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HomeMy WebLinkAboutB18-0225_REV1 Approved Plans_1540502073.pdf 11 OFfill ! ELECTRICAL PLAN NOTES ELECTRICAL LEGEND i O DUPLEX RECEPTACLE @ 18" A.F.F. 1; PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE "F 007 DETECTORS WITH AUDIBLE ALARM IN ALL SLEEPING +440 DUPLEX RECEPTACLE @ 44"A.F.F. 10/25/18 AREAS. PROVIDE BATTERY BACKUP AT HARDWIRED DETECTORS TYPICAL WITH SIGNAL EMITTED TO INDICATE no GROUND FAULT INTERRUPTER LOW BATTERY. DUPLEX RECEPTACLE @ 44"A.F.F. PROVIDE GFI OUTLETS IN KITCHENS AND BATHROOMS AS 0NP WATERPROOF DUPLEX @ 18" A.F.F. REQUIRED PER LOCAL CODE. O 220V DUPLEX RECEPTACLE 220v ELECTRICAL OUTLETS TO BE INSTALLED PER CODE, VERIFY LOCATIONS WITH OWNER.INSTALL GFI OUTLETS III FLOOR RECEPTACLE WHERE REQUIRED BY CODE. = SWITCHED OUTLET FLOOR OUTLETS TO BE COORDINATED WITH OWNER AND INTERIOR DESIGNER. I . DATA PORT VERIFY EXISTING POWER SOURCES IN FIELD. —0— GARAGE DOOR BUTTON ALL ELECTRICAL TO MEET CURRENT LOCAL CODE SWITCH REQUIREMENTS. 0 � DIMMER SWITCH COORDINATE ALL DATA, PHONES,CABLE/SATELLITE AND SECURITY NEEDS WITH OWNER. L- IGHTING CONTROL SWITCH COORDINATE ALL FINAL POWER AND LIGHT FIXTURE LOCATIONS WITH OWNER. M- ULTI-POLE SWITCH PROVIDE ADJUSTABLE CAN TRIMS AT SLOPED CEILINGS —69— MOTION SENSOR a a a VANITY LIGHT © PENDANT LIGHT FIXTURE 0 FLOOR-MOUNTED RECESSED LIGHT - © WIRED PUCK LIGHT d 7 I - I I I PICTURE LIGHT I °�,_ - .,2'-0"/ 5' 5" /2' 0"/ 0 RECESSED4" CAN LIGHT FIXTURE (TYP) ' . a ° - �_- -�� � � - - - _ '° Iy——fl Iy--ifl I� - 1 14,-1f1 144-1f1 I ° O WP 4"WATERPROOF CAN LIGHT 2'-6" 4' FIXTURE (AT SHOWERS) Zo -6" 4'-6" 4'-6" 2'-6" �, — — , N / ��y / \ � �� .i • CB COVERED BULB CAN LIGHT FIXTURE \ �\ _ /�\ _ _ /�\ /� \ (AT CLOSETS) \ \ / `r; CHANDELIER / 1 N En I GUEST BDRM 1 I I GUEST BDRM 2 ED a \\ // \ \ C- EILING MOUNTED FIXTURE \ \ 0 00CEILING MOUNTED FIXTURE W/FAN REC ROOM 9 . I \ r . _., / mg WALL WASHER / . . a z-",-) s;c 7 ,.... \ iD I o ® li. J WALL MOUNT LIGHT FIXTURE (SCONCE) r ' ® �Q. 0 WALL MOUNT LIGHT FIXTURE (SCONCE) En � , ii // y"v - �• WITH HIGH-EFFICACY BULB K? � II ��/ � � BATH �� . . L.E.D. _ _ UP_ _ \I d In /0 ,,11 vitoc, in - .:1 ' �� �cn �/ �� ELED.UTILITY LUMINAIRE - CTRICIAN TO SUBMIT SPEC TO DN INTERIOR DESIGNER / *all /„ It/ Co i r---L.E.D.,_ L.E.D FIXTURE, MOUNT ON HEADER r ABOVE DOOR,U.N.O.- ELECTRICIAN TO SUBMIT SPEC TO INTERIOR DESIGNER _N cou 7/ 3'-6" � — — — °' \ \ I 0 s-c 'I ? i b 3 00 ° ° 4 6 \� —LED—LED—LED— L.E.D.RIBBON ' ) \ \ BATH 1 — — / 0 0 o UNDER-CABINET LIGHTING 1 rd �\ A� - ( o `DINING EXHAUST FAN - M O // �� / KITCHEN 1 SMOKE/CARBON MONOXIDE Co )j T — n I \ 1 0 ® DETECTOR: HARDWIRED TYPE 0 Nan 0 N 7N - _ \ - / LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT (E) PATIO I 0' - (E) PATIO The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond M / ( a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect O ° 0----c.)—(17---3— ABOVE O . \v shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any \ \i„ \\ _ it responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in ,,. contradiction to the Architect's work product or recommendations shall become the responsibility not of the Architect,but of the - ° MUD1 parties taking said action. 6"\ i 1 - 2 -10n 2 -8" 2 -8" 1'-0', LROOM i,-) COPYRIGHT ©2017 RUGGLES MAGE STUDIO,PC. / �' «� - The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � wP �i .� r [3, \ information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any cp method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with \ RII 0 uggles Mabe Studio,PC without prejudice. Visual contact with these plans shall constitute prima facie evidence of the DEN BATH ) acceptance of said restrictions as they apply to the entirety of the information contained herein. ` H \ I _ I '41111\ -I, �P �4 co O 0 0DONALD S T U D I 0 H. \ �, ' A ARCHITECTURE & INTERIOR DESIGN a ; Z I 1 450 EAST 17TI-I AVE , PH 2 RUGGLES \ DEN DENVER , CO 80203 - 1254 � B-1441 �V I I TEL : 303 - 355 - 2460 \ FAX : 303 - 355 - 2546 �.SFD ARG \� � T, • \ www . rugglesmahe . cam N , ,, )c---- \ �. PROJECT ,, l INFORMATION: o _ =-72' MILIAS CONDO i' /2'-0"/ 7'-2° )'"Wi.'— 2'-0" 11 413 GORE CREEK DRIVE ,fl4 UNIT #15 VAIL, COLORADO 81657 dL DRAWING TITLE: LOWER LEVEL & FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" NO. ISSUE DESCRIPTION: DATE: ARCHITECTS PROJECT NO.: 1BLDG PERMIT SUBMITTAL#2 06.27.2018 2017.021 .958 1 2 PLAN REVISIONS TO OWNER 09.24.201 8 3 PLAN REVISIONS TO VAIL 10.03.201 8 4 5 ...._E 1 .-----0 - O LOWER LEVEL- ELECTRICAL PLAN O FIRST FLOOR- ELECTRICAL PLAN 6 H 2 1/4" = 1'-0" 7 8 9 T BUILDING PERMIT SET 1 0/2/201 8 5:1 9:42 PM ki.NAIIIIIIIIp, c5i 15 z cilii +,,,* 10/25/18 / 9' 4 1/8" 3/7'. 9' 4 1/8" / 19' 1" / / \ / v / (E) BEDROOM 1 (E)BEDROOM 2 DINING v \ / KITCHEN \ oN / Co \ /1 N / 0 / li / N74. �I N 1 I) \ iiiilir i , v N FIRST FLOOR 100' 00" M i N / N / N , L BAR AREA / L.L. BATH / \/ [/// N N III LIMITATION OF WARRANTY OF ARCHITECT'S WORK PRODUCT N \ . N ,,-''''::''' '' E+ / The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond N — a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect 5o shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in (E) GREAT ROOM contradiction to the Architect's work product or recommendations shall become the responsibility not of the Architect,but of the parties taking said action. COPYRIGHT ©2017 RUGGLES MABE STUDIO,PC. J The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with Ruggles Mabe Studio,PC without prejudice.Visual contact with these plans shall constitute prima facie evidence of the acceptance of said restrictions as they apply to the entirety of the information contained herein. LOWER LEVEL • pF CO-4- Mil 1111. 1.....=0111.1 , • 11) S T U D I 0 DONALD / 4'-51/4" / 9'-8" / 4'-37/8" / H. 18' 51/8" 18'-51/16" ARCHITECTURE & INTERIOR DESIGN RUGGLES / / / 450 EAST 17TI-I AVE , PH 2 DENVER , CO 80203 - 1254 B-1441 V TEL : 303 - 355 - 2460 O Ar FAX : 303 - 355 - 2546 ��SD ARG,'\\ www . rugg1esmabe . c ❑ m PROJECT INFORMATION: OEXISTING E TI N E-W 1/2" = 1-0" O 1/2" = 1'-0" MILIAS CONDO PROPOSEDSECTION LL FF E-W 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: BUILDING SECTIONS E/W SCALE: 1/2" = 1'-0" NO. ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: 1 BLDG PERMIT SUBMITTAL#2 06.27.2018 2017.021 .958 1 2 PLAN REVISIONS TO VAIL 10.03.2018 3 4 5 H .......,...........(...--A 4 • 1 _6 7 8 9 ....----; T BUILDING PERMIT SET 10/2/2018 5:19:39 PM 4PARN,. 1611C1F if4." . c5i 15 v. o J100D 10/25/18 A4.0 A4.0 /119: (E) ELECTRICAL METERS TO REMAIN (E) ELECTRICAL METERS TO REMAIN I—II I—II I— I I I—I 7 I—II I—II I—II I—I — — —:_______71„--- BASEBOARD HEATERS TO BE i i BASEBOARD HEATERS TO BE REPLACED WITH NEW IN SAME i i REPLACED WITH NEW IN SAME LOCATION I I LOCATION I I I I I I I BEDROOM 2 BEDROOM 1 I I (E)GREAT ROOM I I r. I I I I — N — - - // I (M) (E) ELECTRICAL (E)STRUCTURAL _ PANEL TO BE i COLUMN TO BE REMOVED � h _ RELOCATED I I 1�' L \ BATH 1 limit1 O0 I CLO.I I f I- \ I I 1 _ _ J I I I III \ I -0 ,„ 1 I ; i III / I I (E)CLO. -.. - I 1 II / — H I I L L — -1 r1 1 II I I (C )) I CLO. 2 I / L — 1 L I (E)HALL J 1 (E) KITCHEN i C. �I iI \ _ — — L _ BATH 2 I�' iI \ T TT ' 7 ��0 0 L G REF I I HALLWAY © ] (E) BATHROOM I lI I— I 1 A4.1 L / ` QI — — A4.1 I H I cI I — 1 1 a I (E)CL HALL I— 1 r REF. I w CLO. I .p 1 �II I � 1 �p1 L JII 1 4 ) L _ __ _1 3, , I I I �L� h , - - � II., 1 I L_--� L�� I I L L _,,_, 1, PATIO IZ KITCHEN/DINING I I rjil- _I II LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT ri II � The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect II shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in I- - contradiction to the Architects work product or recommendations shall become the responsibility not of the Architect,but of the parties taking said action. 10 LI I I COPYRIGHT ©2017 RUGGLES MABE STUDIO,PC. LIVING ROOM I F P -*il- 1 DEMO EXISTING FIREPLACE The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with Ruggles Mabe Studio,PC without prejudice.Visual contact with these plans shall constitute prima facie evidence of the J acceptance of said restrictions as they apply to the entirety of the information contained herein. UPS 1 �� L _ I I I DN • CO \ \ [ I i4 BASEBOARD HEATERS TO BE S T U D I 0 DONALD ° LO tO REPLACED WITH NEW IN SAME H. LOCATION ARCHITECTURE & INTERIOR DESIGN RUGGLES — r-1 = _ i 450 EAST 17TH AVE , PH 2 J DENVER , CO- 385052_ 20436- 01254 �� B-1441 V Elfli TEL : 3 ° 3 0 3 - - FAX : 303 355 254b ��i5' D ARG�\� / (E) ELECTRICAL www . rugglesmabe . com TO REMAIN PROJECT INFORMATION: MILIAS CONDO 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: DEMO LOWER & FIRST FLOOR PLANS SCALE: 1/4" = 1'-0" NO. ISSUE DESCRIPTION: DATE: ARCHITECTS PROJECT NO.: 1 BLDG PERMIT SUBMITTAL#2 06.27.2018 2017.021 .958 O DEMO LOWER LEVELilhO O DEMO FIRST FLOOR 2 PLAN REVISIONS TO VAIL 3 10.03.2018 1 1/4 = 1'-0" 1/4u = 1'-0" 4 5 -H ,,....A 1 ........'..----.'2 -6 7 8 9 T BUILDING PERMIT SET 10/2/2018 5:19:36 PM ..44,0:401011V°F liCed" . c51 Id rri NEW CONSTRUCTION KEY: 1.11410.1g'. EXISTING CONDITION TO REMAIN �07 10/25/18 NEW CONSTRUCTION No new exterior bath vent terminations appproved <-1 \\,, No new or changed windows approved. 2GENERAL NOTES 0 A4.0 D R B and HOA approval required for all exterior 1. SPIRAL STAIR TO BE ENGINEERED, INSTALLED AND INSPECTED TO VERIFY ITS INCLUSION WILL NOT DETRIMENTALLY AFFECTTHE changes STRUCTURAL INTEGRITY OF THE BUILDING. 20' - 0" I 1 _— 19' - 1" II 'II 9'-4 1/8" 4 3/4" 9'-4 1/8" I; '''I I 1 I '''I II I,I (E) ELECTRICAL METERS TO REMAIN 1 -4— BASEBOARD HEATER BASEBOARD HEATERIMiU 0 w w 9' 4 1/8" 9' 4 1/8" BASEBOARD HEATERS TO BE m co / // REPLACED WITH NEW IN SAME `\I w w LOCATION in Lu Lu 0 0 N GUEST BDRM 1 GUEST BDRM 2 ii 1 BEDROOM2 BEDROOM1 0 _ 6' -2" 2'- 103/4" 2'- 11 1/4" 3' -0" 3' -03/4" r 3 1/2" 4 3/4" 4 1/4" I CV a PREFAB SPIRAL STAIRCASE WITH ARMOIRE ARMOIRE WOOD TREADS AND METAL CENTER A4.1 / IKEA OR SIM) (IKEA OR SIM) "' �� POLE, HANDRAIL AND BALUSTERS ' 0 - -iv ( O N (MANUFACTURER TBD) r�� Th i h 1 ' _i ���� �� 13 RISERS@ 8 3/16". 6" DIAMETER ``' a o �.� ' - 0.ck_ ``' POLE AT CENTER. 6'-0" OUTSIDE a� _ �p �Q DIAMETER. REFER TO IRC R311.1.10.1 BATH 1 �� \ o �wo' ' FOR OTHER GUIDELINES 1BAT CLO. 0 4 (111110FAIIIIiI Znr •\ 7 DN \\Nivni N� 4 4 0 „,) ,.,, , , -„,„ i,1_ F-- °I° mill —1 ,, _,,.,,,, \ 041/ M FOUNDATION SHELF CLO. 2 1 Icri I co BATHROOM 2 v� M I I -'411111!.111111-P'(/ IW �_\ I M II- ' - RF DIM HALLWAY D Iw DINING — 4 I I o A4.1 o KITCHEN r O o ►�/ 3 1/2" 3 1/2" 1' - 8 1/2" i. R. E I 3'-4" 6'- 0 3/4" 2' - 10 3/4" 4'-6 1/4" ( . LID 0 MI (E)PATIO II O 0 PATIO N �� — F.(;), �� a0KITCHEN/DINING ® 4'-6 1/2" 1' 8" E, ,o, 1 MUD OOM—— i0 — DEN BATH L I (N) STEAM SHOWER �Mi 11=1 � I �� 0 WITH BENCH AA BENCH ]iiii1010, �� (007) Lr).` =/1= & ppliw.---gpidspl (006) N LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT LIVING ROOM FP The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond O a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect ill DEN shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolvethe Architect from any i�l F U R RPOCKET WAL L IF NEEDED TO ACCOMODATE coresponsibilitntradictiony fortothe theArchitect'consequsenceswork ofproduct such failure.orrecomActions mtakenendationsshall without the knothewledgeresponsibility and consentnotof ofthe the ArchitectArchitect,,orbut of the in (N) BATH& CLOSET IIIIIIIi T become(N) BUILT-IN STORAGE ' 3' - 1 1/2" 5'-0" 3'- 1 1/2" oo parties taking said action. ' COPYRIGHT ©2017 RUGGLES MABE STUDIO,PC. The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said DN (N) DOORS: REFER TO IA 1.0 information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any I . FOR DOOR SCHEDULE - method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with " QUEEN BED Ruggles Mabe Studio,PC without prejudice.Visual contact with these plans shall constitute prima facie evidence of the acceptance of said restrictions as they apply to the entirety of the information contained herein. r` BASEBOARD HEATERS TO BE (005 REPLACED WITH NEW IN SAME LOCATION M '...N. / • �pF C BASEBOARD HEATERS ' \UA I ' / //:ci::ii__:i:::::::;\\ N..' ../P S TUDIO DONALD H. ARCHITECTURE & INTERIOR DESIGN J RUGGLES 450 EAST 17TH AVE , PH 2 LJ DENVER , CO 80203 - 1254E. � B-1441 V TL : 303 - 355 - 2460 FAX : 303 - 355 - 2546 ��S�O ARG�� www . rugglesmabe . com PROJECT INFORMATION: MILIAS CONDO 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: FIRST FLOOR PLANS - EXISTING AND PROPOSED SCALE; As indicated O EXISTING FIRST FLOOR (S) 2� PROPOSED FIRST FLOORNO. ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECTNO.: 1/4" = 1'-0" 1/4" = 1'-0" 2017.021 .958 1 BLDG PERMIT SUBMITTAL#2 06.27.2018 1 2 PLAN REVISIONS TO HOA 08.13.2018 3 PLAN REVISIONS TO HOA 08.23.2018 4 PLAN REVISIONS TO OWNER 09.24.2018 5 PLAN REVISIONS TO VAIL 10.03.2018 6 H .s.„...,.... A 1 .----....---N.N.1 —7 8 9 T ...----; BUILDING PERMIT SET 10/2/2018 5:19:34 PM °AppliVms.. 411 ICIF iriff . c51 Id rti NEW CONSTRUCTION KEY: T. g.4111.1141K EXISTING CONDITION TO REMAIN "F-QOJ' 10/25/18 NEW CONSTRUCTION © GENERAL NOTES AlkA4.0 1. SPIRAL STAIR TO BE ENGINEERED, INSTALLED AND INSPECTED TO A4.0 VERIFY ITS INCLUSION WILL NOT DETRIMENTALLY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 20' -0" / 20' 0" A 7/ A " a, d / 4' 6 1/2" 9' 8" / 4' -61/2" — 18' -51/8" (E) ELECTRICAL METERS TO REMAIN I ''--, -<;', ,f— : ', -, °--' 7_41,L, ,E0 \ I_ _ _I \ 1" X61 1 61 \ Iii-Al ua iu { I Ii, .y i,. .., \ I I 8' 11° X8"I 8' 101/8" / NEW BASEBOARD HEATERS: ----------------- - BASEBOARD HEAT ALONG NORTH 'I REPLACE EXISTING WITH WALL:REPLACE WITH NEW IN i NEW IN SAME LOCATION SAME LOCATION I I I I I I I I REC ROOM c M (E) GREAT ROOM v 8' CEILING HEIGHT iir Alk (STUDIO APT.) T.0I R7Tio A4.1 i i M 4 I I PREFAB SPIRAL STAIRCASE (E)STRUCTURAL BEAMS ✓ i –_ WITH WOOD TREADS AND METAL 4° �� � vv ii ,',\ II CENTER POLE, HANDRAIL AND '' % a ,/1 `" BALUSTERS (MANUFACTURER TBD) I I , \\\ (E) ELECTRICAL PANEL: Co- co iii ���\ 11 iii \\\ Up MOVE TO NEW LOCATION (E)CLO. N VINO '--, ) (E)STRUCTURAL POST o °\ " 4' -9" 2' -10" i 3' -4 1/8" (E) KITCHEN I -'— (E) HALL _ w �; ` — —I - �� 001 6 , 0 I M z_ o 0011 ZNI � � o ,.0 (E)BATH \ EII _1 o • r1 _ M IC © ICE C003) o / 6\ 9-----Y L.L.BATH o A4.1 0 T---- <> _ Z v REF. a (E) HALL 4s 0 \ MINI ° w CLO. D/W ° ° I I. _1 I 1,� • ,_ ® \ h 0002) \- <1. \ (E) PATIO ITS lk, ABOVE OD '4111111\ Lo OUTSIDE OF SCOPE OF WORK I L _ L \I 1 LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT 1 The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond a reasonable diligence. If any mistakes,omissions,and/or discrepancies are found to exist within the work product,the Architect shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in JP I ‘- 1 ---- contradiction to the Architect's work product or recommendations shall become the responsibility not of the Architect,but of the a a NNII\ i parties taking said action. COPYRIGHT ©2017 RUGGLES MAGE STUDIO,PC. iroiT —., I 1 N I The use of all information be it drawn or written appearing herein shall be restricted to the original project site for which said 1 information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any z. ,� method,in whole or in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with :a a" Ruggles Mabe Studio,PC without prejudice.Visual contact with these plans shall constitute prima facie evidence of the acceptance of said restrictions as they apply to the entirety of the information contained herein. 4 i oF CO-4- - -, - �� _. a a � ° _a_ _ . a _ ". \ � s • T • U D i 0 CO � DONALD H. ARCHITECTURE & INTERIOR DESIGN RUGGLES 450 EAST 17TI-I AVE , PH 2 B-1441 i. DENVER , CO 80203 - 1254 V TEL : 303 - 355 - 2460 FAX : 303 - 355 - 254b ��tiS�c� ARG�\�� www . rugg1esmabe . c ❑ m PROJECT INFORMATION: MILIAS CONDO 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: LOWER LEVEL PLANS - EXISTING AND PROPOSED OEXISTING LOWER LEVEL ( .10 O PROPOSED LOWER LEVEL 1/4" = 1'-0" 1/4" = 1'-0" SCALE: As indicated NO. ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: 1 BLDG PERMIT SUBMITTAL#2 06.27.2018 2017.021 .958 1 2 PLAN REVISIONS TO HOA 08.13.2018 3 PLAN REVISIONS TO HOA 08.23.2018 4 PLAN REVISIONS TO OWNER 09.24.2018 -H ,,....A 1 .---------....'..0 - 5 PLAN REVISIONS TO VAIL 10.03.2018 6 7 8 9 ...---2 T BUILDING PERMIT SET 10/2/2018 5:18:05 PM .4410 OF ge, Kik, .0 STEEL BEAM,SEE PLAN.ADD -NOD 11 CONSTR ADHESIVE BETWEEN 10/25/18 <E>SHTG&STEEL BEAM FLOOR SHEATHING 2x FULL HEIGHT WEB BLOCKING(TIGHT TO TOP&BOTTOM FLANGE)W/GLUE& 1/2" 0 THRU BOLTS @ 24", STAGGERED SEE PLAN SIEttiliM. 'ii <E>FLOOR JOIST BEYOND,SEE PLAN <N>SISTERED FLOOR JOIST, SEE PLAN HANGER,SEE PLAN 0 DETAIL 3/4"= 1'-0" , ,- -, 1-1 ,. - r .� <E>TIMBER BEAM I 1 — HSS3x3x1/4 SHEATHE INSIDE FACE OF WALLAT 11-1--- 1— \ 1 HATCHED EXTENT WITH 7/16"OSB WITH 8d NAILS 3"AT PANEL EDGES &8"AT INTERMEDIATESUPPORTS <E>TIMBER BEAM (OSB DIRECTLYON STUDS,THEN APPLYGYP PER ARCH TYPICAL<E>PARTYWALL / TYPICAL<E>PARTYWALL CONSTRUCTION: / TYPICAL<E>EXTERIORWALL CONSTRUCTION: 2x6 @ 16" BEARING WALL -IirO 2x6@ 16" BEARING WALL TYPICAL<E>EXTERIOR WALL CONSTRUCTION: CONSTRUCTION: fill / 1/2" NOMINAL PLY/OSBSHTG o 1/2" NOMINAL PLY/OSBSHTG /� ON 2x6 @ 16" STUD WALL o AZo ON 2x6 @ 16" STUD WALL / rt A w r —2K,2T II V JI JI DD <E>TIMBER BEAM_ _ <E>2x8 @ 16" N I I L- °r`_ H1 ❑ , anthem 3 WI(SHIM WIDTH 2K,2T AS REQUIRED) i- 1- structural engineers ' 0 303.848.8497 anthemstructural.com Boulder, CO Anthem Job#17-176 <E>OPENINGS IN<E>WALL TO o REMAIN UNCHANGED(UNO) r 1 A 11 LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT ®° V 1 _C The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond a reasonable diligence. If any mistakes,omissions,and/or discrepancies arefound to ex istwithin the work product,the Architect shall be promptly notified. Failureto promptly notify the Architect of such conditions shall absolve the Architect from any Ir —ELresponsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in IL contradiction to the Architect's work productor recommendations shall becomethe responsibility not of the Architect,but of the wI parties taking said action. J z —I' I 11 COPYRIGHT©2017 RUGGLESMABE STUDIO,PC. a U , <E>TIMBER BEAM °1 1 The use of all information be it drawn or written appearing herein shall be restricted to the original projectsite forwhich said II information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any y I method,in wholeor in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with Ruggles Mabe Studio,PC without prejudice. Visual contactwith these plans shall constitute prima facieevidence of the acceptance of said restrictions as they applyto the entirety of the information contained herein. '00 L / I I I ' O�o'.s�M...4 X 11 � .° 6S T U D I 0 i � �;a; � / • Oh ARCHITECTURE & INTERIOR DESIGN / 46625 / // 10/12/18 4 450 EAST 17TH AVE , PH 2 / Off•. �.• �v�i DENVER , CO 80203 - 1254 <(\1/45'.".......•' \�Zr . �1S � _ TEL : 303 - 355 - 2460 k1 /ONALE�= � , _ FAX : 303 - 355 - 2546 \\x•N. '.**. www . rugglesmabe . com F' • <E>TIMBER BEAM 1 � � .\ ,i i� � � PROJECT in INFORMATION: 11\ 1 11 11 MILIAS CONDO 1 413 GORE CREEK DRIVE UI J UNIT #15 VAIL, COLORADO81657 DRAWING TITLE: SECOND FLOOR & ROOF FRAMING PLAN SCALE: As indicated NO ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: SECOND FLOOR FRAMING PLAN7 _ ROOF FRAMING PLAN 1 FRAMING REV 09.06.2018 2017.021.958 1( )12 1/4" = 1' 0" 1/4" = 1'-0" PLAN NORTH 0 2' 4' 8' SECONDFLOORFRAMINGPLANHEXNOTES PLAN NORTH 0 2' 4' 8' 3 4 • VERIFY EXISTING<E>CONDITIONS PRIOR TO CONSTRUCTION O DESCRIPTION • VERIFY EXISTING<E>CONDITIONS PRIOR TO CONSTRUCTION 5 AND NOTIFY ANTHEM OF ANY DISCREPANCIES 1 TEMPORARILY SHORE<E>JOIST TO INSTALL<N>STEELBEAM.CUT AND NOTIFY ANTHEM OF ANY DISCREPANCIES _ S 1 2 _ <E>JOIST TO HANG FROM PACKED WEB.SEE 1/S1.2 6 2 SISTER<N>71/4"LVLTO EACH<E>JOIST WITH 3 ROWS12d GUN NAILS 7 (0.131"0x31/4")@ 12" 3 BLOCKOUT WALL BETWEEN<E>BEARING JOISTS WITH 7 1/4"LVL. 8 HANG<E>AND<N>SISTERJOIST FROMBLOCKING 9 PERMIT SET 9/6/2018 9:48:50 AM 00 OF gr+4,1 4,4&;'‘)A4011111g.15 - HSS COLUMN, SEE PLAN cr epT PL1/2x4x0-10 1/2"WITH(2)1/2"0 j- NOD -j EPDXY GROUTED OR EXPANSION ANCHORSWITH 4" —F\FF 3/16 10/25/18 MIN EMBEDMENT \ 11/2" 3"\ I CONCRETE FOOTING,SEE SCHEDULE 1/2"ISOLATIONJOINT \ 1 1/2" i/iI FOR SIZE&REINFORCEMENT <E>SLAB,SAWCUT OPENING FOR NEW FOOTING ° d° 4 ` n =1 0 ° \ � ,2TYP: 3"CLR CODETAIL 3/4"= 1'-0" 1'-105/8" 10'-27/8" / / A a - - - 4 QQn I ' ° d I 'F=riH1-�-IH HI-ice-1' / ti��IHF�HF��iHF�'. — — — — — — — — — — HSS3x3x1/4 / / / 2 (4) F 1 , 'd ° .....r- <E>2x8°@ 16" 1 I<E>2x8°@ 16" (VIF) —I I— (VIF) d o �1 A HU48 I_ (2)71/4"LVL 100'-0" r I .:� TYPICAL<E> FOUNDATION: 4T.O.SUB FLR `J v �� -a 8"CMU WALLSON _o M HU7 24"WIDE x 8"THICK CONT rn t LUS28�J I CONCRETE FOOTING © ° _-_OPEN OPEN TO rSTAIRS i <E>STEEL BEAM , / � /,.;_ HU7 A 'kJ (2)7 1/4"LVL � - Q / r ° 91'-01/4" O m HU48 ° J T.O.<E>SLAB • I \ 11-1 JI LU co HSS3x3x1/4 _ _ i LU _ ao 1 5� S1.1 i I a FT �HSS3x3x1/4 anthem ,, 1 D I \ D W6X16 structural engineers �q [99'-93/4'] A ° 303.848.8497 anthemstructuraLcom F2 5(91'--01 4") -, (3) Boulder, CO Anthem Job#17-176 / 4> - LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT d I, The architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond I a reasonable diligence. If any mistakes,omissions,and/or discrepancies arefound to exist within the work product,the Architect shall be promptly notified. Failureto promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the consequences of such failure. Actions taken without the knowledge and consent of the Architect,or in 5_ 1 contradiction to the Architect's workproductor recommendations shall becomethe responsibility not of the Architect,but of the parties taking said action. V _ COPYRIGHT©2017 RUGGLESMABE STUDIO,PC. ad- The use of all information be it drawn or written appearing herein shall be restricted to the original projectsite forwhich said information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any method,in wholeor in part,is prohibited without the written consent of Ruggles Mabe Studio,PC. Title to the plans remains with °O Ruggles Mabe Studio,PC without prejudice. Visual contactwith these plans shall constitute prima facieevidence of the -:13, acceptance of said restrictions as they applyto the entirety of the information contained herein. Co I - 7 j i i / o�4.P��.M�CF1�ll1 A ' l •:"...�\ S T U D I 0 73:a ARCHITECTURE & INTERIOR DESIGN / 46625 / '1313%. 10/12/18 : , 450 EAST 17TH AVE , PH 2 /�i0 •. .•'kvi DENVER , CO 80203 - 1254 v1 z• •••...,...•.* \�� ° J FAX : 330033- 335555- 2245 4 6 1It\\�ONA`-'G— \Nx. \ 1 1 www . rugglesmabe . com PROJECT a INFORMATION: MILIAS CONDO 413 GORE CREEK DRIVE UNIT #15 VAIL, COLORADO 81657 DRAWING TITLE: CONCRETE FOOTINGSCHEDULE(ISOLATED PADS) FIRST FLOOR FRAMING & FOUNDATION PLANS MARK LENGTH WIDTH THICKNESS BOTTOM REINFORCEMENT F2.5 2'-6" 2'-6" 8" (3)#4's EA WAY SCALE: As indicated FOUNDATION PLAN(?) F3.75 3'-9" 3,-9,, 10" (4)#4's EA WAY FIRST FLOOR FRAMING PLAN NO ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: 1/4"= 1' 0" 1/4"= 1,-0" 1 FRAMING REV 09.06.2018 2017.021.958 PLAN NORTH o 2' 4' 8' FOUNDATIONPLAN HEX NOTES PLAN NORTH o 2' 4' 8' FIRST FLOORFRAMING PLAN HEX NOTES 2 • VERIFY EXISTING<E>CONDITIONS PRIORTO CONSTRUCTION O DESCRIPTION • VERIFY EXISTING <E>CONDITIONS PRIORTO CONSTRUCTION O DESCRIPTION 3 AND NOTIFY ANTHEM OF ANY DISCREPANCIES 1 SAWCUT<E>CONCRETE SLAB FOR NEW CONCRETE FOOTING.SEE 1/S 1.1 AND NOTIFY ANTHEM OF ANY DISCREPANCIES 1 TEMPORARILY SHORE<E>JOIST TO INSTALL<N>STEEL BEAM.CUT<E> 4 • REFERENCE ELEV 100'-0" PER ARCH 2 PL1/2x4x0'-8"WITH(2)1/2"OEPDXYGROUTEDOREXPANSION ANCHORS JOIST TO HANG FROM PACKED WEB.SEE 1/S1.2 5 WITH 4"MIN EMBED ON<E>8"CMU WALL.SOLID GROUT4 FULL HEIGHT 2 NEW DOUBLEL4x4x1/4x0'-6"CONNECTIONWITH(2)3/4"OA-325THRU - -CORESBELOWCOLUMN. BOLTSEACH LEG 6 3 PL1/2x4x0'-8"WITH(2)1/2"0EPDXYGROUTEDOR EXPANSION ANCHORS 3 BEAR NEW STEEL BEAM ON<E>FOUNDATION WALL,MIN 4"BRG LENGTH 7 WITH 4"MIN EMBED ON STEEL SHIMS&NON-SHRINKGROUTAS REQ.SOLID GROUT2 VERT FULL HEIGHT CORESBELOWBEAM 8 4 STEEL BEAM TO STEEL COLUMN WITH 1/4"FILLET WELDALL-AROUND 9 5 BEAR MIN 4"ON<E>8"CMU WALL.SOLIDGROUT4 VERTFULL HEIGHT ' CORES BELOWSTEEL BEAM PERMIT SET 9/6/2018 9:48:49 AM AOFIrt, NAIL SIZES: .5.1:1114# 15 STRUCTURAL GENERAL NOTES SHOP DRAWINGS: ABBREVIATIONS KEY r PENNYWEIGHT TYPE DIAMETER LENGTH ":1. �" The structural drawings are copyrighted and shall not be copied for use as erection plans or shop details.Use of Anthem's electronic files as47. GOVERNING CODE:2015 INTERNATIONAL RESIDENTIALCODEIRc AND ALL LOCAL AMENDMENTS,EXCEPT AS NOTED;ANY the basis for drawings requires priorapprovalby Anthem,asi nedreleaseofliabilit b thegeneralcontractorand/orhis AB Anchor Rod(B olt) EF Each Face LVL Laminated Veneer Lumber(generic) RO Rough Opening 11. (IRC) P 9 q p PP Y 9 Y Y 6d COOLER 0.092" 1-7/8" 1 STRUCTURAL ELEMENTS(IF ANY)NOT DESIGNED IN CONFORMANCE WITH THE IRC HAVE B EEN DESIGNED PER THE 2015 IBC subcontractors,and deletion of Anthem's name and logo fromall sheets so used. ADDL Additional EJ ExpansionJoint LW Light Weight SC Slip Critical NOD PER IRC R301.1.3 The general contractor shall submit in writing any requests to modify the structural drawings orprojectspecifications. AFF Above Finished Floor EL Elevation MASY Masonry SCH Schedule COMMON 0.131" 2-1/2" All shop and erectiondrawingsshall be checked and stamped(after having been checked)bythe general contractor priorto submission for ALT Alternative EN Edge NailingMAIL Material SDST Self DrillingSelf Tapping 2-1/2" 10/25/18 DESIGN LOADS: structural engineer's review;shop drawing submittals not checked by the general contractor priorto submission to the structural engineer PP g BOX 0.113 AMT Amount ENGR Engineer MAX Maximum SECT Section 8d RISK CATEGORY: II, Standard will be returnedwithout review. SINKER 0.113" 2-3/8" SNOW LOADS: Furnish two(2)prints of shop and erectiondrawings to the structural engineer for review priorto fabrication for: APPROX Approximate EQ Equal MECH Mechanical SF Square Feet Roof Snow: 100 psf structural steel, ARCH Architect,Architectural EQUIP Equipment MEZZ Mezzanine SHT Sheet GUN 0.113" 2-3/8" FLOOR LIVE LOADS: Submit in a timely manner to permit10 workingdaysforreviewbythe structural engineer. ASD Allowable Stress Design EQUIV Equivalent MFR Manufacture,-er,-rd SHTG Sheathing COMMON 0.148" 3" Occupancyor Use: Shop drawings submittedforreviewdo not constitute"requestforchange in writing"unless specific suggested changes are clearly marked. in AVG Average ES Each Side MIN Minimum SIM Similar Residential: 40 psf any event,changes made by means of the shop drawing submittal processbecome the responsibility of the one initiating the change. B C B ottomof Concrete EST Estimate MTL Metal SL Sloped B OX 0.128" 3" ROOF AND FLOOR DEAD LOADS: p 10d Floor-Carpetor Hardwood: 15 psf FIELD VERIFICATIONOF EXISTING CONDITIONS: BL BrickLedge E-W East to West NIC Not In Contact SOG Slab On Grade SINKER 0.120" 2-7/8" WIND LOADS(ASCE 7 per IRC R301.2.1.1): The general contractor shall thoroughly inspect and surveythe existing structure to verify conditions that affect the work shown on the B LK B lock EXC Excavate N-S North to South SP Space,-s GUN 0.131" 3" Ultimate Wind Speed: 115 mph drawings. BLKG Blocking EXP Expansion NTS Not to Scale SPEC Specifications Wind Exposure: B The general contractor shall report any variationsor discrepancies to the architect and structural engineer beforeproceeding. COMMON 0.148" 3-1/4" SEISMIC LOADS: BM Beam EXT Exterior OD Outside Diameter SQ Square Seismic Design Category: B-Design not required per IRC R301.2.2 exceptionand IBC 1613.1 exception) STRUCTURAL ERECTION AND BRACING REQUIREMENTS: BOT Bottom FDN Foundation OF Outside Face STD Standard BOX 0.128" 3-1/4" The structural drawings describethe completed theirpositions,properly supported, BRG Bearin FF Finished Floor OH Opposite STL Steel 12d 9 P P P Y PP9 Pp SINKER 0.135" 3-1/8" FOUNDATION DESIGN: and/or braced. CANT Cantilever FIG Figure OPNG Opening STIFF Stiffener Foundations are designed withouta soils engineer's soil investigation. The foundation design criteria was assumed for purposesof foundation The structural drawings illustratetypicaland representative details to assist the general contractor. Details shown apply at all similar CF Cubic Foot FL Flush OPP Opposite STRUCT Structure(Structural) GUN 0.131" 3-1/4" design and should be confirmedby a soils engineer,at owner's expense,priorto construction(this procedure may require revisionsto conditions unless otherwise indicated. Although due diligence has been applied to make the drawings as complete as possible,not every SY Square Yard COMMON 0.162" 3-1/2" foundation design,at additional expense to the owner,if soils engineer determines that such design criteria are inappropriate for this building detail is illustratedand not everyexceptionalcondition is addressed. CIP Cast In Place FLR Floor OSB Oriented Strand Board q site.) All proprietary connectionsand elements shall be installed in accordance with the manufacturers'recommendations. CJ Construction Joint(ControlJoint) FP Full Penetration PAF PowderActuatedFastener SYM Symmetrical 16d BOX 0.135" 3-1/2" Slope final grades down and awayfromfoundationwalls a minimum of 12 inches in first 10 feet. All work shall be accomplished in a workmanlike manner and in accordance with the applicablecodes and local ordinances. CLG Ceiling FTG Footing PC Precast T&B Top and Bottom The general contractor is responsibleforcoordinationof all work,including layout and dimension verification,materials coordination,shop CLR Clear GA Gage(Gauge) PE Pre-engineered(trusses) T&G Tongue and Groove SINKER 0.148" 3-1/4" FOOTINGS: drawing review,and the work of subcontractors. Any discrepancies or omissions discoveredin the course of the work shall be immediately CMU ConcreteMasonry Unit GALV Galvanized PEN Penetration TB Top of Beam Footings shall bear on the natural undisturbed soils or approvedcompactedstructural fill. reported to the architect and structural engineer for resolution.Continuation of workwithout notification of discrepancies relievesthe Design of footings is based on: architect and structural engineer from all consequences. COL Column GC General Contractor PERP Perpendicular TC Top of Concrete Maximum allowable bearing pressure: 1500 psf(Assumed) Unless otherwise specifically indicated,the structural drawings do not describemethods of construction. COM Common GEN General PKT Pocket TJ Top of Joist SHEET LIST The general contractor,in the propersequence,shall perform or superviseall work necessary to achieve the final completed structure,and to CONC Concrete GL Glue Laminated(Glu-lam) PL Property Line TL Total Load,Top of Ledge REINFORCED CONCRETE: protect the structure,workmen,and others during construction. Such work shall include,but not be limited to temporary bracing,shoring CONN Connection GR Grade PLF Pounds per Linear Foot TM Top of Masonry - SHEET NUMBER SHEET NAME Concretedesign is based on the AmericanConcretelnstitute"B uilding Code Requirementsfor Reinforced Concrete"(AC1318)and shall be for construction equipment,shoring for excavation,formwork,scaffolding,safetydevices and programsof all kinds,supportand bracingfor T.0 Topof S0.1 STRUCTURAL GENERAL NOTES,ABBREVIATIONS,&LEGEND constructed in accordance with the"Standard Specifications for Structural Concrete"(ACI 301). cranes and other erectione ui ment. CONT Continue(Continuous) GT Girder Truss PSF Pounds per Square Foot P q P S1.1 FIRST FLOOR FRAMING&FOUNDATION PLANS STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES(normal weight concrete unless noted otherwise): Do not backfillagainst basement or retaining walls until supportingslabs and floorframing are in place and securelyanchored,unless CONSTR Construction GYP BD Gypsum Board PSI Pounds per Square Inch TRANS Transverse S1.2 SECOND FLOOR&ROOF FRAMINGPLAN Minimum 28 day compressive strength TO as follows: adequate temporary bracing is installed. COORD Coordinate,Coordination HAS Headed Anchor Stud PSL Parallel Strand Lumber(generic) TYP Typical Cement Type: I/II Temporary bracing shall remain in place until all floors,walls,roofsand any other supportingelements are in place. CS Countersink HNGR Hanger PT PressureTreated ULT Ultimate Maximum Aggregate Size: 3/4" The architect and structural engineer bear no responsibility forthe above items,and observation visits to the site do not in any way include CTR Center HORIZ Horizontal P.T Post Tensioned UNO Unless Noted Otherwise Footings: 3,000 psi(Max W/C Ratio 0.52);EntrainedAir 1.5% (±1.5%); Slump 5 inches(±1") inspectionsof these items. Reinforcing steel shall be fabricated and placed in accordance with ACI 315"Details and Detailing of Concrete Reinforcement." These plans have been engineered for construction at one specific building site.B uilderassumes ALL responsibility for use of these plans at CY Cubic Yard HT Height or Heavy Timber PV Photovoltaic VERT Vertical When cold weather conditions exist,place and cure concrete in accordance with ACI 306. ANY OTHER building site.Plans shall not be used for construction at any other building site without specific review by the engineer. DAB DeformedAnchorBar ID Inside Diameter QTY Quantity VIF Verify In Field Deformed reinforcement shall be domestic new billet steel conformingto ASTM A615, Grade 60 including stirrupsand ties,exceptthat DIAG Diagonal INT Interior R Radius WA Wedge Anchor reinforcing which is requiredto be welded shall conformto ASTM A706. PRECAUTIONARY NOTES ON STRUCTURAL BEHAVIOR: DIM Dimension K Kip(1,000 lbs) RE Reference(referto) WF Wide Flange Unless otherwise noted on the drawings,minimum concrete coverover reinforcing shall be as follows: Interiorarchitectural finish detailing must accommodate the relativedifferential movements of supportingstructural elements. DL Dead Load LGS Light Gage Stud RECT Rectangle WP Work Point Unformed surface cast against and permanentlyexposedto earth: 3" Wherethe roofframingelement spans are long,applied loading will naturallycause substantialdeflection. Interiorelements hung fromthe roof - Formed surface exposed to earth or weather: 1-1/2" structure will deflectwith the roof. DN Down LL Live Load REINF Reinforcement WT Weight Formed surface not exposedto weatheror in contactwith ground: 3/4" The floor is a floating concrete slab-on-grade and may experience movements independent of the structural foundations.Interiorelements DP Drilled Pier LLH Long Leg Horizontal REQ Required WWF Welded Wire Fabric Install chairs,bolsters,additional reinforcement,and accessories necessary to supportreinforcement at position shown on drawings. Support supportedon the slab-on-grade floorwill move with the floor.Interiorelements supportedon foundations and columns will not experience DWG Drawing LLV Long Leg Vertical REQMT Requirement XS Extra Strong of reinforcement on wood,brick,or other unacceptablematerials shall not be permitted. similar or measurable movements. EA Each LSH Long Side Horizontal RET Retaining Wall XSECT Cross Section Keep reinforcement clean and freeof dirt and oil. Oil forms priorto placing reinforcement. Exterior/perimeter wall assemblies hung fromthe edge of the building structure will be directlyaffected(to some degree)by changes in Properly place,accurately position and maintain securely in place all embedded items priorto and during concrete placement. externaltemperature and floordeflection. ECC Eccentric LSV Long Side Vertical RM Room XXS Double Extra Strong Anchor bolts and rods for beam and column-bearing plates shall be placed with setting templates. Exterior/perimeter and interiorarchitectural finish details should allow for relativemovements between elements with different support E-E End to End LT Light RMO Rough Masonry Opening conditions. STRUCTURAL STEEL: Structural steel shall be detailed,fabricated and erected in accordance with the"Specification for Structural Steel B uildings"(AISC 360)and LETTERS OF CONSTRUCTION COMPLIANCE: LEGEND the"Code of Standard Practice for Steel B uildings and B ridges"(AISC303)by the American Institute of Steel Construction(AISC). The general contractor shall determine from the local building authority,at the time the building permit is obtained,whether any lettersof All structural steel shall conform to the ASTM Standards and grades indicated below,unless noted otherwise on the drawings or details. construction compliancewill be requested fromthe structural engineer. XK,YT "X"King studs,"Y"Trimmer studs,studs to match -• wall thickness �♦�•� Structural steel wide flange beams and WTs: ASTM A992,50 ksi yield The contractorshall notifythe structural engineer of all such requirements in writing priorto the startof construction. 0� -♦♦♦_ CMU Other rolled shapes,including plates,channels,and angles: ASTM A36,36 ksi yield. Two day advance notice shall be given when requesting site visits necessary as the basis forthe compliance letter. Hollow structural section(HSS)rectangularshapes: ASTM A500,Grade B,46 ksi yield The general contractor shall providecopiesof all third-partytesting and inspection reports to the architect and structural engineer a minimum C Indicates column continuous through level shown Unless otherwise noted,framedbeam connectionsshall be bearing-type with 3/4"diameter,snug tight,ASTM A325bolts,detailed in of one week priorto the date that the compliance letter is needed. � - 11111 Concrete conformance with the structural drawings and the"Steel Construction Manual"by the AISC.Install bolts in accordance with AISC's "Specification for Structural Joints Using ASTM A325 or A490 bolts." INSPECTIONS: Indicates column above level shown,see next All beams shall have full depth web stiffeners each side of webs above and below columns(1/4"plate or as noted). Inspectionsand Testing shall be performed by a qualified Inspectorin accordance with IRC section R109. 07-A level framingplan for size;install squash blocking - Anchor rods shall conform to ASTM F1554, Grade(36,55,and/or 105)as noted on the structural drawings with weldabilitysupplement S1. The Inspectorshall be a qualified personwho shall demonstrate competence,to the satisfaction of the building official,for inspection of the P q Earthfill - in floor cavityof equal size and equal column size I 1 (- Headed anchor studs(HAS)shall conformto ASTM A108 and shall be connectedto structural steel with equipment approvedby the stud particulartype of construction or operationrequiring inspection. below to foundation-unless noted otherwise manufacturer accordingto the stud manufacturer's recommendations. Exceptas noted,the inspectionsoutlined in the IRC are in addition to,and beyond the scope of,periodic Structural Observations. Structural Welding shall be done by a certified welder in accordance with the AISC documents listed above,the American Welding Society(AWS)D1.1: Observations are included in the structural engineering design and construction administrationservicesprovidedby the structural engineer. XXXX Indicates column type below level shown U 2006 Structural Welding Code,and the recommendationsfor use of E70XX electrodes. Where not specifically noted,minimum weld shall �� yp ��a� Porousfill(i.e.gravel) be 3/16"fillet by length of contactedge. All post-installed anchors shall have currentlnternationalCode Council Evaluation Service(ICC-ES)reports and shall be installed in - - - - Indicates dropped header or beam I- �/� -1 Interiorwood bearing wall accordance with the manufacturer's requirements. Expansion anchors shall be approved"wedge"type unless specifically noted to be"sleeve"type as noted on the structural drawings. Chemical anchors shall be approvedepoxyor similar adhesive type as appropriate for installation in solid and non-solid base materials. Beam,Joist,or Truss bears on wall or beam below V / / / I Wood shear wall Grout beneath column base and beam bearing plates shall have a minimum 28-day,compressive strengthof 5,000 psi and shall be non- shrink,non-metallic,and tested in accordance with ASTM C1107. L Beam,Joist,or Truss connectedto supportwith metal <E> Indicates'existing' I- hanger STRUCTURAL WOOD&TIMBER: B earn,Joist,or Truss connectedto supportwith Design is based on ANSI/AF&PA NDS"National Design Specification for Wood Construction with Supplement:Design Values for Wood concealed hanger <N> Indicates'new' Construction"and ANSI/AF&PA SDPWS"Special Design Provisionsfor Wind and Seismic." a n t h e m 2x framing lumber shall be S4S Hem-Fir No.2 and better unless noted otherwise. Indicates span direction <R> Indicates'to be removed' All lumber shall be 19% or less maximum moisture content,unless noted otherwise. structural engineer s Solid timber beams and posts shall be Kiln Dried Douglas Fir-Larch No. 1. 2x stud bearing walls shall be 2x6 @ 16" (UNO)Hem Fir Stud Grade or better. %/i Indicates stepin floor elevation 303.848.8497Anthem anthemstructural.com // Indicates location of bend in bent beam Boulder,CO AntheJob#17-176 2x top and bottom plates shall be Hem-Fir No.2 or better. Use of wood bearing walls shown on drawings with laterallyunsupported heights in excess of that shown in IB C Table 2308.9.1 have been XX XX Indicates top of concrete slab SWX Indicates shear wall.See schedule for sheathing justified by Anthem's analysis. 00 LIMITATION OF WARRANTY OF ARCHITECTS WORK PRODUCT Fastenersfor use with treatedwood shall comply with2012 IRC. or wood subfloorelevation �i type and nailing P YThe architect and his consultants do not warrant or guarantee the accuracy and completeness of the work product herein beyond Wood in contactwith concrete shall be pressure-treated Douglas Fir-Larch or Southern Yellow Pine. XX'-XX" Indicates topof footing orpier elevation a reasonable diligence. Ifany mistakes,omissions,and/or discrepancies arefoundto existwithin the work product,the Architect (XX'-XX") 9 HDX shall be promptly notified. Failure to promptly notify the Architect of such conditions shall absolve the Architect fromany Preservative treatedwoodshall betreated inaccordance with AWPAUIand AWPAM4. {XX'-XX") Indicates minimum pier penetration into bedrock g' Indicatesholdown.Seeschedulefordescription responsibility for the consequences of such failure. Actionstaken without the knowledge and consent of the Architect,or in Conventional light framing shall comply with IRC Sections R502,R602,and R802. contradiction to the Architect's work product or recommendations shall becomethe responsibility not of the Architect,but of the Minimum nailing shall be provided as specifiedin IRC Table R602.3(1)"Fastener Schedule for Structural Members." parties taking said action. Metal framing anchors shown or required,shall be Simpson Strong-Tie or equal code approvedconnectors and installed with the number and FXX Continuous spreadfooting.See schedule for size MFX Indicates rigid frame COPYRIGHT©2017 RUGGLES MABE STUDIO,PC. type of nails recommended by the manufacturerto develop the maximum rated capacity. Note that heavy-duty hangers and skewed and reinforcing The use of all information be it drawnor written appearing herein shall be restricted to the original project site for which said hangers may not be stocked locally and require special orderfromthe factory. information was prepared and publication thereof is expressly limited to such use. Reuse,reproduction,or publication by any Glue wood nailer plates to steel beams and attachwith either 1/2"QJ bolts @ 32"o.c.,staggered 0.145"Q1 powderpins @ 16" Isolated pad footing.See schedule for size and method,in wholeor in part,is prohibited withoutthe written consentof Ruggles Mabe Studio,PC. Title to the plans remains with gg P FX.X •- Moment connection Ruggles Mabe Studio,PC without prejudice. Visual contact with these plans shall constitute primafacieevidence of the o.c.staggered. Width of nailer plate shall match beam width+1/8"min (1/4"max)overhang each side. reinforcing acceptance of said restrictions as they applyto the entirety of the information contained herein. Lead holes for lag screwsshall be 40%-70%of the shank diameter at the threaded section and equal to the shank diameter at the unthreaded section per NDS Section 11.1.3. TC=XX-XX" Indicates top of concrete elevation Connector bolts and Lag screwsshall conformto ANSI/ASME B 18.2.1 and ASTM SAE J429 Grade 1. 1 B C=XX-XX" Indicates bottom of concrete elevation (BX) Indicates bracedframe Nails and Spikes shall conformto ASTM F1667. ��������\v. Wood Screwsshall conformto ANSI/ASME B 18.6.1. STEP TC Indicates stepin topof concrete elevation , ' QO L /0,..��I [XX'-XX"] Indicates top of steel beam elevation / / / .... t�P 1� STEP B C Indicates step in bottom of concrete elevation i O•.•Ps Ai ..• ti WOOD FRAMING NOTES: , c N.4 0 4'o•,`P���/ Install solid blocking betweenjoists under jamb studs of openings. S T U D I 0 c� 73:p Columns must have a continuous load path to foundation. /-TL=XX'XX" Indicates top of concrete ledge elevation 0 FD Indicates floordrain ARCHITECTURE & INTERIOR DESIGN / 46625 Unless noted otherwise,install two lengths of solid blockingx joist depth x 12 inches long in floorframing under column loads. I "O' 10/12/18 B uill-up stud columns shall consist of 2x4,2x6,or 2x8 studs with number of laminations noted on plan and each lamination shall be nailed 4 5 0 EAST 17 T H AVE , PH 2 ill�O <c,4,i togetherwith(2)rows of 12d gun nails(0.131"0 x 3 1/4")@ 6"full height of column. Do not splice laminations. PKTXxYxZ Indicates beam pocket in concrete wall(X=width,Y=height, /\ DENVER , C 0 8 0 2 0 3 - 1 2 5 4 � �� ••• \�� All beams and trusses shall be braced against rotationat points of bearing. 1 XX'-XX" Z=depth in inches)with bottom of pocket elevation `Lr Indicates shoring FAX : 330033 335555 245 4 6 111`������v��G Unless noted otherwise,lower chord of gable end trusses shall be anchoredto wall plate with framing anchors at 4'-0"spacing and laterally bracedto roofframingat 8'-0"spacing. www . r u g g 1 e s m a b e . c o m STEP TL Indicates step in top of concrete ledge elevation SLOPE Indicates direction of slope Provide continuous wall studs each side of openings equal to one-half or greaterthe number of studs interrupted by opening unless noted ► otherwise. PROJECT All wall studs shall be continuous fromfloorto flooror fromfloorto roof. INFORMATION: \ /� /� Provide solid blocking or rim joists at all joist supportsand joist ends. IVI I LI A S CONDO Sole plate at all perimeterwalls and at designated shear walls shall be nailed with(4)0.131"0x3" nails at 16" minimum. All roof rafters,joists,trusses,beams shall be anchoredto supportswith metal framing anchors. 413 GORE CREEK DRIVE WOOD SHEATHING: #15 Plywood and Oriented Strand Board(OSB)floor,roof,and wall sheathing shall be APA rated with stamp including APA trademark and panel VAI L,COLORADO 81657 span rating. Minimum Floor Sheathing:23/32"APA Sturd-I-Floor rated 24 inch o.c.tongue&groove,glued and nailed. Minimum Roof Sheathing: 15/32"OSB or CDX plywood,APA 32/16,nailed. DRAW Minimum Wall Sheathing:7/16"OSB or CDX plywood,APA24/16, blocked and nailed. Nail wall sheathing with minimum 8d gun or sinker nail @4"at panel edges,and @8"at intermediateframingexceptas noted.B lockand nail STRUCTURAL GENERAL NOTES, ABBREVIATI ONS,& LEGEND ALL edges betweenstuds. Minimum (3)8d nails per stud. Nail all plates using panel edge nail spacing indicated. Sheathe all exteriorwalls. Sheathe interiorwalls as shown on the drawings. SCALE: As indicated Sheathing shall be continuous from bottom plate to top plate. cut in"L"and"T"shapes around openings. Lap sheathing over rim joists a minimum 4"at all floorsto tie upper and lower stud walls together. NO ISSUE DESCRIPTION: DATE: ARCHITECT'S PROJECT NO.: Minimum height of sheathing panels shall be 16"to ensure that plates are tied to studs. 2017.021.958 Machine Applied Nailing (i.e. Gun Nailing):The use of machine applied nailing is subjectto satisfactoryjobsite demonstration and the approval 1 FRAMING REV 09.06.2018 by the projectstructural engineer.The approvalis subjectto continued satisfactory performance. If nail heads penetratethe outer ply more 2 than would be normal fora hand hammer or if minimum allowable edge distances are not maintained the performance will be deemed unsatisfactory. 3 PLANT FABRICATED 1 PRE-ENGINEERED WOOD FRAMING: 4 Members noted as LVL(Laminated Veneer Lumber)on plan shall be 1 3/4"wide x depth indicated,plant-fabricated,and have the following 5 minimum allowable design values: Fb=2600 psi F,,=285 psi F511=2510 psi Fc1=750 psi E=2000 ksi 6 - S 0 1 B ridgingand blocking shall be installed accordingto the fabricator's requirements. 7 8 9 PERMIT SET 9/6/2018 9:48:49 AM