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Home My WebLink AboutB15-0246 plans approved � � � '.. � . �_ . � ` /► +► i ,r.r C�34'Si`rir; �71.'KI�(��°iry��' �°r)',•P�. ��f��t F� r;,t 186 Forest Rd �;, CtPj'{HU' tiv'��r�"c��t� t�w Sonnena{p . i: 1/4'�// 4 � � Witfcw�R� .._... a�. _.___ ____.,,. KEY PLARI -AR�A C�F ��V1�i�.t11Q1�� _ _ _ _ _ _ :,;�T TQ SCALE GENERAL NOTES 1.- DO NOT SCALE DRAWINGS 2: THE GENERAL CONTRACTOR FOR THIS PROJECT SHALL COORDINATE ALL WORK WITH SUB-CONTRACTORS. GENERAL CONTRACTOR SHALL ORDER ALL MATERIALS UNLESS OTHERWISE NOTED. ALL SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS&EXISTING CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIAL,NOTIFY OWNER OR ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3.- PLAN DIMENSIONS AT EXG WALL ARE TO FACE OF FINISH WALL,PLAN DIMENSIONS FOR NEW WALLS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. 4.- ALL NEW WALLS SHALL ALIGN WITH ADJACENT EXISTING SURFACES. ALL NEW WALLS WHICH REQUIRE PATCHING WILL HAVE THE NEW TEXTURE. PAINT ENTIRE WALL IF ANY PATCHING HAS BEEN PERFORMED. 5.- ALL NEW WALLS SHALL BE 4"(NOM)WOOD STUDS @16"O.C.(MAX) UNLESS OTHERWISE INDICATED WITH ONE LAYER OF e"GYP. BD ON EACH SIDE. 6: ALL NEW DOORS,UNLESS DIMENSIONED ON PLAN,SHALL BE CENTERED IN WALL WHERE POSSIBLE OR THE ROUGH OPENING SHALL BE PLACED A MINIMUM OF b"AWAY FROM THE NEAREST WALL. 7.- PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS,LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,CABINETRY,COUNTERTOPS, SHELVES AND RETAIL FIXTURES. 8.- ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR 9: THE G.C.SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING CODE&2012 INTERNATIONAI ENERGY CONSERVATION CODE. CODE COMPLIANCE IS MANDATORY, THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING ALL LOCAL AND REGIONAL CODES. � � �� -�,,�_:y _ ' ��° .r '`zti ��.'�,, f�� ,�,,,',,. ,,,,', C�� . . . �',, . I ' _ . .-1� "p�r, �� l .&3�` �r�l��..� '/� �"��'�'��0 �S :, � � � _'i 1lc11� y/i�1!�/�[� F��f , �MP€ � z >.� ��_ . �r Zd'"'/S.- / / L �� ,� a � ... �� . �3�S��C`a�l ��1/IEYV ��,��` ; (_ �, y �a��: _r_�_.. ..� �` " �y��'�` � _...__.._.. PROJECT INFORMATION ADDRESS/LOCATION: 186 FOREST RD. VAIL,CO OCCUPANCY/ZONING: NO CHANGE TO EXG BUILDING TYPE: R3 VB SCOPE OF WORK: NEW FINISHES ON FLOOR&WALLS NEW INTERIOR DOORS NEW KITCHEN CABINEfS NEW STONE FLOOR NEW WINDOW TO MATH EXISTING ONE NEW WINE COOLER STORAGE IRC 2012 �own of �ai� ��e . � � .�'' ��.�� `�+C-�,r� 1450 BRICKELL AVENUE SUI7E 2790 MIAMI,FL 33731 OFFICE:766-762-2260 FAX:786.7622357 RALONSO@LOGUER.COM W W W.LOGUER.COM 0 � � J � ` � � W � � MW � W O T � G PERMIT SET DATE:JULY 2 2015 PROJECT NUMBER: SUBMITTALS: BID SET I A.00 � � � � � � � � �i � 1 2 n U J / A 1 `-t /�. \ J /L 1 V A EXISTING LOWER LEVEL PLAN SCALE: 3/16" = 1'-0" NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. I . ' �.��_. . . � � >� �..�.�� ° "�/1 .�^��. � � � '�S ��~ LJCLr�1 �� 1450 BRICKELL AVENUE SUITE 2190 MIAMI.FL 33131 OFPICE:786-762-2260 FAX:786.7622357 RALONSO@LOGUER.COM WVJW.LOGUEFi.COM 0 � � J � � W �= 0 Q LL �0 � 0� 0 r � � PERMIT SET DATE:JULY22015 PROJECT NUMBER: SUBMITTALS: BID SET I A2.0 i I i � L'QLr�1 �� 1450 eRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFICE:786-762-2260 FAX:786.7622357 RALONSO@LOGUER.COM W W W.LOGUER.COM � \ � J � � � � W 0 Q �0 � CO 0 r � a PERMIT SET DATE:JULY22015 PROJECT Nl1MBER: SUBMITTALS: BID SET I < � A2. 1 o�� V�r� 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFICE:786-762-2260 FAX:786.762.2357 RALONSO@LOGUER.COM W WW.LOGUER.COM � \ � J � � � � W 0 Q LL tfl � 00 0 r � o- PERMIT SET �ATE:JULY 2 2015 PROJECTNUMBER: SUBMITTALS: A2.2 � � NORTH ELEVATION ��'�* � �� /.� / 7, 2,� -�s � `"; ,.�. EXISTING NORTH ELEVATION A NORTH ELEVAl10N SCALE: 1/8" = 1'-0" NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. �^�r� 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFICE;786-762-2260 FAX:786.7622357 RALONSO@LOGUER.COM W WW.LOGUER.COM 0 � � J F- � N Q W �= oa � � 00 0 r � a PERMIT SET DATE:JULY 2 2015 PROJECT NUMBER: SUBMITTAIS: BI�SET I A3. 1 � V�r�1 �� 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFICE:786-762-2260 FAX:786.7622357 RALONSO@LOGUER.COM W WW.LOGUER.COM .... ..... . . ., I � \ � J � � � � W � QLL �0 � OD � r � PERMIT SET DATE:Jl1LY22015 PROJECT NUMBER: SUBMITTALS: BID SET I ,� A4. 1 � � � I � A B C D 1 - _ - �� :�.,..i}�; � � ' � BATHR � � u to4 �tNANNY 2 _ _ _ _ o _o LOSET_ ipecial Outlet-Microwave Ove 103 Drawei L4 �� S 2 Ll — — — — L3 � o S, Special Outlet- �� —— Refrigerator Drawers ° � S L2 L2 � S ' Lt %1 �� J — — — — — o — S � L � L1 Ll � � o � \ � I F I � � � Sp�ial Outlet on _Special Outlet on _ Ceiling- Cool unit Ceiling- Cool unit Bicycle Rack Above 4 bikes) EXISTING GARAGE I I �1 j � � L1 � NEW LO PLAY RE I I I I I � I � L2 320 ^/FT� ��o I I Ll ° L4 � I I L1 �NINE COG Ll o �p I n I I o I `' LOFT A EA L2 �� Ll I I o � � I 0 o II S � 4 I -- I uP I � � � 5 — — — — — I EXISTING BATHROOM Ladder to Access L6 Attic Space I I Special Outlet on I I Ceiling- Cool unit I S I I , I I I I I I - — � — _— — - - - - FUTUREI R P.�N PLANTER \�� _ _ _ _ ELEVAT R �� PLANTE � � � � � I I I � ` �� \ � I I I I �� \ \ / \ i� - - - - - - - - / - - - - - - - \J ELECTRICAL PLAN 75�OF ALL NEW LIGHT HAVE TO BE HIGH EFFICACY A SCALE: 3/16" = 1'-0" NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. � TYPU FIXTURE DESCRIPTlON C�TY �� IEDRECESSW AOJUSTABLE � ACUALtD( L�J 3 i"�LE CU!PPERTURE IC RAiED.�OOLUMEN L2 LEQ RECESSED WALL WASH � ACINLUX 3 a"LENSED WALL WASH IC 43N 439N TRIM L� RECESSED DOWTLIGHT O 3a' SHOWER LIGHT IC RATED.SOW MR 16 IC4JN�a3YN TRIM PARADIGII LED L4 PL•PS•OGO�OiF�!-1�f24 60W WARf�A WhMTE . , . VOL?AGE 12 OR 24 BFiEAKERS 1 (SA�OR 1 i2.5A� i 11 ELECTRONC 2X3t Z77 VOITS L5 �TM F�N � L6 scontCE � ACCUALITE PQIYCARBONATE C.,�WRD FOR AN2 SERIES � . �r ,;` . .. :�. .�� /� °��,�'� ��7 `� ,. �t�j� t M- ;;, :� . { . �� ,: ""] , �rl � ',% �''��.. 1'GLr�.I'2 � 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFICE:786-7624260 FAX:786.7622357 RALONSO@LOGUER.COM WNM/.LOGUER.COM ■ � ` � J � C (� L W �=- � �� WM ' W O r � o- PERMIT SET DATE:JULY22015 PROJECT Nl1MBER: SUBMITTALS: BIO SET� A9. 1 �� _ � I � A B � - - - � � � � L II - -�. . � — ! � � L � I J 4 5 6 ' - -- - -- -- - A ATTIC ELECTRICAL PLAN SCALE: 3/16" = 1'-0" NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. ..� 75� OF ALL NEW LIGHT HAVE TO BE HIGH EFFICACY TYPO FIXTURE DESCRIPTION QTY �� LED RECESSEB ADJUSTABIE O ACUALiIX 3:'ANGLE CUT PPERTURE IC RATED.700LUMEN L2 �.EO�cessEO wn��wnsH � AClY1LUX 3�"LENSED WAII WASH IC 43N 439N TRIM L� RECESSED DONRJUGHT O 3�'" SH01NERlIGHT IC RATED,50W MR 16 IC4JtJ�432N TRIM PARADIGI�E lED L4 a�.-ps-o�aoira-izna eow waRFawrr� . ,. _,... , VOLTAGE 12 OR 24 BREAKERS 1 (SA�OR 1(2.5A� (i i EIECTR�NC 2X3?277 VOLTS L5 �n'F�N � L6 �4�� ACCU+4LITE POIYCARBONATE GItARD FOR AW2 SERIES V%:I.r-� 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 OFFlCE:786-762-2260 PAX:786Jfi22357 RALON50@LOGUER.COM W WW.LOGUER.COM . � ` � J r C (� L � � W 0 �� Mi�I � W OM r L�i.� � �;,''`� �'°` - �� .�� / ��.�� PERMIT SET ��% DATE:JULY 2 2015 +"= ��,�� PROJECT NUMBER: �� SUBMITTALS: . � . � BID SET� .7 Z� 'i1 _,_____ L,'`�_ A9 .2 o<� �� _ � I I New operable window in bathroom and Nanny A B C D E Clos - match existin window color G ' i 1 _ � -_ '__ _'_ - - _ - New doble wall to hid '6�--- ' -4��2�� -' sliding door � � B THR ' ' � ' I � 104 NANNY I I I � — — — 7'-0 1 2" _ 2'-2" CLO 3ET '-0 1 2" _ _ __— — 1-0 1[^�'_ �_� � � — 1 � A4.1 — — — 3'-T172" - �� _ — — — — — — — 4'-11 1 I - Existing sliding door L _ _ ,-� , I I I �- — s��— — -� — — — i — __ _- -� — — — — 4,_ , 2„ Bicyc eIRack � _ _ � Above[4 bikes) I r I � � I �I EXISTING I 8'-31/2" � � � I � � I I NEW LO PLAY AREA � I I I ' I I � = 320 /FT I I I 2�-S, 2�� '- � - i Ladder to Access � i I Attic Space � �� l'-9 1 2" 2'-0 1� 1'-� 2'-41/2" ,,I , „ 21 6'-S" I;I WINE CO LER I ', 5'-51/2" q I I I � 'I �� I I 0---- � - � - - - - - - i - LOFT A EA 6'-4 /2' 101 �il - - _ - I I ! I 5'- 1 _ - - I i I i ' C i — =_= i �P i — i -_� --- _ i - I I I FUTUREI I .Jr�________ _ __ ___ _ _ PLANTER P�N PLANTER \�� ELEVATOR � � � � � �� EXISTING PLANTE � ` ALL NEW WALLS SHALL BE I I gATHROOM I � `� �`,, 2X4 WOOD WITH 2"GYP. BD,I � � �� MIN EACH SIDE, U.N.O. I I I I I �� \ \ �� ' � \ A /L \ U - - - . _ - - _ _ - - - I I I C� CONSTRUC110N FLOOR PLAN — LEVEL 1 SCALE: 3/16" = 1'-0" NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. I I L.7%I.r� �- � 1450BRICKELLAVENUE ' � SUITE2190 - MIAMI,FL 33131 � � �� . OFFICE:7BS762-2260 - . . FAX'.786.7622357 RALONSO@LOGUER.COM W W W.LOGUEF.COM / � �,�°.,�`��a:: �; �'- 7 � �S �t.,�_ i _�;�, i _ Electrical Power for 0 bicycle rack � J r C � Q W � LL Q W ' Open wall � Q T li n��t`�,��=� _ — ��. �� Z�� s �.�...�. -�, r._'+i-.-, .., � r,=;,-,�r i,�,: PERMIT SET DATE:JULY 2 2015 PROJECT NUMBER: SUBMITTALS: BI�SET� Cl . l o= � � � - Open Wall for Operable Window I /`'L) \/ � 2� � Open Wall to merge area Close existinq door 3 Cut and Demolish wall LOFT I� II �J - I�— -- -- -- -- ---I � � I � J — — I � EXISTING I BATHROOM i � ��,: � � i � � � 6 D 1 DEMOLITION FLOOR PLAN - LEVEL 1 SCALE: 3/16" = 1'-0" � -a- - EXISTING GARAGE �� STORAGE I � __— \ I � I '.__ '.- I .— — _ — - - - - � I EXISTING GARAGE � I . I I I ' ��P � -- �- �� pi � EXISTIN6 /''>�„ �— -- —p��{�-- — \�—�� — l � � I. . / �\ �\ \\ � � � � � � � �' �� / � � � � � , � � I �� ; � � � � �', �'� � I I � 0 � — —� emolition � � '� � /�` % QW WB�� a �,��,,`�. , _,_� �.:. .��;� � Open Wall to creat Open Access to Wine Cooler Cellar `�rcu-�i � 1450 BRICKELL AVENUE SUITE 2190 MIAMI,FL 33131 �OFFICE:786762-2260 FAX:788.7822357 RALONSO@LOGUER.COM W W W.LOGUER.COM , , ; : � � . 0 � � � N ` W �= � Q 7 � O r � _ _ _ .� 7 - �Z�' %r �%t_.. 4 _� � � , F r�,� PERMIT SET DATE:JULY 2 2015 PROJECT N1IMBER: SUBMITTALS: BID SET I NOTE: NO EXTERIOR WORK WILL BE PERFORMED WITHOUT DESIGN REVIEW APPROVAL. D � • � n�m..�,,.� ,�„�m� ELECTRICAL LEGEND (NOT ALL SYMBOLS RE�UIRED FOR THIS PROJECT) � REGESSE�ORSl1RFNCE�OWNLIGHT Q-I WALL MOVNTED LIGHT FI%TURE � RECESSED FLU00..LIGHT FIXTURE � St1RFAGE FLUOR.LIGHT FIXTiIRE I FIXTUftEDE51GNATIONS' � UPPERCASE�FIXTURETYPE LOW ER CASE-SWITCH OESIGNATION � SHApING ON FI%TIIRE INDICATES EMERG.OATfERV BACKUP �� FLl10RESGENT STRIP FIXTURE �--�1 TRACK LIGHT AS NOTED OR SGHEDULED � WALL WASHER �+Q POLE-MOUNTE�FI%TURE ❑ POST(BOLLAR�)FIXtURE � STEPLIGHT � CEILING Oft WALL MOUNTED EXIT LIGHT � EMERGENCV BATTERV LIGHTS � OLIPLE%RECEPTACLE�10'UNLESS NOTE� � DWBLE�UOIE%RECEPTACLE�18'UNLESSNOTEO QQ FLUSH FLOOR OUPLEX REGEPTAGLE � SPECIAL OUTLET AS NOTED � DUPLE%RECEPTACLEHALFSWITCHE��1B'UNLESSNOTEO � POP-UP RECEPTACLE Q TELE-POWERPOLE � MULTI-OUiLETPLUGSTRIP J�JO JQ-i JUNCTION 00X IN FLOOR,CEI�ING OR IN WALL m♦ COMPUTER/rELEPHONE OUTLET IN R00R OR WALL � TElEVISiONOIITLEf O TELEPHONE BACKBOA3iD CONpUIT RUN CONCEALED IN WALL OR ABOVE CEILING ---i GIRGUITHOMERUN --- GON�UR RUN BELOW FLOOR OR GRA�E ] CON�UITSTIIB-UP-CAPBMARK $ LIGHT SWITCH AT AB'UNLESS NOTE� SUBSCRIPTS' 2=2-POLE SW RCH 3=3-WAV SWITGH 4=6-WAV SW ITCH M-MOTION-OPERATED SWITCH K=KEV-0PERATED SW ITCH TO=THERMAL OVERLOAD SWITGH P=SW ITCH WITH PILOT LIGHT Q OIMMERSW�TCH WI WATfAGE Q PUSH9l1TTON CONTROlSTATION �C PHOTOELECTRIC CELL TS TIMESWACH � THERMOSTATAT80'UNLESSNOTE� e �IViS10N 15 E�UIPMENT Q FOOD SERVICE EQUIPMENT COMMUNIC/TION SYSTEM QS 05-I SPEAKER IN CEILING OR WPLL ❑V-i VOLUME CONTROL AT 60"UNLESS NOTEO OM a MICROPHONE OUTLET IN FLOOR BO%OR WALL OC-i CALL-INSWITCH QB PROGRAM BELL �I INTERGOM o ��K ❑A AMPLIFIER ABBREVIATIONS AG -ABOVECOUNTER AFF -ABOVEFINISHEOFLOOR AFG -ABOVEFINISHE�GRA�E AHJ -AUTHORITVHAVINGJURISDICTION AL -ALUMINUM CU -COPPER ec -e�ecrRicucoNranc�on EM -EMERGENCY GC -GENERALCONTRACTOR GND -GROUN� GFI -GROUNDFAULTINTERRUPrER MC -MECHANICALCONTRACTOR NIC -NOT IN GONTf2ACT NL -NIGHTLIGHT NTS -NOT TO SGALE PC -PLUMBINGCONTRACTOR REF -REFERENCE UG -UNOERGROUN� UNO -UNLESSNOiE�OTHERWISE UTP -UNSHIELDE�TNISTEOPAIR WP -WEATHERPROOF XFMR -TRANSFORMER �18' -MOUNTINGHEIGHTTOCENTERLINE OF DEVICE AFF OR PFG FIRE HLARM SYSTEM �FACP FIRE flLARM CONTROL PANEL FNN FIftElLLARMANNUNCIATORPNNEL Q FIREALARMPULLSTATION � H1ARM HORN OR SPEAKER �� COMBINATION HORN/STR09E OR$PEAKER/STqOBE •H THERMALHEATOETECTOR •I SMOKE/IONIZATIONDETECTOR •P PHOTOELECTRIC SMOKE DETECTOR M•,MH�iP HE�1iIPHOTOELEGTRIG SMpKE OETECTOR uu OUCTOETEGTOR Q SPRINKLERSVSTEMFLOWSWITGH M SPRINKLERSVSTEMTAMPERSWIiCH �- STROBE QSMOKFhIRE�AMPERCONNECTION . REMOTE INDICATOR LIGHT SECURITY SYSTEM O CONTACTDOORSWACMINJAMBORHINGE P�J MTRUSIONMOTION�ETECTORFSSPEqFIFD,CORRIDOfLR00M CORR ❑K KEV-OPEMTE�AGGESSSWITCH �0 SURVEILWNCECAMERA -� DISCONNECTSWRCH �J' FUSES CIRCUIT BRE4KER �v�d- GURRENTTitpNSFORMER �� TRANSFORMER nlvV� � METER � MAGNEfICMOTORSTMTER � �ISCONNECTSWITCH �� PRNELBORR�ORLOA�CENTER.FLUSHORSURFACEMOUNTED � $WIiCH90AR�,MOTORGONTROLGENTEltOR�ISTRIBUTI0N80MD QT TRNNSFORMER �I�� crtourvo 0 CIRCUITBREAKER � MOTOR OURET ATS AUTOMATICTRANSFERSWITCH ELECTRICAL SPECIFICATIONS General Requirements �� SCOPE: Furnish all materials and labor required to execute this work as indicated on drawing and as specified,as necessary to complete the contract. Electrical work shall include,but not limited to,these major items: A. Complete wiring system for new lighting and power as shown, including new panelboards,new conduits,new wires,new winng devices,new control devices,etc.for a complete lighting and and power system. a. Complete feeder(s)installation as required for new and/or electrical apparatus as shown on single line diagram and drawings. 2. Complete provision,installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. 3. Provide grounding and bonding Facilities. 4. Test of entire system and work. 5. Operating,Maintenance and identification instructions manuals,if any. g. PERMITS AND FEES: Obtain and pay for all necessary pertnits,inspec- tions,examinations and tees or charges necessary for execution and completion of elecMcal work. 7. REGULATIONS AND CODES: A. Applicable codes:National Electric Code(2014) Contortn to the prevailing edition and amendments thereto of the Frisco and Summit County Electrical Codes,pertinent NFPA publications and to the requirements of Federal,State or other City agencies having jurisdiction. 8. CONDUITANDWIRE: q CONDUCTOR SIZES AND TYPES: For sizes#1/0 AWG and larger,use copper THW or aluminum XHHW. For sizes#1 AWG and smaller,use only copper wire with 600V insulation,types TW,THHN,or THW-stranded in sizes#8 and larger,solid in sizes#10 and smaller. Control wiring shall be#14, stranded. Provide a minimum#8 wire per EC drawings. '�. � !:.:. . '�</��`�C �-.�y'N E 7 [,...�? "t.i�. PANEL B-RELOCATE PROJECT:1fl6FORE5TROAp ENGMEER�. SOH PROJECT#:15060 V OLTAGE�. 120i206V.1 P.3 W MOUNTING�.RECESSED MAINS�. ]OAMLO TVPE�.�O RESIDEN1l4� /+�C. 10K PHASE PHASE DESCRIPTqN A 8 BKR P CF2 CIR P BKR A B DESCRIPipN SPACE 0 1 2 1 20 12I1� LIGHTS LEVEL 1 GFI 180 20 1 3 4 1 20 18� BATH OUTLETS APP 1200 20 1 5 6 1 20 900 BATH LIGHTS MICROWAVE 16I0 20 1 l 8 1 20 1000 OISPOSAL DISHWA H 1 9 10 1 20 1500 S ER 1200 20 WMECOOLEREVAPBCOND OUTLETS 900 20 1 i t �2 1 20 360 BIKE F2AGK LIFTS(2) REFRIGERATEO DOOftS �200 20 1 13 t4 0 SPACE DINNGROOMREC 1500 20 1 15 16 0 SPACE LNING ROOM REC 900 20 1 1] 18 0 SPACE 9EDROOM REC 540 20 1 19 20 0 SPACE SPACE 0 21 22 0 SPACE SPACE D 23 20 0 SPACE 0 25 25 0 0 21 28 0 0 29 30 0 0 31 32 0 0 33 34 0 0 35 36 0 0 3] 36 0 0 39 40 0 o ai az o LOADCALCULATIONSUMMARV NOTE-PROVIDEARC-FAULTCIRCURMTERRUPTER.COMBINATION-TVPECIRCUlfBREAKERSFOftBRANCH CIRCURS SUPPLVMGALL 12[lV POWEROUTLETS AS RE�UIRED BVCODE CAL(:ULATED POWER FACtOR: RELOCATE EXISTING PANEL"B"TO GAR4GE NEXT TO MAIN PANEL.REWORK E%ISTING FEEDERAS REQUX2ED 0 98 LOADS REMpVEO INCLU�E:COOKTOP.DLSPOSAL.UC REF. GARAGE DOOR&[3)WME GOOLERS.TOTA�OF 8000 WATTS REMOVEO �,d"°��-.��"':a LOADSADDEDMICLUDE�.REFDRAWER.MICROWAVE.WNECOOLERB � , �'_ (2)BN(E RACK LIFTS.TOTAL OF 5.500 WATTS AODED '+� '� NET LOAO REDUCTqN IS 2.500 WATTS. ��J"iX_%�- CONNECTEDLOAD CONNECTEDAMPS DEMANOLOAD DEMANDAM_PS �" ,,.,,,,,,, naa�wNCes o 0 o a LIGH11NG8RECEPT. 129J0 62 6416 Ji MECHANICAL 1500 A 1815 11 KfiCHENOVENBDRVER 0 0 p 0 TOTAL 14430 ]1 8351 42 REWORK EXISTING PANEL B PER SCHEDULE THIS SHEET. REST IS EXISTING TO REMAIN. UTILITY I I I TRANSFORMER MAIN DISCONNECT 8� CTS AT PAD MOUNTED EXTERIOR 400A, 120/240V, 1 P, 3P ELECTRICAL ONE-LINE DIAGRAM NO SCALE NOTE:PROVIDE SHORT CIRCUIT BRACING TO MEET FAULT CURRENT LEVELS NOTED ON ONE-LINE AS"X AFC",WHERE X IS IN AMPS. SERIES RATED CIRCUIT BREAKER COMBINATIONS ACCEPTABLE;SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. � � C m � � U N�� = 2od N V1NN C mp� o m000 (� "a`o^m Q7��OiiO C _m¢LL U �� V� � C �F��V 07�pNm'W LC . JNc m f0 WtbOri 3 �m�m U '- �O � U0�6 ` �am� Q � `a°""_ R. )�R � Ja a.. ^.n�, sy,ac � O � LL 5 L v/ � I� � OI I li O W � W �� AEC PROJECT#: 15070 DATE: ISSUE: 6/9/15 PERMIT � 0 O J O U J > SOH I AEC I ELECTRICAL ONE-LINE &PANEL SCHEDULE E1 .0 1 of 1 tmwdt N��.'�RCnaY Mlmk mNU�WR I I I I I , . � � - - - - -� - - - - - - - � , , � , 1 --------�----{- -------- - - - - EXISTI G�X6 � � ��'_�� 11 � I INTERI�R BEA IN I I ' '�� I.I� STUD 1�IALL � ' _ _ _ J � � �'' I � � �° �� _� �`�� i �2�------�-----� - - - - -- - � �— -� �, �, — - Q U. 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I I I �I I I l� I ' I Sf�WGUT EXISTI �A$ ' � �XISTIt�G�X6 AI�D FOOTING AN I�ISTALL I I � IfµTERIC�R BEARIN6 I I NE'�W 3'—O" X 3'—O" 10" TUD Y�ALL � ' ---------�- � �----I--- ----- -- --- - �-- ---- ---- ---�-- --- ----- ------- ' — -- ------------ --- � , � -------------- --- EXI TIN6 I G LUMHS I FO�ING L � � i I I ( � � ! I � � � � � ' � � �--------- ---- --- --- ---- � ----- - -- -- ------- - �� _--„�------ ------------ ------ — r r-- � � . -----,----------- � - ---- � ------------�--------- �---- - - --------------- i i � �, i i i i i ; � , i i i i i ; i i i i � � i i i i i i i i '� O- � , � 6 ' ---- ' -- _" �''__'__1_____ ' _ ' ' _ ' _ _ _ ' _ ' _ _ � _ J-__-'__'��__-___"_"_ �_ '___ __ _L___ __ __ __ -_ __ _' __ __ -_ _' __ _, I � T T f C � l� l� I T f 01�1 � O l�l�l 1� � T � 01�1 �� 1�1 3/Ib" = I'-O" Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. P.O.Box 1597 VAIL, CO. 70 Benchmazk Road,Suite 204 Avon,Colorado S 1620 (970)949-7768 FAX(970)949-4054 NO.#9528 EMAII.avon@monrce-newell.com 7 - �� S� !J / . TTTLE: FRAII�IING DETAILS DATE:6-17-2015 SCALE:1 1/2"=1'-0" DRAWN BY:AVN S2 . 1 � � � I 5� C�--------�-----{- --- — - � � � ' EXISTI G Xb � � INTER�_ EARING �J ---- -_—__--�-- _- ----- -----I---��TUD I L I M i� i I i 53.� I II, ( � � � � � � � �' -—--—-- --—--— - --—--—-- -- --—-—---}- I I J � i NEW (5��X6 � , GOLUM, m I I W I I � z 53.1 � � � � I EXISTI�`}G�X6 INT�RIOR BEffiRING ' 5TUD LL �------- � ----- � � ( I I I I I I I I I 4 -------- ----- --- --- ---- ----- r � � a5 I I --------- i------i------------- i - -- I I I , I I I I� I I s�----------- � I � � NEW �i I/�" AT I'-4" E F �G � � � � , � -- ---------- --------------- �- �--- -------------------- - � ; � � � � � � � � ( � � � EXIST N6 INTERIOR � BEAR�NG STUD WALL ( � - ' -------- ----------------------- — I/6000 � � ( � � � � I, I 53.1 I ( � ( NEW (3)-I�" LVL ABOVE I FOR �Q.TTIG AGGESS \I DOOR WITH (3)�Xb � � GOLUMNS EAGH END � �HT QF WA�L � � ( ( � ( I i I i ( 1 _ __ ' _ _____-_____-__-__-__-_____ ' --r-------- - - -_-----_--- r - ; i i I I I , , I I I I I I , � -----�-------------�-----�---------- I I I , � ----�------------------------------------�- � T T I C � � 00 i� � -'�1"� I 1�1C� fi� �l�l 3/16" = I'-O" Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. P.O.Box 1597 `%A�� CQ. 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 (970)949-7768 NO.#9528 FAX(970)949-4054 EMAII,avon@monrce-newelLcom TITLE: FRAIVIING DETAII,S DATE:6-17-2015 ��. %- 2� , s � SCALE:1 1/2"=1'-0" � DRAWN BY:AVN S2 •2 i� GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. TYPICAL FLOOR 8. ATTIC FLOOR C. WIND MAXIMUM WIND SPEED EXPOSURE 40 PSF 48 PSF 130 MPH B D. LIVE LOADS ARE REOUCED PER CODE IF APPLICABLE. E. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. FOUNDATIONS A. THE ALLOWABLE SOIL BEARING PRESSURE FOR EXISTING FOOTINGS ASSUMED IN DESIGN IS 2000 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACIN IS EQUAL TO OR GREATER THAN ASSUMED. 3. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHIN6 CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAIIS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REfER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBIE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 3. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 2500 psi STD --- --- B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. C. SLABS AND FOOTINGS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 4. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. Monroe & Newell Engineers,Inc. P.O.Box 1597 70 Benchmazk Road,Suite 204 Avon.Colorado S 1620 (970)949-7768 FAX(970)949-4054 EMAIL,avon@monrce-newell.com 5. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 6. WOOD A. ALL FRAMING LUMBER SHALL BE DRV DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER S' ON CENTER FOR ALL 2X WOOD 70IST5. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR NPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FLOORS SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 5. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. G. PREFABRZCATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 758 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 7. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE NPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. ROJAS FAMILY RESIDENCE RENOVATION 186 FOREST RD. VAII., CO. NO.�i9528 S. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 8. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTElS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILIN. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLE55 SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. E. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALI BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. a�-^`i ia��- Y�� TITLE: GENERAL NOTES DATE:6-17-2015 SCALE: f ( . /� ��. s" C.r- ._.m � DRAWN BY:AVN s3 .a 0 EXISTING�X6 BEARI� STUD WALL W I TH GYF SHEATHING EAGH SID (5)2X6 GOLUMN EAGH END OF NEW HEADER S � CT � �,�� _ ��_o.. Ol�l 2 _OOR NEW ATTIG FLOOR SHEATHING EXISTING�X6 BEARING STUD WALL WITH 6YP. SHEATHING EAGH SIDE :I/60 �X6 X 3'-O" NAIL TO Z JOIST EAGH SIDE OF EAGH SIMP�.�ON EXISTING STUD WITH IOd X� I/2" 1VAILS AT 4" FOR SUPPORT OF LVL BLOGiGING Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. P.O.Box 1597 `%A�� CO. 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#9528 FMAii.avonQa monroe-newell.com NEW G I/�" BGI/60 ATTIG FLOOR JOIST AT I'-4" WITH SIMPSON IUS HAN6ER I 3/4" X G I/�" LVL BLOG�GING BETWEEN STUDS S � C � I 01�1 � �,�� _ ��-o., TITLE: FRAI�IING DETAII,S DATE:6-17-2015 i..��+�� -7- z� �j . �. �. SCALE:1 1/2"=1'-0" � DRAWN BY:AVN S3 . 1 NEW SLIP JO EXISTING GONGRETE 5LAB-ON- GRADE / NEW (5)�Xb GOLUMN IN EXISTING�X6 STUD 1NALL T�2EATED SILL PLATE a a ��'��A0V � � ° ' , � , � � q � � � � ��\��`��V�V Q�, " a � ?� � 4 � a � ��0 � � . . - . . � o ��\\� � . Q . �d° � . - - ° . ' a' d `��`�� ° � � _�� :. � _ � � ° � � � ; — , a a. � < —I I I—I I I� o m ° e � . Q. a, � �:�� ° ° ° Q ° ° o aQ o —I I I � . � � ° .—� I � ao a I: J III�:''� ;I I � m (4)—�5 EAGH WAY NEW GONGRETE FOOTING RE� PLAN FOR SIZE S � C T I 01�1 � � �,�� _ ��-o.. Monroe & Newell ROJAS FAMILY RESIDENCE RENOVATION Engineers,Inc. 186 FOREST RD. r.o.soX is9� VAIL, CO. 70 Benchmazk Road,Suite 204 Avon,Colorado 81620 FAX(970j 949-4054 NO.�19528 EMAII.avon@monrce-newell.com EXISTING�X6 BEARING STUD WP.LL WITH GYP. SHEATHING EAGH SIDE S� C T I O1�1 � �,�� - ��_o.. t.+'°s�,�.-, .7 - 2� (s . � < �- NEW ATTIG FLOOR SHEATH I NG NEW �i I/�" BGI/60 ATTIG FLOOR JOIST AT I'-4" I 3/4" X �i I/�" LVL LEDGER NAIL TO EAGH STUD WITH (3)-IOd X 2 I/2" NAILS TITLE: FRAMING DETAII,S DATE:6-17-2015 SCALE:1 1/2"=1'-0" DRAWN BY:AVN S3 •2