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Home My WebLink AboutPlansRefer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. 0; A Construction Inc. PROJECT NARRATIVE: THE SCOPE OF THIS PROJECT IS TO CONSTRUCT A TWO STORY BUILDING OF APPROXIMATEY F FOWER LEVEL IS SHOP AREA OF 3,200 SF AND UPPER LEVEL IS OFFICES OF 3,200 SF.TWO INCLUDES SITE DEVELOPMENT AND THE USE OF RETAINING WALLS TO RAISE GRADE TO THE UPPER FLOOR. ��00 Owner: BUILDING CODE INFORMATION: 1.) APPLICABLE CODES: GARFIELD COUNTY BUILDING CODE 2016 • 2015 INTERNATIONAL BUILDING CODE AND APPENDIX 1 • 2015 INTERNATIONAL PLUMBING CODE • 2015 INTERNATIONAL MECHANICAL CODE • 2015 INTERNATIONAL FIRE CODE • 2015 INTERNATIONAL FUEL GAS CODE • 2011 NATIONAL ELECTRICAL CODE (STATE ADOPTED) • 2009 INTERNATIONAL ENERGY CONSERVATION CODE • ICC/ANSI Al 17.1 - 2003 ACCESSIBILITY STANDARDS ADDITIONAL CODES AND STANDARDS: UNDERWRITERS LABORATORIES (UL) FIRE RESISTANCE DIRECTORY, 2005 ED. GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, SEVENTEENTH EDITION 2.) SPRINKLERED STATUS: BUILDINGS IS NOT SPRINKLERED. 3.) BUILDING FIRE ALARM STATUS: BUILDING WILL HAVE A NEW FIRE ALARM SYSTEM INSTALLED. 4.) CONSTRUCTION TYPE: 2015 IBC: TYPE V-A 5.) BUILDING HEIGHT AND AREA: TABLE 503 3 STORIES ALLOWED 9,000 SF ALLOWED PER STORY - 3,200 SF PER STORY PROVIDED 6.) FIRE RESISTANCE RATING: TABLE 601 STRUCTURAL FRAME: 1HOUR BEARING WALL - EXT. & INT: 1 HOUR FLOOR / CEILING CONSTRUCTION: 1 HOUR ROOF / CEILING CONSTRUCTION: 1 HOUR SHAFT ENCLOSURES (707.13): 2 HOUR ( NOT LESS THAN SEPARATIONS REQUIRED) 7.) OCCUPANCY CLASS: GROUP B - OFFICE F-1 - MANUFACTURING - MODERATE HAZARD S-1 - STORAGE - MODERATE HAZARD OCCUPANY CLASSIFICATION OR LOAD NUMBERS, 8.) MIXED USE OCCUPANCY - SEPARATED OCCUPANCY 9.) OCCUPANCY SEPARATIONS: TABLE 508.4 GROUP B TO F-1/S-1 - 2 HOURS. GROUP F-1 TO S-1 - 0 HOURS Cuc Construction, Inc. 635 Glassier Drive Carbondale, Colorado 81623 Ernesto Cuc, President Architect: Clear Creek Architects, P.0 25568 Genesee Trail Road Golden, Colorado 80401 303-888-6253 John P. Lowe, AIA john@ccarchitects.net Office and Shop Building LOT 2 COKE OVENS EXEMPTION GLENWOOD SPRINGS, COLORADO GENERAL NOTES: 1.) GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER PRIOR TO BEGINNING WORK FOR ANY SPECIAL CONDITIONS OR WORK RESTRICTIONS FOR THIS PROJECT. 2.) THE CONTRACTOR IS HEREBY DIRECTED, AS A CONDITION OF THE CONTRACT, TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED HEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 3.) NO CONTRACTUAL ADJUSTMENTS SHALL BE DUE AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF THIS DOCUMENT. 4.) CONTRACTOR TO CONSULT WITH OWNER AND FOLLOW FACILITY RECYCLING POLICY AND PROCEDURES. Mech/Plumbing/Electrical: Hughes Consulting Engineers, P.A. 920 Massachusetts Street, Suite 2 Lawrence, Kansas 66044 Dimitri Merrill, EIT 970-239-1949 Structural: Alpine Edge Engineering, Inc. 605 River Park Dr Ridgway, CO 81432-8711 Matthew D. Hepp, P.E. 970-318-1469 Sheet Number SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY SUILD NQ DEPA MENT. DATE ®i l BY-4AWAD `./ FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of DRAWING INDEX Sheet Name Permit Rev I Rev Set #1 1 #2 0 COVER SHEET • GI-101 GENERAL SYMBOLS, ABBREVIATIONS, & LOCATION PLAN • GI-102 ADA/ DRAWING STANDARDS • GC-001 FIRE RATED CONSTRUCTION • GC-002 LIFE SAFETY PLANS • AS-101 ARCH SITE PLAN • C CIVIL • C101 SITE GRADING & UPPER DRIVEWAY PROFILE C102 SITE GRADING & LOWER DRIVEWAY PROFILE • C103 GRADING & RETAILING WALL DETAILS C104 WASTEWATER TREATMENT SYSTEM SITE PLAN • C105 WASTEWATER TREATMENT SYSTEM PLAN & PROFILE • S STRUCTURAL SO GENERAL NOTES & SPECIFICATIONS • S1 FOUNDATION PLAN • S2 FOUNDATION DETAILS • S3 DETAILS • S4 UPPER FLOOR FRAMING PLAN • S5 FRAMING DETAILS • S6 ROOF FRAMING PLAN • S7 ROOF FRAMING DETAILS • • S8 WALL SECTIONS A ARCHITECTURAL • A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN • A-103 FIRST FLOOR RCP • A-104 SECOND FLOOR RCP • A-105 ROOF PLAN • A-201 EXTERIOR ELEVATIONS • A-202 EXTERIOR ELEVATIONS • A-301 BUILDING SECTIONS • • A-302 WALL SECTIONS A-303 WALL SECTIONS • A-401 ENLARGED TOILETS/PLAN/ELEV • A-402 STAIR PLANS/SECTIONS • A-403 STAIR DETAILS • A-501 EXTERIOR DETAILS • A-502 EXTERIOR DETAILS • • A-503 EXTERIOR DETAILS A-504 EXTERIOR DETAILS • A-505 GSM DETAILS • A-506 INTERIOR ELEVS • A-507 INTERIOR PARTITIONS A-601 DOOR AND OPENING SCHEDULE/DETAILS • A-602 WINDOW FLASHING SEQUENCE • A-603 DOOR FLASHING SEQUENCE • A-604 ROOFING DETAILS • A-701 FINISH SCHEDULE AND LEGEND • M MECHANICAL M1 FIRST FLOOR MECHANICAL PLAN • M2 SECOND FLOOR MECHANICAL PLAN • P PLUMBING P1 PLUMBING NOTES, SCHEDULES AND LAYOUT • E ELECTRICAL E1 EMERGENCY LIGHTING LAYOUT, LOAD CALC & RISER • Civil: Gamba & Associates, Inc. 113 Ninth Street - Suite 214 Post Office Box 1458 Glenwood Springs, CO 81602 Michael Gamba, P.E. & P.L.S. 970-945-1410 mgamba@gambaengineering.com IT , Clea"r' Creek A r c h i t e c t s PERMIT SET 10/14/2016 0�10.A FAWKS Office and Shop Building CCA PROJECT #2016-011 \j u� v N M ca 3 7 VCO y CD 0 ~ N r C cm m C003 o CM v m G J Ay K O Lca s 6C7 y 6C7 n r� e3 LIFE SAFETY PLAN LEGEND 0 ,It 0 0 v 0 0 N 0 O N 0 0 N O 0 N 1 , ) 2 3 4 Y80' - 0" 26' - 8" 26, - 8" 26 - 8" I R 32° L� R 32• U R 32" L-�'J P 136"1 p 36 p 36 I - 61/4" — W — 2 Level 2 LIFE SAFETY PLAN A-302 GC 002 1 /8" = 1'-0" ------------ I I ii I I DOOR J DOOR ` DOOR J L__=-------------,� ____====0 32 __� O 32_______0 32 r------ R 32" R 32" R 32" _-------------- -- � x 3K X X Y Yx x x x Y Y YY Y Yx x)K CIE Y Y iL- _ Y XX X Y Y�YYY� )K )K X YLY Y )K ik X X X X X ;Y Y X) V Y Y Y Y Y - 3IK )K X Y )K X X YYYY, X X X Y Y Y sal YYYYY Y Y�YYYY X Y YYYY �E X Y b= a 3K ) I Y YYIYYY * 3K Y X X )KI Y V 3K X Y )K '.K w 319I Y 3K )K X YYY Y Y Y ice_ _JI YYYYY )K v j YY �� K � Le mJ YYYYY Y E 3K 3K jY 3K A XY YYYYYYY YY x �K X X YYY ik- - YYY Y YaY *y 3K 3K * Y"IY 3Ey/ '�yy . .,YYYYrY iK yiK Ky )E YYY F T )K YYY X aC )K )K Y YY T T T YYY Y YVY;v X X CIE vvYYIYVYY X X YK X YYYYYYYYYYYYYYVYYYYY X X X YY VY vVY\V✓YYVYVYVYVVVVVV VV�VVVYVVVVVVYVYVYVYVYVVVVVVVVVVVVVVYV YVVVYVVVYVYYVVYVV VVV VVY B VY 1C6Y Y �V Y V Y YV V�V VVV Y YYY VV YYY VVY V V iR1iY - VVY VVY V V V v V VYY Y V Y VVVV V VIV VVYYV V V V V VY�Y VVY V V V V VVVVV VV V V V V V V V V VVV V VVVV VVV V �V FIFL DETER V V VSfORTGE VV V VVV VVV VVVV VV VVVV VVV V VVVVV �V V V V Y YJVY v VVVY fONV Y Y�V VV VVVV VVYVVV (��VVvVV VV V V VV jJYV V YY vwYY Y v�v Y Y Y VYYY VVY Y YVYYY `v Y Y Y YYYY YYYY YYY — Y Y Y Y Y Y Y Y Y Y JC,IYYY /�YY� VVVVV V V V V V V {L/1I O YYYY Y IY Y YYY- -- Y YY Y YYYYY Y Y YYY Y YY YY'� a Y Y Y Y V Y �., Y`., Y Y Y Y Y Y ., Y I Y Y YY.,YYYVY Y Y VY.,YVYYYYY., _��cvvvvv �"� � Yv ,✓YYY Y Yv �� j I f 1 L A-302 GC 002 11 LIFE SAFETY PLAN 1/8" = 1'-0" FIRE DEPARTMENT CONNECTION FDC FIRE EXTINGUISHER CABINETFECFDC FE FIRE EXTINGUISHER • TRAVEL DISTANCE FROM THE XXX' X"� MOST REMOTE POINT TO THE �. CLOSEST EXIT I�te7t1:7_CHq B BUSINESS OCCUPANCY S- 1 MEP/ STORAGE EXIT SYMBOL EXIT SIGN ;. HATCH INDICATES EXIT TEXT AND ARROW INDICATES DIRECTION OCCUPANTLOAD DESCRIPTION I OCCUPANCY S.F. O.L.F. OCCUPANTS FIRST LEVEL F-1 500 S.F. 200 GROSS 3 GARAGE FIRST LEVEL I 2700 S.F. 200 GROSS ,/ 14 STORAGE � J FIRST LEVEL 32005,F 17 TOTAL SECOND LEVEL B 3200 S.F. 100 GROSS �I 32 BUSSNESS SECOND LEVEL 3200 S.F. 32 TOTAL TOTAL BUILDING 6400 S.F. 49 PLUMBING CALCULATIONS IBC TABLE 2902.1 OCCUPANCY CLASSIFICATION WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINK BUSINESS B 2 2 1 REDD 1 REQ'D PROVIDED 5 5 1 1 1-i �.c aisfrr ifs fl ►�a I aJ�,r�v� � �.c�►�- `�� sib n - ofi� raj u�w-r�9 pr � a>r to fi ►�a 1 bGc►Idin® ih9pt0lOy1 4 CW4. q OCu.+) r*W / Clear ) Cr1? eek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road Montrose, Colorado 81401 P. O Construction Inc. 0 Z0 0< 0 0 •� w U Q cl) CD U) � w or_Q C/ ./ / 0 U) I -0 wo m 00 0 LL LL c�� N z C/) 1— i—w w ® 0 J JU LL DATE 09/12/16 DRAWN BY LHL LHL CHK'D BY SHEET FILE COPYRIGHT 2016 CLEAR CREEK ARCHITECTS, INC� GC-002 CCA PROJECT # 2016-011 .�� EXTG COKE \ \ eq OVENS eF` G EXTG FENCE a• s FT A� \ O,o <ZF WA` r 04 A'JACCOnr'YU^ ' 1 ARCH ITE AS 101 1" = 3C RAL SITE PLAN Clea''If Creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road Montrose, Colorado 81401 ISSUE/REVISION I DATE I NO. Construction Inc. O z0 OQ c' � o 20 •� w U m WU Q C D Z O O U) -0 w0 OO co O O U 3: U) U NZ = i- w U - j C� Q DATE 10/01/16 DRAWN BY LHL CHK'D BY LHL SHEET FILE COPYRIGHT 201. -.INC. AS=1 01 CCA PROJECT # 2016-011 HIGH POINT ELEV = 5936.14 HIGH POINT STA = 0+46.78 PVI STA = 0+44.64 PM ELEV = 5936.52 A.D. = -12.00 K=2.13 594( 593( 5921 DATUM ELEV 5910.00 LOW POINT ELEV = 5933.09 LOW POINT STA = 1+33.20 PM STA = 1+13.20 PM ELEV = 5933.09 A.D. = 5.00 K = 8.00 HIGH POINT ELEV = 5933.09 HIGH POINT STA = 2+82.83 PM STA = 3+02.83 PM ELEV = 5933.09 A.D. _ -4.75 K = 8.43 PVI STA = 5+05.54 PVI ELEV = 5923.47 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 11 a+OU +H-uu 4-rzv rrw rrou rrou arw �r< rt LOWER DRIVEWAY GAS --- GAS GAS -- GAS GAS - GAS - GAS LOT 2 COKE OVENS EXEMPTION PROPERTY BOUNDARY GAS I STA 3+24 OFFSET 24.99 R TOP OF WALL (T.O.W.)ELEV = 5931.59 BOTTOM OF WALL (B.O.W.) ELEV = 5926.59 END"STONETERRA'BLOCK MECHANICALLY STABILIZED EARTH RETAINING WALL <� AIRPORT ROAD EDGE OF EXISTING ROADWAY V4/Y 1`7/ 11Ci1. wv1.. EXISTING NATURAL GAS PIPELINE 12-IN ADS-N12 CULVERT 34.85-FT �- A GTH AT 3.47% GRADE. INVERT OUT ELEV = 5928.00 GAS GAS GAS GAS GAS GAS GAS OPLAST INLET WITH 77 12-IN DOME GRATE -- GAS -- RIM ELEV = 5932.21 ELEVATION OF 12-IN TO of Flu CULVERT=5929.21 SLOPE IN RIGHT-0E-WAY STA 2�40 STA. 2+20 STA. 2+ STA 11801a60 STA 2+80 STA 2 OFFSET & 2- R OFFSET 27.63 R OFFSET 77.53 R OFFSET 27.53 R.53 R STA. 3+00 OFFSET 25.00 R OFFSET A. 2+60 T.O.W. = 26.37 6 T.O.W. = 5932.S1 T.O.W. = 5932.54 T.O.W. = 5932.543254 OFFSET 25.00R T.O.W.-5932.59 T.O.W.=5932.59 B.O.W.=5927.56 BO.W.=592].54 B.O.W.=592754 B.O.W.=5927.%27.54 - TOW.=5932-42 B.O.W.-592759 B.O.W.=5927.59 \ \ eOW.=5927.42 -- OFS ET 27.50R 1 . OVIjIG W \GAS GAS GW O*a- \ v'R/1/�•r/� GAS T.O.W.=5932.54 .ryAyy��I.� /' \�ry� 1 , f�,Jjr�/j tGAS B.G.W.=5927.Sd L1Fvm vVl�. 1 Y--0 v��1{../// 1' Vvt r.6 OFFSET 25.37R 19 II wp� • /�0)/��tN T.O.W.=5930.80 I,Iyjj/ B.O.W. = 5926.!i8 ((( [[Y" BEGIN "S TERRA" BLOCK MECHANICAL A EARTH RETAINING WALL NOTE: ACCORDING TO UTILITY LOCATIONS PROVIDED BY THE UTILITY NOTIFICATION CENTER OF COLORADO, THERE ARE NO OTHER EXISTING UNDERGROUND UTILITIES LOCATED WEST OF THE EXISTING ROADWAY WITHIN THE AIRPORT ROAD RIGHT-OF-WAY EXCEPT FOR THE NATURAL GAS PIPELINE WHICH IS SHOWN HEREON. GAS GAS � END "STONETERRA"BLOCK oI a` o \ 12-IN DIA. ADS-N 12 CULVERT 49.39-FT MECHANICALLY STABILIZED EARTH N I o� Ni 5930 593p \ .8 IN LENGTH AT 2.62% GRADE. INVERT Sy2s RETAINING WALL "I OB o OUT ELEV = 5925.00 �a�S +20 3+00 2+ 80 2+ 2+40 2+20 2+00 1+ 0 1+60 1+40 0 \ - I- - I I - 1 i + 1 1+20 1 3+43 0 qx� n 3+80 3+60 �0 �- - F---�9 - --I ~ ~ N d 00 S 5935 t I O 4+00 n 3 0+80 E I +g9; O+6p `D IN It SAS \ 518 U TWO STORY OFFICE AND SHOP BUILDING6.1"�� - - - - - - - FINISHED FLOOR ELEVATION OF LOWER LEVEL 5933.21 FINISHED FLOOR ELEVATION OF UPPER LEVEL \ Sg3p - o - - 5948.21 5940 \\ \ 5940 - - N - - 12-IN DIA. NYL02-BJ INLET WITH GRATE MECHANICALLY ISTABILIZEDBORIM ELEV = 5929.29K - - INVERT ELEVATION b922-IN 1 - 5945 EARTH RETAINING WALL 3 I 21 0 - -- ' - -_- - - - BEGIN "STONETERRA" BLOCK a\ ��- 1d1 a a _ _ - - - - - MECHANICALLY STABILIZED EARTH ---- __ - _ N - ti' _ `,.� _ CA, RETAINING WALL- /5g-55i j i _ _ - - - - - END "STONETERRA" BLOCK --- - \' - - - MECHANICALLY STABILIZED EARTH RETAINING WALL CA END'STONETERRA" BLOCK - - - - -_- - - _-_ _ / - -- - -- -� / '� j g45� r, MECHANICALLY STABILIZED EARTH - - - - - - - - - - RETAINING WALL 596 0- _ --- --- -_�-_ i _ - -5960- _ _ - - - - - - - „ I - -' g95 - _ _ __---------- - _ - _ - _ - - ----- - - _ - 5975 - - ----- - ---- - -- - / 1f_ / __-..---- 20 0 20 40 60 - ----- \ GRAPHIC SCALE IN FEET 11NCH= 20 FEET CONTOUR INTERVAL = 1 FEET FEB 0 22017 / M G A M B A & ASSOCIATES GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 970/945-2550 WWW.GAMBAENGINEERING.COM 113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602 Construction Inc. 4� 0 a z0 O > O Q 20 m W U J 0- U) 0 IJJ w / /� V i O U) Li W 0 N Op Z CU U_ N CD O J O -j c9 cn DATE 17 October, 2016 DRAWN BY MJG CHKV BY MJG SHEET FILE COPYRIGHT 2016 GAMBA 8 TES, INC. SHEET clo �&A PROJECT # 9316 6 7V ^4c0,I[M Wit" wtv&f R,ct. Wa l l wel t- s L. GLULAMS- 1) All glu lam beams shall be 24F-V4 Douglas Fir (outer and core laminations), except where noted otherwise. 2) Glu lam columns shall be combination symbol 2, grade DF L2, or better. 3) Giu lams shall not be directly exposed to weather, unless wrapped or protected with water-resistant material to prevent moisture penetration. MICRO -LAM M. L VL beams or blocking shall be laminated veneer lumber (e.g., Micro=Lam by Trus Joist or Versa Lam by Boise Cascade). Equivalent brands may be used if approved by CE*. Ali LVL to have at least the following minimum design stresses. Fb = 2600 psi Fv = 285 psi VERSA -LAM E = 1, 900, 000 psi Fc(ll) = 2310 psi * Fc (t) = 750 psi* M. LVL beams or blocking shall be laminated veneer lumber (e.g., Versa Lam by Boise Cascade). Equivalent brands may be used if approved byAEE*. All LVL to have at least the following minimum design stresses: Fv Fb E Fc(ll)* Fr(t)* 1-314and 2S/8"wide 285 2800 2,000,000 3000 750 3%" and wider 285 3100 2,000,000 3000 750 N. PSL beams or columns as noted on the plans shall be Parallel Strand Lumber (e.g., Parallam PSL by Trus Joist). Equivalent brands maybe used if approved by AEE. All PSL to have at least the following design stresses (in psi): Fv Fb E Fc(ll)* Fc(t)* Beams 290 2900 2,000,000 2900 650 (Wolmanized) f75 2090 1,740,000 1680 385 Columns 290 2400 1,800,000 2500 650 (Wolmanized) 175 1728 1,566,000 1450 385 O. LSL beams, blocking, or rim joist shall be Laminated Strand Lumber (e.g., TrmberStrand by Trus Joist) or equivalent size LVL LSL shall have at least the following minimum allowable design stresses (in psi), Fv Fb E Fc(11)* Fc(t)* Blocking, Rim or Beam (Less than 9"deep) 400 1550 1,300,000 1400 650 Header orBeam (9-1/4"anddeeper) 310 2325 1,550,000 2050 800 P. STRUCTURAL INSULATED PANELS (SIP's): Manufactured panels shall be approved per ICBO or equivalent report, and installed and connected to framing and foundation per manufacturer's details, unless noted otherwise on this plan. IV. TIMBER CONNECTORS: A. 1) AI! hardware (e.g., column caps and bases, beam and joist hangers, etc.) as specified on these plans has been denoted by Simpson Strong -Tie designations. Hardware used Is to be Simpson or equal, with the engineer to approve the use of altemate hardware other than Simpson where the bad capacity of such hardware is a consideration. All hardware shall be installed with nails or bolts exactly as called for by the manufacturer, unless noted otherwise on these plans. 2) Where plans indicate "Q"series hardware (e.g., CC(Q) or CB(Q), etc.), either standard or Q" sedes maybe used, unless noted otherwise.. SDS screws must be used with all Q and PHD or HOU series hardware, as well as any other hardware for which SDS screws are Indicated In the Simpson catalog. Substitution of lag bolts or standard screws shall not be permitted. 3) Where steel straps, seats, buckets or other stock hardware as specified is spaced wider than actual attached member, provide plywood or 2x shim(s) as necessary such that all hardware bears firmly on solid framing. B. All nails shall be common, and galvanized common nails where exposed to moisture, except where other treatment Is required for connection to PT wood (see section Ill-G) or as noted otherwise. EXCEPTION: Galvanized box nails may be used for shear wall nailing unless noted otherwise. C. All bolts shall be A307 steel and threaded fasteners A36 steel per ASTM designation, except where noted otherwise. Washers shall be provided below bolt heads and nuts where bolts bear directly on wood. Bott heads and nuts may be let -in to logs. Bolls in logs shall be checked for snugness and tightened as necessary 6 and 12 months after placement, and periodically after that as necessary. D. All TJS open -web joists shall have fop -chord bearing on wood beam or wall plates, with standard bearing clips per TrusJorst manual and plan details. Clips at endwall bearings shall be placed within +/-,s"of center line of beam or plate. When joists butt together from opposite directions at interior bearings, provide separate bearing clips for each piece (per Trus Joist manual). V. PLYWOOD DIAPHRAGMS: A. HORIZONTAL DIAPHRAGMS: All framed horizontal (roof and floor) surfaces shall be sheathed with plywood, with face grain perpendicular to the supports, in a staggered pattern (per iBC Table 2306.3.1, cases 1 & 3). Nail at all panel edges, intermediate framing, and to blocking over perimeter or interior shear walls. Actual nailing and design of such diaphragms shall be per Code prescriptive method and not the responsibility of AEE, unless specifically noted otherwise on these plans. B. VERTICAL DIAPHRAGMS (Shear walls): All perimeter walls of the structure, and any interior shear walls, shall be sheathed with minimum 7116" thick OSB or 318" thick plywood sheathing, rated CD -Exposure 1. All panel edges shall be blocked, and all abutting panels shall be nailed to common framing members at panel joints. Actual design and nailing of such shear walls (braced wall lines) shall be per Code prescriptive method and not the responsibility of AEE. unless specifically noted otherwise on this plan. C. AT EDGE OF OPENINGS & WALL CORNERS, nail sheathing panels to vertical framing with specified panel edge nailing over full height of framing. Attach any specked holdowns to minimum two full height studs, unless noted otherwise. At wall comers, attach any specified ho/downs to multi -stud or past receiving sheathing nails from walls in both directions. Vi STEEL: A. All structural steal shall conform to currentAiSC and IBC standards. B. All Structural steel shall have a minimum yield strength of 50 ksi for W shapes (I" beams- ASTM A-441 orA-572), 36 ksi (ASTM A-36 for shapes and plates, ASTM A-53 for pipe columns), and 46 ksi (ASTMA-500, Grade B) for structural steel tubing. C. EXPOSURE PROTECTION, Alf steel exposed to weather, moisture, soil,, orasnoted shall begalvanizedperASTMA-123(1.25oz/sfminimum). All other steel surfaces to be shop primed after fabrication. D. WELDS: 1. All welding is to be performed in accordance with the specifications of the American Welding Society(AWS) code D 1.1-88. 2. Use E70XX electrodes (low hydrogen or approved equal) in all welding, unless use of another electrode is approved by the engineer. 3. All shop or field welding is to be performed by a Qualified Welder for the specific process indicated. 4. Where field welding is to be performed in the immediate area of existing flammable material (e.g., wood framing), such material shall be shielded or wrapped for protection from combustion, and a fire extinguisher shall be readily available during this process. 5. All field welds must be inspected by an A WS-Certified welding inspector, per 94 UBC Section 1701.55. The inspector must be notified prior to any welding process, so that preliminary Inspection maybe made if necessary. Inspection is to be visual and 100%, unless noted otherwise. STRUCTURAL SPECIFICATIONS AND GENERAL NOTES I. SCOPE OF ENGINEERS SEAL: A. The engineer's seal on this drawing shall be for STRUCTURAL PURPOSES ONL Y, and shall apply only to the areas or items as indicated on these plans. ONLY WET -SIGNED DRAWINGS SHALL BE VALID FOR PERMIT APPROVAL AND CONSTRUCTION. Specifically, the engineer's seal on this drawing shall apply only to the NEW COMMERCIAL ADDITION CONSTRUCTION. S. Where no specific conditions are indicated on these plans, the prescriptive provisions of '15 International Building Code (IBC) Section 2308 for Conventional Light -Frame Construction if approved by the Building Official. Such conditions shall not be Included wrth this plan, and are not the responsibility ofALPINE EDGE ENGINEERING LLC (AEE)*. C. This structurel plan is based on architectural plans for this structure as provided by others. Such architectural plans shall accompany and conform to these structural plans for permit approval. D. All non-structural aspects of this plan (architectural, mechanical, electrical, plumbing, site planning, etc.) shall be the responsibility of others. E. The engineer's seal shall be valid only for the individual structure on the specific site indicated on this plan. This plan shall not be valid for any other structure(s), even though such other structure(s) may be identical to that indicated on this plan. i1. GENERAL NOTES: A. All construction shall be in accordance with the minimum requirements of the 2015 edition of the International Building Code (IBC) or Intematlonal Residential Code (IRC), and all local building ordinances, or as specifically noted on these plans, with the most stringent conditions governing. it Is the responsibility of the Contractor or Builder to be familiar with and comply with these requirements. B. if any structural revisions are made from these plans, ALPINE EDGE ENGINEERING LLC (AEE)* shall be notified prior to making such revisions and the necessary certified revised plans and calculations obtained. AEE assumes no responsibility for any revisions or effects thereof made without prior notification and approval. C. The Contractor and/or Architect or Designer shall verify all dimensions on these plans, and AEE shall be notified of any discrepancies found before work commences. D. This structural design is based on a completed structure as per plans and calculations. The Contractor shall provide temporary bracing and/or shoring of the structure as required until all structural work has been completed in accordance with the plans. E. The Contractor shall be responsible for the proper construction methods, techniques, sequences, and procedures required to perform this work, as well as for the provision of all required safety measures. F. This structural design is based on loading conditions as determined by local building ordinances and the IBC. AEE is not responsible for damage resulting to this structure due to loading conditions exceeding those for which the structure has been designed, or due to Acts of God" (e.g., fire, flooding, etc.). Loading conditions used for this design are: Roof live (snow) load = 40 psf Roof dead load = 15 psf Calling dead load = 5 psf Floor live load = 80 psf Floor dead load = 90 psf Perimeter Wall Dead Load = 15 psf Seismic Design Category C Wind, 115 mph, Exposure C G. A fiat building pad is assumed, unless grade lines shown on this plan indicate otherwise. if discrepancies exist, AEE shall be notified and plans revised before construction commences. Grade lines have been established by information provided by Surveyors, Contractors, Owners, Designers orArchitects, and shall not be the responsibility of AEE. Ill. TIMBER: A. All sawn joists, rafters, headers, and light framing members shall be Hemlock Fir (HF) #2 or better, and all sawn posts and beams shall be HF #2 or better, unless noted otherwise. B. All bearing and braced lateral wall (shear wall) studs shall be Spruce -Pine -Fir (SPF), Hem -Fir (HF), or DFL, "stud"grade or better, unless noted otherwise. Top and bottom plates shall be DFL #2 or better. Double top plates shall be lapped a minimum of (4) feet, with (8) 16d box nails each side within 240of plate splice (nail in two rows). C. All sawn 2x members shall be manufactured and used at 19% maximum moisture content, and shall bear the label "S. Dry"or MC-15" on the grading stamp. D. All headers at perimeter and interior bearing walls shall be a minimum of (2) 2XI0 HF #2 or better and bear on a minimum of 1 trimmer each end, unless noted otherwise. Where opening exceeds 4'-6 ; header shall be a minimum of (2) 9 !4"LVLs and shall bear on minimum of 2 studs at each end, unless noted otherwise. E. 1. All multi-2x4 or 2x6 members indicated on the plans shall be laminated with 10d nails at 12"o. c., and multiple 2x8 or deeper members shall be laminated with 2 rows of 10d nails at 12"o.c. at each layer, unless noted otherwise. 2, Where multi -ply joists, rafters or (girder) trusses are supported at bearing walls, multi -ply studs, grade #2 or better, with an equal number of plys shall be provided below wall plates at bearing points, unless noted otherwise. F. Where wood "cleats"are to be lapped over posts and beams, attach each cleat to each member with minimum (5) 16d, unless noted otherwise. Attach plywood shims to each side of post or beam under cleats as required for flush framing. G. SUBSTITUTIONS of Glu Lam or Manufactured Post or Beam products (per sections K, L, M, and N below) for specified sawn lumber of equal dimension shall be permitted, provided such glu lam ormanufactured members are adequately protected from any exposure to weather, as required by manufacturer. Substitution of glu lam or manufactured products of lesser dimension than the specified sawn lumber shall not be permitted unless such change is made as a revision to this plan and approved by CE. H. 1) AN timber with ground contact, or attached directly to concrete less than 8" above outside grade, shall be grade HF #2 or befter, and pressure treated (PT), for protection against decay. 2) Where PT is other than with CCA, fasteners and connectors shall be stainless steel or ZMAX (G 185 HDG perASTM A653), Hot -Dipped Galvanized (HDG- per ASTM A123 or ASTMA 153), mechanically galvanized fasteners (ASTM B695, class 55 or greater), or as otherwise recommended per ASTM for the treatment process used. Protective barriers maybe used for connectors where approved by the manufacturer. 3) Sril plates shall be foundation grade Hem Fir #2 or better, with '/s"anchor bolts (minimum 7" embedment) placed at a maximum of 4816. c. and at plate ends per IBC requirements, or as noted per plans. L 1. ROOF TRUSSES shall be designed by the manufacturer according to the loading conditions as indicated in Section 1I-F above, as wall as accounting for unbalanced snow and drift loads as required by the IBC. Alf trusses shall be accompanied by drawings bearing the seal of a licensed Professional Engineer (PE). 2. MANUFACTURERS TRUSS LAYOUT shall conform to roof framing plan. If discrepancies are noted, plan or truss layout revisions shall be required prior to the start of construction, such that layout and roof plan conform. 3. GIRDER TRUSSES: a) WALL BEARING. Provide DFL top plates and laminated mufti-2x6 SPF#1 or DFL #21better studs (see section E above), with number of laminated studs equal to number of girder truss plies (minimum 2-studs). Tie girder truss to studs below with two H6 straps (one each side) or equal with total wind uplift capacity of 1900 #. Stack similar laminated studs at each level below, with solid blocking in floor bays. Exception if noted otherwise on plans. 4. INTERIOR PAR T/TiON WALLS., Trusses shalt not be directly attached to interior parfition walls, unless noted otherwise. Gaps of 114 - %" between truss bottom chord and wall top plate at installation are recommended. Wall plate maybe attached to truss bottom chord with slotted clip (e.g., Simpson STC). 5. CEILING GYPSUM BOARD ATTACHMENT. it is recommended that ceiling gypsum board not be directly attached to truss bottom chords within 14"of partition walls, and that Gips (e.g., Simpson DS), and/or blocking be provided such that the ceiling board is adequately supported without direct truss attachment in this zone. NOTE that this is a nonstructural issue, but is recommended to avoid cracking or distortion of the finish ceiling as trusses move slightly up and downward with expected seasonal variation. /. LOG TIMBERS shall be Ponderosa Pine or SPF "Post & Timber Grade #2" or better. For roof members, remove the upper or sloped segment of the log on which other roof members or sheathing are bearing, to a depth of 0.3 x log radius (e.g., to a 1.5" depth for a 10" diameter log), to create a flush bearing surface. Logs shall be adequately season to prevent excessive shrinkage or splitting. L ROOF OVERBUILD: 1) Overbuild trusses (by manufacturer) or framing shall be placed such that upper roof load is evenly distributed to main supporting roof structure below. 2) Main (lower) supporting roof shall be sheathed solid, except that access to the overbuild attic shall be provided as required by Code. Alternate lateral bracing may be acceptable, if approved by AEE. J. Where roof rafters or trusses spaced at 24 o.c. are set on walls with studs spaced at 160o. c., rafters or trusses shall not be offset from studs by more than 5" (center -to -center). K PLYWOOD WEB i- JOISTS as indicated on the plans (e.g., "TJI"or BCI") denote manufactured, engineered wood "1"Joists. 1. The specific brand, series and size indicated (or better) shall be used, unless alternate brands are approved by AEE. Erection, anchorage, and blocking to be per manufacturer's standard, or per plan, with the most stringent condition governing. 2. Where !-Joist blocking is specified, blocking shall match the depth and series of the accompanying 1-joist framing, unless notad otherwise. ALPINE EDGE ENGINEERING LLC MA TTHEW D. HEPP, P.E. 605 RIVER PARK DR RIDGWAY, CO 81432 970-318-1469 NOTES DESIGN CRITERIA: APPLICABLE CODES: IBC '15, IECC '15 ✓1ND LOAD = 115 MPH (3 SECOND GUST) VSNOW LOAD = 40 PSF ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 80 PSF FLOOR DEAD LOAD = 90 PSF VSEISM1C DESIGN CRITERIA - C CONCRETE., 1. ALL CONCRETE SHALL DEVELOP 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS FROM POUR 2. ALL CONCRETE SHALL USE TYPE 1l PORTLAND CEMENT. FLY ASH SUBSTITUTION IS PERMITTED PER APPROVAL OF ENGINEER. 3. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT COLUMN TIES, STIRRUPS, AND #3 BARS MAY BE GRADE 40. REINFORCING SHALL BE FREE OF DIRT, RUST OR ANY OTHER MATERIAL WHICH MIGHT INHIBIT ITS BOND TO CONCRETE. 4. LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 5 DETAIL BARS IN ACCORDANCE WITH A.CI. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 6. REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS: FORMED CONCRETE EXPOSED TO EARTH----3" FORMED CONCRETE NOT EXPOSED TO EARTH-- I �'2" 7 ALL CONSTRUCTION JOINTS SHALL BE APPROVED PER ENGINEER. 8. SAW CUT ALL SLABS AT MAXIMUM 10 FEET O.C. E.W. 9. ALL CONCRETE FOOTING AND WALL POURS SHALL BE MECHANICALLY VIBRATED. FOUNa4TiON.- 1. FOUNDATION SILLS SHALL BE PRESSURE TREATED WOOD, A MINIMUM 6" ABOVE FINISHED GRADE, SECURED WITH ''2'xli?- ANCHOR BOLTS AT 48" O.C. AND AT ENDS OF PLATES AND CORNERS. 2. OWNER/CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PLACEMENT OF FORMS. 3. THE FOUNDATION SHALL BEAR ON NATIVE UNDISTURBED SOIL. 4, THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE FOR INSPECTION OF THE FOUNDATION WHEN ALL FORM WORK IS COMPLETE AND REBAR IS TIED IN PLACE. FURTHER INSPECTION PER THE LOCAL BUILDING JURISDICTION MAY BE REQUIRED. 5 THE ENGINEER SHALL BE NOTIFIED IF ADVERSE OR POOR SOIL CONDITIONS ARE ENCOUNTERED UPON EXCAVATION. FURTHER ENGINEERING MAY BE REQUIRED. 6, THE CONTRACTOR AND OWNER SHALL VERIFY A MINIMUM OF 6" POSITIVE DRAINAGE AWAY FROM THE BUILDING IN THE FIRST TEN FEET AROUND THE ENTIRE PERIMETER OF THE BUILDING. FAILURE TO DO SO MAY RESULT IN SUBSTANTIAL DIFFERENTIAL FOUNDATION SETTLEMENT. 7. THE CONTRACTOR SHALL INSTALL A DRAINAGE SWALE OR MIN 4" GRAVEL INTERCEPTOR DRAIN TO DAYLIGHT MIN. 10' SEPARATION FROM THE FOUNDATION. & THE HOMEOWNER SHALL NOT INSTALL ANY IRRIGATION WITHIN 5 FEET OF THE FOUNDATION. INTRUSION OF IRRIGATION WATER INTO SOILS NEAR THE FOUNDATION CAN CAUSE EXTENSIVE STRUCTURAL DAMAGE INCLUDING DIFFERENTIAL SETTLEMENT AND HEAVING. THE HOMEOWNER TAKES FULL RESPONSIBILITY FOR PROPER SEPARATION BETWEEN THE FOUNDATION AND IRRIGATION INFLUENCE. 9. REFER TO EPA AND COLORADO DEPT. OF HEALTH AND ENVIRONMENT FOR RADON MITIGATION GUIDELINES. 10. FOUNDATION WAS DESIGNED ACCORDING TO HP-KUMAR GEOTECH REPORT PROJECT #i6.7199 DATED 7-21-16. FOLLOW ALL GEOTECH RECOMMENDATIONS. OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTNR', INSPECTION 3000 PS FRAMING 1. ENGINEERED LUMBER AND I JOISTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 2. TYPICAL HEADER UN.O.: (2) 2x10 HF. #2 FOR OPENINGS < 60'; (2) 9%2" LVLs FOR OPENINGS > 601. 3. TYPICAL TRIMMERS U.N.O.: (2) 2x6 N.F. #2 FOR OPENINGS <60'; (2) 2x6 H.F.#2 FOR OPENINGS > 48". 4. LOG COURSES SHALL BE (2) FULL COURSES MIN. 147. 4. ALL LUMBER AND INSTALLATION SHALL CONFORM WITH LOCAL APPLICABLE BUILDING CODES AND WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. ALL LUMBER SHALL BE STAMPED PER AN APPROVED GRADING AGENCY OR SHALL BE INSPECTED PER THE ENGINEER. 6. THE ENGINEER SHALL BE NOTIFIED FOR INSPECTION WHEN ALL STRUCTURAL FRAMING IS COMPLETE, BUT PRIOR TO COVERING. 48 NOTICE REQUESTED. SHEATHING SCHEDULE APPLICATION MATERIAL SPAN/INDEX EDGE NAILING FIELD NAILING ROOF 5/8" OSS 32116 8d @ 6" O.C. 8d @ 1T D.C. FLOOR 314" T&G OSS 4&24 8d @ 6" O.C. 8d @ 12" O.C. SHEAR WALL 7116" OSB 2410 8d @ 4" O.C. 8d @ 10" O.C. ICF MANUFACTURERS INSTALLATION SPECIFICATIONS MUST BE ON SITE AT FOUNDATION INSPECTION PERMIT SET V d,`" U nc.0 vQ� 4071 Uj y'�9 ia'l�11 111 Q. C'3 Q, WW�o 0 C® W �: cc W tz -Z, Q o e Construction Inc. DATE O .114 .1 �O DRAWN BY C !� CHK'DBY SHEET FILE COPYRIGHT SHEET N CCA PROJECT # .,,. UI 1'S %4 " --- -P-6" — N 18x84" TALL CONC. PILASTER O I T v STEP DOWN FOOTING S2 2, 8-2 8" CONC. CONCRETE APRON PER CIVIL DRAWINGS 2F-10 % 2 3 STEP DOWN 22'-10 %4 1 � e M N N 0 6" CONC. STRUCTURAL SLAB < �10 x24- CONC� FOOTINGS S8 , 11 20 O 28 S3 CONCRETE APF CIVIL DRAWING 80'-4 %2" 4 2'-O" - ' 36'k24'k84" TALL CONC PILASTERS w/ 72'k60Xt2" CONC, PAD FOOTINGS � S3 to M 9 m � a i 10 x30" CONC. .__._. FOOTING LO �- 5, O" , 6' 0" -I STEP DOWN WALL - STEP DOWN WALL �'- STEP DOWN WALL _ / l f� 810" 18=8" 96'k96x16" CONC. PAD FOOTING w/ (2) MATS OF #5 REBAR 8" O-C. E.W. 6" CONC. SLAB W/ #4 BAR @ 18- O.C. E.W. AND FIBERMESH OVER MIN. 4" CRUSHED ROCK ..... _. ................... \ - 16'-0 a� �_ I 10 8" _ a I� M 1 ry ro " CONC PILASTERS - 1'-6" - 6" CONC. STRUCTURAL SLAB S� 80' 41/0" FOUNDA TION PLAN f SCALE %"=l' 2210%4" 4) NOTE. ALL DIMENSIONS TO OUTSIDE EDGE OF ICF FOAM, � CONCRETE APRON PER CIVIL DRAWINGS DOWN FOOTING 36" 8" CORE ICF CONC. WALL 2� 105C6" CONC. ....__..._.__. CC) ICF MANUFACTURERS INSTALLATION SPECIFICATIONS MUST BE ON SITE AT FOUNDATION INSPECTION OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTIN j INSPECTION PSF M/ T SET l Construction Inc. DATE 10 " Io .1 6 DRAWN BY Ew CHWD BY MR SHEET FILE COPYRIGHT 2016 CLEA ARCHITE SHEET NUMBER, " Sl ItCA PROJECT # 6-011 LINTEL C 4" BEAM POCKET LINTEL C W6x15 STEEL COLUMN (ANGLED) W8x3 i STEEL COLUMN (ANGLED) 9 LINTEL C -. LINTEL C a O 4 W24x55 STEEL DROP BEAM O p U 4 N C8x11.5 STEEL LEDGER -w/ 6'5r'" ANCHOR BOLTS 24" O.C. LINTEL C 3x?" HSS STEEL RAFTERS �a 48" O.C. MAX C8x11.5 STEEL DROP BEAMS — W6x15 STEEL COLUMN (ANGLED) S8 1 S7 HSS 7x7xg" STEEL COLUMN u S/, 3 W6x15 STEEL COLUMN (ANGLED) S8 OPEN OFFICE p HSS 7"V k8" STEEL COLUMN S5 2 STORAGE - - O Y w +0 vew, 9iV, a L W2455 STEEL DROP BEAM CLEAN[ STORA E COATS ''.COATS' ROOF DRAIN FROM AGOVI W LU OI ADA BATH ADA C8x1t5 STEEL LEDGER ROOF DRAIN -w/ 6'5r2" ANCHOR BOLTS TO CHASE BROW �J 24" O.C. SLOPE C ROOF FRAMING PLAN W6x15 STEEL COLUMN (ANGLED) W6x15 STEEL COLUMN (ANGLED) SCALE %4 "-I' LINTEL C''T i 4" BEAM OFFICE C8x11.5 STEEL LEDGER 11-w/ 6x? ANCHOR BOLTS 24" O.C. / LINTEL C LINTEL C 6'k3 x4" HSS STEEL RAFTERS 48" O.C. MAX �IN&15 STEEL COLUMN (ANGLED) S8 1 FA 6" CORE ICF CONC. WALL PERMIT SET Construction Inc. DATE '�•�N•1� DRAWN BY CHK'D BY M SHEET FILE S61 PROJECT #2101"fi 011 SHEET NOTES: 1.) SEE SHEET GI-001 FOR ADDITIONAL NOTES AND INFORMATION. 2.) SEE GC SERIES SHEETS FOR LIFE SAFETY AND FIRE RATED CONSTRUCTION. 3.) SEE SHEET A-601 FOR DOOR AND OPENING SCHEDULE. 4.) ALL PARTITION TO BE CONSTRUCTED AS TYPE P1, UNLESS OTHERWISE NOTED. 5.) ALL FIRE RATED FLOOR/CEILING PENETRATIONS TO BE FIRESTOPPED. 6.) ALL NON FIRE RATED WALL ARE TO HAVE SEALANT TOP AND BOTTOM E 7.) CONSULT WITH THE STRUCTURAL A-201 .. .3 _ - :. 4 _ d ENGINEER PRIOR TO DRILLING OR CORING - -EXISTING CONCRETE FLOOR SYSTEM. a o 80' 26,_8„ 26'-8" d d FLOOR PLAN NOTES: D d 4 d d ° - - - - - - - - - - - - - d- - - - a - - - 4 - - dQ - - d 1.) CONTRACTOR SHALL FIELD VERIFYALL Q < d I. OOF ABOVE d 4 b d I .. d d - 4 d Q - 4• I p d' AREA, SEE ASd D ROUGH OPENING DIMENSIONS. d 1 I dd d --- - --' ------------- I LEN E CS fPRDETA DETAILS d - INTERIOR GYPSUM BOARD PAR2.) ALL PLAN DIMENSIONS TITIONS TING d SEE TONS ARE I d IdD RNTRY DRIVE 8 PARKING I d Q CIVIL �NE R DQO D D d d 4 4 _. - d d a " 4 a. I d d TO FACE d 3 D 4 METAL STOUD WHERE GYPSUM BOARD DOESF GYPSUM BOARD OR TO FACE OF d d d ` - d - NOT OCCUR, U.N.O. d d � � d I. 4�; 4_ d I _ nn A-402 � A-402 1'-3" V-6" a d I - ° d d i d 4 1 �Y �S. d d GUARD RAILAB E - V��+' " '�. ! + - - - d i b d 3.) ALL PLAN DIMENSIONS LOCATING DOOR o d d 4 _ d d d I ' d d - d• I - .d' d . /" �. " �V l V'• _ - 4 TO ASSEMBLIES DGE DOOR LRIORU.N OITIONS ARE d- -- ----------------------------- ----- .. d d Q Q - = -I A-- - -- -- ----- -- -- a-- .-_ -_-- -°-_--- ----- - --9- � IV d Qd d _ T6" 1 GUARD RAILtA ' �B. OV41E ° OLLARD Q BOLLARD 4 d 62'-9 3/4" 10'-7 1/2" 6 9107 1/2" 6' 107 1/2" d 2'-9 314" 6' . 2 C _0 G003�--------- — - — - - --a aGD01d V. -- - -. - - - - - - -. - -- - - - - - - - - - - �:- - - - - - -- - - - - - - - - - . . . . UTILITY METERS: — SEE ELEVATIONS. L�OT.PE SLOPE � IIIIiIIIIII .\�. SLOP . E nA P'Ar LOPS(SLOPE SLOB FD<SLOPE SLOPE FDU /E ° o N 04 Opp FLOOR DRAIN SLOW/TRAPSLOPE PE SLTPEN HAND T-10 1/2" 626„T-101/2" ..IIIIIIIII - cJ `. pow(S FE En J(D ------ � 014 zj II B1 PiS III °'UP -------- - --r'------- - - - - - - - - - - - - - - --- , - -- ------ - — - -- - —- - ADATOILET ADA TOILET - — - .0L �106 . B S L I \�- ULX526 L TYR @ COL. STORAGE Type .�I�/W�IVi� \.,•I•"ITR_ I - -P1 - - 'CONTINUOU QFD 16 4 QFDQ HANDTE0�I �I TERMINATE Id 102 AT POSA _2 T- 10'-91/2" 4 VG-ta[ NEI . D f �7y � VY , V • 1 1 a p . % . FDQ P1 O 105 MECH. ' I I P1 103 I P' 0 O N N � I 1 I I N FDQ WH p STORAGE 103 STOP, NE) UT, I 104 FILTER SYSCLEATM, I PRESSURE TANK A-30 CONCRETE ICF FNDN WALLS; REINF. PER STRUCT ENGR. FOR WATER SVC. ■ ■ , VMS c D L - - - - - - - - - - - - - - - - - - - O O�DRAIN FROM ABOVE - - - - - O I O-pRAIN FROM ABOVE -O - - - - L 3 1 2 A-201 A-201 El FIRST FLOOR PLAN SCAT F- 1/4" = 1'-0" romm M for Clear creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road. Montrose. Colorado 81401 Construction Inc. V� 0 X W W CO z r0_ i / U) 0 LLI 16 O W � cV O 0 DATE 10/14/16 DRAWN BY I BCS CHICD BY I JPL SHEET FILE COPYRIGHT 2016 CLEAR CF ARCHITECTS, INC- A=101 'OJECT # 2016-011 Q N� LL 0 0 ILL ci_ SHEET NOTES: 1.) SEE SHEET GI-001 FOR ADDITIONAL NOTES AND INFORMATION. 2.) SEE GC SERIES SHEETS FOR LIFE SAFETY AND FIRE RATED CONSTRUCTION. 3.) SEE SHEETA-601 FOR DOOR AND OPENING SCHEDULE. 4.) ALL PARTITION TO BE CONSTRUCTED AS TYPE P1, UNLESS OTHERWISE NOTED. 5.) ALL FIRE RATED FLOOR/CEILING ✓ems....-� ---- PENETRATIONS TO BE FIRESTOPPED. 6.) ALL NON -FIRE RATED WALL ARE TO HAVE ACOUSTICAL SEALANT TOP AND BOTTOM 7.) CONSULT WITH THE STRUCTURAL ENGINEER PRIOR TO DRILLING OR CORING EXISTING CONCRETE FLOOR SYSTEM. 2 'W 1 _ 5 FLOOR PLAN NOTES: 1.) CONTRACTOR SHALL FIELD .. VERIFY ALL 80' I ROUGH OPENING DIMENSIONS. I 23'-9" T-5 112" _ 26'-8" 4'-2 1/4" 2.) ALL PLAN DIMENSIONS LOCATING _ INTERIOR GYPSUM BOARD PARTITIONS ARE TO FACE OF GYPSUM BOARD OR TO FACE OF 1'-5 112" I [/!(�(' I S 3 4 METAL STUD WHERE GYPSUM BOARD DOES V A-402 A-4C2 NOT OCCUR, U.N.O. (lots � 3.) ALL PLAN DIMENSIONS LOCATING DOOR -\ ASSEMBLIES IN INTERIOR PARTITIONS ARE DECK I TO EDGE OF DOOR LEAF, U.N.O I \ ocIle -40 4' 4'-i/2" 2' 6'-6 2' 4'-1/2" 8' 4' 1/2' 2'- ' 6-6 1/2" 2'-1/2" 4'-1/2" 8' 4'-112" 2' 112" 2' 4'-1/2" 4' Q „I m I — —( — — Pt I O N N 2lo X �. 5 = I) o0o i I y'o�•i (i �D.w► loll fi' 0 4 � i'.iGlllyd WA1r.C) L6 ckS M I, tA v� iixtll - (05 I I X ! 2 t0"lh S W et5 II d N I I I II I OPEN OFFICE OPEN OFFICE OPEN OFFICE I �� I 201 I P AL III I 71 I UP v I _-- --- ---------------------— - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — --(Ai— — - — - — - — - — - — - —I ---- J - B I P1—ULX526TYP@C S P1 I O v LOW HIGH DRINKING FOUNTAIN ? I BREAK AREA O I 1 ) A-202 10'-2" 5'-2 3/4" 2'-6" 7'-10 1/2" CD 16-3 1/2" 2'-6" 3'-8 1/2" 4'-2" Zo 4'-6 1/2" 9-10" 5'-7 1/4" 1Y-2" Ie1 � I I F FE c�i I I FE iv MW I P, I P1 ROOF ACCESS LADDER o MOP SINK I o P1 / N N i 209 P1 STOR. M� STOR. ANITORS P1 TORAG STOR. io 202 P1 P1FA P1 208 CLOSET EO 2011 I 201H 206 201G-' m _ _ _ _ _ _ ROOF DRAIN FROM ABOVE co O PROOF DRAIN FROM ABOVE OFFICE / J��jM 1-,, OFFICE 209 P1 1 / O i } 0il-6f 11/Vt1't'1 � � P1 O rADtTOI � p1 202 N O P1 s' i r►t�cv � a� fl s�,c9 P1 s I ]207 IcS S M P1 ADATOILET� �" `ADA TOILET LET_ -I205 I ifl I I io I i 205 203 m I i w o N 5 5 OPP -401 -001 HANDzo zo E ZE Q 1 S' `C Q 4 d d M d , gam. roi b, r.� 1203 "$ 1205. f-C CGCG�I b�C .�M� i rGLN G2 S ¢ 3 1 WO 0 A 2 2 I� � A-301 A-201 bw('ld1,110 pow I i C)+ 4- 1105 SECOND FLOOR PLAN SCAI F- 114" = 1'-0" I Clea Creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road. Montrose. Colorado 81401 Construction Inc. Z 0 c a- m X W Z Q Z a a- -C � O 0 Q 0 06 Y LL 0 0 Z U N ~ i W to DATE 10/14/16 DRAWN BY BCS CHICD BY JPL SHEET FILE COPYRIGHT M16 CLEAR CREEK ARCHITECTS, INC. SHEET NUMBER. A10 ROJECT # 2016-01 DESIGN CONDITIONS LOCATION GLENWOOD SPRINGS, CO IECC CLIMATE ZONE DESIGNATION 6 ELEVATION 5,760 FT. OUTDOOR DESIGN TEMPERATURES -10-F WINTER, 86"F SUMMER INDOOR DESIGN TEMPERATURES 70"F WINTER, 75-F SUMMER 1 DESIGN CONDITIONS SCALE: NONE REQUIRED MINIMUM OUTDOOR VENTILATION AREA DESCRIPTION PERSONS OUTDOOR AIR FLOW RATE PER PERSON AREA (S.F.) OUTDOOR AIR FLOW EXHAUST RATE REQ. OUTSIDE AIR REQ. EXHAUST (CFM) RATE PER S.F. (CFM) (CFM/S.F.) (CFM) (CFM) OFFICE SPACE W (FC-1) 5 5 865 0.06 - 80 0 OFFICE SPACE 'B' (FC-2) 5 5 889 0.06 - 80 0 OFFICE SPACE'C' (FC-3) 5 5 898 0.06 - 80 0 SHOP/GARAGE AREA (LOWER LEVEL) - - 2,469 - 0.75 10 1,850 AIR CONDITIONING CONDENSING UNIT SCHEDULE BOILER UNIT SCHEDULE EXHAUST FAN UNIT SCHEDULE AC MANUFACTURER & MODEL DESCRIPTION LOCATION NOMINAL CAPACITY (TONS) EER ELECTRICAL O (LBS.) REMARKS B MANUFACTURER & MODEL APPLICATION AFUE HEATING WATER CONN. GAS CONN. VENT SIZES (100'MAX) REMARKS EF MANUFACTURER & MODELBH)CFMHP DESCRIPTION FAN ELECTRICAL OP (LLB) REMARKS VOLTS PHASE MOP MCA INPUT E TOTAL E.S.P. RPM VOLTS PHASE FAN MOTOR MCA MOP LENNOX XC76-036 FC-1 OUTDOOR UNIT PER PLAN 30 145 208 1 30 195 243 [1] 6-1 LOCHINVAR KNIGHT KBN-501 HEATING, 40160 PROPYLENE GLYCOL MIXTURE 95% S001 1/2" 1" (2) 4" [l] [2] EF-1 PANASONICAC-1 FV-OS-ONIC RESTROOM EXHAUST 80 0.50 - 115 1 - - - 20 [7] [2] AC-2 LENNOX XC16-024 FC-2 OUTDOOR UNIT PER PLAN 2.0 15.5 206 1 20 14.9 249 P] [lj SPECIFY HIGH ALTITUDE WHEN ORDERING EF-2 CAPTIVEAIRE SIFI5DD GARAGE/STORAGE AREA EXHAUST 1,850 0.65 1189 115 1 0.75 12.3 20 185 [1 ] [31 AC-3 LENNOX XC16-036 FC-1 OUTDOOR UNIT [11 PROVIDE SERVICE RECEPTACLE NO MORE THAN 25' FROM UNIT ON SEPARATE CIRCUIT PER PLAN 3.0 14.5 208 1 30 19.5 243 P ] [2] HEATING OUTPUT CAPACITY IS DE -RATED BASED ON PROJECT ELEVATION [11 DISCHARGE SHALL BE 10'-0• MINIMUM FROM ANY BUILDING INTAKES [21 PROVIDE MOTION SWITCH FOR OPERATION [31 PROVIDE WALLMOUNTEDCONTROL SWITCH AND BACKDRAFT DAMPER, OPEN INTAKE LOUVER WHEN EF-2 IS OPERATING FAN COIL UNIT SCHEDULE FC MANUFACTURER & MODEL DESCRIPTION LOCATION CFM ELECTRICAL COOLING (4-ROW DX) HEATING (HW CABINET) REMARKS TOTAL O.A. E.S.P. VOLTS PHASE FAN MOTOR HP TOTAL MBH SENS. MBH E.W.T. IT) MBH GPM FC-1 MAGIC AIRE DHB10MARAIAAAM WITH HH-1000-2 CEILING -MOUNTED DX COOLING & HOT WATER HEATING FAN COIL UNIT OFFICE W 1,100 -- 0.3 120 1 1 28.6 22.8 180 56 6.0 [1] [21 FC-2 MAGIC AIRE DHB08MARAI AAAM WITH HH-800-2 CEILING -MOUNTED DX COOLING & HOT WATER HEATING FAN COIL UNIT OFFICE 'B' 840 -- 0.3 120 1 3/4 22.0 18.1 180 39 4.0 111 121 FC-3 MAGIC AIRE DHB10MARAIAAAM WITH HH-1000-2 CEILING -MOUNTED DX COOLING & HOT WATER HEATING FAN COIL UNIT OFFICE'C' 1,100 -- 0.3 120 1 1 28.6 22.8 180 56 6.0 1 [1] [21 [11 PROVIDE CONNECTION TO SANITARY PLUMBING FOR CONDENSATE DRAIN PER MANUFACTURER'S REQUIREMENTS, UNIT SHALL BE ACCESSIBLE FOR SERVICING PER MANUFACTURER'S GUIDELINES [21 LOCATION OF 7-DAY PROGRAMMABLE THERMOSTAT PER OWNER 2 MECHAINCAL SCHEDULES SCALE: NONE 24" SQUARE FIXED WALL OPENING LOUVER DAYTON ITEM 4FZF4 OR SIMILAR -7 ZONE fUH VALVE UH� EF PANEL 'A' PANEL 'A' 5" PI 2301" 14" X 14" EXHAUST 103 T-10_ 10'-9 1 l2" 2'J1 0' =It h 100 o STORAGE CONCRETE ICF FNDN WALLS; 104 REINF. PER STRUCT. ENGR- 33" SQUARE MOTORIZED INTAKE LOUVER DAYTON ITEM 3C234 OR SIMILAR UNIT HEATER SCHEDULE MANUFACTURER 8 MODEL DESCRIPTION LOCATION OUTPUT IBTUH) ELECTRICAL MAX MOUNTING HEIGHT AIR VOLUME E.W.T. (F) GPM WATER CONN. REMARKS VOLTS PHASE AMPS MOTOR HP e UH-1 MODINE HC 86L HORIZONTAL HOT-WATER UNIT HEATER STORAGE AREA 44,600 115 1 2.3 1/8 18, 1,510 200T 4.6 3/4" [1] UH-2 MODINE HC 86L HORIZONTAL HOT-WATER UNIT HEATER STORAGE AREA 44,600 115 1 2.3 1/8 18, 1,510 200'F 4.6 3/4" [7] UH-3 MODINE HC 86L HORIZONTAL HOT-WATER UNIT HEATER STORAGE AREA 44,600 115 1 2.3 1/8 18' 1,510 200*F 4.6 3/4" [7] UH-4 BROAN 198 ELECTRIC WALL HEATER W/ BUILT-IN THERMOSTAT FIRST FLOOR R.R. 6827/ 13653 240 1 16.6 - - - - - - UH-5 BROAN 198 ELECTRIC WALL HEATER W/ BUILT-IN THERMOSTAT FIRST FLOOR R.R. 6827/ 13653 240 1 16.6 - - - - - - [1I VERIFY LOCATION OF UNIT THERMOSTAT WITH OWNER AND ARCHITECT ------ ------ -----------------Z--------- --------------------------1 ---------------- -- I I 3/4" SIR I I 1 1/4" S/R i I / 0-3/4" S/R (UH-1 & UH-2) UH I [ UH UH-2 ZONE PANEL'C' VALVE UH-3 ZONE [ I 2 VALVE �I PANELS' I I II SLOPE FID SI_1 - Q 1 1/2" SIR UH-1, - - UH-2, UH-3) I I II ' UNIT HEATER HW LOOP I SLOPE SLOPE ON DEDICATED VARIABLE I I SPEED CIRCULATOR II II I II ST-6 2301 5" Pi i I I I i J II 14" X 14" EXHAUST 14" X 14" EXHAUST N i I _ T ------ _ --�_A TOILE II STORAGE / 102 II FI� � 101 02 _ II II 23'-7114" r-- /Jb---------- I' FC-1 HW J f1 B y 1 J x1 f - 1" FC-3 HW 1 1 1" FC-1 HW SIR ! ---------------------------------7--_-_-_-_ 1 1/4" HW SIR - - - - - - - - - - - - - N, 2300 I SIR UP 11-------� I ----------------------------------- T bd _------------_- J / --1-------� FAN COIL HW LOOP ON WH /1 1" FC 2 HW J I DEDICATED VARIABLE P. CLEAN, S/R UP 1 ! - 1 1/2 HW S/R '" L ER SYSTEM I SIR UP I SPEED CIRCULATOR L i I iNl � j _ PRESSURE TANK 0 OR WATER SVC. I I , I ■■ j DRAIN CHASE Ij DRAIN FROM ABOVE FRM�AJ§1399 ABOVE (2) 4" BOILER VENTING / n� / � // \ / nv /� / � //.4\v/.-nitiLrrfi,i.\✓i//..v 'i rl�J//n\ �; .n�//; i. U.'AYn `/a�\, /:.��'v/...%/i.��.✓/.f'.V%//.'....:ii;\\°//.\.:/�wV/%C\J//.-C`:�r/��\,..:�\`.J/%/.�:.r�1/�V'//iC\�'%/iRV'///C\V'%/�\\Y�'/:<\\-//i;\\Y/%/ 3 FIRST FLOOR MECHANICAL PLAN SCALE: 1/4" = V-0" MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE 2009 VERSION OF THE INTERNATIONAL MECHANICAL CODE. 2. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED, WITH ADEQUATE ROOM FOR SERVICING. 3. SUPPLY SPECIFIED EQUIPMENT OR APPROVED EQUAL. 4. FLUE VENTS SHALL TERMINATE NO LESS THAN 10' FROM THE NEAREST FRESH AIR INTAKE. FIELD VERIFY AND OFFSET AS REQUIRED. 5. CONTRACTOR SHALL REVIEW ALL EQUIPMENT NAME PLATES AND INSTALLATION REQUIREMENTS PRIOR TO DOING WORK. EQUIPMENT IS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 6. HYDRONIC HEATING MANIFOLDS SHALL BE LOCATED AT BASE OF WALL BEHIND COVER. VERIFY FINAL LOCATION AND COVER STYLE WITH ARCHITECT. 7. IF REQUIRED, SIZE AND LOCATION OF ALL DUCT, VENTING, AND PLUMBING HOLES IN STRUCTURAL MEMBERS SHALL MEET MANUFACTURER GUIDELINES. 8. ANY QUESTIONS OR CONCERNS REGARDING EQUIPMENT, METHODS, OR INSTALLATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AS A REQUEST FOR INSTALLATION FOR CLARIFICATION. 9. THESE DRAWING ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL COORDINATE WITH EXISTING STRUCTURE AND NEW MECHANICAL, LIGHTING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS. DO NOT SCALE TO DRAWINGS. 10. MAINTAIN ALL REQUIRED SERVICE CLEARANCES AND ACCESS CLEARANCES PER MANUFACTURER REQUIREMENTS. 11. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL IN ACCORDANCE WITH SMACNA DUCT STANDARDS AND SEALED PER SMACNA PRESSURE CLASS REQUIREMENTS. INSTALLATION NOTES (MECHANICAL LAYOUT) 2300 PROVIDE NEUTRALIZING FILTER AT BOILER CONDENSATE DRAIN. 2301 VERIFY EXHAUST TERMINATION LOCATION AND STYLE WITH ARCHITECT 2302 MOTORIZED LOUVER SHALL OPEN WHEN EF-2 IS OPERATING. MECHANICAL APPLIANCES, EQUIPMENT & SYSTEMS SHALL BE CONSTRUCTED, INSTALLED & MAINTAINED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE (I.M.C.) AND INTERNATIONAL FUEL GAS CODE (IFGC) MECHANICAL ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. UNIT HEATER \ GATE VALVE BALANCING VALVE RETURN 6.9 GPM DRAIN VAILVE 4 UNIT HEATER PIPING SCALE: NONE Clear Creek A r c h it e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road Montrose, Colorado 81401 Hughes Consulting Engineering, P.A. 920 Massachusetts Street, Suite 2 Lawrence, KS 66044 Telluride Office: 220 West Colorado Avenue, Telluride, CO LlC �:� �Raic ••-?s O i ,,, yG• to V ;� c• :4J 2� ''- 4504 rn: v Construction Inc. U) LLI D 0 Z0 O 0 2Q a_j 17) a _0 :2O vi-j "jQ " W LU U U m w Q Q O (/) Zz to _ FLU W O LU _0 w O O a 00 ao a) U?: W U c� z UJI I- U) O 0 -I _j C7 /W� W V L.L DATE 10/14/16 DRAWNBY DJM CHK'D BY SCH SHEET FILE ( mi CCA PROJECT # 2016-011 1 1 i A-301 A-301 I i 160 CFM 160 CFM G 160 CFM 11 TICE '„ 08 d 120 CFM ROUND DIFFUSER (TYPICAL i6 THROUGHOUT) c. AC AC PANEL'A' PANEL'B' PANEL'C' INSTALLATION NOTES (MECHANICAL LAYOUT) 2300 PROVIDE NEUTRALIZING FILTER AT BOILER CONDENSATE DRAIN. 2301 VERIFY EXHAUST TERMINATION LOCATION AND STYLE WITH ARCHITECT. 2302 MOTORIZED LOUVER SHALL OPEN WHEN EF-2 IS OPERATING. L-i a I o 0 0 o LJ 27 -1 1 3;4" 24' 32' I I j 26'-8" DECK 26'-8" 26'-8" 4/-112" 2'-3/4" 6'-6 1/2" 2'-1/2" rL 4'-1/2" j8- 4'-i!2" 2' 6'-6 112" 2' 4'-112" 4' 2' '-6 V2' 2' 4'-112" I W1 :I Ni-------------- Y✓1 VJS Wt 160 CFM 8" O f 1 i ' 120 CFM I - F� 120 CFM ' 160 CFM -- 810 160 CFM m 8" fd 160 CFM 8" 0 it m 1 � � N I I i1 120 CFM 8" 0 160 CFM I I I I - I 81.0 m m i m - o -�� FC FC 1 1 ` ZONE 160 CFMI PANEL'A' it VALVE II II v 10 112" I I II II �� 16" X 10 1 FC-1 O RETURN MECH �11 N I I r> jog n 31I n \ 1 6" 0 OA. W/ BALANCING DAMPER (80 CFM) i �I T ,; end'Ff7i'LeL i e? 207 r I '.1 2301 5" 0 120 CFM I 120 CFM ' 1 i 6" 0 160 CFM 8" 0 i I i m 1 c I f 800 20 m m FC-3 I FC ZONE p 160 CFM 3 I VALVE---- FC 1 ZONE I! PANEL'C' 160 11 O 2 T VALVE 1 cal CFMI 1 I II_I PANEL'B' 120 CFM �I I I 1 14` X 12" 00 1 t '4'-10 1/2" 3' 2'-6" 5'-7 1/4" RETURN I ) 14"X12" �I1 1 �I1 RETURN I ( FC$ ...�.—._... 31 FC-2 = I I N I I o CLOt1('p II j STORAGE o I ; \� N 102 ' "OR. I I ! 204 STOR. in '. m _ 1iF C OF DRAII66R ABOVE ROOF DRAIN FROM ABOVE - OFFICE r-- - 1 6" 0 O.A. W/ BALANCING 202 I-- DAMPER (80 CFM) _ 600O.A. W/ ,� \ ROUND BALANCING T �i \� 120 CFM DIFFUSER DAMPER (80 _—ikti a i UfLc ` ADA TG',_ _ _ ' ROUND (TYPICAL CFM) - — DIFFUSER THROUGHOUT) 120 CFM N l o' wi 1 a MIN. Wi 1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4" = P-0" 05 2301 5" 0 10, MIN. 10'-1 0 2307 (TYPICAL THROUGHOUT) Clear Creek A r c h i t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road Montrose, Colorado 81401 Hughes Consulting Engineering, P.A 920 Massachusetts Street, Suite 2 Lawrence, KS 66044 Telluride Office: 220 West Colorado Avenue, Telluride, CO Construction Inc. II O J Z Q O� Q � a 0 U T V 20 z •� W U Q W LU (D U) W O W (!) O C/) O —0 W IO j (o 00 0 U U NZ O ` O O —j J W cn DATE 10/14/16 DRAWN BY DJM CHK'D BY SCH SHEET FILE SHEETNUMBER:. CCA PROJECT #2016-011-' Overt - 1% v 10 4 III SYMBOLS LEGEND tt STANDARD RECEPTACLE (18" A.F.F.) II1)GFCI RECEPTACLE (CONSULT ARCHITECT FOR HEIGHT G ABOVE COUNTER) RIP WEATHER PROOF RECEPTACLE, GFCI R 4-PLEX 240-VOLT RECEPTACLE WALL TV HEIGHT RECEPTACLE (CONSULT �nr ARCHITECT FOR HEIGHT AND LOCATIONS) = DATA CONNECTION BY LOW VOLTAGE SUB. Q FLOOR LOCATED RECEPTACLE BATHROOM EXHAUST FAN (PROVIDETIMER OR MOTION ACTIVATED SWITCH) ELECTRICAL PANEL G O G O O 27'-11314" 24' 32 _ -- DECK 26'-8" 26-8" 26'-8" r 4' 4'-1/2" 6-6 1i2" 2' 4'-1/2" 4'-112" 2'-314" 6-6 1/2" 2'-112" 4'-1r'2" 8' 1, 4'-1/2" 1, 2' k 6'S 112" -1 2' 6 4'-112" 4' ` W1 � W1: ON, V•ft I NN F1—/IL\1 �l F1 �F1 �F1 F1 It Fl � Fl ? i � Fl � Fl � Fl Fl EL ---j EL�:: I ---I EL) (EL j 1 Fl Fl QFl F1Fll �� Fl Fl 1 i �EL / / n I t.. \ ED ( / \F1 � Fl � ===AF1 F1 �Fl � Fl -- 1 EL Fl 1 �� Flf"F Fl \ 1===1 Fl \Fl \ / �/Ile MIRCOWAVE REF -2 3, � _-6" � T-101/2' � I� � � � 2'-6" 3'-41_ DF� � ii2 � i;4 \ 11 N PANEL 'C' G G(j� (rh ® EX 1 ® \ \ o PANEL'A' / PANEL 'B' � � \ ® N � �J/ �..)/ r MECH � / � 2601 � •)o SINK - t ' ._.... _.. .. r/ .. \ �LJJ . it YTOR F4 M Fl F1 a J \ ILW F4 ;; F4 \ oz t FA[ I / f. 004 AI' F5_ �- Fl - �( ----- ROOF DRAIN FROM h'_ " �� F1 F2 G _ f2 L I u 0 0 0 EL - I Ni t CA TOILET L a \\ F6 // N, EL EL 1\ T k Fl � � � I � Fl � Fl \ _ Fl Fl EL� -E�>I �F N — 2e; ; 20� Fl .02 . EX L (/ 10 103 EX L 2602 P�277C: LU EXL / `r ,.... ------ -' 2602 ;W, F3 F3 d I I 1 I I I 1 3' 4' 3'-9 1/2" 5' 10'-10" 3' 4'-1/2" S-9 1/2" 5' 10'-10" 10'-10" _ 5' 3'-9 V2" 4'-112" 3' 26'_8, 26,-b 26,_8„ — 80' r I 1 SECOND FLOOR LIGHTING & POWER SCALE: 1/4" = 1 t-0" INSTALLATION NOTES (ELECTRICAL) 2600 PROVIDE MINIMUM OF 36" WORKING SPACE AROUND ELECTRICAL METER PER 2008 NEC 110.26. 2601 PROVIDE 36" CLEAR WORKING SPACE IN FRONT OF PANELS. 2602 PROVIDE DUAL SWITCHING TO REDUCE LIGHTING LOAD IN A REASONABLY UNIFORM PATTERN BY AT LEAST 50 PERCENT. VERIFY FINAL LOCATIONS OF SWITCHING, SWITCH LOCATIONS, & CONVENIENCE RECEPTACLES WITH OWNER. 2603 PROVIDE ONE RECEPTACLE LOCATED UNDER SINK CONNECTED TO 2 CIRCUITS FOR DISPOSAL AND DISHWASHER. PROVIDE SWITCH FOR DISPOSAL CIRCUIT. COMcheck Software Version 4.0.4.1 Interior Lighting Compliance Certificate Section 1: Project Information Energy Code: 20091ECC Project Title: CUC Offices and Garage Project Type: New Construction Construction Site: OwnedAgent Designer/Contractor. Lot 2 Coke Ovens Exemption CUG Construction Steven Hughes, PE LEED AP Glenwood Springs, CO Hughes Consulting Engineering 714 Vermont St Suite 200 Lawrence, KS 66044 (7as) a4z-z29z steven@hczpa.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts gt2) Wafts l ft2 (B x C) Parking Garage 2469 0.3 741 Office 3002 1 3002 Total Allowed Welts = 3743 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp 1 Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt Parking Garage (2469 sq.ft.) LED 1: F2 36' LED LINEAR WALL: LED Linear 33W: 1 2 31 62 LED2: F4: LED UTILITY STRIPLIGHT: LED Linear 33W: 1 SO 31 1550 LED 3: F5: LED CAN LIGHT: LED PAR 20W: 1 2 16 32 Office (3002 seTfi LED 4: Ft: 48' LED LINEAR: LED Linear 33W: 1 50 36 1800 LED 5. F2: 36' LED LINEAR WALL: LED PAR 23V 1 3 31 93 LED 6: F4: LED UTILITY STRIPLIGHT: LED Linear 33W: 1 3 31 93 LED 7: F5: LED CAN LIGHT.- LED PAR 20W. 1 2 16 32 LED 8: F6: DECORATIVE LED PENDANT: LED Other Fidum Unit 60W: 1 1 59 59 Total Proposed Watts = 3721 Section 4: Requirements Checklist Design better Lighting Wattage: ;J 1. Total proposed watts must be less than or equal to WWI allowed watts. Allowed Wads Proposed Watts Complies 3743 3721 YES COMcheck Software Version 4.0.4.1 Exterior Lighting Compliance Certificate Section 1: Project Information Energy Code. 20091ECC Project Title CUC Offices and Garage Project Type: New Construction Exterior Lighting Zone: 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor. Lot 2 Coke Owens Exemption CUC Construction Steven Hughas PE LEED AP GWn wood Springs, CO Hughes Consuhing Engineering 714 Velmnm SL Suite 200 Lawrence. KS illil (785)842-2292 steven@hce-pal.com Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior AmMurfaee (luantity Allowed Tradable Allowed Proposed watts wattage wage wafts /unit is. C) Garage Entry (Driveway) 8T R2 D.06 Ym, 53 322 Deck Exterior (Ilumimiel length of facade wall or 80 A 2.5 No 200 184 surface) Office Entrances (Ilklmmated arm of facade wall or 27 "2 0.1 No 3 138 surface) Told Tradable Wads'= 53 322 ToW Allowed Watts= 256 Total Allowed Supplemental Watts—= 600 ' Wattage tradeoffs are only allowed between tradable aeaslsnrtaoes- " A supplemental allowance equal In 600 watts may be applied toward compliance of both non -Variable and tradable amaslsurfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C IT D) _ Fixture Fixtures Wert Garage Entry ( Driveway 887112): Tradable Wattage LED 1. F3: LED EXTERIOR SCONCE LED Other Fbdure Unit 46W: 1 7 46 322 Deck Exterior ( Illuminated length of facade wall a'surface 80 ft): Nontradable Wattage LED 2: F3: LED EXTERIOR SCONCE: LED Other Fixture Unit 46W: 1 4 46 184 Office Entrances ( Illuminated area of facade wall or surface 27 fi2): Non-0adable Wattage LED 3:F3:LED EXTERIOR SCONCE: LED Other Future Unit 46W: 1 3 46 138 Total Tradable Proposed Wads= 322 Section 4: Requirements Checklist Lighting Wattage: Lj 1. Within each non -tradable arealsurface, Wal proposed walls must be less than or equal to total allowed watts Across all tradable areaslslafaces, kcal proposed watts must be less than or equal to total allowed walls. Compliance: Passes using supplemental allowance watts. 2 COMcheck COMPLIANCE SCALE: NONE Dear A r c h 1 .reek t e c t s Architecture - Planning - Interior Design Clear Creek Architects, P.C. 25568 Genesee Trail Road Golden. Colorado 80401 Western Slope Office: 16055 6700 Road Montrose, Colorado 81401 Hughes Consulting Engineering, P.A. 920 Massachusetts Street, Suite 2 Lawrence, KS 66044 Telluride Office: 220 West Colorado Avenue, Telluride, CO SIN- O LICE VN U ;+u t ;N 45041 N: / Construction Inc. CL - LU W Z0 p:U 0 C- Q ao L �(DI06 V z2 m LU 2� UO ^ v Z V 0 Z O Z J LU W O V) O OJ CD W 0 J 00 o m Z L U NZ O L) O -J to ° DATE 10/14/16 DRAWN BY DJM CHICD BY SCH SHEET FILE SHEET CCA PROJ 11