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VICINITY MAP 3927 County Road 154 4 Y OCCUPANCY LOAD DIA13RAM SCALE: 1 / 1 6° = 1 '-O" Business stair, O.C.C.= SECOND FLOOR PLAN Function 1 O.C. 680 sf / 100sf = 6.8 O.C.C. Business Auto Repair 3,853sf Function /300 sf = 1050 sf / 100sf = 13 C.C. 10.5 O.C.C. EGRESS PATH DIAGRAM SCALE: 1 / 1 6 = 1 -O Project: Existing Eastbank Building 3927 County Road 154 Garfield County, CO Parcel ID: 2185-354-15-002 Legal Quarter: SW Section: 35 Township: 6 Range: 89 Subdivision: Summary: EASTBANK, LLC MINOR SUBDIVISION Lot: 2 PARCEL 2A, EASTBANK, LLC LOT LINE ADJUSTMENTS PLAT RECEPTION # 865787 AND EXHIBIT C-1 OF THE BOUNDARY LINE ADJUSTMENT AFFIDAVIT RECEPTION # 865784 Lot Size: 16.983 acres Project Existing steel building to be replaced with new steel building. Existing foundation Description: & Slab on grade to be re -used. New steel building addition to be added onto the north end of the existing building with new foundation and slob on grade. Garfield County Land Use and Development Code 3-201. Zone District Dimensions Zone District: Rural Max Lot 15% - (16.983 ac x 43,560 sf/ac) x .15 = 110,966 sf Coverage: Maximum FAR: N/A Setbacks: Front, Arterial - 50 feet Front, Local - 25 feet Rear - 25 feet Side - 10 feet or 1 /2 of bldg height, greater of the two Height: Residential - 25 feet Nonresidential - 40 feet Garfield County Building Requirements Applicable 2015 IRC C, IFGC, IMC, IPC, 2009 IECC Codes: S-1 a4 S �►Ce � USE: 6 - Auto Repair Building Type: V-B Building SF: 5,583 Height: 24'-4" Fire Protection: Non-sprinklered, 903.2 - Table A: Allowable Floor Area for Buildings Building Type V-B > 7,500sf Occupant Load per IBC 2015 Table 1004.1.2 Function - Area O.L.F. - Occupants Business 1,730 100 18 Storage 3,853 -390-700 _.&_ l°E - Total Q4- All Exit access travel distances are shorter than 100' PROJECT DIRECTORY Owner: Eastbank, LLC 710 E. Durant Ave. Suite W-6 Aspen, CO 81611 970.925.9046 Architect: Sara Upton 320 Roaring Fork Court Basalt, CO 81621 970.948.9667 Civil High Country Engineering, Inc. Engineer: Roger D. Neal, P.E. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 rneal@hceng.com Metal Rhino Steel Building Systems. Building: Dirk L. Davis 4305 1-35 North Denton, TX 76207 940.383.9566 ddavis@rhinobldg.com DRAWING INDEX Contractor: FUSE architecture + construction Jason LaPointe P.O. Box 4525 Basalt, CO 81621 970.618.5831 jlapointe@fuseacs.com Structural Kaup Engineering, Inc. Engineer: Dale Kaup 1129 Grand Ave. Glenwood Springs, CO 81601 970.963.9643 MEP: Bighorn Consulting Engineers, Inc. Engineer: 569 S. Westgate Dr., Suite 1 Grand Junction, CO 81505 970.241.8709 General Information A000 Index+ Info Occupancy Load + Egress Path Diagrams Civil MU Utility Plan GR Grading - Architectural A010 Site Plan A100 Floor Plans A200 Exterior Elevations A201 Exterior Elevations A300 Building Sections A301 Building Wall Sections A400 Stair Plans & Sections A600 Wall Types, Door and Window schedules Structural - Foundations S1.1 Foundation Plan S2.1 Second Floor Framing Plan S3.1 Details & Notes Structural - Steel Building CI-C3 Cover Sheet Fl-F2 Anchor bolts, Column Base El -El 1 Structural D1-D10 Details MEP M1-1 Mechanical Floor Plan M1-2 Mechanical Schedules P1-1 Plumbing Floor Plan P1-2 Plumbing Details E1-1 Lighting Floor Plan E2-1 Electrical Floor Plan E2-2 Electrical Schedule Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS G,ARFIEL.D COUNTY BUIL N ' DEPA TIAENT DATE la 1? BY FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of EOFC,� 0 4or6;99'y Z \� gRCHI, m C/] 3 o LM -0 d I:f J Ln V) m c _ c3 E m N m Cn N CA F�7 J a J s o C- m a� c m o m u y 2 W Q w C 0 u E df o o u N o- 00 c0v? VOL e� 46 LU X C V) m 10 o LL 0- 03 011 Eastbank Existing Bldg 3927 County Road 154 Glenwood Springs, CO SheefliYe Index + Info Rc;® Ne. 1602.2 Oafa 01.27.2017 Scale n/n A 000 FIRST FLOOR PLAN NOTE: LEGEND / \ 1) THIS PROJECT IS ON A DIFFERENT VERTICAL DATUM TO THAT OF THE SCHOOL ACCESS ROAD PLANS EXISTING ASPHALT PAVING PREPARED BY SOPRIS ENGINEERING. THIS PROJECT IN - -' / \ ON NAVD 1929 AND THE SCHOOL JOB IS ON NAVD 1988 WHICH IS 4.34' HIGHER. EXISTING BUILDING \ 2) THE UTILITIES SHOWN ON LOT 2 TO THE SOUTH OF " \ THE PROJECT ALONG THE SCHOOL ACCESS ROAD ARE \ NOT PART OF THE SCOPE OF THIS PROJECT AND WILL M PROPOSED BUILDING \\ BE COMPLETED BY THE CONTRACTOR FOR THE SCHOOL DISTRI\ R PROPOSED GRAVEL w \ 3) ALL WATER SERVICES SHALL BE TYPE K COPPER UP w \\ TO 1.5" INCH DIAMETER. .- :t CONCRETE (TO REMAIN) ELECTRIC TRENCH\ 4) ALL WATER MAIN SHALL BE CLASS 52 DUCTILE IRON w (BY OTHERS) \� R50.0 ' PIPE' EXISTING GRAVEL (TO REMAIN) 5) ALL WATER MAIN AND SERVICES TO PROVIDE 5,5' OF COVER. 71 PROPOSED ASPHALT 6} ALL GRAVITY SANITARY SEWER PIPE 4"-8" SHALL BE EASEMENT EXISTING CABLE , y' SDR 35 PVC. e ELECT CONUIT - I •, 7) REFER TO THE ROARING FORK WATER AND e"w s"w PROPOSED 6" CLASS 52 DUCTILE IRON PIPE E LOT 1 BORE UNDER I { SANITATION DISTRICT DETAILS FOR ENCASEMENT I r ACT, EXISTING DRIVEWAY : ,= ` ' • ... STANDARDS OF FOR WATER AND SEWER LINE 8"w a"w s"w PROPOSED 8" CLASS 52 DUCTILE IRON PIPE + CROSSINGS. .• . r Cr _ (BY OTHERS) z"w 2"w - FUTURE 12" CLASS 52 DUCTILE IRON PIPE —` ter -Cry 8 THE WATER AND SANITARY SEWER PORTION OF THE PROJECT SHALL BE ACCORDING TO THE ROARING FORK w w PROPOSED COPPER WATER SERVICE I WATER AND SANITATION DISTRICT'S RULES AND PROPOSED 8"0 SDR 35 PVC SEWER MAIN REGULATIONS, AMENDED FEBRUARY 20, 2007. �'' �•�; -,,, „—��/ I I \ ``' FM FM FM FUTURE FORCE MAIN SANITARY SEWER • r o. EXISTING TELEPHONE \ ` %i PROPOSED 4"0 PVC SEWER SERVICE 3 o o PROPOSED GAS SERVICE (SIZING AND PEDESTAL \ ! ! MATERIAL PER BLACK S ENERGY) ! PROPOSED ELECTRIC SERVICE EXISTING OVERHEAD ELECTRIC 00 \ ETC —ETC—ETC— UNDERGROUND ELECTRIC/TELE/CABLE O T T ti PROPOSED TELEPHONE SERVICE S I i ��., 0 m 48"0 SANITARY SEWER MANHOLE 66.8 A 4" CLEANOUT I I \ � �$g *& WATER SERVICE CURB STOP .r INV=5942.42'. i I \ pd WATER GATE VALVE \\\ PROPOSED STORM SEWER PIPE 1.50 WATER SERVICE I ,' � � AND CURB STOPI PROPOSED DRYWELL REMOVE EXISTING TEMPORARY PHONE LINE i T SEPTIC TANK utvl'q / YM VhV&W j ` BETWEENNORTH BUILDING PROPOSED I I a \` \' € VC CONDUIT SCH 80 PROPOSED WATER SUPPLY WELL / (tk ( w �l pvt N Gf FROMRTHE TELEPHONE TRANSFORMER "ACK s 4 \, cLI ERE IRR T FOR CATION PEDESTAL AT COUNTY ' UTILITY SHED FOR EXISTING MONITORING WELL ROAD 154 \ xC,r11111,% ° TEMPORARY RELOCATED /r 1.25" WATER \ i �°h ` ` WATER SYSTEM (INSTALLED GRAPHIC SCALE m. 'S RVCE TAP AND 4" SDR 35 PVC ,% Rjx ' ` BY THE sa o u aoso zo COLORATION STOP SANITARY 4 /" CONTRACTOR FOR THE \ \ N CHOOL DISTRICT) 'SEWER SERVICE FIRE HYDRANT<;3. �c� pG� (IN FEET ASSEMBLY a / # L �Oyo Q� ) 1 inch = 30 ft. 8"X8" CROSS 3-8" VALVES de. \ r ' m4 s r ' 1Y 8"X6' REDUCER AND 6" VALV \0 ti o-" ,- THRUST BLOCKS AND TIE RODS PER \ iq \ � � / 7 r ` ' � �t ,7� '� � `''a •�� �� h, WATER DISTRICT DETAILS 21 LF 8" D.I.P. R15' PROPOSED WELL LOCATION OF POTENTIALSAND BED DINTS SYSTEM IF \ �; \ / M $ r „ a " '�•. ) `--(INSTti,LLED BY THE.-.. \ � THE PROPOSED BUILDINGS ARE NOT INCLUDED IN THE 22,5' / ANIFOLD 4 - 20 CONTRACTOR FOR "HE 1 O 3�i0T 2 48"0 SANITARY SEWER 22.5' r� *.` �� j ROARING FORK METRO DISTRICT SANITARY SEWER HORIZONTAL MANHOLE HORIZONTAL / IRE SERVICES FROM (- " a :' SCHOOL ?STRCT} SYSTEM (SAND TREATMENT REQUIRED BASED ON SOIL BEND RIM=5947,78' BEND \ / AN S P \ N - GRADATION TESTING OF THE PROPERTY) INV. IN=5940.92' (STUB) \ RE PA T \ NOTE: THE HP GEOTECH SOILS REPORT N0. 116 128A HE INV. OUT=5940.71° / := ONNECTION o l j SHOWS SIGNIFICANT GRAVELS AND SANDS AND MINIMAL � SILTS AND CLAYS WHICH IS SUITABLE FOR A SAND 4" CLEANOUT FILTER INFILTRATION BED SYSTEM. s INST LL FOUR NORWESCO s NV.=5941.37' S STORAGE TANKS (78" TALGALLON I-L, 020) < ^"• w '1 AND CORPORATION D E WATER-""�'"'�'-� 1.5' SERVICE TAP �, STOP SERVIICE WATER v, 1.S' 0 WATER \ 8 \ CLEANOUT o o v o ss SERVICE AND 4 ''" � �`7R '*. " CONNECTION (TO S 2 BE ABANDONED) r77 x \ - CURB S70F? ,�(,� \ 0 1� - � �- Sq s• B• INSAI L CURB STOP ANL P \ - -- \ PROPOSED D TRANSFORMER LOCATIO :; i `� �p `. ,,t.�w$.. 1.5 0 WATER SERVICE FOR FUTURE cam' JC------ COMMERCIAL BUILDING � 4" SDR 35 PVC - � q Ca • -; � -r-� :.. �-rr`1 �.1 � .�, / SANITARY SEWER *M e•. N IOE HYDRANT= TO BE" INiSIALL E o o` o o L \ / SERVICEAND 88 �� ? yq/h ' TH THE FUTURE PROJECT TO G J A� r t�� B' CLEANOUT m s £ �' a6 `CONNECT TO THE ROARING FORK } 0 0 0 INV,=5940 71�_/�' f WATER AND SANITATION DISTRICT ' s 48 0 SANITARY `�-- `% `Fh' \ {CAP LINE SHORT OF FUTURE r� PUMPED SEWER LINE rx,� \ \ -/ C DRYWELL ¢ SEWER MANHOL / HYDRANT ASSEMBLY <� FROM SEPTIC TANK TO s ri F K � � / -, } OWTS FIELD FUTURE s M RIM=594793 r 1.5"0 WATER IF NECESSARY) "' INV IN 594004ax'' t r , ! �9'K, / ,a� off-' SERVICETAPAND VJ yL. ti INV OUT 5939 84 wx , a Q �fi / CORPORATION STOP O / INSTALL TEMPORARY 1,500 GALLON r`r� � 5 r TWO CHAMBER NORWESCO BRUISER -` ..�...;* / R� \ RE-$E ON � 90 8 LF 8 SDR 35 SEWE " SEPTIC TANK TO BE PUMPED BY SLOP / '`� S - CCESS DRIVEWAY TRUCKS UNTIL THE CONNECTION TO,� �� �22.5' HORIZONTAL D' / ^;./ f f THE FUTURE SANITARY SEWER MAIN TO\!j efY'• \ o o`APPROX. 14 LF 8" D,LP. TO y THE SOUTHEAST IS COMPLETED F q _ / " W Q/,p AP (BY OTHERS) ti / - - - - RIM ELEV,=5943 05' R q r 8"x6" TEE \ - - - - - - - - - - - - - - - - - INV. IN=5940.00' ` \SS CLEANOUT ' - \ Q� _ �� / N,- - _ BOTTOM=5935.42' INV.=5939.07' 1000 f GALLON -� END GQQS �7y A A SAND & P 8"0 WATER LINE w� ��- -_ -4KO SANITARY �,Y - 01 INTERCEPTOR CONDUI ; \ �'� (BY OTHERS) 2"w --"."c —12'w 12"w tt"w----- � SEWER-AaM11iQLE 2"w (SEE SOPRI-S , DOSING TANK �y -Erc- erC- --_ c c c c 2 w 2 w' NGINEERING DESIGN) (FUTURE IF O ETCErc Erc ETc — c a a NECESSARY) -ETc— ETc Fu \_�� \ \ - i DRYWELL `ti c _ o a �R\\D z..w \ 5`' TELEPOHNE - - - - - - - - - - - - 148"0 SSA# CRY SEWER MANHOLE PEDESTAL 2 G 3� ------------ v y z"w -_�_(BY of a RIM=5947,2y'_ - OTHERS w 3 / - - - --S"1F10` TIT= ' - - - - - - - - - - - r - t TEMP, 8" INV OUT=5939.19'(TO TANK) 2' r' /�� o 7-- �e \ 8" INV. OUT=5939.19' G Etc FUTURE EIN12' WATER TEE ww— - G % { FM AND 8" GATE VALVE- �_FrC \ 7 w_. - -- t2' w DES FM '� ` TO BE EXTENDED W TH THE - _ - _ L - _ - 2"w---�- G SCHOOL Dj5TRICT ACCESS -ss frc c c �- _ ' ROAD -2ONSTRUCTION 55 —�— FM �—�' p ETC ETC---_ ETc F=� M M 'EXISTING ELECTRIC SERVICE fuTURE TRANSFORMER / of 48"0 SANITAR� 55 \ ss FM FM _ _ �� \ �EM FM =� SOURCE TO BE MAINTAINED � I I (TO BE INSTALLED BY SEWER MANHOLE a FL - AND M 0 OTHERS) SEE SOPRI � �__�-- ��_-------_- � TILL TEMPORARY _-------- \ ° �� - -� ENGINEERING I- _ - - - - _ - - - _ -_ SERVICE IS ESTABLISHED fl ` METERED TI ELECTRICF --------------- _ �ESIG) - -- - -- - —��� - - - - - - - EXISTING WELL TO BE ABANDONED ------------ FUTURE ROARING FORK WATERONCE THE CONNECTION TOS AND SANITATION DISTRICT SEWER WATER MAIN IS COMPLETED --��----------- ----_- \x�_ _ — —_ -----_ w FUTURE- �- - - - - -- - - 'i- - - - - — - - - +( _ _ -TRANSFORMER, I - I FUTURE SANITARY SEWER — `�- — LIFT STATION V z ¢mOt 00 o >00-1 r °¢wg Y O0j 0 ?4gmw J NOm OO N i ac�=w Z(' N z Cpii O O U) _,x d 0 wooz 5� O r-N�Oo F Z mm m Jw •s, <} m0 j0 QU 1 O NwQw O < wz U m o 0 0 0 Iri 0 Lu p 0 U1 H- o g�z F 7 N Ld 0� h U] IL N F- D o Ili a w (0 LID (0 r Om 0 ^ N N N Co m m 0 N n s7 [0 Q �} z a O m U Z to Z N W o °° w°00 i W Zro v01 U Z W zZ a'IILm Z N = i f0 if z mOi � I O u}W� "0W U a �= V 2 o 0 U = J J aJ = ram.! }. z o bi Ina oZIL W w UJ ,.j 'a W u- a 0 U LL. 0 Ir PROJECT NO. 2151007.00 MU O 00� 9s \ \ LEGEND 82 00o QOYs Z xw Lo 00Ni ¢0 w EXISTING ASPHALT LL.0 NZ Lo ' \ \\ \ wOOZ \' PROPOSED BUILDING F NwwO Y \ w �' \ J'z OD zlx�ox ww mOam `_. EXISTING BUILDING (TO REMAIN) IL �0 r-10 �m Z \ \ rn ' R GRAVEL (TO REMAIN) CONCRETE (TO REMAIN) LOT PROPOSED GRAVEL F- / PROPOSED ASPHALT O Z x —5950— EXISTING 5' MAJOR CONTOUR C) m sQ �• . . , 4 _ . �' \ I . : . "g ` \ \\\ \ \ f. 5949 --- EXISTING 1' MINOR CONTOUR (1) 0 I- Z '-i EXISTING 1' CONTOURS (BY LOT 1) Lv 0 • �5 \\ PROPOSED 5 MAJOR CONTOUR (g Ld �41 PROPOSED V MINOR CONTOUR E' w L —IOF�rOF sw PROPOSED SEDIMENT CONTROL FENCE N 0) U) u y0 948 •• •. •: r E. �!/ {/' I i s \\. \ ! `\..,.,�\\\ \\ p ~ h� 4�' ��� PROPOSED STORM SEWER -FLOOR DRAINS T) Ln L �SS PROPOSED DRYWELL PROPOSED VEHICLE TRACKING CONTROL \ A ,i {59'1$)`-\ t '`9� 53 cr+ •� V V '�\�00 SPOT ELEVATION, 00.00- 5900.00' 30 O 6) N 2, g4 30 DRYWELL FO d ? 3: �' .LANDSCAPE ISLANDS ' � GRATE=5949 80`�. k - A\� \ 0 1 \\\\\\\ GRAPHIC SCALE ss ` INV.=5944 00 \ �- w w Z N to d BOTTOM=5939.00 h$ g NYLOPL.AST INL Y \\ \ 1\ \\� a s eo so �• - S 4 GRAT0.00' 595. \ IN FEET W3 \ \ � \ •..�•.. L inch - it. p Z 1 / k°�' ,•.? .- ir' �5,�, NYLOPLAST INLE g . = LOT 2 .�- .,- - ,i i , GRATE=5950.00' \ a A � ` \ a �X 9 2 1 \\ 9 x A� 'i LNV. OUT=5946.00U O O N _ s� rd^• \ ���`�``-y \\ .. �.Q u (�i j� y .- � \ POy� ti I8 n \ i�a f 4" WYE #r _ u �� A\OFGL ��\\ 7J5 `� • . 1 4$ INV.= 947.68Pe+ ��� W /2.7%cm Y, O b 5 f r \ \ 1 .9 2AX8 ss• � � \ z v {L Z L \ g 9 1 ul WZ 4m 4„ WYfl IL CA* W Z _ - N V A 947 5947,14' _ - M om �1' _.._ 60', m DRYWELL ,� 's k�• ��, .: yi, .. � n. �.�, � � r t-j �_ �\- � w � — --- V\\ r° E�5 JZJ 'Jc �1 r7 W GRAPE 5944.50 BOTTOM=5933,50' SDR SCH `�- .. k OUT ---_._--_. -- � ---' 0 PVC ®2.4%; - Rye vo 'A � v��•,� — _ n NLV.A 5943.91' 593 _ __—_— \\ 40 -- -�-�.. �\ .% .,�`- -- CVO h a,�•n�s ri d' -s .6 ..._ '- —�,•\` �`- \-_ --- __ —.—_. —_ -- -- _,.,_ _ � `- � �,- -.. "---. __ _,`--� �_ \,_-�-.. \.-.._ -- - x;r, r - 6• \�\\ t ,.�"-'ice' / '\l.' ="• — -- -- - � � e 1 t� - -. RIM EL.ING PORT 1\ r� j �_ _ RIM EL 5948.1T i � � — - - - _ -� \�� \\ T ` _ _ A INV 5944 4 9 \ \ _ _ - --- --- _ --- , , - _ - ---_�_ '�---. --, .-.--1\ �0 'GAL SAND 01�\ / GRATE=5944 0' INTERCEPTOR VAULT---. ) �-, /"INV. IN 5941 25' O �- — - _ _\ _ �_ _�'__ --- __,_ ....._- .•-__ ___-- --"__ _--- �.,, ` _. __-. �_ ::' ��„ ,.`\ �.. \�..-' � -_ _ - - _-- RIM EL.=5948.62'(W � _ � � _ BOTTOM=5932.7 �-- ...i _ _ -� __ �\,_ - ` ,'`\� ..,,.•� - ••.__-.". � \\v INV. IN=5944.75'�-�� INV. OUT 5943-90 \R \ IN OUT=594450� \ p ROq \ \\\ \ \V�•�V �_ _ INS - 46 LF 6 SCH �\ �„ \ _ A -- — \ '80 PVC O O E t PE 5900 ,,..._,.._ ,- = - _ \�,.,-_„_ ,�\\ \ •.\ —. � ram'-- _ '--. _.� .. /' - / -� _ - _ `--. ---- _. - - � 59 30 o — ?y - IL IL - — — — \ - � � - _�'- - — -- PROJECT NO 2151 T(j{ o 2. ------------------ - — 0 N II� m 1 pair 2or5 I Bc) uti1�+� I I 61hd t GG /� 117• I - 2b0�ll SeG�bN� i0��- &oq 12'-5" OD W4 C U �1thV00NY► thi>fv'io�' fjv1i911.CS �.tnr 92c. 121p.' O Sew. 2I fo 101a / T-1" 4'-10" c CLOSET ®� -� i ADA 1 107 ATHROOM �I wash sink & 106 1o7a ' emergency eye ' wash station KE117 J 108a / i — WAITING AREA 1 Acussibl.c c vamaS APIA o b,o (,A,wj acasc3iloil -b W 4'-11/2" 6otrnyol% wi�lo IBC) G ptw ! 1 L OK lGC, A)(71 -2001 h -- CLWET 102a F (103a W5 W5 \ , PARTS STORAGE 103 KEVIN'S OFFICE 102 STAIR Al 200 W5 a TOOL STORAGE N LOCKABLE 104 UP TOOL STORAGE 105 o � / 4z, it o O 12'-0" W4 18'-10" 2'-0 314' U�ir,t � v�t►l�,tj�� Ip,G, �G. 12(73 Gtti+r� 12br✓" . I rd 121'-4" 24'-T 24'-0" 9'-0" 1 1 15-0" U�nrl oav-w w rAW CON gT�i�tGi70V1 S`�GiIV d AC,16WZ �IOIMrS � V-ajli S %� la�llv�s p ry `mach"ot7 (oil A td 101 CV N SLS� I)o0 Hasarl I,A06tVS pSeG. !010.1. 3 \�b 108g 11 '-1 3/4" I Avvli � D00 NEW FOUNDATION I EXISTING FOUNDATION I tAM 09 of e vMs i Ilwwli�el b►� Sec. 1006. — V�vi i% gYif ores @ 11a` 11 1 /2" 1 22'-7 ❑ 1 FIRST FLOOR PLAN SCALE: 1 /4" — 1'-011 24'-0" AUTOMOTIVE REPAIR SHOP 0 W1 21'-4 1 /2' 5 24'-0" m ( 0 overall 24'-2" grid 12 2 i windows/ doors (:)— bollard(typ) 16'-2' PEE O F C 04 / 0Go 7 SARA SOUL, 0 0 ARC g O 0 I D V) t_ a) a- s 0 } C 0 0 E N 0 N a) N 00 M H a �U00 `n N W XUoO _c V) mp'o0 LL. �m0 . Eastbank Existing Bldg 3927 County Road 154 Glenwood Springs, CO S� Tfl. First Floor Plan ftj c No. 1602.2 oofe 04.10.2017 li4"= 1'-0" rAl Ou Ou �,ee� 5 9 9'-5" 4 4 3'-2' 3'-1- 3'-2' FM M ;o ;o C 1 s-r' CL rL rL 4 3'-T 1 3'-1" I 3'-1" 1 3'-1" 1 3'-Z' STOREFRONT WINDOWS SCALE: 1 /4" Cl Gx+. Irs 'A wf'K-4 ow g : (A P,lN 200°( I� ',�,rrj w1vMfS O to window head 0 !;(fey � (a?,iP�*) pw 5.-4C. -Z406v A WEST ELEVATION SCALE: 1/4 11 = 1 1-011 2 r�i(ww olroovg ml�-w,-r I l l Ili ' is t.o. door hF ed e.t gutter downspout ,grMjkA %d1i6ti►�AGJc awa�7 NORTH ELEVATION 02 SCALE: 1/4 11 = 1 1-011 G AAAw43 No - Pbst-O (5.cc • 501.2� _L ,r I - r F-1 1 t.o. window head e.1. = 116'-6" t.o. second floor e.l. = 110'-0" t.o. window head a OF CiOLO,oN\ 4(1669 V t.o. first floor e.l—= 1100'-0" NSED AVio metal siding(typ) t.o. window head e.1. = 116'-6" aluminum storefront sys t.o. window head e.l. = 116'-6" } _t_._o, first floor e� I. = 100'-0" proposed grade C O U N C O U E °6 O N U U. D 0 N NAM -� LO ® L W XU°D _c V) m O `o O 0 �- co a, Eastbank Existing Bldg 3927 County Road 1 Glenwood springs, C Sheef The Elevations Project No. 1602.2 Da+a 01.27.17 S-W. I 1 '5mWqMj5 ov- <�* 3 �M�� &L-Ovk JWff ,rOoVq 4' iVAlgwoys . .......... .. .. 79 o i EAST ELEVATION SCALE: 1/4" = E! y 0 SOUTH ELEVATION SCALE: 1/4" = I '-Oil V t.o. window head e.1. = 112'-0" t.o. door head e.1. = 107'-0" t.o. first floor -ea: = I )(Y-0" A metal roofing P�� OF C 01 0 401669 ARC 0 0 E E Q) gutter 0 tN C: light fixture (typ) 0 E 0 0 metal siding(typ) U 04 Q_ C) Lo 00 04 M to 0 00 @) LO LU X 00 Co) -b 10 0 Co 0 CD downspout(typ) P� LL CL CID 0.1 bollard(typ) Eastbank Existing Bldg !..-0' —=",rs) (" .—',)o o r proposed grade 3927 County Road 154 Glenwood Springs, CO Sheet Tile Elevations ft.,.ct N.. 1602.2 M1 Data 01.27.17 Scale 1/4" = F-0" Vr F 12 31--1 57 oN,c—l�rw vAtcd Cdhgtr�+�f' o stay ..................... roof assembly: 10" deep purlins with metal roofing, R-38 vinyl backed insulation 12 3 BUILDING SECTION 04 SCALE: 1 /411 = 1 I-01I VZvij� io9fallaieti of EPS 1PjGiav? 9pOW9 b•Gf-W.G O SfA d,e�(. ��61�VooFS�� t.o. steel e.1. = 115'- :414VIA60 fo c MPY Wifh 2Z 0 l ecG G�4tpf,(Af 5 aAJ�9- TAbIc 502.2( l G o 1 BUILDING SECTION SCALE: 1 /4" = 1 I-011 C BREAK ROOM - q PARTS STORAGE 47' high guard RECEPTION concrete slab(refer to structural) over 2" spray foam insulation, R-10 min. BUILDING SECTION SCALE: 1 /4" = 1 -®II 111 I0 O 40165 �1 '�;,/.'S'SD A g O_ CV I 75 I a_ 8 E � C O U CLOSET exterior wall assembly: N 8" wide wall girts with O vertical metal siding, R-19 U E vinyl backed insulation 06 O N U t.o. second floor e.l. = 110'-(r V 04 p 'o N -lo [rgrd i� scllcvfiovl L o r wwa 1;� 240 d.Cpt6 ° � u L X 00 CLOSET g1 p� 'o.W;jvwt'fiV 0 f m° 10 o a "'I o SIAb ry 2ooa XRC6 ° m 0 astbank Existing Bldg I t.o. first floor e.l. = 100'-0- __ II 3927 County Road 154 Glenwood Springs, CO ;nee,ne Sections P�ecl No. 1602.2 ome 04.10.2017 seee 1 /4" Sheet existing slab metal siding 4 vinyl backed insulation, R-19 existing steel frame base angle base trim new concrete t.o. first floor e.1. =1aa'-Q° i9id �� 9cnt0�{to�t 7441 cl cla 6l�ONG1 J o 1 BUILDING WALL SECTION SCALE: 1 = 1 -❑ OF cot?9 401669 ��A. S o_ (V O O E N t_C C CL a C O U D C 0 U E °6 O O U D N U Co a 4— Lo O 0 L 0 U0} x _ to ma10o [Lma U— EaStbclnk Existing Bldg 3927 County Road 154 Glenwood Springs, CO Sheet T. b Sections Rolect No. 1602.2 01.27.17 ua�e V = 1 °-0" ,heat A301 1 121 -4" I I 24'-2" 24'-0" 24--0" 24'-2" Q UJ p W _ p ILI SOU SOU .9U ,p A 1 - - - - - TF g6-6'� - Z / -�-�- ----- ----- I 53.1 N +L0'� W U F 8 53.1 -- --- q 53.1 al 1l� W U F 8 53.1 q 53.1 x W u 8 53.1 q 53.1 BU N Iy Lu - Tin= O i - -- --- �L�� k 2' � TA 100: 4„ I I ry- ® II'-10 1/2" - TYPICAL TIE FOOTING 10" - " I TF qb' a I _ 2" THICK W/ (4) #5 BA N ( I CONTINUOU5 I Q I I 'Zfk 53.1 I'_6" GONG FT6 is I I �0i 51M Ik ry 10 I I I I 53.1 i i i I I 53.1 i i - I q 531 O ! TYP UNO I TW qq'-4" I I I I 811 LL _ J TF qb'-6" lG" (0PN UNO I I II n 4 1 1 6 I �'-2I/4" III III III -' -'---'--__-- III I -'---._.-.-.-._. I I __ I �______________________ III I I_____ _______________ al I I I SIM s3.1 I \1k Irl ICI ICI I O �Pb" I j l I I III TA 9a" 4 I I .. I I/2 ( TYPICAL TIE FOOTING 2" THICK W/ (4) #5 BARS TF 100'-0" CONTINUOUS TF q6'-b" I I I I II - 55.1 I Vil I I I I I C I I I I I I I I I Q I TF qb' 6" n° r]oi ztk I I I I III ff BF q9'_O„ I? I p �I'-4 I I m 1 ° 1 l o0 0 +,N"IF,- I - -- --------- -I= �L ''' I --._.k-._._.- b it - - - - - -I r - - - - - - - - I I I I I I I BF qq'_O �: L_ __ _ i i i BF qq'-O" gq i i i BF '_O:l L. \ 1 `m I 0 -� I I I I EXI5T'6 161, WIDE 2 S I i (gJ G I I E I I 4 O - 6 I I I I I I I IJ I I I TYPICAL TIE THICK 1V I I I CONTINUOUS FOOTING (4) #5 BARS I I TYPICAL TIE I I 2" THICK W/ I I CONTINUOUS FOOTING (4) #5 5AR5 I I I TYPICAL TIE I I I THICK FOOTING (4) #5 5AR5 THICKENED CONC EDGE - I I I I s3.1 I 5" GONG SLAB W/ #4 ® 16"OG E.W. SIM ON COMPACTED GRANULAR BASE I I I CONTROL JOINTS ®10'-O" OG MAX. i i I'_b" I 451M 53.1I� I I I I I I I ( I I I I 4 53.1 I I 53.1 I ff -A' I S3.1 TA 100 O I NOTE:SEE ARCHITECTURAL 1'-6" FOR SLAB SLOPES, DRAINS, I it ADDITIONAL INFORMATION 7-' TGONG= I 0 k I -----'--------'-'-' If - I I _._.-.-._.- .... - -_ _. _. f- -' --- -' -'- ---'-'-'-'-'- - - - -'-'-'-'-'- I -' �.�i_'-'-.-.-..-.I+, TFgb-6 O I II'-51/2" 53.1 1 I I I 1.2" THICKENEDB FOOTING ELOW STAIR BR6WALL Al (4) #5 x GONT BOT. SEE ARCH. 6" TA qq'_41 I o Ell PIER S FTG DIMEN510N4 I TF 1I'-6" I 31 TYP ®(3) PLACES I I TYPICAL TIE FOOTING 10' OV 2" THICK W/ (4) #5 BARS 6 5:, 2" CONTINUOUS 5IM53.1 " = I = J �I°o o 4 r - - - ----- - I�I ___ If - _ - - - L- I - - - Z_ - Z_ I �L I , _ - - �- - Ad �� -_-====�s-c=-==-___- �- - - - - - - - - - - - - - - - - - w 52.1 2 L--- - --- TA 100'-0" ;0 n TF 1,16-6" = 55.1 ® J - n w Q p IU z q 53.1 10 8 53.1 55.1 w Q p w 0 q 53.! 8 10 55.1 55.1 w p p q 53.1 8 10 S3.1 53.1 j w z q 53.1 ' - r m m0 00 U1 Z N N tl LLlV IZy Wu IZy Wu LLZ.� Wu Ft 24'-0" =F 24,_0" � 24'-2" 121'-4" FOUNDATION PLAN NOTES: 1) TA -TOP OF CONCRETE WALL ELEVATION 2) TF -TOP OF CONCRETE FOOTING ELEVATION TL -TOP OF CONCRETE LEDGE ELEVATION STEP TOP OF WALL STEP -_STEP CONCRETE FOOTING, FT6 STEP OF CONCRETESURFACE OR PLYWOOD ODSURFACE T GONG = BUILDING ELEVATION 100'-O" ® PAD FOOTING SYMBOL EXXX'-XX"] BEAM ELEVATION 10)N COLUMN FROM ABOVE 2-2X6 TYP UNO COLUMN 51ZED AT LOWEST LEVEL E CON515TANT FOR EACH LEVEL UNLE55 GHAN&ED BY NOTE 11) OVERFRAMINIS 12) ALL CONCRETE WALLS 8" THICK UNO NEW FUUNUAIIUN � tXIJIING rUUNUAIIUN PAD FOOTING SCHEDULE MARK SIZE REINFORCEMENT REMARK5 ® 3-6"X5'-6"XI2" 4-#5 EN BOT --- ® 4'-O"X4'-O"X12" 5-#5 EA 50T --- © 5'-0"X5'-O"XI2" 6-#5 EN SOT --- ® 3-6"X4'-10"XI2" 5-#5 EA BOT --- O 4-6"XV-O"XI2" #5 (1 10" O.C.E.W. BOT --- O 2'-O"X2'-0"XI2" 3-#5 EVi BOT --- NOTE: ALL EN5ION5 TO BE VERIFD W/ ARCH PRIDIMIE OR TO CONSTRUCTION NOTE: BUILDING ELEVATION 100'-0" _ SITE ELEVATION SEE ARCH NOTE: SEE ARCH FOR DIMENSIONS AND ELEVATIONS NOT INDICATED NOTE: EXCAVATED BEARING SOILS MUST BE VERIFIED BY SOILS ENGINEER PRIOR TO FORMIN6 OF FOOTIN65. OVER - EXCAVATION ! RECOMPACTION OF STRUCTURAL BAGKFILL BELOW FOOTING E SLABS MAY BE REQUIRED. SEE 501L5 REPORT FOR ADDITIONAL INFORMATION S BAGKPILL SPECS. OPEN -HOLE SOILS REPORT L IS REQUIRED AT FOOTING INSPECTION. 500 PSF I. CONCRETE SPREAD FOOTIN65 SHALL BE CENTERED UNDERNEATH STEEL BASE PLATE 6 ANCHOR BOLT LAYOUT. SEE MANUFACTURER FOR SPECIFIC DIMENSIONS. 2. ANCHOR BOLT DIAMETER, LAYOUT, SPACING, PROJECTION, ETC. TO BE PER PREFABRICATED BUILDING MANUFACTURER. S. TYPICAL ANCHOR BOLTS TO HAVE A MINIMUM LENGTH OF 16" AND A MINIMUM EMBEDMENT OF 12". SEE BUILDING MANUFACTURER FOR ACTUAL DIAMETERS AND PROJECTIONS. 4. CONTRACTOR TO PROVIDE PREFABRICATED BUILDING PLANS PER MANUFACTURER STAMPED WITH A COLORADO P.E. STAMP PRIOR TO CONSTRUCTION. NOTE: 5EE PREFABRICATED STEEL BUILDING DRAWIN65 BY RHINO STEEL CORPORATION FOR ANCHOR BOLT PLACEMENT, DIMENSIONS, S DIAMETER. WE SHEETS FI 6 F2 OF GENERAL STEEL DRAWINGS FOR ANCHOR BOLT INFORMATION. FOUNDATION FLAN ® 1/4" = I'-O" C C E F Z E �9 J < m Y Q l� Go p Z n0 ff ° E Q O 0 Q O IL � O p ti K�Y � 3op ry W m� (O V Lu 1.� V DATE: 155UE/REV: Z-21-17 PERMIT 4-12-17 PERMIT REVS JOB #: 16055 SCALE : 1/4" = I'-O" I FOUNDATION 13) VENT CRAWL SPACE PER IRG PROVIDE BLOCKOUTS IN FOUNDATION WALL AS REQUIRED SEE GENERAL NOTES FOR REINFORCEMENT 14) DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING, DIMENSIONS I Q I I I I I I I =--ter � II II I� II r �I II I I II D ��u - - - --- - - - - -' Ihr Us - IIII p I I r I r 4 I, :I �I I, II II II F===�11111O ry T. PLY 10'-O" FLOOR PLAN NOTES: 1) COL BELOW OR COL ABOVE AND BELOW 2) ❑ COL ABOVE 5) [ JOIST HANGER 4) �_ JOIST BEARING 5) T100GONG - BUILDING ELEVATION 6) STEP OF CONCRETE OR PLYWOOD SURFACE 9) [XXX'-XX"] BEAM ELEVATION 5) OVERFRAMIN6 q) — 0 — DISCONTINUOUS BEAM 10) ---- *— CONTINUOUS BEAM 11) T PLATE= TOP OF 2X PLATE I10'-O" 12) ALL SUBFLOORS TO BE 5/4"T45 PLYWOOD GLUE -NAILED TYP UNO SEE GENERAL NOTES FOR NAILING 15) ALL COLUMNS 2-2X& TYP UNO 14) ALL HEADERS 5-2XIO TYP UNO 15) DO NOT SCALE DRANING5 CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR M1551N6 DIMEN51ONS 2 I I I I I I I I I I I I I j j I I I I I I I I I I I I I I i i i I Q Q Q Q Q C2_f-----_----------III�-III-.-- - ---------°----- .. _.._......IIIIIIIIIIIII . .-.4�Iiiiii IIi!I iII IIII--.---IIIIIIIIIII II ------------------------IIIIIIIIIIIII ---4-'�Iiii iiiI II !IiI III ------IIIIIIIIIII II - - - - - - - - .._._._-.--�.!IIIIIIIIIII --.---.--._-.-_-..__-.._--..-�IIiiiIi!-IiIII IIII -..—_-.._-�II�I,IIII .-_-.._-.._-.---..--.._- .._.._.—.----._-;IIIIIIIIII ._._.--.-_._._.--.---IIII I IIIIIIII, IIIIIIIII IIII - i IpiIIIIIIIItIIIIIII[ L IIIIiII I, l �IIIII �II�(IiI iII —__. •= �AGE4 EACH SIDE TYP to MOOD COLUMN GAP V12-----_____-------t—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.------ t-._._ __ 55.1 (2) II 7/5 ML-7 f-.__ -._r__ _ -— _ _ � _- WOOD TREADS RATED ,-FOR 100 P5F E6RESS LOAD BY OTHERS. --------------- --------------- _.-.-.-._._.-.-._._._.-.-._.t.._.-.L._._._.-.-.-.-.-.-.-.-.-.-.-.-.-._.L._t.._._._-.-._.-.-.--- .-.-.-.--- l_.-._._._L-- _._.--.L.-._.-.-.-.-._._._.. — _ 3 4 5 FLOOR FOAM NO FLAN 1/4" = I'-O" C ❑c E F zo E �9 u d) 6� Z m `o �j0 V m C w 6 z n 6 O w 'a � E E O O Lno dZ a m �Q 0zz0 N W 6 -1 m � O l� Lu V DATE: 155UE/REV: 2-21-11 PERMIT 4-12-11 PERMIT REVS JOB #: 16055 15CALE : 1/4" = I'-O" I SECOND FLOOR FRAMING PLAN MECHANICAL PROVISIONS 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 111-A 1101:H1=U[ TAINrk w A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ACHITECT/EN GI NEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. FLEXIBLE DUCT WORK A. FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERAL BASE. FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. 5. REFRIGERENT A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A WAY AS TO BE INCONSPICIOUS AND FREE FROM ANY POSSIBLE CONDENSATION. B. INSULATE REFRIGERANT LINES WITH ARMOUR -FLEX TYPE INSULATION, SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 6. DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERWISE SHOWN ON DRAWINGS. D. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING. H. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. DRAINAGE PIPING A. (CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS. PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN. B. HVAC CONTROLS A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED. 9. ELECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 10. PIPE SUPPORTS A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 11. GAS PIPING A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 12. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE, COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. C. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. 13. TESTING AND BALANCING A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 14. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. MECHANICAL APPLIANCES, EQUIPMENT & SYSTEMS SHALL BE CONSTRUCTED, INSTALLED & MAINTAINED IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE (IMC) AND INTERNATIONAL FUEL GAS CODE (IFGC) MECHANICAL ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. 3 VLE2 r r \�T TR D 7TRNE225 '. IN'S OF,:,,,FMO,. FLAG NOTES: Q Q EVAPORATIVE COOLER OPTION FOR COOLING. COOLERS SHOWN FOR FUTURE OPTION IF OWNER SHOULD DESIGN COOLING. BUILDING SHALL BE SET UP FOR THESE FUTURE EVAP COOLERS. LOUVER FOR INTAKE WHEN EXHAUST IS ACTIVE. PROVIDE MOTORIZED DAMPER CONNECT TO THE EXHAUST FANS EF-3,4 OPERATION. ON DETECTION OF CO OR NO2, EXHAUST FANS SHALL START AND OPERATE UNTIL PRESENCE OF GASES ARE BELOW THE ALLOWABLE LIMITS. Q DUCT DOWN TO THE FLOOR AT THESE LOCATIONS. ® EXISTING UNIT HEATERS FROM EXISTING BUILDING INSTALLED AT THESE TWO LOCATIONS. ROUTE FLUES OUT ROOF. OFFSET TRANSFER GRILLES TO REDUCE SOUND TRANSFER. SEE DETAIL ON SHEET M1-2. © TENANT SUPPLIED USED OIL BURNER, COORDINATE WITH ALL CONTRACTORS. T> FUTURE VEHICLE EXHAUST SYSTEM. ® FUTURE AIR EXCHANGE EQUIPMENT PROVIDED BY OWNER. 910129i 0 GAS FURNACE MOUNTED IN THE CEILING SPACE. PROVIDE ZONING SYSTEM FOR THIS FURNACE. FURNACE SHALL BE PROPANE GAS. ROUTE FLUE AND COMBUSTION AIR THROUGH ROOF OR SIDEWALL WITH CONCENTRIC KIT. ZONE DAMPERS FOR FURNACE SYSTEM, EACH ZONE SHALL HAVE A THERMOSTAT CONTROL. FURNACE SHALL HAVE A BYPASS DAMPER INSTALLED FOR CONTROL WHEN OTHER DAMPERS ARE CLOSED. DUCT DOWN TO LEVEL BELOW. ® EXHAUST FAN DUCTED OUT THE SIDEWALL. ® ELECTRIC BASEBOARD COORDINATED WITH GENERAL CONTRACTOR. ® CONDENSING UNIT MOUNTED ON GRADE FOR CONNECTION TO THE FURNACE SYSTEM WITH MANUFACTURERS SIZED REFRIGERANT LINE SET. ® EXHAUST FAN MOUNTED ON ROOF. COORDINATE WITH ROOF MATERIAL & SLOPE FOR FAN ROOF CURB. Af Auty R4� w sGw p p ovi Ae" " SO wa 4�aptw'c 4 ff�lat cto� dire i to iMb r vzhi GV OdvAs s m(z p I m c) Sec. 502.14 USE OF THE AUTO REPAIR SHOP IS LIMITED TO NON C.N.G., L.P. AND L.N.G. VEHICLES. A SEPARATE BUILDING PERMIT WILL BE REQUIRED TO CONVERT THE REPAIR SHOP TO THESE TYPES OF SYSTEMS. � ; I I MECHANICAL FIRST FLOOR PLAN SCALE: 1 /8"= V-0" Or F R SHOP SPAC'c I i I i I — + --- I i I NORTH I I I I �� I= f i � I I I � I i C DO NDT RET'ROBP.E THESE DAAIRM AND SPEQFlGTIONS WITHOVr THE EXPRESSED WRRTEN PERIMMON OF THE DSGNER. THE DRAWINGS AND 9 ROVIONS ARE INSRiLWEWS OF THE 3FPOE WO SH REMAIN THE PROPERIT OF THE DESIGNER WH ER THE PROIEx FOR WHICH THEY ARE MADE IS DUAM OR NOT. niFSE DAM14GS AND SRECIFlGnONS SHN1 NXR BE USED % ANNNE ON elfr BG 1 .f OTHERS EXCEFyr THE DGRE5ED WRITTEN PERMISSION Ol'HE DESIGNER. I __j 4G I U I-d n $—I N �^ w o bA XD r-' W•� (214 o � bA W rn cd po +� 4 kn w rn _y o � W Q c) ono U C4 cd byA N W tn (5 o W O O � fYl o WV1 M M� W rry V ® DATE: ISSUED FOR: 07/26'16 REVIEW 08/12/16 REVIEW 0 `C" : •, LA SSLA1 .,. 33843e K'V" " DATE: 07/26/2016 JOB NO: 16-114 DRAWN BY: BCE C14ECKED BY: BCE SCALE AS SHOWN T NUMBER: M1-1 LIQUID LINE TYPE "B" SUCTION LINE GAS VENT FLEXIBLE CONNECTION GAS SUPPLY LINE UNION E10111IF WTI r , L VIBRATION DRIP LEGSt7 ISOLATORS GAS FURNACE® (•) —�� 3/4" DRAIN FLEX DUCT MAX. 6'—O" FLEX DUCT SIZE SHALL MATCH NECK SIZE / CEILING OPPOSED E DAMPER — DX COOLING COIL HORIZONTAL GAS FURNACE WITH DX COOLING COIL NOT TO SCALE COLLAR SUPPLY HAND DAMPER DRAW BAND WITH SILICONE SEALER CEILING DIFFUSER TYPICAL DIFFUSER CONNECTION (SIDE OF DUCT CONNECTION) NOT TO SCALE USE THIS DESIGN WHERE ROUND 90 0 ELS ARE SHOWN ON PLANS FUSIBLE LINK HINGE POINT ANGLE STOP TURN VANES -SEE DETAIL THIS SHEET USE THIS DESIGN o WHERE SQUARE 90 ELS ARE SHOWN ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT INSTALLATION OF ROUND 900 ELLS B, FI BUILT ROOF 1/4" ALL —THREAD HANGER ROD — ADJ. LENGTH TO LEVEL UNIT r FLEXIBLE CONNECTION ELECTRIC AIR FILTER R.A. GAS FURNACE SCHEDULE COOLING HEATING FAN HP ELECTRICAL EQUIPMENT NO. SERVICE SUPPLY AIR (CFM) OUTSIDE AIR (CFM) E.S.P. EFFICIENCY A.F.U.E MAUFACTURER & MODEL OPTIONS/ACCESSORIES NOMINAL GAS (IN WG.) MBH INPUT MBH OUTPUT VIPH/HZ MCA MOCP MBH CFH GF-1 OFFICE 1900 0.8 48 72 65 95% 1 120/1/60 13 20 ARMSTRONG A952V PROPANE GAS NOTES: 1. PROVIDE CASED "N" HORIZONTAL EVAPORATOR COIL AND PROGRAMMABLE THERMOSTAT. HORIZONTAL UNIT. iT FAN :AP WOOD NAILER PREFABRICATED, INSULATED CURB, MOUNT & SECURE ON WOOD NAILER. (BASE). onE.Twr�ror I DAMPER HAUST FAN ROOF CAP NOT TO SCALE TURN VANES -SEE DETAIL THIS SHEET USE THIS DESIGN WHERE ROUND 45 0 ELBOWS ARE SHOWN ON PLANS USE THIS DESIGN WHERE ROUND 45 0 ELBOWS ARE SHOWN ON PLANS ROUND 4e ELBOW SQUARE 45® ELBOW CONSTRUCTION OF 4ELBOM SLOPE NOT TO EXCEED MAIN RECTANGULAR DUCT 1" IN 4" ROUND DUCT SPUTTER DAMPER �. AIR GAS FIRED UNIT HEATER SCHEDULE EQUIPMENT NO. SERVICE SUPPLY AIR (CFM) QSAVE GAS CONNECTION SIZE VENT OUTLET SIZE AIR INLET SIZE ELECTRICAL MANUFACTURER & MODEL OPTIONSIACCESSORIES GAS CFH MBH INPUT MBH OUTPUT V.!PH./HZ. MOTOR HP UH-1 SHOP 2500 225 200 160 314" 6" xx 120-1-60 116 EXISTING PROPANE HEATER UH-2 SHOP 1980 140 125 100 3/4" 4" 4" 120-1-60 116 MODINE HDS125 PROPANE HEATER NOTES: 1. PROVIDE WALL MOUNTED THERMOSTAT. 2. DUCT COMBUSTION AIR AND FLUE TO THE EXTERIOR. CEILING OFFSET TRANSFER GRILLES TO REDUCE SOUND TRANSFER. TRANSFER GRILLE ASSEMBLY N.T.S. MAIN AIR> FLOW BRANCH .W, MAIN J al� FLOW ; TURN VANES -SEE BRANCH DETAIL THIS SHEET INSIALLA 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. 2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE DRAWINGS. 3. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT. 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. 8.INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. 9.ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. 10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND DETAILS OF THE LOW VELOCITY DUCT LAYOUT AIR HANDLING UNITS. NO SCALE 12.JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. ACCESS PANEL DETERMINE SIZE & LOCATED IN THE FIELD FUSIBLE LINK SPRING CATCH WEIGHT AIR FLOW AIR I I FLOW _ TURN VANES BRANCH ZDAMPER ADJUSTMENT ROD & LOCK SCREW TYPICAL SPUTTER DAMPER SPRING CONNECTION DOUBLE CATCH LINKAGE ACTING BLADES HINGE POINT 0 _0 _D - ANGLE STOP OPERATING SHAFT FOR QUADRANT OR MOTOR. TYPICAL VOLUME DAMPER LOUVER SCHEDULE EQUIPMENT NO. SERVICE WIDTH (IN) HEIGHT (IN) THICKNESS OF WALL (IN) MATERIAL INSECTIBIRD SCREEN MANUFACTURER & MODEL OPTIONSIACCESSORIES LV-1 INTAKE 48 36 SEE ARCH. GALV. BIRD SCREEN RUSKIN NOTES: 1. PROVIDE MOTORIZED DAMPER, HOUSING AND BIRD SCREEN. EXHAUST FAN SCHEDULE EXTERNAL MOTOR EQUIPMENT NO. SERVICE LOCATION CFM STATIC PRESS (IN. MANUFACTURER & MODEL OPTIONS/ACCESSORIES W G) WATTS HP RPM VOLT/PH/HZ EF-1 Toliet Ceiling 100 0.375 35 — 1075 120-1-60 Cook GC-148 Note-1 EF-2 Toliet Ceiling 100 0.375 35 — 1075 120-1-60 Cook GC-148 Note-1 EF-3 Shop Roof 1900 0.5 — 113 980 120-1-60 Cook 165C4B Note-2 EF-4 Shop Roof 1900 0.5 — 1/3 980 120-1-60 1 Cook 165C4B Note-2 NOTES: 1. RUBBER ISOLATORS AND SPEED SWITCH 2. BACKDRAFT DAMPER, ROOF CURB AIR COOLED CONDENSING UNIT SCHEDULE EQUIPMENT SERVICE NOMINAL COOLING REFRIG. PIPING ELECTRIC MANUFACTURER & MODEL OPTIONSIACESSORIES NO. CAPACITY (TON) LIQUID VAPOR VIPH/HZ MOP (A) MCA (A) CU-1 GF-1 4 208-1 50 1 29.1 ARMSTRONG 4SCU20LX NOTES: 1. PROVIDE LINE SET AS RECOMMENDED BY MANUFACTURER. 2. OUTDOOR CONDITIONS OF 95 F. 3. INDOOR CONDTIONS OF 80 F DB/60 F WB. ELECTRIC BASEBOARD SCHEDULE EQUIPMENT NO. SERVICE LOCATION LENGTH (FT) HEAT OUTPUT (BTU) MOTOR MANUFACTURER & MODEL FINISH OPTIONSIACCESSORIES WATTS AMPS VIPH./CY. EBB-1 TOILET WALL 4 1,000 120-1-60 GRAINGER WHITE THERMOSTAT NOTES: EVAPORATIVE COOLER SCHEDULE EQUIPMENT NO. CFM STATIC PRESSURE (IN. WG) VOLT/PH/HZ MOTOR HP MANUFACTURER & MODEL OPTIONS/ACCESSORIES EC-1 1800 0.3 120-1 1/3 ESSICK AIR SIDE DISCHARGE NOTES: 1. PROVIDE WITH 115 VOLT (1.0 AMP) WATER PUMP, RIGID MEDIA COOLING PADS, WATER DISTRIBUTOR ASSEMBLY, PUMP SCREEN, FLOAT VALVE ASSEMBLY, OVERFLOW ASSMEBLY, MOTOR STARTER FOR BLOWER FAN, AND RECEPTACLE FOR PUMP. UNIT TO BE CONTROLLED FROM WALL MOUNTED SWITCH. FAN GUARD 6" THICK CONC. PAD - EXTEND --" 6" BEYOND UNIT ALL AROUND SIGHT GLASS WITH MOISTURE INDICATOR FILTER -DRYER UNIT REFRIGERANT GAUGE CONNECTION TED REFRIGERANT VALVE GRILLE -REGISTER -DIFFUSER SCHEDULE EQUIPMENT NO. SIZE MODEL MANUFACTURER FINISH OPTIONS/ACCESSORIES A 18X12 S-80 KRUEGER WHITE DUCT MTD B 24x12 S-80 KRUEGER WHITE DUCT MTD C 4X18 DMD KRUEGER WHITE DUCT MTD D 24X24 PLQ KRUEGER WHITE CEILING MTD E 24X24 PLQ KRUEGER WHITE CEILING MTD F 6X6 5-80 KRUEGER WHITE WALL MOUNTED TR 6X18 S-85 KRUEGER WHITE WALL MOUNTED NOTES: COORDINATE ALL MOUNTING TYPES WITH CEILING, WALL, & DUCT. REFRIGERANT SUCTION LINE WITH INSULATION REFRIGERANT LIQUID LINE CONDUIT - POWER AND CONTROL AIR-COOLED CONDENSING UNI" - SLAB MOUNTED AT GRADE N.T.S. IiGLIIVb / ABOVE CABINET j/ OR ROOF FAN EXHAUST DUCT BATHROOM EXHAUST FAN DETAIL - SIDEWALL DISCHARGE N.T.S. WALL CAP W/ BACKDRAFT DAMPER DO NOT REPRODUCE THESE ORAWINGS AND SPECIFICATIONS KMOUT THE EXPRESSED WRRTER PErMISSION OF THE DESIGNER. SPDORI 0I5 ARE INSIRUIEMS THE DRAWINGS AND OF T 5 m AND SHALLREMNN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE WDE IS EXECUTED 0R NOT. THESE DRAWINGS AND SPECFlGTRINS SHALL NOT RE USED W ANYDIE ON N!/ ODER PRD£CB Fm A m5 TO D m PRGkCT BY OTHERS EXCEPT BY THE EXPRESSED WRRTEN PEAMISSON OF THE DES04M aD U I� ^ d) tl� � �'+ •� N w o bA W u r IC-1 t�o vV5 00 W o Q u o0 O U °' ,� � •v ai e�rT A. U'5 Q O �o P� u Q ^ a oQ W No Wc�� M y DATE: ISSUED FOR: ovz6n6 REv1Ew osnzn6 REv1Ew °0..,, IBLAIq��f• i� 3384A3 g ai we 13�u - •••••• �•• ..... •i° (DATE 07I7.,6:2016 JOB NO: 16-114 DRAWN BY: BCE CHECKED _ BCE SC S SHOWN ETNUMBE ®� PLUMBING SPECIFICATION. 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION), ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY AFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ACHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. DOMESTIC WATER SUPPLY PIPING A. UNDERGROUND: PROVIDE TYPE "K" SOFT DRAWN COPPER TUBING WITH BRAZED CONNECTIONS. B. ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER TUBING WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER TO BE "NO LEAD" TYPE. C. ALL HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS INSULATION. D. ALL COLD WATER PIPING TO BE INSULATED WITH Ifi" FOAM INSULATION. 5. SANTARY/STORM DRAINAGE AND VENT PIPING. A. ABOVE GRADE: -2" BELOW: SCH.40 GALV. STL. PIPE WITH SCREWED ENDS OR SCH. 40PVC WITH SOLVENT JOINTS OR DWV COPPER WITH SOLDER JOINTS. ALL SOLDER TO BE "NO LEAD" TYPE. -3" AND ABOVE: SERVICE WT. CAST IRON WITH NO -HUB OR BELL AND SPIGOT JOINTS; OR SCH 40 PVC WITH SOLVENT JOINTS. B. BELOW GRADE: SERVICE WT. CAST IRON WITH NO -HUB OR BELL AND SPIGOT JOINTS; OR SCH 40 PVC WITH SOLVENT JOINTS. C. PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEILINGS AND SHALL NOT CROSS FIRE RATED WALLS, CEILINGS, OR FLOORS. D. DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL HAVE LONG TURN FITTINGS. E. DRAINAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM GRADE OF AT LEAST 14" PER FOOT. AND PIPING LARGER THAN 3" SHALL BE RUN AT A GRADE OF NO LESS THAN 1/8"PER FOOT. F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF THE VENT PIPING RUN THROUGH THE ROOF. 6. ALL STUB -INS AND/OR SLAB OR WALL PENETRATION TO BE PER INTERNATIONAL PLUMBING CODE (LATEST EDITION).ALL PIPING PENETRATIONS OF BUILDING FOUNDATIONS OR FOOTINGS SHALL BE SLEEVED. 7. PIPE SUPPORTS A. ABOVE GRADE ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE AND PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL BE AS SPECIFIED IN INTERNATIONAL PLUMBING CODE (LATEST EDITION). B. BELOW GRADE EARTH SHALL BE EXCAVATED TO A MINIMUM DEPTH WITH AN EVEN SURFACE TO INSURE SOLID BEARING OF PIPE FOR ITS ENTIRE LENGTH. -INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHERWISE SPECIFIED) A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT ANY POINT. -EXTERIOR: THE WATER PIPE SHALL HAVE A MINIMUM OF 60" OF COVER AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF COVER. 8. MISCELLANEOUS A. COORDINATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS AT THE JOB SITE. C. THE PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE. 9. TESTING A. PLUMBING SYSTEM SHALL BE FLOW AND PRESSURE TESTED IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST EDITION). 10. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. I�1LI R O© JANAFS nuta,CE BREAK ROCN, DjGD-1 SK-1 FLAG NOTES: d 0 GAS METER AND SERVICE. SEE CIVIL PLAN FOR LOCATION. CURRENT GAS WILL BE PROPANE FOR CHANGE TO NATURAL GAS IN THE NEAR FUTURE. NATURAL GAS SHALL BE SIZED FOR 925 MBH AND SHALL BE SIZED AT 2" AND BE LOW PRESSURE. ® VENT THROUGH ROOF LOCATION FOR PLUMBING FIXTURES IN THE AREA. MINIMIZE ROOF PENETRATIONS FOR VENTS AND SHALL BE A MINIMUM 3" 03 ALL CW, HW IN THE SPACE SHALL BE J" AND SHALL BE INSULATED WITH 1" PIPE INSULATION. WHERE CONCEALED, PLUMBERS OPTION TO ROUTE IN PEX PIPE PER CODE. ® FUTURE COMPRESSED AIR SYSTEM TO BE SUPPLIED BY TENANT. ROUTE COMPRESSED AIR LINE PER OWNER, SHOWN HERE TYPICAL FOR PRICING PURPOSES. AIR COMPRESSOR LOCATED OUTSIDE PER OWNER. PROVIDE OWNER WITH AN ALLOWANCE FOR COMPRESSED AIR TOOL DROPS AND COORDINATE LOCATIONS AND NUMBER WITH OWNER DURING PROJECT. 0 J" DOMESTIC WATER FROM THE SITE TO THE BACKFLOW PREVENTOR IN THE SPACE. © ROUTE GAS TO ALL UNIT HEATERS AND GAS FURNACE. ROUTE CONDENSATE FROM DRAIN PAN TO THE WASTE SYSTEM IN THE BUILDING. - I I I 1, PART. 3-.)i:A6[- KwfN'S OFPCE 1:. 1 1 1 ROUTE 3/4" GAS LINE DOWN TO WATER HEATER PLUMBING SECONd FLOOR PLAN FLAG NO CONT.: Q I SCALE: 1/8"=V-0" ® EEW-1, EMERGENCY EYE WASH BY TENANT. CONNECT TO HW AND CW. 9Q WATER HEATER SHALL BE MOUNTED ON A SHELF ABOVE OTHER FIXTURES. PIPE DRAIN PAN TO DRAIN IN LT-1. ® ROUTE AND CAP GAS LINE FOR FUTURE UNIT HEATERS AS SHOWN. PLUMB FOR FUTURE WATER TREATMENT SYSTEM. ® WATER HEATER TO USE PROPANE FUEL. ROUTE FLUE AND COMBUSTION AIR THROUGH ROOF OR SIDEWALL WITH CONCENTRIC KIT. CONNECT 3/4" GAS LINE FROM ABOVE TO WATER I L - — — — — — - — — — — — — — — I ff I NORTH PLUMBING REQUIREMENTS PER I.B.C., CHAPTER 29 AND IN ACCORDANCE WITH INTERNATIONAL PLUMBING CODE (IPC) PLUMBING ROUGH -IN INSPECTION REQUIRED PRIOR TO FRAMING INSPECTION. 0 ICOORDINATE LOCATION OF WASTE CONNECTION TO SITE SEWER WITH SITE Q CONTRACTOR. 14" I PLUMBING FIRST FLOOR PLAN SCALE: 1/8"=1'-O" -_-J NORTH GAS SERVICE SEE CIVIL SITE PLAN I 1 DO NOT REPRODUCE mESE R7PAYISOS SPECIMATONS KMOUi THE EDTREMED WRITTEN PERMISSION OF THE DEMIM 'W_ ORAWTNGS AND sPECIRWMG ARE INSRRGRE . OF THD s .M AND SHALL REMAIN THE PROPERRY OF THE DESIGNER WHETHER THE PRDJECT FOR WHICH THEY AP.E MADE IS E(ECIJ D OR NOT. THESE D NGS AND SWEGIFlwon s NOT w USED BY MNONE ON ANY olE PRORCR FON Amnon TD THIS PNOJEDE BY OTHERS EXOE BY THE OMESSED WRNTEN OF THE DESIGNER. /,F£RRIISSION I I I I U H V] i-1 N UR b�A r" v W � � J R ^� U 9 pp � C) U bA•.- N bAa)rn�0 I O L [� O U M Z � W i I DATE: ISSUED FOR: 07/26/16 REVIEW 08/12/16 REVIEW 0 3L�i3843 A� . gwE gu '•.rr.rrr L DATE: 07/26/2016 JOB NO: 16-114 DRAWN BY: BCE CHECKED BY: BCE SCALE: AS SHOWN S UMBER: P1-1 LUMINAIRE SCHEDULE MANUFACTURER VOLTAGE LUMENS TYPE MOUNTING COLOR DESCRIPTION CATALOG N0. POWER PHILLIPS APPROVED 120-277V 12000LM 23.9"04.8"x2.9" HIGH BAY LED LIGHT A FBX12LL40-UNV-W-LCA EQUIVALENT HUNG 16' AFF 4000K EM:EMLED 98W LITHONIA APPROVED 120-277V 3000LM 46.5"x10"x3.9" RECESSED LED OFFICE LIGHT B STL4 30L EZ1 LP840 EQUIVALENT SURFACE 4000K 27W WAC LIGHTING APPROVED 120V BOOLM 4.5" DIA PENDANT LED LIGHT C PD-W2605 EQUIVALENT PENDANT 3DOOK 16W WAC LIGHTING APPROVED 120V 130OLM 18"0"x2.75" VANITY LED LIGHT D WS-776 EQUIVALENT WALL 3500K 15.5W HUBBEL APPROVED 208V 115OLM 4.8"x8.2"x5.3" FULL CUTOFF SECURITY LED E LNC-5LU-4K-2-1-PC(2) EQUIVALENT WALL 10' LIGHT WITH PHOTOCELL 1000K BARRON APPROVED 120/277 SURFACE NONE REQUIRED 12"W0.25"Dx5.5"H IMPACT RESISTANT THERMO- LL50H-G2 EQUIVALENT WALL 2 HALOGEN PLASTIC HOUSING 5W MR16 LAMPS, BATTERY WITH UNIT BARRON APPROVED 120/277 NONE REQUIRED 12-1/4"Wx7.4"Hx1.75"D, WHITE THERMOPLASTIC. F GVEX-U-BP-WB-WH-G2 EQUIVALENT WALL/CEILING N/A LED HOUSING WITH GREEN LETTERING. NICAD BATTERY, WITH UNIT UNIVERSAL MOUNTING, EXTRA FACE PLATE DD BARRON APPROVED 120/277 NONE REQUIRED 4.75"Wx7.75"HX4.5"D WHITE SEALED REMOTE Z06HOBW EQUIVALENT WALL/CEILING 1 INCANDESCENT WITH MOUNTED FIXTURE, 6 VOLT, 8 WATT LAMP, VERIFY EMR UNIT COMPATIBILITY WITH EMERGENCY FIXTURE NOTES 1. GRID TROFFER TYPE LIGHTING FIXTURES SHALL NOT BE SUPPORTED FROM THE T-BAR CEILING GRID. 2. THE SYMBOL USED IN THIS SCHEDULE IS A GENERIC SYMBOL TO INDICATE AN EXIT LIGHT FIXTURE. REFER TO THE PLANS FOR THE NUMBER OF FACES REQUIRED AT EACH EXIT. INSTALL THE NUMBER OF FACES REQUIRED AT EACH EXIT. FIELD ADJUST THE LOCATION OF THE EXIT SIGNS FOR THE BEST VISIBILITY POSSIBLE. ALL EXIT LIGHTS SHALL COMPLY WITH ALL LOCAL BUILDING CODES. 3. THIS EXIT SIGN REQUIRES THE EXTRA BATTERY CAPACITY TO OPERATE THE REMOTELY LOCATED EMERGENCY HEAD FOR EGRESS AWAY FROM THE BUILDING. WALL MOUNTED EMERGENCY LIGHT T EXITGEilD UPPER CABINETS 90" LOWER CABINETS DOOR WAY 161 WALL SCONCE - IN 18" ABOVE \ 6'-8" N PROJECTION REQUIREMENTS 48" 1 6'-8" MAXIMUM PROJECTION IS 4" EXTENSION FINISHED FLOOR DETAIL NOTES: 1. ALL DEVICES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS AND LOCATIONS OF THE DEVICES AS REQUIRED FOR PROPER MOUNTING. 2. ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT BE REQUIRED FOR THIS PROJECT. 3. THE AMERICANS WITH DISABILITIES ACT, KNOWN AS ADA, AFFECTS LIGHT FIXTURES USED IN CIRCULATION OR EGRESS SPACES. IN PRACTICE THIS MEANS THAT WALL MOUNTED FIXTURES LOCATED BELOW 6'-8" AFF IN HALLS, CORRIDORS, PASSAGEWAYS OR AISLES, MUST BE NO GREATER THAN 4" DEEP. THE ADA AFFECTS CONSTRUCTION FOR BOTH NEW AND EXISTING BUILDINGS. LIGHTING DEVICE MOUNTING HEIGHT DETAIL NOT TO SCALE NOTE: t. 2001b TEST WIRE HANGER AT EACH CORNER OF FIXTURE (TOTAL OF 4) OR 1 CADDY CLIP 515 PER SIDE (TOTAL OF 4) 2. TYPICAL ALL H.I.D., FLUORESCENT, & INCANDESCENT FIXTURES TYPICAL RECESSED LIGHT FIXTURE DETAIL SCALE: NOT TO SCALE ELECTRICAL PERWTTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECT S yq►-.rt�s t comply with gccvow 50r.. CONNECT TO DOWNSTAIRS LIGHT CIRCUIT -80 I n B 6 i GENERAL NOTES: 1. BATHROOM FANS COME ON WITH BATHROOM LIGHTS 2. FIXTURES MARKED WITH EM REQUIRE EMERGENCY BATTERY 3. USE CURRENT LIMITER ON TRACK LIGHT PPt 81,83 1 -79 LIGHTING SECOND FLOOR PLAN SCALE: 1/8"=1'-O" LIGHT CONTROLS $y 3 WAY SWITCH $4 4 WAY SWITCH $as SWITCH WITH OCCUPANCY SENSOR $MDSWITCH WITH OCCUPANCY SENSOR SWITCH WITH DIMMER ELECTRICAL COMPONENTS, EQUIPMENT & SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED PER NFPA 70 - NATIONAL ELECTRIC CODE. MEANS OF EGRESS ILLUMINATION PER SEC. 1008. VERIFY DIRECTIONAL EXIT SIGNS & EMERGENCY LIGHTING LOCATIONS PRIOR TO ELECTRICAL ROUGH -IN INSPECTION. i [N C vs L LIGHTING CONTROL NARRATIVE PROVIDE THE NECESSARY EQUIPMENT FOR A COMPLETE AND FUNCTIONING SYSTEM. REPAIR SHOP: MANUAL ON/OFF BY WALL MOUNTED SWITCHES. AUTOMATIC OFF VIA OCCUPANCY SENSORS WAITING/COUNTER: MANUAL ON/OFF BY WALL MOUNTED SWITCH. AUTOMATIC OFF VIA OCCUPANCY SENSOR OFFICES: MANUAL ON/OFF BY WALL MOUNTED SWITCH. AUTOMATIC DIMMING BY DAYLIGHT SENSOR. AUTOMATIC OFF BY OCCUPANCY SENSOR. BATHROOMS, STORAGE ROOMS, 2ND FLR HALLWAY: AUTOMATIC ON/OFF BY OCCUPANCY SENSOR LIGHTING FIRST FLOOR PLAN SCALE: 1 /8"- V-0" A DO NOT REPRODUCE 146E DRAWINGS AND SPECIFICATIONS WTIHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPB:IRWONS ARE INSTNUNDGs OP TE S6MCE AND SHAM REMMN THE PROPERTY OF THE DESIGNER WHEMER TIE PROTECT FOR YMICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIRGTIM S4N NOT BE USED BY ARYONE ON ANY O Ew ADJEOR FOR AOOIRONS 1D TTIs PROJECT BY OTHERS MEPF BY THE ENPRESSE0 WRITTEN PEO.RSSION OF THE DESIGNER. U V1 S-I U � cn kr) bA m M I N W � c t~ bfJ LJ.� rn _ Vcr In o 0 W Q®00 U O RV O ^ V1 O W IC) W MZ � w Q � O I^� DATE: ISSUED FOR: 07/26/16 REVIEW 08/12/16 REVIEW 0 .f7 " s • • •"saes sea• DATE- 07/26/2016 JOB NO: 16-114 DRAWN BY: BCE CHECKED BY. BCE SCALE: AS SHOWN S NUMBER: E1-1 ® SECOND FLOOD PLAN SCALE: 1 /4" = 1 -O ' rSAR 0F COt0,49 iQO �OULET ON 0 m 'g o_ N O O t E N t E N t C O U h C O U E O O U 7 `4 Q O _U C Lo CO t L0 V) m 5'0 O Oma LL Eastbank Existing Bldg 3927 County Road 154 Glenwood Springs, CO Sheet T9e Second Floor Plan Wajed �. 1602.2 04.10.2017 Scale 1 /4" = 1'-0"