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HomeMy WebLinkAboutB12-0356 REV9 plans ASI 18.pdf 1 2 3 4 5 A.1 1 B C A.1 1 B C Al 03.2 A103.2 22'-0" TOWN OF V 10'-6" 11'-6" FORD PARK G PHASE 1 GENERAL NOTES IMPROVEMENTS 1. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR CONFLICTS CONTAINED TRENCH DRAIN, 1 V-6" 1'-4" WITHIN THESE CONSTRUCTION REF CIVIL AND CONSTRUCTION DOCUMENTS IMMEDIATELY TO THE ELEC / Al 03.3 ARCHITECT \/= DOCUMENTS i A107.7 A5 2. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES IN DIMENSIONS SHALL BE co POINTED OUT TO THE ARCHITECT AND I LOW RESOLVED PRIOR TO COMMENCEMENT OF 1 III PLANTER - - - - - - - - - I \�� ji I �I � � 1 WORK. / _ 1 1 1.5:112 1 3. DIMENSIONS ARE TO FACE OF STUD OR I �- _-__ LOPE wqL /j \\- FORD PARK J 1 1 SLR L of I FACE OF CONCRETE UNLESS NOTED HEATED _ _ =__ _ _ C01 530 SOUTH FRONTAGE RD E I OTHERWISE. /\\\ TRENCH DRAIN, II I o ' ___ VAI L, CO 81657 4'-0" REF CIVIL AND II II / -' 1 4. PROVIDE ALL NECESSARY BLOCKING IN ELEC - - J o WALLS AND CEILINGS. LOCATIONS INCLUDE, JANITOR J 1 A103.6 BUT ARE NOT LIMITED TO, TOILET I J I II V STIR L CO O CON - 8235.80' C? I ACCESSORIES, CEILING AND I - - - - - - - - - - - - - - - - - � I 2 � I 2 WALL-MOUNTED ELECTRICAL FIXTURES, 1 1 SHELVES, COUNTERTOPS. w I 3 I EXTENT OF F3, REF O II II EL +100'-0" EL +100'-(5" A107.7 5. ALL ANGLES ON PLANS ARE 90 OR 45 I -' I I EL +100'-0" I 1 DEGREES UNLESS NOTED OTHERWISE. LANDSCAPE FOR II II T/O PAVERS /O PAVER T/0 CONC 1 1 CONTINUATION II II F3 1 BAKED METAL STANDING 1 A1o7.7 6. NOTE: ONLY ROOMS C01, CO2 and CO3 _ 3 I SEAM ROOF, TYP I ARE "HEATED SPACE", SEE MECHANICAL ` CO3 ENGINEER'S M HE K REPORT FOR EXTERIOR I 1 ° WOMENS I I G S CO C C O O SCONCE, TYP L +10 -0" I��) l o )I ENERGY COMPLIANCE. ALL OTHER SPACES o _ - - T CO C 0 1 RESTROOM 1 ARE "SUMMER USE ONLY"AND NOT PROVIDED WITH ANY MECHANICAL HEATING `� I MIENS l n n 1 C04 1 OR COOLING. � ° ) 1 00 I RESTROOM I�0) O I 15 ii 1.5:12 5 4 I I 3 q q I I A103.6 FLOOR PLAN NOTES 4 N T/O F' FD / \ N 3 A103.2 1 1 A103.2 A103.2 A103.2 1 1 SLOPE �_ - - - I 1. ALL INTERIOR WALL ASSEMBLIES TYPE P2 - - - CONC TO O SLOPE'' - - - I UNLESS NOTED OTHERWISE, REF A107.2. - - srRUCr CONC TQ ;DRAIN, REF \\\/ I I A5 2. ALL EXTERIOR WALL ASSEMBLIES TYPE I :. j STRUCT', I I W1 UNLESS NOTED OTHERWISE, REF 2 1 NOTE: IT IS THE INTENT OF THESE Al 07.2. +100'-0" "Q A1o7.7 1 DRAWINGS THAT THESE TWO EAVES T/ ONC 0 E 11'-4' ALIGN. DUE TO WALL THICKNESSES, 3. ALL FLOOR ASSEMBLIES TYPE F1 I OVERHANGS WILL BE DIFFERENT. UNLESS NOTED OTHERWISE, REF A107.3. i DF EL +10 -0" 4. CENTER DOORS IN ROOMS/ HALLWAYS - - - �7 T/O NC 3 0 - - 3 OR PROVIDE 6"WALL RETURN UNLESS 3 L E H R E N - - - - - - - - - - - - - - - HIP NOTED OTHERWISE. - \/ \ AND ASSOCIATES, INC. I 3 5. REFERENCE A107.3 AND RCP FOR \\\/ ARCHITEC I -PLANNING• IN r[:RIORS A103.6 4 CEILING MATERIAL. a / 1 \ 4 2'_6" 2 C05 \\ � j \\\ ' PO BOX 1976 A 107.7 O CO 81620 / ^N Avon, T 970 949 0257 ROOF PLAN NOTES +1 �'- " �/ /�� F 970 949 1080 q www.zehren.com 1. (XX'-XX") INDICATES T/O PLATE HT Bb� \\\ ABOVE 100'-0" DATUM. I - HW FLUE 2. ALL OVERHANG DIMENSIONS ARE FROM I C07 C08A / I PAINTED ' �" I 2 w � � A103.6 EXTERIOR FACE OF EXTERIOR STUD TO I / I EXTERIOR EDGE OF RAFTER TAIL, UNLESS 13'_3"� A15 Q // rr 4 I I NOTED OTHERWISE. DESK/ � � I A107.7 I I � WINDOW � EL +100'-0" 3,_ � �� I I 3. REF MECH DWGS FOR EXACT LOCATION o T/ e0�� -� 2� ' -5" �� \ �� I I 5 OF ROOF PENETRATIONS. DOWNSPOUT I C07g �\ FFE T / 5 LOGAN S1 M PSON D I I TOURNAMEN / \ 0�' \\� �° DES1 N INC. I I 1 4. ALL ROOF SOFFIT MATERIAL SHALL BE 1x6 I DIRECTORS P1 � � TONGUE AND GROOVE CEDAR WITH V _ _ _ I _ - I GROOVES. STAGGER BUTT JOINTS BY AT _ _ - C07 LEAST ONE ROOF JOIST AT EACH BOARD. \/ 123 North College Ave, Suite 206 W NSP DO OUT _ I 5. REFERENCE SHEET 107.3 FOR ROOF o `� Fort Collins, CO 80524 I coI ASSEMBLY DETAILS AND SHEET 107.7 FOR S RVI E I - \/ �\ I o STANDARD ROOF EAVE, RIDGE AND RAKE M WIND W I C08 0 1 /a / ..R2 MI „I DETAILS. I _ T 970.221 .9948 BAKED JI EXTERIOR I I - �i'- / \\ /\\ o F 970.221 .9949 MET a SOFFIT LIGHT, /\ / SE AL STAND I TYP 11 /j // �, www.logansimpson.com O I A107.2 AM ROOF TYP I NG I ai GOTTEROUT DOOR SCHEDULE ABBREVIATIONS: I � DO WNSP I I EX EPDXY PAINT ICE CREAM I I EER BY - FF FACTORY FINISH co Al R1 I 4 FG FIBERGLASS OTHE2 _ = _ _ N 12 I A103.6 HC HOLLOW CORE (WOOD) - CONCESSIONS w7 10 N �j _ I 6 SL-- HM HOLLOW METAL C08 _ _ EL +100'-0" j I I E I KD KNOCK DOWN o EPDXY QU RT T/O CONC + I I 7 MC METAL-CLAD FLOOR, REF SP C W - L 100'-0' T � I A107.7 I A107.7 PL PLASTIC LAMINATE �_ I `'4, C08D I P1 N OUT C08B NOTE: ALL KITCHEN EQUIPMENT IN C I DOWNSPOUT I PT PAINT I I I II SERVICE INCLUDING O O HE HOOD OVER THEOCOOKTOP. co I GRILL SC SOLID CORE (WOOD) ICE CHEST o I I 2 , HOWEVER CONTRACTOR SHALL PROVIDE LL FLUE ,Lz ST STAIN 6 OTHERS 18'-7/„ rr PAINTED M TODHOOD EXHAUST, FROM WHERE EFLUED \ I 9 I STL STEEL INDO I N .- ATTACHES TO HOOD TO THE TERMINATION I A107.3 I TEMP TEMPERED - - 0. N CO9A POINT, INCLUDING FLUE,COLLARS, BOOTS, REV. COMMENT DATE \ I TRASH WD WOOD _ _ I w CD TERMINATION KITS, ETC. I ENCLOSURE 8C - I I TRASH 1 ADDENDUM 1 8.01 .12 BELOW DOOR SCHEDULE GENERAL NOTES: Il I cog =N 2 ADDENDUM 2 8.08.12 1. ALL DOORS TAGGED USING ROOM NUMBER TO WHICH o I I THEY ARE ASSOCIATED. I I 6_g„ °' PLAN CHECK g 14.12 RESPONSE 4 114"R -� 2. DOOR TYPES ARE SHOWN GRAPHICALLY ON A107.4 SHEET. I A 07.5 CONDIMENTS A107.7 SLOPE 4 I I I II IIo 0 ASI - 005 11 .14. le BOIL A A107.7 3. SIZE DETERMINED BY OVERALL SIZE OF DOOR, NOT BY I I I - �� ASI 011 2.8.13 WITH UP RO ;' 6 INDIVIDUAL LEAFS. I I I `� I�I� C09g 6 H BALLAS ROCK DOWNSPOUT 4. SEE SPECIFICATIONS FOR HARDWARE (HW) GROUPS. I I I II II DOWNSPOUT 0 ASI - 015 2.19.13 / I I I II II ►, ASI - 011 r1 3.13.13 O 1 5. SEE PLANS AND ELEVATIONS FOR SWING INFORMATION. _ _- _ 8"TYP _ - � - � R2 3 � - I I 1 11 ASI - 018 3.14.13 O _ - - _ - I II OUTDOOR I I B o FLAT - - DOOR SCHEDULE I COVERED SEATIN AR 4 - - - p SIM O � 3 ROOF SEAL: SIZE DOOR FRAME DETAIL I I 25 SF I I � I I I I I SLO114"PER FT a OLu TAG ROOM TYPE W x H THK CONST FINISH CONST FINISH HEAD JAMB SILL RATING HW GLAZING REMARKS I I I I I I PE i C01 C01 B 6'-0"x 6'-8" 1 3/4" HM PT HM PT 3/A107.4 3/A107.4 -- NA 9 None U 0.48 I I I _ CO2 CO2 A 2'-6"x 6'-8" 1 3/4" HM PT HM PT 3/A107.4 3/A107.4 -- NA 3 None U 0.48 _ I I I I EXTERIOR Received - _ - - - �-q I I SOFFIT LIGHT, - CO3 CO3 A 3'-0"x 6'-8" 1 3/4" HM PT HM PT 3/A107.4 3/A107.4 -- NA 1 None U 0.48 - - - - = I I I TYP By Lynne Campbell at 2:43 pm,Apr 25, 2013 II I BAKED MET C04 C04 A 3'-0"x 6'-8" 1 3/4" HM PT HM PT 3/A107.4 3/A107.4 -- NA 1 None U 0.48 PARAPET, TYP - C05 C05 A 3'-0"x 6'-8" 1 3/4" HM PT HM PT 2/A107.4 2/A107.4 -- NA 6 None None - - _ _ - - -__ - - - - - C06 C06 A 2'-6"x 6'-8" 1 3/4" HM PT HM PT 1/A107.4 1/A107.4 -- NA 5 None None - - 10'-6" 4 C07A C07 A 3'-0"x 6'-8" 1 3/4" HM PT HM PT 2/A107.4 2/A107.4 -- NA 6 None None 4 A107.7 A107.7 C07B C07 G 10'-0"x 5'-2" 1" STL PT STL PT 2/A107.5 1/A107.5 2/A107.5 NA 12 None None 13,_3„ DOWNSPOUT C08A C08 A 3'-0"x 6'-8" 1 3/4" HM PT HM PT 2/A107.4 2/A107.4 -- NA 7 None None DATE: 07.26.2012 DOWNSPOUT - NA 7 None None JOB NO.: 09030049.01 OU C08B C08 A 4'-0"x 6'-8" 1 3/4" HM PT HM PT -- -- 008C C08 G 9'-6"x 5'-2" 1" STL PT STL PT 2/A107.5 1/A107.5 2/A107.5 NA 12 None None DRAWN BY: DF C08D C08 G 10'-0"x 5'-2" 1" STL PT STL PT 2/A107.5 1/A107.5 2/A107.5 NA 12 None None CHECKED BY: DK C08E C08 G 10'-0"x 5'-2" 1" STL PT STL PT 2/A107.5 1/A107.5 2/A107.5 NA 12 None None A A 2 C09A C09 H 7'-0" x 5'-0" 1 3/4" WD ST WD ST -- -- -- NA 10 None None A 2 DRAWING TITLE: A103.2 B C09B C09 H 7'-0" x 5'-0" 1 3/4" WD ST WD ST -- -- -- NA 10 None None A103.2 0' 1' 2' 4' 8' 16' "SPORTS CENTRAL" B I C C FLOOR PLAN & RECEIVED ROOF PLAN 2 ROOF PLAN 1 ] FLOOR PLAN By David Rhoades at 11:52 am, Apr 26, 2013 SHEET NO.: Al 3.1 3/16" = 1'-0" Al 03ol Al 03.1 3/16" = 1'-0" Copyright c0 2012 by Zehren & Associates Inc. 1 2 3 4 5 1 2 3 4 5 A. B C TOWN OF KVAIL FORD PARK G PHASE 1 IMPROVEMENTS CONSTRUCTION DOCUMENTS 1 1 VALVE FORD PARK ROOM 530 SOUTH FRONTAGE RD E C01 VAIL, CO 81657 JANITOR ECot ❑ ❑ I WOMENS I I RESTROOM RPTERNOSO M I I CO3 ' GWB CEILING ❑ ❑ SLOPE B/O STRUCT GWB CEILING SLOPE B/O STRUCT ❑ ❑ ❑ ❑ Cd E ❑ ❑ 3 3 � Z E H R E N AND ASSOCIATES, INC. T& G SOFFIT GWB CEILING B/O SOFFIT 7'-0" SLOPE B/O STRUCT ACtCHt"CE[' rURE •PLANNING• IN-1 [:RIORS UMPIRES 4 CLOSET PO BOX 1976 Avon, CO 81620 T 970 949 0257 F 970 949 1080 www.zehren.com GWB CEILING 4f. T SLOPE B/O STRUCT GWB CEILING WATER D SLOPE B/O STRUCT HEATER 5 LoGAN SIMPSON TOU N ENT C06 DESIGN INC. DIR ORS C07 123 North College Ave, Suite 206 Fort Collins, CO 80524 4 T 970.221 .9948 E::::] F 970.221 .9949 www.logansimpson.com GWB CEILING SLOPE B/O STRUCT �NCESSIONS C08 C:D 8 9'-3„ C � 7 REV. COMMENT DATE 8 A107.3 TRASH 0 ADDENDUM 1 8.01 .12 Cog A ASI — 012 1 .31 .13 ASI — 018 3.14.13 T&G CEILING - B/O STRUCT 6 v B v SEAL. Received TOWN OF VAI L l By Lynne Campbell at 2:43 pm,Apr 25, 2013 v DATE: 07.26.2012 JOB NO.: 09030049.01 DRAWN BY: DF 0' 1' 2' 4' 8' 16' CHECKED BY: DK A A DRAWING TITLE: B "SPORTS CENTRAL" C REFLECTED CEILING PLAN SHEET NO.: ] REFLECTED CEILING PLAN Al 03.7 3/16" = 1'-0" Copyright ©2012 b v Zehren &Associates Inc. Al 0 1 2 3 4 5 1 2 3 4 5 TOWN OF VAILt REF SPECS FOR CONCRETE PAVERS, REF LANDSCAPE REF SPEC FOR CONCRETE FINISH DWGS FINISH REF PLANS FOR SLOPE E 0 R D PARK T/O G REF PLANS FOR SLOPE RE PAVERS 2" RIGID INSULATION �� , i ��X//i �� i �� ,� i �� i REF FLOOR PLANS PHASE 1 (EXTRUDED POLYSTYRENE) / IMPROVEMENTS T/O CONC REF FLOOR PLANS T/O CONC 4 REF FLOOR PLANS 4 SETTING BED, RED p ° a C, a 4 LANDSCAPE DWGS °' 0-� .o( o O 0-°I I0I— o=—IOIo V°I�oIo�Oo 1 1V_—I IO o II,°Io fI'—pO o I � I I CONSTRUCTION 00 ° �p ° o o ° ° p O o 0� 0 p Oo °p J .0 0 ° REF STRUCT DRAWINGS 0 REF STRUCT DRAWINGS 0 ° ° °� ° � 0 ° o 0 0 0 oV C0 0U61-10 p0V 0 ° DOCUMENTS ° CONCRETE SLAB ON GRADE, a p ° ° ° o o °� o oo° o o°�US, REINFORCED 0 p OQ CONTINUO � 7 � O r��oo ° �on°o I oa °l oVAPOR RETARDER REF STRUCT DRAWINGS I I I -I I EEI I I I i CONTINUOUS, REINFORCED VAPOR RETARDER GRAVEL BED, REF CIVIL GRAVEL BED, REF CIVIL FORD PARK NOTE: SUBDRAIN SYSTEM NOTE: SUBDRAIN SYSTEM NOTE: SUBDRAIN SYSTEM NOT SHOWN, REF CIVIL NOT SHOWN, REF CIVIL GRAVEL BED, REF CIVIL NOT SHOWN, REF CIVIL 530 SOUTH FRONTAGE RD E VAIL, CO 81657 F 2� 1 FLOOR ASSEMBLY TYPE F1 2 FLOOR ASSEMBLY TYPE F2 3 FLOOR ASSEMBLY TYPE F3 A107.3 1 1/2" = V-0" Al 07.3 1 1/2" = V-0" Al 07.3 1 1/2" = 1'-0" REF ROOF PLAN FOR SLOPE REF ROOF PLAN FOR SLOPE SMOOTH RIVER ROCK BALLAST STANDING SEAM METAL 1" MIN RIGID INSULATION ROOFING SLOPED TO DRAIN ��I 1 /1 LIVEROOF PLANTING SYSTEM HIGH TEMPERATURE lit UNDERLAYMENT 4-PLY BUILT UP ASPHALT ROOFING MEMBRANE SYSTEM HIGH ROOF SHEATHING, REF xx UN ERLAYMENTURE °°°°°° ° °° SLIP SHEET/ROOT BARRIER E STRUCTURAL DWGS ----------------- -- T/O FRAMING ���� OVER PROTECTION COURSE REF STRUCT �� OVER 215 MIL HOT FLUID 12" BATT INSULATION APPLIED WATERPROOF ROOF SHEATHING, REF MEMBRANE r (R-38 MIN) STRUCTURAL DWGS t ROOF JOISTS, REF ROOF JOISTS, REF L AND ASSOCIATES, INC. STRUCTURAL DWGS STRUCTURAL DWGS ROOF SHEATHING, REF ARCHITECTURE •PLANNiNCr• INTERIORS ..::.......::. STRUCTURAL DWGS PO BOX 1976 ROOF JOISTS, REF Avon, CO 81620 STRUCTURAL DWGS VAPOR RETARDER T 970 949 0257 1x6 T&G SOFFIT °`` `' ' F 970 949 1080 ...........:. www.zehren.com 5/8" GWB CEILING VAPOR BARRIER i # 0 5/8" GWB CEILING D If If, If- LoCAN SI M PSON 4 ROOF ASSEMBLY TYPE R1 5 ROOF ASSEMBLY TYPE R2 6 ROOF ASSEMBLY TYPE R3 DCSICN INC. Al 07.3 1 1/2" = 1'-0" Al 07.3 1 1/2" = 1'-0" 123 North College Ave, Suite 206 Fort Collins, CO 80524 R1 REF MECH FOR RAIN CAP T 970.221 .9948 F 970.221 .9949 --------%----——————————— I I www.logansimpson.com IwU LU W SHEET METAL FLASHING SEALANT CAP, WRAP DUCT 1" NOTE: PROVIDE ACCESS PANELS KITCHEN SPACE ABOVE COOLER IN SIDES OF SOFFIT FOR CLEANOUTS INDICATED ON MECHANICAL DRAWINGS FLOOR/CEILING OR ROOF/CEILING ASSEMBLY I R1 Ii iI TOP GYPSUM WALLBOARD AT I I I SHEET METAL FLASHING SECTION FINISHED SIDE, FINISH WITH FRP I — I - CAP, EXTEND OVER C _ _ UNISTRUT BEYOND - UNDERLAYMENT O SHEET METAL FLASHING i I L I END CLOSURES / BOOT FAN MOTOR BEYOND WRAP HIGH REV. COMMENT DATE TEMPERATURE UNDERLAYMENT UP ADDENDUM 1 8.01 .12 " 11 FLASHING BOOT INTERIOR 2x 4 (NOM)WOOD STUDS @ 16" / y I LAP UNDERLAYMENT 6 6 PLAN I / INLINE FAN BEYOND, HANG FROM WITH METAL FLASHING I 0 ADDENDUM 2 8.08.12 Y GLU LAMS WITH UNISTRUT AND BOOT / \ MANUFACTURERS STANDARD I 11-811 ROOFIDNG SEAM METAL ASI — 018 3.14.13 / \ VIBRATION HANGERS END CLOSURES 1 DUCT, REF MECH I I BOTTOM 3M FIRE BARRIER DUCT SECTION \ WRAP 615+, 3" i ROOF JOISTS, RIEF SEALANT STRUCTURAL DwVGS VAPOR BARRIER PROVIDE 3/4" OFFSET // VALOR F�ETARDER I 5/8� GWB CEILING 12" GREASE DUCT(REF \ 2x4 SOFFIT FRAMING I I MECH DWGS) TOP OF WALK IN COOLER — — — 5/8" GWB WITH FRP FINISH SOFFIT FRAMING I B FACE OF WALK IN COOLER I I�3" FIRE WRAP, 5/ TERMINATE 2" MIN .�, ,Z,77 7'-0" 8T G W BI W/FRP ABOVE ROOF A/FIN FLOOR I SEAL: 7 WALK IN COOLER SOFFIT ASSEMBLY 8 GREASE DUCT SOFFIT ASSEMBLY 9 ROOF PENETRATION AT VENT PIPE Al 07.3 1 1/2" = V-0" Al 07.3 1 1/2" = V-0" Al 07.3 1 1/2" = V-0" Received TOWN OF VAI of L By Lynne Campbell at 2:43 pm,Apr 25, 2013 18 DATE: 07.26.2012 JOB NO.: 09030049.01 DRAWN BY: MR CHECKED BY: DK A DRAWING TITLE: ASSEMBLY DETAILS SHEET NO.: A10793 1 2 3 4 5 1 2 3 4 5 A. 1 q C --------------- ----- ----------- 303 - ------- --- ------------------------------------------------- 14" LVL AT 2'-0' i I 1 - - - - - - - - - - - - - � - - - - - - - - - - - - - 1 LOUVER TOWN OF VAIL1 HEADER FORD PARK G (2) 4" LVL PHASE 1 I 4" 5CI 1gO12.0 V P R O V E V E N T S > T 1'-4" J I ryl 14" LVL AT 2'-0" ' 2 - - LADDER FRAMING - - CONSTRUCT O N (3)--71/2" L\/L --1 112" LVL D O C U V E N T S JI (2)-14" L L D \ (3) X110 IE M IE T1 A 11,57H I I R C E N,5303,7 01 FORD PARK ----, 530 SOUTH FRONTAGE RD E VAIL, CO 81657 (3)-14" L (3)-q 1/2" LVL IIJE, D o E AT HIGH WINDOW' W ;H (3)-2X6 POST E E WINDOWS � APPLIED R O TIMBER � BRACE FIT BGl/q0/2.0 vilil I I'-4" 11 12 I 303 D(D - APPLIED —TtMBE E- O. I BRAC _ APPLIED o° _ - Monroe & Newell TIMBER I - _ Engineers, Inc. BRACE P.O.Box 1597 \ ° (12)-I0d X 31, 6 - _ 70 Benchmark Road, Suite 204 NAILS - Avon,Colorado 81620 3 - - - - - - - - - - - - - - - - - O - _ °Z . . (970)949-7768 -- - - <J FAX (970)949-4054 Email: aeon a monroe-newell.com (2)-14' 3/4" X 14" LVL - 1701 Wynkoop Street, Suite 200 13/4" X 14" LVL Denver,Colorado 80202 _ (303)623-4927 SIMPSON LGO J - FAX(303)623-6602 CLIP I J - Email: denver @monroe-newell.com I � Z E H R E N rj m AND ASSOCIATES, INC. _ I 14„ SCI/q ARCHITECTURE •PLANNING• INTERIORS COLUMN 2x6 PO BOX 1976 _ - -ji Avon, CO 81620 ryI T 970 949 0257 o-. F 970 949 1080 m - 1 www.zehren.com A P ,4.. L 303 �0 BI AG R L t] R A7- .2,-O,,A E M1 NG 12 303 j (2)_1 J � - 12., SCI /6 - - � AT 1'-4^ °/2.0 - - m _ C 5 LOCAN SIMPSON -- (6)-2x6 7 DESIGN INC. COLUMN n w 123 North College Ave, Suite 206 Q Q Fort Collins, CO 80524 J App ,ED Q T 970.221 .9948 BRAE F 970.221 .9949 12•, I 0 www.logansimpson.com A T B 41/60/2° y QQ Al-p TIM 1RED BRA E 2 (6)-2x6 COLU MN > *��� �• J •tii�t�t�a�i✓�. I �, CNTfR4L fR e7f;;;�00 & 1/4" = 1'-0.. w IMpSO 1(1S J REV. COMMENT DATE H NGER. 56/14 TYp ROOF FRAMING NOTES: J n 1 3/4• i -' 1 ADDENDUM 1 8.01 .12 _1 Q SIMp X 14., �/IIA SIMpSO nJ EACH° HUI WI HANGER 1U53 56/ � I. ROOF SHEATHING 5/8" (40/20 SPAN RATING)AT METAL ROOF. ROOF 5 ASI-005 1 1 .1 4.1 2 Ex,S , -j 12 / I (2j_1 E R TYp. ,n SHEATHING SHALL BE 3/4" (48/24) SPAN RATING AT SOD ROOF. STAGGER .1o15T ' 3/4 x 141 LVL Sr,1p Lv `' PANEL END JOINTS AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL 6 FOOTING STEP 11 .26.12 Rp° 14" _� 6 12•• m �,_ x 14° EDGES AND 1'-0" MAXIMUM OTHER SUPPORTS. AT 8 0/2 v EACH HU1.4 L WITM O 4 ° 0u 2p -- H ENp F1ANG 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS REVISION _ 2 ( 2p., NOT NOTED. -7 FOOTING 2.26.1 °CAT►ON O1�ENI NG RE' '�RGH) 1nj (2) 1 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL COLUMN Exl i x 4'ILVL HEADERS SHALL BE BUILT OUT TO 5 112" OR 3 112" WIDTH BY ADDING REVISION RO TIN 14„ PLYWOOD SHIMS AS REQUIRED. CONNECT F ' F J 1ST H20"O 4. ALL HEADERS LONGER THAN 6'-0" SHALL REQUIRE TWO TRIM 8 PILASTER 2.01 .1 3 A,s B�-3/4 SC IA (3)-,2„ LvL (2)_,4„ Lv (COCA 20"N °REE ,�G � STUDS AND TWO KING STUDS EACH SIDE. REVISION S EACH GL I ARCH.) 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR L5SU TYPE AppL1ED i T72•-- UNLESS NOTED OTHERWISE. Q ExIST1N(5 RODE FRAMING 2.20.13 TI,.gSE BRACE ROOF JOIST' 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM REVISIONS -- -- SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED B OTHERWISE ON DETAILS. i �. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM LADDER FRAM�G - - - FLOOR TO ROOF (INCLUDING RAKE WALLS). SEAL: - 8. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. 14 T 4 1�6p/2.0 tl 6 q. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. 30 ' 10. RE: ARCHITECTURAL DRAWINGS FOR ALL OVERFLOW SCUPPER Q; LOCATIONS. 6x6TiMS ~3 COLUMN ER U I c 11. GENERAL NOTES RE: SHEET 5300. x Received M�NNECT Fq N to LAG(4)-3/4°S�1A BEA1,� I 6x6 ���r� �F ���� -i< y Lynne Campbell at 2:43 pm, Apr 25, 2013 SOL T EA H,5•• COLUMN SER GL i i 0 12„ BCl/ I DATE: 07.26.2012 z_� I AT I'_4..gO/2.o JOB NO.: 8727 Q Q ui I I DRAWN BY: AVN z ro� CHECKED BY: HS I I I NOZ m O IU � Q Gxb Tlh, E DRAWING TITLE: m Q '- OLUMN R �/8"/FT I I 3 CONNECT - CENTRAL RESTROOMS LAG(4)-3/4 ',�1A SEAM ROOF FRAMING PLAN o BpL TS EA x 8.. ' I 6x6 T11••1S I \CH GL COLUMN ER N I Q SHEET NO.: ry v i r I 15 r 303 i 10 ho.3 .2 N a 1 2 3 4 5 1 2 3 4 5 NOTE:ALL MECHANICAL LEGEND ARE NOT NECES9ARILYOUSED. N LEGEND KITCHEN EXHAUST HOOD SCHEDULE OR EQUIVALENT MAX. EXHAUST PLENUM SUPPLYPLENUM UNIT MANUFACTURER& DIMENSIONS(INCHES) HOOD OPER -HWS- HEATING WATER SUPPLY OA OUTDOOR AIR TAG MODEL NO. SERVICE LOCATION TYPE HOOD TOTAL VELOCITY RISER DIMENSIONS(INCHES) TOTAL VELOCITY RISER DIMENSIONS(INCHES) CONSTRUCTION WT.(LBS) REMARKS -HwR- HEATING WATER RETURN RA RETURN AIR TEMP CFM (FPM) WIDTH LENTH CFM S.P. CFM (FPM) WIDTH LENTH CFM S.P. L H W -CWS- CHILLED WATER SUPPLY SA SUPPLY AIR CAPTIVEAIRE KITCHEN SEE FLOOR 430 STAINLESS HOOD SIZED BY CAPTIVEAIRE,FURNISED BY W.WEST EQUIPMENT AND INSTALLED BY �KH-1 5424ND-2-PSP-F EQUIPMENT PLANS I 700 1,100 1,700 10 10 1,100 -0.910 - - - - - - 60 24 54 STEEL 354 MECHANICAL CONTRACTOR. SHOWN HERE FOR REFERENCE ONLY. TOWN OF-CWR- CHILLED WATER RETURN EA EXHAUST AIR -SMS- SNOWMELT SUPPLY RAID RETURN AIR DAMPER -RFS- RADIANT FLOOR SAD SUPPLY AIR DAMPER PLUMBING FIXTURE CONNECTION SCHEDULE ELECTRIC WATER HEATER SCHEDULE OR EQUIVALENT FORD PARK ❑ -RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE -RFR- RADIANT FLOOR RETURN RG RETURN GRILLE STORAGE WATER TEMP.(°F) ELECTRICAL DATA DIMENSIONS UNIT COLD HOT UNIT MANUFACTURER& INPUT GPH @ OPER.WT. PHASE -G- GAS TG TRANSFER GRILLE TAG MANUFACTURER & MODEL NO DESCRIPTION WASTE VENT WATER WATER REMARKS TAG MODEL NO. SERVICE LOCATION CAPACITY (KW) 90°F AT IN OUT V/PH/Hz AMPS D(IN) H(IN) (LBS) REMARKS -MPG- MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER (GAL.) IMPROVEMENTS � PIPE RISER RD RETURN DIFFUSER LV LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" - RHEEM SPORTS CENTRAL PIPE DROP TD TRANSFER DIFFUSER PLUMBING FIXTURE SPECIFICATIONS&HARDWARE WH 1 ES50-15-G KITCHEN SEE PLANS 50 15 62 40 140 208/3/60 42 26.25 43.63 688 - PIPE TAKEOFF(FROM BOTTOM OF MAIN) (D THERMOSTAT WC SELECTION TO BE BY THE INTERIOR DESIGNER. FIXTURE WATER CLOSET 3" 2" 1/2" - -D- PIPE TAKEOFF(FROM TOP OF MAIN) O SENSOR(CALL OUT ON DRAWINGS) UR ALLOWANCE NOT TO EXCEED THE ESTABLISHED URINAL(FLUSH VALVE) 2" 1-1/2" 1" _ CONSTRUCTION PIP END CAP BUDGET. INSTANTANEOUS STAN T AN E O U S WATER HEATER SCHEDULE OR EQUIVALENT PIPE CONTINUATION � FIRE/SMOKE DAMPER DF DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" _ DOCUMENTS �J���JJJ'"���� ELECTRICAL DATA _ PIPE EXPANSION GUIDE UNIT MANUFACTURER& GPM @ 60°F OPER. -I�I- PIPE UNION FIRE DAMPER MS MOP SINK 2" 1-1/2" 3/4" 3/4" TAG MODEL NO. SERVICE LOCATION FUEL AT(S.L.) V/PH/Hz Kw SIZE(WxLxH) WT (LBS) REMARKS PIPE ANCHOR p� MOTOR OPERATED DAMPER(MOD) KS KITCHEN SINK I.W. 3/4" 3/4" FLEXIBLE PIPE CONNECTION MANUAL BALANCING DAMPER WH 2 EEMAX SPORTS CENTRAL SEE PLANS ELEC. 2.0 208/3/60 18 4.25 x 12.25 x 15.25 55 MULTI LAV OPTION, HIGH TEMPERATURE LIMIT SWITCH -�- PIPE EXPANSION JOINT �,/`L HS PLUMBING FIXTURE SPECIFICATIONS&HARDWARE HAND SINK 1-1/2" 1-1/2" 1/2" 1/2" EX 180T2T ML RESTROOMS POINT OF NEW CONNECTION _R,p CHANGE OF ELEVATION SELECTION TO BE BY OWNER'S KITCHEN CONSULTANT. 8 (D)DROP (R)RISE IM ICE MAKER - - 1/2" - - EEMAX PLUG VALVE FIXTURE ALLOWANCE NOT TO EXCEED THE WH-3 WEST RESTROOMS SEE PLANS ELEC. 2.0 208/3/60 18 4.25 x 12.25 x 15.25 55 MULTI LAV OPTION, HIGH TEMPERATURE LIMIT SWITCH FLEXIBLE DUCT CONNECTION CB ESTABLISHED BUDGET. COFFEE BREWER - 1/2" EX 180T2T ML FORD PARK •�/� CHECK VALVE -{�- BALL VALVE TURNING VANES IN 90°ELBOW HC HOT CHOCOLATE - 1/2" 530 SOUTH FRONTAGE RD E BALANCING VALVE DUCT SIZES ARE NET FREE AREA FLOW REGULATOR VALVE ??x?? 1 ST NO.IS DUCT WIDTH. IT ICE TRAY I.W. _ _ ELECTRIC UNIT HEATER SCHEDULE VA I L, 1 OR EQUIVALENT BUTTERFLY VALVE 2ND NO.IS DUCT DEPTH. ELECTRICAL DATA DIMENSIONS OPER. FD ZURN Z4156 2" FLOOR DRAIN 2" 1-1/2" - - PROVIDE PROSET TRAP GUARD UNIT MANUFACTURER& CAPACITY EAT LAT -�- PRESSURE REDUCING VALVE SECTION THRU ROUND DUCT TAG MODEL NO. SERVICE LOCATION (BTUH) (°F) (°F) KW AMPS V/PH/Hz L(IN) H(IN) W(IN) WT. REMARKS F Q SECTION THRU SUPPLY AIR DUCT FS ZURN 21146 FLOOR SINK VARIES VARIES - - RE:PLUMBING PLAN (LBS) -�IQ- 2-WAY CONTROL VALVE RAYWALL SEE FLOOR SEE FLOOR SECTION THRU RETURN/EXHAUST AIR DUCT HB WOODFORD MODEL 67 HOSE BIBB - 3/4" RE:PLUMBING PLAN,VANDAL PROOF BOX,AUTO DRAINIG WITH DOUBLE CHECK BACKFLOW PREVENTER, EH-1 10239 65.0 95.0 3.0 14.4 208/1/60 14.25 19.38 4.25 41 BUILT-IN DOUBLE POLE T-STAT,CORROSION RESISTANT STEEL, D - AFC8130T PLANS PLANS 3-WAY CONTROL VALVE CLOSE COUPLED �] ROUND DUCT TURN DOWN CO ZURN ZN1400 CLEAN OUT VARIES RAYWALL SEE FLOOR SEE FLOOR 4-WAY CONTROL VALVE EH 2 AFC8120T PLANS PLANS 6826 65.0 95.0 2.0 9.6 208/1/60 14.25 19.38 4.25 41 BUILT-IN DOUBLE POLE T-STAT,CORROSION RESISTANT STEEL, 0 SUPPLY DUCT TURN DOWN WCO ZURN Z1441 WALL CLEAN OUT VARIES - DIFFERENTIAL BYPASS VALVE RAYWALL SEE FLOOR SEE FLOOR RETURN/EXHAUST DUCT TURN DOWN COTG ZURN 21400 CLEAN OUT TO GRADE VARIES - LOCATE WITHIN S OF THE BUILDING EH-3 HF4875T2RPW PLANS PLANS 1920 65.0 95.0 0.6 2.7 208/1/60 14.5 7.13 3.25 9 BUILT-IN DOUBLE POLE T-STAT STRAINER CFM-S NECK SIZE SUPPLY REGISTER/DIFFUSER/LOUVER NATURAL GAS PRESSURE REGULATOR NECK CT_R ZE RETURN REGISTER/DIFFUSER/LOUVER DOMESTIC WATER SIZING CHART DOMESTIC WATER SIZING CHART EXHAUST FAN SCHEDULE OR EQUIVALENT AIR VENT CFM-O.A. OUTSIDE AIR REGISTER/DIFFUSER/LOUVER NECK SI� 2009 IPC Water Service Sizing Water Supply Drainage Supply 2009 IPC Water Service Sizing Water Supply Drainage Supply ELECTRICAL DATA NOISE UNIT MANUFACTURER& TOTAL FAN OPER. PRESSURE-TEMP.TAP CFM-E EXHAUST REGISTER/DIFFUSER/LOUVER Sports Central building Fixture Units Fixture Units West Restroorr,s Fixture Units Fixture Units SERVICE LOCATION TYPE ESP(IN) LEVEL REMARKS NECK SIZE g Fixture Fixture TAG MODEL NO. CFM RPM POWER V/PH/Hz WT.(LBS) a PRESSURE GAUGE 12027 Demand Total Demand Total 12027 Demand Total Demand Total (BONES) --�-❑u -CFM DOOR UNDERCUT Quantity Quantity INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH MOTION SENSOR INSTALLED Martin zourek Fixture Units Fixture Units Fixture Fixture Martin zourek Fixture Units Fixture Units Fixture Fixture -O THERMOMETER EF-1 COOK GN-520 RESTROOMS SEE FLOOR PLANS CEILING 300 1,109 0.25 98.1 W 120/1 /60 2.3 32 IN EACH RESTROOM,COORDINATE LOCATION IN FIELD,PROVIDE FAN SPEED aec � e (A)SECTION CUT LINE Individual Fixture Cold Hot Total Cold Hot Total Units Units Individual Fixture Cold Hot Total Cold Hot Total Units Units CONTROL Architectural Engineering Consultants e (B)SHEET SHOWN ON Drinking Fountain or Watercooler 2 0.25 0.25 0.50 0.50 0.5 1 Drinking Fountain or Watercooler 2 0.25 0.25 0.50 0.50 0.5 1 TWIN CITY FAN& Mechanical, Electrical & Lighting Design Services Hose Bibb 1 2.5 2.5 2.50 2.50 Hose Bibb 1 2.5 2.5 2.50 2.50 TERLOCK WITH HOOD CONTROL.EF-2 SIZED&PROVIDED BY KITCHEN EF-2 BLOWER KH-1 ROOF ABOVEKH-1 INLINE 1,100 1,750 1.25 0.5 HP 208/3/60 13.3 138 ALEED Accredited Professional Office Kitchen Sink hotel, restaurant 1 3.0 3.0 4.0 3.00 3.00 4.00 2.0 2 Lavatory public 4 1.5 1.5 2.0 6.00 6.00 8.00 1.0 4 TCLBR 122A2 ONTRACTOR,INSTALLED BY M.C.,HERE SHOWN FOR REFERENCE ONLY. Lavatory public 4 1.5 1.5 2.0 6.00 6.00 8.00 1.0 4 Service Sink or Mop Basin 1 2.25 2.25 3.0 2.25 2.25 3.00 2.0 2 Service Sink or Mop Basin 1 2.25 2.25 3.0 2.25 2.25 3.00 2.0 2 Urinal, 1.0 GPF 3/4"valve 2 5.0 5.0 10.00 10.00 4.0 8 Urinal, 1.0 GPF 3/4"valve 2 5.0 5.0 10.00 10.00 4.0 8 Water Closet, 1.6 GPF Flush Valve public 6 10.0 10.0 60.00 60.00 4.0 24 LOUVER SCHEDULE OR EQUIVALENT 40801 US Hwy 6 & 24, Ste 214, Avon, CO, 81620 NOTE:ALL SYMBOLS SHOWN ON LEGEND Hand Sink 1 1.5 1.5 2.0 1.50 1.50 2.00 2.0 2 Cold Hot Entry Drainage Mailing address: P.O. Box 8489, Avon, CO 81620 PLUMBING LEGEND ARE NOT NECESSARILY USED. Water Closet, 1.6 GPF Flush Valve public 5 10.0 10.0 50.00 50.00 4.0 20 Water Supply/Drain Fixture Unit Total 16 Fixture Units 81.3 8.25 84.00 39 0 FACE PRESSURE o g UNIT MANUFACTURER& /o FREE FRAME Telephone: 970-748-8520 Fax: 970-748-8521 ••-•••-•m••-•m•- DOMESTIC COLD WATER � PIPE RISER Cold Hot Entry Drainage Flow-GPM 62 13 63 SERVICE LOCATION CFM SIZE(W"xH") VELOCITY DROP FINISH REMARKS p TAG MODEL NO. AREA TYPE www.aec-vail.com _•-•-„w.-_ - DOMESTIC HOT WATER D PIPE DROP Water Supply/Drain Fixture Unit Total 17 Fixture Units 75.8 12.75 80.00 39.0 Pipe Size 2" 1" 2" 4" (FPM) (IN SP) Flow-GPM 58 16 61.2 Velocity-FPS 5.80 4.00 5.80 - DOMESTIC HOT WATER RECIRC. PIPE TAKEOFF(FROM BOTTOM OF MAIN) RUSKIN KITCHEN HOOD o STD. STD. INSTALL BIRD SCREEN Pipe Size 2" 1" 2" 4" L-1 ELF6375DX MAKE-UP SEE PLANS 1100 24x18 860 0.12 43/o WASTE ABOVE GRADE PIPE TAKEOFF(FROM TOP OF MAIN) Velocity-FPS 5.30 5.50 5.60 ` 1,� -W- WASTE BELOW GRADE 3 PIPE END CAP RUSKIN L R -GW- GREASE WASTE ABOVE GRADE PIPE CONTINUATION L-2 ELF6375DX BATH EXHAUST SEE PLANS 600 18x18 645 0.05 41% STD. STD. INSTALL BIRD SCREEN AND ASSOCIATES, INC. --�Gw-•-�- GREASE WASTE BELOW GRADE - PIPE EXPANSION GUIDE BRASS CLEANOUT PLUG RUSKIN ARCHITECTURE • PLANNING • INTERIORS -IW- INDIRECT WASTE �I� PIPE UNION 16"0 CONC. PAD TROWEL W/COUNTER SUNK HEAD L-3 BATH MAKE-UP SEE PLANS 300 18x12 612 0.05 49% STD. STD. - -G- GAS �� PIPE ANCHOR CLEANOUT AND ACCESS SMOOTH &EDGE ELF6375DX 3-WAY ANTI-SCALD VALVE COVER. TOP OF COVER PO BOX 1976 -MPG- MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION FLOOR L-4 RUSKIN BATH MAKE-UP SEE PLANS 600 18x18 645 0.05 41% STD. STD. INSTALL BIRD SCREEN Avon, CO 81620 VENT � PIPE EXPANSION JOINT (1 15-F) HONEYWELL 140° F 110° F0� FIXTURES HOT WATER TO KITCHEN LINE TO BE FLUSH W/TOP OF ELF6375DX -C- CONDENSATE DRAIN e POINT OF NEW CONNECTION SPARCO MODEL HL150 FIXTURES FLOOR FINISHED GRADE T 970 949 0257 CO CLEAN OUT -� PLUG VALVE 1" 140°F HW 1"CW _ o- ° °° '° °° °° °° F 970 949 1080 ® 1" COLD WATER SUPPLY 1° ° D °° oD o D � ° D ° °° > D GREASE INTERCEPTOR SCHEDULE OR EQUIVALENT WCO WALL CLEAN OUT I VI- CHECK VALVE D ° °° °D°°° D°° ° CONTINUED ON 1"CW oD D D ° °D www.zehren.com FCO FLOOR CLEAN OUT ® �,"� BALL VALVE o I DIMESSIONS IN OPER. BACK SIDE TO - UNIT MANUFACTURER& FLOW RATE GREASE CAPACITY ( ) INLET SIZE OUTLET COTG CLEAN OUT TO GRADE ® �� BALANCING VALVE OUTLET 1/8 C.I. BEND - SERVICE LOCATION WEIGHT REMARKS (E) EXISTING - FLOW REGULATOR VALVE 1/8 C.I. BEND TAG MODEL NO. (GPM) (LBS) (GAL.) L H W (IN) SIZE(IN) (LBS) SLOPED TO BALANCE OF PIPING (N) NEW �\� BUTTERFLY VALVE EXPANSION TANK: DRAIN OUT SAME AS CLEANOUT C.I. WASTE LINE. ZURN INSTALL TOP OF INTERCEPTOR 4'BELOW FINISHED VTR VENT THROUGH ROOF -�- PRESSURE REDUCING VALVE S FLEXCON WH-8 TO MOP SINK SIZE: 8.5" DIA X 11.5" H TO GRADE. LGTH TO SUIT. GI-1 3-COMPART.SINK SEE PLANS 50 100 40 36 21.5 36.0 3 3 180 SLAB(IN FREEZE PROOF DEPTH)IN WATER PROOF UTR UP THROUGH ROOF � Z1 170-800 UP UP 2-WAY CONTROL VALVE BASIN VOLUME: 2.1 GALLONS CONCRETE PIT DN DOWN WEIGHT: 25 LBS FLOOR CLEANOUT (FCO) 3-WAY CONTROL VALVE I ❑ HB HOSE BIB �+ CLEANOUT NOT TO BE LOCATED 0 3/4" DN TO MOP Commercial Hot Water Sizing -Appendix D of Colorado Retail Food Establishment Rules & Regulations FPHB FREEZE PROTECTED 4-WAY CONTROL VALVE I SINK BASIN IN CARPETED AREA. / HYDRAULIC CALCULATIONS LOAN SIMT'S4N Q WASTE LINE JOB NAME Ford Park Concessions Ford Park Sports Center D�S1GN INC. PP PURGE PORT �l DIFFERENTIAL BYPASS VALVE �H FS FLOOR SINK ® JOB NUMBER: 12027 DATE: 6/13/2012 PRESS. (PSI) ~ STRAINER 50 GALLON 1/8 BEND IF CLEANOUT PRFPA RED BY: 123 North College Ave, Suite 206 PIPE CAP ❑ ] NATURAL GAS PRESSURE REGULATOR CLEANOUT TO GRADE (COTG) OCCURS AT END OF g PTRAP 0C AIR VENT LINE. I. Calculate Total Water Required By All Fixtures: BOOSTER PUMP PRESSURE ERIFY) 1000 Fort Collins, CO 80524 IP INLINE PUMP PRESSURE-TEMP.TAP A. Three compartment sink calculation of water usage: *If all 3 sinks are same Water Usage = DESIGN PRESSURE@ FIXTURES 25.0 T 970.221 .9948 KS Length= 24 Width= 18 Depth= 14 29.45 METER LOSS(1"METER @ 60 GPM) 7.2 F 970.221 .9949 P.C. PLUMBING CONTRACTOR -0 PRESSURE GAUGE M.C. MECHANICAL CONTRACTOR 4" EQUIPMENT PAD TAP LOSS(11/2"LINE) 0.0 www.logansimpson.com E.C. ELECTRICAL CONTRACTOR -{� THERMOMETER CLEANOUT SCHEMATICS B. Four compartment sink calculation of water usage: *Ifall4 sinks are same water Usage = FINISHED FLOOR NO SCALE HIGH-LOW TEMP CONTROL SYSTEM PRESSURE DROP 0.0 A.H.J. AUTHORITY HAVING JURISDICTION � Length= Width= Depth= 0.00 STATIC HEAD LOSS(MAIN TO METER) 0.0 Length= Width= Depth= 0.00 BACKFLOW PREVENTER 15.0 MIN. 3"VENT SIZE 0.00 ELEVATION LOSS(10'x 0.433 PSI) 4.3 ELECTRIC WATER HEATER DIAGRAM SHOP FABRICATED LEAD CAP y *If sinks are different Water Usage = PRESSURE AVAILABLE FOR FRICTION LOSS 58.5 NO SCALE TO SLIDE OVER BASE JACK Length= Width= Depth= 0.00 LONGEST LENGTH(3.5 PSI PER 100') 3.5 Length= Width= Depth= 0.00 PROVIDE MIN. 1 SIZE INCREASER TOTAL PRESSURE REQUIRED 55.0 LEAD JACK WITH FLANGE Length= Width= Depth= 0.00 TREATED WOOD NAILER. OVER FINISHED FELTS Ili Length= Width= Depth= 0.00 PRV DIFFERENTIAL(reducing pressure) 55.0 C VARIES AS PER DEPTH OF MASTIC W/2 PLY NOTE:"TOTAL PRESSURE REQUIRED"ISTHE REQUIRED M INIM UM PRESSUREAT THE ENTRYTOTHE BUILDING INSULATION.TYPICAL STRIPPING IN MASTIC N Length= Width= Depth= 0.00 CONTRACTOR TOVERIFY PRESSURE AT MAIN PRIOR INSTALLATION.IFTHEPRESSURE DIFFERSFROM SHOWN OVER FLANGE. TYP. 0.00 PROVIDE A BOOSTER PUMP AS REQUIRED. C. Utensil soak sink: TO IRRIGATION. SEE AECOM PLANS FOR ROOF DECK 1. Measure dimensions, in inches, of the sink. Water Usage= HYDRAULIC CALCULATIONS REV. COMMENT DATE CONTINUATION. - Length= Width= Depth= 0 Ford Park West Restrooms � ADDENDUM 1 8.01 .12 IRRIGATION PIPE SIZING TO BE DETERMINED BY EXTEND VENT INCREASER D. Misc. Plumbing Fixtures (PSI)PRESS. PSI � ASI 4 11 .21 .12 A MIN. OF 12" BELOW ROOF Q ASI 4 11 .30.1 IRRIGATION CONTRACTOR. - Max.hrly Water Usage Number of water usge NOTE: Plumbing Fixture PRESSURE AT MAIN(FIELD VERIFY) 110.0 THE PRBFP-2 SHALL BE LOCATED 2-3'A.F.F., Q� PRBFP-2 I.E. WATTS 009 (GPH) fixtures per type of ASI 7 1 2.1 8.1 HERE SHOWN OFFSET FOR CLARITY. ANCHOR PIPING , 1. COORDINATE FLASHING SIZES AS fixture BOOSTER PUMP PRESSURE 0.0 o TO WALL REQUIRED BY VARIOUS STACK SIZES" warewashing machine 55.00 0.00 0.00 DESIGN PRESSURE@ FIXTURES 25.0 ASI 011 2.08.1 3 ROUTE DN TO F.D. 2. PATE"TYPE PLASTIC ROOF CURBS 1 OR BASIN ARE AN APPROVED EQUIVALENT glass-warewashing machine 23.00 0.00 0.00 METER LOSS(1"METER @ 60 GPM) 7.2 pot filler 30.00 0.00 0.00 TAP LOSS(1 1/2"LINE) 0.0 � ASI 017 3.05.13 REMOTE READ-OUT, MIN. 48"ABOVE GRADE VENT THRU ROOF DETAIL p p sprayer HIGH-LOW TEMP CONTROL SYSTEM PRESSURE DROP 0.0 RPBFP-1 hand operated re-rinses ra er 32.00 0.00 0.00 REV. 13 3.13.13 NO SCALE handsink(s), include rest rooms 5.00 1.00 5.00 STATIC HEAD LOSS(MAIN TO METER) 0.0 ❑ N I N TO F.U. BACKFLOW PREVENTER 15.0 mop sink 7.00 1.00 7.00 Q� 2-1/2" garbage can washer 35.00 0.00 0.00 ELEVATION LOSS(10'x 0.433 PSI) 4.3 2-1/2" showers 14.00 0.00 0.00 TOTAL PRESSURE LOSSES 51.5 2-1/2" PRESSURE AVAILABLE FOR FRICTION LOSS 58.5 B ANCHOR TO WALL hose bibb used for cleaning 35.00 0.00 0.00 Q Total water(gph) required by all fixtures 12.00 LONGEST LENGTH(3.5 PSI PER 100') 1.6 X �' TOTAL PRESSURE REQUIRED 53.1 SEAL ANCHOR PIPING 1/2" CW& HW(115 F) 1/2" CW& HW(115 F) I II. Calculate Maximum Hourly Hot Water Usage: PRV DIFFERENTIAL(reducing pressure) 56.9 TO WALL M WATER SUPPLIES I WATER SUPPLIES A. Gas Water Heater NOTE:"TOTAL PRESSURE REQUIRED"ISTHEREQUIRED MINIMUM PRESSURE AT THE ENTRYTO THE BUILDING Q R� TO EA FAUCET TO EA FAUCET PO C/S ROUTE DN TO F.D. I Elevation= 8150 Adjustment factor= 1.326 CONTRACTOR TO VERIFY PRESSURE AT MAIN PRIOR INSTALLATION.IFTHEPRESSURE DIFFERS FROM SHOWN a Ft: v Nv OR NEAREST RPBFP 3/4 I 1.326 x 41.45 = 54.97 PROVIDE A BOOSTER PUM P AS REQUIRED. ' C iO Q D.F.U. 2"VENT UP I adjustment total water required max hrly hot OR I factor by all fixtures water usage DRAIN DOUBLE VALVE. ROUTE I `S' TO F.D. OR NEAREST D.F.U. tic _ - I III.Calculate the Minimum BTU of Kilowatt rating of Water Heater: ,/ONAL�N7 WASH RINSE SANITIZE I Min. MBH= 61.05 Min. Kw= 13.42 CHROME WALLCOVER COMPARTMENT COMPARTMENT COMPARTMENT I AND SCREW I = EXTERIOR WALL DATE: 07.26.2012 MODEL 1108 FLOW CONTROL TO METER ASSEMBLY IN A VAULT, RE: CIVIL PLANS I FITTING WITH VENT SET FOR 1 PLUGGED TEE WITH FOR LOCATION, DEPTH AND ASSEMBLY LAYOUT. OR 2" 1%2" OR 2" I MINUTE DRAIN PERIOD /� CLEAN OUT JOB NO.: 09030049.01 - CLEAN OUT PLUG I = � OR CONTINUE TO I DRAWN BY. MZ DUCTILE IRON WATER SERVICE BY THE CIVIL DRAIN BOARD I 1-1/2"OR 2" PVC DRAIN FLOOR LINE CHECKED BY: TOC CONTRACTOR. RE: CIVIL PLAN FOR CONTINUATION, DRAINS WITH 2"AIRGAP EXACT SIZE, LOCATION & INVERT ELEVATIONS. A I I I I °° ° ° ° ° ° ° a ° ° ° ° ° DRAWING TITLE: FLOOR ° ° ° FLOOR SINK SPORTS CENTR.& WEST _ 5'-0„ 3" GREASE WASTE TO %$" C.I. BEND MAX GREASE INTERCEPTOR MECH & PLUMBING DIST OR 3"WASTE BALANCE OF PIPING SAME AS CLEANOUT SCHEDULES & DETAILS TO GRADE Received SHEET NO.: WEST RESTROOMS DOMESTIC WATER ENTRY DETAIL TRIPLE BASIN SINK PIPING DIAGRAM TOWN OF VAIL BY Lynne Campbell at 2:43 pm,Apr 25, 2013 WALL CLEANOUT DIAGRAM NO SCALE M s O NO SCALE NO SCALE 1 2 3 4 5 1 2 3 4 5 A.1 B C A.1 UB C GENERAL NOTES: 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. 2. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE 0 CONICAL TEES. VAIL 3. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STEEL DECKING FORD PAR K G OR STEEL STRUCTURE WHERE IT EXISTS UNLESS OTHERWISE NOTED. 4. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT PHASE 1 5. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND IMPROVEMENTS STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 6. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE / \/\\/j ` , \ CONSTRUCT 0 N A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. _ _ _ - _ _ _ _ _ _ _ _ / / \ ` \\ /\\\ _ _ _- _ _ _ _ _ _ _ _ / CONNECT 4" PIPE TO IRRIGATION - - _- - - - - - - - I�� /j \`� �\\\//\\\� - - _- - - - - - - - ,�, `` MAINLINE. SEEIRRIGATIONPLAN /\\\� DOCUMENTS 7. ALL WASTE PIPING SHOWN DASHED SHALL BE LOCATED BELOW THE II \ ,\ L /\\\// II (- I /�1 FOR CONTINUATION. / \ FLOOR DECK. II II 2 \\��/ \// III II II _ \ JJ J LOW 1 1 IJ J LOW CONNECT 4" PE RAW WATER III \/ / \\/ II I 8. CONCESSION SPACE IS AN UNHEATED SPACE AND WHENEVER THE PLANTER I I / \\/`j PLANTER I I 31 r�'-S LINE TO MAIN. SEE CIVI OUTDOOR TEMPERATURE DROPS BELOW 35' F, THE COLD & HOT WATER FOR CONTINUATION. PIPING MUST BE DRAINED, D.F.0 SUCH AS FLOOR DRAINS OR FLOOR SINKS MUST BE WINTERIZED BY POURING PROPYLENE GLYCOL OR ANY VA VE /\\\// \\/\ FD 33 i/` \� \\/` SIMILAR ANTI-FREEZE SOLUTION INTO THEM AND WH-1 WATER CONTENT \'�j \\/\/ 0 31 `/ \\/\/ FORD PARK RO M \ / \\ I \ / \\ MUST BE EVACUATED. /"/ \ W � I \ VESTIBULE �\\\ �\\\/% V STIBUL j, �\\\�`\�\\\/ 530 SOUTH FRONTAGE RD E /\\\/ I �+ vim/�\\\� VAIL, CO 81657 I L CONNECT 4" C \\\// LINE TO METE \ \�\\ . / � ASSEMBLY/��--�� �\\ 2 EH / C r SHEET DETAIL NOTES: — — JANITOR // CONNECT 4 GW - - 0 -\__1 /\ LINE TO MAIN. SEE _ I I 8' FD O5 MS 34 ��j F 1 CONNECT%" CW %" HW 1%" W AND 1%"V TO LV. CONNECT CW TO EH %\\\ /\\\ CIVIL PLANS FOR / 0 z z z z - z \\ / \\// ` 19 2/z GW 2%z" MAIN,%" HW TO 1%4" MAIN, AND %"V TO 2" MAIN. t 3 - 28 \\ \ /\\ CONTINUATION 2 W / O OCONNECT 1" CW, 3"W,AND 2 V TO WC. CONNECT 1 CW TO 2%z MAIN - - i " j\\\ /\\\� - p 22 AND 2"V TO 2" MAIN. EXTERIOR _ \\\ / EXTERIOR - H 1 LV .tiDp LV 1 L SCONCE, TYP L--� a W % \\/\/ j SCONCE, TYP 2 O -0 0- O IENS ACCESS PANEL j O3 CONNECT%z" CW, 2"W, AND 1%z"V TO UR. CONNECT CW TO 2%z" MAIN - - RES \/1S \/\/ j\\ ` - 4„ I � I ROOT I j\\ AND 1%z"V TO 2" MAIN. 1" GW r �\\\ /\\\/� 1 LV OQ-�:1 � LV O4 CONNECT ' CW 1 ' W AND 1 'V TO DF. SUPPLY CW LINE SHALL MIENS � �I � \, I _ WU�u O— BE CONNECTED TO DRAINABLE SUPPLY LINE ALLOWING DRAINING DF EF MS 28 9„Q \\�- �STROv, -0 0- IN WINTER SEASONS. CONNECT 1%z"V TO 2" MAIN. DISPLAY/ 9„O \\, DISPLAY OFD I INFO 0 \// \ INFO - 27 -01 IN `''0 WC O2 3 3 BOARD EF \j\\ /\\ OARD I I 4"10- FD 8 O CONNECT /4" CW, /4" HW, 2"W, AND 1/"V TO MS. e \\ \\\/ _ _ -0 0- OI Y4" s 1 _ 1 /\\\�-/ \. L - - - - OUR�Otis ��--0 ?)WC O2 6 CONNECT /4" CW, /4" HW TO KS. CONNECT 1/z" IW FROM KS TO FS. - \\// \ \\ I.E. = 8,211.25' - \// \/ �� �/ I �� � �-/ Architectural Engineering Consult 0 - - - - - 4 2"W 4"W 2 / / / CONNECT 4"W TO o- FC t2" / 07 CONNECT/z' CW,/z' HW, 1/' W, AND 1/' V TO HS. PROVIDE ISLAND \/\\ /\\\ 4"W O Mechanical, Electrical & Lighting Design Serv: VENT OR STUDOR VENT IF APPROVED BY A CODE OFFICIAL. PROVIDE D / // SEWER LINE. SEE mil ? W / \\// ACCESS TO STUDOR VENT IF INSTALLED. \\ \ �\\ 27 A LEED Accredited Professional Office \ \ CIVIL PLANS FOR L CONTINUATION _ 2 WC O� 3"W 8 CONNECT 2"W AND 1%"V TO FD. f 3 /\\\� 2"W 0 -0 aec BDD // // 40801 US Hwy 6 & 24, Ste 214, Avon, CO, 81( 0 9 CONNECT)/2" CW TO IM. E BDD /\\\ /\\\/, � � „ FCO � „ / Mailing address: P.O. Box 8489 Avon CO 81l - - o l� �\\\/�\\\ DF O� /2 CW /z CW �\\\//\\\ g > _ f \ — o-� \ / Telephone: 970-748-8520 Fax: 970-748-85 2 / 12x10 � _ E 4 DF OCti, \/ �\\\� www.aec-vaiLcom 10 CONNECT Y2" CW TO CB. ° p �, /\\ � � 3 3 3 - - e 25 _ BENCH _ 4 3 - BENCH EH \ /`\ UNIFOR S 11 CONNECT Y2" CW TO HC. U ORMS 1 / \\/, /\ / 12 CONNECT 2"WAND 1%"V TO FS. \/\/ j\\ - - / 3' W ALL \\/ I ___—C4 Z E H R E IN UMPIRE'S STO / \\\ �\\`� 4 AMPIRE S sTO \� /\\\� AND ASSOCIATES, INC. —T 13 CONNECT 1%z" I.W. TO IT. CLOSET \j\\/j\\\� � 27 ARCHITECTURE -PLANNING� INTERIORS 14 ROUTE 3/4" DRAIN FROM RELIEF VALVE AND DOWN TO MS. TERMINATE -\ /\\\/j \ I O VIA AIR GAP. 5 /\\\/j \\/\i J 14 /\\\// \\/\� P 1 `r 0 BOX 976 15 ROUTE%4" CD TO FD, TERMINATE VIA AIR GAP. i \\/\i �\\\ H \/\i �\\\ Avon, \ / \\ — 8 / \\ CO 81620 Ce T 970 949 0257 16 NOT USED. - - _ \/\\ /\\\/ - - = 26 � FD \/\\ \\\/ HBOI,- �c F 970 949 1080 0 17 CONNECT 3" GW AND 2"V TO FS. www.zehren.com %\\\ ACTIVITIE I I 15 Ms ACTIVITIE 18 NOT USED. DESK/ I I / \/\\ /\\\\ DESK/ I I 10- O WIN I I /\` /\\\/ / WIND I I s „ 2,.W 3 'W 19 ROUTE 2" CW TO CONNECT ALL RESTROOM FIXTURES AND WH-2 I N j\\\//\\\� , J /a CW OFD ' 3/4 HW 0 I I I — IM � / \ 20 ROUTE%4" CW TO WH-2. CONNECT Y2" CW IN AND%" HW OUT FROM TOURNAMENT �/ /\ /' TOURNAMENT -� O O WH-2. I I DIRECTORS �\\\ /\\\�i \ 1 1 DIRECTORS 27 J J �\\\/ I J 0 ' 21 ROUTE%2 CW& HW DOWN. CONTINUE UNDER SLAB TO HAND SINK IN DOWNSPOUT 1 I DESK \\ /\\\/j \; D WNSPOU I I DESK \\ /\\\/j \; THE ISLAND. IF NEEDED, PROVIDE ACCESS PANEL IN THE WALL FOR I JPO oQ /\\\/ _ I "€NSURE ABILITY Q_ 3 '%may\\\/j \/\\ D EASY ISOLATION OF THESE LINES AND EASY WATER EVACUATION - _ _ _ \i-\\ / - _ - O WINTERIZE AT CW 3"W j \/\\ LOGAN SI PSON DURING WINTER SEASON. - D \/\\ /\\\ - /z EXTERIOR ® \\ / \\// E TERIOR THIS LOCATION %z" HW 2"W \\ / \\// D5� N ]�- 22 HOT& COLD WATER LINES IN CONCESSION AREA SHALL BE SLOPED SOFFIT LIGHT, _ \\/\�� / SOFFIT LIGHT, n n 0 \\ \ /\\\ 1( ��N - \ /\\\ TOWARDS THIS POINT(OR ANY OTHER POINT IN HEATED SPACE). T P S RVICE I I - /j \// T P SERVICE „ GI /j \// 123 North College uite 20E PROVIDE ISOLATION & DRAIN VALVES IN THIS AREA TO ALLOW WATER WINDOW I I j \/\\ /\ WINDOW Yz CW UNDER SLAB �e C g Ave,' EVACUATING FROM PIPING AS REQUESTED BY THE OWNER. PROVIDE J _ \/\\ /\\\/ %z" HW UNDER SLAB t- - 3 „ Fort Collins, CO 80524 ACCESS PANEL FOR VALVES. VERIFY IN FIELD IF ADDITIONAL ACCESS J 1 _ \ j\\\//\` J �� - 14 W /\\\//\\ PANELS WILL BE NEEDED IN CONCESSION AREA TO ALLOW WATER I j\\\ /\\\/ f 17 ( -\ /\\\/ 10 CB 11 He l �\\\/�\\\ T 970.221 .9948 EVACUATION. IF NEEDED PROVIDE AIR VENT OR ADDITIONAL DRAIN J J \\ �/ J �! FS \ / VALVES IN AREAS WHERE SLOPE CANNOT BE MAINTAINED. /\\\ I' _ - �\\/j\\\// F 970.221 .9949 L "� 2"W I Ks �\\ www.logansimpson.com 23 ROUTE WELDED STEEL (OR STAINLESS STEEL 18 GA, OR I I \` \\\// I I ` I -o - \ \\\// MANUFACTURED UL LISTED) 12x10 OR 12" O (12" O SHOWN) KITCHEN I J i I N N / \// / J J v 'O 6 J \// / EXHAUST UP, OFFSET AND CONTINUE TO ROOF PENETRATION. _ - _ -d \ _ -_- / \ TERMINATE WITH WELDED OR STAINLESS STEEL OR MANUFACTURED © - - I - - _ OHS `{' 27 I UL LISTED RAIN CAP. PROVIDE 1.5" FIRE RATED WRAP TO ALLOW 0" I J CONDENSING 2 W 1%z"V \ I j CONDENSING CLEARANCE TO COMBUSTIBLES. CONCESSION' UNIT FOR _ _ _ _ _ _ _ - - - - - - 1 fJ-� - _j UNIT FOR 11® 24 29 FREEZER I J FREEZER SERVICE � 1 SERVICE _ �r� 8 24 KH-1 SIZED & SUPPLIED BY KITCHEN CONTRACTOR, INSTALLED BY M.C. WINDO I I KH-1 WINDO I I 2°W FDD 2"V 1 I — 1 I 2°W — Received(4 25 MOUNT L-4 ON THE BOTTOM OF THE SOFFIT IN THIS AREA. I I N SERVICE !" J 2' W SERVICE` 12 FS I / JJ I I ! � ' 23 � 1 J By Lynne Campbell at 2:44 pm, Apr 25, 2013 If�l 1� I ' ► FD 8 TOWN �� ���� 26 INSTALL HB WITH VANDAL PROOF BOX, DOUBLE CHECK BACKFLOW 6 I 35 12 QI 6 I 13 IT I LECTRIC O / C, PREVENTER AND AUTODRAIN VALVE (ALL IN-BUILT IN HB BY FACTORY). I O EF - - I O- BROILER SLOPE MAIN PIPING TOWARDS THE DRAINING VALVES. I J I J B O R 3 ' 30 � :, D _ 11 0 � 11 27 ROUTE 1 %z"V TO 2" MAIN (NOT SHOWN FOR CLARITY), CONTINUE 3" _ J MAIN VENT UP THRU THE ROOF (NOT SHOWN FOR CLARITY)VERIFY IN - - I N N TRASH I !pw 15 TRASH REV. COMMENT DATE FIELD AND COORDINATE WITH G.C. EXACT ROOF PENETRATION. - _ _ I _ _ _ PROVIDE ONLY (1) PENETRATION THRU THE ROOF IF POSSIBLE. IF - - - _ _ - - _ _ - ADDENDUM 1 8.01 .12 NOT POSSIBLE, PROVIDE (1) 3"V PENETRATION IN RESTROOM AREA - - AND (1) 3"V PENETRATION IN CONCESSION AREA. ASI 4 11 .21 .12 28 EXPOSED DUCTWORK IN THIS AREA. PAINT AS PER ARCHITECT OR - - ASI 4 11 .30. 12 OWNER. ONDIMENT ASI 7 12.18. 12 29 INSTALL UP HIGH ABOVE KS AND BELOW TOP OF ADJACENT DOOR. 6 6 — 1 ASI 011 2.08.13 30 INSTALL EF-2 PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. _ _ _ ASI 017 3.05.13 31 CONNECT 4" HDPE RAW WATER LINE TO IRRIGATION SYSTEM - -_ _ = - REV. 13 3.13 13 ACCORDING TO IRRIGATION PLAN. ROUTE 4" CW SUPPLY TO 1 IRRIGATION SYSTEM AND CONNECT AS SHOWN ON IRRIGATION DETAIL. LOCATE IRRIGATION PIPING AND EQUIPMENT A MINIMUM OF 12"ABOVE METER ASSEMBLY IN THIS LOCATION. SEE M1.0 FOR METER _ ASSEMBLY DETAIL. U DOOR — _ _ _ _ U DOOR (A CESSI LE COVERED EATI EA _ — — _ (A CESSI LE COVERED EATI EA — — _ 32 CONNECT 4" PIPE TO IRRIGATION SYSTEM AS SHOWN ON IRRIGATION TABLE 9 5 SF TABLE 9 5 SF PLAN. ROUTING PIPING ALONG WALL, SHOWN OFFSET FOR CLARITY. 33 CONNECT 4"W AND 2"V TO FD. �� �� SEAL: 34 ROUTE 2"V TO 2" MAIN (NOT SHOWN FOR CLARITY), CONTINUE 3" MAIN VENT UP THRU THE ROOF (NOT SHOWN FOR CLARITY)VERIFY IN FIELD _ EXTERIOR - EXTERIOR �0Q RE S" SOFFIT LIGHT, _ _- _ _ SOFFIT LIGHT, 0 AND COORDINATE WITH G.C. EXACT ROOF PENETRATION. PROVIDE - - -_- _ TYP - _ _ _ TYP Oy [a O HJ'�' ONLY (1) PENETRATION THRU THE ROOF IF POSSIBLE. IF NOT - __- _ POSSIBLE, PROVIDE (1) 3"V PENETRATION IN RESTROOM AREA AND (1) 3"V PENETRATION IN CONCESSION AREA. 35 ROUTE 12x10 OR 12" Q GREASE DUCT UP THRU THE ROOF. RE: _ _ ARCHITECTURAL PLANS FOR EXACT LOCATION. G.C. TO PROVIDE — _ — _ aONk- PENETRATION OPENING. COORDINATE OPENING TO ALLOW FOR GREASE DUCT WRAP (ADD 3" ON THREE SIDES AND 4.5"ON THE FOURTH SIDE OF THE DUCT FOR OVERLAPS. RAIN CAP -1/4" WATERPROOFING DATE: 07.26.2012 RE: ARCHITECTURAL MIN. 4-1/2" JOB IN 09030049.01 ROOF MIN. 40" / DRAWN BY: MZ A CHECKED BY: TOC ® EF-1 ® CLEANOUT B B A (TYP.) DRAWING TITLE: 12" O OR 12x10 SPORTS CENTRAL TYPE I. HOOD SLOPE DUCT 2% SPORTS CENTRAL. NORTH SPQR �t CENTRAL. NORTH TOWARDHOOD HVAC & PLUMBING EF-1 SHALL HAVE WATER& GREASE DRAIN HVAC PLAN- PLUMBING PLAN- PLANS SHEET NO.: SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" HOOD EXHAUST ELEVATION DETAIL NO SCALE M2 . 0 1 2 3 4 5 REVISIONS DESCRIPTION DATE: HOOD INFORMATION - Job 9 735925 D MAX. EXHAUST PLENUM HOOD C❑NFIG, 0 HOOD RISER(S) HOOD TAG MODEL LENGTH C❑❑KING TOTAL END TO NO' TEMP. EXH, CEM WIDTH LENG, DIA CEM S,P. CONSTRUCTION END ROW 4824 4' 0,00' 10" 10" 1100 -0.910" 430 SS 1 24 ND-2 600 Deg. 1100 Where Exposed ALONE ALONE HOOD INFORMATION FILTER(S) LIGHTS) UTILITY CABINET(S) 3' HOOD EIRE SYSTEM ELECTRICAL SWITCHES FIRE HOOD NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE LOCATI❑N SYSTEMHANGING GUARD TYPE SIZE MODEL # QUANTITY PIPING WGHT 10' D ANSUL 8102 3 16' 16' 1 Light 379 FIRE N 0 1 Captrate Solo Filter wi 2 Incandescent Light Fixt NO Right Ansul R102 1.5 310110KT YES lo' O > 1 Fan LBS SUPPRESSI❑N HOOD OPTIONS SYSTEM I O � .Q HOOD ❑PTI❑N 10' -- O N❑, 4 CA 8' d 1 FIELD WRAPPER 18,00 High Front, Left, Right ELECTRICAL CO NTROL U.L. Listed Incandescent Light PACKAGE - FACTORY BACKSPLASH 120.00" High X 96.00" Long 430 SS Fixture-High Temp Assembly RIGHT QUARTER END PANEL 23" Top Width, 0' Bottom Width, 23' High 430 SS INSTALLED Q LEFT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' High 430 SS rn rn rn Utilit et L?Cabin � a N 24' 24' W 00 rn V o 0 LL. 12" o PLENUM PROTECTI❑N 4' 0,00'Nom,/4' 0.00'❑D 0 C14 NOZZLE 5'-0.00" Overall Length ; O 2 DUCT PROTECTION LZ 12L NOZZLE � Q DETECTORS PLAN VIEW - Hood #1 (24) o 4' 0.00" LONG 4824ND-2 00 o U �o c c a> U 0 APPLIANCE PROTECTION NOZZLE REMOTE MANUAL LO PULL STATI❑N a> MOUNT TO CODE D TYP. 42-48' U) ai U OPTIONAL PRE-WIRED ELECTRICAL REMOVABLE STAINLESS STEEL SERVICE DOOR TERMINAL BOX WITH TERMINAL STRIPS, c 3-PHASE CONTACT❑RS AND OVERLOADS AGENT TANK (IF APPLICABLE) FAN AND LIGHT CONTROL PANEL OEM RELEASE/ BRACKET ASSEMBLY 0 LO LO TYPICAL ANSUL R-902 SYSTEM LAYOUT `o INCANDESCENT LIGHT FIXTURE-HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (155 FIXTURE) SPECIFICATIONS 48' FIELD WRAPPER 18,00' HIGH EXHAUST CFM=LENGTH OF HOOD X CFM/LIN.FT.(LOAD) (SEE HOOD OPTIONS TABLE) � THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED EXHAUST RISER SUPPLY CFM=EXHAUST CFM X PERCENTAGE REQUIRED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTI❑N NETWORK, IT SHALL BE LISTED d TOTAL DUCT AREA=144X CFM WITH UNDERWRITERS LABORATORIES, INC. (UL) HANGING ANGLE FMP(`) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATI❑N 4' DUCTLENGTH= TOTAL DUCT AREA WITH LOCAL OR REMOTE MANUAL ACTUATI❑N. ACCESSORIES SHALL BE AVAILABLE DUCT DEPTH 1/2"DIA.ALL THREAD ROD 1/2"DIA.HEAVY DUTY NUT FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATI❑NS, 16' CAPTRATE SOLO xCAPTIVE-AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHP JST CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW FILTER WITH HOOK O VELOCITY OG 1600-1800 FPM AND A SUPPLY VELOCITY OF 1000 FMP, THROUGH ANOTHER HANGING HANGING ANGLE PLEASE CONSULT FACTORY FOR MAXIMUM ALLOWABLE DUCT SIZES ANGLE THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM FOR FLAME CALCULATIONS UTILIZED OFEGREASEARELATEEDMFIRES. IT DESIGNEE BE AVAILABLE II❑NCPLLASTIC CONTAINERSENT d 3" INTERNAL STANDOFF 15 0j WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. 24' N❑M. E T L LISTING DESCRIPTION THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE THE CAPTIVE AIRE MODEL LINK DETECTION SYSTEM, THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING IT IS THE RESPONSIBILITY ND-2 HAS BEEN E�T�L, ❑F THE ARCHITECT/OWNER TO SYSTEM, THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ ENSURE THAT THE HOOD CLEARANCE TESTED, LISTED, AND LINKAGE ASSEMBLY, d *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR FROM LIMITED-COMBUSTIBLE HANGING ANGLE IS PRE-PUNCHED AT FACTORY AND COMBUSTIBLE MATERIALS G W APPROVED TO EXHAUST ND-2 HANGING ANGLE DETAIL I LOCAL IN COOMPLIANC REQUIREMENTS. 23" (--) A MINIMUM OF 200 CEM PER CAPTIVE-AIRE HOODS ARE U LINEAR P❑❑T BUILT IN COMPLIANCE WITH 4 EVER 600 DEGREE C❑❑KING BINT 48.0' MAX H� EQUIPMENT 4� ACCORDANCE GREASE DRAIN d Q j, NFPA WITH REMOVABLE CUP 23" Intertek LEFT AND RIGHT QUARTER END PANELS 1. ALL ELECTRICAL"FIELD"CONNECTIONS AND RELATED BACKSPLASH 120.00' HIGH INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. N r r P A #96, N S E X 96.00' LONG DATE: 3/8/2013 2. ALL PLUMBING"FIELD"CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. UL 710 & U L C 710 STANDARDS 80' AFF TYP. 3. ALL ASSOCIATED HANGER MATERIALS BY INSTALLING E.T.L. LISTED 3054804-001 DWG.#: 4. 8"CONTRACTORS.LONG FACTORY LOCATED AND WELDED HANGER 17 3 5 9 2 5 BRACKETS AS SHOWN ON PLANS. 5. ALL CONNECTIONS FROM CAPTIVE-AIRE DUCT PER THE PLANS BY MECHANICAL CONTRACTORS. DRAWN 6. ALL LIGHTS SHOWN INSTALLED BY CAPTIVE-AIRE, 00 BY: MAR-42 ARE FACTORY PREWIRED PER THE PLANS. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES * PLEASE NOTE: THE HOOD MAY BE INSTALLED EQUIPMENT BY ELECTRICAL CONTRACTOR. 7. LAMPS FOR LIGHT FIXTURES BY INSTALLING WITH A 0 INCH CLEARANCE TO COMBUSTIBLE SCALE: CONTRACTORS. MATERIALS IF CONSTRUCTED IN ONE OF THE 3/4" — 1 '-0" 8. SEISMIC RESTAINTS ARE RESPONSIBILITY OF FOLLOWING METHODS: INSTALLING CONTRACTOR. 1 INCH LAYER OF INSULATION (TYPE 475) 9. INSTALLING CONTRACTORS ASSUME ALL RELATED OWENS CORNING, JOHNS MANVILLE, MASTER DRAWING REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL 3M FIRE WRAP DATA CONTAINED ON THESE DOCUMENTS FOR 1 INCH INSULATED BACKSPLASH ACCURACY,INTEGRATION,AND ADMINISTRATION OF 3 INCH AIRSPACE WITH 1" MIN. INSULATION CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. BACK-RETURN (BR) WITH 1" MIN. INSULATION Received 10. SIGNED AND"APPROVED"COPIES OF THIS DOCUMENT THESE RATINGS APPLY TO TOP, ENDS, BACK MUST BE RECEIVED BY THE FACTORY PRIOR TO AND FRONT OF THE EXHAUST HOOD COMMENCEMENT OF FABRICATION. REPORT NUMBER: 3054804-001 TOXIN OF VAIL By Lynne Campbell at 2:44 pm, Apr 25, 2013 11. NOMINAL HOOD DIMENSIONS AS SHOWN ON DRAWINGS. INTERTEK TESTING SERVICES NA INC. TOWN Y GENERAL NOTES SHEET NO. SECTION VIEW - MODEL 4824ND-2 1 REVISIONS DESCRIPTION DATE: ELECTRICAL PACKAGES — Job 9 735925 D SWITCHES FANS CONTROLLED TEMPERATURE E N INTERLOCK o N❑, TAG PACKAGE # L❑CATI❑N L❑CATION QUANTITY ❑PTI❑N TYPE 0 H.P. VOLT FLA Utility Cabinet Right 1 Light Exhaust On Fire, Fans On/Off 1 310110KT Utility Cabinet Right Thermostaticall Exhaust 3 0,333 208 1,6 y,Lights out fir Hood # 1 1 Fan The Temperature Sensor Interlock option c o m p l i e s with I M C 2006 5 0 7 2 1 1 and NPPA 96 11111 by interlocking with cooking appliances through means of a heat sensor to automaticaRy activate exhaust Fans during cooking operations 0 o ELECTRICAL PREWIRE PACKAGE JOB NAME Vail Recreation Area Ford Park- R3 DATE 31812013 CONTROL PANEL INSTALLATION JOB NAME Vail Recreation Area Ford Park- R3 DATE 3/S/2013 j U DRAWING NUMBER 310110KT JOB NUMBER 1735925 DRAWN BY DRAWING NUMBER 310110KT JOB NUMBER 1735925 DRAWN BY CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - Di NOT WIRE TO S;HUGIT iHIF FnRFC,xF 3 Phase, W/ 1 Exhaust Fan, HOOD TO CONTROL PANEL POWER FEED FOR CONTROLS AND LIGHTING U -- _- Exhaust in Fire, Lights out in Fire, Q Fan On Off Thermostatically N CONTROL PANEL 1 / y 1 HOOD LIGHTS f--------------- -GROUND C..) H1 FS-01 Nl Controlled. ---------wH -- -{= BREAKER PANEL CONTROL PANEL r-z 16 R BK B (No Lights out in Fire) N (Fan Switch Shown Installed) / ----------- or 2 TC-01 Al ST-1 OL-1 2 /// LS (Lights out in fire) ICO 4OR ORA 2 OR OR WH //� _-� 120VR 9A BREAKER H1 E COMPONENT PARTS LIST = — �-_@K H2 -� L a �_____---- ______ C 01 Contact roN 1 \ LIGHT SWITCH J 3 7 8 c-x Contact 3 ,\\ BR _� 1 Amp Max ST-x Starter \\ LIGHT OL-x Overload HOOD \ \�-----BL-- RED 120V 15A BREAKER ------� 4 FUSE 1oAMP Switch SLO(Lighted) FUSE–PS-1I–FUSE 4 \\ –– 9 \------- WFi-- IN T LS–xx Li ht Switch OR L Hood Lights) � SWITCH MS-x Mic.Switch(Ansul/PyroChem) 0) 5 Rx Relay DPDT-34.110.0184.0+Socket 5 Light switch and fan switch mounted on the face of the hood and control panel LC) mounted separately then field wire to the control panel as shown. I- 6 Rl-1 FIELD WIRED SWITCHES TO CONTROL PANEL DUCT STAT WIRING FOR FAN SWITCH OVERRIDE 04 BK NC C 6 RED PILOT FAN SWITCH TEMPERATURE CONTROLLER BASE NO - BL Hl CONNECTIONS IN 8 7 6 5 p0 7 7 r RTD SENSOR I oR____________ � CONTROL PANEL a �SC–XX TEMPERATURE CONTROLLER –4"–WA51–Oote N–X Temp Sensor A/100-3W–PO-4"–IXPL(Note 1) L––––_WH_____________� ® xx 8 B LIGHT SWITCH BK----------- 9 3 BLACK l --BR----------- -® ,D„ 1 2 W 00 9 SPARE FIRE DRY CONTACTS 9 BROWN O B (No Lights out in Fire) t SPARE RELAY CONTACTS USED WHEN FIRE BK-- or BROWN � SYSTEM DISCHARGES TO SHUT DOWN r 1� HOOD LIGHTS LS (Lights out in fire) EQUIPMENT OR PROVIDE SIGNALS.(NOT SHOWN HERE WITH TEMP CONTROLLER Ln ,D FOR BUILDING FIRE ALARM) 30 L------- WH REMOVED TO EXPOSE TERMINALS EM;NC C -- TR3 112-2 c MICRO-SWITCHES WIRING WHEN MULTIPLE FIRE SYSTEMS O o 11 ARZ 11 FIRE SYSTEM MICROSWITCH 120VAC SHUNT TRIP 0 -_- - l No -- o CONNECTED TO ONE ELECTRICAL PANEL (3 SHOWN HERE) BK rc-o1 N- wH C2 -- C3 WIRING TO CONTROL PANEL BREAKER WIRING W ljj MS-1 R7 FIR.-Tripped,AR:Armed,C:Common _BR CONTROL PANEL SHUNT TRIP FS 1 NORMALLY cLoSEO __ CONTROL PANEL Z 12 Jum er C1 C AR, BK 12 ANSUL OR - 1 NoRn- OPEN ___ Z __ PYROCHEM MS-7 -6K - -------- BK COMMON 7 -� Q NO TR7 BK 2 FIRE SYSTEM �_RD - C7 �1 -------- = 13 13 MICROSWITCH --PR- NEUTRAL I J L_-- Z L AR2 AR3 I NORMALLY CLOSED _ -RD - TR2 TR3 I WIj--J FS #2 NoRMA�LV OPEN __ SPARE FIRE RELAY -- - I I -------- T 1 CONTACTS RD I I COMM ----, F -� C) 14 14 (NOT FOR BUILDING _ PR _-____U I NOTE2: IF NO FIRE SYSTEM ON C0 - -- J HOOD, JUMPER C1 AND AR1 I Rz RELAY socKEr srn.E FIRE ALARM -_BL______- TOGETHER NORMALLY CLOSEOj " 2#1 –z FS #3 NORMALLY PN J Q LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) c-RO No MicraSitch NOTE7BUILDING FIRE ALARM IS TO BE WIRED To THE "ALARM IN TIATING car MON____________ Q 15 x_01 1_ Jum er NO–BL NC C–RD is SWITCH" INSIDE THE FIRE SYSTEM AUTOMAN B BR B BKnWH P – NC–PR cOIL NO–BK LIGHTS OUT IN COM NC–BR FAN WIRING TO CONTROL PANEL ELECTRIC GAS VALVE WITH RESET RELAY (TO 16 FIRE CONDITION. 16 C OTOR TAG PH VLT HP FLA BRK 3 PHASE 208/460/575 VOLT EXH-1 TcLBR 3 120810.33 I.6 15A MANUAL RESET CONTROL PANEL 17 17 STARTER ----� TO FAN #1 RELAY U 3 PHASE 208V t ---- L3 ----j r---- ---� ST-1 OL-1 18 INPUT - L1 L1 TI�C�1--- 18 ----� i --- R7 L0 3 WIRE- 1,2 L2 T `T2 __ _1 GR STARTER ----� TO FAN #2 I 3 3 PHASE- L3 L3 T3 : __ - FAN ---- 19 � 19 BREAKER -_ ---� NOTES PANEL, SEE 1 PHASE 115 VOLT -0 U) 20 ---- DENOTES FIELD WIRING 20 DRAWING (INSTALLED BY PLUMBER) DENOTES INTERNAL WIRING _ 0 MOTOR F ---- CONTACTOR __--� TO FAN #1 NOTES V WIRE COLOR t ---- FN1 21 BK - BLACK YW -YELLOW 21 TABLE FOR TO FAN #2 ---- DENOTES FIELD WIRING 0) BL- BLUE GY-GRAY DENOTES INTERNAL WIRING C BR - BROWN PR- PURPLE BREAKER WIRE COLOR U OR - ORANGE OR/BL-ORANGE/BLUE(STRIPE) (6 22 RD - RED BL/RD - BLUE/RED (STRIPE) 22 SIZING 1 PHASE 208/230 VOLT BK - BLACK YW - YELLOW WH - WHITE RD/GN - RED/GREEN (STRIPE) BL - BLUE GY - GRAY DRAWING SHOWN DE-ENERGIZED BR - BROWN PR - PURPLE NOTE: IF WALL MOUNT PREWIRE, OR FIELD F ---- L1 --- OR - ORANGE OR/BL - ORANGE/BLUE C 23 INSTALLED FIRE SYSTEM MICROSWITCH, THE 23 ---- L -- TO FAN #1 RD- RED (STRIPE) p TERMINALS SHOWING FACTORY WIRING MUST -__- CONTACTOR WH - WHITE BL/RD - BLUE/RED (/J BE FIELD WIRED. ____ La ----� TO FAN #2 GN- GREEN (STRIPE) 24 24 RD/GN - RED/GREEN d- NOTE 1:RTD TEMP SENSOR WIRED WHEN RISERS SHIPPED LOOSE.WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH, EACH (STRIPE) LO Q0 SENSOR IS WIRED TO ITS OWN N CONTROLLER AND THE CONTROLLER TERMINALS 4,7, 10 AND 11 ARE WIRED IN PARALLEL A 1 AMP SLO–BLO 14 x 18 x 6 Box FUSE CONNECTS BETWEEN TERMINALS 6 AND 8 ON EACH CONTROLLER. l J I� I y d n O L� C5 Q� Q VERIFY CEILING HEIGHT o Height required to verify that the hood 0i 0 will fit and to size the enclosure panels U U CUSTOMER APPROVAL TO MANUFACTURE: _ I—I Approved as Noted ❑ d Q Approved with NO Exception Taken ❑ > / Revise and Resubmit ❑ SIGNATURE DATE: 3/8/2013 Your Title Date DWG.#: 1735925 DRAW MAR-42 SCALE: FOR QUESTI❑NS, CALL THE 3/4" = 1 '-0" COLORADO REGIONAL SALES OFFICE MASTER DRAWING 6547 S. Racine Cir,, Suite 1500, Centennial, CO 80111 PHONE: (800) 723-2720 FAX: (919) 227-5999 Received TOWN OF y f h f! " By Lynne Campbell at :44 pm,Apr 25, 2013 SHEET NO. 2