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HomeMy WebLinkAboutB08-0280 Plans.7L-%* I /v IM nn SYSTEM NO. W-L- • RA TINGS AND r (SEE ITEM 1) RA TING r SYSTEM NO. W-L- 1 RA TING r RA TING 4 r F!—Mr"wil SYSTEM NO. W-L-1380 RA TING- r RA TING- r �.r.� i 13 SYSTEM NO. it RA TING- 4 r RATING-0 r 2. STEEL STUDS 3. B ATTS AND BLA NKETS TY PE G YPSUM r v w,. v ■rwirrrf 0 It 0 0 E"I Mra ,rrr, ur- •ter► •M■r► aa� � e+ e�► PkOJECT: D R AWN IY D A T E . PERMIT W08.08 CD##1 10 .01.08 11,21.00 02.06.09 . I No A 0 GENERAL NOTES. General 1. Immediately notify the engineer of any discrepancies. 2. Do not scale drawings. Verify dimensions in field prior to commencement of work. 3. It is the intent of these drawings and specifications to establish a standard of quality. The engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 4. Work shall be performed in a workmanlike manner to the satisfaction of the architect & the engineer. 5. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. 6. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 7. It is the contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installed on the project. 8. Systems shall be professionally labeled. Equipment shall be labeled with engraved plastic or metal tags. 9. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior to installation. 10. Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 11. Contractor must carefully verify electrical service voltage and phase available. Remodel & Demolition 12. Visit site prior to bid and verify the conditions. Include in the bid, costs required to make work meet existing conditions, whether indicated or not. 13. Provide mechanical demolition required. Refer to architectural demolition drawings for location and extent of demolition required. Visit site prior to bid to determine extent of work involved. Provide labor and materials as required to maintain and/or restore continuity of service to existing systems. 14. In as much as design for remodel and/or rehabilitation requires that certain assumptions be made regarding existing conditions and because some of these assumptions cannot be verified without destroying otherwise adequate or serviceable portions of the building. The engineer cannot assure the owner or the contractor that the professional consulting services herein encompass all contingencies. Field coordination during construction is imperative. Contractors bidding this work must make reasonable allowances for unseen conditions. 15. Field verify locations of all existing piping, equipment, ductwork, etc. 16. Be responsible to field verify existing equipment or ductwork remaining to be reconnected to new or existing systems. Provide ductwork, piping, controls, diffusers, etc., as required to restore continuity to system(s). I GENERAL LEGEND 1 L4 MEMO ro SUPPLY SINGLE LINE DESCRIP11ON DOUBLE LINE HART 4 COOLEY 1 32HVV W* ELBOW DOWN 5 SUPPLY W' ELEXAV UP COORD. AIR PROVIW_* SWITCH WALL MOUNT HUMIDISTAT SO PP Z14 4J t- I i �1 N9 IM ♦ 1 11� : �,:; ROUND FLEXIBLE DUCT E.M,ro Ift iq A I ar • ���� - ♦ - gxg 17. All ductwork, diffusers, and equipment shown on this plan are new, except where noted. 18. All new ductwork, piping, equipment, etc. is shown with dark lineweight. All existing ductwork, piping, equipment, etc. is shown with light lineweight. 19. Pipes, ductwork, equipment, etc. to be removed, are shown hatched. 20. Cap all demolished and abandoned duct take-offs at trunk duct. 21. New hot and cold water branches to be routed from nearest hot water and cold water of line size equal to or greater than new branch - typical. Insulation 22. Internally line all new ductwork (unless noted otherwise) with 1/2" thick, 1-1/2" lb. per square foot, U.L.rated, glass fiber insulation with a continuous vapor barrier. - 23. Externally wrap all unlined ductwork with 1" thick insulation with a continuous vapor barrier. Ductwork 24. Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 25. All new ductwork shall be sealed airtight with duct mastic. 26. Seal all ductwork joints and vapor barrier penetrations at all exterior walls. 27. Ducts and piping penetrating through roof shall have roof flashing with caulk type counter flashing sleeve or by method acceptable by roofing manufacturer. Installation shall be watertight. 28. Provide turning vanes in all new mitered rectangular elbows, unless noted otherwise. 29. Provide volume dampers at all accessible round duct take-offs. 30. All ductwork or surfaces which are visible behind a grille, register, or diffuser shall be painted flat black. 31. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 32. Contractor to coordinate exact location of grilles and registers before installation. tlfnLel [)UCTW0r-;zr-,, LEGEND SUPPLY SINGLE LINE DESCRIP11ON DOUBLE LINE HART 4 COOLEY 1 32HVV W* ELBOW DOWN 5 SUPPLY W' ELEXAV UP COORD. AIR PROVIW_* SWITCH WALL MOUNT HUMIDISTAT ROUND RADIUS ELEM UF"\ ROUND FLEXIBLE DUCT RE5DELUX W1 ARCH. 1 -I -13 W ELBOW DOWN 1-4 LI5S/HR - - - W' EL50W UP � - -� COORD. ROUND RADIUS ELBOW HART COOLEY RECTANGULAR ELBOW WITH TURNING VANES STEAM DISTROUTIONTUBE LINED DUCTWORK (UN.O-) (DUCTWORK DIMENSIONS ON PLANS ARE OUTSIDE SWEET METAL DIMENSIONS) RH45 S(WARE = NECK CEILINS DIFFUSER 4-WAY DIRECTIONAL THROW UNLESS INDICATED OTHERWISE SUPPLY DUCT RISER RETURN, EXHAUST OR OUTSIDE AIR DUCT RISER - Lid ,��,���� CEILING RETURN AIR GRILLE OR REGISTER � \ 1�� WALL CAP - BATH OR DRYER EXHAUST WITH INTEGRAL 15ACKDRAFT DAMPER SYM. A15Z DEVICE SCHEDULE USE LOCATION I FINISH I ACC. I MANUF. 4 MODEL REMARKS A SUPPLY WALL/CEILING COORD. W1 ARH C, 05D. HART 4 COOLEY 1 32HVV DOUBLE DEFLECTION BLADES 5 SUPPLY FLOOR COORD. AIR PROVIW_* SWITCH WALL MOUNT HUMIDISTAT HART4 COOLEY DUAL MULTI-SHUTTER VALVES FOR ADJUSTABLE AIR PATTERN RE5DELUX W1 ARCH. 1 -I -13 E731 ROYALAIRE 1-4 LI5S/HR C RETURN CEILING COORD. SERVES F13 HART COOLEY RE61DELUX STEAM DISTROUTIONTUBE W/ ARCHI RH45 HUM11DIFIEfR 6CHEIDULE SYM, I DESCRIPTION CAPACITY I ELECTRIC I MANUR 4 MODEL I fREMAWe, H-I.1 HUMIDIFIER SERVES F1.1 1-4 L5S/HR 120/1,1.4 KW NORTEC RE-51)ELUX AIR PROVING SWITCH WALL MOUNT HUMIDISTAT STEAM C)ISTR15UTION TUBE 1 -# -12 HUMIDIFIER 1-4 LDS/HR 120/1,1,4 KW NORTEC AIR PROVIW_* SWITCH WALL MOUNT HUMIDISTAT SERVES F12 RE5DELUX $TEAM DISTR15UTIONTU15E 1 -I -13 HUMIDIFIER 1-4 LI5S/HR 120/1,1,4 KW NORTEC AIR PROVING SWITCH WALL MOUNT HUMIDISTAT I I SERVES F13 I RE61DELUX STEAM DISTROUTIONTUBE 1111t: N,*AF_TJ14LL TA_tF=5TEA *F#-A51PEr4.-ZD AA El� 44EMIDIFIER OPTION I - A f ffl ��� SPIN -IN DUCT FITTING WITH BALANCE DAMPER WHEN ACCESSIBLE ACCOUSTICAL FLEXIBLE DUCTWORK FULLY EXTENDED 5'-0" MAX. LENGTH ACOUSTICALLY LINED PLENUM BOX A- Z:)IFf=U,5EF CONNECTION 5CHEMATIC NO SCALE WI-0 �, I lqg REGISTER BOO ACCOUSTICAL FLEXIBLE DUCT FULLY EXTENDS 5'-0" MAX. LEtsk FLOOfP., FREGT15TER CONNECTION %5CHEMATIC NO SCALE 01 J F FIR 3 2 0 0 0 I, REPAIR AS REQUIRED ALL EXISTING DUCT NOTCHING, HOLES, ETC, THAT WERE PREVIOUSLY INSTALLED TO ACCOMODATE LIGHTING FIXTURES- IN ATE__r=XACT L.?CAT_ION cF_NUMIDIFE O EXISTINCx REGISTER AND ASSOCIATED DUCTWORK TO BE REMOVED. GAP OR REPAIR EXISTING DUCT TAKEOFF AS NEEDED. ATE --,-4 D CON- NECT -DUCT -EXI_5TING -- CT -A-N- G LA-f _ SUPPLE' TRUNK. 3. DELETE A EXISTING .. .. .. • A D UCTS 4 INSTALL NEW 5ATH EXHAUST FANS DUCTWOWAS RE QUI RED :. ♦r INATE EXACT DUCT 4 GRILLE LOCATION IN WITH ARCHITECTURAL RCP 4 LIGHTING RELOCATE RETURN GRILLE L OCATION AS SHOWN eY ARROW. EXTEND EXISTING 18xro RETURN DUCT AS REQUIRED. • r C ONNECT ♦ EXISTING DUCTWOFRK - •; O REPLACE EXISTING HUMIDIFIER UJITI -4 NEW. 1 0 ROUTE UPAND OVER, BEAM. AFF (E- OTTOM OF GRILLE). o l 2 3 4 5 2009 i J w w z z w 0 z w UC 0 fl w Z3 TO z u' a� mo fl oo� �- a Z, �fl o o ' W Z Z� dfl �z 1L ul ul z� wlu �d) au u � u! AC w� ux ul CL w w �- z� O 2 d� �p z� i ut CL 3:oz N � � w p` lu Q t) Q z i z� ul Z_ z z _ 0.. 1. REPAI AS REQUIRED ALL EXISTING DUCT NOTCHING, HOLES, ETC. THAT WERE PREVIOUSLY INSTALLED TO ACCOMODATE LIGHTING FIXTURES. TE EXACT LOCATION OF HUMIDIFIERS IN NEW #3ATH EXHAUST FANS 4 DUCTWORK AS BY CODE. INATE EXACT DUCT 4 GRILLE LOCATION IN WITH ARCHITECTURAL RCP 4 LIGHTING EX ISTING REGISTER AND ASSOCIATED DUCTWORK TO SE REMOVED. CAP OR REPAIR EXISTING DUCT TAKEO AS NEED ROUTE AND CONNECT DUCT TO EXISTING REC TANGULAR SUPPLY TRUNK, RELOCATE RETURN GRILLE LOCATION AS SHOWN f3Y ARROW. EXTEND EXISTING 18xto RETURN DUCT AS REQUIRED, O NOT USED. 01 CONNECT REGISTER TO EX15TING DUCTWORK. REWORK 500T AS REQUIRED. V REPLACE EXISTING HUMIDIFIER WITH NEW, (DROUTE UP AND OVER E�EAM- (D 02 (D Q ID 2009 Aq 1 s w ul z z w iu 0 c c� z w t-- 3 (1 w 0 zw C1 I -4 0 �z fy 7 fl Ck z ' u U � p a O u� Z =? L3 u- fL Z u.t .� to z wN z3: ux = u uj lu z w �i 0- z rwj w IL w 4 � II z <[ fk lu p r � 0z zu tL � zaz tu �z m z O d) � ww 0 Q z pz0 Oz3: zzw- 3 Q z 0 Schwab Renovation 458 VAIL VALLEY DRIVE, UNIT 1, VAIL, COLORADO M 4 a WITIN 4 F 01 N I # M •• 3 ON I" 61%W-11 1t:1 1QUITIN I ill 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCH ITECT /ENGIN BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECTS WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. PROJECT TEAM: ARCHITECT K.H. WEBB ARCHITECTS P.C. 7 10 WEST LIONSH EAD CIR., SUITE A VAIL, PH. 970.477.2990 FX. 970.477.2965 michael@khwebb.com CONTACTS: KYLE H. WEBB / MICHAEL CURRENT PERMIT ISSUE 0808.08 CODE: INTERNATIONAL BUILDING CODE 2003 t'ONING: SKI BASE RECREATION DISTRICT OCCUPANCY CLASSIFICATION: TYPE II-A, 1-HOUR OCCUPANCY: • BUILDING FULLY SPRINKLED THREE STORIES OVER BASEMENT DOUGLAS DURKIN DESIGN SEPARATION: A 001 39 ARKANSAS STREET 1 HOUR FIRE BARRIER SAN FRANCISCO, CA 94107 A 002 1/4" = PH. 415.255.0540 EXISTING/DEMO UPPER LEVEL FLOOR PLAN A 101 FX. 415.255.0560 1'-0" PROPOSED MAIN LEVEL FLOOR PLAN greg@durkindesign.com SYMBOLS: 1'-0" CONTACTS: A 103 1/4 = DOUGLAS DURKIN / GREG ELICH PROPOSED MAIN LEVEL REFLECTED CEILING PLAN A 104 GENERAL CONTRACTOR ' ' — 1 PROPOSED UPPER LEVEL REFLECTED CEILING PLAN A 201 SCALE VARIES - ELEVATIONS AND DETAILS Section Cut Reference Detail Area Reference SCHAEFFER CONSTRUCTION PO BOX 373 ' —a VAIL, CO 81658 PH. 970.845.5656 Elevation Reference Elevation Symbol CONTACTS: DENNIS THOMPSON A4 1 A �0 JON STEVENSON Detail Cut Reference Large Area Detail Reference ELECTRICAL ENGINEER: Al2131/1999 ARCHITECTURAL ENGINEERING Revision Cloud Revision Symbol CONSULTANTS PO BOX 8489 AVON COLORADO 81620 0 0 PH. 970.748.8520 FX. 970.748.8521 Grid Bubble Material Tag CONTACT: STAN HUMPHRIES PROJECT LOCATION: UNIT #1 N J _j - - ---- Ai T 4l f A14 X PAR�IN� if -4 GAR4GF "" DRAWING INDEX ARCHITECTURAL A 001 1/4' = 1'-0" EXISTING/DEMO MAIN LEVEL FLOOR PLAN A 002 1/4" = 1'-0" EXISTING/DEMO UPPER LEVEL FLOOR PLAN A 101 1/4" = 1'-0" PROPOSED MAIN LEVEL FLOOR PLAN A 102 1/4 = 1'-0" PROPOSED UPPER LEVEL FLOOR PLAN A 103 1/4 = 1'-0" PROPOSED MAIN LEVEL REFLECTED CEILING PLAN A 104 1/4 = 1'-0" PROPOSED UPPER LEVEL REFLECTED CEILING PLAN A 201 SCALE VARIES - ELEVATIONS AND DETAILS ELECTRICAL E1.0 ELECTRICAL PANEL SCHEDULE P R O J E C T : SCH Am ,I II; 000t Shaeffer Constructio A 11 13 2 0 . Q r_ J� CP P R O J E C T : SCH Am ,I II; 000t Shaeffer Constructio A 11 13 2 0 20'-0" 3 4 5 F = 1 G 26 T.O. SUBFLOOR co 11 -4 DEMOLITION PLAN NOTES: (1) WALL, DOORMINDOW, CABINET, EQUIPMENT, ETC. TO BE REMOVED, PATCH AND REPAIR AS NECESSARY PLANTER POWDER F202 J � I DECK GALLERY F DDO LJ L 7 -- T\ — — — — — — -- -- -- — — — — — — — — — — — --- it II If II — LIVING __ = - — — — — — — — -- R00M - — — — — — — — — — — - J;! KITCHEN < - - - - - - - - -- - F264 7 DINING F205] ' 4 — — — — — — — — — — — — -- - - - - - -I I — — — — — — __y DDO -A IF V I Im 4 I FN I cs 9 d N ----- - - - - -- BATHROOM #2 L l 2 11 NOOK F 207 V DECK .- --- - - --- I = �-- - - - - -- � � ! I ' r O -F - - DDO — — — — — — — — — — — — — - SNOW MELT SENSOR i /I / — — (� ( J) TO BE MAINTAINED BEDROOM #1 BATHROOM1#1 I BEDROOM #2 - - --- - OR RELOCATED F2 F2 — 2 F2 — 0 > L /N A\ 1. FAMILY — -- — — — — — — — - — — — — — — D IV/ PD 0 AD FD 0 I — — — — — — -- PLANTER I I I I r- /E3 + + --7r 1 7 Qll -- --- - - - - -- — — — — — — — — — -- — — — — --------- .- -.- -j_ - - — — — — — — ----- — — — — — — — - 011 7'-54211 9.-011 5'-01' 91-0.1 t 16 18 . -0 11 5 4 (�5 r, TING / DEMOLITION MAIN LEVEL 1 = 1' -0 20 20 H aE 0 0 o � co e-4 aE 0 0 � co e-4 Asa CAI LJJ <= 011 Cp, r-4 • Lw n. aE 0 0 X11 Asa • X11 EXISTING / DEMOLITION PLAN - UPPER LEVEL 1/4" = V-0 1, -40 co � c 0 m X11N C> i • daft AM L4J Cp, ton r.— 4-- ON cz— LAJ C> LAJ m X11N i • daft AM AIM m X11N O O O O O DEMO PLAN - MAIN LEVEL 1/4" = 1 ME !�E 0 WON*- 0 co a r AM LU o . dh UJ lia, soft rr C—) LU LU C> VY O O O O O DEMO PLAN - MAIN LEVEL 1/4" = 1 ME !�E 0 WON*- 0 AM dh soft rr Am E • m au 91 aE C—� 0 U co 01% r-4 LU c2p% I— LLJ cc LAJ L4J L�A N.W olz ()V col 000�e, �4 I VVII r- 1 4 P R O J E C T : D R A W N B Y D A T E : PERMIT 08.08.08 R E V I S I O N S : CD#I 10.01.08 11.04.08 m O O r 20' -0" 3 4 5 1 { { 20' -0" , 20' -0 L O ILT.O. SUBFLOOR s ') I at-f)" r - - - - GENERAL ELECTICAL NOTES: 1. ALL ELECTRICAL, DATA, AND PHONE OUTLET RECEPTACALS TO REMAIN IN AREAS UNAFFECTED BY REMODEL. NEW OUTLETS AS SHOWN IN NEWLY CONSTRUCATED WALLS. { 2. TYPICAL COLOR OF DECORA: WHITE - DRYWALL LOCATIONS BLACK - STONE LOCATIONS, VFY. 3. POWER AND LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER 2003 IRC { 4. ELECTRICAL WALK -THRU IS REQUIRED WITH ARCHITECT AT ROUGH -IN 5. VERIFY ALL FLOOR OUTLET LOCATIONS WITH FINAL FURNITURE LAYOUTS 6. VERIFY HEIGHTS OF RECEPTACLES FOR TVs WITH INTERIOR ELEVATIONS 44 v ry KYLE H. LIGHTING SYMBOLS { d Q RECESSED CAN LIGHT: n cill t`�1 WALL MOUNTED TELEPHONE OUTLET Q SMOKE DETECTOR ADJUSTABLE DOWNLIGHT I Q� COMBO. DATA /TELEPHONE OUTLET U DUPLEX OUTLET +18" U.O.N. o+ RECESSED CAN LIGHT: AD) ADJUSTABLE WOR SLOPED SPO TRIM R 2 RG6 COAXIAL Or QUAD OUTLET 'WAA SURFACE MOUNTED LIGHT FIXTURE $ SWITCH GROUND FAULT DUPLEX OUTLET, +42" U.O.N. 1 C DECORATIVE LIGHT FIXTURE 3 3 -WAY SWITCH DUPLEX OUTLET, HALF SWITCHED Lu Lln +18" U.O.N. 0 $ MULTIPLE SWITCH O DUPLEX FLOOR OUTLET AAA PENDANT LIGHT D DIMMER DUPLEX FLOOR OUTLET, HALF SWITCHED RECESSED LENSED SHOWER LIG T $ SWITCH IN JAMB EXISTING LIGHT TO BE ftEMOVE[� J N® INFLOOR DATA AND QUAD R HOMEWORKS KEY PAD POWER OUTLET O NEW LIGHT IN EXISTING LOCATI N INFLOOR DATA AND DUPLEX ® HOMEWORKS CIRCUIT DESIGNATION POWER OUTLET 24" HALOGEN UNDER CABINET L GHT A& BATHROOM EXHAUST FAN Ha HOSE BIB A EXTERIOR WALL SCONCE � BATHROOM EXHAUST FAN WITH HEATER © NEW JUNCTION BOX IA EXTERIOR STEP LIGHT { NEW NATURAL GAS LINE 44 v ry KYLE H. B d a[ n cill LAJ Q� LAJ U Lu C�r, • tJ Or C -(� tk Q v Lu Lln 0 a n • r — ® — — ,— — — — — — — — — — — — — — — — — — — — — — { PROJECT: DRAWN BY: D A T E : 08,08.08 REVISIONS: - - ° - -_ - (_------ ---- - - - -_J L_-- - - - - -° -- - - ---� { { I l 2 3 R EFLECTED 11 = 1' -0" MAIN LEVEL RELFECTED CEILING PLAN N,O KYLE H. B d LAJ LAJ • a C PROJECT: DRAWN BY: D A T E : 08,08.08 REVISIONS: - - ° - -_ - (_------ ---- - - - -_J L_-- - - - - -° -- - - ---� { { I l 2 3 R EFLECTED 11 = 1' -0" MAIN LEVEL RELFECTED CEILING PLAN N,O 2 3 4 5 ( REFLECTED CEILING PLAN - UPPER LEVEL 1/4" = 1% " --- (D 1 40 co Cr i 41 O'F 00 4' KYL H. 0 r�4 4— Am c. I.LJ cc LLJ ken O'F 00 4' KYL H. 0 P R O J E C T : D BY D A T E : 08.08.08 R E V I S I O N S : Am P R O J E C T : D BY D A T E : 08.08.08 R E V I S I O N S : CONC. ROOF TILES O/lx BATTENS O/NP MEMBRANCE0%"FRTCDXPLYWOOD, 8" RIGID INSULATION %y TYPE "X"GYP. -- STEEL PAN DECK PAINTED WOOD FASCIA CONT. BENT STL PLATE %' TYPE "X" GYP. -------- SPRAY APPLIED FIREPROOFING MEK4BRANE,TYP. ------- EF|SO/1" RIGID |SULATON.TYP. --------- %" EXTERIOR GRADE TYPE "X" GYP O/STLSTUDS ---- TYPICAL ROOF EAVE DETAIL REwOVcEXISTINGmnwmmOW — -- CUT ROOF BACK OVER BAY CONTINUE EXISTING UPPER FACIA ACROSS WALL REPLACE EXISTING WINDOWS WITH NEW FRENCH DOORS AND FRENCH CASEMENT WINDOW UNIT. ALL FINISHES AND TRIM ro - FLOOR LEVEL 2 29 Ak I V — FLOOR LEVEL 219,,� I V EAST COURTYARD ELEVATION - PROPOSEN % EAST COURTYARD ELEVATION - EXISTING � � P 0|E[T: D R AVVN By� D A T E : 08.08j08 o I &il AIM ':r" +— ~� � t-.,) 01, cc u C> � c� _ P 0|E[T: D R AVVN By� D A T E : 08.08j08 o I &il AIM P 0|E[T: D R AVVN By� D A T E : 08.08j08 o I &il ` N ~ . PANEL UNIT #1 IPROJECT SCHWAB GOLDEN PEAK PROJECT* 28936 MOUNTING: RECESSED SCHWAB GOLD PEAK UNIT #1 0 C 0 CO5 Demand Load Calculations Coll 04 01 LL go so to (pe_r NEC Article 220,Parls ' Remand Total MAJ General cc 10 1A% _g,yri Square footage 5000, ca n AEC PROJECT#: 28936 3000 ELECTRICAL PANEL SCHEDULES Refrigerator I EA X 1000, X 75W 750 Dishwasher 2: EA X 1000: X 75%; 1500, 2 EA X 1000 X 75%1 1500 ,'Disposal 21 EA X 1000, X 75% 1500 Clothes Washer 1: EA X 1500i x 75 1125 1 EA X 5000 X 100 5000 Jacuzzi Tub I' EAX X 75% Hot Tub I EA X 7500 X 5625 Mechanical isulernent �AirConditio 11 EAX 17000, X 75%, 12750 Furnaces 3 EAX 1200, X 100 3600 TOTAL 54750 208V, 3-Phase, 4 Wire Service 54750JYN 361 162'fAMPS 200 arng three phase service L4�" 2"C '----�----'--- ---/ PANEL UNIT #1 IPROJECT SCHWAB GOLDEN PEAK PROJECT* 28936 MOUNTING: RECESSED SECTION #1 !ENGINEER: SOH MAINS: i 200A MLO 0 C 0 CO5 Coll 04 01 LL go so to cc 10 1A% ca AEC PROJECT#: 28936 MIMI ELECTRICAL PANEL SCHEDULES ISLAND RECEPTACLE TRASH COMPACTOR REUSE EXISTING CIRGUffS AND CIRCUIT BREAKERS AS FELD CONDITIONS PERMIT. CALCULATED POV%ER FACTOR: CONNECTED LOAD AMPS DEMAND LOAD DEMAND AMPS APPLIANCES L_ 6000, 4500i 12! 0 4 ply MECHANICAL 9000 25 104001 29 1 90700 i 611551 16.7 PANEL UNIT #1 SECTION #2 PROJECT SCHWAB GOLDEN PEAK 'ENGINEER: �SOH PROJECTM 28936 !VOLTAGE: 1200A MLO 0 C 0 CO5 Coll 04 01 LL go so to cc 10 1A% ca AEC PROJECT#: 28936 MIMI ELECTRICAL PANEL SCHEDULES REUSE EXISTING CIRGUffS AND CIRCUIT BREAKERS AS FELD CONDITIONS PERMIT. CALCULATED POV%ER FACTOR: CONNECTED LOAD AMPS DEMAND LOAD DEMAND AMPS APPLIANCES L_ 6000, 4500i 12! , CDP 0 C 0 CO5 Coll 04 01 LL go so to cc 10 1A% ca AEC PROJECT#: 28936 ELECTRICAL PANEL SCHEDULES ti M M 00 O O N OT N 00 N N h- C!) M a a d c� I EXISTING STUDS AT BAY HINDOH TO BE REMOVED REMOVE SECTION Of EXISTING CONCRETE SLAB AT EXISTING BAY W I NDOH E T I N 5/4" ^ I t-on PORTION OF EXIST. ROOF OVERHANG TO BE REMOVED 12 ARCH. 1r���/ REINSTALL OR INSTALL NEH- - BENT PLATE AND PLATE TO MATCH EXISTING FASCIA. (FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND FABRICATION). 5 ,t BENT PLATE = 1/4" X8" PLUS PLATE LGG.... X 4" X 1 5" AT 5' -0" E T I N 2- 5/4" = i t -O' aE T I N a, 5/4 = 1 -0f NEW6 "X la OA. X15 /8" STUDS AT 1' -4" EXISTING CONCRETE BEAM AND SLAB EXISTING ROOF BEAM. FIELD VERIFY SIZE AND LOCATION NEW 6" X 18 OA. X 1 5/e STUDS AT 1' -4" OR MATCH EXISTING STUDS. PROVIDE 6 " X 18 OA. X 5" STUD TRACK CONTINUOUS AT TOP OF WALL EXISTING ROOF BEAM. FIELD VERIFY SIZE AND LOCATION NEW 6" 'X IS OA. X 15/8" STUDS AT 1' -4 " OR MATCH EX 1 STI NO STUDS. PROVIDE 6" X 18 OA. X 5" STUD TRACK CONTINUOUS AT TOP OF HALL BUILT UP BOX HEADER WITH (2) -6" X 0 OA. 5TUD5 PLUS (2) -6" X 0 GA. STUD TRACKS WITH SETS OF (4) - #10 TEK 50REH5 AT 12 ". 4 5 I I 201 -011 T 0 & OA. X 15/8" :K AT EXCH EACH NEW OPENING A • COD cu • ca LCD r 0o a. nr o a Qs c. c*. w cvi r-- f-d .c w Loon z C> J w Monroe & Newell Engineers, Inc. P.O. Box 1597 70 Benclunark Road, SW". 204 Avon, Colorado 81620 (970)949 -7768 FAX (970) 949.4054 Email: avan(a- 7macuoe- neweB.eom • 0 1701 Wrkaop Street, Suice 200 Uenvcr, Colorado 80202 ((303))G23 -4927 FAJC(303)fi23 -6602 Email: denve,{e.2monroc- newcll.com PO Box 295 619 Main Street, Suite #7 Frisco, Colorado 80443 (970)668 -3776 FAX (970) 668 -3789 Email: frisco romonroc- newell.com r H z PROJECT: 1128 DRAWN BY: CH DATE: 8/28/08 REVISIONS: FOR CONST. 8/28/08 IL PARTIAL MAIN LEVEL AND LOW R WIN