&$/7<3 81/(6627+(5:,6(127('821 :($7+(53522) :3 (;,67,1*725(0$,1 ( 5(/2&$7(' 5 (;,67,1*72%(5(029(' ; +256(32:(5 +3 9$5,$%/()5(48(1&<'5,9(9)' &2817(5 &75 *5281' *5' 7:,1+($'(0(5*(1&</,*+7 1,*+7/,*+7 816:,7&+(' 1/ )86(3(5(48,30(171$0(3/$7()3(1 32/(02817('/,*+7 (;,67,1*72%(5(/2&$7(' (5 5(&(66('&/2&.5(&(37$&/( &217$&725 3+272&(//3& )851,6+('%<27+(56)%2 )/86+)/225'83/(;5(&(37$&/( &,5&8,7,1*,1:$//25$%29(&(,/,1* &,5&8,7,1*,1)/22525%(/2:*5$'( 29(5+($'2+ '83/(;5(&(37$&/(&(,/,1*02817(' &,5&8,7,1*:,7+,62/$7('*5281' &21'8&725 (;,76,*16,1*/()$&(&+(95216$6 ,1',&$7(',17(*5$/(0(5*(1&</,*+7 '83/(;5(&(37$&/(,62/$7('*5281' &(,/,1*02817(''$</,*+7-'6 6(16259821 81'(5&2817(58&  32:(57(/(&205,6(5 (;,76,*1/2:/(9(/ %2//$5'/,*+7),;785( ,1*5$'('2:1/,*+7 ),5(602.('$03(5)6' 6+((7 180%(5 6+((77,7/( (/(&75,&$/'5$:,1*,1'(; ,6 6 8 (  ) 2 5  3 ( 5 0 , 7         727$/  ((/(&75,&$/,1'(;/(*(1'6$1'6&+('8/(6 ,668(')255()(5(1&(21/< ,668(')25&216758&7,21 7(/(&206<0%2/6/,67 &&796<67(0&$0(5$ 92/80(&21752/67$7,21 )/86+)/2257(/(&20287/(7 79 $96<67(06&5((1287/(7 3 32,172)6$/( 7(/(&205$&.32678821 7(/(&205$&.32678821 3/<:22'02817,1*%$&.%2$5' 7+,&. 7$//:,'7+$6 '5$:1:+,7(),5(5(7$5'$17 3$,17),1,6+&8*5281':,5( 7(/(&20&$%,1(7)/86+02817 7(/(&20&$%,1(7685)$&(02817 (48,30(175220(5 7(/(&20522075 0,&523+21(,1387-$&.0 $9, $96<67(0,17(5)$&(728&+3$'  $))821 &$5'5($'(5$))821&5 &/2&.287/(7 -3 :$//0281738%/,&$''5(66 6<67(063($.(5 ,17(5&200 :$//02817%(// ,& 127$//6<0%2/60$<$33($5,17+(6('5$:,1*6 & -6 9 :$3 7(/(&20287/(73529,'()/86+02817 6-81&7,21%2;:,7+*$1*23(1,1*$1' 08'5,1*5287(  &21'8,772 $&&(66,%/($%29(&(,/,1*63$&(&203/(7( :,7+38//675,1*)8785(&$%/,1*%<27+(56 &(,/,1*0281763($.(5 :$//0281763($.(5 ' 9 '9 7(/(&20287/(7&203/(7(:,7+&$%/,1* -$&.6&219(17,216$6)2//2:6 ' '$7$ 9 92,&(  48$17,7<2)&$%/(65--$&.6($&+ -6 :,5(/(66$&&(6632,17 &&796<67(0&$0(5$ 92/80(&21752/67$7,21 )/86+)/2257(/(&20287/(7 79 $96<67(06&5((1287/(7 3 32,172)6$/( 7(/(&205$&.32678821 7(/(&205$&.32678821 3/<:22'02817,1*%$&.%2$5' 7+,&. 7$//:,'7+$6 '5$:1:+,7(),5(5(7$5'$17 3$,17),1,6+&8*5281':,5( 7(/(&20&$%,1(7)/86+02817 7(/(&20&$%,1(7685)$&(02817 (48,30(175220(5 7(/(&20522075 0,&523+21(,1387-$&.0 $9, $96<67(0,17(5)$&(728&+3$'  $))821 &$5'5($'(5$))821&5 &/2&.287/(7 -3 :$//0281738%/,&$''5(66 6<67(063($.(5 ,17(5&200 :$//02817%(// ,& %8,'/,1*.(<3/$1 ((/(&75,&$/63(&,),&$7,216 ((/(&75,&$/6,1*/(/,1($1'3$1(/6&+('8/(6 (29(5$//(/(&75,&$/3/$1 ((1/$5*('(/(&75,&$/3/$1 3( 5 0 , 7  5 ( 6 3 2 1 6 (         /,)(6$)(7<6<0%2/6/,67 127$//6<0%2/60$<$33($5,17+(6('5$:,1*6 602.('(7(&725-6&&$5%210212;,'('(7(&725 &20%,1$7,21&$5%21602.('(7(&725-6   03/02/2023 Reviewed by SAFEbuilt 04/25/2023 BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE E0.1 ELECTRICAL SPECIFICATIONS 03/02/2023 Reviewed by SAFEbuilt 04/25/2023 1(875$/*5281' 3$1(/ 81,7 0 ;  ,6& $ 6(&21'$5<93+: 87,/,7<75$16)250(5 .9$$6680(' ,6& $; 63 ' 7 35,0$5<)(('(572 87,/,7<&232,172)6(59,&( 3   7<3,&$/ ; ,6& $ BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE E0.2 ELECTRICAL SINGLE - LINE AND PANEL SCHEDULES &$%/,1*%(7:((10(7(5$1'81,7 /2$'&(17(56+$//87,/,=(6(5&$%/(0,1,080  $/  $/%$5(*5281'5$7(')250,1,080$ ':(//,1*6(59,&((48$/7235,25,7<:,5,1*$/80*56(5 :25.127(6 3529,'($1',167$//*5281'52',1$&&25'$1&(:,7+87,/,7<&203$1<67$1'$5'6 $1'63(&,),&$7,216 3529,'($1',167$//87,/,7<6(59,&(75$16)250(53$',1$&&25'$1&(:,7+87,/,7< &203$1<67$1'$5'6$1'63(&,),&$7,216 (;7(1'&8*5281'72%8,/',1*)227,1*67((/$77$&+(':,7+8/$33529(' 0(7+2'%21'720(7$//,&:$7(56(59,&($7675((76,'(2)6+872))3529,'( &211(&7,2172; *5281'52',)67((/,681$9$,/$%/( 6&$/(  (126&$/( (/(&75,&$/6,1*/(/,1( &$%/,1*%(7:((175$16)250(5$1'0(7(5 6+$//87,/,=(6(5&$%/(0,1,080  $/  $/%$5(*5281'5$7(')250,1,080$ ':(//,1*6(59,&((48$/7235,25,7<:,5,1*$/80*86(5 67</(5 67</(8 &20%,1$7,21&,5&8,7%5($.(50(7(53(5(67(63$5.67$1'$5'6)256(59,&((175$1&($,&5$7('       03/02/2023 PROVIDE SURGE PROTECTION DEVICE PER 230.67 FOR THE SERVICE. THIS ELECTRICAL INSTALLATION MUST CONFORM TO THE 2020 NEC Reviewed by SAFEbuilt 04/25/2023 UP UP UP UP UP UPUP BENCH BE N C H COAT STRG/ COATS BE N C H COAT STRG/ COATS BENCHBE N C H COAT STRG/ COATS BENCH STRG/ COATS BENCH E E D D C C B B 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 A A 1 1 1,001 sq ft 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 23' x 24' GARAGE MUD 6'-9" x 6'-4" 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING 6'-11" x 3' POWDER M BATH 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" CLOSET 4'-2" x 5'-4" 23' x 24' GARAGE TYPE A AREA: DW D W F RE DW D W F RE DW F RE DW D W F RE DW F RE DW F RE DW D W F RE DN DN DN DN DN DNDN LINE OF WALLS BELOW, TYP. E E D D C C B B 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 A A 1 1 WD WDWD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3" LOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x 12'-3" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 10'-7" x 14'-4" LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3 BEDROOM 2 11' x 12'-3"10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-IN  (  ( 81,73$1(/%2$5'  ( ( )  81,73$1(/  &8  &8 &8  &8  &8  &8  &8  )  81,73$1(/  )  81,73$1(/  )  81,73$1(/  )  81,73$1(/  )  81,73$1(/  )  81,73$1(/  81,73$1(/%2$5'81,73$1(/%2$5'81,73$1(/%2$5'81,73$1(/%2$5'81,73$1(/%2$5'81,73$1(/%2$5' :3 % :3 % :3 $ :3 %:3 $ :3 $ BAS1S.com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/02/23 G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 PERMIT RESPONSE E2.1 OVERALL ELECTRICAL PLAN  (   29(5$//(/(&75,&$/3/$1 6&$/(  (   29(5$//(/(&75,&$/3/$1 (  6&$/(  (   6(&21'/(9(/29(5$//(/(&75,&$/3/$1 :25.127(6 &225',1$7((/(&75,&$/&211(&7,21)520&21'(16,1*81,7725(63(&7,9()851$&( $1'81,73$1(/ 3529,'(1(0$5$96,1*/(3+$6(',6&211(&7)25&21'(16,1*81,7 ',6&211(&70($163529,'()86,1*3(5(/(&75,&$/'$7$02&3$70(&+$1,&$/ (48,30(176&+('8/( 5287( 7+:1&8 &8*5' &72&255(6321',1*81,7/2$'&(17(5 03/02/2023 W/P RECEPTACLE IS MISSING. ADD. Reviewed by SAFEbuilt 04/25/2023 UP UP UP BE N C H COAT STRG/ COATS BENCH 5 5 4 4 3 3 23' x 24' GARAGE M BATH 6' x 11'-8" 5'-3" x 5'-7" WALKIN MUD 6'-9" x 6'-4" 6'-11" x 3' POWDER 10'-6" x 14' MASTER 6' x 3'-1" MECH KITCHEN 12'-1" x 11'-3" 6'-9" x 5' LAUNDRY 12'-2" x 11' DINING LIVING 12'-2" x 15'-1" 23' x 24' GARAGE 5' x 5'-10" POWDER 3' x 7'-6" MECH 13'-11" x 9'-6" KITCHEN 8'-8" x 10'-1" MUD 13'-11" x 11' DINING 23' x 12' LIVING M BATH DW D W F RE DW F RE ) 6 &75 &$L &$L %$M % $L 6M  & 6Q 6S 6R 6P () 60 6 0 % 6 ()  60 &75 % 6 % 6F % 6 G $$ /2$'&(17(5$ % % %6 0% % &75 ()  60 %-( 6I & 6I 79 $ 6 F 6D & &   - 6I  &75 &75 &75   &75 8& 8& 8& 6E %    6 J 6 U 6 J  &75 6 % 6 N :3 6 &  /2$'&(17(5%   6 I 6H -6 &  &75 &75 &75 &75 &75   8&8& 8&6F 6 6E 6H   6 6K  $ $ $  $ $  $ $$ $ $D $D $E $E $F $ $$ $G $ $  6H $H $$ $ $ $I $J$J $K $ $ $N %Q $O $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $     7<3  7<3       ()  ()  :3% %K % % % % % % % % % % %% %  %%% $ % % % % % % 2L   2K  2G 1  1  $ % % % %I %I % %F %F %D %D %D %E%E %H %J %I %I %I 6D %H $ $K %G %G 6L % %79 $ $ &75$ 6 6W$W ' O 6 %S 6S 'J 6J $ $  $ %  % 'P $ 6D %$N %$N %$N %$N %$N %$N %%$D $D %$D ) $N * * *$I*** * * % %E % % ) %I %I % % %I %$%I $%I -- 79 -- -6 -- -- -- -- -- -6 - -6 - -6 -6 -6 -- - 6W 6 W $W %W %-$- - $   - $   -- $ $ $ --$ $ -6 --% % - % -- % -- % -- % % --% -- %  %   DN DN 5 5 4 4 3 3 WD 6' x 13'-10" BATH 13'-11" x 15'-5" MASTER LOFT 7'-6" x 13'-9" 10'-1" x 11'-6" BEDROOM 3 10'-1" x 11'-6" BEDROOM 2 8'-8" x 11'-11" M BATH 5' x 9'-6" LAUNDRY 5' x 9'-3" WALK-INLOFT 10'-7" x 14'-4" BATH 10'-5" x 8'-3" 11'-7" x 12'-3" BEDROOM 3BEDROOM 2 11' x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com Sheet No: Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  % TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 01/03/2023 PERMIT G2#: 2022115 5000 GOODMAN STREET UNIT 100 TIMNATH, CO 80547 (970) 460-7400 G2CE.COM ‹%$6,6 $UFKLWHFWXUH3& Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 970.586.9140 E2.3 ENLARGED ELECTRICAL PLAN 6&$/(  (   (1/$5*('(/(&75,&$/3/$1 :25.127(6 3529,'(0$18$/219$&$1&<2))'(9,&()25/,*+7,1* &21752/,17+(%$7+52206:,7+,17(*5$/212)))25 (;+$867)$1&21752/3529,'((48$/72/(*5$1' /0':: 3529,'(1(0$32/(:,5(9$'(9,&()257+( '5<(59(5,)<&25'3/8*&211(&7,21:,7+(48,30(17 3529,'(535,2572$1<385&+$6(5287( 7+:1&8  &8*5' 7281,7/2$'&(17(5 3529,'(1(0$32/(:,5(9$'(9,&()257+( 5$1*(9(5,)<&25'3/8*&211(&7,21:,7+(48,30(17 3529,'(535,2572$1<385&+$6(5287( 7+:1&8  &8*5' 7281,7/2$'&(17(5 3529,'(5(&(37$&/(81'(5&2817(5)25&211(&7,212) ',6+:$6+(5'(9,&(6+$//%(5($',/<$&&(66,%/( 3529,'($5(&(37$&/(81'(56,1.)25*$5%$*(',6326$/ &211(&7,21+$/)6:,7&+7+,6'(9,&()5206:,7&+$%29( &2817(5/$%(/6,'(2)5(&(37$&/(7+$7,66:,7&+('21 '(9,&('(9,&(6+$//%(5($',/<$&&(66,%/( 3529,'(602.('(7(&7,21(48,30(179:,7+%$77(5< %$&.83 3529,'(&$5%210212;,'('(7(&7,21$7)851$&(5220 (;7(1'&21'8,7)520'22502725+286,1*72 386+%87721/2&$7,21)25&21752/:,5,1* 3529,'(*$1*5(&(66('%2;:,7+5(&(66(''(9,&(6 &20'$7$32:(5 )257(/(9,6,21,167$//$7,21&225',1$7( (;$&7/2&$7,21:,7+$5&+,7(&7(48$/72/(*5$1' 79:7966:'83/(;6+$//+$9(,17(*5$/685*(3527(&7,21 3529,'(',00(5)25&21752/2) )$1 /,*+7.,73529,'( 6:,7&+)25&21752/2))$102725 3529,'(-81&7,21%2;5$7(')25&(,/,1*)$1,167$//$7,21 3529,'(9&211(&7,21)2502725,=('*$5$*('225 9(5,)<&211(&7,215(48,5(0(176:,7+0$18)$&785(535,25 72528*+,1 3529,'(1(0$',6&211(&795$7('121)86(')25 :$7(5+($7(5(/(&75,&$/&211(&7,21 3529,'('83/(;$7$%29(),1,6+(')/225,1&$%,1(75<)25 0,&52:$9(&211(&7,21 3529,'($03'(',&$7('*)&,3527(&7('5(&(37$&/()25 /$81'5<&,5&8,7'(9,&(6+$//%(5($',/<$&&(66,%/( 3529,'(9&211(&7,21)25*$6)851$&( 3529,'(-81&7,21%2;$7$))$1'5$&(:$<72 3$1(/%2$5')25)8785((/(&75,&9(+,&/(&+$5*(5 &211(&7,21/$%(/&29(53/$7()2586( ,167$//%(/2:&2817(5  *(1(5$/127(6 3529,'(5(&(37$&/(6:,7+7$03(55(6,67$173527(&7,21 3(51(&5(48,5(0(176 3529,'($)&,3527(&7,213(51(&5(48,5(0(176 3529,'(*)&,3527(&7,213(51(& $ 5(48,5(0(176 5(&(37$&/(66+$//%(,167$//(',1$&&25'$1&(:,7+1(&  &225',1$7(),1,6+&2/252)$//:,5,1*'(9,&(6:,7+ $5&+,7(&735,2572$1<385&+$6( 3529,'($//5$&(:$<6%$&.%2;(608'5,1*66+22.6(7& )25$&203/(7(7(/(&207(/(9,6,213$7+:$<6<67(0$// '(9,&(6&$%/,1*(48,30(176+$//%(%<2:1(5 67(/(&20 &2175$&725 6&$/(  (   (1/$5*('(/(&75,&$/3/$1            03/02/2023 RECEPTACLE REQUIRED ON BALCONY PER 210-52(E)3. Reviewed by SAFEbuilt 04/25/2023