Loading...
HomeMy WebLinkAboutPLANS New 13 Unit MFD 1551 S Saint Vrian Ave (North Bldg) 2020-08-17GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G0.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS COVER SHEET Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 COVER/CODE ASSEMBLIES PLANS ELEVATIONS SECTIONS SCHEDULES, ASSEMBLIES RCP G0.0 G1.0 A2.0 A2.1 A3.0 A4.0 A4.1 A5.0 A6.0 COVER SHEET CODE/ASSEMBLIES FLOOR PLAN FLOOR PLAN ELEVATIONS SECTIONS SECTIONS DOORS & WINDOWS REFLECTED CEILING PLANS CD 01 02 03 CD 01 02 03 A3.1 ELEVATIONS A4.2 SECTIONS A2.2 UNIT PLANS A2.3 A2.4 A2.6 UNIT PLANS UNIT PLANS ROOF PLANS A6.1 REFLECTED CEILING PLANS INTERIOR ELEVATIONS A7.0 INTERIOR ELEVATIONS - 3 BDRMS A A7.1 A7.2 INTERIOR ELEVATIONS - 2 BDRMS - 1 BDRM INTERIOR ELEVATIONS - 3 BDRMS B G1.1 ASSEMBLIES,BLOCKING A4.3 STAIR 1 A4.4 STAIR 2 A4.5 STAIR 3 A5.1 DOORS & WINDOWS WALL SECTIONS A8.0 WALL SECTIONS A8.1 WALL SECTIONS CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL C1.1 S1.0 S1.1 S1.2 S0.0 C1.2 C2.1 C2.2 C3.1 C3.2 M0.0 M0.1 M0.2 M1.0 M1.1 P0.0 P0.1 P2.0 P2.1 P2.2 E0.0 E0.1 E1.0 E1.1 E2.0 E2.1 GENERAL NOTES & LEGEND GENERAL NOTES FOUNDATION PLAN FRAMING PLAN - SECOND FLOOR FRAMING PLAN - THIRD FLOOR AND ROOF EXISTING CONDITIONS AND DEMOLITION SITE GRADING PLAN BUILDING GRADING PLAN STORM SEWER PLAN & PROFILE MECHANICAL INDEX, LEGEND AND NOTES MECHANICAL SCHEDULES MECHANICAL DIAGRAMS MAIN FLOOR PLAN--MECHANICAL SECOND FLOOR -- MECHANICAL PLUMBING INDEX, LEGEND AND NOTES… PLUMBING SCHEDULES OVERALL WATER + GAS PLANS ELECTRICAL INDEX AND LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE - LINE ELECTRICAL CALCULATIONS ELECTRICAL TYPICAL UNITS OVERALL PLAN THIRD FLOOR -- MECHANICAL MAIN LEVEL SANITARY + VENT STORM WATER PONDS GRADING PLAN C4.1 C5.1 C6.1 UTILITY PLAN GENERAL DETAIL EROSION CONTROL PLAN C6.2 EROSION CONTROL DETAILS C7.1 STATE HIGHWAY No. 7 IMPROVEMENTS C8.1 LANDSCAPE PLAN ENLARGED FLOOR PLANS P2.3 ENLARGED FLOOR PLAN P2.4 ENLARGED FLOOR PLAN P2.5 ENLARGED FLOOR PLAN P1.0 PLUMBING SITE PLAN C2.3 SITE PLAN A2.5 UNIT PLANS G1.2 CODE G1.3 CODE STUDY S1.3 FOUNDATION TIED DOWN PLAN S1.4 MAIN + SECOND FLOOR BRACED WALL PLANS S1.5 THIRD FLOOR BRACED WALL PLAN S1.2 DETAILS MECHANICAL SPECIFICATIONS M0.3 M1.2 P0.2 PLUMBING DIAGRAMS A8.2 DETAILS VICINITY MAP PROJECT TEAM CONTRACTOR Peak View North Building 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 * 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 23 09 00 FIRE ALARM 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. 07/21/20 Rev Permit Comments Response 03/03/20 DD Design Development Set ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY Saunders-Heath Scott Mikulak, Dir. Preconstruction Terry Been, Project Manager 1212 Riverside Ave #130 Fort Collins, CO 80524 970.221.4195 PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building 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. Penetrations: **(Pre-approved) Firestop subcontractor or (pre-approved) special inspector required, submit proposed systems to Building Dept*** 5. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior wall: Siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Composition roofing 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, with preformed air vent, over conditioned space. Air Leakage: **Blower Door Test required on thermal envelope in accordance with ASTM E 779 per IECC C402.5** 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 I.M.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.P.C., 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., 2017 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 OWNER CIVIL & STRUCTURAL ENGINEER BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT Estes Park Housing Authority Naomi Hawf, Executive Director 363 E Elkhorn Ave #101 Estes Park, CO 80517 nhawf@estes.org 970.591.2535 Cornerstone Engineering & Surveying, Inc Mike Todd, PE 1692 Big Thompson Ave, Ste 200 Estes Park, CO 80517 mtodd@ces-ccc.com 970.586.2458 06/08/20 CDs GMP + Permit Application Set 1 07/21/2020 APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 08/17/2020 This structure must comply with the requirements of the 2017 National Electrical Code 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS ASSEMBLIES Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 1 MI N 8 " 8" W5 W3 W1 -EXTERIOR SIDING - RE: ELEVATIONS - 1" XPS or POLYISO RIGID FOAM (TAPED SEAMS PROVIDE AWB) - 1/2" (nominal) OSB WALL SHEATHING - 2x6 WD STUDS @ 16" OC - R-21 BATT INSULATION - 5/8" TYPE 'X' GYPSUM WALL BOARD -5/8" GYPSUM WALLBOARD -2x4 WD STUDS @ 16" OC -ACOUSTIC INSULATION AT BED/BATH ROOMS -5/8" GYPSUM WALLBOARD -5/8" TYPE X GWB - 1/2" (nominal) OSB WALL SHEATHING -2x4 WD STUDS @ 16" o.c. -3 1/2" SOUND BATT -1" AIR GAP -2x4 WD STUDS @ 16" o.c. (STAGGERED) -3 1/2" SOUND BATT - 1/2" (nominal) OSB WALL SHEATHING -5/8" TYPE X GWB W4 H4 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION (MIN. R-49) -CEILING DAMPER - 1/2" RESILIENT CHANNEL @ 12" O.C. -(1) LAYER 5/8" TYPE 'C' GWB H2 -1 1/4" FLOOR TOPPING MIXTURE min 1500PSI - 1/4" ACOUSTI-MAT (or EQ) UNDERLAYMENT (AT LVT FLOORING, AT CARPET: 1 1/2" TOPPING ONLY) -23/32" T&G OSB FLOOR SHEATHING -PARALLEL CHORD TRUSS -CEILING DAMPER -ACOUSTIC INSULATION -1/2" RESILIENT CHANNEL @ 12" O.C. & DOUBLED @ END JOINT -(1) LAYER 5/8" TYPE 'C' GWB CEILING CONTINUOUS ABOVE INTERIOR PARTITIONS AT FLOOR-CEILINGS H3 - TRAFFIC TOPPING -23/32" T&G PLYWOOD FLOOR SHEATHING -2X WOOD JOISTS - HARDIEPANEL SOFFIT BOARD - 1x2 BATTENS AT 4'0"o.c. BOTH DIRECTIONS) W2 -EXTERIOR SIDING - RE: ELEVATIONS - 1" XPS or POLYISO RIGID FOAM - SEAMS TAPED (TAPED SEAMS PROVIDE AWB) - 5/8" FIRE-RATED GYP SHEATHING - 1/2" (nominal) OSB WALL SHEATHING **OSB ONLY REQ'D WHERE INDICATED BY STRUCT** - 2x6 WD STUDS @ 16" OC - R-21 BATT INSULATION - 5/8" TYPE 'X' GYPSUM WALL BOARD -5/8" GYPSUM WALLBOARD -2x6 WD STUDS @ 16" OC -ACOUSTIC INSULATION AT BED/BATH ROOMS -5/8" GYPSUM WALLBOARD CEILING MEMBRANE INTERRUPTED BY DOUBLE TOP PLATE PROVIDE 5/8" TYPE 'X' GYP AT WALLS & PROTECT PENETRATIONS H2 ASSEMBLY -(2) LAYERS 5/8" TYPE 'X' or 'C' GWB TO INSIDE FACE JOISTS & UNDERSIDE OF FLOOR SHEATHING EXHAUST VENTS 3-SIDED GYP WRAPWOOD FRAMING EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS DECK/CEILING - H3 0-HR 2x4 INTERIOR WALL - W3 0-HR LISTING: NA UNIT SEPARATION WALL - W5 1-HR BEARING LISTING: GA WP5512 2x6 INTERIOR WALL - W4 0-HR LISTING: NA ROOF/CEILING - H4 1-HR LISTING: GA 2606 FLOOR/CEILING - H2 1-HR LISTING: GA5519/UL L574 WALL TO CEILING CONNECTION AT FLOORS EXHAUST CHASE WRAP - H2.1 1-HR EXTERIOR INTERIOR EXTERIOR WALL @ STAIR ACCESS - W2 1-HR LISTING: U364 ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS WALL TO CEILING CONNECTION AT ROOFS NOTE: DETAILS APPLY TO INTERIOR NON-LOADBEARING NON-RATED PARTITIONS ONLY. SEE DETAILS FOR INTERSECTIONS AT FIRE PARTITIONS AND FIRE BARRIERSN R 7 EXHAUST CHASE WRAP - H2.1 IBC TABLE 721.1(3) #21-1.1 1-HR Design No. U364 March 11, 2020 Bearing Wall Rating — 1 Hr. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 1. Wood Studs — Min. nom 2 by 4 in., spaced 16 in. OC. 2. Gypsum Board* — Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom5/8 in. thick (min) 4 ft wide bearing the UL Classification Marking for Fire Resistance applied vertically. Attached to studs with 6d cement coated nails or 1-7/8 in. long No. 6 buglehead dry wall screws spaced 7 in. OC at the edges and in the fields. Vertical joints located over studs. Joints covered with paper tape and joint compound. Fastener heads covered with joint compound. AMERICAN GYPSUM CO (View Classification) — CKNX.R14196 3. Batts and Blankets* — Min. 3-1/2 in. glass fiber or mineral wool batts placed to fill cavity of wall. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 4. Foamed Plastic* — Max. 2 in. thick rigid polystyrene insulation attached to studs with 2-1/2 in. long galvanized roofing nails. OWENS CORNING SCIENCE AND TECHNOLOGY, LLC THE DOW CHEMICAL CO 5. Exterior Facings — Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the Foamed Plastic* or Building Units*: B. Particle Board Siding — Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP- 108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. 1 ( GA FIRE RESISTANCE DESIGN MANUAL GENERAL NOTES 10. When not specified as a component of a fire tested wall or partition system, mineral fiber, glass fiber, or cellulose fiber insulation of a thickness not exceeding that of the stud depth shall be permitted to be added within the stud cavity. 22. When not specified as a component of a fireresistance rated wall or partition system, wood structural panels shall be permitted to be added to one or both sides. Such panels shall be permitted to be applied either as a base layer directly to the framing (under the gypsum board), as a face layer (over the face layer of gypsum board), or between layers of gypsum board in multi-layer systems. When such panels are applied under the gypsum board or between layers of gypsum board the length of the fasteners specified for the attachment of the gypsum board applied over the wood structural panels shall be increased by not less than the thickness of the wood structural panels. Fastener spacing for the gypsum board and the number of layers of gypsum board shall be as specified in the system description. *(1(5$/$66(0%/<127(6 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. ALL INTERIOR PARTITIONS ARE TO EXTEND TO UNDERSIDE OF RATED CEILING UNLESS NOTED OTHERWISE. 3. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 4. ALL FRAMING TO BE SPACED PER STRUCTURAL REQUIREMENTS. 5. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME. 6. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS AT ALL WET LOCATIONS. MAINTAIN FIRE RATING AT ALL PARTITIONS. 7. ALL FIRE RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. CONTRACTOR MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITH PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS: UL - UNDERWRITERS LABORATORIES, INC; GA - GYPSUM ASSOCIATION; NER - NATIONAL EVALUATION REPORT; WHI - WARNOCK HERSEY INTERNATIONAL 8. THROUGH PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC 712.3.1 9. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 713.3.2 10. REFER TO COMCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS ACCESSIBILITY Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 0,1  35()(50$; 0$; 0,1 0,15(,1)25&,1*$5($ 5($572,/(7:$//5(,1)25&(0(17$/:$<6,167$//('72$6680(%$57+$7,62))2)),1,6+)$&( $'',7,21$/5(,1)25&,1*$76,'(6$1'%277205(&200(1'(' 0,1 35()(50$; 0$; )))) 72,/(75(,1)25&,1*6,'(:$//72,/(75(,1)25&,1* 5($5:$// 0,1 35()(50$; 0$; 0,1  0$;  )) 0$;  0$; 0$;0,10$; ))  35()(50$; 0$; 0$; 0,1 )) $'',7,21$/5(&200(1'('5(,1)25&('$5($ $'',7,21$/5(&200(1'('5(,1)25&('$5($ 127(,167$//0,;,1*9$/9($%29(25%(/2:&217,18286%/2&.,1* GRAB BAR REINFORCING AT RESIDENTIAL TYPE A+B WATER CLOSET AND TUB/SHOWER 48" 66 " 16"-18" 33" MIN 30 " 48" 24" 48 " 30" NOTE: OFFSET BOWL IN LAV, TYPICAL CONTROL WALL TUB OR SHOWER RE: PLAN TYPE 'B' LAVATORY TYPE 'B' TOILET w/ LAVATORY OVERLAP TYPE 'B' OPTION 'B' APPLIED ALL GROUND FLOOR UNITS NOT IDENTIFIED AS TYPE 'A' TYPE 'B' TUB/SHOWER     0 , 1   $ ) )    0 $ ;   $ ) )  *5$%%$5,167$//$7,211275(48,5('$77<3(%5(6,'(17,$/81,76:+(5(5(,1)25&,1*+$6%((13529,'(' [%/2&.,1*3529,'(6758&785$/683325772$&&2002'$7(3281'62))25&($33/,(',1$1<',5(&7,21 7<3,&$/5(,1)25&,1* *5$%%$55(,1)25&,1*'(7$,/ 30"x48" CLEAR FLOOR SPACE FOR EACH APPLIANCE, TYP 1     $16,%$7+%/2&.,1*'(7$,/6     $16,%$7+3/$1'(7$,/6     /$81'5<     5($&+5$1*(6    $&&(66,%,/,7<6,7(3/$1     $16,.,7&+(16 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS CODE STUDY + PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DW RE UP UP UP 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 F F DW F DW REF DRW DRW 2 2 1 1 BB DDDRW W1 W1 W2 W1 W1 W1 W5 W5 W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W1 W1 W1 W2 W1 W1 DW W1 DRW W2 DR W DW F 1 1 10 ' SE T B A C K 18 . 3 ' 1'1' FIRE SPRINKLER CONTROL PROPERTY LINE 1HR FIRE BARRIERS AT EXIT STAIRS 1HR FIRE PARTITIONS BETWEEN UNITS, TYP UNIT 103 770 SF TYPE "B" 4 OCCS UNIT 102 903 SF TYPE "B" 5 OCCS UNIT 104 903 SF TYPE "B" 5 OCCS UNIT 101 1125 SF TYPE "B" 6 OCCS PATIO DECK UNIT ENTRY UNIT 105 1125 SF TYPE "B" 6 OCCS PATIO PATIO PATIO UNIT ENTRY UNIT ENTRY UNIT ENTRY EXIT EXIT DISCHARGE EXIT DISCHARGE RE RE RE FF G G W1 W2 W2 EE DN DN DN UP UP DW RE 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD F F F F DW DW DW RE DW DRW DRW DRW DR W DW F 1 EGRESS BALCONY <10 OCCS TYP.EGRESS BALCONY <10 OCCS TYP.EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY OCCS > 10 (11) EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY <10 OCCS TYP. AREA OF EGRESS BALCONY w/ OCC LOAD > 10 (11) 1HR FIRE BARRIERS AT EXIT STAIRS, TYP 1HR FIRE PARTITIONS BETWEEN UNITS, TYP MAX TRAVEL TO STAIR = +/-54' UNIT 203 770 SF 4 OCCS UNIT 202 903 SF 5 OCCS UNIT 204 903 SF 5 OCCS UNIT 201 1125 SF 6 OCCS DECK DECK UNIT ENTRY UNIT 205 1125 SF 6 OCCS UNIT ENTRY UNIT ENTRY UNIT ENTRY DECK DECK UNIT ENTRY RE RE RE FF G G EE W5 W5 W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W1 W1 W2W2 W1 W1 W2 DN DN 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD F F F DW W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W1 W2 W1 DW RE DW DW RE DRW DRW W2 1 1 EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY <10 OCCS TYP. EGRESS BALCONY < 10 OCCS EGRESS BALCONY <10 OCCS TYP. 1HR FIRE BARRIERS AT EXIT STAIRS, TYP 1HR FIRE PARTITIONS BETWEEN UNITS, TYP EXTERIOR WALL ROOF BELOW TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE = 120' (MAX 250' PER TABLE 1017.2) MAX TRAVEL TO STAIR = 63' UNIT 302 770 SF 4 OCCS UNIT 301 903 SF 5 OCCS UNIT 303 903 SF 5 OCCS UNIT ENTRY UNIT ENTRY DECK DECK UNIT ENTRY RE FF G G EE W2 W2 1 2 3 4 5 6 7 8 9 H2H2H2 H2H2 H2 H4H4 H2H2 H4 H4H4 H4H2H4 H4 1 12 ' - 3 " 1HR ROOF CEILING,TYPICAL DRAFTSTOPPING RE: 6/A8.2 DRAFTSTOPPING NOT REQ'D THIS LOCATION RE: CODE STUDYDRAFTSTOPPING UNIT 201 UNIT 101 UNIT 202 UNIT 102 UNIT 203 UNIT 103 UNIT 301 UNIT 302 UNIT 204 UNIT 104 UNIT 303 UNIT 205 UNIT 105Main Floor + 101'-0" Second Floor + 111'-7 3/8" Second Floor + 120'-8 1/2" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8" Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floors + 120'-2 3/4" T.O. Walls + 129'-3 7/8" H2H2 H2 H2 H2 H4 T.O. Walls + 118'-8 1/2" Average Grade 100'-0" 36 ' - 6 " 1HR FLOOR CEILING, BETWEEN DWELLING UNITS, TYP. 1HR FIRE PARTITIONS BETWEEN DWELLING UNITS, TYP. REFERENCE 1 HR FIRE BARRIER 1 HR FIRE PARTITION Fire Walls: None Fire Barriers: 707 Exterior Exit Stair enclosure 707.5 Ex.2 Stairway enclosures permitted to terminate at top enclosure in accordance with 713.12 (i.e. 1hr roof-ceiling assembly) Fire Partitions: 708 1 hr 708.4 Ex 5 Dwelling unit separation (demising) walls Attic draftstopping req’d above every two dwelling units, R-2, < 4stories (see 718.4.2) Smoke Partitions/Barriers: None Horizontal assemblies: 711 1 hr 711.2.3 1hr Separation between Sleeping Units *Note supporting construction not req’d to be fire resistance rated Roof-ceilings Shaft Enclosures: None Penetrations: 1hr protection **Firestop subcontractor required, submit proposed assemblies to Building Dept as Delayed Submittal** 714.4.2 Ex 7 Ceiling membrane of 1hr horizontal assemblies permitted to be interrupted w/ double top plate of wall sheathed w/ type ‘X’ wallboard, provided that penetrating items through the top plate are protected Opening Protectives Table 716.5 No openings in exit stair fire barrier walls Otherwise protectives not required Concealed Spaces 718 Fireblocking 718.2 At ceiling & floor level + horiz at 10’ max Draftstopping, Floors: 718.3 Req’d above dwelling unit separations Draftstopping, Attics 718.4.2 Ex.3 Attic draftstopping req’d above every two dwelling units, R-2, < 4stories Interior Finishes - Chapter 8 Flame Spread Table 803.11 R Class C Fire Protection Systems -- Chapter 9 Automatic Sprinkler systems: 903.3.1.2 NFPA 13 R Portable Fire Extinguishers 906.1.1 Ex (1) 1-A:10-BC extinguisher required in each dwelling unit Not req’d elsewhere in the building Manual Fire Alarm 907.2.9.1 Ex.2 Not Req’d: Sprinklered w/notification Single + Multiple station smoke alarms 907.2.11.2 Required in and directly outside of each sleeping room, interconnected within each unit Carbon Monoxide 915.2.1 Required directly outside of each sleeping area Unit 102: 1/200 (gross) 903sf/200 = 5 Unit 103: 1/200 (gross) 770sf/200 = 4 Unit 104: 1/200 (gross) 903sf/200 = 5 Unit 105: 1/200 (gross) 1,125sf/200 = 6 Total First Floor: *Note: each unit exits directly to exterior* 26 Second Floor Unit 201: 1/200 (gross) 1,125sf/200 = *unit has dedicated exit stair* 6 Unit 202: 1/200 (gross) 903sf/200 = *shares exit access stair w/203 5 Unit 203: 1/200 (gross) 770sf/200 = *shares exit access stair w/202 4 West Stair Occupant load at stair 9 Unit 204: 1/200 (gross) 895sf/200 = *shares exit access stair w/205 5 Unit 205: 1/200 (gross) 1,210sf/200 = *shares exit access stair w/204 7 East Stair Occupant load at stair 12 Total Second Floor: 26 Third Floor Unit 301: 1/200 (gross) 903sf/200 = *shares exit access stair w/302 5 Unit 302: 1/200 (gross) 770sf/200 = *shares exit access stair w/201 4 West Stair Occupant load at stair 9 Unit 303: 1/200 (gross) 903sf/200 = 5 Total Third Floor: 14 Number of Exits Table 1006.3.2(1) R-2 Occupancy, Max (4) units/floor 125’ max common path of egress travel (+/- 45’ proposed) 1 Stairway Min width 1011.2 Ex1 36-inches (occ load <50) Treads/Risers 1011.5.2 Max 7-inch rise/min 11-inch tread Landings 1011.6 Equal to width of stairway Handrails 1011.11 Req’d both sides Egress Balconies Wall Separation 1021.2 Separated from the interior as req’d for corridors Table 1020.1 0.5hr Req’d where occ load > 10 Note: all individual egress balconies have occupant load < 10, so no exterior wall ratings required except at exit stair Exterior Exit Stairways Separation 1027.6 Separated from the interior of the building as req’d by 1023.2 1023.2 Enclosed by fire barriers 707 and horizontal assemblies 711 1hr (< 4 stories) See also IBC Commentary Figure 1023.7(1) Condition #2 (example applied) Accessibility -- Chapter 11 Accessible Route Parking Table 1106.1 52 parking spaces total (per Planning Comm approval) 1 accessible space req’d per 25 So, (3) req’d; (3) provided Note: additional parking space at storage building is not a dedicated accessible space, but does meet accessible standards Dwelling Units 1107.6.2.2.1 1107.6.2.2.2 One Type A unit required on site (South Building Unit 104) All ground floor units meet Type B standards (upper floor units exempted per 1107.7.1) Per CRS 9-5-105: 26 units; 12 points req’d (1) Type A@6pts + (9) Type B@ 4pts ea = 42pts ‘ Interior Environment -- Chapter 12 Attic Ventilation 1203.2 1/300 of space ventilated Natural Ventilation 1203.5 Min 4% of floor area Natural Light 1204.2 Min glazed area = 8% of floor area Sound Transmission 1207 STC = 50+ IIC = 50+ Access to unoccupied space 1209 Attic access min 20x30 inches Energy Efficiency -- Chapter 13 -- See ResCheck for Energy code compliance Exterior Walls -- Chapter 14 Combustible Balconies 1406.3 Ex 3 Balconies + similar projections (decks) in Type V construction not req’d to be fire-resistant construction where sprinkler protection is extended to these areas Means of Egress - Chapter 10 First Floor Unit 101: 1/200 (gross) 1,125sf/200 = 6 Use & Occupancy Class -- Chapter 3 Proposed: R-2 Apartments Special Requirements -- Chapter 4 Group R 420 Walls Walls separating sleeping units – fire partitions per 708 Floors Floor assemblies separating sleeping units: horizontal assemblies per 711 Fire Sprinkler system + alarms req’d per 903.2.8 + 907.2.8 Height & Area Limitations -- Chapter 5 Construction Type: V-B S13R Use Group: R-2 Allowable Height: Table 504.3 60’ No. Stories: Table 504.4 3 Area Limitation Allowable area: Table 506.2 7,000sf (R-2) Frontage Increase: 506.3.3 1,265sf (R-2) If = 0.5 [F/P-.25]*W/30 F=275’ P = 450’ W=30’ Total Allowable: 506.2.3 24,795sf (R-2) Aa = [At + NS*If]*Sa Proposed: 5,250sf Incidental Uses 509 None Types of Construction -- Chapter 6 Type V-B Any materials permitted by code Fire-resistive rating Table 601 Structural Frame 0hr Non/Bearing walls 0hr Floor/Roof 0hr Exterior wall protection Table 602 All Walls 0hr > 10’ Fire - Resistive Construction -- Chapter 7 Opening Protectives: Table 705.8 Area of North wall >15’ <20’ 25% opgs Ground + 2nd Floors (ea) 3rd Floor 370sf 100sf Allowed: 92.5sf Proposed: 65sf Allowed: 25sf Proposed: 20sf OK Area of North wall >20’ 45% opgs Ground + 2nd Floors (ea) 3rd Floor 1,320sf 720sf Allowed: 594sf Proposed: 179sf Allowed: 324f Proposed: 139sf OK All other walls: No Limit > 30’ 1 1 1205.2 &20FKHFN6RIWZDUH9HUVLRQ&20FKHFN:HE Envelope Compliance Certificate 3URMHFW7LWOH ,(&& 3URMHFW7\SH1HZ&RQVWUXFWLRQ 9HUWLFDO*OD]LQJ:DOO$UHD /RFDWLRQ(VWHV3DUN&RORUDGR &OLPDWH=RQHE &RQVWUXFWLRQ6LWH 6RXWK6W9UDLQ$YH (VWHV3DUN&RORUDGR 2ZQHU$JHQW (VWHV3DUN+RXVLQJ$XWKRULW\ ((ONKRUQ$YH (VWHV3DUN&RORUDGR 'HVLJQHU&RQWUDFWRU /DQH %$66$UFKLWHFWXUH3& %LJ7KRPSVRQ$YH8QLW (VWHV3$UN&RORUDGR  3URMHFW,QIRUPDWLRQ (QHUJ\&RGH 3HDN9LHZ1RUWK 5HGXFHGLQWHULRUOLJKWLQJSRZHU5HTXLUHPHQWVDUHLPSOLFLWO\HQIRUFHGZLWKLQLQWHULRUOLJKWLQJDOORZDQFHFDOFXODWLRQV $GGLWLRQDO(IILFLHQF\3DFNDJH V Building Area Floor Area 1-Multifamily : Residential 12230 (QYHORSH$VVHPEOLHV Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter 5RRI$WWLF5RRI:RRG-RLVWV>%OGJ8VH0XOWLIDPLO\@ 5260 49.0 0.0 0.021 0.021 )ORRU8QKHDWHG6ODE2Q*UDGH9HUWLFDOIW>%OGJ8VH 0XOWLIDPLO\@b G 520 ---7.5 0.560 0.540 1257+ ([W:DOO:RRG)UDPHGLQRF>%OGJ8VH0XOWLIDPLO\@ 4635 21.0 5.0 0.045 0.064 :LQGRZ9LQ\O)UDPH2SHUDEOH3HUI6SHFV3URGXFW,'7%' 6+*&>%OGJ8VH0XOWLIDPLO\@b F 641 ------0.290 0.450 ($67 ([W:DOO:RRG)UDPHGLQRF>%OGJ8VH0XOWLIDPLO\@ 1170 21.0 5.0 0.045 0.064 :LQGRZ9LQ\O)UDPH2SHUDEOH3HUI6SHFV3URGXFW,'7%' 6+*&>%OGJ8VH0XOWLIDPLO\@b F 100 ------0.290 0.450 'RRU3HUI6SHFV3URGXFW,'7%'6+*&>%OGJ8VH 0XOWLIDPLO\@b F 40 ------0.290 0.770 6287+ ([W:DOO:RRG)UDPHGLQRF>%OGJ8VH0XOWLIDPLO\@ 5495 21.0 5.0 0.045 0.064 :LQGRZ9LQ\O)UDPH2SHUDEOH3HUI6SHFV3URGXFW,'7%' 6+*&>%OGJ8VH0XOWLIDPLO\@b F 445 ------0.290 0.450 3DWLR'RRUV DOFRYHV 3HUI6SHFV3URGXFW,'7%'6+*& >%OGJ8VH0XOWLIDPLO\@b F 120 ------0.290 0.770 (QWU\'RRUV )LEHUJODV 2WKHU 8)DFWRURSWLRQ 6ZLQJLQJ >%OGJ8VH0XOWLIDPLO\@ 220 ------0.210 0.370 :(67 ([W:DOO:RRG)UDPHGLQRF>%OGJ8VH0XOWLIDPLO\@ 1120 21.0 5.0 0.045 0.064 :LQGRZ9LQ\O)UDPH2SHUDEOH3HUI6SHFV3URGXFW,'7%'30 ------0.290 0.450 3URMHFW7LWOH 'DWDILOHQDPH 3HDN9LHZ1RUWK 5HSRUWGDWH RI3DJH 6+*&>%OGJ8VH0XOWLIDPLO\@b F (QWU\'RRU )LEHUJODV 2WKHU 8)DFWRURSWLRQ 6ZLQJLQJ >%OGJ8VH0XOWLIDPLO\@ 20 ------0.210 0.370 (a)%XGJHW8IDFWRUVDUHXVHGIRUVRIWZDUHEDVHOLQHFDOFXODWLRQV21/<DQGDUHQRWFRGHUHTXLUHPHQWV (b) 2WKHU FRPSRQHQWVUHTXLUHVXSSRUWLQJGRFXPHQWDWLRQIRUSURSRVHG8IDFWRUV (c))HQHVWUDWLRQSURGXFWSHUIRUPDQFHPXVWEHFHUWLILHGLQDFFRUGDQFHZLWK1)5&DQGUHTXLUHVVXSSRUWLQJGRFXPHQWDWLRQ (d)6ODE2Q*UDGHSURSRVHGDQGEXGJHW8IDFWRUVVKRZQLQWDEOHDUH)IDFWRUV (QYHORSH&RPSOLDQFH6WDWHPHQW &RPSOLDQFH6WDWHPHQW7KHSURSRVHGHQYHORSHGHVLJQUHSUHVHQWHGLQWKLVGRFXPHQWLVFRQVLVWHQWZLWKWKHEXLOGLQJSODQV VSHFLILFDWLRQVDQGRWKHUFDOFXODWLRQVVXEPLWWHGZLWKWKLVSHUPLWDSSOLFDWLRQ7KHSURSRVHGHQYHORSHV\VWHPVKDYHEHHQ GHVLJQHGWRPHHWWKH,(&&UHTXLUHPHQWVLQ&20FKHFN9HUVLRQ&20FKHFN:HEDQGWRFRPSO\ZLWKDQ\DSSOLFDEOH PDQGDWRU\UHTXLUHPHQWVOLVWHGLQWKH,QVSHFWLRQ&KHFNOLVW 1DPH7LWOH 6LJQDWXUH 'DWH (QYHORSH3$66(6'HVLJQEHWWHUWKDQFRGH JQUHSUHHHHHVHQVVHVHQVHQVHQVHQVHVHVHVHVHQVHQVHQHQHQHQHHHQVHVHVHQVHVHHHHHVHQVHVVVHQHHHHQVHQVVVHQHHHVHQVHQVHQVVVHVHHHHVHVVVHHVVHHHQVVHQQVHVHQQVHQQQVVHQQQQQVQVHQQVVVVHQQQVVQQQVQQQVQQQQVVVQWHGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGLQWKLVGRFGGRGRGGRGGRGGGRGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGXPHPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPQWWWWWWQWQWWWWQQWQWWWQWWWWQWQWQQWWWWWQQQWWWWQQQQQQQQQQQQQQQQQQ LVFRQVLVWH WKLVSVSSVSSSSSSSSSSSSSSSSSSSHUPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPLWDSSDSDDDSSDSDSDSDSDDDDSSDSDSDSDDDSSDDDDDDSDSSDDDSSSDDSSSDDDSDSDSDSDDSSDDDDDDDSDSSDDDDDSSSSSSSSSSSSSOLFDWLRQQRQRQQQRQRQRQQQQQQQQQQQRQQQRRRRRRRRRR 7KHSHHHSHHSHHHSHHHHSHHHHHHHHHHHSHHHHSHHHHSHHSHSHSHHSHHHSHHSHHSHHSSSSSSSSSSURSURUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUURVHGHQYHOR 0FKHFKKKKKKFKKKFKFKFKHFKHKKKKKKKKKKKKKKKKKKKKKKKKFKKFKFKKKFKFKKKKKKKKKFKKKKKFKKKKFKKFFKFFFN 9HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHUVLLLLLLLLLLLLLLLLLLLLRQRRRRRRRRRRRR &20FKHFFKHFFFFKFFKHFKHFKHFKHFKHFKHFKHFKHFFFFFKHFFKHFFFFFFFFFFFKHFFFFFFKHFFKHFKHFFFKHHHHHHHHFN:FN:FFN:FN:N:NNFNFN:NNNFNFN:NN:FNNFNFNFN:N:NNFN:NNNNNNNNFNNNNNFNNFN:NNFNNFN:FFN:FNNFFN:N:FNNNFFFFFFFF:FFFF :FFFN:FFFF ::FN:FFFFF :::FF :::F :::FF :::::HEHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH DQGWRFRPSN NONNNNNONNONNONNONONNONONNNONNNONNONOONONNNOONONNOOOOOOOOLVW 6LJQDWXUHUHUHUUUHHUHUHUUUUHUHUHUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU 4.30.2020Steve Lane, AIA 1 1/16" = 1'-0" Main Floor Code Plan 2 1/16" = 1'-0" Second Floor Code Plan 3 1/16" = 1'-0" Third Floor Code Plan 4 1/16" = 1'-0" Code Section 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS FLOOR PLAN Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DW RE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 UP 20 RISERS (6 3/8") A 5'- 0" 5'- 0" 101L 6'- 8" 3'- 0" B2 4'- 0" 5'- 0" 101L 6'- 8" 3'- 0" A 5'- 0" 5'- 0" 101L 6'- 8" 3'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0"B2 4'- 0" 5'- 0" 10 2 L 6'-8" 3'-0" A 5'- 0" 5'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 10 2 L 6'-8" 3'-0" A 5'- 0" 5'- 0" B1 5'- 0" 5'- 0" B2 4'- 0" 5'- 0" A 5'- 0" 5'-0" A 5'- 0" 5'- 0" 101L 6'- 8" 3'- 0" C1 4'-0" 2'-6" B2 4'- 0" 5'- 0"C3 3'- 6" 2'- 0" B1 5'-0" 5'-0" B1T 5'-0" 5'-0" 10 2 R 6'-8" 3'-0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 10 0 6'-8" 3'-0" 101L 6'- 8" 3'- 0" B1 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 F F DW F DW REF DRW DRW 2 2 1 1 BB DDDRW W1 W1 W2 W1 W1 W1 W5 W5 W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W1 W1 W1 W2 W1 W1 DW W1 DRW W2 DR W DW F 3 A4.3 5 A4.4 5 A4.5 1 5' - 2 1 / 4 " 5 ' - 4 1 / 2 " 2' - 1 / 4 " 8' - 2 1 / 2 " 1 1 ' - 2 1 / 2 " 4 ' - 0 " 4'-0" 6'-3 1/2"6'-5 1/2"7'-1/4" 7'-1/4" 5'-6 1/4" 6'-2" 1" 5'-2 3/4" 5'-3 3/4" 4'-6" 12'-3 1/2"5'-0" 4" 4" 5'-10 1/2" 5'-7 1/2" 6'-6 1/4" 6'-1 3/4" 3" 1" 5'-3 1/4" 5'-4 1/4"4'-6"12'-3 1/2" 5'-0" 4" 4" 6'-1" 14'-3" 6'-3" 3'-8" 9'-1" 12'-9"25'-8 3/4"32'-9"11'-10"13'-0"32'-9"26'-11"12'-9" 168'-5 3/4" 3'-11 1/4"6'-7 1/4" 6'-1 3/4" 2'-4 1/4" 6'-3 1/4" 4'-9 1/2" 6'-1 3/4" 6'-2" 1" 6'-2" 6'-0" 2'-10" 9'-11"7'-8" 5 1/2" 8'-11 1/2" 2'-6" 6'-6 1/2" 6'-5 1/2" 1" 6'-2" 6'-0" 2'-9" 10'-0"7'-8" 1" 9'-6 3/4" 7'-4 1/4" 10'-0" 6 1/4" 4'-8" 7'-6 3/4" 1' - 0 " 1' - 0 " 1/ A 4 . 0 1/ A 4 . 0 2/ A 4 . 0 2/ A 4 . 0 3/ A 4 . 0 3/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 5/ A 4 . 0 5/ A 4 . 0 6/ A 4 . 0 6/ A 4 . 0 2/ A4.1 2/ A4.1 1/ A4.2 1/ A4.2 STAIR 2 WALKWAY BEDROOM LIVING ROOM DINING 1 BDRM 770 SF ENTRY ENTRY ENTRY BEDROOM 1 BEDROOM 2 UTIL. CL DININGLIVING ROOM 2 BDRM 903 SF BEDROOM 1 BEDROOM 2 UTIL. CL LIVING ROOM DINING 2 BDRM 903 SF BEDROOM 3 CL LIVING ROOM DINING BEDROOM 1 BATH 3 BDRM 1125 SF UTIL. BEDROOM 2 PATIO BEDROOM 3 CL BATH DECK CL BEDROOM 2 BEDROOM 1 CL DINING LIVING ROOM BATH BATH CL UTIL. KITCHEN PTRY ENTRY 3 BDRM 1125 SF PTRY CL CLBATH KITCHENCL BATH CL UTIL.PNTRY CL CLBATH BATH KITCHEN CL CL BATH KITCHEN PTRY KITCHEN SPRKL CTRL PATIO PATIO PATIO BATH PTRY CL LIN LIN STAIR 3 ENTRY RE RE RE FF G G W1 W2 W2 EE DN DN DN 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) DW RE A 5'- 0" 5'- 0" 201L 6'- 8" 3'- 0" B2 4'- 0" 5'- 0" 201L 6'- 8" 3'- 0" A 5'- 0" 5'- 0" C1 4'-0" 2'-6" 201L 6'- 8" 3'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 20 2 R 6'-8" 3'-0" A 5'- 0" 5'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 20 2 R 6'-8" 3'-0" A 5'- 0" 5'- 0" B1 5'- 0" 5'- 0" B2 4'- 0" 5'- 0" A 5'- 0" 5'-0" A 5'- 0" 5'- 0" 202L 6'-8" 3'- 0" C1 4'-0" 2'-6" 20 1 L 6'-8" 3'-0" B2 4'- 0" 5'- 0"C3 3'- 6" 2'- 0" B1 5'-0" 5'-0" B1T 5'-0" 5'-0" 20 2 R 6'-8" 3'-0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 201L 6'- 8" 3'- 0" B1 5'- 0" 5'- 0" A 5'- 0" 5'- 0" 5'-0" x 6'-8" 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD F F F F DW DW DW RE DW DRW DRW DRW DR W DW F 3 A4.4 3 A4.5 4 A2.1 8 A2.1 6 A2.1 4 A2.1 2 A2.1 7 A2.1 3 A2.1 3 A4.3 1 1/ A 4 . 0 1/ A 4 . 0 2/ A 4 . 0 2/ A 4 . 0 3/ A 4 . 0 3/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 5/ A 4 . 0 5/ A 4 . 0 6/ A 4 . 0 6/ A 4 . 0 2/ A4.1 2/ A4.1 1/ A4.2 1/ A4.2 12'-9"25'-8 3/4"32'-9"11'-10"13'-0"32'-9"26'-11"12'-9" 7' - 6 " 2' - 3 / 4 " 10 ' - 6 1 / 2 " 15 ' - 1 1 " 3' - 9 3 / 4 " 3' - 8 1 / 2 " 42 ' - 1 1 / 2 " 4' - 1 1 1 / 2 " 2' - 6 1 / 4 " 11 ' - 4 3 / 4 " 8' - 2 3 / 4 " 1 1 ' - 2 1 / 4 " 3' - 8 1 / 4 " 5' - 2 1 / 4 " 5 ' - 4 1 / 2 " 2' - 1 / 4 " 8' - 2 1 / 2 " 1 1 ' - 2 1 / 2 " 4 ' - 0 " 1' - 0 " 6'-7 1/4" 6'-1 3/4" 2'-4 1/4" 6'-3 1/4" 4'-9 1/2" 6'-1 3/4" 6'-2" 1" 6'-2" 6'-0" 2'-10" 9'-11" 7'-8" 5 1/2" 8'-11 1/2" 2'-6" 6'-6 1/2" 6'-5 1/2" 1" 6'-2" 6'-0" 2'-9" 10'-0" 7'-8" 1" 9'-6 3/4" 7'-4 1/4" 10'-0" 6 1/4" 4'-8" 7'-6 3/4" 6'-3 1/2" 6'-5 1/2" 7'-1/4" 7'-1/4" 5'-6 1/4" 6'-2" 1" 5'-2 3/4" 5'-3 3/4" 4'-6" 6'-11 1/2" 5'-4" 5'-0" 4" 4" 5'-10 1/2" 5'-7 1/2" 6'-6 1/4" 6'-1 3/4" 3"1" 5'-3 1/4" 5'-4 1/4" 4'-6" 6'-11 1/2" 5'-4" 5'-0" 4" 4" 6'-1" 14'-3" 6'-3" 4'-1" 8'-8" ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE DECK WALKWAY WALKWAY DECK BEDROOM UTIL. CL BATH LIVING ROOM DINING 1 BDRM 770 SF ENTRY ENTRY ENTRY BEDROOM 1 BEDROOM 2 UTIL. DECK CL DININGLIVING ROOM 2 BDRM 903 SF BEDROOM 1 BEDROOM 2 BATHCL CL BATH UTIL. CL LIVING ROOM DINING 2 BDRM 903 SF KITCHEN BEDROOM 3 LIVING ROOM DINING BEDROOM 1 3 BDRM 1125 SF BEDROOM 2 DECK BEDROOM 3 DECK CL BEDROOM 2 BEDROOM 1 CL DINING LIVING ROOM BATH BATH UTIL. ENTRY 3 BDRM 1125 SF PTRY BATH CL BATH CL PTRY ENTRY CL BATH CL CL CL BATH KITCHEN KITCHEN CL BATH PTRY BATH PTRY CL PTRY KITCHEN LIN LIN STAIR 2 STAIR 3 CL KITCHEN RE RE RE FF G G EE W5 W5 W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W1 W1 W2 W2 W1 W1 W2 REF N REF N 1 1/8" = 1'-0" Main Floor Plan 2 1/8" = 1'-0" Second Floor Plan 5,250 SF 5,250 SF 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS FLOOR PLAN Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DN DN A 5'- 0" 5'- 0" 301L 6'- 8" 3'- 0" B2 4'- 0" 5'- 0" 301L 6'- 8" 3'- 0" A 5'- 0" 5'- 0" C1 4'-0" 2'-6" 301L 6'- 8" 3'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0" B2 4'- 0" 5'- 0" 30 2 R 6'-8" 3'-0" A 5'- 0" 5'- 0" C3 3'- 6" 2'- 0" B2 4'- 0" 5'- 0"B2 4'- 0" 5'- 0" 30 2 R 6'-8" 3'-0" A 5'- 0" 5'- 0" 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD F F F DW W5 W5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W1 W2 W1 DW RE DW DW RE DRW DRW W2 1 A4.4 1 A4.5 1/ A 4 . 0 1/ A 4 . 0 2/ A 4 . 0 2/ A 4 . 0 3/ A 4 . 0 3/ A 4 . 0 4/ A 4 . 0 4/ A 4 . 0 1/ A 4 . 1 1/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 5/ A 4 . 0 5/ A 4 . 0 6/ A 4 . 0 6/ A 4 . 0 2/ A4.1 2/ A4.1 1/ A4.2 1/ A4.2 12'-9"25'-8 3/4"32'-9"11'-10"13'-0"32'-9"26'-11"12'-9" 168'-5 3/4" 7' - 6 " 2' - 3 / 4 " 10 ' - 6 1 / 2 " 1 5 ' - 1 1 " 3' - 9 3 / 4 " 4' - 2 1 / 4 " 42 ' - 7 1 / 4 " 5' - 1 / 2 " 1' - 1 0 3 / 4 " 28 ' - 1 / 4 " 7' - 6 " 7' - 6 " 36 ' - 3 3 / 4 " 8 1 / 4 " 2 1/4" 6'-3" 6'-0" 3'-2 1/2" 9'-6 3/4" 7'-7 3/4" 1" 4 1/2" 8'-11" 2'-6 1/2" 6'-6 3/4" 6'-5 1/4" 1" 6'-2" 5'-11 1/4" 2'-11 1/4" 9'-10" 7'-9 3/4" 4" 2 1/4" 5'-3 3/4" 5'-3 3/4" 4'-6" 6'-11 1/2" 5'-4" 5'-0" 4" 4" 5'-10 1/2" 5'-7 1/2" 6'-6 1/4" 6'-1 3/4" 3"1" 5'-3 1/4" 5'-4 1/4" 4'-6" 6'-11 1/2" 5'-4" 5'-4" 4" WALLS BELOW ROOF ABOVE ROOF ABOVE ROOF ABOVE ROOF ABOVE WALLS BELOW WALLS BELOW DECK DECK BEDROOM CL BATH LIVING ROOM DINING 1 BDRM 770 SF ENTRY ENTRY ENTRY BEDROOM 1 BEDROOM 2 DECK CL DININGLIVING ROOM 2 BDRM 903 SF BEDROOM 1 BEDROOM 2 BATH CL CL BATH CL LIVING ROOM DINING 2 BDRM 903 SF BATH BATH CL CL KITCHEN CL PTRY KITCHEN KITCHEN UTIL. UTIL. UTIL. PTRY PTRY LIN LIN STAIR 3 STAIR 2 RE FF G G EE W2 W2 HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING HORIZONTAL SIDING VERTICAL SIDING HANDRAIL HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING ONE LAYER GYP EA SIDE EXTENDS TO BACKSIDE OF WALL SHEATHING HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING VERTICAL SIDING HANDRAIL HORIZONTAL SIDING HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING HORIZONTAL SIDING HORIZONTAL SIDING HARDIE TRIM BOARDS WOOD BLOCKING THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING EXTERIOR SHEATHING GAP AND CAULKING REF N 1 1/8" = 1'-0" Third Floor Plan 4 1" = 1'-0" PLAN DETAIL6 1" = 1'-0" PLAN DETAIL 3 1" = 1'-0" PLAN DETAIL 2 1" = 1'-0" PLAN DETAIL5 1" = 1'-0" PLAN DETAIL7 1" = 1'-0" PLAN DETAIL8 1" = 1'-0" PLAN DETAIL 2,755 SF 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS UNIT PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 %         $         %         %         $         $         /       &     %                 F DW     DRW W1 W1 W1 W1 W1 F1 F2 F2 F1 F1 F2 F1 F2 F1 F2 14' - 2 7 / 8 " 7' - 9 " 2' - 4 3 / 8 " 6' - 8 " 1'-8 3/4" 1'-8 3/4" 2'-4 3/4" 4'-3/4" 4'-7 1/8" 4'-3 1/8" 7' - 7 5 / 8 " 2' - 3 " 2' - 6 3 / 4 " 1' - 1 5 / 8 " 2' - 4 3 / 8 " 3' - 2 " 9 5 / 8 " 1' - 7 1 / 8 " 1' - 8 1 / 4 " 11 ' - 3 1 / 2 " 1'-3/4" 2'-9 5/8" 2'-4 1/8" 2'-5/8" 3'-6 3/4" 10 1/8" 2'-9" 3'-5 1/2" 2'-7 5/8" 2'-11 3/4" 2'-6 1/8"6'-0" 1' - 0 "   5       /     /          5          /                             /       5       5       /       5     (4) SHELVES PATIO CL KITCHEN BEDROOM 3 LIVING ROOM DINING BEDROOM 1 3 BDRM 1125 SF BEDROOM 2 ENTRY CL BATH TYPE 1 CL CL BATH TYPE 3 PTRY UTIL. 32"x80" CASED OPG ROD+SHELF R+S R+S R+ S BATH TYPE B OPTION B RE W1 W1 W1 W1 W1 W1 W5 W5 W5 W4 W4 W4 W4 W4 W4 1' - 7 1 / 8 " 2' - 1 1 / 4 " 1' - 8 7 / 8 " 5 ' - 1 1 1 / 2 " 2' - 7 / 8 " 1' - 1 0 1 / 8 " 2' - 1 0 " FURRED WALL AT TUB A C E F G B D A C E F G B D UP %         /         &         %         %           /    $         %         %             DW REF DRW DRW W1 W1 W1W1 W1 W1 W1 W2W2 W5 W5 W5 W4 W4 W4 F2 F1 F2 F1 F2 F1 1 13'-8 3/4"1'-3" 1'-5 1/2"2'-11 1/2" 17'-10 7/8" 1'-6 1/4"1'-3 1/4" 3' - 1 3 / 8 " 2 ' - 4 1 / 8 " 4 ' - 8 3 / 8 " 2 ' - 2 5 / 8 " 6' - 3 1 / 8 " 1 ' - 4 3 / 4 " 1' - 3 " 3' - 5 1 / 4 " 8' - 6 3 / 4 " 1' - 5 1 / 8 " 1' - 2 7 / 8 " 8'-3/8" 1'-9 5/8"2'-4 3/4"6'-7 5/8" 1'-1 3/4" 1'-9 3/8" 2'-3/8" 6'-3" 1'-11 3/4" 2' - 9 "   /             5       5     5                 5     /         /         5         5         (4) SHELVES STAIRS WALKWAY ENTRY BEDROOM 1 BEDROOM 2 UTIL. CL DINING LIVING ROOM 2 BDRM 903 SF CL CL BATH TYPE 3 CL PTRY KITCHEN PATIO C E F G D PANTRY R+ S R+ S BATH 2 TYPE B OPTION B W5 2'-4 3/4" 2'-1 1/4"1'-9 5/8" 1' - 1 1 5 / 8 " 1' - 6 1 / 8 " 1' - 1 1 7 / 8 " 4' - 1 0 3 / 4 " C E F G D     )LUVW)ORRU(QODUJHG%GUP     )LUVW)ORRU(QODUJHG%GUP NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.3 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS UNIT PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 UP $       %       /       $      %       %       $             F DW RE DRW W1 W1 W1 W1 W1 DWW4 W4 F2 F11 3'-8 7/8" 1'-8 7/8" 4'-5 7/8" 1'-8 5/8" 4'-1 3/8"6'-3 1/2" 2'-3/4" 1'-11 3/4" 1'-11" 2'-6" 1' - 4 " 1' - 7 1 / 8 " 2' - 5 / 8 " 1' - 9 1 / 4 " 6' - 1 1 1 / 8 " 4' - 5 / 8 " 1' - 6 1 / 2 " 1' - 2 1 / 2 " 1' - 7 1 / 8 " 2' - 8 7 / 8 " 5 ' - 1 " 2' - 3 3 / 4 " 1'-7 3/4" 12'-4 7/8" 6 1 / 2 " 6' - 1 3 / 8 " 5     /    /       /       /      /    /    5     (4) SHELVES ENTRY PATIO BEDROOM UTIL. CL LIVING ROOM DINING 1 BDRM 770 SF KITCHEN CL CL ROD+SHELF R+ S BATH TYPE B OPTION B RE W5 W5 W5 W5 W5 W4 W4 C E F G D C E F G D DW RE UP %       &       %     %7     5     %       %       /       %       $             W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W5 W5 DR W DW F W4 W4 W4 W4 W4 W4 F2 F1 F2 F1 F2 F1 F1 F2F1 F 2 1 1' - 8 5 / 8 " 2' - 2 7 / 8 " 1' - 1 1 3 / 8 " 2' - 2 7 / 8 " 2' - 4 7 / 8 " 4'-1 1/4"2'-5 1/4"5'-3 1/2" 1'-9 1/8" 4'-1 3/8"5'-11 5/8" 2' - 5 3 / 4 " 1' - 6 1 / 8 " 2' - 1 / 4 " 8 ' - 1 5 / 8 " 2' - 8 5 / 8 " 4 ' - 9 1 / 2 " 1' - 1 0 1 / 4 " 4'-1/2" 3'-11 1/8" 2'-5/8" 3'-2 1/4" 2'-8 1/2" 2'-3/4" 2'-3 5/8" 2'-10 5/8" 1'-3" 11 1/2" 8'-4 1/8" 5       5       5     5    /    5     5       /         /    5    5       /      /       (4) SHELVES (3) SHELVES RATED GYP EXTENDS BEHIND SHOWER - PROVIDE ADD'L LAYER AT WEST WALL OF BATH (3) SHELVES BEDROOM 3 CL DECK CL BEDROOM 2 BEDROOM 1CL DINING LIVING ROOM BATH TYPE 4 BATH TYPE 5 CL UTIL. KITCHEN PTRY ENTRY 3 BDRM 1125 SF A C E F G B D R+ S R+ S ROD+SHELF MASTER BATH TYPE B OPTION B RE 9' - 8 1 / 4 " 1' - 4 5 / 8 " 2' - 4 1 / 4 " 8' - 9 " 2'-1 7/8" 1'-9 3/4" 2'-7" A C E F G B D     )LUVW)ORRU(QODUJHG%GUP     )LUVW)ORRU(QODUJHG%GUPNOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.4 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS UNIT PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DNUP B2 4' - 0 " 5' - 0 " C1 201L 6' - 8 " 3' - 0 " C3 3' - 6 " 2' - 0 " B2 4' - 0 " 5' - 0 " B2 4' - 0 " 5' - 0 " 20 2 R 6'-8" 3'-0" A 5' - 0 " 5' - 0 " B1 5' - 0 " 5' - 0 " B2 4' - 0 " 5' - 0 " 4 4 3 3 F DW W1 W1 W1W1 W1 W1 W1 W1 W1 W5 W5 W5 W5 DW RE DRW W4 W4W4 F2 F1 F2 F1 F2 F1 8'-3/8" 1'-9 5/8" 2'-4 3/4"7'-9 1/4" 1'-9 3/4" 2'-1/8" 6'-3"2'-1/8" 1' - 6 3 / 4 " 1' - 1 3 / 8 " 6' - 3 1 / 2 " 2 ' - 7 5 / 8 " 3 ' - 5 1 / 4 " 4' - 1 / 4 " 1' - 6 1 / 8 " 2' - 1 / 8 " 4 ' - 1 0 3 / 8 " 3 ' - 1 / 2 " 17'-10 7/8"1'-6 1/2"1'-3" 13'-8 3/4"1'-3" 1'-5 1/2" 2'-11 1/2" 3' - 1 3 / 8 " 2' - 4 1 / 8 " 4' - 8 3 / 8 " 2' - 2 5 / 8 " 203R 2' - 8 " 6' - 8 " 203L 2' - 8 " 6' - 8 " 204R 2' - 6 " 6' - 8 " 209R 2' - 8 " 6' - 8 " 20 8 R 2'-8" 6'-8" 20 4 L 2'-6" 6'-8" 20 5 4'-0" 6'-8" 20 5 4'-0" 6'-8" 21 0 L 2'-4" 6'-8" 20 7 R 1'-6" 6'-8" 211L 1' - 6 " 6' - 8 " (4) SHELVES STAIRS WALKWAY ENTRY BEDROOM 1 BEDROOM 2 UTIL. DECK CL DININGLIVING ROOM 2 BDRM 903 SF BATH TYPE 2 CL BATH TYPE 3 CL KITCHEN PTRY C E F G D C E F G D PANTRY R+ S R+ S R+ S 2'-1 1/4"2'-3/8"1'-10 1/2" DN B2 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " B1 5' - 0 " 5' - 0 " B2 4' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " A 5' - 0 " 5' - 0 " 202L 6' - 8 " 3' - 0 " C1 4'-0" 2'-6" 20 1 L 6'-8" 3'-0" B2 4' - 0 " 5' - 0 " 5'-0" x 6'-8" 3 3 2 2 1 1 F DW DRW F1 F2 F2 F1 F1 F2 F1 F2 (4) SHELVES BIFOLD DOORS 30"x80" CASED OPG ROD+SHELF R+S R+S R+S RE W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W5 W5 W5 W4 W4 W4 W4 W4 4'-3/4" 4'-7 1/8" 1'-3 1/2"2'-11 5/8" 1'-10 7/8" 1'-5 3/8" 1'-7 1/2" 1'-4" 10 1/8" 1'-3/4"1'-9" 3'-4 3/4" 2'-7 5/8" 2'-11 3/4" 1'-3/4" 2'-9 5/8" 4'-2 3/4" 3'-8 3/4" 1' - 9 3 / 4 " 8' - 7 / 8 " 2' - 6 3 / 4 " 1' - 3 1 / 2 " 2' - 3 7 / 8 " 3' - 5 / 8 " 9 5 / 8 " 1' - 7 1 / 8 " 1' - 8 1 / 4 " 11 ' - 3 1 / 2 " 6' - 1 1 3 / 8 " 4' - 4 3 / 4 " 2 ' - 7 / 8 " 4' - 3 1 / 2 " 7' - 9 " 2' - 4 3 / 8 " 6' - 8 " 204L 2' - 6 " 6' - 8 " 20 3 R 2'-8" 6'-8" 20 3 R 2'-8" 6'-8" 20 4 L 2'-6" 6'-8" 20 3 R 2'-8" 6'-8" 20 7 R 1'-6" 6'-8" 204R 2' - 6 " 6' - 8 " 210R 2' - 4 " 6' - 8 " 209L 2' - 8 " 6' - 8 " 205 4' - 0 " 6' - 8 " 205 4' - 0 " 6' - 8 " FURRED WALL AT TUB KITCHEN BEDROOM 3 LIVING ROOM DINING BEDROOM 1 3 BDRM 1125 SF BEDROOM 2 DECK ENTRY CL BATH TYPE 1 CL CL CL BATH TYPE 3 PTRY BATH TYPE 2 UTIL. A C E F G B D A C E F G B D 2 1/4" = 1'-0" Second Floor Enlarged 2 Bdrm 21 1/4" = 1'-0" Second Floor Enlarged 3 Bdrm 3 NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.5 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS UNIT PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DNUP DW RE %         &         %     % 7       5     %         %         /         %         $               W1 W1 W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W5 W5 DR W DW F W4 W4 W4 W4 F2 F1 F2 F1 F2 F1 F1 F2F1 F 2 3'-3" 1'-3 1/2" 4'-9 3/4" 3'-10 1/4" 1' - 8 1 / 8 " 2' - 2 7 / 8 " 1' - 1 1 3 / 8 " 2' - 2 7 / 8 " 2' - 4 7 / 8 " 1'-8 1/8" 4'-2 3/8" 4'-1 1/4" 2'-5 1/4" 5'-2 7/8" 2'-1 7/8" 1'-9 1/8"2'-7 5/8" 2' - 5 3 / 4 " 1' - 6 1 / 8 " 2' - 1 / 4 " 8' - 2 1 / 4 " 2' - 8 " 4 ' - 1 1 5 / 8 " 1' - 8 1 / 8 " 2'- 7 1/2" 2'-3/4" 2'-3 5/8" 3'-4 1/8" 1'-3" 11 1/2" 8'-4 1/8"   5       /       5     5         /           5     /       /       5     /         /         5         (4) SHELVES RATED GYP EXTENDS BEHIND SHOWER - PROVIDE ADD'L LAYER AT WEST WALL OF BATH (3) SHELVES STAIRS WALKWAY BEDROOM 3 DECK CL BEDROOM 2 BEDROOM 1 CL DINING LIVING ROOM BATH BATH UTIL. ENTRY 3 BDRM 1125 SF CL PTRY KITCHEN CL BATH TYPE 8 A C E F G B D 30"x80" CASED OPG R+ S RE W4 W4 9' - 8 1 / 4 " 1 ' - 4 5 / 8 " 4' - 3 1 / 2 " 6' - 9 3 / 4 " A C E F G B D DNUP $         %         /         $         &     %         %         $               F DW DW RE DW F2 F1 6 1 / 2 " 6' - 1 3 / 8 " (4) SHELVES ROD+SHELF R+ S RE W1 W1 W1 W1 W1 W5 W5 W5 W5 W4 W4 W1 W4 3'-9 7/8" 1'-8 7/8" 4'-3 7/8" 1'-9 5/8" 1'-11 3/4"1'-11" 2'-6" 1' - 6 1 / 2 " 1' - 2 1 / 2 " 1' - 6 1 / 2 " 6' - 3 7 / 8 " 1' - 6 5 / 8 " 2' - 2 3 / 8 " 10 ' - 2 1 / 4 " 6'-3 1/2"2'-3/4" 1'-7 3/4"4'-3/4"8'-4 1/8" 2' - 5 / 8 " 1' - 4 5 / 8 " 1' - 1 1 5 / 8 " /         /           /       5       /       5    /           5     DECK BEDROOM UTIL. CL BATH TYPE 7 LIVING ROOM DINING 1 BDRM 770 SF ENTRY KITCHEN CL CL C E F G B D C E F G B D     6HFRQG)ORRU(QODUJHG%GUP    6HFRQG)ORRU(QODUJHG%GUP NOTE: INTERIOR WALLS ARE W2 UNLESS OTHERWISE INDICATED 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.6 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS ROOF PLAN Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD 8/128/12 8/128/12 8/12 8/12 8/12 8/123/ 1 2 3/ 1 2 3/ 1 2 8/12 8/12 2/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 8/ 1 2 3/ 1 2 3/ 1 2 8/ 1 2 8/ 1 2 8/12 8/12 8/ 1 2 3/ 1 2 4/12 8/ 1 2 8/ 1 2 12'-9"25'-8 3/4"32'-9"11'-10"12'-11 7/8"32'-9"26'-11 1/8"12'-9" 168'-5 3/4" 6' - 1 1 / 2 " 2 ' - 5 / 8 " 10 ' - 6 3 / 8 " 15 ' - 1 1 " 3' - 6 " 4 ' - 0 " VENTED HARDIE SOFFIT NOTE: IBC 1507.2.8.1- HIGH WIND > 120 mph THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) 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 (102 mm). 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 (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. FF G G EE ////121212 12121212 8/ 1 2 METAL RIDGE CAP RIDGE VENT METAL RIDGE CAP METAL RIDGE CAP METAL RIDGE CAP WALLS BELOW WALLS BELOW WALLS BELOW WALLS BELOW GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER GUTTER DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTDOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT RIDGE VENT METAL RIDGE CAP METAL RIDGE CAP RIDGE VENT RIDGE VENT UNIT 301-302 ROOF VENTING 1,673sf / 300 = 5.78sf /2 = 2.79sf (402sq in) RIDGE VENT - 33.5' @ 12sq in/lf SOFFIT VENT - 80' @ 5sq in/lf (Hardie Soffit vent) UNIT 303 ROOF VENTING 903sf / 300 = 3sf /2 = 1.5sf (216sq in) RIDGE VENT - 18' @ 12sq in/lf SOFFIT VENT - 43.2' @ 5sq in/lf (Hardie Soffit vent) UNIT 205 ROOF VENTING 1,210sf / 300 = 4sf /2 = 2sf (290sq in) RIDGE VENT - 24' @ 12sq in/lf SOFFIT VENT - 58' @ 5sq in/lf (Hardie Soffit vent) UNIT 201 ROOF VENTING 1,125sf / 300 = 3.75sf /2 = 1.875sf (270sq in) RIDGE VENT - 22.5' @ 12sq in/lf SOFFIT VENT - 54' @ 5sq in/lf (Hardie Soffit vent) ASPHALT ROOFING FIRE RATING (UL790) - CLASS A WIND SPEED CLASS - 130mph (Vasd) ASTM D D7158 - CLASS H ASTM D3161 - CLASS F ATTIC VENTING PER IBC 1203.3 EX.2 VENTILATION REQUIREMENT IS 1/300 WHERE 40%- 50% VENTILATION SUPPLIED BY RIDGE VENTS + BALANCE AT EAVES ±1'-8" ICE+WATER SHIELD TO MIN 24" INSIDE OF EXTERIOR WALL (2 COURSES)UNDERLAYMENT ATTACHMENT PER IBC 1507.2.8.1 FOR HIGH WIND >120 mph, SEE NOTES EXT. T.O. Wall 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. VENTED FIBER CEMENT SOFFIT SEALANT 2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING 2'-0" EXT.ROOF 1/2" SHEATHING RE: STRUCTURE WOOD TRUSS BOT. CHORD ASPHALT SHINGLE, TYP. U.O.N. ROOF UNDERLAYMENT 1x8 FIBER CEMENT EXTERIOR SIDING, SEE ELEVATIONS METAL DRIP EDGE 1" RIGID FOAM AWB (TAPED SEAMS) 2xSUB FASCIA FIBER CEMENT SOFFIT BOARD 1X2 FIBER CEMENT TRIM OUTLOOKER DECK ENTRY 5/8" GWB 2x6 WD STUDS @ 16" OC RE:STRUCTURE FIBER CEMENT SIDING, RE: ELEVATIONS1/2" SHEATHING RE:STRUCTURE 1" RIGID FOAM AWB (SEAMS TAPED) FIBER CEMENT BOARD R-21 BATT INSULATION RIGID INSULATION DOOR, SEE SCHEDULE R-49 BLOW IN ROOF INSULATION SEALANT FIBER CEMENT SOFFIT 1X2 FIBER CEMENT TRIM METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT ROOF UNDERLAYMENT FIBER CEMENT SOFFIT 2x SUBFACIA METAL ROOF SEE:ELEVATIONS 1X2 FIBER CEMENT TRIM TIMBER BEAM RE:STRUCTURE TIE DOWN RE:STRUCTURE FIBER CEMENT SOFFIT 1x2 BATTENS/TRIM TIE DOWN RE:STRUCTURE FIBER CEMENT SOFFIT STICK FRAME RE:STRUCTURE METAL VALLEY TIMBER BEAM RE:STRUCTURE BLOCKING CORRUGATED METAL ROOFING BLOCKING METAL RIDGE CAP CORRUGATED METAL ROOF RE:STRUCTURE FIBER CEMENT SOFFIT 1X2 BATTEN TIMBER BEAM RE:STRUCTURE 1/ 2 " FIBER CEMENT SOFFIT 1x2 BATTEN 1x2 FIBER CEMENT FLASHING CAP AT BEAM TIMBER BEAM RE:STRUCTURE CORRUGATED METAL ROOF METAL EDGE TRIM 1x8 FASCIA FIBER CEMENT T.O. Wall + 120'-8 1/2" METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT FIBER CEMENT SOFFIT SEALANT 2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING REF N1 1/8" = 1'-0" Roof Plan 3 1" = 1'-0" ROOF DETAIL5 1" = 1'-0" ROOF DETAIL7 1" = 1'-0" ROOF DETAIL 2 1" = 1'-0" ROOF DETAIL4 1" = 1'-0" ROOF DETAIL6 1" = 1'-0" ROOF DETAIL8 1" = 1'-0" ROOF DETAIL 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS ELEVATIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020       1 A8.2 8 A4.4 1 1 6' - 6 " 12 ' - 3 " 36 ' - 6 " ASPHALT SHINGLE, TYP. U.O.N. METAL ROOF 2'x4' HARDIE PANELS 2x HORIZ. SCREENING 8" LAP SIDING BOARD & BATTEN 42" HIGH RAILING WATER HEATER VENT TERMINATION REF: MECH. EXHAUST TERMINATIONS. RE: MECH. BATH + LAUNDRY EXHAUSTS, REF: MECH. 5/4 x 4 HORIZONTAL TRIM (w/ DRIP EDGE FLASHING) AT TRANSITIONS BETWEEN MATERIALS IN SAME PLANE, TYPICAL LIGHT FIXTURE, RE: ELEC PROVIDE MOUNTING BLOCK AT LAP SIDING, TYP GUARD DETAILS FC H1 FC H2 FC V4 FC V3 NOTE: ALL SIDING MATERIALS TURN OUTSIDE CORNERS AND CONTINUE AT JOGS + RECESSES, TYPICAL (ALL MATERIAL TRANSITIONS OCCUR AT INSIDE CORNERS) FC H1FC H1 FC H1 FC H1 FC H1 FC V3 FC V3 FC V4 FC H2 FC H2 FC H2 FC V3 T.O. Wall + 130'-3 7/8" Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Wall + 120'-8 1/2" Second Floor + 111'-7 3/8" Main Floor + 101'-0" Third Floor + 120'-2 3/4" T.O. Wall + 129'-3 7/8" Main Floor + 99'-0" Second Floor + 109'-7 3/8" T.O. Wall + 118'-8 1/2"    $&)%'*( ASPHALT SHINGLE, TYP. U.O.N. 42" HIGH RAILINGBOARD & BATTEN 2'x4' HARDIE PANELS EXHAUST TERMINATIONS. RE: MECH. FIRE SPRINKLER CONTROL ROOM ELEC. METERS RE: ELEC. CEDARMILL PANEL SIDING IN SHED ROOF GABLES, TYP 2x HORIZ. SCREENING FC H1 FC H2 FC V4 FC H1 FC H2 FC V3 T.O. Wall + 120'-8 1/2" Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" Second Floor + 111'-7 3/8" Main Floor + 101'-0"       &(0(173$1(/ 5(9($/%($' )U\5HJOHWRU(4 ),%(5&(0(173$1(/ :$//678' :$//6+($7+,1* )2$06+($7+,1*$:% )855,1*675,3 5$,16&5((1     6RXWK(OHYDWLRQ     :HVW(OHYDWLRQ     5(9($/%($' SIDING 8" LAP: FIBER CEMENT (HARDIE PLANK BY JAMES HARDIE OR EQ) 7" EXPOSURE (8 1/4"width) SMOOTH TEXTURE COLOR: 1N 6" LAP: FIBER CEMENT (HARDIE PLANK BY JAMES HARDIE OR EQ) 5" EXPOSURE (6 1/4"width) CEDARMILL TEXTURE COLOR: 2N BOARD+ FIBER CEMENT (HARDIE PANEL BY JAMES HARDIE OR EQ) BATTEN: w/ 1x2 FIBER CEMENT BATTENS AT 12"o.c. CEDARMILL TEXTURE COLOR: 3N PANEL: FIBER CEMENT (HARDIE PANEL BY JAMES HARDIE OR EQ) PANELS CUT TO 24"x48", STAGGERED SEAMS VERTICAL JOINTS - ALUMINUM REVEAL HORIZONTAL JOINTS - 'Z' FLASHING APPLIED TO 1x P.T. WOOD BATTENS (RAINSCREEN) SMOOTH TEXTURE COLOR: 4N TRIM FASCIA: 4/4 x 8 or 10-INCH (as req'd) CORNERBOARDS: 4/4 x 4-INCH WINDOW TRIM: 5/4 x 4-INCH UNIT ENTRY DOOR HEAD TRIM: 5/4 x 6-INCH ALL TRIM BASED ON HARDIE TRIM RUSTIC TEXTURE FC H2 FC V4 FC H1 FC V3 08/12/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS ELEVATIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 7 6 5 4 3 2 198 2'x4' HARDIE PANELS ASPHALT SHINGLE, TYP. U.O.N. LAP SIDING FASTENED TO P.T. 2x4´s CAST IN FOUNDATION WALL PRECAST SPLASHBLOCK TYPICAL AT All DOWNSPOUTS ON NORTH BUILDING5/4 x 4 HORIZONTAL TRIM (w/ DRIP EDGE FLASHING) AT TRANSITIONS BETWEEN MATERIALS IN SAME PLANE, TYPICAL BATH EXHAUSTS, REF: MECH. MAINTAIN 6" FROM SIDING TO GRADE OVERHANG AT 2x10 WALL ABOVE, INSTALL SOFFIT BOARD FC H1 NOTE: ALL SIDING MATERIALS TURN OUTSIDE CORNERS AND CONTINUE AT JOGS + RECESSES, TYPICAL (ALL MATERIAL TRANSITIONS OCCUR AT INSIDE CORNERS) FC V3 FC V4 FC H2 FC H1 FC H1 FC H1 FC H2 FC H2 FC H2 FC H2FC H2 FC V4 FC V4 FC V3 FC H1 Second Floor + 109'-7 3/8" T.O. Wall + 118'-8 1/2" Main Floor + 99'-0" Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" Main Floor + 101'-0" Second Floor + 111'-7 3/8" T.O. Wall + 120'-8 5/8" T.O. Wall + 130'-3 7/8" Third Floor + 120'-2 3/4" T.O. Wall + 129'-3 7/8" 12 8128 128 12 8 123123 F C AGDBE 3' - 0 " 2x HORIZ. SCREENING DECK GAS METER MIN 3´ FROM WINDOW OPG42" HIGH RAILING LAP SIDING FASTENED TO P.T. 2x4´s CAST IN FOUNDATION WALL RETAINING WALL BEYOND REF:CIVIL FC H1 FC H2 FC V3 FC H1 FC H1 FC V3 Second Floor + 109'-7 3/8" Main Floor + 99'-0" T.O. Wall + 118'-8 1/2" Second Floor + 109'-7 3/8" Main Floor + 99'-0" T.O. Wall + 118'-8 1/2" 1 1/8" = 1'-0" North Elevation 2 1/8" = 1'-0" East Elevation 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS SECTIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 A C F 12 8128 H4H4 H2 H4 H2 B D GE 2 A8.1 KITCHENDINING LIVING ROOM KITCHENDINING LIVING ROOM DECK DECK Main Floor + 101'-0" Second Floor + 111'-7 1/2" T.O. Wall + 120'-8 1/2" F C A 128 12 8 123 H4 H2 H2H2 H4H4 G D BE 3 A8.1 BATH BDRM 1BDRM 2 BATH BDRM 1BDRM 2 Main Floor + 101'-0" Second Floor + 111'-7 3/8" T.O. Walls + 120'-8 1/2" A C F 128 12 3 H4 H2H2 H2H2 H4H4 B D G 12 8 E 1 A8.1 KITCHENBATH BATH LIVING ROOM KITCHENBATH BATH KITCHENBATHBATH LIVING ROOM LIVING ROOM Second Floor 110'-7 3/8" Main Floor 100'-0" Third Floor 121'-2 3/4" T.O. Walls 130'-3 7/8" H2 H2 A C F 12 3 128 H4 H2 H2 H2 H2 B D G 12 8 E 3 A8.0 WEST STAIR KITCHEN KITCHEN KITCHEN BDRM 2 BDRM 2 BDRM 2 Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8"H4 F C A 123 12 8128 128 12 8 H4 H4 H2 H2 G D BE CL. DECK BDRM 3 CL. DECK BEDRM 3 Second Floor + 109'-7 3/8" Main Floor + 99'-0" T.O. Walls + 118'-8 1/2" A C F 128 12 3 12 8 H4 H4 H4 H4 H2 H2 H2 H2 B D GE BATH BATH UTIL.BDRM 2 UTIL.BDRM 2 Main Floor + 99'-0" Second Floor + 109'-7 3/8" T.O. Walls + 118'-8 1/2" 1 1/8" = 1'-0" 3 Bedroom/Kitchen Section 2 1/8" = 1'-0" Bedroom/ Bath Section 3 1/8" = 1'-0" 2 Bedroom/Bdrm Section 4 1/8" = 1'-0" West Stair Section6 1/8" = 1'-0" 3 Bedroom/Bdrm Section 5 1/8" = 1'-0" 3 Bedroom/Bath Section 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS SECTIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 A C F 128128128 H4 H4 H2 H2 H2 H2 H2 H2 B D G 12 8 E DINING KITCHEN LIVING ROOM DINING KITCHEN LIVING ROOM DINING KITCHEN LIVING ROOM Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O. Walls + 130'-3 7/8"H4 A C F 128 12 3 12 8 H2 H2 B D GE KITCHEN DECK KITCHEN DECK KITCHEN DECK BDRM 1 BDRM 1 BDRM 1 Third Floor + 120'-2 3/4" Second Floor + 109'-7 3/8" Main Floor + 99'-0" T.O. Walls + 129'-3 7/8"H4 H4 H2 H2 1 2 3 4 5 6 7 8 9 H2H2 H2 H2H2 H2 H4H4 H2H2 H4 H4H4 H4H2H4 H4 2 A8.0 12 ' - 3 " DINING KITCHEN UTIL.BATH LIVING ROOM UTIL.ENTRY KITCHEN DECK EAST STAIR LIVING ROOMENTRY BDRM 1 LIVING ROOM DECK EAST STAIR DINING KITCHEN UTIL.BATH LIVING ROOM UTIL.ENTRY DECK LIVING ROOM ENTRY BDRM 1 LIVING ROOM DECK KITCHEN DINING KITCHEN UTIL. BATH LIVING ROOM UTIL. ENTRY LIVING ROOM DECK UTIL. UTIL. Main Floor + 101'-0" Second Floor + 111'-7 3/8" Second Floor + 120'-8 1/2" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8" Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floors + 120'-2 3/4" T.O. Walls + 129'-3 7/8" H2H2 H2 H2 H2 H4 T.O. Walls + 118'-8 1/2" Average Grade 100'-0" 36 ' - 6 " 1 1/8" = 1'-0" 1 Bedroom Section3 1/8" = 1'-0" 2 Bedroom/Bdrm Section 2 1/8" = 1'-0" North Longitudinal Section 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS SECTIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 9 8 7 6 5 4 3 2 1 1 A8.0 6 A8.2 5 A8.2 BATH BATH KITCHEN LIVING ROOM KITCHEN BATH BATH BATH KITCHEN KITCHENBDRM 3 DINING BDRM BDRM 2 BDRM 1 BDRM 3 BATH BATH KITCHEN LIVING ROOM KITCHEN BATH BATH BATH KITCHEN BDRM 3 DINING BDRM BDRM 2 BDRM 1 BDRM 3 KITCHEN LIVING ROOM KITCHEN BATH DINING BDRM BDRM 2 BDRM 1 KITCHEN Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floor + 120'-2 3/4" T.O. Walls + 129'-3 7/8" Second Floor + 110'-7 3/8" Main Floor + 100'-0" Second Floor + 111'-7 3/8" T.O. Walls + 130'-3 7/8" T.O. Walls + 120'-8 1/2" Third Floor + 121'-2 3/4" Main Floor + 101'-0" H4 H4 H4H4 H4 H4 H4H4 H4 H4 H4 H2 H2 H2 H2 H2H2 H2 H2H2 H2H2H2 H2H2H2 H2 H2 T.O. Walls + 118'-8 1/2" 1 1/8" = 1'-0" South Longitudinal Section 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.3 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS STAIR 1 Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 UP 20 RISERS (6 3/8") 8'-3" 9 TREADS @11" 6' - 6 1 / 4 " 6 T R E A D S @ 1 1 " 3' - 6 " 7'-10 1/2" 3'-6" 10 1/2" 3'-6" 2' - 6 1 / 4 " 1'-0" 2 A 4 . 3 2 A 4 . 3 1 D 3' - 6 " 9 3 / 4 " 2 T R E A D S @ 1 1 " 7' - 8 5 / 8 " 4 A4.3 4 A4.3 DN 2 A 4 . 3 2 A 4 . 3 8'-3" 9 TREADS @11" 3' - 6 " 5' - 6 " 6 T R E A D S @ 1 1 " 7'-10 1/2" 3'-6" 10 1/2" 3'-6" 111'-5 7/8" 4 A4.3 4 A4.3 1 D 3' - 6 " 1 ' - 1 0 " 2 T R E A D S @ 1 1 " 6' - 8 3 / 8 " 111'-7 3/8" Main Floor + 101'-0" Second Floor + 111'-7 3/8" T.O. Wall + 120'-8 1/2" T.O. Landing + 111'-5 7/8" 5' - 3 " 10 R I S E R S @ 6 . 3 " 3' - 8 " 7 R I S E R S @ 6 . 3 " 1' - 6 7 / 8 " 3 R I S E R S @ 6 . 3 " 3' - 6 " 1 2 3 4 5 6 7 8 9 10 D FIRE BLOCKING GYP CONTINUOUS THROUGH FLR. CLG TO UNDERSIDE OF FLOOR SHEATING NAILER 3" 6 3 / 8 " 11" FIRE BLOCKING PRECAST CONC LANDING ON STEEL CHANNEL FRAME SHEATING EXT, AND GYP CONTINUOUS AT LANDING FIRE BLOCKING GYP CONTINUOUS TO UNDER SIDE OF FLOOR SHEATING 10 ' - 7 3 / 8 " 1 0 ' - 5 7 / 8 " 20 R I S E R S @ 6 . 3 " 3' - 6 " 3 3 / 8 " 10 9 8 7 6 5 4 3 2 1 11 1 3 1/4" = 1'-0" Main Floor Plan STAIR 1 1 1/4" = 1'-0" Second Floor Plan STAIR 1 2 1/4" = 1'-0" Section STAIR 1 5 1" = 1'-0" Stair Detail 6 1" = 1'-0" Stair Detail 4 1/4" = 1'-0" Section STAIR 1 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 1a BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.4 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS STAIR 2 Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 8/13/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) 1' - 0 " 1' - 0 " 4 E F G 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 3'-6"3"3'-6" 7'-3" 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 6 A 4 . 4 6 A 4 . 4 4 A4.4 4 A4.4 2 A4.4 2 A4.4 DN 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) 1' - 0 " 1' - 0 " 110'-7 3/8" 6 A 4 . 4 6 A 4 . 4 4 A4.4 4 A4.4 2 A4.4 2 A4.4 4 E F G 7 A4.4 2' - 1 0 " 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 3'-6"3"3'-6" 7'-3" 2' - 1 0 " 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 110'-7 3/8" DN 121'-2 3/4" 120'-11 7/8" 120'-11 7/8" 120'-11 1/4" 121'-2 1/2" 6 A 4 . 4 6 A 4 . 4 4 A4.4 4 A4.4 2 A4.4 2 A4.4 4 E F G 7 A4.4 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 3'-6" 3" 3'-6" 7'-3" 3' - 2 " 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 115'-9 1/4" 121'-2 3/4" 121'-1 1/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" Third Floor + 121'-2 3/4" T.O.Wall + 130'-3 7/8" 6 A4.3 8 A4.4 1a 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 3' - 0 " 6' - 8 " CL E A R 6' - 8 " CL E A R 3' - 6 " 3' - 6 " 5 1 / 2 " TY P O F 4 1'-5" 1" TYP OF 4 5 1/2" TYP OF 4 1" TYP OF 4 1'-8" T.O. LANDING EL: 121'-0 7/8" T.O. LANDING EL: 110'-5 1/2" 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 GFE Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O.Wall + 130'-3 7/8" 2 A2.6 4 A2.6 3'-6" 3'-6" 3'-6" 3'-6" 3'- 6" PRECAST CONCRETE STEPS ON STEEL STRINGERS, w/ SHEET METAL RISERS 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 10 4 Main Floor + 100'-0" Second Floor + 110'-7 3/8" Third Floor + 121'-2 3/4" T.O.Wall + 130'-3 7/8" 5 A4.3 PRECAST CONCRETE LANDING ON STEEL STRINGER/FRAMING CONTINUOUS GYP BOTH SIDES OF WALL TO UNDERSIDE OF FLOOR SHEATHING GUARDRAIL BEYOND HANDRAIL BOTH SIDES OF STAIR 4 1" THK (5/4 NOM) COMPOSITE FENCE BOARD LINE OF BEAM BELOW 1" SQ STEEL POST AT MID SPAN ALUMINUM CHANNEL FASTENED TO 8X8 WALL/POST ATTACHMENT PREFAB. GUARDRAIL 3'-6" 1X2 FIBER CEMENT TRIM TIMBER DECK BEAM RE:STRUCTURE 1X2 FIBER CEMENT TRIM METAL DRIP EDGE FLASHING NEOPRENE GASKET 1/8" UNDER PLATE 3/8"X 5" HEX LAG SCREWS 1X1"STEEL TUBE 2@ MIDSPAN BEYOND ALUMINUM CHANNEL BEYOND 5/4 X4 COMPOSITE FENCE BOARDS 11/4 "X1 1/4 " HORIZONTAL STEEL TUBE AT GUARDRAIL HEIGHT ALUMINUM CHANNEL BEYOND 1a     0DLQ)ORRU3ODQ67$,5    6HFRQG)ORRU3ODQ67$,5    7KLUG)ORRU3ODQ67$,5     6HFWLRQ6WDLU    6HFWLRQ6WDLU    6HFWLRQ6WDLU     3/$1'(7$,/#'(&.     '(7$,/'(&. SCREEN VENTILATION AT STAIR UPPER LEVEL 90" HORIZ WIDTH OF LANDING 20" HORIZ WIDTH EA END WALL (4) 5 1/2" GAPS + (4) 1" GAPS = 26" VERTICAL 26" X (20"+90"+20") = 3,380 SQ IN / 144 = 23 SF 23sf + 24sf OF OPENING IN GABLE ROOF = 47SF MID-LEVEL 90" HORIZ WIDTH OF LANDING 20" HORIZ WIDTH EA END WALL (4) 5 1/2" GAPS + (4) 1" GAPS = 26" VERTICAL 17" GAP AT TOP OF SCREEN FRONT 20" GAP AT TOP OF SCREEN SIDES 17" x 90" = 1,530SQ IN (10.6SF) 20" x 20" x 2 = 800SQ IN (5.5SF) 23SF + 10.6SF +5.5SF = 39SF 08/13/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.5 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS STAIR 3 Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20UP 20 R I S E R S ( 6 3 / 8 " ) 1' - 0 " 1' - 0 " E F D 7 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 3'-6" 3" 3'-6" 7'-3" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 DN 1 2 3 4 5 6 7 8 9 UP 20 R I S E R S ( 6 3 / 8 " ) 1' - 0 " 1' - 0 " 109'-7 3/8" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 E F D 7 7 A4.4 3'-6" 3" 3'-6" 7'-3" 3' - 6 " 1 ' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 3' - 4 " 1' - 0 " 8' - 3 " 9T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 109'-7 3/8" DN 114'-9 1/4" 119'-11 7/8" 119'-11 7/8" 119'-11 1/4" 6 A 4 . 5 6 A 4 . 5 4 A4.5 4 A4.5 2 A4.5 2 A4.5 E F D 7 7 A4.4 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 11 ' - 9 " 1' - 0 " 8' - 3 " 9 T R E A D S @ 1 1 " 3' - 6 " 3'-6" 3" 3'-6" 7'-3" 120'-2 3/4" 120'-1 1/4" Third Floor + 120'-2 3/4" Third Floor + 109'-7 3/8" Third Floor + 99'-0" T.O.Wall + 129'-3 7/8" 1 6' - 8 " 3' - 6 " 6' - 8 " 3' - 6 " 3' - 6 " 5' 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 2 3 / 4 " 10 R I S E R S @ 6 . 2 7 5 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " 5' - 3 3 / 4 " 10 R I S E R @ 6 3 / 8 " T.O. LANDING EL: 120'-0 7/8" T.O. LANDING EL: 109'-5 1/2" PRECAST CONCRETE TREAD w/ 11ga SHEET METAL RISER, TYP 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 GFED Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floor + 120'-2 3/4" T.O.Wall + 129'-3 7/8" 2 A2.6 4 A2.6 3' - 6 " 3' - 6 " CONTINUOUS 1 1/2" DIA STEEL PIPE RAILING RETURN EXTENSIONS TO WALL/GUARD, TYP 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 10 7 Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floor + 120'-2 3/4" T.O.Wall + 129'-3 7/8" 7 A4.5 8 A4.5 7 FIRE BLOCKING GYP CONTINUOUS THROUGH FLR. CLG TO UNDERSIDE OF FLOOR SHEATING EXT.ROOF 1HR CEILING FIBER CEMENT SOFFIT 1/2" SHEATHING RE: STRUCTURE GABLE END TRUSS w/ DROPPED TOP CHORD ASPHALT SHINGLE, TYP. U.O.N. ROOF UNDERLAYMENT 1x8 FIBER CEMENT EXTERIOR SIDING, SEE ELEVATIONS METAL DRIP EDGE 1" RIGID INSULATION AWB 2xSUB FASCIA FIBER CEMENT SOFFIT BOARD 1X2 FIBER CEMENT TRIM OUTLOOKER NAILER 5 1/4" = 1'-0" Main Floor Plan STAIR 3 3 1/4" = 1'-0" Second Floor Plan STAIR 3 1 1/4" = 1'-0" Third Floor Plan STAIR 3 6 1/4" = 1'-0" Section Stair 3 4 1/4" = 1'-0" Section Stair 3 2 1/4" = 1'-0" Section Stair 3 7 1" = 1'-0" Stair Detail 8 1" = 1'-0" Stair Detail 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS DOORS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DOOR SCHEDULE ID 100 101L 101L 102L 102R 103L 103R 104L 104R 105 106L 106R 107R 108L 108R 109L 109R 110R 111L 201L 202L 202R 203L 203R 204L 204R 205 206L 206R 207R 208L 208R 209L 209R 210L 210R 211L 301L 302R 303L 303R 304L 304R 305 306L 307R 308L 308R 309L 309R 310L 310R 311L Qty. Ea. Bldg. 1 1 4 1 2 1 7 4 6 6 6 1 3 5 3 2 3 2 5 2 5 1 3 6 5 6 6 6 1 2 5 2 2 3 2 2 3 2 3 2 3 2 3 3 4 1 3 1 1 1 2 2 1 2 Leaf Dimensions 5'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 4'-0"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 1'-6"×6'-8" 2'-10"×6'-8" 2'-10"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 1'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 2'-4"×6'-8" 1'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 2'-6"×6'-8" 1'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 2'-4"×6'-8" 1'-6"×6'-8" Frame Width 7 3/4" 6 9/16" 6 9/16" 6 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" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 6 9/16" 6 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" 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" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" Leaf Thickness 1 3/4" 1 3/4" 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 3/8" 1 3/8" 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 3/8" 1 3/8" 1 3/8" 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 3/8" 1 3/8" Frame Material H.M. WD FG FG FG WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material H.M. FG FG FG FG 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 S.C. WD FG FG FG 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 S.C. WD S.C. WD FG FG 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 S.C. WD Hardware HW-5 HW-1 HW-1 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-1 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-4 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-1 HW-1 HW-3 HW-3 HW-3 HW-3 HW-4 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 HW-2 Style B A E E E F F F F H F F F F F F F F F A E E F F F F H H H F F F F F F F F A E F F F F H F F F F F F F F F Location SPRINKLER CONTROL APARTMENT ENTRY APARTMENT ENTRY PATIO PATIO BEDROOM BEDROOM BATHROOMS BATHROOMS CLOSET CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY UTILITY CLOSET UTILITY CLOSET CLOSET LINEN APARTMENT ENTRY PATIO PATIO BEDROOM BEDROOM BATHROOMS BATHROOMS CLOSET CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY UTILITY CLOSET UTILITY CLOSET CLOSET CLOSET LIN APARTMENT ENTRY PATIO BEDROOM BEDROOM BATHROOMS BATHROOMS CLOSET CLOSET PANTRY ENTRY UTILITY ENTRY UTILITY UTILITY CLOSET UTILITY CLOSET PANTRY CLOSET LINEN Fire Rating Notes ADA SILL ADA SILL ADA SILL ADA SILL TYPE B FLUSH PANEL TYPE A 2 PANEL APARTMENT ENTRY TYPE E FULL LIGHT SINGLE SWING PATIO DOOR TYPE F 2 PANEL SINGLE SWING TYPE H 2 PANEL BYPASS *RE: PLAN FOR SWING/OPENING DIRECTIONS, TYP. 2 1 1/2" = 1' - 0" DETAIL 1 1 1/2" = 1' - 0" DETAIL 6 1 1/2" = 1' - 0" DETAIL 5 1 1/2" = 1' - 0" DETAIL 7 1 1/2" = 1' - 0" DETAIL8 1 1/2" = 1' - 0" DETAIL 3 1 1/2" = 1' - 0" DETAIL 4 1 1/2" = 1' - 0" DETAIL +/ - 3 " RIGID INSUL. 1x2 VERT. BATTS FOR DRAINAGE CHANNEL 1" RIGID INSUL. SEALANT ACCESSIBLE THRESHOLD EXTERIORINTERIOR TYPICAL WOOD FRAME DOOR HEAD @ SIDING INTERIOR WOOD DOOR JAMB WOOD DOOR JAMB @ SIDING INTERIOR WOOD DOOR HEAD HOLLOW METAL DOOR FRAME HEAD DETAIL @ SIDING TYPICAL THRESHOLD CASING 5/8" GYP BOARD HEADER, RE: STRUCTURAL 1/2" PLY. SHEATHING 2x6 STUD WALL EXTERIOR DOOR EXTERIOR SIDING ACCESSIBLE THRESHOLD DOOR SWEEP FINISH FLOOR 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 METAL DRIP EDGE SIDING 1/2" PLY. SHEATHING HEADER, RE: STRUCTURAL2x6 STUD WALL 5/8" GYP BOARD SEALANT 1/2" PLY. SHEATHING 5/8" GYP BOARD 2x6 WALL STUDS HOLLOW METAL DOOR JAMB SEALANT METAL DOOR JAMB DOOR TRIM SIDING EXTERIOR TRIM EXTERIOR DOOR THRESHOLD DOOR SWEEP DRIP EDGE SOLID DECK SEALANT 9 1/4" = 1'-0" Door Elevations HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR BUTT HINGES 1 ENTRY LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP DEADBOLT 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 HW- 4 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 5 - EXTERIOR SERVICE 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 LOCKSET - STORE ROOM 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 WALL BUMPER SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD NOTES: INTERIOR DOORS TO BE MDF/PAINT GRADE 2 PANEL/SHAKER STICKING ENTRY PATIO BEDROOM BATH CLOSET BYPASS CLOSET SWING PANTRY UTILITY MECH COAT 01 02 03 04 05 06 07 08 09 10 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS WINDOWS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 Window Schedule ID Width Height Quantity Head Height MULLED UNITS TYPE TEMPERED LOCATION NOTES 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 TYPE 1 SLIDER (EGRESS PER SCHEDULE) TYPE 2 SINGLE HUNG TYPE 3 (2) SINGLE HUNG *RE: ELEVATIONS FOR OPENING DIRECTION, TYP. A B1 B1T B2 C1 C3 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 2'-0" 5'-0" 5'-0" 5'-0" 4'-0" 4'-0" 3'-6" 18 6 2 23 4 8 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 3 1 1 1 2 2 YES YES LIV/DINING LIV/BDRM LIVING BDRMS LIV/BDRM BATH EEW EEW STEP 1 SELF-ADHERED SILL FLASHING STEP 2 CORNER FLASHING PATCHES AT SILL INSULATING SHEATHING ON WOOD FRAME WALL STEP 3 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 4 INSTALL SELF-ADHERED JAMB FLASHING STEP 5 INSTALL DRIP EDGE AND SELF-ADHERED HEAD FLASHING STEP 6 TAPE TOP EDGE OF HEAD FLASHING. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM     '(7$,/    '(7$,/    '(7$,/ WINDOW HEAD TRIM EXTERIOR TRIM RIGID INSUL. WINDOW SILL WINDOW HEAD WINDOW JAMB PAINTED WOOD SILL 1/2" PLY. SHEATHING SIDING RIGID INSUL. P.T. NAILER WINDOW 5/8" GYP BOARD APRON P.T. NAILER 1/2" PLY. SHEATHING RIGID FOAM 1/2" PLY. SHEATHING SEALANT GYP WRAP JAMBS WINDOW w/ NAILING FIN WINDOW WINDOW TRIM SIDING SIDING HEADER, RE: STRUCTURAL METAL DRIP EDGE P.T. NAILER GYP WRAP 1     :LQGRZ(OHYDWLRQV  176 2SHQLQJ)ODVKLQJ NOTES: FIBERGLASS WINDOWS, TYP DOUBLE GLAZED LOW E GLASS 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A6.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS REFLECTED CEILING PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD 1' - 0 " 1' - 0 " CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. DUCTS IN JOIST BAY RE: MECH & H2.1/G1.0 FOR PROTECTION, typ. LOUVERED FCU ACCESS PANEL, RE: MECH FIBER CEMENT SOFFIT PANEL w/ BATTENS AT 16" o.c., TYPICAL ALL DECKS RE: STAIR DETAILS EXPOSED BEAM, RE: SECTIONS s ss CLG 8'-0"CLG 8'-0" s s CLG 9'-0" s s s CLG 8'-0" CLG 8'-0" CLG 9'-0" s s s CLG 8'-0" CLG 8'-0" CLG 9'-0"s CLG 8'-0" CLG 9'-0" CLG 9'-0" E.F. E.F. E.F. E.F. E.F. E.F. E.F. E.F. E.F.E.F. E.F. CLG 8'-0" ss s s CLG 8'-0" CLG 9'-0" s NOTE: RATED GYP CEILING ABOVE ALL DROPS, RE: SECTIONS F F F F F F F FF F FF G G EE 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. DUCTS IN JOIST BAY RE: MECH & H2.1/G1.0 FOR PROTECTION, typ. 22"X30" 1HR FIRE RATED ATTIC ACCESS DOOR 22"X30" 1HR FIRE RATED ATTIC ACCESS DOOR LOUVERED FCU ACCESS PANEL, RE: MECH FIBER CEMENT SOFFIT PANEL w/ BATTENS AT 16" o.c., TYPICAL ALL DECKS RE: STAIR DETAILS EXPOSED BEAM, RE: SECTIONS s CLG 8'-0" s s CLG 9'-0" E.F. s s CLG 8'-0" E.F. E.F. s s CLG 8'-0" CLG 8'-0" CLG 9'-0" s E.F. E.F. s CLG 8'-0" CLG 9'-0" CLG 9'-0" E.F. s s s s CLG 8'-0" CLG 8'-0" CLG 9'-0" E.F. E.F. E.F.E.F. E.F. CLG 8'-0" ss s s CLG 8'-0" CLG 9'-0" NOTE: RATED GYP CEILING ABOVE ALL DROPS, RE: SECTIONS F F F F F F F F F F FF G G EE 1 1/8" = 1'-0" First Floor RCP 2 1/8" = 1'-0" Second Floor RCP 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A6.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS REFLECTED CEILING PLANS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD 2 A6.1 2 A6.1 CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. DUCTS IN JOIST BAY RE: MECH & H2.1/G1.0 FOR PROTECTION, typ. 22"X30" 1HR FIRE RATED ATTIC ACCESS DOOR 22"X30" 1HR FIRE RATED ATTIC ACCESS DOOR FIBER CEMENT SOFFIT PANEL w/ BATTENS AT 24" o.c., TYPICAL FOR DECK/BALCONY ROOFS s s CLG 8'-0" CLG 8'-0" CLG VAULTED s E.F. E.F. s CLG 8'-0" CLG 10'-0" E.F. s s s s CLG 8'-0" CLG 8'-0" E.F. E.F. CLG VAULTED CLG VAULTED CLG VAULTED CLG 9'-0" CLG 9'-0" F F F F F F FF G G EE LOUVERED FCU ACCESS PANEL, RE: MECH NON-RATED WALL MAY INTERRUPT CEILING - 5/8" TYPE 'X' AT WALLS GYPSUM CEILING ON METAL FRAMING FIRE BLOKING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) CONTINUOS RATED CEILING 1 1/8" = 1'-0" Third Floor RCP 2 1" = 1'-0" SOFFIT DETAIL 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS INTERIOR ELEVATIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 1' - 6 " EQ EQ 2' - 1 0 " T.P. DISPENSER MIRROR LIGHT FIXTURE P. LAMP BACKSPLASH VB36 SHOWER CURTAIN ROD TOWEL RING T.P. DISPENSER LIGHT FIXTURE SHOWER CURTAIN ROD 1' - 6 " EQ EQ 2' - 1 0 " 2'-0" 4' - 0 " T.P. DISPENSER MIRROR LIGHT FIXTURE P. LAM BACKSPLASH VP42 OFFSET SINK IN CABINET TOWEL RING BLOCKING AT GROUND FLR UNITS RE: G1.2 T.P. DISPENSER SHOWER CURTAIN ROD BLOCKING AT GROUND FLR UNITS RE: G1.2 SHOWER CURTAIN ROD BLOCKING AT GROUND FLR UNITS RE: G1.2 3' - 9 " SHOWER CURTAIN ROD BLOCKING AT GROUND FLR UNITS RE: G1.2 24" TOWEL BAR TUB/SHOWER UNIT SHOWER CURTAIN ROD 24" TOWEL BAR T.P. DISPENSER MIRROR LIGHT FIXTURE EQ EQ 1' - 6 " T.P. DISPENSER MIRROR LIGHT FIXTURE P.LAM BACKSPLASH SHOWER CURTAIN ROD MODULAR BATH & SHOWER VB42 7' - 6 " 3' - 0 " 1 ' - 6 " 3 ' - 0 " 8' - 0 " LAMINATE COUNTERTOP TILE UPPER BLANK 1x12 PANEL FINISHED WALL 30"x18" MICROWAVE SHELF REF 36 WC3018 CWC2436 LS36DB18 4' - 6 " 3' - 0 " 7' - 6 " TILE LAMINATE COUNTERTOPS HOOD LS36BC12LS36 WC3030 WC2436 CWC2436CWC2436 WC1236 RANGE 30 8' - 0 " 6' - 6 " 3' - 0 " 1 ' - 6 " 3' - 0 " 7' - 6 " LAMINATE COUNTERTOPS MINI PENDANTS DISHWASHER DW24SB36LS36 CWC2436 FINISHED END PANEL FINISHED END PANEL 3' - 9 " SHOWER CURTAIN ROD 24" TOWEL BAR 8" 36 " T Y P GYP BASE OVERHANWG PTD WOOD TRIM WALL BEYOND LAMINATE COUNTERTOP EASED EDGE CABINET 2 3/8" = 1'-0" Bath Type 1 3 3/8" = 1'-0" Bath Type 2 4 3/8" = 1'-0" Bath Type 3 1 3/8" = 1'-0" Kitchen Typical 'U'5 1" = 1'-0" COUNTER DETAIL KITCHEN (3BED-A ; 1BED) BATH TIPICAL TYPE 3 (3BED-A ; 2BED) BATH TIPICAL TYPE 2 (3BED-A ; 2BED) BATH TIPICAL TYPE 1 (3BED-A ; 2BED) A ABC BCD ABCD ABCD 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS INTERIOR ELEVATIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 7' - 6 " 3' - 0 " 1 ' - 6 " 3 ' - 0 " 8' - 0 " TILE LAMINATE COUNTERTOPS PANTRY LS36SB36DW24 WC2436 WC3630 WC1236 CWC2436 8' - 0 " 7' - 6 " 4' - 6 " 3' - 0 " TILE UPPER BLANK 1x12 PANEL LAMINATE COUNTERTOPS HOOD REF 36DB27RANGE 30LS36 CWC2436 WC1236 WC3030 WC2718 27"x18" MICROWAVE SHELF PANTRY 3' - 9 " TUB/SHOWER UNIT SHOWER CURTAIN ROD BLOCKING AT GROUND FLR UNITS RE: G1.2 24" TOWEL BAR T.P. DISPENSER LIGHT FIXTURE MODULAR TUB/SHOWER FURRED WALL AT SHOWER SHOWER HEAD CURTAIN ROD BLOCKING AT GROUND FLR UNITS RE: G1.2EQ EQ 1' - 6 " 2' - 1 0 " 2'-0" 4' - 0 " T.P. DISPENSER MIRROR LIGHT FIXTURE P.LAM BACKSPLASH TUB/SHOWER UNIT SHOWER CURTAIN ROD VB42 BLOCKING AT GROUND FLR UNITS RE: G1.2 TOWEL RING OFFSET LAV AT GROUND FLR UNIT 8" 36 " T Y P GYP BASE OVERHANWG PTD WOOD TRIM WALL BEYOND LAMINATE COUNTERTOP EASED EDGE CABINET 1 3/8" = 1'-0" Kitchen Typical 'L' 3 3/8" = 1'-0" Laundry Typical 2 3/8" = 1'-0" Bath Type 7 4 1" = 1'-0" COUNTER DETAIL KITCHEN (2BED) BATH TYPE 7 (1BED) AB ABCD 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS INTERIOR ELEVATIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 SHOWER CURTAIN ROD MODULAR SHOWER UNIT 3' - 9 " SHOWER CURTAIN ROD 24" TOWEL BAR T.P. DISPENSER MIRROR LIGHT FIXTURE 1' - 6 " EQ EQ 2' - 1 0 " T.P. DISPENSER MIRROR LIGHT FIXTURE P.LAM BACKSPLASH VB42 TOWEL RING MODULAR TUB/SHOWER TOWEL RACK FURRED WALL AT SHOWER SHOWER HEAD CURTAIN ROD EQ EQ 1' - 6 " 2' - 1 0 " TUB/SHOWER UNIT SHOWER CURTAIN ROD T.P. DISPENSER MIRROR LIGHT FIXTURE P.LAM BACKSPLASH VB42 T.P. DISPENSER LIGHT FIXTURE TUB/SHOWER UNIT SHOWER CURTAIN ROD 24" TOWEL BAR LIGHT FIXTURE EQ EQ 2'-0" 4' - 0 " T.P. DISPENSER MIRROR LIGHT FIXTURE P.LAM BACKSPLASH VB42 SHIFT LAV IN COUNTER BLOCKING AT GROUND FLR UNITS RE: G1.2 3' - 3 " BLOCKING AT GROUND FLR UNITS RE: G1.2 24" TOWEL BAR SHOWER CURTAIN ROD BLOCKING RE: G1.1 1 3/8" = 1'-0" Bath Type 4 2 3/8" = 1'-0" Bath Type 5 3 3/8" = 1'-0" Bath Type 6 ABCD ABCD ABCD 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A8.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS WALL SECTIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 PANTRY BATH BATH PANTRY PANTRY SIM. Main Floor + 99'-0" Second Floor + 109'-7 3/8" T.O. Wall + 118'-8 1/2" Third Floor + 120'-2 3/4" T.O. Wall + 129'-3 7/8" W1 W5 W5 H4 H4 H2 H2 4 A8.2 3 A8.2 1 8' - 0 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 8' - 0 " 19 ' - 8 1 / 2 " 8' - 0 " 8' - 0 " 10 ' - 7 3 / 8 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 30 ' - 3 7 / 8 " 8' - 0 " EXTERIOR SIDING RE: ELEVATIONS METAL FLASHING ASPHALT SHINGLE, TYP. U.O.N. GYPSUM CEILING FLOOR TOPPING LOOSE FILL INSULATION (ACOUSTIC) GYPSUM CEILING WITH RESILIENT CHANNEL SOLID BLOCKING OR EXTEND WALL+SHEATHING TO UNDERSIDE OF FLOOR TYPICAL, RE: STRUCT OSB WALL SHEATHING ATTIC SIDE (DRAFTSTOPPING) W1 W1 W1 2 A8.2 #DrgID #LayID 1/2" XPS AT DOORS ENTRYDECK ENTRYDECK ENTRYDECK T.O. Wall + 129'-3 7/8" Main Floor + 99'-0" Second Floor + 109'-7 3/8" Third Floor + 120'-2 3/4" H4 H2 H2 H3 H3 1 10 ' - 7 3 / 8 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 30 ' - 3 7 / 8 " ASPHALT SHINGLE, TYP. U.O.N. GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) FLOOR TOPPING EXTERIOR SIDING - RE: ELEVATIONS GYPSUM CEILING WOOD TRUSS BOT. CHORD GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) FLOOR TOPPING DOOR, SEE SCHEDULE DOOR, SEE SCHEDULE DOOR, SEE SCHEDULE W2   KITCHEN Second Floor + 110'-7 3/8" Main Floor + 100'-0" Third Floor + 121'-2 3/4" T.O. Wall + 130'-3 7/8" E F W2 W2 H2 H2 H4 4 A8.0 5 A8.0 7 A8.0 10 ' - 7 3 / 8 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 8' - 0 " 8' - 0 " 8' - 0 " 5' - 3 3 / 4 " 5' - 3 3 / 4 " 5' - 3 3 / 4 " 5' - 3 3 / 4 " 30 ' - 3 7 / 8 " EXTERIOR SIDING - RE: ELEVATIONS GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) FLOOR TOPPING EXTERIOR SIDING - RE: ELEVATIONS FLOOR TOPPING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) KITCHEN KITCHEN STAIR 5 A2.6 7 2'-0" ASPHALT SHINGLE, TYP. U.O.N. EXT. Main Floor + 100'-0" 1 5/8" GWB CONCRETE SLAB ON GRAVEL BED SEALANT 2x6 WD STUDS @ 16" OC RE:STRUCTURE FIBER CEMENT SIDING, RE: ELEVATIONS 1/2" SHEATHING RE:STRUCTURE 1" RIGID FOAM AWB R-21 BATT INSULATION 1 1/2" XPS INSULATION 2'-7" STAIRS Second Floor + 110'-7 3/8" 2'x4' HARDIE PANELS, RE: ELEVATIONS 1/2" SHEATHING RE:STRUCTURE R-21 BATT INSULATION 2x6 WD STUDS @ 16" OC RE:STRUCTURE GYPSUM CEILING WITH RESILIENT CHANNEL INSULATION (ACOUSTIC) FIRE BLOCKING GYP SOFFIT ON METAL FRAMING 1" RIGID INSULATION AWB SIMPSON HANGER RE: STRUCT CONTINOUS GYP TO FLOOR SHEATHING 2'-7" STAIRS T.O. Wall + 130'-3 7/8" 1X2 FIBER CEMENT TRIM 5/8" GWB 2'x4' HARDIE PANELS, RE: ELEVATIONS 1/2" SHEATHING RE:STRUCTURE R-21 BATT INSULATION 2x6 WD STUDS @ 16" OC RE:STRUCTURE 1" RIGID INSULATION AWB GYP SOFFIT ON METAL FRAMING FIRE BLOCKING FIBER CEMENT SOFFIT R-49 BLOW IN ROOF INSULATION BLOCKING     :DOO6HFWLRQV    :DOO6HFWLRQV    :DOO6HFWLRQV    )281'$7,21'(7$,/     '(7$,/#)/22567$,56     522)'(7$,/ 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 GSPublisherVersion 76.79.98.86 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A8.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. © BASIS WALL SECTIONS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 W1 W1 W1 12 3 1 A8.2 3' - 6 " ENTRY Third Floor + 121'-2 3/4" Second Floor + 110'-7 3/8" Main Floor + 100'-0" T.O. Walls + 130'-3 7/8" G H2 H2 H4 H3 H3 F 7 A2.6 10 ' - 7 3 / 8 " 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 30 ' - 3 7 / 8 " ASPHALT SHINGLE, TYP. U.O.N. GUTTER EXTERIOR SIDING - RE: ELEVATIONS FLOOR TOPPING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) GYPSUM CEILING DOOR, SEE SCHEDULE DOOR, SEE SCHEDULE DOOR, SEE SCHEDULE EXTERIOR SIDING - RE: ELEVATIONS FLOOR TOPPING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) SLOPE 2% SLOPE 2% INTERIOR PERIMETER DRAIN TILE ENTRY ENTRY W1 W1 1 A8.2 WINDOW, SEE SCHEDULE WINDOW, SEE SCHEDULE Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" W1 H4 H2 H3 F G 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 19 ' - 8 1 / 2 " WINDOW, SEE SCHEDULE EXTERIOR SIDING - RE: ELEVATIONS FLOOR TOPPING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) WINDOW, SEE SCHEDULE GYPSUM CEILING INTERIOR PERIMETER DRAIN PIPE, TYP LIVING ROOM DECK LIVING ROOM DECK W1 W1 W1 W1 12 8 3 A2.6 BDRM 1 BDRM 1 Second Floor + 111'-7 3/8" Main Floor + 101'-0" T.O. Wall + 120'-8 1/2" H4 H2 AB 10 ' - 7 3 / 8 " 9' - 1 1 / 8 " 19 ' - 8 1 / 2 " EXTERIOR SIDING - RE: ELEVATIONS GUTTER ASPHALT SHINGLE, TYP. U.O.N. WINDOW, SEE SCHEDULE WINDOW, SEE SCHEDULE GYPSUM CEILING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) FLOOR TOPPING INTERIOR PERIMETER DRAIN TILE, TYP 1 1/2" = 1'-0" Wall Sections 2 1/2" = 1'-0" Wall Sections 3 1/2" = 1'-0" Wall Sections 07/21/2020 Reviewed by SAFEbuilt 08/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A8.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS DETAILS Pe a k V i e w No r t h B u i l d i n g 15 5 1 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/21/2020 CDs 6/8/2020 DECK ENTRY T.O. Wall + 129'-3 7/8" R-49 BLOW IN ROOF INSULATION WOOD TRUSS BOT. CHORD GYPSUM CEILING WITH RESILIENT CHANNEL 5/8" GWB R-21 BATT INSULATION 1/2" SHEATHING RE: STRUCTURE FIBER CEMENT SIDING, RE: ELEVATIONS 1/4"THERMO PCY (TAPED SEAMS) ON 1 X (3/4") FURRING STRIP (ALT: CONTINUE FOAM) DECK DOOR, SEE SCHEDULE 1 1/4" FLOOR TOPPING MIXTURE FLOOR SHEATHING GYPSUM CEILING WITH RESILIENT CHANNEL INSULATION (ACOUSTIC) 2x6 WD STUDS @ 16" OC RE:STRUCTURE R-21 BATT INSULATION 1/2" SHEATHING RE: STRUCTURE 5/8" GWB FIBER CEMENT SIDING, RE: ELEVATIONS 1" RIGID INSULATION AWB FLEXIBLE FLASHING ON WALL BEHIND LEDGER 1X2 BATTEN FIBER CEMENT SOFFIT PANEL SLOPE 2% TRAFFIC TOPPING 1a < 4" BETWEEN VERTICALS 1X2 BATTEN TIMBER DECK BEAM RE:STRUCTURE 1X2 FIBER CEMENT TRIM METAL DRIP EDGE FLASHING NEOPRENE GASKET 1/8" UNDER PLATE 3/8"X 5" HEX LAG SCREWS INTERMEDIATE RAILING SUPPORT INTERMEDIATE POST AT MID-SPAN BATH Main Floor + 99'-0" 5/8" GWB CONCRETE SLAB ON GRAVEL BED SEALANT 2x4 WD STUDS @ 16" OC RE: STRUCTURE ACOUSTIC INSULATION ROOF Third Floor + 120'-2 3/4" 5/8" GWB R-21 INSULATION IN ATTIC KNEE WALL 2x6 WD STUDS @ 16" OC RE: STRUCTURE 1 1/4" FLOOR TOPPING MIXTURE SOLID BLOCKING OR EXTEND WALL TO FLOOR SHEATHING, RE: STRUCT GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) 2x4 WD STUDS @ 16" OC RE: STRUCTUREACOUSTIC INSULATION 1" AIR GAP R-49 BLOW IN ROOF INSULATION 1/2" GWB NAILER 1 CONTINUOUS WALL SHEATHING GYPSUM CEILING WITH RESILIENT CHANNEL 2x4 WD STUDS @ 16" OC RE: STRUCTURE R-49 BLOW IN ROOF INSULATION NAILER FIRE BLOCKING FIBERGLAS FIRE BLOCKING (MIN 16") 1" AIR GAP ACOUSTIC INSULATION 1 CONTINUOUS WALL SHEATHING ASPHALT SHINGLE, TYP. U.O.N. ROOF UNDERLAYMENT 1x8 FIX RAKE METAL DRIP EDGE FIBER CEMENT SIDING ON EXTERIOR SHEATHING OUTLOOKER BATHBDRM1 2x6 WD STUDS @ 16" OC RE: STRUCTURE SOLID BLOCKING OR EXTEND WALL TO FLOOR SHEATHING, RE: STRUCT FOR REQUIREMENTS GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) ACOUSTIC INSULATION 1" AIR GAP 2x4 WD STUDS @ 16" OC RE: STRUCTURE FIBERGLASS INSUL FIRE BLOCKING ACOUSTIC INSULATION     '(7$,/#522)'(&.     %$/&21<'(7$,/    '(7$,/#%$7+3$175<     '(7$,/#522)3$175<     522)'(7$,/     )/225-81&7,21'(7$,/ 08/12/2020 Reviewed by SAFEbuilt 08/17/2020 FOUNDATION DESIGN WAS BASED ON GEOTECHNICAL REPORT ESTEHA-19L6A-02-709 PREPARED BY LANDMARK ENGINEERING LTD. ON DECEMBER 31, 2019. BASED ON THAT REPORT, THE FOUNDATION SYSTEM WILL BE A SHALLOW SPREAD FOOTINGS. ALL CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR GEOTECHNICAL ASPECTS OF THE PROJECT. -FOOTINGS- DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 3,500 PSF ON THE EXISTING SUBGRADE, BELOW FROST DEPTH BASED ON DEAD LOAD PLUS LIVE LOAD. ALL FOOTINGS TO BE SET ON EXISTING SUBGRADE. REINFORCED CONCRETE: DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318-14). CONCRETE WORK SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301). STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: DETAILING, FABRICATIONS, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-80). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REINFORCING BARS SHALL CONFORM TO ASTM A615, AND SHALL BE GRADE 60, EXCEPT TIES OR BARS SHOWN TO BE FIELD-BENT, WHICH SHALL BE GRADE 40. AT SPLICES, LAP BARS 50 DIAMETERS UNLESS NOTED OTHERWISE. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS AND SLABS, PROVIDE 2-#5, EXTENDING 2'-0" BEYOND EDGE OF OPENING. IN CONTINUOUS MEMBERS, SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER SUPPORTS. PROVIDE INTERMITTENT SHEAR KEYS AT ALL CONSTRUCTION JOINTS AND ELSEWHERE AS SHOWN ON THE DRAWINGS. EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. EXPOSED TO EARTH OR WEATHER: #5 BAR, W31 OR D31 WIRE, AND SMALLER C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS:#11 BAR AND SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT STIRRUPS, TIES, SPIRALS ALL REINFORCING STEEL IS TO BE TIED IN PLACE PRIOR TO PLACING CONCRETE. NO WET SET OF REINFORCING STEEL WILL BE PERMITTED. ANCHOR BOLTS AND RODS FOR BEAM AND COLUMN-BEARING PLATES SHALL BE PLACED WITH SETTING TEMPLATES. ALL CONCRETE WORK IS SUBJECT TO INSPECTION BY A QUALIFIED SPECIAL INSPECTOR EMPLOYED BY THE OWNER IN ACCORDANCE WITH IBC SECTION 1704.4. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHOULD OBSERVE THE FOUNDATION EXCAVATION PRIOR TO FOUNDATION CONSTRUCTION. CONTROL JOINTS ARE RECOMMENDED @ 10" O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH OF 1". ALL FOUNDATIONS REQUIRE SUBSOIL DRAINAGE SYSTEMS PER IBC 1807.4.2, AND ARE CONSIDERED TO BE PART OF THE FOUNDATION SYSTEM. SUBSOIL DRAIN WATER SHALL NOT DISCHARGE INTO PUBLIC SEWER SYSTEM. INSPECTION OF THE WATERPROOFING AND DAMPPROOFING SUBSOIL ARE REQUIRED. AREAS BELOW SLABS SHALL BE SCARIFIED, MOISTENED AND RECOMPACTED TO 95% STANDARD PROCTOR. VERIFY DIMENSIONS IN FIELD WITH ARCHITECTURAL DRAWINGS. Intended Use f'c, psi 28day Ratio W/C Aggregate Maximum inches Slump Percent Entrained Air Type Cement Comments Admixtures, I/II2-4%63/4" Stone3,000Footings .5 3/4" StoneWalls 4,500 .45 6%4 I/II 3/4" StoneExt slab on grade 4,500 .45 6%4 I/II 3/4" StoneInt slab on grade 3,500 .5 2-4%4 I/II Fibermesh 3" 1-1/2" 3/4" 1-1/2" 1-1/2" FOUNDATION DESIGN STRUCTURAL DESIGN CRITERIA : 1. CONSTRUCTION TO COMPLY WITH 2015 IBC (TYP) 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER 3. ALL EXTERIOR HEADERS TO BE (3) 2X12 GLUED AND NAILED w/ (3) ROWS 16d NAILS @ 12" O.C. PER PACKED FULL WIDTH OF WALL UNLESS SPECIFIED OTHERWISE. 4. ALL LVL HEADERS TO BE SIZED AS SHOWN AND GLUED AND NAILED W/ (3) ROWS 16d NAILS @ 12" O.C. PACKED FULL WIDTH OF WALL (TYP) 5. ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) JACKS STUDS 6. OFFSET FLOOR JOISTS 8" EACH SIDE OF CENTER LINE OF WASTE LINES IN BATHROOMS AND KITCHEN AS NECESSARY, FIELD VERIFY LOCATIONS 7. FLOOR SHEATHING TO BE 34" OSB INSTALLED PERPENDICULAR TO FLOOR JOISTS AND GLUED/NAILED w/ 8d RING SHANK NAILS @ 6" O.C. EDGES AND 8" O.C. FIELD 8. DO NOT SCALE DRAWINGS--REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND CONTACT ARCHITECT FOR ANY INCONSISTENT OR MISSING INFORMATION 9. ALL PLATES AND SILLS BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR TIMBER STRAND 10. ALL STRUCTURAL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARDS, AND SHALL BE IDENTIFIED WITH AN APA GRADE MARK 11. 2x SOLID BLOCK SHALL BE PLACED BETWEEN ALL JOIST AND RAFTERS AT SUPPORT POINTS 12. ALL BOLT HOLES TO BE 1/32" LARGER THAN THE BOLT DIAMETER 13. NO CHECKS OR SPLITS ALLOWED AT AREAS TO BE BOLTED 14. THE FRAMING HARDWARE SHOWN ARE BY "SIMPSON-STRONG TIE COMPANY", ANY SUBSTITUTIONS TO BE APPROVED BY THE ENGINEER AND BE I.C.B.O APPROVED 15. ALL SIMPSON HARDWARE (OR APPROVED SUBSTITUTION) TO BE INSTALLED PER MANUFACTURES RECOMMENDATION. 16. ALL ENGINEERED LUMBER TO BE INSTALLED PER MANUFACTURES RECOMMENDATION. FRAMING NOTES: 1. ALL EXTERIOR SHEATHING TO BE PLACED HORIZONTAL OVERLAP EDGES 16" MINIMUM 2. SHEATHING IS TO FULLY OVERLAP FLOOR SYSTEM 3. SHEATHING IS TO FULLY OVERLAP DOOR AND WINDOW FRAMING WITH NO VERTICAL SEAMS AT WINDOW AND DOOR CORNERS 4. ALL HORIZONTAL SEAMS IN SHEATHING TO BE FULLY BLOCKED WITH 2x MATERIAL "ON THE FLAT" TO ACCOMMODATE 4" O.C. DOUBLE ROW CONTINUOUS NAILING AT PERIMETER 5. HEADERS MEMBERS TO BE FLUSH WITH EXTERIOR WALLS AND PACKED FULL WIDTH OF WALL 6. DO NOT SCALE DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR ACTUAL CONSTRUCTION DIMENSIONS 7. VERIFY TIE DOWN LOCATIONS WITH FRAMING PLAN SHEAR WALL NOTES: 1. CONSTRUCTION TO COMPLY WITH 2015 IRC (TYP) 2. ALL FRAMING LUMBER TO BE #2 HEM FIR OR BETTER 3. ALL OVERFRAMING TO HAVE FULL BEARING AT HEALS ON MIN 2x8 SLEEPER 4. SIMPSON H2.5 HURRICANE TIES OR EQUAL TO BE INSTALLED AT ALL RAFTER ENDS UNLESS SPECIFIED OTHERWISE BY TRUSS MANUFACTURER 5. SHEATHING TO BE 15 32" OSB NAILED W/ 8d NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD ROOF FRAMING NOTES THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITION, PROPERLY SUPPORTED AND BRACED. THESE CONSTRUCTION DOCUMENTS CONTAIN TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAILED IS ILLUSTRATED, NOR IS EVERY EXCEPTIONAL CONDITION ADDRESSED. ALL PROPRIETARY CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES' RECOMMENDATIONS. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE IBC AND LOCAL CODES AND ORDINANCES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSIONS VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ENGINEER FROM ALL CONSEQUENCES. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL STRUCTURE, INCLUDING, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORM WORK, SCAFFOLDING, SAFETY DEVICES AND PROGRAMS OF ALL KINDS, SUPPORT AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT FOR THE PROTECTION OF THE STRUCTURE AND WORKERS. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. THE ENGINEER BEAR NO RESPONSIBILITY FOR THE ABOVE ITEMS, AND OBSERVATION VISITS TO THE SITE DO NOT, IN ANY WAY, INCLUDE INSPECTION OF THEM. STRUCTURAL ERECTION AND BRACING REQUIREMENTS: A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (ANSI/AISC 360-05) AND "CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND BRIDGES" (AISC 303-05) B. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEB ABOVE AND BELOW COLUMN. C. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH AISC AND AWS SPECIFICATIONS AND RECOMMENDATION USING E70ELECTRODES D. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3 16" FILLET BY LENGTH OF CONTACT EDGE STRUCTURAL STEEL NOTES: DESIGN STRESS: A. STRUCTURAL STEEL WIDE FLANGE SHALL CONFORM TO ASTM A992 B. ROLLED SHAPES, INCLUDING PLATES, CHANNELS AND ANGLE SHALL CONFORM TO ASTM A36 C. HOLLOW STRUCTURAL SECTIONS (HSS) TUBE SHAPES SHALL CONFORM TO ASTM A500, GRADED B, 46ksi YIELD SPECIAL INSPECTIONS ARE TO BE CONDUCTED ON SOILS PER TABLE 1705.6 OF THE 2018 IBC. FLOOR SLABS AND FOUNDATION WALLS ARE EXCLUDED FROM THE SPECIAL INSPECTIONS PER IBC 1705.3. FREQUENCY OF INSPECTIONS IS TO BE PERIODIC PER TABLE 1705.6 OF THE 2018 IBC. IN ADDITION TO TABLE 1705.6, THE COMPLETED OPEN EXCAVATION SHOULD BE OBSERVED BY A TECHNICIAN OR ENGINEER FROM LANDMARK ENGINEERING LTD TO CONFIRM SUBSURFACE CONDITIONS. SPECIAL INSPECTIONS FOR WIND RESISTANCE ARE REQUIRED PER IBC 1705.11. INSPECTIONS ARE TO INCLUDE: 1) NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER ELEMENTS OF THE MAIN WINDFORCE-RESISTING SYSTEM. 2) WIND FORCE-RESISTING SYSTEM CONNECTIONS TO THE FOUNDATION. INSPECTION FREQUENCY IS TO BE PERIODIC. STATEMENT OF SPECIAL INSPECTIONS S0.0 Sheet No:Sheet Title: Date: Issue: GENERAL NOTES EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 1 Michael Todd, P.E. 2020.07.2 5 17:22:23 -06'00' Reviewed by SAFEbuilt 08/17/2020 10'-71 4"19'-63 4"12'-43 4"12'-2"12'-9"7'-8"11'-51 2"13'-0"12'-2"12'-9"7'-8"32'-11 4"7'-63 4" 12 ' - 7 " 19 ' - 5 " 1' - 6 " 10 ' - 4 " 6' - 1 1 1 4" 6' - 1 1 " 16 ' - 6 " 6' - 1 1 1 4" 10 ' - 4 " 12 ' - 4 1 2" 2' - 0 " 11 ' - 4 1 2" 5' - 0 " 14 ' - 5 " 4' - 2 1 2" 4'-0"12'-9"14'-01 2"11'-81 2"10'-71 2" 1' - 0 " 6' - 6 " 1' - 0 " 33'-111 2" 1' - 0 " 13'-0"10'-71 2"49'-01 2" 4' - 0 " 12'-9" 1' - 4 " 2' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 2' - 0 " 2' - 0 " 1' - 0 " 2' - 0 " 1' - 4 " 2'-0" 2' - 0 " 1' - 4 " 1' - 4 " 2' - 0 " 2'-0" 2' - 0 " 2'-0" 3'-0" 5' - 8 " 3' - 0 " 1' - 0 " 1'-4" 1' - 4 " 2'-0"2' - 0 " 2'-6"2'-6" 3'-0" 6' - 0 " 3'-0"2'-0" 2' - 0 "             $$ &&       %% '' (( )) ** 12" THICKENED SLAB 12 ' - 1 34" A' A C'C FF 5021.70 FF 5020.70 FF 5020.70 FF 5019.70 FF 5019.70B'B B'B C'C A' A A' A A' A A'A A'A A' A A' A D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D 2' - 0 " 3' E'E E'EE'E D' D E'E E'E E'E 2'-0" 2' - 0 " 2'-0" 2' - 0 " 2'-0" 2' - 0 " 2'-0" 5' - 0 " 2' - 6 " 5' - 3 1 2" 3'-0" F'F F'F F'F F'F F'F F'F F'F F'F F'F F'F F'F 2' - 0 " 2'-0" 2'-6" 2' - 6 " 1' - 0 " F'F FF 5023.20 5' - 0 " TOW 23.2 BOF 19.7 TOW 23.2 BOF 18.7 TOW 22.50 BOF 18.20 TOW 21.70 BOF 18.20 TOW 20.70 BOF 17.20 TOW 20.70 BOF 17.20 TOW 19.70 BOF 15.50 TOW 19.70 BOF 15.50 7' - 6 " 1' - 0 " TOW 19.70 BOF 13.50 TOW 19.70 BOF 11.50 TOW 19.70 BOF 10.00 TOW 19.70 BOF 10.00TOW 19.70 BOF 11.50 TOW 19.70 BOF 11.50 TOW 19.70 BOF 16.20 TOW 19.70 BOF 16.20 TOW 19.70 BOF 16.20 TOW 19.70 BOF 15.50 6' - 0 " 12'-0" 7'-2" TOW 19.70 BOF 14.50 TOW 19.70 BOF 14.50 TOW 19.70 BOF 15.50 TOW 19.70 BOF 12.50 13'-6"6'-0" 9'-7"9'-01 2" TOW 20.70 BOF 17.20 TOW 20.70 BOF 17.20 TOW 23.2 TOF 19.5 6'-0" 5' - 1 1 2" 2'-6" 7' - 9 " 3'-8"2'-11 2" 2'-0" 11'-31 2" 2'-41 2" TOW 21.70 BOF 18.20 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 44 4 6 6 44 4 4 4 44 44 4 4 444 4 4 66 6 6 6 6 6 6 4 4 4 4 5' - 3 12" 0'-1"0'-1" 11 ' - 7 1 2" 9'-41 2" 1' - 8 " 1'-4" 3' - 1 1 " 3' - 1 0 1 2" 10 ' - 1 1 4" 8'-71 2" 12 ' - 2 " 10 ' - 1 0 " 0'-33 4" 0'-33 4" 8'-73 4" 12 ' - 1 3 4" 6'-91 2"3' - 7 1 2" 7' - 7 " 7' - 7 " 6'-91 4" 6'-1" 6'-11 2" 12 ' - 3 " 14 ' - 5 " 4'-8" 2'-0"2' - 0 " 1' - 0 " 6'-61 2" 12 ' - 9 1 2" 5'-4" 5' - 2 " 5' - 0 1 2" 5' - 1 0 1 2" 4' - 3 " 2' - 3 1 2" 3' - 9 " 6' - 0 " 4' - 3 " 2' - 0 " 10 ' - 6 1 2" 3' - 3 " 4' - 5 1 2" 8" 10" #4 @18" OC HORIZONTAL W/ (3) BAR MIN. (3) #4 REBAR CONT. #4 REBAR @ 48" O.C. WALL < 4' FF/TOW EL = PER ARCHITECTURAL FOOTER TO UNDISTURBED SOIL OR BEDROCK STRUCTURAL BACKFILL COMPACTED TO 95% PROCTOR 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 WELDED WIRE FABRIC REINFORCEMENT (TYP) 6" 32" 12" POLYSTYRENE INSULATION 2' 2x6 FRAMING (TYP) 1/2"x10" J BOLTS @ 30" O.C. 2"x6" PRESSURE TREATED OR TIMBER STRAND SILL PLATE 2" POLYSTYRENE INSULATION SECTION A-A' NOT TO SCALE WALL DETAIL A 4" CONCRETE SLAB W/ 6X6 - W1.4XW1.4 WELDED WIRE FABRIC REINFORCEMENT (TYP) 4" CONCRETE SLAB W/ 6X6 - W1.4XW1.4 WELDED WIRE FABRIC REINFORCEMENT (TYP) TYP COMMON WALL: 2x4 STUDS @ 16" O.C. W/ GYPSUM SHEATHING EACH SIDE FOOTING TO BEAR ON UNDISTURBED SOIL 8" STEM WALL 1'-8" 1' #4 REBAR W/ 6" FOOT AT 48" OC 1/2"x10" J BOLTS @ 48" O.C. (3) #4 REBAR CONT. (2) #4 REBAR CONT. SECTION B-B' NOT TO SCALE WALL DETAIL B STHD14, SEE PLAN FOR LOCATIONS THICKENED SLAB TO BE INCREASED TO 16" DEPTH FOR 36" AT ALL STHD14 LOCATIONS 24" (3) #4 REBAR CONTINUOUS 1/2"x10" J BOLTS @ 48" O.C. AND 2' FROM ENDS (TYP) 8" WALLS PER PLAN 2"x PRESSURE TREATED OR TIMBER STRAND SILL PLATE (TYP.) FF EL = PER PLAN 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 WELDED WIRE FABRIC OR FIBER MESH REINFORCEMENT (TYP) 4" THICKENED SLAB DETAIL NOT TO SCALE SECTION C-C' C THICKENED SLAB TO BE INCREASED TO 16" DEPTH FOR 36" AT ALL STHD14 LOCATIONS STHD14, SEE PLAN FOR LOCATIONS WALLS PER PLAN 2"x PRESSURE TREATED OR TIMBER STRAND SILL PLATE (TYP.) PER PLAN 8" 4" CONCRETE SLAB W/ 4"x4" W2.9xW2.9 WELDED FABRIC FF EL = PER PLAN (3) #4 REBAR CONTINUOUS 1/2"x10" J BOLTS @ 48" O.C. 4" SECTION D-D' NOT TO SCALE THICKENED SLAB DETAILD 36" MIN. 2'X2' (4) #4 REBAR VERTICAL 8x8 POST (TYP) UNDISTURBED SOIL AB88 POST BASE W/ 12"x10" J BOLT 4" (2) #4 HOOPS @ 2"& 8" DOWN (1) 8 1 2" X8 1 2' (1) 18" X 18" 2" 8" 4" CONCRETE SLAB W/ 6X6 - W1.4XW1.4 WELDED WIRE FABRIC REINFORCEMENT (TYP) 1 2" EXPANSION MATERIAL 81 2" 81 2" 41 2" SECTION F-F' NOT TO SCALE PIER DETAIL F WALLS PER PLAN 2"x PRESSURE TREATED OR TIMBER STRAND SILL PLATE (TYP.) PER PLAN 8" 4" CONCRETE SLAB W/ 4"x4" W2.9xW2.9 WELDED FABRIC FF EL = PER PLAN (3) #4 REBAR EACH WAY 4" SECTION E-E' NOT TO SCALE THICKENED SLAB DETAILE FINISHED GRADE 12" MIN. 4" PERF. PVC BEDDED IN 1-1/2" WASHED ROCK (BOTTOM OF DRAIN TO BE BELOW GARAGE FLOOR SURFACE) DRAIN TO DAYLIGHT FILTER FABRIC BOTTOM OF WASHED ROCK TO BE MINIMUM OF 4" BELOW TOP OF FOOTER MIN. COVER OF 6" ABOVE DRAIN PIPE UNDISTURBED SOIL FOOTING FOUNDATION WALL VARIES 6" FOUNDATIONDRAIN DETAIL NOT TO SCALE TYP 1-12" end distance #4 rebar continuous SIMPSON Strong-Tie£ Typical STHD Corner Installation )281'$7,213/$1     S1.0 Sheet No:Sheet Title: Date: Issue: FOUNDATION EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 1 1 1 Michael Todd, P.E. 2020.07.2 5 17:21:45 -06'00' Reviewed by SAFEbuilt 08/17/2020             $$ &&       %% '' )) ** DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN FLOOR TRUSSES @ 24" O.C. (2) 2x10 BEAM (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 1.75"x7.25" 2.0E LVL BEAM (2) 2x10 HEADER (3) 1.75"x9.25" 2.0E LVL BEAM (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 1.75"x7.25" 2.0E LVL BEAM (2) 2x10 HEADER (2) 2x10 HEADER 6.75"x11.875" GLULAM (2) 1.75"x7.25" 2.0 LVL BEAM (3) 1.75"x9.25" 2.0E LVL BEAM 2x8 @ 16" O.C. (TYP) 2x8 @ 16" O.C. (TYP) 2x8 @ 16" O.C. (TYP) 8x8 COLUMN, TYP. ALL DECKS 8X8 COLUMN, TYP. ALL DECKS 6x12 D.FIR-L NO.1 BEAM (TYP)6x12 D.FIR-L NO.1 BEAM (TYP) 19'-5" (2) 1.75"x9.25" 2.0E LVL HEADER 8X8 #1 DF TIMBER COLUMNS (TYP) 8X8 #1 DF TIMBER COLUMNS (TYP) G' G SIMPSON DGF HANGER AT STAIR WALLS, TYP 3 LOCATIONS STAIR WALLS PARALLEL TO JOISTS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP SLOPE JOISTS +/- 2% (TYP ALL DECKS) T.O. DECK AT DOOR = 1-1/2" BELOW FLOOR SHEATHING (TYP ALL DECKS) STAIR WALLS TO HAVE GYP SHEATHING IN ADDITION TO BRACED WALL REQUIREMENTS, SEE BRACED WALL PLANS G G' H H' DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP S5 . 0 S5 . 0 S5 . 0 S5 . 0 S5 . 0 S5 . 0 S1.1 Sheet No:Sheet Title: Date: Issue: SECOND FLOOR FRAMING EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 6(&21')/225)5$0,1*3/$1     Michael Todd, P.E. 2020.07.2 5 17:21:01 -06'00' Reviewed by SAFEbuilt 08/17/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD EE FF G G FLOOR TRUSSES @ 24" O.C. (2) 2x10 HEADER (2) 2x10 HEADER (2) 1.75"x7.25" 2.0E LVL BEAM (2) 2x10 HEADER (3) 1.75"x9.25" 2.0E LVL BEAM(2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 2x10 HEADER (2) 1.75"x7.25" 2.0E LVL BEAM 2x8 @ 16" O.C. (TYP) 2x8 @ 16" O.C. (TYP) 8x8 #1 DF TIMBER COLUMN, TYP. ALL DECKS 6x12 D.FIR-L NO.1 BEAM (TYP) 6x12 D.FIR-L NO.1 BEAM (TYP) 6x12 D.FIR-L NO.1 BEAM (TYP) 8X8 #1 DF TIMBER COLUMNS (TYP)8X8 #1 DF TIMBER COLUMNS (TYP) G' G SIMPSON DGF HANGER AT STAIR WALLS, TYP 3 LOCATIONS STAIR WALLS PARALLEL TO JOISTS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DROPPED BEAM SLOPE JOISTS +/- 2% (TYP ALL DECKS) T.O. DECK AT DOOR = 1-1/2" BELOW FLOOR SHEATHING (TYP ALL DECKS) H H' G G' SEE STAIR DETAIL SHEET S5.0 S5 . 0 S5 . 0 S5 . 0 S5 . 0 S5 . 0 S5 . 0             $ &       % ' ) * PRE ENGINEERED TRUSS @ 24" O.C. (BY OTHER) 2x6 @ 24" O.C. ROOF FRAMING 6x12 D.FIR-L NO.1 BEAMS 6x12 D.FIR-L NO.1 BEAMS 2x6 @ 24" O.C. ROOF FRAMING 2x6 @ 24" O.C. ROOF FRAMING 6x12 D.FIR-L NO.1 BEAMS TRUSS OVERFRAME 2x6 @ 16" O.C. ROOF FRAMING TRUSS OVERFRAME 6X6 KING POST TRUSSES RE: A4.1 SIM 2x6 EVE EXTENSION PAST BEAM TRUSSES RE: A4.1 SIM 4'-6" EVE: (2) 5 12" LVL OUTLOOKERS @16" O.C. GIRDER TRUSS OR (3) 11 7 8" LVL BEAM FLUSH BEAMS INTO BEAM POCKET 32" INTO WALL FRAMING WITH (1) CS16 STRAP TO EXTEND 15" BELOW TOP PLATE AND (1) DTT1Z AT BEAM END (SEE DETAIL SHEET 5.0)BEAMS INTO BEAM POCKET 32" INTO WALL FRAMING WITH (1) CS16 STRAP TO EXTEND 15" BELOW TOP PLATE AND (1) DTT1Z AT BEAM END (SEE DETAIL SHEET S5.0) 7+,5')/225)5$0,1*3/$1     S1.2 Sheet No:Sheet Title: Date: Issue: THIRD FLOOR & ROOF FRAMING EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 522))5$0,1*3/$1     1 Michael Todd, P.E. 2020.07.2 5 17:20:24 -06'00' Reviewed by SAFEbuilt 08/17/2020 3 4 4 2 3 3 2 1 3 2 5 3 2 3 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 6 6 444 4 4 44 44 4 4 4 444 4 66 6 6 6 6 6 6 4 4 4 DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP             $$ &&       %% '' )) ** DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN EXTERIOR CORNER DETAILTYP (2) CS16 STRAPS NOT REQ'D MST66 EDGE NAILING EDGE NAILING 0$,1)/225%5$&(':$//3/$1     Sheet No:Sheet Title: Date: Issue: MAIN FLOOR BRACED WALL EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 Michael Todd, P.E. 2020.07.2 5 17:19:41 -06'00' Reviewed by SAFEbuilt 08/17/2020             $$ &&       %% '' )) ** DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN 18 R I S E R S ( 6 2 7 / 3 2 " ) UP 11 10 9 8 7 6 5 4 3 2 1 DN 2 1 2 1 2 2 1 2 1 1 2 2 3 1 2 3 SEE EXTERIOR CORNER DETAIL SHEET 5.0: ONLY (1) STRAP REQUIRED AT CORNERS 2 2 22 2 1 2 2 2 2 1 2 2 2 22 2 2 2 2 3 3 2222 1 2 22 22 2 2 2 2 2 1 2 33 3333 3 STAIR WALLS TO HAVE GYP SHEATHING IN ADDITION TO BRACED WALL REQUIREMENTS DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP DEMISING WALLS BALLOON FRAME TO UNDERSIDE OF FLOOR SHEATHING, TYP 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD EE FF G G 1 2 1 22 2 2 3 3 1 2 1 2 1 1 5 1 2 2 1 1 1 3 3 3 1 2 2 1 2 3 2 1 22 1 1 1 1 1 2 1 SEE EXTERIOR CORNER DETAIL SHEET 5.0: ONLY (1) STRAP REQUIRED AT CORNERS 6(&21')/225%5$&(':$//3/$1     S1.4 Sheet No:Sheet Title: Date: Issue: SECOND & THIRD FLOOR BRACED WALL PLAN EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 7+,5')/225%5$&(':$//3/$1     Michael Todd, P.E. 2020.07.2 5 17:16:09 -06'00' Reviewed by SAFEbuilt 08/17/2020 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 WELDED WIRE FABRIC OR FIBER MESH REINFORCEMENT (TYP) PRE CAST CONCRETE LANDING CONTRACTOR TO VERIFY BEARING REQUIREMENTS MC12X10.6 3"X12" PRECAST TREADS (X3.5') 11" 6 27 32" 23 4" 7'-7" MC 6X12 PRECAST CONCRETE LANDING. CONTRACTOR TO VERIFY BEARING REQUIREMENTS. MC 6X12 MC12X10.6 STRINGERS EACH SIDE 3"X12" PRECAST TREADS (X3.5') TYP. 3'-6" BETWEEN STRINGERS MC12X10.6 STRINGERS EACH SIDE 2X6 WALL W/ (2) 2X8 BLOCKING W/ TRIMMERS W/ 32" MAX SPAN (3 SIDES) 5 8" GYP BETWEEN MC CHANNEL AND WOOD FRAME 12" THROUGH BOLT @ 12" OC. TYP. MC 6X12 NOT TO SCALE STAIR AND LANDING DETAILK EXTERIOR CORNER DETAILTYP (2) CS16 STRAPS NOT REQ'D MST66 EDGE NAILING EDGE NAILING 8x8 POST (TYP) (2) 5 8" THRU BOLTS (TYP) 2X8 JOIST @ 16" OC 34" T&G PLYWOOD SHEATHING W/ COATING PER ARCHITECTURAL RAILING PER ARCHITECTURAL (BEHIND) SIMPSON JB28 HANGER SIMPSON AB88 POST BASE & PIER PER FOUNDATION DETAIL "F" SLOPE @ +/- 2% D.FIR-L NO. 1 6X12 BEAM (TYP) T.O.DECK @ 12" BELOW FLOOR SHEATHIING RAILING PER ARCHITECTURAL ROLL BLOCKING D.FIR-L NO. 1 6X12 BEAM (TYP) SECTION G-G' NOT TO SCALE DECK DETAIL G 8x8 POST (TYP) (2) 5 8" THRU BOLTS (TYP) 2X8 JOIST @ 16" OC 34" T&G PLYWOOD SHEATHING W/ COATING PER ARCHITECTURAL RAILING PER ARCHITECTURAL SIMPSON JB28 HANGER SIMPSON AB88 POST BASE & PIER PER FOUNDATION DETAIL "F" SLOPE @ +/- 2% D.FIR-L NO. 1 6X12 BEAM (TYP) T.O.DECK @ 12" BELOW FLOOR SHEATHIING SECTION H-H' NOT TO SCALE DECK DETAIL H 2X8 RIM JOIST W/ 2 LEDGERLOKS @ 12" OC. S5.0 Sheet No:Sheet Title: Date: Issue: NORTH BUILDING DETAILS EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 CD 06/03/2020 Cornerstone Engineering and Surveying, Inc. 1692 Big Thompson Ave, Suite 200 Estes Park, CO 80517 1 Michael Todd, P.E. 2020.07.2 5 17:15:40 -06'00' Reviewed by SAFEbuilt 08/17/2020 SHEET NUMBER SHEET TITLE MECHANICAL DRAWING INDEX .... TOTAL:7 . . M0.0 MECHANICAL INDEX, LEGEND & NOTES 03 / 0 3 / 2 0 2 0 DE S I G N D E V E L O P M E N T ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION LOCATION:ESTES PARK, CO ALTITUDE: 7500 FT DENSITY RATIO: 0.756 ASHRAE CLIMATE ZONE:5B OUTDOOR CONDITIONS:SUMMER DESIGN DB = 88 °F COINCIDENT WB = 53 °F WINTER DESIGN DB = -13 °F INDOOR CONDITIONS:SUMMER DESIGN DB = 75 °F WINTER DESIGN DB = 70 °F CODES:2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 IECC ALL APPLICABLE LOCAL AMENDMENTS VENTILATION:PER ASHRAE 62.1 AND 2015 IMC. ENVELOPE CHARACTERISTICS:REFERENCE ARCHITECTURAL PLANS. DESIGN DATA SECTION REFERENCE NUMBER. SECTION SHEET NUMBER WORK NOTE DESIGNATION. EQUIPMENT DESIGNATION. PIPE ANCHOR,ALIGNMENT GUIDE DUCT TRANSITION COMBINATION FIRE/SMOKE DAMPER. HUMIDITY SENSOR TEMPERATURE SENSOR. CHECK VALVE PIPE CAP, BLIND FLANGE PIPE DOWN AND PIPE TEE DOWN PIPE UP AND PIPE TEE UP PRESSURE REDUCING VALVE BALANCING VALVE A 8"Ø 200 ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT. MECHANICAL LEGEND ABBREVIATIONS SHEET METAL FITTINGS AND EQUIPMENT PIPING DESIGNATIONS AND FITTINGS HEATING WATER SUPPLY HEATING WATER RETURN HEAT RECOVERY SUPPLY HEAT RECOVERY RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN LOW PRESSURE STEAM STEAM (CONDENSATE) RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT HOT GAS CONDENSATE DRAIN PUMPED CONDENSATE DRAIN RADIANT HEATING SNOWMELT ARROW IN LINE INDICATES DIRECTION OF FLOW HWS HWR HRS HRR CHWS CHWR CWS CWR LPS LPR RL RS RHG CD PCD RH AD ACCESS DOOR AFF ABOVE FINISH FLOOR AFMS AIR FLOW MEASURING STATION AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHU (AH) AIR HANDLING UNIT AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BHP BRAKE HORSE POWER BMS BUILDING MANAGEMENT SYSTEM BTU BRITISH THERMAL UNIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT CV CONSTANT VOLUME CWP CONDENSER WATER PUMP DB DRY BULB TEMPERATURE dB DECIBEL DDC DIRECT DIGITAL CONTROL DN DOWN DP DIFFERENTIAL PRESSURE DS DUCT SUMP DX DIRECT EXPANSION (E) EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE °F DEGREES FAHRENHEIT FCU (FC) FAN COIL UNIT FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HP HORSE POWER HR HOUR HZ HERTZ IN INCH I.E. INVERT ELEVATION KW KILOWATT KWH KILOWATT-HOUR LAT LEAVING AIR TEMPERATURE LBS POUNDS LF LINEAR FEET LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MERV MINIMUM EFFICIENCY REPORTING VALUE MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NPSHA NET POSITIVE SUCTION HEAD AVAILABLE NPSHR NET POSITIVE SUCTION HEAD REQUIRED OA OUTSIDE AIR P PUMP PCF POUND PER CUBIC FOOT PD PRESSURE DROP PH PHASE PPM PARTS PER MILLION PRV PRESSURE REDUCING VALVE PSI POUND PER SQUARE INCH PSIA POUND PER SQUARE INCH ABS. PSIG POUND PER SQUARE INCH GAUGE RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO SA SUPPLY AIR SP STATIC PRESSURE SQ FT SQUARE FEET TAB TESTING AND BALANCING TDH TOTAL DEVELOPED HEAD TEL TOTAL EQUIVALENT LENGTH TSP TOTAL STATIC PRESSURE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UV ULTRA VIOLET V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER (MANUAL) VFD VARIABLE FREQUENCY DRIVE VTR VENT THRU ROOF WB WET BULB TEMPERATURE WC WATER COLUMN WPD WATER PRESSURE DROP (N) NEW (E) EXISTING (F) FUTURE (REL) RELOCATED EF X DUCT TRANSITION SQUARE TO ROUND DUCT TRANSITION # ISOLATION VALVE AIRFLOW - SUPPLY AIRFLOW - RETURN OR EXHAUST MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER WITH REMOTE OPERATION FIRE DAMPER. SMOKE DAMPER. MOTORIZED CONTROL DAMPER ## @-### DEMOLITION NOTE DESIGNATION. POINT OF CONNECTION. NEW TO EXISTING AIR DEVICE DESIGNATION EXISTING DUCTWORK / PIPING TO REMAIN EXISTING DUCTWORK / PIPING TO BE REMOVED. NECK SIZE DEVICE TYPE AIRFLOW RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST AIR GRILLE SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN LINEAR SLOT DIFFUSER SYMBOLS AND DESCRIPTIONS TEMPERATURE TRANSMITTER CARBON MONIXIDE SENSOR. CARBON DIOXIDE SENSOR. INDOOR AIR QUALITY SENSOR. # FS F S M TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE TEST PORT, UNION THERMOMETER, PRESSURE GAUGE WELL, MANUAL AIR VENT STRAINER PLUG VALVE SM A 4FL/8"Ø 200 LINEAR SLOT DESIGNATION SLOT LENGTH AX-XX-H TERMINAL UNIT TAG AHU OR MAU DESIGNATION BOX DESIGNATION REHEAT DESIGNATION REB 200 REBALANCE EXISTING DIFFUSER DYNAMIC VALVE X" PIPE TYPE (XXX) XXX = GPM OF FLOW FOR PIPING PIPING NOTATION OCCUPANCY SENSOR. MECHANICAL GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. 2. ALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES, AND ALL AUTHORITIES HAVING JURISDICTION. 3. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS, AND PERFORMANCE. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL FIELD COORDINATE WITH ALL OTHER TRADES, AND SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 5. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WORK WITH ALL NEW MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL, AND STRUCTURAL MEMBERS. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, FIRE PROTECTION AND ELECTRICAL DRAWINGS. 8. INSTALL CONDENSATE DRAINS FOR ALL COOLING COILS WITH TRAP DEPTH EQUAL TO 1.5 TIMES THE UNIT'S TOTAL STATIC PRESSURE. DISCHARGE CONDENSATE TO FLOOR SINK/FLOOR DRAIN UNLESS NOTED OTHERWISE. 9. ALL ROOF WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING ROOF WARRANTY. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. 12. PROVIDE ACCESS PANELS IN HARD CEILINGS FOR ACCESS TO ALL MECHANICAL EQUIPMENT, FIRE DAMPERS, FIRE/SMOKE DAMPERS, ISOLATION VALVES, ETC. THIS SHALL INCLUDE ALL NEW MECHANICAL ITEMS REQUIRING ACCESS. 13. PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. 14. THE MECHANICAL DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE EQUIPMENT'S MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 15. INSTALL CONDENSATE DRAINS FOR ALL COOLING COILS WITH TRAP DEPTH EQUAL TO 1.5 TIMES THE UNIT'S TOTAL STATIC PRESSURE. DISCHARGE CONDENSATE TO FLOOR SINK/FLOOR DRAIN UNLESS NOTED OTHERWISE. REL 200 RELOCATE AND REBALANCE EXISTING DIFFUSER M0.1 MECHANICAL SPECIFICATIONS M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL DIAGRAMS M1.0 MAIN FLOOR PLAN - MECHANICAL M1.1 SECOND FLOOR PLAN - MECHANICAL M2.0 BIKE STORAGE - MECHANICAL 7 04 / 2 7 / 2 0 2 0 90 % C O N S T R U C T I O N D O C U M E N T 8 05 / 0 8 / 2 0 2 0 CO N S T R U C T I O N / P E R M I T M1.2 THIRD FLOOR PLAN - MECHANICAL G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT M0.0MECHANICAL INDEX, LEGEND & NOTES 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 MECHANICAL DUCT SYSTEM NOTES 1. DUCT SIZES AS INDICATED ON THE DRAWINGS ARE OUTSIDE SHEET METAL DIMENSIONS. WHERE DUCT LINER IS USED THE DUCTWORK DIMENSIONS ACCOMMODATE THE DUCT LINER. 2. CONTRACTOR SHALL CONSTRUCT AND INSTALL DUCTWORK PER SMACNA STANDARDS.. 3. EXHAUST DUCTWORK CONNECTED TO COMMERCIAL OR RESIDENTIAL DRYERS SHALL HAVE A SMOOTH INTERIOR FINISH. DUCTS SHALL NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. 4. BRANCH DUCT CONNECTIONS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK UNLESS NOTED OTHERWISE. 5. DAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED AT ALL DIFFUSER TAKEOFFS AND WHERE REQUIRED FOR PROPER BALANCING. HANDLE SHALL BE VISIBLE THROUGH INSULATION. 6.PROVIDE A MINIMUM 12” LONG RED RIBBON LOCATOR ON VOLUME DAMPER VALVE HANDLES. 7. PROVIDE ACCESS DOOR IN DUCTWORK UPSTREAM OF EACH DUCT-MOUNTED COIL, HUMIDIFIER, SMOKE DETECTOR, AND COMBINATION FIRE/SMOKE DAMPER. 8. RECTANGULAR DUCT TURNS/ELBOWS: ALL 90 DEGREE ELBOWS SHALL BE LONG RADIUS ELBOWS OR SHALL HAVE TURNING VANES CONSISTING OF SINGLE BLADE DUCT VANES WITH 2-1/2 INCH BLADE SPACING. 9. INSULATED FLEXIBLE DUCT MAY BE USED FOR THE CONNECTION TO SUPPLY AIR OUTLETS/DIFFUSERS PROVIDED THE FLEXIBLE CONNECTION DOES NOT EXCEED 6 LINEAR FEET IN LENGTH. INSTALL DUCTS FULLY EXTENDED. DO NOT INSTALL IN THE COMPRESSED STATE OR USE EXCESS LENGTH. DUCT SCHEDULE MATERIAL PRESSURE CLASS MINIMUM SMACNA SEAL CLASS SMACNA LEAKAGE CLASS FOR RECT. SMACNA LEAKAGE CLASS FOR ROUND DUCT SYSTEM NOTES SUPPLY AND RETURN DUCTS UPSTREAM AND DOWNSTREAM OF FANS WITH LESS THAN 2" ESP GALVANIZED STEEL 4-INCH WG B 24 12 ALL EXTERIOR DUCTWORK TO BE SEAL CLASS A EXHAUST DUCTS UPSTREAM AND DOWNSTREAM OF FANS WITH LESS THAN 2" ESP GALVANIZED STEEL 2-INCH WG B 24 12 COMMERCIAL OR RESIDENTIAL DRYER EXHAUST STAINLESS STEEL OR ALUMINUM ----#4 INSULATION SCHEDULE SYSTEM LINER/WRAP THICKNESS (IN) DENSITY (LBS/FT3) MINIMUM R-VALUE NOTES RECTANGULAR DUCTWORK UPSTREAM AND DOWNSTREAM OF FCU'S SUPPLY LINER 1"1.5 R-4.2 RETURN LINER 1"1.5 R-4.2 DUCTWORK IN UNCONDITIONED SPACE (VENTILATED ATTIC, BTWN ROOF AND INSULATED CEILING) SUPPLY WRAP 2"0.75 R-6 WITH FSK FACING RETURN WRAP 2"0.75 R-6 WITH FSK FACING DUCTWORK IN UNVENTILATED ATTIC (NO RA PLENUM) SUPPLY WRAP 2"0.75 R-6 WITH FSK FACING RETURN WRAP 2"0.75 R-6 WITH FSK FACING ALL OTHER SUPPLY DUCTWORK SUPPLY WRAP 1.5" 0.75 R-4.2 WITH FSK FACING TRANSFER DUCTS (AT FULL HEIGHT WALLS, RETURN BOOTS, ETC.) RETURN LINER 1"1.5 R-4.2 ALL OTHER RETURN DUCTOWRK RETURN NONE N/A N/A N/A ALL EXHAUST DUCTWORK EXHAUST NONE N/A N/A N/A MECHANICAL SPECIFICATIONS 1. GENERAL 1.1 MECHANICAL GENERAL REQUIREMENTS: 1.1.1 PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL MECHANICAL SYSTEMS. 1.1.2 DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER. 1.1.3 FIELD VERIFY ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR REMOVAL AND/OR RELOCATION OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING SYSTEMS TO ALL OTHER WORK. CONTRACTORS SHALL VERIFY OPERATIONAL CONDITION OF ALL EQUIPMENT LOCATED WITHIN THE AREA PRIOR TO BEGINNING WORK. THE CONTRACTORS SHALL PREPARE A LIST OF DEFICIENCIES FOR THE PROPERTY MANAGER/OWNER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL ALSO INCLUDE ANY ITEMS THAT WERE NOT OR COULD NOT BE VERIFIED. 1.1.4 REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. RETURN DEFECTIVE MATERIALS TO OWNER. 1.1.5 CONTRACTOR SHALL OBTAIN OWNER OR BUILDING MANAGEMENT APPROVAL BEFORE CUTTING ANY FLOOR PENETRATIONS. 1.1.6 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1.2 INSPECTION OF SITE: 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1.3 MATERIAL AND WORKMANSHIP: 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. 1.3.5 REPAIR OR REPLACE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1.4 COORDINATION: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 1.6.4 KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER. 1.8 WARRANTIES: 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ARCHITECT OR OWNER. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 1.10 ROUGH-IN: 1.10.1 COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH-IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 1.11 STRUCTURAL STEEL: 1.11.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 1.11.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 1.12 ACCESS DOORS: 1.12.1 PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER-TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.13 PENETRATIONS: 1.13.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON-SHRINK, NON-HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEALROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON-FIRE-RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.13.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE-RATED ASSEMBLIES WITH 3M # CP-25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE-RATED ASSEMBLIES. 1.13.3 SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. 1.13.4 PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. 1.13.5 PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER-TIGHT WITH SILICONE CAULK. 1. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 AIR DISTRIBUTION: 2.1.1 PROVIDE ALL SHEET METAL DUCT SYSTEMS, CONNECTIONS, DAMPERS, HOUSINGS, SHEET METAL DOORS FOR THE COMPLETE SUPPLY, RETURN, AND EXHAUST SYSTEMS. 2.1.2 ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING CODES. 2.1.3 PROVIDE ACCESS DOORS IN DUCTWORK FOR OBSERVATION AND MAINTENANCE OF ALL DAMPERS, COILS, FIRE DAMPERS, ETC. 2.1.4 METAL AND GAUGE: UNLESS SPECIFIED OTHERWISE GALVANIZED IRON SHALL BE USED THROUGHOUT, FABRICATED AND INSTALLED SO THAT NO VIBRATING OR NOISE RESULTS. SHEET STEEL SHALL BE OF THE US STANDARD GAUGE AS RECOMMENDED IN THE LATEST EDITION OF SMACNA. 2.1.5 DUCT WORKMANSHIP: ALL DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN A WORKMANLIKE MANNER. DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH NEATLY FINISHED JOINTS, AIRTIGHT, AND SHALL BE FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION. THE INTERNAL ENDS OF SLIP JOINTS SHALL BE MADE IN THE DIRECTION OF AIRFLOW. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 2.1.6 DUCT TURNS: ALL 90 DEGREE ELBOWS UP TO 18 INCHES WIDE AND ALL 45 DEGREE ELBOWS SHALL HAVE AN INSIDE RADIUS OF NOT LESS THAN ONE HALF THE WIDTH OF THE DUCT. 90 DEGREE ELBOWS WITH TURNING VANES SHALL BE USED CONSISTING OF SINGLE BLADE DUCT VANES WITH 2.5 INCH BLADE SPACING. 2.1.7 DAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED AT DIFFUSER TAKEOFFS, AND WHERE REQUIRED FOR PROPER BALANCING. HANDLE SHALL BE VISIBLE THROUGH INSULATION. 2.1.8 GRILLES, REGISTERS, AND DIFFUSERS: PROVIDE SUPPLY, RETURN, AND EXHAUST REGISTERS AND DIFFUSERS AS NOTED ON THE EQUIPMENT SCHEDULE FOR THE TYPE, SIZE, MATERIAL, AND FINISH. 2.1.7 FLEX DUCT SHALL BE OWENS-CORNING FOIL-BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEX DUCT IS NOT ACCEPTABLE. 2.2 INSULATION: 2.2.1 ALLOWABLE MANUFACTURERS: JOHNS-MANVILLE CORP. MANSON INSULATION CO. OWENS-CORNING OR APPROVED EQUAL. 2.2.1 DUCT INSULATION TO BE FIBERGLASS INSULATION, WITH VAPOR BARRIER, UL APPROVED, CLASS I AIR DUCT. 2.2.2 SEE DUCT SYSTEM NOTES AND INSULATION SCHEDULE FOR LOCATIONS AND INSULATION THICKNESSES. 2.2.3 ALL INSULATION SHALL MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE HAZARD RATINGS OF ASTM E-84, NATIONAL FIRE PROTECTION ASSOCIATION 225 AND UL 723, NOT EXCEEDING FLAME SPREAD 25 AND SMOKE DEVELOPED 50 RATINGS. 2.3 HVAC PIPING. 2.3.1 CONDENSATE EQUIPMENT DRAIN TO BE COPPER WATER TUBE, TYPE “L” HARD DRAWN, WROUGHT COPPER FITTINGS, SOLDER JOINTS, USING 95-S SOLDER. 2.3.2 PROVIDE DIELECTRIC ISOLATION AND/OR COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING. 2.3.3 BALL VALVES: 2.3.3.1LESS THAN OR EQUAL TO 3-INCH BRONZE BODY, FULL PORT CHROME PLATED BRASS/BRONZE BALL, TEFLON SEATS AND STUFFING BOX RING. BLOWOUT PROOF STEM, LEVER HANDLE AND ADJUSTABLE BALANCING MEMORY STOPS, SOLDER OR THREADED ENDS. PROVIDE EXTENDED STEMS FOR INSULATED PIPING. 2.4 TESTING, ADJUSTING, AND BALANCING: 2.4.1 SUBMIT TEST REPORTS FOR TESTING, ADJUSTING, AND BALANCING. 2.4.2 TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB OR AABC PROCEDURAL STANDARDS. 2.4.3 BEFORE COMMENCING WORK, VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE, WITH CLEAN FILTERS. 2.4.4 PROMPTLY REPORT ABNORMAL CONDITIONS IN MECHANICAL SYSTEMS OR CONDITIONS WHICH PREVENT SYSTEM BALANCE. 2.4.5 ADJUSTING AND BALANCING: 2.4.5.1ADJUST AIR HANDLING SYSTEM TO WITHIN 10 PERCENT FROM INDICATED FIGURES. 2.4.5.2 RECORDED DATA SHALL REPRESENT MEASURED OR OBSERVED INITIAL CONDITION AND CONDITION AFTER BALANCING. 2.4.5.3PERMANENTLY MARK SETTINGS OF DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED. 2.4.5.4LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESSORY DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. 2.5 CONTROLS: 2.5.1 PROVIDE STAND ALONE PROGRAMMABLE CONTROL. 2.6 ELECTRICAL: 2.6.1 LOW VOLTAGE WIRING - ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID. 2.6.2 POWER WIRING - ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 2.7 GAS PIPING: 2.7.1 SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT-OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST-PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.7.2 TREATED WOOD BLOCKING 6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAG SCREWS, AND RUBBER WALKPAD ADHERED TO ROOF. 2.8 MECHANICAL CONTRACTOR RESPONSIBILITIES: 2.8.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT M0.1MECHANICAL SPECIFICATIONS 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT M0.2MECHANICAL SCHEDULES 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 HWR HWS FAN COIL UNIT HOT WATER HEATER 1 M0.3N.T.S.HOT WATER PIPING SCHEMATIC NOTES: 1. FOR DUCTS OVER 48" WIDE, BOTTOM SHALL BE ANGLE BRACED. FOR CROSS SECTION AREA GREATER THAN 8 SQUARE FEET, DUCT SHALL BE ANGLE BRACED ON ALL FOUR SIDES. 2. SUPPORTS SHALL BE SPACED AND SIZED PER SMACNA STANDARDS. 3. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 60" MAXIMUM OVER 60" 1" GALVANIZED HANGER THREADED HANGER ROD HANGER STRAP UNISTRUT OR ANGLE IRON DUCT DUCT HANGER SUPPORT 2 M0.3N.T.S. CEILING DIFFUSER INSTALLATION DIFFUSER / REGISTER INSULATED SQUARE TO ROUND ADAPTER WHERE REQUIRED EQUAL TO OR GREATER THAN DIAMETER OF FLEXIBLE DUCT MAXIMUM 6'-0" LONG FLEXIBLE DUCT (TYP.) STAINLESS STEEL BAND OR NYLON STRAP (TYP.) MIN 3" WIDE SHEET METAL STRAP NOTES: 1. EXHAUST AIR REGISTERS SIMILAR WITH RIGID DUCT IN LIEU OF FLEX. 2. FOR CEILING SPACES WITHOUT CLEARANCE FOR PROPER BEND AT FLEX DUCT, PROVIDE FULL SIZE INSULATED SHEET METAL ELBOW WITH TURNING VANES FOR SIDE CONNECTION TO DUCTWORK. PITCH TO OUTSIDE ACCESS DOOR HALF HEIGHT OF DUCT, 12"x12" MINIMUM (UNLESS OTHERWISE SHOWN ON PLANS) INSULATE ALL EXPOSED PARTS OF LOUVER PLENUM WITH 2" RIGID BOARD INSULATION IF ASSOCIATED DUCTWORK IS INSULATED NOTES: 1. WHEN 'D' IS OVER 24" AND IF HEIGHT IS GREATER THAN 5'-0", PROVIDE 3/4" DRAIN WITH TRAP AT 5 FEET CENTERS, 6" FROM LOUVER. CAULK ALL AROUND LOUVER BLANK-OFF ALL UNUSED LOUVER AREA WITH 2" RIGID BOARD INSULATION 1/2" BIRDSCREEN SEAL AND CAULK ALL AROUND LOUVER CONNECTION GRILLE AND B.D.D. EXHAUST AIR FAN C/W INTEGRAL AND COUNTER FLASHING FLEX ROOF CURB C/W FLASHING ROOF CEILING EXTERNAL THERMAL INSULATION MIN. 450mm (18") NOTES: 1. REFER TO FAN SCHEDULE FOR CONTROL. CEILING MOUNTED EXHAUST FAN 3 M0.3N.T.S. 4 M0.3N.T.S. 5 M0.3N.T.S. WATER SUPPLY TO HOT WATER HEATER HOT WATER SUPPLY TO HOUSE FLEXIBLE CONNECTION LINED DUCT PER DUCT SYSTEM NOTES, TRANSITION TO SIZE INDICATED ON PLANS SEE FCU PIPING DIAGRAM FOR PIPING CONNECTION RETURN AIR CONNECTION AND ACCESS FROM BOTTOM OF UNIT SEE FLOOR PLANS FOR CONDENSATE DRAIN CONNECTION SUSPENDED FAN COIL HANGER (TYP.) 6 M0.3N.T.S. G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT M0.3MECHANICAL DIAGRAMS 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G C 8"Ø 180 A 12x10 300 A 8x6 130 C 340 A 6x6 90 A 10x6 190 C 8"Ø 180 A 6x6 90 A 12x8 240 C 10"Ø 300 C 8"Ø 170C8"Ø 210 C 8"Ø 180 A 10x6 190 C 10"Ø 340 A 6x6 90 C 8"Ø 160 C 8"Ø 110 A 12x6 220 A 6x6 80 C 10"Ø 280 C 10"Ø 280 C 10"Ø 320 10"Ø EF 2 EF 2 EF 1 FCU 4FCU 2 EF 1 EF 2 EF 1 FCU 1FCU 2 FCU 3 EF 1 EF 2 EF 2 EF 1 EF 2 EBH 1 1 2 3 4 4 FCU-4 FCU-2 FCU-3 FCU-2 FCU-1 5 5 5 5 53 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 26X10 (1" LNR) 22X10 20X10 (1" LNR) 16X10 18X10 (1" LNR) 14X10 20X10 (1" LNR) 16X10 28X10 (1" LNR) 24X10 EWH 1 B 24x16 HI/LO RA B 24x16 HI/LO RA B 18x12 HI/LO RA B 18x12 B 18x12 HI/LO RA 4 4 4 2 8 1 1 3 2 1B12x8 B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 B 12x8 B 12x8 8 9 6 6 CU 1 CU 2 CU 3 CU 4CU 1 CU 1 CU 2 CU 2 CU 2 CU 2 CU 2 CU 3 CU 4 7 7 7 7 7 22X10 16X10 14X10 16X10 24X10 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# 1. X-VENT SINGLE HORIZONTAL EXHAUST LOUVER FOR 6" BATHROOM EXHAUST CONNECTION. PROVIDE BACKDRAFT DAMPER. RADIATION DAMPER AT FAN, SEE FAN SCHEDULE. TYPICAL. 2. X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 6" CONNECTIONS FOR BATHROOM EXHAUST CONNECTION. PROVIDE GRAVITY BACKDRAFT DAMPERS FOR BOTH CONNECTIONS. RADIATION DAMPER AT FAN, SEE FAN SCHEDULE. TYPICAL. 3. X-VENT SINGLE HORIZONTAL EXHAUST LOUVER FOR 4" DRYER EXHAUST CONNECTION. TYPICAL. 4. DUCTWORK SHALL ROUTE UP INTO THE TRUSS SPACE, ABOVE RATED CEILING. INSTALL RADIATION DAMPER AT DIFFUSER (LLOYD CRD-50 AND CRD-55) FOR ALL DUCTWORK OUTSIDE OF SOFFITS. TYPICAL. 5. WATER HEATER COMBUSTION AIR AND FLUE THROUGH EXTERIOR WALL WITH CONCENTRIC TERMINATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 6. 8" HOOD EA DUCT TO EXTERIOR OF BUILDING, TERMINATE WITH X-VENT SINGLE HORIZONTAL EXHAUST LOUVER. 7. ROUTE 3/4" CONDENSATE DRAIN FROM FCU COOLING COIL TO NEAREST LAV P-TRAP WITH AIR GAP. 8. X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 8" HOOD EXHAUST CONNECTION AND 4" DRYER EXHAUST CONNECTION. 9. X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 8" HOOD EXHAUST CONNECTION AND 6" BATHROOM EXHAUST CONNECTION. SCALE: MAIN FLOOR PLAN - MECHANICAL 1/8" = 1'-0" M1.0MAIN FLOOR PLAN - MECHANICAL 1 M1.0 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G C 8"Ø 180 A 12x10 300 A 8x6 130 C 340 A 6x6 90 A 10x6 190 C 8"Ø 180 A 6x6 90 A 12x8 240 C 10"Ø 300 C 8"Ø 170C8"Ø 210 C 8"Ø 180 A 10x6 190 C 10"Ø 340 A 6x6 90 C 8"Ø 160 C 8"Ø 110 A 12x6 220 A 6x6 80 C 10"Ø 280 C 10"Ø 280 C 10"Ø 320 10"Ø EF 2 EF 2 EF 1 FCU 4FCU 2 EF 1 EF 2 EF 1 FCU 1 FCU 2 FCU 3 EF 1 EF 2 EF 2 EF 1 EF 2 EBH 1 2 3 4 4 FCU-4FCU-2 FCU-3 FCU-2 FCU-1 KITCHEN EXHAUST HOOD, BY OTHERS TYPICAL. 5 5 5 5 51 6 6 7 7 5 8 8 11 11 11 EBH 1 EBH 1EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 26X10 (1" LNR) 22X10 20X10 (1" LNR) 16X10 18X10 (1" LNR) 14X10 20X10 (1" LNR) 16X10 28X10 (1" LNR) 24X10 B 24x16 HI/LO RA B 24x16 HI/LO RA B 18x12 HI/LO RA B 18x12 B 18x12 HI/LO RA 4 4 4 12 12 2B12x8 B 12x8 HI/LO RA B 12x8 B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 B 12x8 HI/LO RA B 12x8B12x8 B 12x8 10 9 9 9 9 9 22X10 16X10 14X10 16X10 24X10 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# M1.1SECOND FLOOR PLAN - MECHANICAL 1. X-VENT SINGLE HORIZONTAL EXHAUST LOUVER FOR 6" BATHROOM EXHAUST CONNECTION. PROVIDE BACKDRAFT DAMPER. RADIATION DAMPER AT FAN, SEE FAN SCHEDULE. TYPICAL. 2. X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 6" CONNECTIONS FOR BATHROOM EXHAUST CONNECTION. PROVIDE GRAVITY BACKDRAFT DAMPERS FOR BOTH CONNECTIONS. RADIATION DAMPER AT FAN, SEE FAN SCHEDULE. TYPICAL. 3. X-VENT SINGLE HORIZONTAL EXHAUST LOUVER FOR 4" DRYER EXHAUST CONNECTION. TYPICAL. 4. DUCTWORK SHALL ROUTE UP INTO THE TRUSS SPACE, ABOVE RATED CEILING. INSTALL RADIATION DAMPER AT DIFFUSER (LLOYD CRD-50 AND CRD-55) FOR ALL DUCTWORK OUTSIDE OF SOFFITS. TYPICAL. 5. 6" DIA. EXHAUST DUCT THROUGH ROOF, TERMINATE WITH GOOSENECK. SEE FAN SCHEDULE FOR RADIATION DAMPER. 6. 4" DIA. DRYER EXHAUST THROUGH ROOF, TERMINATE WITH GOOSENECK. 7. 8" DIA. KITCHEN HOOD EXHAUST UP THROUGH ROOF, TERMINATE WITH GOOSENECK. 8. WATER HEATER COMBUSTION AIR AND FLUE UP THROUGH ROOF WITH CONCENTRIC TERMINATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 9. ROUTE 3/4" CONDENSATE DRAIN FROM FCU COOLING COIL TO NEAREST LAV P-TRAP WITH AIR GAP. 10. 8" HOOD EA DUCT TO EXTERIOR OF BUILDING, TERMINATE WITH X-VENT SINGLE HORIZONTAL EXHAUST LOUVER. 11. WATER HEATER COMBUSTION AIR AND FLUE UP THROUGH EXTERIOR WALL WITH CONCENTRIC TERMINATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 12. X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 8" HOOD EXHAUST CONNECTION AND 4" DRYER EXHAUST CONNECTION. SCALE: SECOND FLOOR PLAN - MECHANICAL 1/8" = 1'-0" 1 M1.1 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G C 8"Ø 180 A 12x10 300 A 8x6 130 C 340 A 6x6 90 A 10x6 190 C 8"Ø 180 C 8"Ø 180 A 10x6 190 C 10"Ø 340 10"Ø FCU 2 EF 1 EF 2 EF 1 FCU 1 FCU 2 EF 1 EF 2 EBH 1 4 FCU-2 FCU-2 FCU-1 KITCHEN EXHAUST HOOD, BY OTHERS TYPICAL. 1 1 1 1 1 2 2 2 3 3 3 5 5 5 EBH 1 EBH 1 EBH 1 EBH 1 20X10 (1" LNR) 16X10 18X10 (1" LNR) 14X10 20X10 (1" LNR) 16X10 A 6x6 90 A 6x6 90 B 18x12 HI/LO RA B 18x12 B 18x12 HI/LO RA 4 4 B 12x8 HI/LO RA B 12x8 B 12x8 HI/LO RA B 12x8 HI/LO RA B 12x8 6 6 6 16X10 14X10 16X10 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# M1.2THIRD FLOOR PLAN - MECHANICAL 1. 6" DIA. EXHAUST DUCT THROUGH ROOF, TERMINATE WITH GOOSENECK. SEE FAN SCHEDULE FOR RADIATION DAMPER. 2. 4" DIA. DRYER EXHAUST THROUGH ROOF, TERMINATE WITH GOOSENECK. 3. 8" DIA. KITCHEN HOOD EXHAUST UP THROUGH ROOF, TERMINATE WITH GOOSENECK. 4. DUCTWORK SHALL ROUTE UP INTO THE TRUSS SPACE, ABOVE RATED CEILING. INSTALL RADIATION DAMPER AT DIFFUSER (LLOYD CRD-50 AND CRD-55) FOR ALL DUCTWORK OUTSIDE OF SOFFITS. TYPICAL. 5. WATER HEATER COMBUSTION AIR AND FLUE UP THROUGH ROOF WITH CONCENTRIC TERMINATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 6. ROUTE 3/4" CONDENSATE DRAIN FROM FCU COOLING COIL TO NEAREST LAV P-TRAP WITH AIR GAP. SCALE: THIRD FLOOR PLAN - MECHANICAL 1/8" = 1'-0" 1 M1.2 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 SHEET NUMBER SHEET TITLE PLUMBING DRAWING INDEX TOTAL:9 03 / 0 3 / 2 0 2 0 DE S I G N D E V E L O P M E N T ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION SECTION REFERENCE NUMBER. SECTION SHEET NUMBER WORK NOTE DESIGNATION. EQUIPMENT DESIGNATION. PIPE ANCHOR,ALIGNMENT GUIDE CHECK VALVE PIPE CAP, BLIND FLANGE PIPE DOWN AND PIPE TEE DOWN PIPE UP AND PIPE TEE UP PRESSURE REDUCING VALVE BALANCING VALVE ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT. PLUMBING LEGEND ABBREVIATIONS PIPING DESIGNATIONS AND FITTINGS COMPRESSED AIR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION DOMESTIC NON-POTBALE WATER DOMESTIC SOFT COLD WATER DOMESTIC SOFT HOT WATER EXISTING DOMESTIC WATER EXISTING SANITARY GAS PIPING ABOVE GRADE SANITARY BELOW GRADE SANITARY GREASE SANITARY SS - COMBINATION WASTE AND VENT VENT CIRCUIT VENT STORM DRAIN PIPING ABOVE GRADE STORM DRAIN PIPING BELOW GRADE OVERFLOW STORM DRAIN PIPING CA CW HW HWC NP SCW SHW G SS SS SD AD ACCESS DOOR AFF ABOVE FINISH FLOOR AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BOP BOTTOM OF PIPE BHP BRAKE HORSE POWER BMS BUILDING MANAGEMENT SYSTEM BTU BRITISH THERMAL UNIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CP CONDENSATE PUMP DN DOWN (E) EXISTING ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE °F DEGREES FAHRENHEIT FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FM FORCED MAIN GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HP HORSE POWER HR HOUR HZ HERTZ IN INCH I.E. INVERT ELEVATION KW KILOWATT KWH KILOWATT-HOUR LBS POUNDS LF LINEAR FEET LWT LEAVING WATER TEMPERATURE MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NPSHA NET POSITIVE SUCTION HEAD AVAILABLE NPSHR NET POSITIVE SUCTION HEAD REQUIRED P PUMP PCF POUND PER CUBIC FOOT PD PRESSURE DROP PH PHASE PRV PRESSURE REDUCING VALVE PSI POUND PER SQUARE INCH PSIA POUND PER SQUARE INCH ABS. PSIG POUND PER SQUARE INCH GAUGE RPM REVOLUTIONS PER MINUTE SQ FT SQUARE FEET TAB TESTING AND BALANCING TDH TOTAL DEVELOPED HEAD TEL TOTAL EQUIVALENT LENGTH TYP TYPICAL UNO UNLESS NOTED OTHERWISE UV ULTRA VIOLET V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER (MANUAL) VFD VARIABLE FREQUENCY DRIVE VTR VENT THRU ROOF WC WATER COLUMN WH WATER HEATER (N) NEW (E) EXISTING (F) FUTURE (R) RELOCATED WH X # ISOLATION VALVE ## @-### DEMOLITION NOTE DESIGNATION. POINT OF CONNECTION. NEW TO EXISTING EXISTING PIPING TO REMAIN EXISTING PIPING TO BE REMOVED. SYMBOLS AND DESCRIPTIONS # TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE TEST PORT, UNION THERMOMETER, PRESSURE GAUGE WELL, MANUAL AIR VENT STRAINER PLUG VALVE X" PIPE TYPE (XXX) XXX = FIXTURE UNITS FOR WATER AND SANITARY PIPING XXX = GPM OF FLOW FOR HWC PIPING XXX = MBH CONNECTED LOAD FOR GAS PIPING XXX, XX = ROOF AREA IN SQFT. AND GPM FOR STORM PIPING PIPING NOTATION SD OSD GSS CWV V CV DYNAMIC VALVE FLOOR SINK FLOOR DRAIN FROST PROOF WALL HYDRANT HOSE BIB CLEANOUT, WALL (WCO) CLEANOUT, FINISH FLOOR (FCO) CLEANOUT, PLUG (CO) FPWH HB SPRINKLER HEAD DOWNSPOUT (DS) ROOF DRAIN (RD), OVERFLOW ROOF DRAIN (ORD) FIXTURE SUPPORT (WALL CARRIER) P0.0 PLUMBING GENERAL NOTES, LEGENDS AND INDEX P0.1 PLUMBING SCHEDULES 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 DESIGN DATA PIPING SYSTEM NOTES 1. ALL NEW COLD, HOT AND HOT WATER CIRC WATER PIPING SHALL BE COPPER OR PEX. 1.1. COPPER SHALL BE TYPE "L" HARD DRAWN COPPER CONFIRMING TO LEAD-FREE STANDARDS WITH CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE USING ONLY LEAD FREE SOLDER. 1.2. PEX-A PLASTIC PIPING SHALL BE ACCORDING TO ASTM F 876 2. PROVIDE 1 1/2" FIBERGLASS INSULATION ON ALL HOT AND HOT WATER CIRC PIPING. CW PIPING DOES NOT REQUIRE INSULATION. 3. PIPE INSULATION SHALL BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION WITH WHITE SELF-SEALING FLAME RETARDANT VAPOR BARRIER JACKET. ALL VALVES AND FITTINGS SHALL BE INSULATED. 4. PROVIDE CALCIUM SILICATE INSERT AT ALL HANGER LOCATIONS. PROVIDE INSULATION SHIELDS AT ALL HANGERS WITH HANGERS LOCATED UNDER THE INSULATION AND NOT IN CONTACT WITH THE PIPING. 5. PROVIDE PIPE MARKERS AND FLOW ARROWS FOR ALL PIPING. 6. ALL SANITARY PIPING SHALL BE SCHEDULE 40 PVC. 7. ABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. BELOW GRADE GAS PIPING SHALL BE POLYETHENE PIPING WITH SOCKET FUSION FITTINGS. 8. UPON THE COMPLETION OF THE DOMESTIC WATER SUPPLY SYSTEM PIPING SHALL BE TESTED AND PROVED AIR TIGHT UNDER A WATER PRESSURE TEST NOT LESS THAN THE WORKING PRESSURE OF THE SYSTEM, OR, FOR PIPING SYSTEMS EXCLUDING PLASTIC PIPE, BY AN AIR TEST OF NOT LESS THAN 50 PSIG. PIPING SHALL HOLD PRESSURE FOR A MINIMUM ONE (1) HOUR. 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. 2. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS, AND PERFORMANCE. 3. ALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES, AND ALL AUTHORITIES HAVING JURISDICTION. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL PROVIDE FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 5. CONTRACTOR SHALL CLOSELY COORDINATE NEW PLUMBING WORK WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL, AND STRUCTURAL MEMBERS. RELOCATE EXISTING MECHANICAL, PLUMBING AND FIRE PROTECTION WORK AS REQUIRED TO ACCOMMODATE ALL NEW WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM, LOW VOLTAGE, A/V, ETC. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION UNLESS SPECIFICALLY DIRECTED OTHERWISE. 8. THE PLUMBING DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE EQUIPMENT'S MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 9. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES AT THE SITE PRIOR TO THE INSTALLATION OF ANY PIPING SYSTEMS. 10.ALL SANITARY SEWER PIPING 3” AND LARGER SHALL SLOPE AT 1% OR 1/8” PER FOOT, UNLESS NOTED OTHERWISE. ALL SANITARY SEWER PIPING 2” AND SMALLER SHALL SLOPE AT 2% OR 1/4” PER FOOT. 11.ALL STORM DRAIN PIPING SHALL SLOPE AT 1% OR 1/8” PER FOOT, UNLESS NOTED OTHERWISE. 12. ALL WALL AND FLOOR CLEAN OUTS, SERVING 4” AND SMALLER, SHALL BE THE SAME SIZE AS THE PIPING SYSTEM THEY SERVE. CLEAN OUTS SERVING 5” AND 6” PIPE SYSTEMS SHALL BE 4”. CLEAN OUTS SERVING 8” PIPING SYSTEMS SHALL BE 6”. CLEAN OUTS SERVING, 10” AND LARGER, SHALL BE 8”. 13.ALL ROOF WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING ROOF WARRANTY. 14.PROVIDE TEMPERING VALVES FOR ALL LAVATORIES AND HAND WASHING SINKS. TEMPERING VALVES SHALL CONFORM WITH ASSE 1070 (POWERS MODEL LFG480 OR EQUIVALENT). 15.PROVIDE WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES WITH ISOLATION VALVE AND WITH ACCESS OR ACCESS PANEL. 16.ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED VACUUM BREAKER. IE: HOSE BIBS, WALL HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS, ETC. 17.PROVIDE ACCESS PANELS IN HARD CEILINGS AND WALLS FOR ACCESS TO ALL PLUMBING EQUIPMENT, ISOLATION VALVES, ETC. THIS SHALL INCLUDE ALL NEW AND EXISTING PLUMBING ITEMS REQUIRING ACCESS. 18.FURNISH AND INSTALL WATTS SD-3 BACKFLOW PREVENTION DEVICE FOR ALL COFFEE URNS AND TEA DISPENSERS. 19.COORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CONCRETE EQUIPMENT PADS. 20. PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. PLUMBING GENERAL NOTES P1.0 PLUMBING SITE PLAN P2.0 OVERALL WATER AND GAS PLANS 10 04 / 2 7 / 2 0 2 0 90 % R E V I E W S U B M I T T A L P0.2 PLUMBING DIAGRAMS P2.1 MAIN LEVEL OVERALL SANITARY AND VENT PLAN P2.2 ENLARGED PLUMBING FLOOR PLANS P2.3 ENLARGED PLUMBING FLOOR PLANS P2.4 ENLARGED PLUMBING FLOOR PLANS P2.5 ENLARGED PLUMBING FLOOR PLANS 10 05 / 0 8 / 2 0 2 0 CO N S T R U C T I O N / P E R M I T 1 08 / 0 3 / 2 0 2 0 PL A N R E V I E W C O M M E N T S 13 P3.0 ISOMETRIC PLUMBING PLANS P3.1 ISOMETRIC PLUMBING PLANS P3.2 ISOMETRIC PLUMBING PLANS P3.3 ISOMETRIC PLUMBING PLANS G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P0.0PLUMBING GENERAL NOTES, LEGENDS AND INDEX 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P0.1PLUMBING SCHEDULES 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 GAS APPLIANCE CONNECTION DIAGRAM 1N.TS. GAS BALL SHUT-OFF VALVE DIRT LEG FULL SIZE X 6" LONG GAS EQUIPMENT UNION GAS PIPING NOTES: 1. REFERENCE PLANS FOR LOCATION AND SIZE OF TRANSFER AIR DUCTS. CLEANOUT DETAIL END OF SERVICE LINE. 0'-10" WYE. 4" PVC. 10'-0" MIN.EXPANSION JOINT MATERIAL. CONCRETE SUPPORT PAD. PVC PIPE STUB. ADAPTER. FITTING GLEANOUT THREADED PLUG. SEE SECTION DETAIL AT RIGHT. NEENAH R-1976 OR CLEANOUT COVER & FRAME APPROVED EQUAL. BALANCE PIPING SAME AS CLEANOUT GRADE 1/8"C.I. BEND CHROME WALLCOVER AND PLUGGED TEE WITH CLEANOUT FINISHED FLOOR SCREW WALL *NOTE: LOCATE CLEANOUTS WHERE THERE IS 18" CLEARANCE AROUND. VENT THROUGH ROOF DETAIL ROOF INSULATION PLUMBING CONTRACTOR OF VENT THRU ROOF IS BY TO COORDINATE INSTALL. ROOFING CONTRACTOR. FLASHING AND COUNTERFLASHING ROOF DECK REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR A MINIMUM OF 3'-0" FROM PROPERTY LINES, 10'-0" HORIZONTALLY OR 3'-0" VERTICALLY ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKES, 1'-0" FROM ANY VERTICAL SURFACE, 5'-0" FROM PARAPETS, AND 1'-6" FROM EXPANSION JOINTS, EQUIPMENT CURBS, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. ANCHOR PIPE TO ROOF DECK WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO ROOF DECK OR JOIST. MINIMUM 12" BELOW ROOF NO-HUB PIPE CONNECTORS ON CAST IRON PIPE OR BELL AND SPIGOT IF PVC. PROVIDE PIPE INCREASER IF/WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET. FINISHED GRADE. PROVIDE 18"x8"x6" DEEP CLEANOUT ACCESS COVER (TYP). C.I. CLEANOUT FERRULE AND PLUG (TYP). SS PIPING. RE: PLANS FOR SIZE FLOW 3N.TS.5N.TS. WALL CLEANOUT DIAGRAM 2N.TS.DOMESTIC WATER ENTRY DOUBLE CLEANOUT TO GRADE 4N.TS.6N.TS. CHG Gas Domestic Cold Water CondensateDomestic Hot Water 7N.TS.TANKLESS WATER HEATER ISOLATION VALVE SEE PLANS FOR SIZE REDUCED PRESSURE BACKFLOW PREVENTER AS SCHEDULED FLOOR STAND (MIN, 24" AFF, MAX 48" AFF) 2" CW TO DOMESTIC WATER SYSTEM EXTERIOR WALL FINISHED FLOOR DRAIN LINE FULL SIZE OF AIR GAP, DISCHARGE TO DSN. FIXED AIR GAP THRUST BLOCK ANCHOR PIPING TO FLOOR AND SLEEVE THROUGH FLOOR FINISHED GRADE DSN-1 BACKWATER VALVE WATER METER WATER MAIN TAP WATER MAIN 1 1/2" CW 1 1/2" CW REFER TO CIVIL DRAWINGS FOR EXACT WORK REQUIRED G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P0.2PLUMBING DIAGRAMS 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 10 11 10 11 1 2 3 4 5 6 7 8 9 10 UP DN 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 UP 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 U P 18 R I S E R S ( 6 2 7 / 3 2 " ) FF= 5020.70 FF= 5021.70 FF= 5020.70 FF= 5019.70 F F = 5 0 2 4 . 5 0 FF= 5019.70 F F = 5 0 2 2 . 5 0 FF = 5 0 2 3 . 5 0 F F = 5 0 2 1 . 5 0 C O N C R E T E P A T I O F F = 5 0 2 1 . 5 0 C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O CONCRETE PATIO CONCRETE PATIO CONCRETE ENTRY CONCRETE ENTRY C O C O CO CO GAS METERS GAS METERS 6" SS 6" SS 6" SS 1 1/2" CW 1 1 1 NORTH BUILDING SOUTH BUILDING 1 1/2" CW 1 FPWH-1 STORAGE BUILDING 3/4" CW 6" F1 6" F 1 2 GRILL 4 3/4" G (7"WC, 60)3 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT PLUMBING SITE PLAN P1.0 SCALE: 1 P1.0 PLUMBING SITE PLAN 1/16" = 1'-0" WORK NOTES:# 1. RE: CIVIL DRAWINGS FOR CONTINUATION. 2. 3/4" CW FROM WATER ENTRY ROOM , BELOW GRADE, TO STORAGE BUILDING. 3. 3/4" G CONTINUED TO GAS METER BANK LOCATION. RE: CIVIL DRAWINGS FOR ROUTING. 4. PROVIDE ISOLATION VALVE AND 1 HOUR TIMER FOR AUTOMATIC SHUT-OFF AT CONNECTION TO GRILL. COORDINATE WITH GRILL SUPPLIER FOR EXACT CONNECTION REQUIREMENTS. 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 1 P2.2 1 P2.3 1 P2.4 1 P2.3 1 P2.5 2" CW (173)2" CW (138)1 1/2" CW (99)1 1/4" CW (74)1" CW (35) 1" C W ( 3 5 ) 1 1 / 4 " C W ( 3 9 ) 1" C W ( 2 5 ) 1 1 / 4 " C W ( 3 9 ) 1 2 3 2 3 2 4 4 4 4 4 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 1 1/4" G (7"WC, 199) 5 6 7 6 7 6 7 6 7 6 7 FPWH-1 3/4" CW 3/4" CW FPWH-1 FPWH-1 3/4" CW FPWH-1 3/4" CW 3/4" G (7"WC, 60) 8 9 4 4 2 2 4 4 2 4 6 6 7 6 7 6 7 6 4 4 46 6 6 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# 1. 2" CW FROM WATER ENTRY ROOM. 2. 1" CW UP 3. 1 1/4" CW UP. 4. PROVIDE 1" CW TO UNIT. REFER TO ENLARGED PLANS FOR CONTINUATION. 5. GAS METER BANK LOCATION. PROVIDE A TOTAL OF 13 GAS METERS, 1 GAS METER PER CONDO UNIT. COORDINATE WITH GAS SERVICE PROVIDER FOR METER BANK INSTALLATION REQUIREMENTS. EACH GAS METER SHALL BE SIZED FOR 199 MBH (261 CFH) WITH A DISCHARGE PRESSURE OF 7" WC. 6. PROVIDE 1 1/4" G TO UNIT. REFER TO ENLARGED PLANS FOR CONTINUATION. 7. 1 1/4" G UP. 8. HOUSE GAS METER. METER SHALL BE SIZED FOR 60 MBH (79 CFH) WITH A DISCHARGE PRESSURE OF 7" WC. 9. 3/4" GAS CONTINUED TO GRILL. RE: CIVIL DRAWINGS FOR ROUTING. P2.0OVERALL WATER AND GAS PLANS SCALE: 1/8" = 1'-0" MAIN LEVEL PLAN - WATER AND GAS1 P2.0 SCALE: 1/8" = 1'-0" SECOND FLOOR - WATER AND GAS2 P2.0 SCALE: 1/8" = 1'-0" THIRD FLOOR - WATER AND GAS3 P2.0 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 986473521 2 P2.2 2 P2.3 2 P2.4 2 P2.3 2 P2.5 2" SS 4" SS 4" SS 4" SS 2" SS 4" SS 2" SS 3" SS 2" SS 4" SS 4" SS4" SS 6" S S 6" COTG-1 6" SS 6" COTG-1 6" SS 4" SS 3" S S 2" S S 2" S S 2" S S 4" S S 2" S S 4" SS6" S S 4" SS 4" SS 4" SS 4" FD-1 1 3 3 3 2 1 1 3 1 3 2 1 1 3 1 3 1 4 4 I.E. = 90'-0" I.E. = 90'-0" 5 5 5 5 5 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# 1. 2" SS FROM ABOVE. 2. 3" SS FROM ABOVE 3. 4" SS FROM ABOVE. 4. RE: CIVIL DRAWINGS FOR CONTINUATION. 5. 4" PVC RADON RISER UP. PROVIDE PIPE OPEN ENDED BELOW GRADE. TERMINATE THROUGH ROOF WITH VENT CAP. P2.1MAIN LEVEL OVERALL SANITARY AND VENT PLAN SCALE: 1/8" = 1'-0" MAIN FLOOR PLAN - SANITARY AND VENT1 P2.1 GENERAL NOTES: 1. INVERT ELEVATIONS BASED ON AN ARCHITECTURAL MAIN LEVEL FINISHED FLOOR OF 100'-0". 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 S-1 SH-1 WC-1L-1 DWH 1 WC-1 L-1 SH-2 L-1 WC-1 BT-1 WB-1 3" SS3" SS 3" S S 3" SS 2" FD-1 2" S S 1 1 / 2 " V 2" V 3" SS 3" SS 3" SS AAV-1 1 2 3 1 7 7 AAV-1 AAV-1 8 8 S-1 SH-1 WC-1L-1 DWH 1 WC-1 L-1 SH-2 L-1 WC-1 BT-1 WB-1 IMB-1 1" CW 1" C W 3/ 4 " C W 3/4" CW 3/4" CW 3/ 4 " C W 3/ 4 " H W 3/ 4 " H W 3/ 4 " H W 3/4" HW 3/4" HW 3/4" HW 3/4" CW 3/ 4 " C W 3/4" CW 3/4" CW 1 1/4" G 4 1/ 2 " H W 1/ 2 " C W 5 6 ET 1 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P2.2ENLARGED PLUMBING FLOOR PLANS SCALE: ENLARGED THREE BEDROOM PLAN - SANITARY AND VENT SCALE: 1/4" = 1'-0" ENLARGED THREE BEDROOM PLAN - WATER AND GAS 2 P2.2 1 P2.2 1/4" = 1'-0" WORK NOTES:# 1. 3" SS DOWN. 2. 2" V UP TO FLOOR ABOVE (LOWER FLOORS ONLY). 2" VENT UP TO 3" VTR (TOP FLOORS ONLY). 3. 2" SS DOWN. 4. 1/2" CW AND HW DOWN WALL. ROUTE 1/2" CW AND HW TO SINK AND 1/2" HW TO DISHWASHER WITHIN CABINETRY. 5. WATER SUBMETER. PROVIDE SENSUS iPEARL WITH REMOTE DIGITAL READING CAPABILITIES OR EQUIVALENT. 6. 1/2" CW AND HW STACKED. 7. 2" V UP TO 3" VTR (TOP FLOOR ONLY). 8. AAV PROVIDED ON LOWER FLOORS ONLY. 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 BT-1 SH-1 WC-1L-1 L-1 WC-1 BT-1 SH-1 WC-1L-1 DWH 1 S-1 IMB-1 WB-1 1" CW 1" C W 3/ 4 " C W 1" C W 3/ 4 " C W 3/ 4 " H W 3/4" CW 3/4" HW 3/4" CW 3/4" HW 3/4" CW 3/4" HW 1 1/4" G 4 3/4" CW 3/4" CW 1/2" CW 1/2" HW 5 ET 1 L-1 WC-1 BT-1 SH-1 WC-1L-1 DWH 1 S-1 WB-1 AAV-1 2" FD-1 2" S S 1 1 / 2 " V 3" SS 3" SS 3" SS 12 21 3 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P2.3ENLARGED PLUMBING FLOOR PLANS SCALE: ENLARGED TWO BEDROOM PLAN - SANITARY AND VENT SCALE: 1/4" = 1'-0" ENLARGED TWO BEDROOM PLAN - WATER AND GAS 2 P2.3 1 P2.3 1/4" = 1'-0" WORK NOTES:# 1. 3" SS DOWN. 2. 2" V UP TO FLOOR ABOVE (LOWER FLOORS ONLY). 2" VENT UP TO 3" VTR (TOP FLOORS ONLY). 3. 2" SS DOWN. 4. WATER SUBMETER. PROVIDE SENSUS iPEARL WITH REMOTE DIGITAL READING CAPABILITIES OR EQUIVALENT. 5. ROUTE 1/2" CW AND HW DOWN WALL. PROVIDE 1/2" CW AND HW TO SINK AND 1/2" HW TO DISHWASHER. 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 L-1 WC-1 BT-1 S-1 DWH 1 1" CW 3/ 4 " C W 3/ 4 " C W 3/4" CW 3/4" HW 3/ 4 " H W 3/ 4 " H W 3/4" HW 3/4" CW IMB-1 WB-1 1 1/4" G 4 3/4" CW 5 ET 1 L-1 WC-1 BT-1 S-1 DWH 1 WB-1 AAV-1 1 3 2" FD-1 3 2 3" SS 2" V 3" SS 2" V G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P2.4ENLARGED PLUMBING FLOOR PLANS SCALE: ENLARGED ONE BEDROOM PLAN - SANITARY AND VENT SCALE: 1/4" = 1'-0" ENLARGED ONE BEDROOM PLAN - WATER AND GAS 2 P2.4 1 P2.4 1/4" = 1'-0" WORK NOTES:# 1. 3" SS DOWN. 2. 2" V UP TO FLOOR ABOVE (LOWER FLOORS ONLY). 2" VENT UP TO 3" VTR (TOP FLOORS ONLY). 3. 2" SS DOWN. 4. WATER SUBMETER. PROVIDE SENSUS iPEARL WITH REMOTE DIGITAL READING CAPABILITIES OR EQUIVALENT. 5. 1/2" CW AND HW DOWN WALL. ROUTE 1/2" CW AND HW TO SINK AND 1/2" HW TO DISHWASHER WITHIN CABINETRY. 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 DWH 1 L-1 WC-1 SH-1 L-1 WC-1 SH-1 L-1 WC-1 BT-1 S-1 1" C W 3/ 4 " H W 1" C W 1" CW 3/4" CW 3/4" HW 3/4" CW 3/4" HW 3/ 4 " H W 1 1/4" G WB-1 IMB-1 4 3/4" CW 5 6 7 ET 1 L-1 WC-1 SH-1 L-1 WC-1 SH-1 L-1 WC-1 BT-1 S-1 WB-1 AAV-1 2" V 2" V 2" SS 2" S S 1 2 3 1 2 32" FD-1 DWH 1 2" V G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT WORK NOTES:# 1. 3" SS DOWN. 2. 2" V UP TO FLOOR ABOVE (LOWER FLOORS ONLY). 2" VENT UP TO 3" VTR (TOP FLOORS ONLY). 3. 2" SS DOWN. 4. WATER SUBMETER. PROVIDE SENSUS iPEARL WITH REMOTE DIGITAL READING CAPABILITIES OR EQUIVALENT. 5. ROUTE 3/4" CW & HW DOWN WALL. PROVIDE 1/2" CW & HW TO EACH LAV. 6. 1/2" CW AND HW DOWN WALL. ROUTE 1/2" CW AND HW TO SINK AND 1/2" HW TO DISHWASHER WITHIN CABINETRY. 7. ROUTE 3/4" CW WITHIN WALL. PROVIDE 1/2" CW TO EACH WATER CLOSET. P2.5ENLARGED PLUMBING FLOOR PLANS SCALE: ENLARGED THREE BEDROOM PLAN - SANITARY AND VENT SCALE: 1/4" = 1'-0" ENLARGED THREE BEDROOM PLAN - WATER AND GAS 2 P2.5 1 P2.5 1/4" = 1'-0" 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 C 2 1 S-1 SH - 1 W C - 1 L-1 D W H 1 W C - 1 L-1 SH - 2 L-1 W C - 1 BT - 1 W B - 1 3" S S 3" S S 3" SS 3" S S 2" F D - 1 2" SS 1 1/2 " V 2" V 3" S S 3" S S 3" S S AA V - 1 AA V - 1 AA V - 1 3" S S D N . 2" S S D N . 3" S S D N . 2" V U P A C 2 1 B S-1 SH - 1 W C - 1 L-1 DW H 1 W C - 1 L-1 SH - 2 L-1 W C - 1 BT- 1 WB - 1 IM B - 1 1" C W 1" CW 3/4" C W 3/4 " C W 3/4 " C W 3/4" C W3/4" H W 3/4" H W 3/4" H W 3/4 " H W 3/4 " H W 3/4 " H W 3/4 " C W 3/4" C W 3/4 " C W 3/4 " C W WB - 1 1" CW 1 1 / 4 " G 1/2" H W 1/2" C W ET 1 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P3.0ISOMETRIC PLUMBING PLANS SCALE: THREE BEDROOM ISO - SANITARY AND VENT SCALE: 1/4" = 1'-0" THREE BEDROOM ISO - WATER AND GAS 2 P3.0 1 P3.0 1/4" = 1'-0" NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NEW SHEET1 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 4 3 BT- 1 SH - 1 W C - 1 L-1 W C - 1 BT- 1 SH - 1 W C - 1 L-1 D W H 1 S-1 IM B - 1 W B - 1 1" C W 1" CW 3/4" C W 1" CW 3/4" C W 3/4" H W 3/4 " C W 3/4 " H W 3/4 " C W 3/4 " H W 3/4 " C W 3/4 " H W 1 1 / 4 " G 3/4 " C W 3/4 " C W 1/2 " C W 1/2 " H W ET 1 4 3 L-1 WC - 1 BT- 1 SH - 1 W C - 1 L-1 DW H 1 S-1 AA V - 1 2" F D - 1 2" SS 1 1/2 " V 3" S S 3" S S 3" S S 3" S S D N . WB - 1 2" V U P 2" S S D N . 3" S S D N . 2" V U P G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P3.1ISOMETRIC PLUMBING PLANS SCALE: TWO BEDROOM ISO - SANITARY AND VENT SCALE: 1/4" = 1'-0" TWO BEDROOM ISO - WATER AND GAS 2 P3.1 1 P3.1 1/4" = 1'-0" NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NEW SHEET1 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 4 5 L-1 W C - 1 BT - 1 S-1 D W H 1 1" C W 3/4" C W 3/4" C W 3/4 " C W 3/4 " H W 3/4" H W 3/4" H W 3/4 " H W 3/4 " C W IM B - 1 WB - 1 1 1 / 4 " G 3/4 " C W ET 1 4 5 L-1 W C - 1 BT- 1 S-1 D W H 1 WB - 1 AA V - 1 2" F D - 1 3" S S 2" V 3" S S 2" V 3" S S D N . 2" V U P 2" S S D N . 2" S S D N . G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P3.2ISOMETRIC PLUMBING PLANS SCALE: ONE BEDROOM ISO - SANITARY AND VENT SCALE: 1/4" = 1'-0" ONE BEDROOM ISO - WATER AND GAS 2 P3.2 1 P3.2 1/4" = 1'-0" NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NEW SHEET1 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 8 7 D W H 1 L-1 W C - 1 SH - 1 L-1 W C - 1 SH - 1 L-1 W C - 1 BT- 1 S-1 1" CW 3/4" H W 1" CW 1" C W 3/4 " C W 3/4 " H W 3/4 " C W 3/4 " H W 3/4" H W 1 1 / 4 " G WB - 1 IM B - 1 3/4 " C W ET 1 8 7 L-1 W C - 1 SH - 1 L-1 W C - 1 SH - 1 L-1 W C - 1 BT- 1 S-1 WB - 1 AA V - 1 2" V 2" V 2" S S 2" F D - 1 D W H 1 2" V 2" S S 2" V U P 3" S S D N . 2" S S D N . 2" S S D N . 2" V U P 3" S S D N . 2" SS G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 03/08/2020 CONSTRUCTION/ PERMIT P3.3ISOMETRIC PLUMBING PLANS SCALE: THREE BEDROOM ISO - SANITARY AND VENT SCALE: 1/4" = 1'-0" THREE BEDROOM ISO - WATER AND GAS 2 P3.3 1 P3.3 1/4" = 1'-0" NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NOTE: SEE FLOOR PLANS FOR FIXTURE TAGS AND PIPE SIZES. NEW SHEET1 08/04/2020 Reviewed by SAFEbuilt 08/17/2020 E0.0 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT ELECTRICAL SYMBOLS LIST (NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS) RECESSED MOUNTED LINEAR SURFACE MOUNTED LINEAR FLANGED MOUNTED LINEAR SUSPENDED MOUNTED LINEAR LINEAR STRIP WALL MOUNTED LINEAR WALL BRACKET OPEN DOWNLIGHT, SURFACE OR RECESSED RECESSED ADJUSTABLE DOWNLIGHT TRACK AND TRACK HEAD DECORATIVE FIXTUREJ LIGHTING CONTROL STATIONLCS EXIT SIGN, SINGLE FACE, CHEVRONS AS EXIT SIGN, DUAL FACE, CHEVRONS AS SHADING INDICATES WIRING DEVICES ON EMERGENCY POWER SOURCE INDICATED INDICATED SWITCH, SINGLE POLES a SWITCH, THREE POLES 3a DIMMER SWITCH, SINGLE POLED a DIMMER SWITCH, THREE POLES 3a OCCUPANCY SWITCH, SINGLE POLE,O a DUAL-TECHNOLOGY, UON CEILING MOUNTED OCCUPANCY SWITCH,JOC SINGLE POLE, DUAL-TECHNOLOGY, UON CONTROL STATION JUNCTION BOXJJ DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, GFCI DUPLEX RECEPTACLE, HALF-SWITCHED SPECIALTY RECEPTACLE (NEMA/IEC) ILLUMINATED SIGNAGESIGN S COMBINATION DISCONNECT/MOTOR STARTER, 30 AMP, SIZE '1' UON DISCONNECT SWITCH, NON-FUSED, HEAVY-DUTY, 30 AMP, UON DISCONNECT SWITCH, FUSED, HEAVY DUTY, 30 AMP, UON N F LA-1,3,5 HOMERUN: (6) #12 AWG + (1) #12 AWG GRD, CU, TO PANEL 'LA' CIRCUITS 1, 3, 5 - 3/4''C MECHANICAL/PLUMBING EQUIPMENT DESIGNATION FCU 1 PANELBOARD, FLUSH MOUNT PANELBOARD, SURFACE MOUNT DISTRIBUTION TRANSFORMERT SWITCH, MANUAL MOTOR STARTERS M TYPICALTYP UNLESS OTHERWISE NOTEDUON WEATHER-PROOFWP EXISTING TO REMAIN(E) RELOCATED(R) EXISTING TO BE REMOVED(X) HORSEPOWERHP VARIABLE FREQUENCY DRIVEVFD COUNTERCTR GROUNDGRD TWIN-HEAD EMERGENCY LIGHT NIGHT LIGHT (UNSWITCHED)NL FUSE PER EQUIPMENT NAMEPLATEFPEN POLE MOUNTED LIGHT EXISTING TO BE RELOCATED(E/R) RECESSED CLOCK RECEPTACLE CONTACTOR PHOTOCELLPC FURNISHED BY OTHERSFBO FLUSH FLOOR DUPLEX RECEPTACLE CIRCUITING IN WALL OR ABOVE CEILING CIRCUITING IN FLOOR OR BELOW GRADE OVERHEADO/H DUPLEX RECEPTACLE - CEILING MOUNTED CIRCUITING WITH ISOLATED GROUND CONDUCTOR EXIT SIGN, SINGLE FACE, CHEVRONS AS INDICATED, INTEGRAL EMERGENCY LIGHT DUPLEX RECEPTACLE, ISOLATED GROUND CEILING MOUNTED DAYLIGHTJDS SENSOR, 0-10V UON UNDERCOUNTERU/C # POWER/TELECOM RISER EXIT SIGN, LOW-LEVEL BOLLARD LIGHT FIXTURE IN-GRADE DOWNLIGHT FIRE-SMOKE DAMPERFSD JSTELECOM OUTLET: PROVIDE FLUSH MOUNT 4S JUNCTION BOX WITH 2-GANG OPENING AND MUD-RING. ROUTE (1) 3/4" CONDUIT TO ACCESSIBLE ABOVE CEILING SPACE COMPLETE WITH PULLSTRING. FUTURE CABLING BY OTHERS. CEILING MOUNT SPEAKER D2 V2 D1/V1 TELECOM OUTLET COMPLETE WITH CABLING/, JACKS, CONVENTIONS AS FOLLOWS: D = DATA V = VOICE # = QUANTITY OF CABLES/RJ45 JACKS, EACH TV A/V SYSTEM SCREEN OUTLET P = POINT-OF-SALE J S SMOKE DETECTOR Electrical Index SHEET NUMBER SHEET TITLE ELECTRICAL DRAWING INDEX IS S U E F O R C O N S T R U C T I O N 05 / 0 8 / 2 0 2 0 .... TOTAL:6 . . E0.0 ELECTRICAL INDEX AND LEGEND ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION and Legend E0.1 ELECTRICAL SPECIFICATION E1.0 NORTH ELECTRICAL SINGLE-LINE E1.1 NORTH ELECTRICAL CALCULATIONS E2.0 NORTH BUILDING OVERALL PLAN E2.1 NORTH ELECTRICAL TYPICAL UNITS 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. GENERAL 1. GENERAL CONDITIONS, SPECIAL REQUIREMENTS, OR GENERAL REQUIREMENTS OF THE PROJECT SPECIFICATIONS MANUAL (WHERE PROVIDED) ARE MADE PART OF THIS SPECIFICATION AND HAVE THE SAME FORCE AND EFFECT AS IF COMPLETELY REPRODUCED. 2. DEFINITIONS: THE WORD "WORK" SHALL MEAN LABOR AND ANY INCIDENTAL ITEMS OR SERVICES NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE SYSTEMS NOTED ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS. THE WORD "PROVIDE" SHALL MEAN FURNISH, INSTALL, FEED, MAKE FINAL CONNECTIONS, COMMISSION AND LEAVE IN AN APPROVED COMPLETE OPERATING CONDITION. 3. WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE APPLICABLE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL ENERGY CONSERVATION CODE (IECC), NFPA 110, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS INCLUDING AMENDMENTS. 4. OBTAIN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED FOR THIS WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE BUILDING AS INDICATED ON THE DRAWINGS, WITHOUT INTERFERENCE WITH OTHER WORK, AND SHALL MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFLICT WITH OTHER TRADES, TO PROVIDE ACCESS AND FOR THE PROPER EXECUTION OF THE WORK. 6. THE WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES INCLUDING CONTRACT DOCUMENTS, SHOP DRAWINGS, AND EXISTING SYSTEMS (WHERE APPLICABLE). 7. DO NOT SCALE DRAWINGS AS THEY ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE. CONTRACTOR SHALL PROVIDE NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO INDUSTRY STANDARDS. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL OUT FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ARRANGEMENT OF EQUIPMENT AND ROUTING OF RACEWAYS INDICATED ON DRAWINGS SHALL BE ROUTED PLUMB AND AT RIGHT ANGLES TO BUILDING STRUCTURE. INSTALLATION OF SYSTEMS MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS. 8. VERIFY ALL SIZES DIMENSIONS, AND CONDITIONS BEFORE STARTING ANY WORK. ANY DEVIATIONS OR ISSUES SHALL BE TRANSMITTED TO THE ARCHITECT FOR REVIEW. 9. CONTRACTOR SHALL SUBMIT A BID BASED ON MANUFACTURER NAMES LISTED UNLESS "OR EQUAL" IS INDICATED. SUBSTITUTION REQUESTS WILL BE REVIEWED BY THE ENGINEER PROVIDED THEY ARE SUBMITTED A MINIMUM OF SEVEN (7) BUSINESS DAYS PRIOR TO THE BID DATE. CLOSING ACCEPTABILITY OF SUBSTITUTION WILL BE SOLELY DETERMINED BY THE OWNER. 10. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. 11. EXAMINATION OF BIDDING DOCUMENTS: 11.1.EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THAN SEVEN (7) DAYS PRIOR TO THE DATE OF RECEIPT AND SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITY, INCONSISTENCY OR ERROR THEREIN WHICH HE MAY DISCOVER. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING, NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANOTHER METHOD. IF DISCREPANCIES, AMBIGUITY, INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR, MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE IN BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. 11.2.THE COMPANY/CONTRACTOR SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. THE SIGNING OF THE CONTRACT WILL BE AS CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. 12. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNERS ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 14. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TEST SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO THE OWNER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 16. SYSTEMS SHALL BE PROVIDED COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATIONS. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 17. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER NATIONALLY RECOGNIZED TESTING LABORATORIES (NRTL). 18. IN INSTANCES WHERE THE PROJECT DOES NOT INCLUDE AN ARCHITECT, THE ENGINEER SHALL RECEIVE ALL CORRESPONDENCE AS DIRECTED HEREIN. B. SUBMITTALS 1. CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR EQUIPMENT AND MATERIALS SPECIFIED. THE ENGINEER SHALL REVIEW SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 2. CONTRACTOR SHALL IDENTIFY ANY DEVIATIONS IN THE SHOP DRAWINGS FROM THE DESIGN DOCUMENTS. 3. SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS SHALL BE PRE-APPROVED IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT OR MATERIALS WITH OTHER BUILDING TRADES. CONTRACTOR SHALL IDENTIFY AND ANNOTATE REVISED REQUIREMENTS PER BUILDING TRADE ON THE SHOP DRAWINGS. CONTRACTOR SHALL ALSO IDENTIFY COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSED CHANGES PER BUILDING TRADE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING FEES NECESSARY TO CHANGE PERMIT DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. 5. PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE TIME, IN ELECTRONIC PORTABLE DOCUMENT FORMAT (.PDF) IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO LIGHTING FIXTURES, SWITCHGEAR, PANELBOARDS, WIRING DEVICES, SAFETY SWITCHES, FUSES, MOTOR CONTROLLERS, LAMPS, CONDUIT, FITTINGS, TRANSFORMERS AND LIGHTING CONTROLS. 6. CONTRACTORS FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS OR EQUIPMENT. D. DRAWINGS 1. CONTRACTOR SHALL MAINTAIN, TWO (2) SETS OF WHITE PRINTS OF DRAWINGS PERTAINING TO THE WORK. ONE (1) SET OF PRINTS SHALL BE KEPT ON SITE AND CHANGES OR DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CAREFULLY NOTED AS CHANGES OR DEVIATIONS ARE MADE. E. OPERATING AND MAINTENANCE INSTRUCTIONS 1. CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF MANUFACTURERS OPERATING AND MAINTENANCE INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT AND SYSTEM. COPIES SHALL BE COMPILED IN SETS AND PLACED IN A HARD COVER THREE RING BINDER WITH INDEX PAGE AND INDEX TABS. ALL NAME TAG INFORMATION SUCH AS THE MANUFACTURER, TYPE, SIZE, CAPACITY, SERIAL NUMBER, ETC. SHALL BE INCLUDED AS PART OF THE MANUAL. 2. PROVIDE WRITTEN OPERATING INSTRUCTIONS WITH DIAGRAMS FOR ELECTRICAL EQUIPMENT. 3. OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. PART 2 - PRODUCTS A. GENERAL 1. PROVIDE EQUIPMENT AS SPECIFIED AND/OR SCHEDULED AND IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. EQUIPMENT SHALL OPERATE ACCORDING TO THE MANUFACTURERS "OWNERS OPERATING AND MAINTENANCE MANUAL" TROUBLE-FREE. B. WIRE AND CABLE 1.WIRE SHALL BE COPPER, 75°C RATED FOR GENERAL USE. FOR HID FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER MINIMUM 90°C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT. CONDUCTOR AMPACITY SHALL DERATED FOR HIGHER AMBIENT INSTALLATIONS. C. RACEWAYS AND FITTINGS 1. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB-ON-GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC, WITH PVC WRAPPED (OR EQUIVALENT PROTECTION) RIGID STEEL ELBOWS AT BENDS AND TRANSITIONS FROM BELOW TO ABOVE GRADE. EMT FITTINGS SHALL BE STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. 2. RGS OR IMC SHALL BE USED IN ALL AREAS SUBJECT TO WEATHER OR MECHANICAL DAMAGE. 3. ALL CIRCUITING SHALL BE CONCEALED. WHERE CONCEALMENT IS IMPRACTICAL, AND WITH THE SPECIFIC APPROVAL FROM THE ARCHITECT, SURFACE RACEWAY AND OUTLETS MAY BE INSTALLED, FINISHED TO MATCH ADJACENT SURFACES. 4. METAL-CLAD (TYPE MC) CABLE MAY BE USED IN THE FOLLOWING LIMITED LOCATIONS: 4.1.6'-0" MAXIMUM LIGHT FIXTURE WHIPS. 4.2.DEAD-END RUNS TO THE LAST WIRING DEVICE ON A CIRCUIT. 4.3.IN AREAS CONSIDERED "TIGHT" WITHIN MILLWORK AND CASEWORK INSTALLATIONS. 5. TYPE ENT RACEWAY IS NOT ALLOWED. 6. NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. D. DISTRIBUTION EQUIPMENT 1. SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, MOTOR CONTROL CENTERS, ETC. SHALL BE FURNISHED BY SQUARE D (SCHNEIDER ELECTRIC), GENERAL ELECTRIC, EATON CUTLER HAMMER, OR SIEMENS. FLOOR MOUNTED EQUIPMENT SHALL INSTALLED ATOP 4" HIGH CONCRETE HOUSEKEEPING PADS. 2.TRANSFORMERS SHALL BE COPPER WOUND, 115° RISE WITH 220°C INSULATION. MOUNT ON RUBBER-IN-SHEAR ISOLATORS. MANUFACTURERS SHALL BE SQUARE D (SCHNEIDER ELECTRIC), GENERAL ELECTRIC, EATON CUTLER HAMMER, OR SIEMENS. INSTALL ATOP 4" HIGH CONCRETE HOUSEKEEPING PAD. 3. PROVIDE ENGRAVED NAMEPLATES MECHANICALLY FASTENED WITH A MINIMUM OF TWO (2) SCREWS ON ALL SWITCHBOARDS, PANELBOARDS DISCONNECT SWITCHES, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED), VOLTAGE, AND SOURCE. EXAMPLE: "PANEL HPA, SERVED FROM SWITCHBOARD 'MSB', 480/277V, 3PH, 4W". 4. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE. FUSIBLE SWITCHES SHALL ACCEPT CLASS 'R' FUSES ONLY AND REJECT OTHERS. INSTALL DISCONNECT SWITCH ON TWO (2) 24" LONG UNITSTRUT CHANNELS DRILLED AND BOLTED TO HVAC UNIT FRAME WHERE POSSIBLE (COORDINATE LOCATION W/HVAC MANUFACTURER TO AVOID WARRANTY INFRACTIONS). SILICONE SEAL ALL HOLES IN UNIT. 5. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND FUSES SHALL BE BUSSMAN OR APPROVED EQUIVALENT. CIRCUIT BREAKERS SHALL BE FULLY RATED IN EXCESS OF AVAILABLE FAULT CURRENT LEVELS. SERIES RATING OF EQUIPMENT IS PROHIBITED. 6. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75°C. 7. ALL EQUIPMENT SUCH AS SWITCHBOARDS, DISTRIBUTION BOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER. ALL FUSES PROVIDED SHALL BE OF THE SAME MANUFACTURER. 8. PROVIDE HANDLE TIES OR MULTI-POLE CIRCUIT BREAKERS FOR SIMULTANEOUS OPERATION OF ALL MULTI-WIRE BRANCH CIRCUITS. 9. PROVIDE ARC-FLASH LABELING ON ALL DISTRIBUTION EQUIPMENT. E. WIRING DEVICES 1. WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES. THE DEVICE PLATES SHALL BE LEXAN OR NYLON UNLESS OTHERWISE NOTED. THE COLOR OF THE DEVICES AND COVERPLATES SHALL BE AS DIRECTED BY THE ARCHITECT. 2. SMOKE-DETECTORS SHALL BE SELF-CONTAINED WITH AUDIBLE ALARM, UL LISTED AND COMPLY WITH NFPA STANDARD 72. INTERCONNECT DETECTORS WITHIN A DWELLING UNIT OR GUESTROOM TO SOUND A COMMON ALARM. 3. ALL 120 VOLT 15- AND 20-AMPERE RECEPTACLES LOCATED IN DWELLING UNITS, GUEST ROOMS AND SUITES, AND CHILD CARE FACILITIES SHALL BE TAMPER-RESISTANT TYPE. 4. LIGHT SWITCHES IN PUBLIC AREAS SHALL BE SPECIFICATION GRADE ROCKER TYPE, UON. LIGHT SWITCHES IN BACK OF HOUSE AREAS SHALL BE SPECIFICATION GRADE TOGGLE TYPE, UON. F. BOXES 1. FLUSH FLOOR OUTLETS SHALL BE CAST IRON, QUANTITY OF GANGS AND CONDUIT ENTRIES AS REQUIRED. PROVIDE BRASS COVERPLATE FOR THE OUTLET TYPES INDICATED. PROVIDE CARPET OR TILE FLANGE TO MATCH FLOOR FINISH. 2. BOXES SHALL BE A MINIMUM OF 4" SQUARE WITH REQUIRED EXTENSIONS AND PLASTER OR TILE RINGS. G. LIGHT FIXTURES 1. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. 2. FIXTURES INDICATED AS BEING EMERGENCY SHALL BE PROVIDED WITH BATTERY POWERED INVERTER UNIT MOUNTED IN, OR ADJACENT TO, FIXTURE. PROVIDE UNIT WITH FULLY AUTOMATIC TWO-RATE CHARGER, NICKEL CADMIUM BATTERY, AC "ON" PILOT LIGHT, AND TEST SWITCH. DESIGN AND WIRE UNIT TO AUTOMATICALLY TRANSFER TO BATTERY SUPPLY UPON LOSS OF NORMAL AC POWER AND TO OPERATE ONE LAMP AT 1300 LUMENS MINIMUM FOR LINEAR LAMPS, 700 LUMENS FOR COMPACT LAMPS FOR A MINIMUM OF 90-MINUTES. LED LUMEN LEVELS VARY, AND SHALL BE AS SPECIFIED. ALL EMERGENCY LIGHTING UNITS SHALL BE CONNECTED TO AN UNSWITCHED SOURCE. IN LOCATIONS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, EMERGENCY LIGHTING MAY BE CONNECTED TO THE EMERGENCY LEG OF A GENERATOR POWER SYSTEM IN LIEU OF BATTERY POWER. PART 3 - EXECUTION A. GENERAL 1. FINAL CONNECTIONS AND ROUGH-IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURERS APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED INCLUDING ALL RACEWAYS, BOXES, WIRING, WIRING DEVICES, ETC. 2. CONTRACTOR SHALL PROVIDE CONTROLS, INTERLOCKS, ACCESSORIES, ETC. AS REQUIRED FOR MOTOR CONTROL. EACH STARTER SHALL CONTAIN 120V CONTROL TRANSFORMER, LED PILOT LIGHT, AND PUSHBUTTONS OR SELECTOR SWITCH AS REQUIRED, IN ADDITION TO OTHER ITEMS (AUXILIARY CONTACTS, DOOR SWITCHES, RELAYS, ETC.) REQUIRED. REFER TO CONTROL DRAWINGS AND CONTROL DIAGRAMS FOR ADDITIONAL CONDUIT, WIRE, RELAYS, TRANSFORMERS, CONNECTIONS, ETC. REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. 3. EMPTY RACEWAY SYSTEMS SHALL HAVE A #12 PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT JUNCTION, PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. STUB CONDUIT OUT 6" INTO AN ACCESSIBLE AREA. CAP OPEN ENDS NOT TERMINATED IN A JUNCTION BOX. 4. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. 5. RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND ELEVATIONS ARE SHOWN AS GLASS OR PARTITIONS, SHALL BE FLUSH FLOOR DUPLEX RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS AND DEVICES WITH ARCHITECTURAL MILLWORK DRAWINGS AND INTERIOR ELEVATIONS. 6. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH ARC-FAULT, GROUND FAULT, OR DIMMED CIRCUIT. 7. PROVIDE MAINTENANCE RECEPTACLE WITHIN 25'-0" OF ALL MECHANICAL, MOTORIZED, OR REFRIGERATION EQUIPMENT. 8. WHERE MECHANICAL EQUIPMENT IS INSTALLED ABOVE A GYPSUM BOARD CEILING REQUIRING ACCESS THROUGH AN ACCESS PANEL, PROVIDE A RECEPTACLE, SWITCH, AND LIGHT IN THE CEILING SPACE AT THE ACCESS LOCATION. 9. RECESSED LIGHT FIXTURES INSTALLED IN GYPSUM BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO THE CEILING MATERIAL. 10. MULTI-BALLSTED OR DRIVER FLUORESCENT OR LED FIXTURES SHALL BE DUAL-SWITCHED UNLESS NOTED OTHERWISE. 11. LIGHT FIXTURES RECESSED IN T-BAR CEILING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SYSTEM WITH A MINIMUM OF TWO (2) #12 HANGAR WIRES UP TO STRUCTURE. SECURE HANGAR WIRES TO CORNERS OF FIXTURE. CLIP FIXTURE TO GRID ON TWO (2) SIDES WITH FACTORY-FURNISHED CLIPS. FINAL CONNECTION TO FIXTURE SHALL BE MADE WITH A FLEXIBLE U.L. APPROVED ASSEMBLY. 12. CONTRACTOR SHALL REFER TO FOOD SERVICE DRAWINGS FOR EXACT LOCATIONS AND ADDITIONAL ELECTRICAL REQUIREMENTS. PROVIDE JUNCTION BOXES, RECEPTACLES, CONNECTIONS, CONDUITS (TO INCLUDE SODA AND LIQUOR DISPENSING SYSTEMS), WIRE, INTERLOCKS, CONTROLS, ETC. AS REQUIRED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. 13. SEE DIVISION 23 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. PROVIDE FUSES OR HACR-TYPE CIRCUIT BREAKERS FOR AIR CONDITIONING EQUIPMENT SIZED IN ACCORDANCE WITH MANUFACTURERS NAMEPLATE. WHERE FACTORY-PROVIDED DISCONNECT SWITCHES ARE UTILIZED, THEY SHALL BE RATED TO EXCEED THE AVAILABLE FAULT CURRENT AT THE EQUIPMENT. 14. HVAC CONTROLS: PROVIDE LINE VOLTAGE WIRING, RACEWAYS, AND POWER CONNECTIONS AS REQUIRED TO ACCOMMODATE HVAC CONTROL SYSTEMS. COORDINATE REQUIREMENTS WITH TEMPERATURE CONTROL, MECHANICAL, PLUMBING, AND GENERAL CONTRACTORS PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. LOW VOLTAGE HVAC CONTROL RACEWAY SYSTEMS SHALL BE PER THE TEMPERATURE CONTROLS CONTRACTOR. THESE DOCUMENTS DO NOT INDICATE ALL CONNECTION POINTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. 15. PANEL DIRECTORIES SHALL BE REMOVABLE. ROOM NAMES AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. 16. PROVIDE DYMO-TAPE TAG PRINTED LABEL INSIDE COVER OF EACH FUSIBLE SWITCH, INDICATING SIZE AND TYPE OF FUSES PROVIDED. 17. PROVIDE TWO (2) SETS OF THREE (3) SPARE FUSES FOR EACH SIZE AND TYPE PROVIDED ON THIS PROJECT. INSTALL FUSES IN A HINGED DOOR, SHEET METAL STORAGE CABINET EQUIPPED WITH CLIPS OR CUBICLES, EACH MARKED WITH THE SIZE AND TYPE OF FUSE STORED THEREIN. PROVIDE NAMEPLATE "SPARE FUSES". INSTALL IN LOCATIONS AS DIRECTED BY OWNER. 18. PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS FOR FLOOR MOUNTED EQUIPMENT SUCH AS SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. COORDINATE WITH DISTRIBUTION EQUIPMENT TO ENSURE ALL SWITCH AND CIRCUIT BREAKER HANDLES ARE BELOW 6'-6" TO THE HIGHEST POINT. 19. CONTRACTOR SHALL PROVIDE NEW UPDATED TYPE WRITTEN PANEL DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF THIS PROJECT. 20. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING AND/OR ROTATING EQUIPMENT SHALL BE MADE WITH SEAL-TITE FLEXIBLE FLEXIBLE CONDUIT WITH APPROVED FITTINGS (3''0" MAXIMUM LENGTH). DO NOT SECURE CONDUITS OR DEVICES TO DUCTWORK OR OTHER MECHANICAL EQUIPMENT. 21. DEVICES INSTALLED IN FIRE-RATED WALLS SHALL HAVE NELSON FSP PUTTY PADS INSTALLED TO MAINTAIN FIRE INTEGRITY - ONE PAD PER HOUR OF RATING. CONDUIT PENETRATING FIRE-RATED WALLS SHALL COMPLY WITH THE REQUIREMENTS OF U.L. SYSTEM 147A FOR SINGLE CONDUITS OR U.L. SYSTEM 322 FOR MULTIPLE CONDUITS. DEVICES INSTALLED IN SOUND-RATED WALLS SHALL HAVE NELSON FSP (STC 54) SOUND RATED PUTTY PADS INSTALLED TO MAINTAIN THE SOUND INTEGRITY OF THE WALL. 22. RECEPTACLES INSTALLED OUTSIDE, ON THE BUILDING EXTERIOR OR ROOF, IN KITCHENS OR WITHIN 6'-0" MEASURED HORIZONTALLY FROM A SINK OR DRINKING FOUNTAIN UNLESS LOCATED BELOW A COUNTER OR OTHERWISE PROTECTED SHALL BE GFCI TYPE OR PROTECTED BY A GFI CIRCUIT BREAKER. 23. COORDINATE THE LOCATION OF LIGHTING FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. UNLESS VERIFIED IN WRITING THE REFLECTED CEILING PLAN LOCATIONS SHALL GOVERN. 24. COORDINATE THE LOCATION OF WALL MOUNTED EQUIPMENT WITH THE ARCHITECTURAL INTERIOR AND EXTERIOR ELEVATIONS. UNLESS OTHERWISE VERIFIED IN WRITING THE ARCHITECTURAL DRAWINGS SHALL GOVERN. PART 4 - DESIGN-BUILD FIRE ALARM AND DETECTION SYSTEM PERFORMANCE CRITERIA A. GENERAL 1. CONTRACTOR SHALL PROVIDE, INSTALL, TEST, AND COMMISSION A FULLY OPERATIONAL, APPROVED, FIRE ALARM AND DETECTION SYSTEM. 2. FIRE ALARM AND DETECTION SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR, PERFORMED UNDER A DESIGN-BUILD DELIVERY METHOD. 3. FIRE ALARM AND DETECTION SYSTEM SHALL BE IN FULL COMPLIANCE WITH ALL LOCAL, STATE, FEDERAL, AND ADA REQUIREMENTS. 4. CONTRACTOR SHALL PROVIDE SUBMITTALS. SUBMITTAL REQUIREMENTS: 4.1.SUBMITTALS SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION PRIOR TO SUBMITTING THEM TO THE ARCHITECT. 4.2.SHOP DRAWINGS SHALL BE PREPARED BY PERSONS WITH THE FOLLOWING QUALIFICATIONS: 4.2.1.TRAINED AND CERTIFIED BY MANUFACTURER IN FIRE-ALARM SYSTEM DESIGN. 4.2.2.NICET-CERTIFIED, FIRE ALARM TECHNICIAN; LEVEL III MINIMUM. 4.2.3.LICENSED OR CERTIFIED BY AUTHORITIES HAVING JURISDICTION. 4.3.DELEGATED-DESIGN: FOR NOTIFICATION APPLIANCES AND SMOKE AND HEAT DETECTORS, IN ADDITION TO THE SUBMITTALS LISTED ABOVE, INDICATE COMPLIANCE WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 4.3.1.DRAWINGS SHOWING THE LOCATION OF EACH NOTIFICATION APPLIANCE AND SMOKE AND HEAT DETECTOR, RATINGS OF EACH, AND INSTALLATION DETAILS AS NEEDED TO COMPLY WITH LISTING CONDITIONS OF THE DEVICE. 4.3.2.DESIGN CALCULATIONS: CALCULATE REQUIREMENTS FOR SELECTING THE SPACING AND SENSITIVITY OF DETECTION, COMPLYING WITH NFPA 72. CALCULATE SPACING AND INTENSITIES FOR STROBE SIGNALS AND SOUND-PRESSURE LEVELS FOR AUDIBLE APPLIANCES. 4.3.3.INDICATED AUDIBLE APPLIANCES REQUIRED TO PRODUCE SQUARE WAVE SIGNAL PER NFPA 72. 5. EXISTING FIRE ALARM EQUIPMENT (WHERE APPLICABLE) SHALL BE MAINTAINED AND FULLY OPERATIONAL UNTIL NEW EQUIPMENT PROVIDED UNDER THIS PROJECT HAS BEEN TESTED AND ACCEPTED. NEW COMPONENTS SHALL BE COMPATIBLE WITH, AND OPERATE AS AN EXTENSION OF, EXISTING SYSTEM. PROVIDE SYSTEM MANUFACTURERS CERTIFICATION THAT ALL COMPONENTS PROVIDED HAVE BEEN TESTED AS, AND WILL OPERATE AS, A SYSTEM. 6. WARRANTY: CONTRACTOR SHALL AGREE TO REPAIR OR REPLACE FIRE ALARM SYSTEM EQUIPMENT AND COMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 7. COMPLY WITH NFPA 72, NFPA 101, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR INSTALLATION AND TESTING OF FIRE-ALARM EQUIPMENT. INSTALL ALL ELECTRICAL WIRING TO COMPLY WITH REQUIREMENTS IN NFPA 70 INCLUDING, BUT NOT LIMITED TO, ARTICLE 760, "FIRE ALARM SYSTEMS." B. SYSTEM DESCRIPTION 1. NONCODED, UL-CERTIFIED ADDRESSABLE SYSTEM, WITH MULTIPLEXED SIGNAL TRANSMISSION AND VOICE/STROBE EVACUATION MEETING AUDIBILITY AND INTELLIGIBLE REQUIREMENTS. 2. AUTOMATIC SENSITIVITY CONTROL OF CERTAIN SMOKE DETECTORS. 3. ALL COMPONENTS PROVIDED SHALL BE LISTED FOR USE WITH THE SELECTED SYSTEM. 4. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. C. OPERATIONAL DESCRIPTION 1. NOTE: THE FOLLOWING DESCRIPTIONS REPRESENT A MASTER LIST. NOT ALL DEVICES, SYSTEMS, AND FUNCTIONS LISTED HEREIN MAY BE REPRESENTED ON THIS PROJECT. APPLICABILITY SHALL BE DETERMINED BY QUALIFIED SYSTEM DESIGN PROFESSIONAL. 2. FIRE-ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND SYSTEMS: 2.1.MANUAL STATIONS. 2.2.HEAT DETECTORS. 2.3.FLAME DETECTORS. 2.4.SMOKE DETECTORS. 2.5.DUCT SMOKE DETECTORS. 2.6.AIR-SAMPLING SMOKE-DETECTION SYSTEM (VESDA). 2.7.CARBON MONOXIDE DETECTORS. 2.8.COMBUSTIBLE GAS DETECTORS. 2.9.AUTOMATIC SPRINKLER SYSTEM WATER FLOW. 2.10.PREACTION SYSTEM. 2.11.FIRE-EXTINGUISHING SYSTEM OPERATION. 2.12.FIRE STANDPIPE SYSTEM. 2.13.DRY SYSTEM PRESSURE FLOW SWITCH. 2.14.FIRE PUMP RUNNING. 3. FIRE-ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: 3.1.CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES. 3.2.IDENTIFY ALARM AND SPECIFIC INITIATING DEVICE AT FIRE-ALARM CONTROL UNIT. 3.3.TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 3.4.UNLOCK ELECTRIC DOOR LOCKS IN DESIGNATED EGRESS PATHS. 3.5.RELEASE FIRE AND SMOKE DOORS HELD OPEN BY MAGNETIC DOOR HOLDERS. 3.6.ACTIVATE VOICE/ALARM COMMUNICATION SYSTEM. 3.7.SWITCH HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE-ALARM MODE. 3.8.ACTIVATE SMOKE-CONTROL SYSTEM (SMOKE MANAGEMENT) AT FIREFIGHTERS' SMOKE-CONTROL SYSTEM PANEL. 3.9.ACTIVATE STAIRWELL AND ELEVATOR-SHAFT PRESSURIZATION SYSTEMS. 3.10.CLOSE SMOKE DAMPERS IN AIR DUCTS OF DESIGNATED AIR-CONDITIONING DUCT SYSTEMS. 3.11.ACTIVATE PREACTION SYSTEM. 3.12.RECALL ELEVATORS TO PRIMARY OR ALTERNATE RECALL FLOORS. 3.13.ACTIVATE ELEVATOR POWER SHUNT TRIP. 3.14.ACTIVATE EMERGENCY LIGHTING CONTROL. 3.15.ACTIVATE EMERGENCY SHUTOFFS FOR GAS AND FUEL SUPPLIES. 3.16.RECORD EVENTS IN THE SYSTEM MEMORY. 3.17.RECORD EVENTS BY THE SYSTEM PRINTER. 3.18.INDICATE DEVICE IN ALARM ON THE GRAPHIC ANNUNCIATOR. 4. SUPERVISORY SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND ACTIONS: 4.1.VALVE SUPERVISORY SWITCH. 4.2.HIGH- OR LOW-AIR-PRESSURE SWITCH OF A DRY-PIPE OR PREACTION SPRINKLER SYSTEM. 4.3.ALERT AND ACTION SIGNALS OF AIR-SAMPLING DETECTOR SYSTEM. 4.4.ELEVATOR SHUNT-TRIP SUPERVISION. 4.5.FIRE PUMP RUNNING. 4.6.FIRE-PUMP LOSS OF POWER. 4.7.FIRE-PUMP POWER PHASE REVERSAL. 4.8.INDEPENDENT FIRE-DETECTION AND -SUPPRESSION SYSTEMS. 4.9.USER DISABLING OF ZONES OR INDIVIDUAL DEVICES. 4.10.LOSS OF COMMUNICATION WITH ANY PANEL ON THE NETWORK. 5. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND ACTIONS: 5.1.OPEN CIRCUITS, SHORTS, AND GROUNDS IN DESIGNATED CIRCUITS. 5.2.OPENING, TAMPERING WITH, OR REMOVING ALARM-INITIATING AND SUPERVISORY SIGNAL-INITIATING DEVICES. 5.3.LOSS OF COMMUNICATION WITH ANY ADDRESSABLE SENSOR, INPUT MODULE, RELAY, CONTROL MODULE, REMOTE ANNUNCIATOR, PRINTER INTERFACE, OR ETHERNET MODULE. 5.4.LOSS OF PRIMARY POWER AT FIRE-ALARM CONTROL UNIT. 5.5.GROUND OR A SINGLE BREAK IN INTERNAL CIRCUITS OF FIRE-ALARM CONTROL UNIT. 5.6.ABNORMAL AC VOLTAGE AT FIRE-ALARM CONTROL UNIT. 5.7.BREAK IN STANDBY BATTERY CIRCUITRY. 5.8.FAILURE OF BATTERY CHARGING. 5.9.ABNORMAL POSITION OF ANY SWITCH AT FIRE-ALARM CONTROL UNIT OR ANNUNCIATOR. 5.10.VOICE SIGNAL AMPLIFIER FAILURE. 5.11.HOSE CABINET DOOR OPEN. 6. SYSTEM SUPERVISORY SIGNAL ACTIONS: 6.1.INITIATE NOTIFICATION APPLIANCES. 6.2.IDENTIFY SPECIFIC DEVICE INITIATING THE EVENT AT FIRE-ALARM CONTROL UNIT. 6.3.RECORD THE EVENT ON SYSTEM PRINTER. 6.4.AFTER A TIME DELAY OF 200 SECONDS (OR PER AHJ REQUIREMENTS), TRANSMIT A TROUBLE OR SUPERVISORY SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 6.5.TRANSMIT SYSTEM STATUS TO BUILDING MANAGEMENT SYSTEM. 6.6.DISPLAY SYSTEM STATUS ON GRAPHIC ANNUNCIATOR. G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT E0.1Electrical Specification 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 125/2 NEUTRALGROUND SERVICE LATERAL: 3 SETS (3-400KCMIL AL) 4"C PANEL 201 M 800A RATED METER STRUCTURE 800A MAIN SECTION ISC = 29,600A PANEL 202 M SECONDARY 120/240V, 1 PH., 3 W. UTILITY TRANSFORMER 100 KVA ASSUMED 125/2 PANEL 203 M 125/2 22,000 AIC PANEL 'H' M 60/2 (3 # 4 & 1 # 1 0 C U G R D ) 1 . 0 " C PANEL 204 M 125/2 PANEL 302 M 125/2 PANEL 205 M 125/2 PANEL 304 M 125/2 PANEL 303 M 125/2 800/2 NEMA 3R SIEMENS ISC = 20,495A X 5 JAW 1 PHASE, 3 WIRE INCOMING 1 PHASE, 3 WIRE OUTGOING #WMM51125R 800A JJN ISC = 8,535A X 4 JAW 1 PHASE, 3 WIRE INCOMING 1 PHASE, 3 WIRE OUTGOING SIEMENS #WMM41225 PROVIDE AND INSTALL PER UTILITY STANDARDS T PRIMARY FEEDER TO UTILITY CO POINT OF SERVICE (P) 2 1 X AND SPECIFICATIONS 3 125/2 PANEL 105 M 125/2 PANEL 104 M 125/2 PANEL 103 M 125/2 PANEL 102 M 125/2 PANEL 101 M 5 JAW 1 PHASE, 3 WIRE INCOMING 1 PHASE, 3 WIRE OUTGOING #WMM51125R UNIT A UNIT A UNIT B UNIT B UNIT DUNIT C UNIT DUNIT B UNIT BUNIT C UNIT B UNIT BUNIT C (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R (3 # 1 C U & 1 # 6 C U G R D ) 1 . 5 " C (3 # 1 / 0 A L & 1 # 6 C U G R D ) 1 . 5 " C O R X ISC = 6,011AX ISC = 5,590AX ISC = 4,737AX ISC = 4,508AX ISC = 7,929AX ISC = 5,041AX ISC = 4,741AX ISC = 4,113AX ISC = 3,939AX ISC = 4,823AX ISC = 4,549AX ISC = 3,967AX ISC = 4,737AX ISC = 10,000A G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT SCALE: 1 E1.0 NO SCALE ELECTRICAL SINGLE-LINE SECONDARY VOLTAGE: 120/240 VOLT, 1 PHASE 3 WIRE E1.0North Electrical Single NEUTRALGROUND METALLIC COLD WATER BUILDING STEEL, IF AVAILABLE #2/0 CU GROUNDING ELECTRODE CONDUCTOR #6 CU 20'-0" (MIN) 2" (MIN) SURROUND TELECOM MAIN GROUNDING CABINET SCALE: 2 E1.0 NO SCALE SERVICE GROUNDING AND BONDING WORK NOTES: 1. PROVIDE AND INSTALL GROUND ROD IN ACCORDANCE WITH ESTES PARK UTILITY STANDARDS AND SPECIFICATIONS. 2. PROVIDE AND INSTALL UTILITY COMBINATION SERVICE TRANSFORMER PAD IN ACCORDANCE WITH ESTES PARK UTILITY STANDARDS AND SPECIFICATIONS. 3. PROVIDE SERVICE ENTRANCE GROUNDING. SEE DIAGRAM FOR ADDITIONAL INFORMATION. # Line & Panel Schedules 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT E1.1North Electrical Calculations 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G B E2.1 C E2.1 B E2.1 A E2.1 D E2.1 BB H-1 BB S BB CU 1 CU 2 CU 3 CU 4CU 1 CU 1 CU 2 CU 2 CU 2 CU 2 CU 2 CU 3 CU 4 PANEL 101 PANEL 102 PANEL 103 PANEL 105 PANEL 104 SERVICE ENTRANCE PANEL HOUSE CC CC D P-(18,20) F1 P-(18,20) F 1P-(18,20) F 1P-(18,20) F 1P-(18,20) F 1 P-(18,20) F 1 P-(18,20) F 1 P-(18,20) F 1 P-(18,20) F 1 F 1 P-(18,20) P-(18,20) F 1 P-(18,20) F 1 P-(18,20) F 1 2 H-6 WP 48" TYP. TYP.3 H-6 WP 48"H-6 J H-3 H-1 TIME CLOCK J H-1 (#10) VIA TIME CLOCK H-1 H-1 H-1 EWH 1 S H-34 B E2.1 C E2.1 B E2.1 A E2.1 D E2.1 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G E E2.1 PANEL 201 PANEL 202 PANEL 203 PANEL 205 PANEL 204 CC CC BB BB H-1 H-1 H-1 H-1 9 9 8 8 6 6 4 4 7 7 3 3 AA CC 5 5 2 2 1 1 BB DD FF G G B E2.1 C E2.1 B E2.1 PANEL 302 PANEL 303 PANEL 304 CC CC BB BB H-1 H-1 H-1 H-1 SCALE: 1 E2.0 3/32" = 1'-0"N FIRST FLOOR G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT E2.0North Building Overall Plan SCALE: 2 E2.0 3/32" = 1'-0"N SECOND FLOOR SCALE: 3 E2.0 3/32" = 1'-0"N THIRD FLOOR 1. ROUTE (2 #10 THWN CU & 1 #10 CU GRD) 3/4"C TO CORRESPONDING UNIT LOADCENTER. COORDINATE WITH THE MECHANICAL UNIT AS TO WHICH CONDENSER IS CONNECTED TO THE SPECIFIC UNIT. 2. EXTEND 120V UNSWITCHED RECEPTACLE CIRCUIT FROM THE HOUSE PANELBOARD TO MAINTENANCE RECEPTACLE AT CONDENSING UNITS. 3. PROVIDE NEMA 3R, 30A, 240V SINGLE PHASE DISCONNECT FOR CONDENSING UNIT DISCONNECT MEANS. PROVIDE FUSING PER ELECTRICAL DATA MOCP SHOWN ON MECHANICAL EQUIPMENT SCHEDULE. 4. PROVIDE 120V DEDICATED CIRCUIT(S) FOR FIRE ALARM CONTROL PANEL AND SPRINKLER CONTROLS AT THIS ROOM. REFER TO PANELBOARD SCHEDULE FOR CIRCUIT NUMBERS. WORK NOTES:# SCALE: 4 DIAGRAM - LIGHTING CONTROL NOT TO SCALE TC C BUILDING PARKING L N 7-DAY DIGITAL W/HOLIDAY TIME SWITCH, 2-CHANNEL, 20-AMP, 120V. INTERMATIC #ET2125C 30-AMP/4-POLE LIGHTING CONTACTOR, 120-VOLT COIL. INTEGRAL CONTACTOR BUILDING EXTERIORH-2 E2.0 PART CKT H-3 PART CKT H-3 H-1 05/08/2020 Reviewed by SAFEbuilt 08/17/2020 JJ F TV D j S j TV 60" TV D C C B B EBH 1 S M EFSM 1 48" O n S p EBH 1 S M EF SM 1 J S J S 36" 60" UC 3e A De JJF D g3 D d 3d A D h S h J S CTR J WP, 24" 16 TYP. S 48" F/CC 1 D 13 TYP. C 7 Sc CTR CTR S Sb 3b A D g3 A Da 3g A 3g A 3g A 3g A J P-3 UC CTR 48" P-19 19 19 19 19 19 P-11 9 11 3cSf 3f 3h 3j 3k 3k Ok Sm 3m 3n 3n 3p P-29 P-15 15 15 15 15 15 P-29 J P-14 P-10 P-12 12 12 10 10 P-(21,23) P-8 P-6 P-4 P-2 P-(22,24) P-5 5 5 5 5 P-1 11 1 1 1 1 P-17 17 17 P-7 P-25 5 5 5 1 TYP. 2 TYP. 3 4 5 6 TYP. 9 TYP. 10 TYP. 11 TYP. 15 14 3a A PANEL 102 (104,202, 204, 302, 304) J S r 3r 3e A 3e A 3a A 3a A 3 H P-9 J 10 16 17 S WH 1 EF 1 S M C O n S m 1 B P-13 S M EBH 1 P-29 S M EBH 1 P-29 Ok Sh JJ F 3j 48"P-2 P-(22,24) 2 15 BB C C S M EBH 1 P-29 EF 1 S M EF 1 S M AA A A A A A AA A A G JJ F 3s J S J S J S 48"48"P-11119 P-15 15 15 15 15 P-19 19 19 19 1919 P-1 1 1 5 1 P-5 17 17 P-17 17 S u J D g 3u DsSsDe D d3 Dd3 Db D a 3b 3a 3d 3d3d 3e 3f 3g 3g 3g3g 3h 3k 3k 3m 3n 3n S p 3p O q S r 3q 3q 3r J P-3 St J J S 1919 19 19 A 3e P-4 4 UC 14 3 60" P-(21,23) P-8 CTR CTR P-10 12 10 CTR 12 36" P-14 10 CTR P-12 SUC P-6 5 D S c 3c Df A 3v D v 5 5 5 19 PANEL 104 (204) TV TV TV TV 1 3t WP, 24" 1 D j S j 3d E 3d E J J 16 TYP. S 48" F/CC 1 13 TYP. C 7 P-25 P-7 J 1016 S 48" WH 1 TV 60" B C Sj Oh 48" EBH 1 S M EF S M 1 JJ TV 3c A 3c A 3c A Dc CTR UC CTR UC Db Sb 36" CTR3a A 3aA 3a A DeDa JJ F 3g 3d A DgDkSk J S J SD 13 TYP. 16 TYP. S48"F/CC 1 Sm C 7 CTR CTR UC S Sn S p S f G WP 24" J A 3g A 3g A 3g A J P-3P-2 P-(22,24) P-10 P-14 P-19 19 19 19 19 P-1 1 1 1 1 1 3b F 3f 3h 3h 3j P-29 P-13 P-5 5 5 5 5 5 5 5 P-1515 15 15 3k P-4 P-12 P-6 P-(21,23) 12 12 10 10 1 1 2 TYP. 1 TYP. 4 5 6 TYP. 9 TYP. 10 TYP. 11 TYP. 15 14 D d 3m 3n 3p 3e E 3e E A PANEL 103 (203, 303) 60" P-8 3 H P-7 J 12 12 16 S WH 1 P-25 CTR CTR CTR 3a A 3aA 3a A 5 S 3e E UC UC 3 4UC 36" JJF 11 TYP. TV 60" 9 TYP.10 C B B 48" S k O j 1 TYP. EBH 1 S M EF S M C 48"SM EF 1 TYP. B C 1 TYP. 48" EBH 1 S M EF S M 3g A Ds 48" TV JJ F TV TV J S 6 TYP. J S J S J S De Da Dc Dd 3d A 1 1 1 3c A 3c A 3c A D 2 TYP. 13 TYP. 16 TYP. 15 S 48" F/CC 1 StC 7 S u WP, 24"J CTR CTR A G TYP. 3g A 3g A 3g A J P-1 1 1 1 1 P-19 19 19 19 19 19 19 19 19 19 19 P-15 15 15 15 1515 15 15 15 15 P-17 17 17 17 17 17 17 P-11 11 9 P-13 P-2 P-(22,24) P-6 P-10 P-12 12 12 10 10 10 P-4 P-(21,23) P-14 P-5 5 5 5 5 5 P-7P-25 P-29 3b Db Sb D g Df 3f 3h A Dh P-3 3j 3j 3k Om Sn 3m 3m 3n S q O p 3q 3p 3p 3r Sr Ss 3s 3t P-29 J 3u 3e E B 3m PANEL 101 1460" P-8 19 P-9 J 12 16 S WH 1 48" 3d A 2 TYP. 15 P-2 P-(22,24) #10 Dd J 3w Sw D 13 TYP. 16 TYP. N S 48" F/CC 1 St C 7 P-7P-(25,27) 3t PANEL 201 SCALE: A E2.1 1/4" = 1'-0"N UNIT A TYPICAL G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT E2.1 WORK NOTES: 1. PROVIDE MANUAL ON / VACANCY OFF DEVICE FOR LIGHTING CONTROL IN THE BATHROOMS WITH INTEGRAL ON/OFF FOR EXHAUST FAN CONTROL. PROVIDE EQUAL TO LEGRAND #LMDW-102-W. 2. PROVIDE NEMA 14-30, 3 POLE, 4 WIRE 240V. 30A DEVICE FOR THE DRYER. VERIFY CORD/PLUG CONNECTION WITH EQUIPMENT PROVIDER PRIOR TO ANY PURCHASE. ROUTE (3 #10 THWN CU & 1 #10 CU GRD) TO UNIT LOADCENTER. 3. PROVIDE NEMA 14-50, 3 POLE, 4 WIRE 240V. 50A DEVICE FOR THE RANGE. VERIFY CORD/PLUG CONNECTION WITH EQUIPMENT PROVIDER PRIOR TO ANY PURCHASE. ROUTE (3 #6 THWN CU & 1 #10 CU GRD) TO UNIT LOADCENTER. 4. PROVIDE RECEPTACLE UNDER COUNTER FOR CONNECTION OF DISHWASHER. 5. PROVIDE 20A RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL CONNECTION. HALF-SWITCH THIS DEVICE FROM SWITCH ABOVE COUNTER. LABEL SIDE OF RECEPTACLE THAT IS SWITCHED ON DEVICE. 6. PROVIDE SMOKE DETECTION EQUIPMENT.120V WITH BATTERY BACK-UP. 7. PROVIDE CARBON MONOXIDE DETECTION AT FURNACE ROOM. 8. PROVIDE 120V CONNECTION FOR FAN COIL. 9. PROVIDE 3 GANG RECESSED BOX WITH RECESSED DEVICES (COM/DATA/POWER) FOR TELEVISION INSTALLATION. COORDINATE EXACT LOCATION WITH ARCHITECT. EQUAL TO LEGRAND #TV3WTVSSW. DUPLEX SHALL HAVE INTEGRAL SURGE PROTECTION. 10. PROVIDE DIMMER FOR CONTROL OF (FAN) LIGHT KIT. PROVIDE SWITCH FOR CONTROL OF FAN MOTOR. 11. PROVIDE JUNCTION BOX RATED FOR CEILING FAN INSTALLATION. 12. ROUTE (2 #10 THWN CU & 1 #10 CU GRD) 3/4"C TO CORRESPONDING UNIT LOADCENTER. 13. PROVIDE 120V CONNECTION FOR THE WATER HEATER. 14. PROVIDE DUPLEX FOR MICROWAVE ABOVE SHELF. REFER TO ARCHITECTURAL KITCHEN ELEVATIONS FOR EXACT MOUNTING HEIGHT. 15. PROVIDE 20 AMP DEDICATED RECEPTACLE FOR LAUNDRY CIRCUIT. 16. PROVIDE CONNECTION TO HOOD LOCATED UNDER THE CABINET. 17. PROVIDE SWITCH AT COUNTER TOP FOR CONTROL OF HOOD FOR ADA RATED UNIT. REFER TO ARCHITECTURAL PLANS. # GENERAL NOTES: 1. PROVIDE RECEPTACLES WITH TAMPER-RESISTANT PROTECTION PER NEC 406.12 REQUIREMENTS. 2. PROVIDE AFCI PROTECTION PER NEC 210.12 REQUIREMENTS. 3. PROVIDE GFCI PROTECTION PER NEC 210.8 (A) REQUIREMENTS. 4. RECEPTACLES SHALL BE INSTALLED IN ACCORDANCE WITH NEC 210.52. 5. COORDINATE FINISH COLOR OF ALL WIRING DEVICES WITH ARCHITECT PRIOR TO ANY PURCHASE. 6. PROVIDE ALL RACEWAYS, BACKBOXES, MUD-RINGS, S-HOOKS, ETC FOR A COMPLETE TELECOM/TELEVISION PATHWAY SYSTEM. ALL DEVICES, CABLING, EQUIPMENT SHALL BE BY OWNER'S TELECOM CONTRACTOR. SCALE: B E2.1 1/4" = 1'-0"N UNIT B TYPICAL SCALE: C E2.1 1/4" = 1'-0"N UNIT C TYPICAL North Electrical Typical Units SCALE: D E2.1 1/4" = 1'-0"N UNIT D TYPICAL SCALE: E E2.1 1/4" = 1'-0"N SECOND FLOOR ALTERNATE ENTRY 05/08/2020 Reviewed by SAFEbuilt 08/17/2020