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HomeMy WebLinkAboutB07-0013 Plans1101 W"M APPROVED Community Development Department M Building Safety and Inspection Services TO I RM OF VARL ARTHUR A. HOY III C--Ler:mt Int , Res ,rnatlonal Building Code/international idential #C-4708 C*t Code Vc!ldlty of porm!L The issuance or granting of a permit zhs-!] not be c=',�'-u�d U�c a permit for, or an approval of, any viclaiion of any ef tho provisions of this code or of any other ordinance of the t-" ► jufisd!.-'.':,n. Permits presuming to give authority to violate or cancel the provisior,3 cf th,13 code or other ordinances of the urisdiction shall not be C3trc C- C'J valid, Tho 1--suanco of a permit based on construction documents and other data shall not prevent the building official from requiring the v--CQ.41— correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in * i f this code or of any other ordinances of this jurisdiction. V 0 PLANS EXAMIN R: + 0: 0- 0:= 9� E � >1 � � 9 1< x 0 � t il 4 .. OR � f-, � �, ,I *r f" I � 1� � 0 U ............... I- . .. . . .. ........ . - ..................... .... ............ ... ......... . . ... ... . . .. ...... . . ........... . - ­ - .. .... - - ......... . .... . ..... .. . ... ...... . ... ­­ ... .... ........ .. . ... ...... - F­ ­ ... ; I DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SH.A1L I ESTABLISH LOCATION OF ALL PARTITIONS. LARGER SCALE, I , ; � 1 � DIZAW 1 N GS HAVE PRIORITY' OVER SiNUULE R SCALE : � : : 2 1 : I : DRAWINGS. CONTRACTOR SI-ALLNOTI- -'ARC1711'fEC'I'AND ; - � � � OR ENGINEERS OF CONFLICTS PRIOR TO PROCEEDING. t : I � I I � ..... . ... � ........... . . ... I ........... � . . ............ � ... � ........... .­­­ .......... � ....... � .......... I ...... 1-1- ...... 1--.1 ............ 1­1 ................. ­1 ............................. -.1-1-1 ... � ... � ..... � ...... � ....... I ......... ­­ ............. � ............. � .... ­: I � � � PARTITION DIMENSIONS ARE TO FACE OF FRAMING ! I ; I I � : � : f : � � MEMBERS UNLESS OTHERWISE NOTED. VERIFY ALL : ; : � 2 , z : � : : t CLEARANCES AND ALIGNMENTS OF FINISH FACE � � � � I ; t , �, MATERIALS PRIOR TO PROCEEDING. z � : .1.......11...1 ........... .. . ......... I ........ ­­ ........ - .... ­­ ... � .... ­.­­ ........ � ... � ............ - ..... � ............ � ....... ­_.­ .............. � ... - ..... � ..... � ............... � ...... ­­ ..... � ...... � ... ­­ .... � ..... � ........ - ....... ......... � ................... � .... : - � � . � � z : I � 7 PERIMETER BUILDING DIMENSIONS ARE FACE OF z � I ; t � ! : .FRAA4ING ME,\4BERS UNLESS OTHERWISE NOTED. FINISH � ; : � 3 I : I ; � : � ; :t FACE OF E_XTERIOR WALL VAIN VERIFY -ALIGNMENTS : � I � : � � I 3 : � : � WITH ADJOINING SURFACES PRIOR TO PROCEEDING � � ** ... ­­ ... * ... * ....... 11- ............... � ............... - ... .... ­­ .ADJOINING ...... ­­­-­ ... ­­­-­ .... . ....... ­ ....... . ­­­­ ....... ...... ........ ............ ­­­­ ... - ... ...... ­­­­­ ... ­­ ..... ­­­­ ........ � ........................ �� I : z : � ;PARTITIONS ARE PERPENDICULAR AND OR PAIUkLLEL TO I I i : � � 4 :GRID LINES AND OR ADJOINING WALLS UNLESS OTHERWISE: I � � : : I � � � I �NOTED i I I � *L1 --------- - I 11--l'I'll�11-11----,---------,-,�l- ­-­­----­---­-----­, -----,-,------------,----------�--,�------, I , � I � � � I NOTES "TO ALIGN" SHALL MEAN TO !ALIGN FINISH FACE OF � I � I c I : I i 5 1 ADJACENT SURFACES AND ST-TAII, TAKE PRIORITY OVER � I I : � I z � I I i WRITTEN DIMENSIONS : � I............. . . * ............... � __ I ... .. .. �'­­ ...... * ..... ­* .... ­* .. ..... * .. ........ ....................................... * ....... * ......... '­­ ... * ..... ­­* ............ * ... ................................... * ... * ... ­­ .... * ..... .. ­ ...... � ... � ............. .. . - � � ;PROVIDE WOOD OR METAL BLOCKING AS REQUIRED FOR I ; ; ; i : I WALL .MOUNTED ACCESSORIES AND FIXTURES $ � ; ­­­­­­­­­­­ ........ - ...... ........... � ............ - ............... � ... ­­­ ........ � ... ___ ............ - ......................... - ..... - ...... - ... � ........... � .. . ... � . . ...... � .......................................... � ....... ­­ ..... I ... ­1 ... , ; � � � 1 PROVIDE A 1/2" WIDE METAL REVEAL AT OF I I : I z I ,WALLS OF DI SIMILAR MATERIALS : .­­ ... ­­�._­.­­ ... ­­ .... -.1- ... I .................. � ........... � ...... . ...... . ­­ ............. . . ­­­­_­­ .............. - .................... � ............................ � ................. � ....... � ...... � ...... � ..... � ..... � ...... : � ... ­­­ .. ....... * . .... ; Iz . I I � 1 AT RATED WALLS SET FLOOR AND OVERHEAD : I I z I ; � : ; I 'TRACKS OR PLATES IN BEAD OF ACOUSTICAL SEALANT AND � � 8 i f � I I I �:FILI, ALL, VOIDS I I � � : I � ...... ­t ; ; I ...... ............................... .. .. ­'­ ... * ........ * ..... ­­* ... * .... ­­* ............ * ... ­­** ................ * ... ­* ......................... .......... - ............. ­­­­ ............... - ....... * ........ - ... ­­ ..... ­* .......... * ................ - I I AT SOUND RATED WALLS INSTALL ELECTRICALJ -BOXES ON i I I � 9 ; I : , � � 1 ;OPPOSING WALLS SO THEY ARE COMPLETELY SEPARATED i * � � : I... I ..... I--, ...... � .. .... _1 ........ �.­­­­­ ....... I., .......... - ... ­­­ ...................... � ... I ....... ___ ..... � ........ � .......... - ............... -, ..... ­-.1 .... -1-1 ....... � ....... � .......... � ...... ­­ .... - ......... � .... � .... ­­­ ..... ­­­_­­­.; I : � � t : I I PROVIDE WATER RESISTANT GYPSUM WALL BOARD : : � � : �� 1 10 1'HROUGLI OUT WALLS AND CEILINGS IN BATHROOMS AND t I : . ; I � 1, , j � V� ; ET AREAS _"",_,___,___, 11­_1_____-_1_ ________1 . . . ........ ! _._"___ ______, _ _ _ 1 1__111 , 11 <PRO'VI DE CE MENT BOARD AT ALL CERAMI C TILE AREAS � ........... .. ........ � .... 11 ... I ...... ­:­ ... -1--l- .... ­­­­ ... I ... I..", ..... - ........................................... I ..... I ................ - ...... ­­ ... � ... ­­­.1_­­­ .... � ....... I ... � ..................... � ......................... � .... I ..... I ... � ..... ­� ,, - i I I : : � I �AIJ_ INTERIOR DOORS AT INSIDE CORNERS ARE TO BE ; : � � ! I : : 12 1 LOCATED 6" FROM ADJACENT NT WALL TO J A-,\,IB UNLE SS : t : I � I I I : : I OT. HERNVTSE I NOTED .... ... -.11 1 .... .... III-1- ...­­­­_­1­­ ........ ........... .... I .... ....... ___ ..... -.1 ...... ­1 ......... - ....... __ .... _­ ... - ......... I ............. . ........ . .... . ................... . ................. . ....... ­­ .....1.....................; z I p : PROVIDE -ALL FIRE BLOCKS AND DRAFT STOPS AS REQUIRED . : ; � : � I , BY IRC SECTION R502.12AND R602.8 : I I � , i ................ I ........ .... -1-1- .... 1,11--_ .... _-.1- ..... ___ . .... . .. 1.1-1-- ........ ____ ... __1--_1__-1___ .... � .... "I., ... ______1 ... � . .... � ...... � ... __ --- 1- ..... I.- ........... I ......... -1--l-.1--1 ..... __ . . ........ *1, ; . � ALL NEW WALL SURFACES ARE TO BE TAPED, FINISHED ANDI : 14 � : � : I : I '\ : , � j .................... ...... ...... J. PAINTED UNLESS OTHERWISE NOTED ; ­..­­; ..... I .... ­­ ... ­­ ... ­-1--l-I ... I-- .... � ........... ... I-- ....... 1--­ ......... ... -.1 ..................... ....... � .... ­_­11­_­­­­1­ . .... -.1 .......... I ... � ... ­­-­­_-_­_­ ..... ................ � .......... : � I : PROVIDE TRE ATED LUMBER FOR ALL P1_/kTES AT SLAB ON I I , I 15 , , i � I GRADE CONDITIONS AND CONCEALED MEMBERS IN � ; i I i CONTACT W/FOUNDATIONS 11 A PAj1DL\_`1rITI0N NOTES I I T N 9 0 T T 1" NOT TO SCALE I : ! : SOUND I � :WALL : ':TOTAL FIRE iUL I . . : � I II D...E... � S.... C..R. ­I­P1 ..T.. � ..I...O.... N - ........ ­.­ .................... . ... � ........... ­­ .... ­­ ..... 1­­­._­­­­­1 ...... - ...... ­­t ; ­. W­­ID­­ T..H ..... ..: � .R.. � . A...T....I...N....G......: . . .D. � ..E....S.. - I.G.. � .N.....# .. ...R... A.. INC TyP­ ­._­.­,.- . . :CONCRETE: 7/8" STUCCO, 1/2" PLYWOOD, I : I : � � �. � � DAIVIPROOFING, 8" CONCRETE, 2x4FURRING W/ I � � W2A I I : I I/ 2" FLOAT AT B OTTONI, R- 1 9 FACED BATT I : ; . � I � I : � I : INSUL,1�17 ION,'VAPOR BARRIER, 5/8" GYP i 13-1/2" i NA 1NA NA , , ....... ­­ .... ........... ­­­ ................. � ....... . . .......... - ___:� ....... � ..... _'. .1.1 ...... I., ... I. . . � i CONCRETE : 8 " CONCRE, TE, 2xFURRIN G W / I- " W213 1/2 FLOAT AT BOT'1'0\/I 1-1/2" RIGID I : : 1 I ; INSULATION VAPOR BARRIER, 5/ 8" GYP .. . ......... �: -0-1/§" iNA �NA i NA � ............. ...... ____ ..... _._1­­­­1 ..... 11--l- 1.1-11-1-11-1.1-- ..... ­_1­1­­1.­_.1­,1 .... ­­­ ........... � ...... . 1111.. I. .1 - ...... .. ­­ ..... - ... I ...... -1-1 ... - - � -,.. : , : I CONCRETE: 6" STONE VE NEER, FELT, 1/2" I : PLYWOOD, DAMPROOFING, 8 " CONCRETE, I : I z z W2C : ; 2x4FURRING W / 1-1/2" FLOAT BOTTOM, R-19 I � I . : I � FACED BAIT INSULATION � VAPOR BARRIER, I � � I I 1 5/8" GYP : : 18-5/8" NA iNA �NA I ...... - - - ...... � ................... ­11--.1--l-1-1-1- ... - ... � ........ - ...... � ..... � .... I ....... - ........ ­_ .......... � .... - ... I ..... ­­­ ... ..... � ... 4� ........ ­%, ............... � ... -.1-i � ..... ­­­ .... - ...... ­�­­­­. ......... I CONCRETE: 7/ 8" S TUCCO 1/2" PLYWOOD, I I I I I I i I I z . I I I I I I W2D DANIPROOFING, 8 CONCRETE, 2X4 FURRING R- 19 FACED BAIT INSUL, VAPOR BARRIER, 5/8 ; I I . GYP : - I/ 2" 1 NA 1NA INA ; I - . - , ................. �3 .... I ......... : ........ � ........... - ......... - .......... � ..................... . � . .................... � .... ___._ .... � ...... - .... ............. ....... � ........ ­­� ........ - ....... ­- I z � � W2E . :C-ONCRETE. 8" � CONCRETE .81, ­NA : I I NA .NI � � I I I 1A _1­_11,�--,-,-,--------,--------"--",'I ---- 11_____'______1_1_1­_ -1--"."-,--------"1-1---- -,---- STONE: 6" STONE VENEER, FELT, 1/2 " I : . I ; I I I I W2F :PLYWOOD, 8" CONCRETE, 1/2" PL-�,AVOOD, FELT I I : : I I : I : : . 1 . I : : NA ; I � I I :6" STONE VENEER :2111 : NA INA I . -1-1-11 .......... �.� ... � .... ­­ ........ � ....... - ........ � ... � ..... � ...... � ...... - ...... � ... ­_ .......... � ..... _­ ..... � ...... � ...... � .............. � ....... - ....... � .... I'.. -1- ...... - .. ... � ........ � ............ ..... ..... � ..... ­­­­ ........... ­­- ! I ; I :: I STONE: 6" STONE VENEERI FE LT, 1/2" I W2G _: PLYWOOD, DAMPROOFING, I'-8" CONCRETE . � z I . I : , ... .. ... . . . ... - ....... � ....... - ............ � ... - ....... _:: . : .�- ... .�'V� �§ � !/..'�.I -N�".A ..�. NA NA .N..... A _ - .... ;.( II)__ .. . ___ ... . __ ... - ... - .......... � . - ... .. STONE: 611 STONE VENEER, FELT, 1/211 � ... .... ".....- I I I I I I � PLYWOOD, 2x4,1/2" AIRSPACE, 6x6 TIMBER I : I . � I W214 I . . . � . : POST, 1/2" AIR SPACE,2\4,1/2" PLYWOOD,FE LT I � I : I I . 6" STONE VENEER �­ " . .. . 1.11, ... - 1-:- I I : 20-1/2" a : I NA NA _N� I A -1111. ­ ......... C6 N6kkft. ,/giGYP, 2, FURRINGW /1 1/2" I W21 'RIGID INSULATION, 8" CONCRETE, . I : : . I DA\,I PI R 1- O:OF....I. ­N­ ..G ..... .. ­­­ .... � .. .... � ....... . ­­ ... � ....... . � .... . ­­ . .... ­­ ........ ... � -.1-111 I I I 10-1/, 8_" . N� A , N_ ...A ... . ­NA �1 -- - C� CREkE: 5/8" GYP, 2xFURRING, 8" . -.11.1111 I ALTERNATE BID BID ITEMS: I W2J CONCRETE, 2xFURRING, 1/2" CEMEN T BOARD, : . I . I CE RANIIC TILE 42-3/8" ::NA `NA 'NA I I : ; : , : .11..11.... - .... _. ", ......... � ......... - I : ' � ­' - * "" : I I . �C �4aE' :' -1-6ti-CO ... N *C' R .... EA'T*,E",,--2,x,F,U*R'l�l*'N""G"'W/, ALT NO. 1. This alternate is not used in new construction' option . I I � . : . I - � . ; : I . I I � W2K 11/2" RIGID INSULATION, VAPOR BARRIER, 1/2" I : . I I : : : : I ALT NO. 2. ModifV existing gas forced air furnace system to hydronic with pipe I : I . , I I CEMENT BOARD, CERAMIC TILE 18-1/4"NA INA �� NA � � I I .. ... .... ..... � ........ ......... .-Ill .... ... -.1 ­­ _-1.1--l- ... � .... � ... _-.1-1-111111-1­11111 ­­,! ...... - ... - ... � ... I . . : . : distribution to baseboard radiators throughout the home. Remove all unused . : I ; I : I I :STONE: 6" STONE VENEER, FELT, 1/211 . I . Wj ; I _L : I � I, ductwork and associated devices. Radiator locations to be coordinated with ; : i : I : I . I ' PLYWOOD, 2x6 STUD, R-291 BATT INSULATION :12" :NA :NA INA : : � :... ... 1-1-...- ... � .... � ............................................... _­ ...... � .... � .......... � ... � ... ­­.- ..... ­­ ... � ... - ... - ....... - ..... - .... � .......... � .............. � ......... i ....... � ............... .. � .......1....111........... ........ � ..... ­­ ...... I . . I : � Interior Designer prior to installation. Produce complete shop draxvings for I : I 1. , I : :611 :NA :NA -NA I W2M :STONE: 6" STONE VENEER � : : � - . : . : I coordination. I.-I ...... - ...... _:_ ................... . ............ __ ..... . ................... . .... . ...................................... . ....... . .......................... . ........ __i­ ............... ..... ­t .... ........ . ........ :1 ..... ­-.11-1.1-1 .... 1-:1-1- ..... � ... I-- I I ; I NA : I W29N :CONCRETE: DAMPROOFING, 16" CONCRETE :16' :NA :NA I � .1.1 I ... 1- : I . ........... :__ .... - .... _­_ ..... ­­ .............. .... -:11-1-1-1-1 .... 1.1-- ............ ___ ..... ­­­­ ... __ ...... __­­.­­­­ ......... ­­ .... ­­_­ .... � ... � ............. , ...... 11-111--­-, *­­­ : . . I I : :811 : . I � W20 :CONCRETE: DAIMPROOFING, 8" CONCRETE : .NA �: NA .NA : : ALT NO. 3. Delete snow melt and concrete topping slab at the elevated Level 2 Kitchen I-11111.1.1-- ..... �' � � --­­ --- - -­­­ -- - ­ - I.- .. . ......... ­1.1­.­1;.111­ 1-1.1- ... - "'.1 ........... -, � ...... .... � ..... . .......... �- - I ; ; I I � ;C6NC fi��,­'5'� Aii'G�, P, 2xFURRING, 8" � � ; � I . I 212 and Living Room 211 deck. Re-size mechanical boiler asrequifed to � � I . � � W2P I CO\CRETE, 2xFURRING, 1/2" GYP, CERANITC . : N I : : . . , porch, steps and I JILE, :12-1/2":NA :NA :NA accommodate the reduced load of 'ust the driveway entry : : : I � : : : __ .... ___ I � _ , ". ­ - - 1-1.1.1-11- ... � 11.1-1.111.1 ...... - ...... � ......... � ... �. - -, I-- -1-1111--, ­.­­:� ... i � : I I ; ; : I I � patio snow melt areas. � :CONCRETE: 5/8" GYP, 2xFURRING,8" I I I � I I : : W2Q :CONCRETE,2xFU ING, 1/2" CEMENT BOARD, I I I ,RR � I I : I I � : I I ALT NO. 4. This alternate is not used in 'new construction, option I .3/4" STONE :12-7/8" 1NA 1NA NA I I . . - ; - I.I.I.-I-1-1-1--l- ­­ ... ­­­ ... ­­ ..... ­­­­ ............. - ... ... - ................ ­­­­ . . .... � .. ............ . .... � ...... ... I-, ... .­­­ - I ­­ ..... ­ , ­­­ ...... ­- ALTERNATE BID 11'EMS P ART I T I 0 N­ T Y P E S 4 T NOT TO SCALE [3] T NOT TO SCALE NEW CONCRETE WALLS U ZZ 77 =Z= NEW STONE VENEER WALLS I I NEW WALLS ; �­ ... - .... - ........ . .... ­_ ... - ...... . 11 ... 11 I I CDI-15-07 I � ---- . I : I ; I I I I TOTAL SHEETS IN SET; 78 . I CIVIL ­­­­ 1.1-1-111. I-- DRAWING 11INGIT-I.TLE1.111 SURVEY NUMBER OF CIVIL SHEETS - ... .... _ ...... . -1- ...... ­* .... . " , * , '­ ... .. .... * , ­­­­_ I I : ..111,1.. ..,,�.I.I.I.I....","�ll.�,.�.�'..�.I.I.��....",�ll.l.�ll..�,.'..,....�'ll,��-11�-,-.,-,,�'ll-l�II.".,� ......... � ..... � - ­­ --- ----- - ...... �...�1.1.1�,,�l.-I.�l.-�-,�..,.. : i : NUMBER OF ARCHITECTURAL SHEETS -.1--.1-1: ....... ­­ ..... ­­ ... ­­­ ........................,.. -.1 -1- . ..... I-- ..... 11 ....... I.- .... 111-1-1.1.1 ........... I ... ­­ ....... ­-.1--l- .... I-- ....... I ........... ­1 ... - i L1'N­G­­'­*;:` � , WALL I ITOTAL ;FIRE <� Ul, ii SOUND 5 ­ DEOLIION S .LE .I U N.. N __ S .... .... -.1.11 ......... � ................. I.- .... � ......... I ..... I ... I ... ­­­ ... - .... : :TYPE :­­­ ............... I ::I DE.S..C. R� ..I.P .TION ,_ .......... . ... - . . - ...... ­­ .... ­11- ............. .... I! WIDT F I .. � ... ................. � ....... RATING, G D ESIGN # ;. RATI NG �I .. ... .., .%_ ... 1111.1.11 ... ___ ..... � .............. ...... ­­, .D..1. . ....... -- ... - ... I 6 - I .M..T.- DEMOLITION E....W .... .E. � ..L.. - E.... V� ....A. - ..T....I...O.... ­N­ ..S ... � ... � ...................................... � .............. � ............... � .... ... ...... � .......... � .... __ 1.1-111 ,*,, : 111111111 ......._� ; I � I . I: EXTERIOR: 8" STUCC O 1/2" PLYOOD2xI0 / � : N A II I NA I NA � � I � I ID., ..I. .. I ... -- .. � ........ 1 . Al ALO ... ��­ ... - ............ - ......... ......... .. .... ITE PLAN 3. A : I_N_ V� A� U... T....I. P-1O-11R R­­R­ I..E.... R.... , i I � I � : I I I I I z I � � . . . ... . 1 - ..A� .... ­ . � .1.-.1.-...1...1.-..1...1.- .. . . ... . .­...1 . ....................... . .- ... . .- . .I .P....... L .1.- ..A...... . ­... ­ ...W. I .... ..... ..... 5/8 GYP ....S.. I 1-011 .N....., . .. 1B1 ...A..... � 1 - ........... .W......./...R.. ..-..2....1 .. ..B....A. � ...T....T . � .. .. ­L­A.­ .... .... �111/" 1 ... 1 11 -1- ...-... - . II I NA ... � ................... . A �Ir ......A .... ..... - ......... I . . . :I :: � N..... � . : . A .... ..... . _� ..A..., ..-..LI . .I ....I . . I � ....... .I ........ .� ... - ... AI.2 ­.LANDSCAPE -­11 .N SITE LI GHTI N G P..L.. ..... ........... I .­...­ .. 1.-...1.-...-...l.- ..... .... � ............. 1: .­ .. ....... N -. - � ..... .. I ..­.. . .­.­ . ­... . ..... I . ....... I ­� .......... ­­: ­ F..RA.M.... I­NG D. E.TAI L.S . .AND . - .. - . .....� ... . . - ..... ­S­E­­C­ .T... ­I­ O.....N.....S ... .. - ...... ...... . ­­ . ...... f I � ; I : I 3 �.:. ­; D­ PLAN' _.......,. . 1�­ .I ..... . . .. ­­­­­ ........ ... .. -- G E W313 " 2" 2 : EXTERIOR: 7/8STUCCO, 1/ PLYOOD I xI0 i Ta 0 0 T T . - .. .. I ... � ...... A2.0 - .. . ...R.. -.A.1-I1.-NA1 .... FLOOR PLAN BASEMENT L LT I I 1111111111-11- ...... : :W/R-21 BATT INSULATION, VAPOR BARRIER ... � ..... � ....... I ... ­­ .......... � ... � .......... � ...... � ... ­­­­­ ........ � ..... � ............................................... � ........... i MJ-t>/8" 111-1-1 ............... INA I- ...................... I INA *111-- ... __ � I I : I ;NA . I : ... _:­ ....1-- ....... . .. I ..A..... I--L.1' A2.1 ... ........ .,, � .11 .­...­ .... .,.1.l.,.,..."....."..,.,..... . ­ � I .,...,.�."...... ­.-1.1.11.-1"1- : I I FLOOR PLAN LEVEL ONE - .... ­. -.1 ...... � ... - ....... � .... ­­ ... ­­­ .......... � ................... ­­­­ ...... . � .... � ....................... . ....... - ......... � ....... � ............ ­­­­ ... � ... � . . I . I . :­­ . ; � � EXTERIOR: 7/8" STUCCO, 1/2" PLYWOOD,2x6, � ' � I I 7 I I �111*11 � : I : � � � : � I � I .... � ___ ... - A2.2 ­­...­­11­.­.­­ : : : FLOOR PLAN LEVEL TWO ... ­._____ ....... _­­­ ........ ­­­­.- ..... : .......................... ..... ", .... 11- ....... ........ 111.111- ..... ... � ... � ................ � ... ­. I I . . � W3C : :1 /2" PLYWOOD, 7/8" STUCCO �7-3 4" I / 1111­11­­­� I I INA -1-I.-I-111-1- I I z :NA ,I, I 1-11-1 __ ; . . I I : . ; NA � ....... : ........ - ... � .... � . ...... 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BUILDING SECTIONS ..­. . . . ... . 1 ."..­... .I . ... � ...... . . . .. . . ...­ . . ­ ... .. ,..1.- :.........­­­ W31 : W/R-21 GATT INSLATION, VAPOR BARRIER, � � 11 A5.2 ..... .... 1 . 1...1 1O­ 1. ,... 1-1-..............._ .. .­1-...... - ..... ­1......... ...I........... � SECTIONS . I- ..... . ......... .... . . - .� .­ - "� �... ..� '..­....�.. 1/2" CE ENT BOARD CE RAIC TILE � �11-3/8" NA NA � : NA -I A-1-- ...� .. � ......... .... .- ... .­.. ..- ... . .. ..­ ..... ..V.. .......I.I ­.. ...­...E... .. ..1.­ ...- .. 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C.E.NIE N1T BOAR1D., 3/41"- 1-1/4 .1 1 1 . .1-1111-1­1._­1.­. 1.1-11-1-111-1 . 1-1--1 11-1- 1­1 . ..1-11- .. A.6.0 ... I-- .... ............... ' ...... :: TE E DETAILS ..1.�.... ­ ­ ...... *­­ ..... * ... ­ ................ * .... * ... * ...... * . .... ... ......1... .... ...... ..... ..... *­ ... ......... * ....... ­­1 ........ ­­ ............ .. ­­* R.R..A. ­ ­* ..- . . .. 11... � .. 11 .. .-Y-1 . .. ­ . ... .. -.11--­ .... ........ - ... .... - ... - .­­­­­­­­­­ ...­­ ........ ..­­ .... ....__­.. .. . � 1:­­­ ..­­ .. ..... . ...... ­­ ... .. � .. .. 1 ..­­­ ...... � .. .... ,­­­.­1­1­­­ I A6.1 ... -1--l.-I-11.1 ; .C. : MISC DETAILS . . ; . .. ... . ­..-11 .� ..- . ­­1­­­­.... ,.,.1 .,.".". ­ .. ­­ ... 1-1- .. I-- ... ­­­ .­­ - � I . I I � . � : A6.2 : I :FIREPLACE DETAILS I WAIJI : , TOTAL : . . :FIRE :UL : � 'SOUND I ; 1 I .....:., : :....,....,,.�,_,..,. ... ",,,:,,-,�---.,,.--,--v----,-,,---------,-.----- ATO I � VERTICAL CIRCULATION-STAIR I PlJXNS TYPE �DESCRIPTION �` WIRTI- 1J.' YMING: : DESIGN# � RATING: . ........ ..... � ... � .......... ­'. ....... - ..... . ................... ­­ ..... - ... . ..... - ...... . ......................... . ... ...... . ..... . .................. . .... ­­ .... ­­ .... . ........ ­­­ ..... � .......... . I ----�-1--,------------,--,---l-I I -------- I-------,---------- . :6 .1�---�,--,--,--.--�,- . � � � ATI : :VERTICAL CIRCULATION; -ST AIR I SECTIONS, DETAILS W4A . �: PARTITION; 5/8" GYP, 2x6,5/8" GYP ; : - 3/4" 1NA 1NA ; : 50 � ..... - .............. � ... � .... ­:., ...... ­-.1--­1 ... I ....... 1-1.1-1 ...... I ... ... ...... I ..... 1-1- .... . .... I ..... - .... . ...... ­­.1.._­­1 .... I ..... I .... - .... 1- ...... . ..... I ...... . ... I ... ­­1 : ..... ­­.­ .......... W413 : �­...­­­­ ...... . ........ ­.­ ... 1--l- ... � ............................ ... 1.�.I.I...,.,.��,,�.111.1l.l.l..�..,.�.I.�.�..�I ... I.I...'���.-:,..�'..".,..,..�,,�. PARTITION: 5/8" GYP, 2x4,5/8" GYP I 11111111.1--l". : :4-3/4" � . 1-1.1-r.-I ;NA I ........ ­11.1­1.111­�'. . :NA i_ -1 ...... _­ � : I : :50 � I AT2 .-I-1.1 .... - ......... : : : VERTI CAL CIRC UL,XTION-STAIR 4 PLANS � .... 1- .... -1--l- .... 11 ... ­­._­­­1­­­­­ .... -1-11.1-1111 ... -.1-111- ..... � .... � ... ­­­­11­­.­ .......... ­11-11- .... _ . ;DOORS .1 ............... .. � ...... - ..... � .... ­­­ ... � . ................ - ......... ­­­­ ... - .... - ... � ......... � .... � ......... � ............. � ......... ­­.­ .............. : ; : ..... I .... - ..... 1.1-11--.1111............. .... ....... � .... ­­ .... � ....... �­ ..... � ............. � .... : I : A8.0 ; AND WI NDOWS-TYPES W4C ... 11 ........ 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I ..... � ..... ­­­- ; : � INTERIOR ELEVATIONS W4E I � � PARTITION: CERAMIC TILE, 1/2" CEMENT . : I: : ; It :6-7/8 I ; NA ; . INA 3 . : I : : 1 65 : ..... A9.2 ........ I ............. .... . .. .... I ... I- ..... I ............ : 'INTERjORELEVA' 17IONS : .... - ... - .... � ......... I-- .... - ........ 11-.1-1.1 ..... - ........ � .......... I ...... 11 .... - .... I-- ..... - ..... I ....... � ......... � .... � ....... I-- ...... .... -1.1111.1- ... ­­: � � ... �" GYP I.PQAAA,;-t�§,.�/ ..1-1-1-- ........... � ................ � ... � ...... � ..... � ..... � ............... - .... � .............. : : ­-" . ....... - -­.­­;.­­­ : : ........ I- i I . I .... � ............ - ...... � I � I I ........ .... -, i� ........... I � ... A9.3 ; I : INTERIOR ELE VATIONS �; : I PARTITION: CERAMICTILE, 1/2" CEMENT � I , : : I I : z z I I . � I : � � � : I : : ­­­ ... - .......... � ..... A9.4 -.1,1 ...... 1- ....... - ... - ......... - ......... . .................... ­­­ ............. ­­ ............. . .... . ........ . ....... ­­ ..... . ... . ......... . ...... 1 ... 1 ...... 1 .... 1 ...... - I : : INTERIOR ELEVATIONS W417 ':BOARD, 2x6,1/2" CEMENT BOARD, CERAMIC : � : :71' I : I I I I NA I I I ;NA I � I : i 65 : I : I : ­­.­ 1­1111.­ -1. A9.5 � , , , * " ,,, I—- "' , -, - ­1 - ­­1 ...1111... - , " , "" ""' " "" - ­ " , """ , "" " � : INTERIOR ELEVATIONS : -1- ...... - ........ (TILE I I ....... � ........... � ...... � ........ - ......... � .... ­­­, ..... 1.��.�I.I.I..�..,.,."...�....���..'� ... I-- .... -.1 ... - .... - .... I ... I .... � ........ I : I : ............... ­­­­i­­­­­­­ . : I I ...... I ; I ­­ .... � .... � ... � ............. � : � I . : t I � ........ � ......... ­­ ... I ....................... � ..... A9.6 � ..... I ....... � .................... � ... ­"....- ......................................... � ...... - ...... . - ....... ­­ .................. � ............ � ... - ........... - ... � ........ - ........ � ........... ­­ ...... ­- , : INTERIOR ELL, ✓VATIONS ; ........... ............................... ­ ..... . . . ... . ...... . ................ . ............. ­­­ ... - .... . ........ , ............ . ....... ­­ ........ - ........... ­­ ... W4G I� PARTITION. 2x FURRING, 5/8" GYP I 2-1/8 I s :I NA I NA < � I NA -A1-91 ...7 ... -.1 - - ...... .. "I,: ; ,IN'...T.-�-ER1�-I�.OR " E. .L.... E_­V­A­ T... � -I-O----- N­­S _­ ­­­­­11 ... "..--1.1- ....... 11 ..... . ...... ­­ ........ . ..... ­___-, I 11 ........... ­1­­­:­1­­­­­1 � ..... ­­­ ... I .... I ... I- ..... ­-.1-1 ........... � ... ­­11 ..... ­11-11 ......... � .... -.1-- .... 1.11.1- ....... � ... I : I � .... "I - * .......... I : I� .... � ....... ___ I . I ... -A-1- ... __.-I.- I : I ; ...... �� ..... - .......... � ...... � A9.8 ....... I .... � INTERIOR ELEVATIONS ...... -:1.1.1- ...... � ............ I ... 1- ....... � .... - .... . 1.1- .... . ... ­­­ ..... . ....... . ... 1.11-11--1.111 ... - ..... - ................ 1.11- .... I.I.-I ... -.111-1-1-1- z � I FINISH. I-x6, Ix8, 1\10 WOOD PLANI-,:S FINISH � : I . : I : I I I � . I I � I . � I I I � : - ­­­­ A%9 � ............... � ....... ­­­ . ! TION :: I NTE RI OR ELL, VA L IS .... ;­ ... - .............. . ... . ......... ­­ .......... - ............. ­­ ............... . ........ . ..... . ..... . ............. , ............................ . ................. - .... - .... I W4H � ?SURFACE OVER SCHEDULED WALL, RE: � ; ::3/411 : :: NA � INA ; �� NA : � : A9.10 ,�...-.".,.,�,�'..,..,.�..",,�11.11��l,.'I I 'INTERIOR ELEVATIONS ... - ............... -1--.11 ... 1.11--­ -.1111-111- .. .... _____­­1­­1­_ _­ ­­1111.1-1-, � - ........ _­­.1._.._11_­­­111 ... - - I � INTERIORS FOR BOARD LAYOUT DIRECTIONS ; I I : . : : . I : I ; � � : : � � � : � : I : A10.0 ... � .. . ... � ..... - ...... I : F1 NI SH SCH EDULE � ...... ­­ .... ­­ . ......... - ......... � ................. � .... � .... ­­­ ........ ­­­ ... � ...... ­­ ............ � ... � ...... � .......... � ..... - ...... � ...... � .......... ­­ ...... � ... ­- . ........... ­1 .......... � � 1-1- ........ 1­1 ......................... ­­­.... .... 1- ...... - ................... I-- ..... - ..... ­­­1 .... � ... -I.-I ... -1- ........ � FINISH I WAINSCOT: I x6, I x8, I x I 0 WOOD . , ..... __ .............. � . : : I : I %__ .... ___ ...... I : _�_ ..... � ... - ..... � - ; : ; � I"...... - ............. I ... � ... I I � I z : . : ; : . ; A10.1 I ... ­­ ..... ­-1.1 ..... . : : i F1 NISH PLAN- BASEMENT LEVEL � ...... 1- ...... ­­ ......... ­­ ... - ............ . ..... . ..... . ... - ........ ­­ ............ . ..... . ................................. . .......... . ..... ­­­ .......... . ........ - ..... ­­- W41 � :� PLAN, KS FINISH SURFACE 36" \XL�-UNSCUFOVER . : ': 3/4" I : :NA . I INA : I NA : : A10.2 ­11 ........ I ......... ­­ : I FINISH I>L,'),N- LEVEL ONE : ­:­1__.1­ ............ ­­ .... ­.­ ............. .. � ...... � .... � ........ . . ..... ­­­­­ ........ ­­ ........ - ... ­­­ ......... � . . ..... ­­ ........ ­­ .... , I I I ' SC W L L E. D.ULE D I I : I I I I � : I I _ I 3 I I I FT N I .SH PL A.1N.- L. E. . V1E.LT. ­W. ­­O ­ 1 . ­.­­­ .. . I ... ............. . -1 . 1.1- 1 - - II.- ... . -1- 1.1.1- 1-1- .� ... I ............A10. .. .. ............ ­­ ..... -.-1-.- ...... -1-1-1.. .... - ...... .H. . . . � .A. . . . . ... .. ­­ ..... I ...I ....... -.1 ... ...I .. ....... ....... ..... .. ... I ... ­­ ..... - .... I ...... - .......... ............ .. I .... - .. ­­­ ....... ...... .. : - ..... . ......._ � I .... 11 . ;....1...1.....11.......... . ; A 10.4 ... I FINISH PLAN- LOFT LE VEL . ..... ....... ­­­ ..... ­.­ .... ...... ........ ............. ......... - ................. ­­ ........... ..... ....- . ... ....... . . .. .... . I � FINISH: CEEAMlC TILE OVER 1/2" CE MENT :I I I I : I ; I I 7 � � : � : 1 -1-... I ..... I ­­ A10.5 I : : � 1, -1 REFLECTED CEILING PLAN- BASEMENT LE VEL 11 ­Iw� _INISI ........... � ..... � ..... ­­-.111-1-1 .... -1-1 ...... 11 .... ­­­­­ ......... . .... ­­ ... ­­­ ......... 111-1- 1­11 ..... .......... � ........ I W4j � : BOARD , ; : : I : lit ; INA I I . I INA � I ; I I �NA ; � I . : I . 1-111.1.1. 11. ­­ A.101,6 .......... .... . .. ... . . ........... ­­ ,­ I � .... ...: F1 NISH REFLECTED CEILING PLAN- IE VEL ONE T111-1 *11, I - I ­­­­­­­­­­­, 1-1-1,11, * 1--11 ...... ­* ...... * ............... ­* ....... .. ............................... ....... . . . ...... . ....... I . . I � - - '. � : . : � ...... I I "I � ... .1-1-1- 4 � : A10.7 I I FINISH REFLECTED CEILING PLAN- LEVELIAVO I ­­­' � I PARTITION: CERAMICTILE, 1/2" CEMENT � I : : ; I � I I I i I � � : I : . ­­ ...I. -. .1.........1......1;....1...... jAI0.8 � .. - ... � ..... � ... - ....... ­­ .... � .......... � ... � ...... � ..... � ... . ........ � ...................................... ­­­ ........... � ............... ­­ ....... : : FINISH RE PLE CZ CEILI N G PLAN - LO PT LEVEL W4K :� BOARD, 2x4, (R-19 FACED BATT INSUL, VAPOR I : A-I I : /4" : :NA ��NA I � iNA : I I . I : 1___.� I � BARRIER AT ALL E_'K.TE RIOR WALLS) 1--ll---,-11�,,.--,-.�1--l--,--"-,,., :.,,,,,'ll1l.1--l'-l--�-1-1---,,'ll".���,.-�,,"-.,,.,,,.,�_,,--.,,.:,:,-"-�.�-----�-."�". : : : I . 111_1__­1_1111­­1_1�_­__11 I : I : ­­11-- 1. !STRUCTURAL . : ; I : W4L � FARTnTON: 5/8" GYP, 2xlO, 5/8" GYP ;10-1/2":NA : : : I : I I : z .NA I� NA I I I ..., ..... ­­­­ .......... � ......... ___­­.1­­1 .... ­­­ ............... � ... _-.1--.1.1 ... - ........ ­.__ ....... - .... 11.1-1-1 ... - ... 1.1- ... -.1 ... ­_.:___ ..... - ..... ___ � i �PARTITION: 5/8" GY'P, 2xlO, 1/2" CEMENT : I � W4M I :10-3/4":NA , ....... � ...... - ... � .� .. ..... . ... . ........ � ..... � ..... I I � I . : � INA INA I I �BOARD, CERAMIC TILL, : : - ...... 1- ....... -.1 .............. � ..... ­__ ... - ..... - .... � ............................................ � ......... - ............ � .... � ............. ­­ ..... � .... � ...... ­6 ... ­­­ ........ � ....... I I � I ; � I �­ ............ ­­­ .... I% ... � ............. ­­ ............. I ..... � >PARTITION: 2x4,1/2" CEMENT BOARD, 3/4"- 1- :5-1/4 - I : I W4N . :: 7 , � � � I I �NA �NA I NA I 1/4" STONE :5-3/4 � : I : : � . � . : .. . ... .� . ..... . ......... . ... ­­­­­­­­ .. . ................ . ..... ..... � .................. - ..... � ....... � ........... I ........ - ..... I .......... � I � � PARTITION: 3/4"- 1-1 /4" STONE TILE, 1/2" ...... � .......... � .... __ 1.1-111 ,*,, : 111111111 ......._� ; I � I � W40 :I CEMENT BOARD, 2x4, 1/2" CE NIENT BOARD, 3/4"-: 7"- 8 � : N A II I NA I NA � I : : �1-1/4"STONE TILE : .... � .......... * ......... .1- ...... I .... ­­­�­ - ........ ..... ... I .......... � ... - I- � ...... ........ I ................. I ......... I ........ I---- ... - ... - -- .. --­­- -.1- .. ........ J . : . . : I � : � I I , �­ ..... , ... *­ , - ......... I ... I-- ... - .... 1- .... I I " JARITITON: 5J8 GYP, 2*1/2CEMENT 7-7/8- -' " " W4P NA I NA NA � I 1 4- -/4ON 8-3/8 BOARD11 STE TILE /, � I I : I I I I � i : I I ............. I ........ ­IL­.­­ ..... ­-.1 ..... 11 ... I-- ............... � .... � .................................... I ........... 1-1-1- ... -.1-I.- : ...... � .............. ­�.- I � '­ ... � ........ � .......... 1' � :PARTITION: 3/4"- 1-1 /4" STONE TI LE, 1/2" ; : : - � -1 .... I ..... _-I ....... - ........... 11-1 ... � ........... I . : I � ; : I I : � I I W4Q '� CENMEXT BOARD, 2x6,1/2" CEMENT BOARD, 3/4"i 9" - 10" : I N A NA ; NA I I : I 1-1/4" STONE TILE : I I I z I � � PAIN)!"I'ITION TYPES x - .­ ........ ­­­-, I I T T T T I I .FRAMING PLAN ROOT' � . . . . ..� .. ...... . ... . . . � .. ........ .. � .... � ....... ... ...... .......... .. ­­ ..� .......� . .. � .. ...... � ..... � ... � .... NOT TO SCALE CD11-1.15707 I 04 CD-171517.017. 60 x ............I - -... .. ­................ x ,.-....,..._,_. »11.........____ x .... I- ... 111-11-11.11-11-1-1.1.11 x .... � .................. 11- ... -.1--.1 x , ......1...111.- ...... 1-1 ... ­­ ... x ................ - .... - ......... - .... X.......... ­­- x x - .... ­­­­.­­1..1 .......11.1...1 ....... - ... ­­_ ..... x ....... I-- .... X ... ­­­­ .... __ ... - ... - .... - ... x ­­ ................ ........... ... .... ­11 X ... - 1.......111... .... � .................. x .... ­­1.1111 .1 . ....... I ............. x ................ ­­ ....... - .11.........1..1 I ........ . x ..1.1-1 .... 1­_____ ...... ­­­- x .... 11-111.1-11--l- .......... ....... -.11 ....... . ........x ... � ................ X ­-.1-1.1.1 ... 1. .... � .... - ....... x ....... ­­1­­­.1 ..... -.1 ......... -1-1 .............. �...... ................... X ­­­ .... - .... 1-111- ..... I ...... - X ...-I...." ................. . ...... ­- 1-1--l- ... I .... . . � x ................ X I.-.11.1-111-1 .... ­_­1­____ I ... -1--.1.1- ... x ­11....1.......1 ....... .............�....,..........., X .... �.�"..-�.�,.�,�.,�.�,�.,�.I.."_,.,. I—- ..... 1-1-1-x 1 ..... - ....... ".. .1 ............. - ........ x ............... x .1-- ...... � ............... ..... . ... I ... I ........... x ....... ­­- x .... I., ..... ­-1.1-1- ­.­ ..... . ---I- x I-,-- �................ ..................... - ... -1-11 ...... �............... ­-.1.1-1-1- X _..............m............ .. .. � .... - x .11---.1- ........................ . x .......1. 11........1..1 ................. x 111­_.­­.__ ........._11.,..... X ... I ............ - ... - ... I ....... ­­ .... x ........... ............................... x ..... ­11-111- ... ­1­11 ........ X -.1 .................� -1.1 .... ­ ­ ...11...........1..1......, . .1.111.. x -1- 1-11.11-- ...... . ....... � ....... x ..................... ­ ­­ .... 1-1- x -.1- ... ­11- ... -1.1.1-1--.1.1. x x ......... . ...... � .... � ........ - .......... x ....... - ......... -.11- ........... x x I .......... � ..... ___ ..... ­­- x .................. ....1...11........ X 111. _ 1-11-1-1-1 X . .................�............. . 1 111 ........ ............................... x - .... I .... ­­ .... . ........ -, ....... � ................................... � .... ­­ ... � ...................... � ..... - .... ­­­ ................................. ­­ ........... � ......... � ...... __ ...... _­11­11.11 ... ­­­­ ...... - .... 1--.1.1 ... I-- ... I I I I I � CDI-15-07 - ... -.1 ........ I .............. : ......... - .... - ... ­­­ ...... I ....... I ........ - ... -1-11.1-11--.1 ...... ­-.1-1 .... I-- ..... I ... -.11.1- ............ - ..... - .... I ... 11 ...... 1- .......... - .... I ........... � ..... � .... � ............................. I � ; NUMBER OF STRUCTURAL SHEETS i 15 : I I 11 I I I 1.11 11- 11-111. 1-1- - ­­­ - 1.1-11 111111111.1- ­1 I 11- - 11 I 11 11-1.1.."..- .......... _­­­ .......... � ......... . 1-.1-1- .... ­ ­_­­ ­.­­ . ........ I-- .......... ­­.- ......... � ...... ; I DRAWING :: I ; : I . I NUMBER il)RAWINGTITLE � � §1-.0 ... ­­­ � : I ............ 1 GENE RAL' STRUCTURAL NOTES I .... � ... � ........ ­1 ... ­11-1 ........ . ........... 11-11--­ ...... ­­ ....... . . . .............. � ......... � .... - ..... � .... � ... . . ...... � ..... � ....... � ... - .. . .... ­ ...... - ................ ...... - ... x -1-1 .... ­_­1 .... 1.11 S- IA ..... ...... I ... , � : k GENERAL STRUCTURAL NOTES .............. I ....... .... I-L, ... ­­­­ ... ­1 ........ ....... ........ .... - ... ­­­1­­_.... .... I .... ........ I-- ....... - ... 1.1--.1- .... 1.1-1 ........... I-- .......... ...... I ..... I ................ x ........... _...... ...... � S. L 2 . .. I ... - ...... : ,. T YPI C AL DETA.ILS ; * .............. ­ ........... .. ............... __ .... .............. . . . ...... ...... . .......... .. .. __ . ....... __ ..... __ ... . .. .. � ... __ ....... . ......... ...... __ ...... - . .... ...... - .... __ .1111; ...­.. I ......... . . . . I .­.x .. I S1.3 - 1-1-1111 . :; :TYPI CAL DETAILS . .... - ... ...I­­­ ........ ..... ­­­ � , .. � .... � . ­ � ........� ­­ ......... . ........ � . ­­­­­ ... ....... - .­­­­ ­ ­ , ..... ­..­.. x..... ­... ­.... - 51.4 . .. . ....... ......... I I I Y.P.ICAL DE. T...A.ILS . ... . ...... . � ................................. - ....... ­­­­� _­­.­ .... ...... - ............. . ...... ... ..... - .......... ............... ­­ . . ............ ­­ ......... . ............ ..J 11 ....... ........... x - .. .. ­­ ... S.. I.5 1 ..­­1 ... -.- r­ I . :TYPICAL Y.PICAL. DET. DETAILS . . .. . .� ... ............. � .... � .... � ......... - .. . ... ­­ ........ ....... ­­­­ ...­­ ... ­­ ......... ..... ........ - .............. ­­­ ..... - ....... � ..... ...­­­ .............. � ......... .. - ...... ­ .. ...... ...... - ..... - - X S2.0 ­11­­­­... � .Y P I.C.AL DE. TAIL1S . _ ­­­ ..... .. � ...... � ... ­­ .......... ­111.1.111-1-, ­­. ­.­­_1­x ­;­ .. I ... - .... . - - .....--1-1-1 ..­­.­­_ ­ ­­ ­­- S3.0 .........-I .................. : I I : � ;FRAMING PLAN LEVEL ONE � ­;­­ .... . 11 ...... ­­­­ .... I ... I .... I ....... 111-1-1.1-1-- ..... 1. ............................... ­.­­­­­ .... � ... I ... I., ........ -1-1 ... I ... - ......... I ................ � ...... � ...... x � .......... I ........ I ...... S3.1 ­­­ ... -.1 ...... ; I ; :FRAMING PLAN LEVEL TWO I I .... � ..... � ....... � ...... � ... ­11-1- ...................... - ... ­­­ ... ­­­­ .................... - ........... ­_­­ ... � .......... � ............... � ... � ... - ............................... ­�­ ... ­­­ x .... � .......... -1.1- ..... S3.2 ..... � - -1.1111111 I ; I :: FRAM ING PLAN LOFT LEVEL L . .. .... I+­­­­­ . .... � ..... - .... . . ............. ­­­­­ ... ­­­­­­ ­­ .... ­­ ... ... ­­ ...................... - ,,, - ... � .... . ­­ .. ,­­ ---- ­-1--­ ., � ....... . - x - .­ ........ ­­­-, S3. 3 . .1-1- ...1-1--l-.11 I I .FRAMING PLAN ROOT' � . . . . ..� .. ...... . ... . . . � .. ........ .. � .... � ....... ... ...... .......... .. ­­ ..� .......� . .. � .. ...... � ..... � ... � .... . �. ..�...� ... I S4.0 ........ � .... � ....... I I I : FOUNDATION DETAILS � � .......... �­­­ ... 1- ........... I ... � ... .... 111- -.1-1-11 ..... -.1 ............. . ­­­­­­1'­­­ ... ....... � ..... � ......................... � ........... � .... ­­ ....... � ... � .......... � ........ � ............ x � .......... - ..... 1S.11i.1-.0 11 1.1- .......... ­­: ­ F..RA.M.... I­NG D. E.TAI L.S . .AND . - .. - . .....� ... . . - ..... ­S­E­­C­ .T... ­I­ O.....N.....S ... .. - ...... ...... . ­­ . ...... - .... � ...x _ ­­ - S5. I 1­.­­1.­­­ I . I ;FRAMING DETAILS AND SECTIONS I .... I ...... .%­ ... � ..... ­­ ..... � .... I- ...... -1-1.1-1 ........ - ... 11-1 ... I-- ...... I ... 1-1- ............... ".�-1.1-.�'...�.���.,�.�.�.I.�..-.�.11.1.11'..�.�.I.Il-.,�..�lI ... I .... ­­­ ... �­­­ ... ­­ x ......... � ...... - --- - S5.2 : I I �: FRAMING DETAILS AND SECTIONS � I � x DRAWING INDEX Ta 0 0 T T NOT TO SCALE 9 14 �, � � 9 1, � 0 � t 0 � 0 � Z 0 _0_, 11 �� -0 I- e j � 8 Z ;.., 0 � a, 0 U P4 "t �14 � '0 � C U C I f4 I I e �- 11 V P4 , U . �D P4 " 1 4 C I I I � --i � � C) I D., � I C Q..) Ic % - �4 O( i-f I. C, 114 P4 ,( 0 ,C �, P4 1 0 � �- " U � , ��- Z ,4 f ,I t , � 0 i - V) I P. I i P ! 0 � C4 ' I I , C3:1 11 (ii Z 0 (A 1 9 • ! E . t • • N ;4 � � C/) = 0 � P.� t 1 1 L=29'08'35' R =6O, 00' L =30, 52' EDGE PLOWED ROAD ri r A X r M n n AA n T n n i r i nrN T=15, 60' s' 8150, 7 x___ L"M SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws the State of Colorado, do hereby certify that this topographic survey we made by me and under my supervision, and that the survey is accurate an correct to the best of my knowledge. ___________________________ Michael J. Post Colorado RL,S, 30116 Date: NOTES: 1) DATE OF SURVEY; 2/27/01 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) 3' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING, 5) BASIS OF ELEVATION: SEWER MH NORTH OF NORTH CRN. PARCELS A AND B. INVERT ELEV. = 8145,9, MEAS, RIM ELEV. = 8152.2 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY, A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS, 7) 1,0' CONTOUR INTERVAL 8) THIS LOT DOES NOT FALL WITHIN 100 YEAR FLOOD PLANE PER TOWN OF VAIL FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 080054 002 C MAP REVISED 5/1/85. 9) TREE DESIGNATION: INDICATES CONIFEROUS TREE & APPRX. TRUNK DIAMETER INDICATES DECIDUOUS TREE & APPRX, TRUNK DIAMETER 41199 HIGHWAY • P.O BOX 1230 EDWARDS, CO. :. ____(_970_)949-140_6 M. POST 3/20/02 03" W w mxmww I O 2 1 --(D—/ I co 0 3 EXISTING CRAWL SPACE DEMOLITION PLAN 01 0 41 8' SCALE. 114" = 1'-0" m 0 104 (D REMOVE STRUCTURE IN IT5 ENTIRETY, INCLUDING ALL SUBTERRANEAN FOUNDATIONS - CAP ALL EXISTING SERVICES A5 REQUIRED BY NEW M.E.P. SCOPE Of WORK. OVER EXCAVATE 51Tf A5 REQUIRED BY LIMITS Of NEW CONSTRUCTION. EXISTING 51TF WALL SHARED WITH ADJOINING PROPERTY TO BE PROTECTED THROUGH OUT CONSTRUCTION. 4 91 O O 0 0 0 P4 U ff�o 0- CE7 • • Knowls • u C :L cV a O U EXISTING LEVEL ONE DEMOLITION PLAN REMOVE STRUCTURE IN ITS ENTIRETY, INCLUDING ALL SYSTEMS ANC COMPONENTS. (E) SITE SLAB ON GRADE CONCRETE TO BE REMOVED - COORDINATE W1 (E) SEWER CLEAN OUTS TO REMAIN. REMOVE (E) FLAGSTONE PAVERS - STOCKPILE ON SITE FOR OWNERS USE. (E) SEWER CLEAN OUTS TO REMAIN - COORDINATE W1 PLUM. Q EXISTING SITE WALL SNARED WITH ADJOINING PROPERTY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. f 0 x I V sJ t� a Q u w U w H u U x P4 a a 0 a a U 0,0 a M, �+J EXISTING LEVEL TWO DEMOLITION PLAN T T T T 01 G1 41 ♦ 8' 5CALE: 1/4" ICEYNOTES REMOVE STRUCTURE IN IT5 ENTIRETY, INCLUDING ALL 5Y5TFM5 AN COMPONENT5. kel REMOVE (E) MARBLE TOP - 5ALVAGF f OR OWNf_K5 U5F. 0 ,�FMOVE (F) MARBLE DECK, WALL5, BUILT-IN 5HOWFR BENCH AND 5ALVAGE LAARBLE TILE5 fOR OWNEK5 U5F. P4 H U u O ff lm�o O V) V) A A 4- 771 ­4414 C/ z coo Mg m fl I EXISTING LOFT LEVEL DEMOLITION PLAN T n v a T T T C7' 41 61 6' SCALE: 1/4" = I'-011 (D REMOVE STRUCTURE IN ITS ENTIRETY, INCLUDING ALL SYSTEMS ANC COMPONENTS. n H u pr. 0 u M-4 522' m �N- cEi • • I O I a O EXlSTING ROOF DEMOLITION PLAN 01 41 8' SCALE: 1/4" = P-0" I [A REMOVE 5TPUCTUPf- IN 175 ENTIRETY, INCLUDING ALL 5Y5Tf-M5 ANI COMPONENTS. a 19 fl I If U 0 u an C� wEllighe -"Nlo a 0 • • • m T.0 LEVEL T LEVEL C GAR, EXISTING SOUTH ELEVATION- DEMOLITION T 41 G1 8' SCALE: 114" = P-0" AIM K D.DFCK ).DECK SLAB T.O.DECK � T,O.fOOTING P-Mrs wo C) 9U-j z Ud EXISTING NORTH ELEVATION- DEMOLITION T T T T 01 41 G1 8' SCALE: 114 = P-0" �K m illm ki--Awlmft-- (D REMOVE STRUCTURE IN ITS ENTIRETY, INCLUDING ALL SYSTEMS COMPONENTS. EX15TING 51TE WALL SHARED WITH ADJOINING FROFERTY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. ii 0 P4 0 P4 0 U M-4 C3:1 Mill Idk �f 0 H cn ig • • • • ar x v 0 U s s v I 0 Q ;L c: Q ,L4, T.O.CHIMNEY T.O.CHIMNEY T. • Rl DGE BEAM 1311-1 1/811 i • • G i Y LEVEL TWO T.O.DECK a� 1091-5 5/811 ' LEVEL ONE T.O.DECK 100' -7 1/211 GARAGE T.O.SLAB IOC?' -0" CP,AWL5PACFT.O.fOOTING �1► • EXIS'T'ING- WEST ELEVATION - - DEMOLITION T. ■ ■ r r 0' 4' G' 8' SCALE. 1/4" = P-011 EXISTING EAST ELEVATION- DEMOLI'T'ION r "''r r O' 4' G' 8' SCALE: 1/4" = P-0" in w , WY M T.O. FOOTI NG �LOfT T.i I � MMUZZ.Al r • r► GARAGE i .; !0 114 (D REMOVE EXISTING STRUCTURE IN IT5 ENTIRETY, INCLUDING ALL SYSTEMS AND COMPONENTS. WALL 5HARED WITH ADJOI N ING PROPERTY TO • Y AND M PROTECTED THROUGHOUT CONSTRUCTION. 1 a a a x c� v a x ca z R E!. O c9 a. U W F+ H U Pi O w l H P4 O 0 v A • I x 0 0 `SR+ v Q� LIMITS Of D15TUR.BANCE fFNCING SITE PLAN f �5 LEGAL DESC--R--,Ip'T� LOT 5, BLOCK 3 54 VAIL VILLAGE, Tf11RD FILING 5r5 I t-\ Nk-/ L--L t-\ Oi-3235 AC1 RE5 145092 5f LIMITS 'Of D15TURBANCE Fl�NCING 157 ACRE` 95 SF / -� ,58 i (1 (E) TREES TO REMAIN. PROTECT ALL TREES WITHIN LIMITS OF CON5T. BY i ERECTING A TEMPORARY FENCE AROUND THEM AT THE LIMITS OF THE DRIP LINE. PLANTER- OVER EXCAVATE AND PROVIDE NEW AMMENDED TOP 501L FOLLOWING PLACEMENT OF CONCRETE SLAB. FILL WITH SHRUBS ALTERNATING BETWEEN 5 GALLON MT. PINES AND 5 GALLON COMMON POTENTILLA I I PRE - FINISHED DOWNSPOUT- EXTEND AWAY FROM HOME A MIN. OF 3-AND DAYLIGHT ONTO STONE SLAB 1� TEMPORARY EROSION CONTROL- BALES Of HAY PLACED IN COMPLIANCE W/TOWN STANDARDS. REMOVE FOLLOWING CONSTRUCTION COMPLETION. 3 (E} BOULDER TO BE RELOCATED TO NORTH SIDE DAY* LIGHT SUMP PUMP AT DRAINAGE TRENCH IF ALLOWABLE- PROVIDE RIP RAP AND CONC HEADER AS REQUIRED AND PER TOWN STANDARDS- RE :SOILS REPORT IF CONNECTION 15 TO BE INTO STORM SEWER a OPEN UP (E) CULVERT AND PROVIDE DRAINAGE TRENCH WITH BOULDER EDGE TC� MATCH ADJACENT REMOVE (E) CONCRETE DRIVE IN ITS ENTIRETY = 57� INFILL PAVEMENT EDGING TO MATCH (E) PROFILES AND TOWN STANDARDS NEW CURB CUT DRIVEWAY ENTRANCE WITH FLARES AND PROFILES TO MATCH � TOWN STANDARDS a MODIFY (E) CULVERT TO NEW DRIVEWAY CUT AS REQUIRED FOR DRIVE WIDTH HYDRONIC SNOW MELT HEATED COLOR INTEGRAL SLAB OVER TOP FROM � PROPERTY LINE TO LIMITS OF 4' WIDE UNHEATED PAN. SNOW MELT SYSTEM BEYOND PROPERTY LINES TO BE ON SEPARATE ZONE AND LABELED AS SUCH Q AT THE CONTROL PANEL COLOR INTEGRAL CONCRETE W /HYQRONIC SNOW MELT TUBING, I RE- LOCATED (E) BOULDER (E) TREE TO BE REMOVED STONE PAVING OVER CONC SLAB (NO SNOW MELT AT COVERED AREAS and a 1� r NEW TREE TO MATCH (E) DOMINANT SPECIES ON 51TE- VERIFY EXACT LOCATION SITE COVER.AGE IN f ELD WITH OWNER a ALLOWABLE LOT COVERAGE: 20% = 1 ,879 5F PROVIDE FOR EGRESS FROM BASEMENT WINDOW VIA COVERED WINDOW WELL 31 SF ROOF OVERHANG BEYOND 4' AT ENTRY PORCH 18 4' WIDE UN- HEATED CONCRETE PAN PER TOWN STANDARDS a to LEVEL TWO UNCOVERED DECKS EXTENDING OVER LEVEL ONE WALKWAYS AND AT SNOW 5TORAGE AREA EQUIVALENT TO 10 % OF THE HEATED DRIVEWAY AREA z 21 (E)PHONE ENTRANCE MAST TOTAL 51TE COVERAGE: r (E)CABLE TV ENTRANCE MAST. BURY CABLE FROM MAST TO HOME IN CONDUIT REQUIRED OPEN SPACE: G0% OF 23,487 5F TOTAL LOT SIZE = 14,092 5F BELOW GRADE a _. (E) SEWER MANHOLE COVER Iv 1 0,325/23,487= 70% OPEN SPACE 8 SLAB ON � a z HARD5CAPED: 14,092 X 0.20 = 2,818 5F p GRADE OVER 2" RIGID INSULATION. � 5TEP5 /PORCH 17G SF) + SECONDARY RESIDENCE ( PATIO 309 SF + ENTRY STEPS /PORCH 383 5F) = 1,000 5F TOOLED CONTROL JOINTS- RE:A2.2 FOR LAYOUT 2 RIGID INSULATION) I RE- LOCATED (E) BOULDER STONE 5TEP5 OVER METAL PAN CONC FILLED TREADS AND METAL RAILING (E) TREE TO BE REMOVED STONE PAVING OVER CONC SLAB (NO SNOW MELT AT COVERED AREAS and a 1� r NEW TREE TO MATCH (E) DOMINANT SPECIES ON 51TE- VERIFY EXACT LOCATION SITE COVER.AGE IN f ELD WITH OWNER a ALLOWABLE LOT COVERAGE: 20% = 1 ,879 5F PROVIDE FOR EGRESS FROM BASEMENT WINDOW VIA COVERED WINDOW WELL 31 SF ROOF OVERHANG BEYOND 4' AT ENTRY PORCH 18 4' WIDE UN- HEATED CONCRETE PAN PER TOWN STANDARDS a to LEVEL TWO UNCOVERED DECKS EXTENDING OVER LEVEL ONE WALKWAYS AND AT SNOW 5TORAGE AREA EQUIVALENT TO 10 % OF THE HEATED DRIVEWAY AREA z 21 (E)PHONE ENTRANCE MAST TOTAL 51TE COVERAGE: r (E)CABLE TV ENTRANCE MAST. BURY CABLE FROM MAST TO HOME IN CONDUIT REQUIRED OPEN SPACE: G0% OF 23,487 5F TOTAL LOT SIZE = 14,092 5F BELOW GRADE a _. (E) SEWER MANHOLE COVER Iv 1 0,325/23,487= 70% OPEN SPACE 8 PRE - FINISHED METAL DOWNSPOUT- EXTEND BENEATH SLAB IN CAST PIPE, a z HARD5CAPED: 14,092 X 0.20 = 2,818 5F p DAYLIGHT AT GRADE ONTO STONE SLAB 5TEP5 /PORCH 17G SF) + SECONDARY RESIDENCE ( PATIO 309 SF + ENTRY STEPS /PORCH 383 5F) = 1,000 5F STONE PATIO W1hYDRONIC SNOW MELT SYSTEM (OVER SLAB ON GRADE WITH 2 RIGID INSULATION) STEPPING STONE PATHWAY x STONE 5TEP5 OVER METAL PAN CONC FILLED TREADS AND METAL RAILING ' 5Y5TEM- EXTENSION DOWN FROM DECD STONE PAVING OVER CONC SLAB (NO SNOW MELT AT COVERED AREAS and a LANDSCAPE PATIOS)- LOCATE BETWEEN EXIST TREES. VIF EXACT GEOMETRY TO AVOID DISRUPTING ANY TREES. SITE COVER.AGE A LOT 51ZE: 9,395 5F ALLOWABLE LOT COVERAGE: 20% = 1 ,879 5F COVERAGE: 1,830 5F PROPOSED FOOTPRINT 31 SF ROOF OVERHANG BEYOND 4' AT ENTRY PORCH C� TOTAL COVERAGE: 1,(5G 15F to LEVEL TWO UNCOVERED DECKS EXTENDING OVER LEVEL ONE WALKWAYS AND AT DECD, OVER LANDSCAPE ON EAST ARE NOT COUNTED TOWARDS SITE COVERAGE PER "TOWN OF VAIL DEVELOPMENT STANDARDS HANDBOOK" DEFINIITION 6 21 TOTAL 51TE COVERAGE: TOTAL LOT 51ZE - (PRIMARY RES FOOTPRINT + 5ECONDAKY g RES FOOTPRINT + PAVED DRIVEWAYS) = GO% MINIMUM OPEN SPACE. z REQUIRED OPEN SPACE: G0% OF 23,487 5F TOTAL LOT SIZE = 14,092 5F OPEN SPACE CALCULATION: 23,487 5F TOTAL LOT 512E - (2,250 5F PRIMARY RES FOOTPRINT + 1,(5G 15F SECONDARY RES FOOTPRINT + 1,470 PRIMARY RES PAVED DRIVEWAYS + 1,5515f SECONDARY RES PAVED DRIVEWAYS) 23,487 5F -- 7, 1 C2 = 1 0,325 5F 1 0,325/23,487= 70% OPEN SPACE 8 HARD5CAPE REQUIREMENT: OF THE REQUIRED GO% OPEN SPACE, 20 % CAN BE HARD5CAPED: 14,092 X 0.20 = 2,818 5F p HARD5CAPE CALCULATION: PRIMARY RESIDENCE (PATIO 132 5F + ENTRY 5TEP5 /PORCH 17G SF) + SECONDARY RESIDENCE ( PATIO 309 SF + ENTRY STEPS /PORCH 383 5F) = 1,000 5F 1 ,000/ 14,092 = 7% OF THE ALLOWABLE HARD5CAPE LEGEND I � (E) TREE TO REMAIN ( 1 (E) TREE TO REMAIN- NON SURVEYED LOCATION (E) TREE TO BE REMOVED Ri i i 4 1 • NEW SHRUB, COMMON POTENTILLA (POTENTILLA FRUITC( GALLON MINIMUM NEW SHRUB, MOUNTAIN PINE (PINU5 MUGO) 5 GALLON Q �y�T! V H U t H ' H � W i L.? t P4i t c 0 a E 0 p F--I o ao c —0010 4 41 a • � ° r A m Z C� 4 41 a • ty o`� � 5 LANDSCAPE PLAN 01 81 12' 1 G' SCALE - 1 /5" = 1 1-011 0:235 ACRES 14,092 5f 0-.2157 ACKE\� 9�395 5f 58 I TYP 59 KEYNOTES (D (E) TREES TOREMAIN. PROTECT ALL TREES WITHIN LIMITS Of CON5T. BY ERECTING A TEMPORARY FENCE AROUND THEM AT THE LIMITS Of THE DRIP LINE. 2 DAYLIGHT SUMP PUMP AT DRAINAGE TRENCH- PROVIDE RIP RAP AND CONC u HEADER AS REQUIRED AND PER TOWN STANDARDS OPEN UP (E) CULVERT AND PROVIDE DRAINAGE TRENCH WITH BOULDER EDGE To, 56 MATCH ADJACENT NOT USED 57� NOT USED NOT USED MODIFY (E) CULVERT TO NEW DRIVEWAY- CUT AS REQUIRED FOR DRIVE WIDTH HYDRONIC SNOW MELT HEATED COLOR INTEGRAL SLAB OVER TOP PROM PROPERTY LINE TO LIMITS Of 4' WIDE UNHEATED PAN. SNOW MELT SYSTEM BEYOND PROPERTY LINES TO BE ON SEPARATE ZONE AND LABELED AS SUCH z AT THE CONTROL PANEL COLOR INTEGRAL CONCRETE W/HYDRONIC SNOW MELT TUBING. SLAB ON GRADE OVER 2" RIGID INSULATION, u J TOOLED CONTROL JOINTS- RE:A2.2 FOR LAYOUT PLANTER- OVER EXCAVATE AND PROVIDE NEW AMMENDED TOP 501L FOLLOWING PLACEMENT Of CONCRETE SLAB. PILL WITH SHRUBS ALTERNATING BETWEEN 5 GALLON MT. PINES AND 5 GALLON COMMON POTENTILLA NOT USED 6 TEMPORARY EROSION CONTROL- BALES Of HAY PLACED IN COMPLIANCE W/TOWN STANDARDS. REMOVE FOLLOWING CONSTRUCTION COMPLETION, (E) BOULDER TO BE RELOCATED TO NORTH SIDE RE-LOCATED (F) BOULDER (E) TREE TO BE REMOVED NEW TREE TO MATCH (E) DOMINANT SPECIES ON SITE- VERIFY EXACT LOCATION IN f I ELD WITH OWNER ca NOT USED n1b 4'WIDE UN-HEATED CONCRETE PAN PEP, TOWN STANDARDS SNOW STORAGE AREA EQUIVALENT TO 10% Of THE HEATED DRIVEWAY AREA � NOT USED NOT USED > �g NOT USED zo NOT USED STONE PATIO W/HYDRONIC SNOW MELT SYSTEM (OVER SLAB ON GRADE WITH 4 RIGID INSULATION) STEPPING STONE PATHWAY STONE STEPS OVER METAL PAN CONC FILLED TREADS AND METAL RAILING SYSTEM- EXTENSION DOWN FROM DECK STONE PAVING OVER CONC SLAB (NO SNOW MELT AT COVERED AREAS AND �z LANDSCAPE PATIO)- LOCATE BETWEEN EXIST TREES. VIf EXACT GEOMETRY TO AVOID DISRUPTING ANY TREES. ll� 0 9 (F) TREE TO REMAIN j (E) TREE TO REMAIN- NON SURVEYED LOCATION (E) TREE TO BE REMOVED NEW DOUGLAS f IR (P5FUODOTAUGA MFNZIF-51L) 101- 1 2t MINIMUM, BALLED AND BURLAPED NEW SHRUB, COMMON POTENTI LLA (POTENTI LLA, f RUITC05A) 5 GALLON MINIMUM NEW SHRUB, MOUNTAIN PINE ( FINU VUVU) Z GALLON "'I "'I" A I lk A ti w a 0 0 P4 P. -0010 • u Q�C� • a / " X / \\V , 1 54 O (Y Sim- evel I . ... ....... ..... .. . . ... SIM\ evel I h 5 SITE LIGHTING PLAN ot (51 12' 1 G' SCALE: 1/8" -0-3235 F11\C`1KE5 14,09,2 5f I A( 9,395 5f 58 SURFACE MOUNTED PORCH LIGHT HT MANUFACTURER: ARROYO CRAFTSMAN #VS7NR ILLUMINATION SOURCE: INCANDESCENT, GO WATT A -1 9 BULB MOUNTING HT. ABOVE ff: G'-O" TO CENTERLINE Of BOX SOURCE LUMEN 850 57 LUMINOUS AREA: 49.88 5Q INCHES LU ' N 1 4 QUANT ITY: 10 SECONDARY RESIDENCE 50f f III N RECE55ED DOWNL IGHT MANUFACTURER: LITON #LP,993W ILLUMINATION SOURCE: INCANDESCENT, 50 WATT R20/PAR20 BULB MOUNTING HT. ABOVE ff: 8' -1 0" Aff RECESSED IN SOFFIT SOURCE LUMENS: 550 LUMINOUS AREA: 29.85 5Q INCHES TOTAL LIGHT5 SECONDARY RESIDENCE: PRIMARY RESIDENCE: 7 TOTAL QUANTITY: 72)� NOTE: LIGHTING SHOWN AT PRIMARY RE51DFNCF 15 FOR REGULATORY AGENCY REVIEW ONLY. THERE 15 NO NEW WORK AT THE PRIMARY RE51DENCE AS A PART Of TH15 PROJECT. S > }IM- evel 2 < > U CL cq Ac� 0- < MANUFACTURER: BFGA # 1323 WITH LENS co LL 0 )IM level 2 U) ILLUMINATION SOURCE- TUNG5TON HALOGEN, 20 WATT T3-GN BULB Lj MOUNTING HT. ABOVE f f - 18" Af f TO TOP Of LENS SOURCE LUMENS: 320 )IM-level 2 LUMINOUS AREA: 12.81 5QINCHF5 LUMINANCE: 320/12.81 = 24.98 JaUANTITY: 7 SECONDARY RESIDENCE !—i n4 POLE MOUNTED GAS LAMP Q MANUFACTURER: 5fVOLO 0 ILLUMINATION SOURCE: GAS LAMP MOUNTING HT. ABOVE f f: 12" ABOVE TOP Of WALL TO BOTTOM Of f IXT 50UKCF LUMFN5: 350 (equivalent to a 25 watt incandescent bulb) LUMINOUS AREA: 189 5Q INCHES in LUMINANCE: 350/189 = 1.85 QUANTITY: 2 SECONDARY RESIDENCE 5 SUSPENDED GAS LAMP MANUFACTURER: BEVOLO ILLUMINATION SOURCE: GAS LAMP MOUNTING HT. ABOVE ff: 7'-G" ABOVE ABOVE LANDING TO BOTTOM Of FIXTURE 0 SOURCE LUMEN5: 350 (equivalent to a 25 watt incandescent bulb) LUMINOUS AREA: 189 5Q INCHES LUMINANCE: 350/189 = 1.85 QUANTITY: I SECONDARY RESIDENCE ALLOWAE3LF LIGHT5 TOTAL ALLOWABLE # Of LIGHTS = I PER 1,000 5f Of SITE 23,487 5f/ 1 000 =1 23 LIGHT51 SITE STEP LIGHTS LESS THAN 40 WATTS AND LE55 THAN 18" Af f DO NOT COUNT TOWARDS THE TOTAL LIGHT FIXTURE COUNT TOTAL LIGHT5 SECONDARY RESIDENCE: PRIMARY RESIDENCE: 7 TOTAL QUANTITY: 72)� NOTE: LIGHTING SHOWN AT PRIMARY RE51DFNCF 15 FOR REGULATORY AGENCY REVIEW ONLY. THERE 15 NO NEW WORK AT THE PRIMARY RE51DENCE AS A PART Of TH15 PROJECT. O O H� v 0 0 0 I � omp 114 S > C70 < > U CL cq Ac� 0- < Z co LL 0 U) Lj O O H� v 0 0 0 I � omp 114 S U C70 < > cq Ac� 0, Z 0 O O H� v 0 0 0 I � omp 114 S U " 91 cq Ac� en U !—i Q 0 in 00 z 0 1 ci cq cr, G R. A ARCHITECTURAL ELEVATION 100'-0" EQUATES TO 51TF CONTOUR 8154-G 81 5 3 = 98'-43" ARCHITECTURAL 4 8154 = 9'-4-3." ARCHITECTURAL 815 5= 100'4"' ARCH ITECTU PAL 4 815G = 10 1-4:5" ARCHITECTURAL 4 El 56 PLAN 7 I G' SCALE: 1 /8" == 1'-0" L t-\ ACRES 0,3235 A V r 145092 51' - -11 N'd PARCEL E3 10--.-2157 ACR- 9�395 51' KEYNOTES Z"I> I li O xp z 0 I (D DAYLIGHT ,5UMP PUMr AT DRAINAGE TRENCH- PROVIDE RIP RAP AND CONC HEADER AS REQUIRED AND PER TOWN STANDARDS OPEN UP (F) CULVERT AND PROVIDE DRAINAGE TRENCH WITH BOULDER EDGE TO,,, MATCH ADJACENT 2 MODIFY (E) CULVERT TO NEW DRIVEWAY- CUT AS REQUIRED FOR DRIVE WIDTH g HYDRONIC SNOW MELT HEATED COLOR INTEGRAL SLAB OVER TOP PROM PROPERTY LINE TO LIMITS Of 4' WIDE UNHEATED PAN, SNOW MELT SYSTEM BEYOND PROPERTY LINES TO BE ON SEPARATE ZONE AND LABELED AS SUCH AT THE CONTROL PANEL COLOR INTEGRAL CONCRETE W/HYDRONIC SNOW MELT TUBING. SLAB ON GRADE OVER 2" RIGID INSULATION. z TEMPORARY EROSION CONTROL- BALES Of HAY PLACED IN COMPLIANCE WITOWN STANDARDS. REMOVE FOLLOWING CON5T UCTION COMPLETION. 4� WIDE UN-HEATED CONCRETE PAN PER TOWN STANDARDS SNOW STORAGE AREA EQUIVALENT TO 10% Of THE HEATED DRIVEWAY AREA STONE PATIO W/HYDRONIC SNOW MELT SYSTEM (OVER SLAB ON GRADE WITH 214 RIGID INSULATION)- LOCATE BETWEEN EXIST TREES. VIP EXACT GEOMETRY TO AVOID DISRUPTING ANY TREES. d STONE PAVING OVER CONC SLAB (NO SNOW MELT AT COVERED AREAS OR p 4 zl LANDSCAPE PATIOS) 100 YEAR f LOOD PLAIN TH 15 PROPERTY DOES NOT FALL WITHIN THE 100 YEAR FLOOD PLAIN REFERENCE CIVIL SITE SURVEY DRAINAGE PATTE1 .N5 THE EXISTING DRAINAGE PATTERN 15 MAINTAINED AND ALL CONTOURS AT ADJOINING PROPERTY LINES ARE MAINTAINED TO KEEP THE DRAINAGE PATTERNS UNOBSTRUCTED �D 0 p4 C 0 X 0 :--!ON I AS C) l2n A Z 0 u Whit I AS I REfFRENCF DETAIL fOR LAYOUT DIMENSIONS • 5TAIR AND 51TE WALL fOUNDATIPNS z In maintain minimum 3'-0" < clearance at ecjrC55 YNOTES weII5 a5 requirecl by FRESH AIR INTAKE LOUVER AND DUCT- RUN UP INTO LEVEL ONE FLOOR SPACE I PC R3 0.2 AND VENT OUT TO EXTERIOR 3,_ 131, 1 addendum 3 SUMP PUMP PIT AND COVER PLATE- RE: ELECT CONNECT TO STORM SEWER- 371-01 RE:50IL5 REPORT FOR COORDINATION- VIP DEPTH Of LINES AND MODIFY LOCATION AS REQUIRED HOT WATER NEATER- RE:PLUM5 101-7411 > GAS FORCED AIR MECHANICAL FURNACE- RE:MFCH CONTRACTOR TO COORDINATE ALL DUCTWORK MODIFICATIONS AND CONNECTIONS FOR 8 DISTRIBUTION. RE: FOR HYDRONIC SYSTEM ALTERNATE P 5 ___T_. 15 9 1 G SLAB ON GRADE OVER VAPOR BARRIER, SUBSURFACE DRAINAGE SYSTEM- RE: t T.O]W I_L� 50ILS REPORT U C\j 9- oil! 50LID SLAB HEAVY TIMBER POCKET DOORS ON HEAD TRACK ONLY- / -71— 77- RE: I NTE RI 0 R5 -j W4E Ln SILL 1 1 /_7 0- MEDIA I WALL OPENING IN CONC FOUNDATION WALL- RF:5TRUCT FOR HEADER BEAM W4H 1-011 A N Ln \L/ ABOVE 92 �A 100G T.O.WAL FLOOR DRAIN CONNECTED TO FOUNDATION DRAIN AND SUMP PUMP- RE:PLUM5 t ",-1 104 -G' AC; q conc 5-8" cone 9'-3 A I S " AR g WALL AIE KE 2 5TAIP,- RE:A2 I ELEVATED CONCRETE ON J015T5 ABOVE AT GARAGES) \ W2A q� AREA DRAIN CONNECTED TO FOUNDATION DRAIN AND SUMP PUMP- Rff:PLUM5 J t4 3" W4f In ZA fin 5'-34 0 (D 0. 13 LAVATORY- RE:PLUMB -2111 /HALL 2 2 TOILET- RE: fl N 1,5H PLAN A 10. 1 AND PLUMB A 41 GxGT5 COLUMN - RE:5TRUCT .-A FM , I. Q-5, LAUNDRY- 00 2A CAST CONC PAD AT FIREPLACE ENCLOSURE AND BEAR STONE ON CONC A7.0 I k=y L fOUNDATION DRAIN SET IN GRAVEL BEE) PEP, _90IL5 ENGINEERS 2 0 P �o 5L .-M2H -0fl (J U�jj� �19 2 RECOMMENDATIONS- RUN CONTINUOUSLY AROUND HOME a�TAIR -)S 0 C\1 EXTENSION Of STONE PIER SURROUND TO CONC FOOTING - RE:5TRUCT r > PROVIDE FOR EGRESS VIA WINDOW WELL WHINGED COVER AND METAL LADDER 2A5.0 STORAGE T.O. DECK C RA T.O.WALL CON C TO ACCESS GRADE- COMPLY WITH IRC R310.2 AND R310.4 LOO(13 _j 95.1-7 7/511 SPAC 1031-011 1- -2111 1 /0 IN I I 1 11, 2 5 21 0 1 A5.4 CPT TT4 4" DIA PIPE COLUMN- RF:5TRUCT [005 005 gk T.O. ETON U UNDER 5TAI ff 11 Lvv-t TURN DOWN CONCRETE FOOTING fOR STAIR BEARING- RE:5TRUCT < L I C) 00 ROUGH IN AND CAP PLUMBING- DOMESTIC SUPPLY, DRAIN, VENT FOR IF UTURF 0-. 1 07 W2171 -IN I-, 0 002 6 U: 00", A A FIXTURE CONNECTIONS- RE:PLUM5 AND INTERIORS jo ME gPT_4 �\j 100, - 43 BACK FILL- RE:SOIL5 REPORT 5 77 V 'A 002 MEDIA 2 DRYWALL IN TH15 AREA CAN BE TAPED AND LEFT UNFINISHED Za C, 1000 CUSTOM MILLWORK- RE:INTERIOR5 3 E T.O.SLAB 88'- 1 1 1/4' TEP PROVIDE CODE REQUIRED MIN -IC\j LAUNDRY VENT- VIf BEST ROUTE TO EXTERIOR- < C\j SEPARATION FROM MECH FRESH AIR INTAKE -F- C\ C\j 3 W2A_ -4 I A5.5 111-(911 . . j \4`­� I i OVERHEAD SLIDER DOOR AND TRACK ,2 WAA o2 L ,,.:--JADD ALT NO.2 EGRE55 WELL WITH METAL ACCE55 LADDER UP TO GRADE 20' w—, 7— GAS APPLIANCE FIREPLACE, 42" WIDE OPENING- RE:INTERIOR5 FOR MANTLE W�H SURROUND AND HEARTH 004 — 1�4 \V 2A5.2 THIS AREA 15 OPEN TO AB LF55 THAN I G'I`OR GRfA CALCULATIONS \j 5 2- > PROVIDE GYP THE CEILING /BOTTOM Of JOISTS AND BOTTOM Of STAIR _H >1 C conc 9-51 EQ 2 E Q STRINGERS AND ALL WALLS. PROVIDE A 3' WIDE OPENING TO STORAGE 005. TAPE AND CAULK AS REQUIRED FOR ONE HOUR SEPARATION TO STAIR ABOVE, W2A 121-5 7A3.0 I 0� &4\1 18" DIAMETER DECORATIVE LOG JAMB AND SILL- CUT SLOT IN SLOT FOR (5- W2D PA55AGF Of POCKET DOOR­ RE:INTERIOR5 —7 7� 70 C\j MEDIA 3 (5A9.01 05 -S 1004 -IC\1 2H C\j Mw _mac Q 21-2111 2 _7 C I \Ti7i L o 17 �p V_ 8' -5g" GI 311 I_ I zil _83i, 1 I_G 1 11 1- If L -Gill \6 I 7 8 G 3 5 2 21 4 4 2 8 2 maintain w am _,e_a e _115 t clearance a n n c a5 m e r in" at Ua M egress -5'-0" 5 e U ea bj 1p _C R3 )0. 2 jdaenaui 7;1 IL W4 I WA V4 K L C NOTE: PFfFPf-NCF INTERIOR PLAN A 10. 1 FOR FINISH INFORMATION BASEMENT FLOOR PLAN 01 41 GI 8' SCALE: 1/4" = 1 -O" U L) z r-rl o ,4 o V) V) —.0010 '7 KEYNOTES Ln 20' -1 Jill NEW CERAMIC TILE SHOWER ENCLOSURE W/GLA-95 DOOR 2 2 8 = PARTIAL HEIGHT 8" CONC WALL W15TUCCO FINISH- RE: 1 A5.3 FOR HEIGHT STORAGE 11 15 ENCLOSURE AROUND DIRECT VENT FLUE AND COMBUSTION AIR INTAKE FROM 7 BASEMENT GAS APPLIANCE f I REPLACE- MAI NTAI N ALL FACTORY CLEARANCES -21 EXTEND Z'5UPf=ACF STUCCO AND 1" SHEATHING TO NEW SLAB ELEVATION i 7_1 it T Cl T. 0\5- -0 N Id (5 NOT USED 1001-5 T� . T (y) 7 6 q- _-3 AbE W3G G PI EXTEND 2x I CISTUDS DOWN TO TOP Of NEW FOUNDATION WALL 8 102r I I t'� 7 T.O.C`U J`f T.O. A(_L OR INTEGRAL CONCRETE SLAB WITH INTEGRAL SNOW MELT TUBING- PROVIDE 11 8 T.O.CON'C 0 EXPANSION JOINT CONTINUOUSLY AT INTERSECTIONS WITH VERTICAL 5UKfACE5- 79 3-4 NO SNOW MELT AT COVERED AREAS T.-OCONC if -0 CO N2 C12,N2 100 T.O.STONF��. TOOLED CONCRETE CONTROL JOINT &FA N �(D E D <; F I If W3 Q )001-411 LOPE DN. 1 /8 STAI R 2 5LOPE DIN. I 'Iff VERIFY (I-) UTILITIES WITHIN THIS AREA PRIOR TO PROCEEDING H T.O.CON I it I A5.3 <7, (E) GAS METER, BENEATH PRIMARY RESIDENCE ENTRY STAIR- RE:PLUM5 5LO '0N. 1187FT PATIO it T.O.CONC :t er N. ZS-",PA-D 103 (F) ELECT METER/ENTRANCE PANEL, BENEATH PRIMARY RESIDENCE ENTRY J991-711 T.O.CONC.-_ : ELECT 7 UP T04_11' STAIR -RE 0— 1-, i I -I oKl r F STONE' -5tOPE D 1. < I A5.t 8 ILI f LOOP, DRAIN- RF:PLUM5 _too 0 oc `�T.O.S,TONFI t/2" INTEGRAL CONCRETE SLAB iz�l ­ if h NEW COLOR __j i 2 if _7 7 Ll DOWNSPOUT AND HORIZONTAL TRANSITION BENEATH SLAB IN CAST PIPE. <1 YD- ­��j Irl GARAGE 0 P F N �2 (45, W45 DAYLIGHT ONTO STONE SLAB AT SOFT SCALE LANDSCAPE AREAS- WRAP CAST �A7.2 ENTRY ON QPT2 U N D KY IPF W/HYDKONIC HEAT TUBES REFERENCE DETAIL FOR 1101 zi (D I A AT GRADE WALL AND PLATFORM W/CAP STONE AND HINGED CLEAR COVER OVER !W3 LAYOUT DIMEN51ONS Of DECK I oo,-o,, ­7 _STAIR AND SITE WALL YX Ar EGRE55 WINDOW FROM BELOW Hi W2 AIR I !t\A/ 2 CPT2 CTT` SITTING W,3H FOUNDATIONS A Ln 4�-�,,5TON��UKROUND5 AT ELEVATED DECK COLUMNS DN— 4� bOWN5_FOUT AND HORIZONTAL TRANSITION EXTEND 3'MIN BEYOND EXTERIOR F 'W T.O. DECK 8 _-,Lz-:_--6A-Y-LIGHT ONTO STONE BLOCK U 3 951-7 7/811 A7.0 5TAI R 4 ED, r4 LAV f if �1 ­_ LU Z 1 T.O. WAL11 N WIL OF STAIR RADIU5 PALING OVER CONCRETE SLAB WITH INTEGRAL SNOW MELT TUBING ALIGN CLO 505 P T Q T T CPT 2X5.0 1 A .4 f i T. 0. 5TO N E OPEN i WALL _M, Oy,NTFD PORCH LIGHT- RE-ELECT 8 97 -ON 7.O.0 - ­ i 1-011 -1011 102 U 1113 CLO W3A W45 4 If P 1107 W4H W4H ALIGN CONC FILLED E STEPS AND HT WOOD STRINGERS TO MATCH 7 Lo FLATf ORM 2H kUCT W/METAL /5TO �3 LING SYSTEM- EXTENSION DOWN FROM DECK WIF D '41 112 W4H 10 -4 PAVING OVER CONCRETE SLAB (NO SNOW MELT AT COVERED RE ICIGA 21 OVE AREAS AN 7r-- CPT' 51TE LANDSCAPE PATIO) STEPPING STONES PATHWAY F-1 I A5.0 Gl Of or I .0.5TON ,)f r,\)o < IA5. _W 4E pz T. 0. 991 Ill 114H I I DECK f SHAPED AND TERRACED CONTOURS 1-011 00 Al W �-T.O.5TONE I- I I BED 2 C2� ELEVATED DECK ABOVE- MAINTAIN MIN 7-0" HEAD HT. CLEARANCE FOR _1­951 I Oil 11"M T 0 IST 5_1 BASEMENT EGRESS WINDOW ROUTE- VIF XTENT QF GRADING TO COMPLY Nil -j �I 1 11 1 G) ==-- -;I 'AicI-L i, I - DOME5TIC U1PLY, DRAIN, VENT FOR FUTURE 7� -1011 W4E ROUGH IN AN CAP PLUMBING 09 �§ BEDROOM I I or, BATH I W4A FIXTURE CONNECTIONS- RE:PLUM5 T.Q. ONC W4H W4H I A5.5 T.O. DECK GARAGE SPACE TO BE MECHANICALLY HEATED 9 17 100 0 Ul T5 8 NO FLOOR IN TH15 AREA TH15 AREA 15 OPEN TO E3IXOW, LF55 THAN I OHIGH 2H THEREFORE NOT IN GKfA T 3� W41 W411,�E 5 11 13 1 4- 2A5.2 VOID - OPEN TO BELOW + EXPANSION JOINT PAVING I- Tb.5TONE x I" METAL HANDRAIL WITH POSTS TOP AND BOTTOM 0 2 2 T.O. ONC "PD11:1 EA-VI MOUNT Of REQUIRED SPACE- AND < 96 T.O.Co MECHANICAL DIS if -011 100 COORDIN OWNER If FLOOR AREA AVAILABLE f R U IN'RQOM T.O.CONC METAL c MODI LAUNDRY VENTING TO EXTERIOR WALL- PROVIDE ME LAUNJRY 0 99 CON �_2 GAIRAG _o - 1 0 F LIST VENT AND PAINT TO MATCH STUCCO 51oi?e cin GXG WOOD POST- KE:5TKUCT ,d 3G2 5f T 3" DIA PIP COLUMN- RF:STKUCT T. N 7011- u� *tOC 2 EXIST 8 -011 ST 3" DIA PIP COLUMN TO REMAIN- KE:5TRUCT 00 W2FN, 3A 55 Gx(S WOOD F05T TO MOUNT -c\j 3 T FLFC OUTLETS REELECT if 71Z7 ALIGN` D 1011-511 59 STAIR 3 23 J 15T3 Qz �I_M Y\ z KO ' E1..7 CONTINUED v \ - �­z I w 5 TRENCH DRAIN FOR POTENTIAL OVERFLOW 155UF DOOR 21-2111 11 57 41 2 3 CONCRETE CURB AT DOOR THRESHOLD j! 311 71, 31,_A 5 ­7 21-2il 12'-5 G -7 4 2 4 WOOD THRESHOLD FULL WIDTH Of JAMB CASING \v v KFIFFRENCE A2.2 I`OR­--�`�-_`�( OWNER PROVIDED CONTRACTOR INSTALLED DOOR- RE:INTEKIOR5 PATIO DIMENSIONAL it - 211-53 OWNER I-ONTRAC INSTALL wl ow- OW RE: I NTERI ORS -LAYOUT EXTERIOR FREEZE RESISTANT H05F 515- RF:PLUM5 1 addendum 3 2 0- NOTE: REFERENCE INTERIOR PLAN A 10.2 FOR FINISH INfORMATIQ_N 1 LEVEL ONE FLOOR PLAN TERINT T T 01 41 Gl 8' SCALE: IJ4"= I'-011 2(­11 V 0 j Ln i ij JII— J c 58 59 GO u 0 C r T1 0 mmm 0 P. 0 u z C c P, I U 0 O C. a w O v a w a 4 C I Q a I < FIRE- RESISTANCE -RATED CONSTRUCTION �4 U� r N — 4q J — i ALIGN �.5TONE = LIT. -0NE W3D CC'S �? — CLO ' -G I /8" 109' -7 5/8" tv 205 L _- f�=a I I - , _ Q I I 6 -2 9A9.4 4 r 1 A5.3 f MASTER 5UIT I LAYS 20C _ / I I __ -� 7!"! A TABLE 724.1(2) — continued RATED FIRE- RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,0,P 118 (continued) 2043 INTERNATIONAL BUILDING 2 --W3D' r N _- 3A9. 10 (A5.5 I K(-F' CNu, 21„ , 1 yl^yl INV 21 2 `err addendum 3 I `€ L 2 W3D ©z 3 (�z d= 18 QJ - - 1 c �' ! c� -�# ° _ W4H ,; j L J 1.1 JIUJ V` g`�`� 3 41_3!" .STONE O.DECK V o 07 9 -6 5/8 ST. 109 -1 I /8 2 s DINING I — ` W3A 213 W3A 0 V f— a bPE D 6 A m \Imo z g /Z K if f K �s <&> r L ; T- 0. STO E - -, HOLD CRITICAL CONTOL POINT: " (` '_3 5 811 T.0.DE 1 II LIMITS Of DECK AT 5' - _.__ 108 ! 0 1 41 ENCROACHMENT LINE C0 CENTERED _ lit s 2 Il 1. ,.. i 31-5511 8 1 - I 0In V IF � , -8 a" V F 8'-2511 F GI -8311 8 � 8 4 NOTE: BALCONY EDGE CONTROLED BY D TAIL A WALL BELOW- F,EfEPIENC DETA L5 FOR EXACT LOCATIC DIMEN51ON5 NOTED HERE ARE FOR GENERAL\`` RENCE ONLY i Q i I TE: REFERENCE INTERIOR PLAN A 10.3 FOR FIN15H INFORMATION �` VEL TWO 1 �� 4' C' 8' SCALE: 1 /4" = 1' -0" 114 1 wall within 3' of property line METAL PAN CONC FILL W /STONE STEPS AND hT WOOD STRINGERS- VERIFY IN MINIMUM FINISHED to be I hour rated System In FIELD NUMBER OF R15ER5 REQUIRED, EXTEND OR SHORTEN AS NECESSARY TO THICKNESS FACE»TO -FACE accordance with IBC table BLEND INTO EXISTING GRADES (inches) 720 Item# 15- I .3 � addendum 3 ITEM METAL GUARDRAIL 5Y5TEM - RE: 3AC.0 - — — — — — — — --- MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour WATER CLO 4 2" x 4" wood studs 16" on center with two layers of 3 /8" regular gypsum (. wall within 3' of property NEW GA5 LOG FIREPLACE- RE: 3AC.2 �adclendum3 wallboards each side, 4d cooler" or wallboard" nails at 8" on center first layer, 5d line to be I hour rated 14- 1.11' '" cooler" or wallboard' nails at 8" on center second layer with laminating — -- — 5 IBC to compound between layers, joints staggered. First layer applied full length NOT USED I I #15-1 .3 vertically, second layer applied horizontally or vertically GAS APPLIANCE FIREPLACE, 42" WIDE- RE: INTERIORS FOR FIN15HE5, MANTLE J. ECK _ : 2" x 4" wood studs 16" on center with two layers 1/2" regular gypsum wallboard° AND HEARTH , 1 1,01 14- 1.21 " applied vertically or horizontally each sides, joints staggered. Nail base layer — H n 51A (2) SIDED GAS APPLIANCE WITH DIRECT VENT TO EXTERIOR- CUSTOM 51ZE 24" with 5d cooler" or wallboard" nails at 8" on center face layer with 8d cooler" or I AWNI ON 3 51DE5 AT 45 DEGREE ANGLES, VIF- RE: INTERIORS FOR FINISHES, MANTEL wallboard" nails at 8" on center. 2" x 4" wood studs 24" on center with $ /g" Type X gypsum wallboard' applied 14.Wood 14-1.31,11 vertically or horizontally nailed with 6d cooler" or wallboard" nails at 7" on PRE- FINI5HED ALUMINUM ThRESHOLID ` 3 studs --- interior I MASTER center with end joints on nailing members. Stag er 'oints each side. W4 partition with BATH 207 2" x 4" fire- retardant - treated wood studs spaced 24" on center with one layer of PRE- FIN15HED WALL TERMINATION CAP FOR FIREPLACE VENT gypsum ` /s" Type X gypsum wallboards applied with face paper grain (long dimension) — — — 431," ' parallel to studs. Wallboard attached with 6d cooler" or wallboard" nails at 7" on I (E) EXTERIOR WALL WITH STUCCO REMOVED, PREP 5UB5TRATE FOR FIN15H each side center. MATERIAL- RE:DEMO PLANS — 13 ALUM CLAD WOOD FRENCH DOORS W /ACTIVE/INACTIVE LEAF G W4Q 2" x 4" wood studs 16" on center with two layers 1/3" Tpe X gypsum wallboard" I 14 TUB SET IN ELEVATED DECK AT + 18 °AFF- RE:INTERIORS /PLUMB — — = each side. Base layers applied vertically and nailed with 6d cooler" or wallboard" o , } t�- 14 1.51• m nails at 9" on center, race layer applied vertically or horizontally and nailed with — — 6 — T.O STONE ' 8d cooler" or wallboard" nails at 7" on center. For nail-adhesive application, FIN15hES- RE: MECH /PLUMB FOR EQUIPMENT REQUIREMENTS ,v 4� if 10 -4 5/811 RE- LOCATED (E) GAS 5TACKA5LE WASHER AND DRYER- RUN VENT DOWN INTO base layers are nailed 6" on center. Face layers applied with coating of approved � r�/ ii [N] FLOOR J015 -f SPACE AND PARALLEL JOIST TO EXTERIOR VENT wallboard adhesive and nailed 12" on center. 9 109' —k� G�^ J/ AUIGN t11Tfi lRTH JAMB OP E PATIO DOOR 2" x 3" fire- retardant- treated wood studs spaced 24" on center with one layer of 14 -1.61 5 /8" 7�ype X gypsum wallboards applied with face paper grain (long dimension) — 18 3`/��, 5T 1 at right angles to studs. Wallboard attached with 6d cement - coated box nails 2A5.0 2 spaced 7" on center. RAILING P05T5- RE.5TRUCT 5LOPE DOWN Exterior surface with 3 1q" drop siding over Ili" gypsum sheathing on 2" x 4" NOT USES^, , 'e treatment as required d for II Center,, interior surface t vaad studs at 16 o e , r � ELEVATED DECK- STONE PAVERS OVER CONIC SLAB W/INTEGRAL 5NOW MELT 15- 1.11.1 1- hour -rated exterior or interior 2" x 4" wood stud partitions. (gypsum sheathing — — — Varic� TUBING nailed with 13 /Orr by No. I I gage by 7 /t6" head galvanized flails at 8" on center. ' I Sidina nailed with 7d - alvanized smooth box nails. ° Q PARTIAL HEIGhT WALL- +48" AFF 2" x 4" wood studs 16" on center with metal lath and 3/4" cement plaster on each 2 VIF IF TH15 SPACE 15 A MECh CHASE- REUSE IF REQUIRED BY MECH OR IF NOT; 15 -1.2 i m side. Lath attached with 6d common nails 7" on center driven to I" minimum r p 1 A5.0 penetration and bent over. Plaster mix 1:4 for scratch coat and 1 :5 for brown I I ( 15. Exterior or coat, by volume, cement to sand. a ILI BEDROOM r interior walls nt " i� r 7 rr � from the 2 x 4 wand studs 16 021 center With is cement plaster (measured 3 AC 2 i 3 WALL MOUNTED PORCH LIGHT- RE: ELECT 15 -1.31, m face of studs) on the exterior surface with interior surface treatment as required — — Varic,. . 6 for interior wood stud partitions in this table. Plaster mix 1:4 for scratch coat and 1:5 for brown coat, by volume, cement to sand. 35 /s" No. 16 gage noncombustible studs 16" on center with 7 /8" cement Master (measured from the face of the studs) all the exterior surface with interior 15-1.4 surface treatment as required for interior, nonbearing, noncombustible stud Var i l. partitions in this table. Plaster mix 1:4 for scratch coat and 1 :5 for brawn coat, by volume; cement to sand. 118 (continued) 2043 INTERNATIONAL BUILDING 2 --W3D' r N _- 3A9. 10 (A5.5 I K(-F' CNu, 21„ , 1 yl^yl INV 21 2 `err addendum 3 I `€ L 2 W3D ©z 3 (�z d= 18 QJ - - 1 c �' ! c� -�# ° _ W4H ,; j L J 1.1 JIUJ V` g`�`� 3 41_3!" .STONE O.DECK V o 07 9 -6 5/8 ST. 109 -1 I /8 2 s DINING I — ` W3A 213 W3A 0 V f— a bPE D 6 A m \Imo z g /Z K if f K �s <&> r L ; T- 0. STO E - -, HOLD CRITICAL CONTOL POINT: " (` '_3 5 811 T.0.DE 1 II LIMITS Of DECK AT 5' - _.__ 108 ! 0 1 41 ENCROACHMENT LINE C0 CENTERED _ lit s 2 Il 1. ,.. i 31-5511 8 1 - I 0In V IF � , -8 a" V F 8'-2511 F GI -8311 8 � 8 4 NOTE: BALCONY EDGE CONTROLED BY D TAIL A WALL BELOW- F,EfEPIENC DETA L5 FOR EXACT LOCATIC DIMEN51ON5 NOTED HERE ARE FOR GENERAL\`` RENCE ONLY i Q i I TE: REFERENCE INTERIOR PLAN A 10.3 FOR FIN15H INFORMATION �` VEL TWO 1 �� 4' C' 8' SCALE: 1 /4" = 1' -0" 114 1 wall within 3' of property line METAL PAN CONC FILL W /STONE STEPS AND hT WOOD STRINGERS- VERIFY IN to be I hour rated System In FIELD NUMBER OF R15ER5 REQUIRED, EXTEND OR SHORTEN AS NECESSARY TO accordance with IBC table BLEND INTO EXISTING GRADES 720 Item# 15- I .3 � addendum 3 METAL GUARDRAIL 5Y5TEM - RE: 3AC.0 - — — — — — — — --- PRE- FINI5HED METAL ROOF DOWNSPOUT5- RE:A2.2 FOR CONTINUATION - ER WATER CLO 4 N0 E (. wall within 3' of property NEW GA5 LOG FIREPLACE- RE: 3AC.2 �adclendum3 line to be I hour rated (I system In accordance with 6 IBC to le 720 item NOT USED I I #15-1 .3 GAS APPLIANCE FIREPLACE, 42" WIDE- RE: INTERIORS FOR FIN15HE5, MANTLE J. ECK _ : AND HEARTH , 1 1,01 H (2) SIDED GAS APPLIANCE WITH DIRECT VENT TO EXTERIOR- CUSTOM 51ZE 24" I AWNI ON 3 51DE5 AT 45 DEGREE ANGLES, VIF- RE: INTERIORS FOR FINISHES, MANTEL AND HEARTH I A5.3 PRE- FINI5HED ALUMINUM ThRESHOLID ` 3 I MASTER W4 BATH 207 PRE- FIN15HED WALL TERMINATION CAP FOR FIREPLACE VENT 1 ( PRE- FINI5HED WALL LOUVER - LAUNDRY VENT _I __ __ _ I (E) EXTERIOR WALL WITH STUCCO REMOVED, PREP 5UB5TRATE FOR FIN15H I' -3 °VIF MATERIAL- RE:DEMO PLANS — 13 ALUM CLAD WOOD FRENCH DOORS W /ACTIVE/INACTIVE LEAF G W4Q I 14 TUB SET IN ELEVATED DECK AT + 18 °AFF- RE:INTERIORS /PLUMB — — = o , } t�- CONVERT (E) 5HOWER TO 5TEM- RE :INTERIOR5 FOR NEW ENCLO5URE AND 3__ =- T.O STONE ' FIN15hES- RE: MECH /PLUMB FOR EQUIPMENT REQUIREMENTS ,v 4� if 10 -4 5/811 RE- LOCATED (E) GAS 5TACKA5LE WASHER AND DRYER- RUN VENT DOWN INTO � r�/ ii [N] FLOOR J015 -f SPACE AND PARALLEL JOIST TO EXTERIOR VENT — 9 109' —k� G�^ J/ AUIGN t11Tfi lRTH JAMB OP E PATIO DOOR CUSTOM MILLWORK- RE :INTERIORS DOCUMENTS 18 8x8 WOOD POSTS SUPPORT FOR LOFT PLATFORM ABOVE, INTEGRAL WITH 5T 1 (I 2A5.0 2 RAILING P05T5- RE.5TRUCT 5LOPE DOWN NOT USES^, ELEVATED DECK- STONE PAVERS OVER CONIC SLAB W/INTEGRAL 5NOW MELT 2L TUBING ' I ° Q PARTIAL HEIGhT WALL- +48" AFF 2 VIF IF TH15 SPACE 15 A MECh CHASE- REUSE IF REQUIRED BY MECH OR IF NOT; r p 1 A5.0 I I I ( 2 INFILL FLOOR TO MATCH EXIST AND REMOVE WALLS TO OPEN UP TO MA5TER a ILI BEDROOM L 3 AC 2 i 3 WALL MOUNTED PORCH LIGHT- RE: ELECT . 6 ca sa U z EXPAN5 0 T I N EXTERI - K SYSTEM. addendum 3 LADDER TO MAZOT ELIMINATED PER ADDENDUM 3 r 1 I LOPE DOWN < e } of 4 OWNER PROVIDED CONTRA INSTALLED WINDOW -2 I =/ 2A5.2 J OWNER PROVIDED CONTRACTOR INSTALLED DOOR z �< 8 15 DI ETER LOG AND WOOD BRACKETS ABOVE- RE:INTERIORS = T,O.STONE o V 213A ') 1031-4 5/811 t EXTERIOR FREEZE RESI5TANT H05E BIB- RE:PLUMB addendum 3 0 5T1 = - 2 Q in � � o m In –_- J z C -- -� NOTE: OCTAGONAL PATIO TO BE (- FNTFRFl) C)N I FVFI C)NF DECK. _ 24 b - -i t — J -_- T.0:5TQi 2 /3 1091- S o 8' -21111 " VlF m It v- r , t I it JZ,L — , )� r� �t p r 3 r ( t Z' �--' 59 ,NCO I I IT' W C r t� U U r sx, [ S o� 0 c x� 4 i--i o U a 4 o a o Fes{ o � f , I® swo -0010 CI N cia i z oO M r I x c U 0 c I s, x c G LOFT LEVEL, 0' 4' G' 8' r 0 uj C.> w si ruj a au °o 0 a w F— zh ItJ PLAN SCALE: 1/4" = P-0" NOTE: REFERENCE INTERIOR PLAN A 10.4 FOR FINISH INFORMATION f Q \ �I � � R 50PPIT FRAMING BELOW- MAINTAIN VENTING AND CONTINUOUS INSULATION NOT COUNTED IN GRPA NOT USED POOCH LIGHT - RE: ELECT ELEVATED DECK- STONE PAVERS OVER CONC SLAP W /INTEGRAL SNOW MELT TUBING V METAL GUARDRAIL SYSTEM - RE: 3AG.0 0 WOOD 5TEP5 UP TO ATTIC ACCE55- FINISH TO MATCH LOf✓T 300 WOOD FLOO FIX DOOR 301 SHUT- PER TOWN Of VAIL REQUIREMENTS z addendum 3 LADDER ELIMINATED - EXTEND RAILING ALL THE WAY ACKO55 PLATFORM o •..,._ BRACES AT A AT 5MAX HEIGHT STRUCT TO STRUCT 50 ATTIC 15 IN COMPLIANCE i Of 1 DEDUCTION C DECORATIVE 1 • D LOG ENDS ON i i R: ' ' INTERIORS, •iR LID OVER i AT 1; BELOW. INTERIOR5 fOR D15PLAY A' ♦ i STONE TILE BELOW. OWNER PROVIDED i "A i' INSTALLED DOOR i' I OWNER PROVIDED ANTIQUE WINDOW WITHOUTER SWING PANEL AND HEAVY TIMBER FRAME- RE:INTFPIORS NOTE: THIS WINDOW 15 JUST A STAGE SET WINDOW AND REQUIRES A BACK PANEL 50 V151BILITY INTO THE ATTIC 15 OBSCURED OWNER PROVIDEDCONTRACTOR INSTALLED WINDOW EXTERIOR BREEZE RESISTANT HOSE BIB- RE:PLUMB x 0 u u W E-+ x a w a 0 a N o u d a V5 V? 0— 0 m c I c v 0 ROOF PLAN T T T 0' 4' G' 8' SCALE: 11411 (4" = 1 1-011 addendum 3 CEDAR SHAKE SHINGLES THROUGHOUT - MATCH SHAKES AT ADJOINING PRIMARY w . PROVIDE AN UNDERLAYMENT MEMBRANE ACCORDANCE r R905.2.7.1 r META GUTTER AND DOWNSPOUT PRIMARY w r PRE - FINISHED METAL VALLEY FLASHING HEAT TAPE SNOW MELT SYSTEM BENEATH SHINGLES- REELECT STONE CAP 5T -4 TO EXTEND OUT G" BEYOND WALLS OF CHIMNEY ENCLOSURE i'�• � ' � � « a Dr' '�� 1r�« r w 4 'fir i LASH, - AND CRICKET AT INTERSECTION- • w SKYLIGHT GLAZING SYSTEM. CURB, PLASHING AND AIA INDUSTRIES SLOPED COUNTER AS REQUIRED FOR A WATER TIGHT SYSTEM. a w f - � J x 0 4 z 0 v I f a a u w F u P O z F 0 C) P, 0 u oze 0 i —0010 cq m ` u WWI coo Q�O� I c U 0 0 H 0 z x U BASEMENT LEVEL REFLECTED CEILING PLAN • i IN N GYP. BD. (DW2) - PAINT PT5 GYP BD (DW4)- TAPED AND UNFINI5HFD COVER BOTTOM Of f LOOK JOISTS, BOTTOM Of 5TRINGff K5 AND ALL WALL5 W1 LAYERS w GYP., CL05E Off BENEATH K15ER5 SO SPACE a BE USED AS O' FULLY INSULATE CEILING CAVITY WITH K -2 I BATT INSULATION AT GARAGES GYP. BD. SOFFIT (DW2) - PAINT PT5 FULLY INSULATE CEILING CAVITY W/ SOUND INSULATION BATTS FULLY INSULATE CEILING CAVITY W /R -49 FACFD BATT INSULATION AT EXTERIOR PATIO LOCATIONS •ii i NOTE: REFERENCE A 10.5 FOR hN15HE5 NOTE: REFFRFNCF A3.4 FOR LIGHT FIXTURE LAYOUT. COORDINATE ALL DUCTWORK MODIFICATIONS AND ADDITIONS PRIOR TO CEILING INSTALLATION, 0 z ca 0 U ca U 0 H x U M.A N M-4. zoo of z O i u4 i i r u • c C: C S G I ! c� a C v L..LLIVILIV I J 11 \IIJI\ I V I I \IJI�L LI.+lIV17 LEVEL, ONE REFLEC'T'ED CEILING PLAN NOTE: REFERENCE A I O.G FOR FINISHES 7 ■ ■ ■ T T NOTE: REFERENCE A3.5 FOR LIGHT FIXTURE LAYOUT. Q' 4' G' 8' SCALE: 1/4" = P -0° a KEYNOTES P WIN f GYP. BD. DW2 - PAINT PT5 # r ' R 'r' R # #' irr' r • • # # EXPOSED WOOD BEAMS WD7, (RE. STRUCT) - SEMITRANSPARENT STAIN SEALER. I x8 T *G CEDAR (WD8). STAIN TO MATCH SOFFIT BD, STAIN ON PRIMARY RESIDENCE. GYP. BD. (DWG) - PAINT PT5 GYP. BD. SOFFIT (DW2) - PAINT PT5 EXIST GYP. SOFFIT BD. - PAINT PT3. EXPOSED WOOD (WD 1) RISERS AND TREADS. EXPOSED WOOD (WD 1) TREADS (R15EK5 OPEN). METAL LINTEL (RE: STRUCT.) - PAINT PT4 EXTERIOR GYP. SHEATHING -- PAINT PT3. PROVIDE GYP. 1rR DW2 TAPED ! AND PREP i•- ' I ! #r fIN15H CEILING lii'rR ORIENTATION AND COORDINATION CAVITY f ULLY INSULATE CEILING # R i' f ULLY INSULATE CEILING CAVITY W1 R-49 BATT IN5ULATION, WRAP ALL PIPES IN CAVITY W1 HEAT TAPE (RE: PLUME31 NG/MECHANI CAL). # #R FLANKS (WD5) it R SHEET A I ! #" COORDINATION # #R BEAMS r' " R IN STUCCO TO MATCH EXTERICIP, [Mill 2 C C U I 0 1., C c� �4x v u x C� 0 0 0 a U a cn mi- 0 • i g • • z 0 I A5.3 i i Aak, 2A5.0 I A5.4 13 3 I.3 s 4' NOTE: ELEVATIONS SHOWN ARE FROM TOP OF DECK TO GYP BD- FINISH FLOOR AND FINISH CEILING WOOD THICKNESSES NOT ACCOUNTED FOR IN THE ELEVATIONS NOTED - V1F FINISH CLEARANCES WITH ASSOCIATED ELEMENTS PRIOR TO PROCEEDI NG NOTE: + 10.7 ff OR NOTE: a fOR LIGHT f1XTURE LAYOUT, POWDER 202 GYP. (4) ENTRY V cv V Ln Ln Lc) GYP. 10' -4 3/1 6" r� �g STAI R I STI -2 KITCH 1212 OPEN TO ABOVE -.� (RE: A3.2) BO BEA I ' GYP HEADEF 10' -4' 10' -4 1 g MASTER SUITE o 204 2 4 C 2 -- LAUNDRY 203 GYP GYP, 9' -7 5/8" ' I 11., 8x 14 HT. b16�� r DECK ■ +i i i bSOFFITgg I deck vanc5 18 MASTER SHOWER 208 m 0] i MASTER BATH GYP �w �� 207 ' 61-31/211 ii 1�1 K—D 11 AV /I'-- 06 N I BAR 3 210 DN BEAM 6' -10° . WOOD OPEN TO ABOVE (RE: A3.2) LIVING 211 GYP , DINING 8' -3 3/8" 213 GYP SOFFIT 1 7-10 1/2" Q LEVEL TWO REFLECTED CEILING PLAN T T T 0' 4' 6' 8' SCALE: 1/4" = l'-O" WATER CLO 209 GYP. above /'� low dgck SOFFIT above d kyanc5 I A5.3 SOFFIT abovelld kivanc5 i� 4 1 �i EXPOSED WOOD BEAMS WD7. 2x8 TAG PLANKS - WDG. EXPOSED WOOD TREADS WD I (RISERS OPEN). GYP. BD. DW2 - PAINT PT5 GYP. BD. SOFFIT DW2 - PAINT PT5 FULL HEIGHT CABINETRY, PROVIDE TRIM CLOSURES AS REQUIRED TO MATCH CABINETRY. STUCCO HEADER- ALIGN W /EXIST SOff IT BEYOND CERAMIC TILE T3- RE -TILE EXIST SHOWER- PROVIDE NEW CEMENT BOARD SUBSTRATE IF NECESSARY WATER RESISTANT GYP. BD. DW2 - PAINT PTS EXISTING GYP. BD. (DWI), PATCH AND REPAIR AS NEEDED, PAINT PT5 I I x8 T *G CEDAR - WD8. - PAINT PT3 DROP GYP BD HEADER BEAM- ALIGN W/WALL BELOW 3 EXTERIOR GYP. SHEATHING SOFFIT BD. - DW3. NOT USED FULL HEIGHT TIMBER POST - WD7. FILL CEILING CAVITY BELOW BATHROOM WITH ACOUSTICAL BATT INSULATION CHANGE IN CEILING SLOPE TO FOLLOW EXIST CHANGE IN CEILING SLOPE I T *G WOOD PLANKS - WD5 (OWNER PROVIDED CONTRACTOR INSTALLED). (f RP) DECORATIVE PLASTER COFFERS -- (RE: INTERIORS DESIGN DOCUMENTS). PROVIDE GYP. BD. DW4 TAPED ONLY AND PREP TO RECEIVE FINISH MATERIAL. 2 I AIA INDUSTRIES SLOPED GLAZING SYSTEM GYP 501'fIT- MATCH HEAD HEIGHT OF WINDOWS /DOORS- VIF ARCHED CEILING - RE: INTERIORS 8X24 DECORATIVE HT BEAM �4 w t u o r 6 I� A H-•I a O u V} P tf3 0 G 0 ­4414 Q a m a x c v r s Q V I 0 v it !r1f'1 GLULAM !!! BEAM 8X24 DECORATIVE !! BEAM WRAP r ! r • RE: Gx 12 HT. DECORATIVE _'► l@ COLUMN DETAIL a a 0 C" SCALE: 3" = P-0" LOFT LEVEL REFLECTED CEILING PLAN o EXISTING EXPOSED WOOD BEAM W1 NEW WOOD WRAP TO MATCH WD7. WRAP TO PROVIDE 10"WX24 "D. DECORATIVE WOOD BEAM - WD7. % TAG WOOD PLANKS - WD5 (OWNER PROVIDED CONTRACTOR INSTALLED) INSTALL OVER WOOD DECKING WHERE EXISTS -- RE:INTERIORS POR BOARD ORIENTATIONS n PURR DOWN TO ALIGN INSTALLATION Of WOOD DECKING W1 ADJACENT AREAS INSTALLED OVER TOP Of (E) DECK PLANKS. 4x 12 EXPOSED RI DGE BEAM- STAI N AND REAL- RE:STRUCT GYP. BD. SOPPIT, DW2 - PAINT PT5 I I PROVIDE GYP. BD. - DW2 TAPE ONLY AND PREP. TO RECEIVE FINISH MATERIAL. SOPPIT PRAM I NG BELOW s ..r it i • • f Or NOTE: RFf FRENCE A3.7 O • LIGHT f IXTURE . i a ,01 3." C� V a- 0 X rT1 a H 0 a P., u a V) w a x --" 0010 0 N w M sr r I G v v BASEMENT ELECTRICAL ♦ ol 41 ,. w ` i KEYNOTES Q CENTER LIGHT FIXTURE OVER SINK AND ABOVE MIRROR- RE:INTERIO CENTER LIGHT FIXTURE IN SHOWER VERIFY SCONCE MOUNTING HEIGHT W/INTERIOR5 ONCE LIGHT FIXTURE 15 SELECTED- HEIGHT TO BE ABOVE HEAD HT AND LAMP SOURCE TO BE SHIELDED FROM VIEW FROM ABOVE AND BELOW THIS FIXTURE SHOWN 15 LOCATED BELOW STAIR LANDING IN THE CRAWL SPACE- - RE:A3.5 FOR LIGHTING AT LANDING ABOVE EXTEND UP TO LEVEL ONE - R.E:A3.5 THIS LIGHT FIXTURE LOCATION NEEDS TO BE CENTERED OVER FURNITURE ITEMS BELOW. FIXTURE LOCATION TO BE COORDINATED IN THE FIELD WITH THE INTERIOR DESIGNER PRIOR TO ROUGH IN. 1 -2, W4, .. 4' 5URFACE MOUNTED FLUOR,E5CENT W1 LENS 5URFACE MOUNTED CEILING LIGHT UNDERCABINET SURFACE MOUNTED LIGHT FIXTURE SINGLE BULB 4' SURFACE MOUNTED FLUOR5CENT ® FULLY RECESSED SITE WALL LIGHT W /WEATHERPROOF ENCLOSURE AND FR05TED GLA55 qQ SURFACE MOUNTED WALL LIGHT 0 PENDANT LIGHT- PROVIDE SLOPED CEILING ADAPTERS AS Q REQUIRED Q-- RECESSED DOWN LIGHT wp RFCE55FD DOWN LIGHT- WATER PROOF HOUSING /LENS KFCF55FD WALL WASHER UNDERCABINET SURFACE MOUNTED LIGHT FIXTURE SINGLE BULB 4' SURFACE MOUNTED FLUOR5CENT ® FULLY RECESSED SITE WALL LIGHT W /WEATHERPROOF ENCLOSURE AND FR05TED GLA55 qQ SMOKE DETECTOR 0 EXHAUST FAN Q THERMOSTAT Q-- DUPLEX OUTLET $p OUTLET DEDICATED TO MOTOR /EQUIPMENT 220 V OUTLET =@OD EXTERIOR RATED DUPLEX OUTLET —@GFCl OUTLET WIGROUND FAULT CIRCUIT INTERRUPTION o DUPLEX FLOOR OUTLET W /BRA55 COVER PLATE •1 TELEPHONE JACK q TELEV1510N JACK SINGLE POLE SWITCH $3w 3 WAY SWITCH $4w 4 WAY SWITCH $p DIMMER SWITCH NOTE: THE ELECTRICAL SCOPE SHOWN ON TH15 DOCUMENT 15 fOR REfERENCE ONLY. CONTRACTOR TO PROVIDE AN ENGINEERED PLAN ALONG VERIf # Of LOAD5 AND CIRCUITING PRIOR ! PROCEEDING, r INTERIOR DOCUMENTS fOR LIGHT fIXTURff TYPE SCHEDULE AND LOCATIONS Of • Li 10 01 d- A 0 a NOTE: COORDINATE CORRECT DIMMER SWITCH TYPES FOR LOW VOLTA DEVICES (MAGNETIC V5 ELECTRONIC) 0 V z Q H 4 z x v x c 0 0 v z 0 MA 0 • x v C s 1 0 0 z c x a a c a eT-+ V}f i r x 0 1 LEVEL ONE E a 8 a " l�l j � J I �Y� T T T 01 4' G' 8' SCALE: 1/4" = P-0" KEYNOTES 0 NOT USED U GARGE DOOR OPENER/LIGHT COMBINATION UNIT- LOCATE DOOR OPENER SWITCH ADJACENT TO DOOR INTO HOME- LOCATE DEVICES PER MANUFACTURERS INSTRUCTIONS ALL GARAGE OUTLETS TO BE ON A DEDICATED GFCI CIRCUIT VERIFY WALL MOUNTING HEIGHT AND EXACT LOCATION OP SWITCH W /INTERIORS TO COORDINATE BED HEAD BOARD HEIGHT AND REACH DIMENSIONS TO THE SWITCH Q CENTER LIGHT FIXTURE OVER TUB /SHOWER COORDINATE LIGHT FIXTURE W /MIRROK- RE:INTERIOKS 7 THIS SPACE IS OPEN TO BELOW KE:A3.4 VERIFY SCONCE MOUNTING HEIGHT W /INTERIORS ONCE LIGHT FIXTURE IS SELECTED- HEIGHT TO BE ABOVE HEAD HT AND LAMP SOURCE TO BE SHIELDED FROM VIEW FROM ABOVE AND BELOW RECESSED STEP LIGHT- MOUNTING HT. ABOVE FINISH TREAD 18 " TO TOP Of LENS EXTEND UP TO LEVEL TWO ENTRY SWITCH- RE:A3.G I I EXTEND DOWN TO BASEMENT LEVEL - R.E:A3.4 MOUNT OUTSIDE DUPLEX OUTLET ABOVE GRADE ON GxG WOOD POST AT HT. REQUIRED BY CODE. PROVIDE EXTRA CONDUIT TO SAME LOCATION FOR FUTURE POWER NEEDS PROVIDE MASTER CONTROL LIGHTING SYSTEM WITH CONTROL BOX LOCATED ADJACENT TO DOOR 101 A AND DOOR 200- RE:A3.G WALL WASH LIGHTING SYSTEM TO BE INCORPORATED INTO CEILING BEAM DETAIL - RE: I NTERIORS ELECTRICAL LIGHT FIXTURE/MAKE -UP MIRROR - RE: INTERIORS 1-8 -m- - mm a 0 Elo, Ai�- 0 ;wp °5n O d S 3W 4w SURFACE MOUNTED CEILING LIGHT SURFACE MOUNTED WALL LIGHT PENDANT LIGHT- PROVIDE SLOPED CEILING ADAPTERS AS REQUIRED RECESSED DOWN LIGHT RECESSED DOWN LIGHT- WATER PROOF MOUSING /LENS RECESSED WALL WASHER UNDERCABINET SURFACE MOUNTED LIGHT FIXTURE SINGLE BULB 4' SURFACE MOUNTED FLUORSCENT FULLY RECESSED SITE WALL LIGHT W/WEATHERPROOF ENCLOSURE AND FROSTED GLASS EXHAUST FAN THERMOSTAT DUPLEX OUTLET OUTLET DEDICATED TO MOTOR /EQUIPMENT 220 V OUTLET EXTERIOR RATED DUPLEX OUTLET OUTLET W /GROUND FAULT CIRCUIT INTERRUPTION DUPLEX FLOOR OUTLET W/BRASS COVER PLATE ` TELEPHONE JACK TELEVISION JACK SINGLE POLE SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH NOTE: THE ELECTRICAL SCOPE SHOWN ON THIS DOCUMENT 15 POP, REFERENCE ONLY. CONTRACTOR TO PROVIDE AN ENGINEERED PLAN ALONG WITH VERIFICATION OF LOADS AND CIRCUITING PRIOR TO PROCEEDING. REP. INTERIOR DOCUMNETS FOR LIGHT FIXTURE TYPE SCHEDULE AND LOCATIONS Of (E) FIXTURES TO REMAIN. i NOTE: COORDINATE CORRECT DIMMER SWITCH TYPES FOR LOW VOLT/ DEVICES (MAGNETIC VS ELECTRONIC) G a x x U 0 x 0 I C P W i� x P4 �c x a o 0 x H � W O P4 FER41:140, 10 m 2 a v a MASTER c-i H r)kA/F f2 IN 0 VENT HOOD W/ INTEGRAL LIGHT OVER GAB RANGE. COORDINATE POWER SUPPLY TO FIXTURE5 TO BE CONCEALED IN WOOD FLOORING /DECKING - ROUTE OUT PATHWAY FOR CONDUIT ROUTING (3/4 "x3/4" SQUARE TUBING LET INTO TOP HALF OF 2x DECKING, CARPET AND PADDING TO CONCEAL AT MAZOT.) mo VFRIfY If CAN LIGHTS ARE ACCEPTABLE ALT SOLUTION i PROVIDE SUSPENDED r A OVER KITCHEN WORK COUNTER MOUNT ON BOTTOM Of ii1► CONDUIT RIDGE VENT SPACE AND . THROUGH . TO fFFD f IXTURE IF ROM ABOVE CENTER FIXUTRE5 I N COPPERS. RECE55FD STEP LIGHT- MOUNTING HT. ABOVE FINISH TREAD 18" TO TOP OF LENS SLOPED CEILING ADAPTERS REQUIRED IN TH15 AREA CENTER FIXTURE OVER TUB /SHOWER CENTER FIXTURE OVER COUNTER TOP BELOW CENTER FIXTURE ON FIREPLACE STONE SURROUND EXTEND UP TO LOFT LEVEL LIGHT FIXTURE- RE:A3.7 } COORDINATE LIGHT FIXTURF W /MIRROR- RE:INTERIOR5 PROVIDE MASTER CONTROL LIGHTING SYSTEM WITH CONTROL BOX LOCATED ADJACENT TO DOOR 101 A AND DOOR 200- RE:A3.5 WALL WASHING LIGHT FIXTURE RECE55FD IN DECORATIVE WOOD BFAM- RF:INTERIOR5 FOR COORDINATION COORDINATE LIGHT PIXTURF TO BE CENTERED IN BAY OF DECORATIVE CEILING PATTERN- RE: I NTFRI ORS SURFACE MOUNTED WALL LIGHT 0 PENDANT LIGHT- PROVIDE SLOPED CEILING ADAPTERS AS REQUIRED RECESSED DOWN LIGHT RECESSED DOWN LIGHT- WATER PROOF HOUSING /LENS - RECESSED WALL WASHER UNDERCABINET 5URFACF MOUNTED LIGHT FIXTURE --- SINGLE BULB 4' 5URFACE MOUNTED FLUORBCFNT FULLY RECESSED 51TE WALL LIGHT W/WEATHERPROOF ENCLOSURE AND PR05TED GLASS LEVEL TWO ELECTRIV...-CIL LIGHTING P 01 41 G1 : • VERIFICATION OF LOADS AND CIRCUITING PRIOR TO PROCEEDING. REF. INTERIOR DOCUMENTS FOR FIXTURE TYPE SCHEDULE, AND LOCATIONS Of (E) FIXTURES TO REMAIN. r NOTE: COORD'I-N­A-TE CORRECT DIMMER SWITCH TYPES FOR LOW VOLT/ DEVICES (MAGNETIC V5 ELECTRONIC) j 9 x a v 0 0 0 I x w x O z 0 H � v W pl�w 0 P4 ° u c"l U , u { qn SMOKE DETECTOR EXHAUST PAN o z ® THERMOSTAT G 3 Gra �. +�a�. D _� i 3 �, E)= DUPLEX OUTLET OUTLET DEDICATED TO MOTOR/FQUIPMFNT E EQ E EQ EQ _ 220 V OUTLET e ter on Floor Sao EXTERIOR RATED DUPLEX OUTLET us - C�GFCI Y OUTLET W/GROUND FAULT CIRCUIT INTERRUPTION DUPLEX FLOOR OUTLET W /5RA55 COVER PLATE \ 11 S DINING 2 ! 3 !; v' •I TELEPHONE JACK r TELEVISION JACK SINGLE POLE SWITCH r $3w 3 WAY SWITCH $4w 4 WAY SWITCH $D DIMMER SWITCH I Q r NOTE: THE ELECTRICAL SCOPE SHOWN ON THIS DOCUMENT 15 FOR REFERENCE ONLY, CONTRACTOR TO PROVIDE AN ENGINEERED PLAN ALONG WITH LEVEL TWO ELECTRIV...-CIL LIGHTING P 01 41 G1 : • VERIFICATION OF LOADS AND CIRCUITING PRIOR TO PROCEEDING. REF. INTERIOR DOCUMENTS FOR FIXTURE TYPE SCHEDULE, AND LOCATIONS Of (E) FIXTURES TO REMAIN. r NOTE: COORD'I-N­A-TE CORRECT DIMMER SWITCH TYPES FOR LOW VOLT/ DEVICES (MAGNETIC V5 ELECTRONIC) j 9 x a v 0 0 0 I x w x O z 0 H � v W pl�w 0 P4 ° u c"l U , u L uo , :r7 0 a 0 5 d i a fl w c, U LOFT LEVEL ELECTRICAL LIGHTING PLAN • 41 ,. i ' • 011 EXTEND DOWN TO LEVEL TWO SWITCH- RE:A 3.G CENTER LIGHT FIXTURE IN SHOWER •• r F � w r r• w w .• r Of f5ET EXHAUST fAN TO M155 RI DGE BEAM AND VENT AND CENTER BETWEEN WALL AND • R • - THIS AREA 13 OPEN TO BELOW- RE:A3.G LEVEL TWO FOR LIGHTING SLOPED CEILING COLLAR ADAPTER AND PENDANT FOR LIGHT FIXTURE BELOW - RE:A3. G w • • � � � • l 4 Ir ! • r r w• r w . • r • r w r w •• _IT S F* 5URFACE MOUNTED WALL LIGHT 0 PENDANT LIGHT- PROVIDE SLOPED CEILING ADAPTERS AS (D REQUIRED & RECESSED DOWN LIGHT wp RECESSED DOWN LIGHT- WATER PROOF HOUSING /LENS ? RECESSED WALL WASHER UNDERCABINET 5URFACE MOUNTED LIGHT FIXTURE SINGLE BULB 4' 5URFACE MOUNTED FLUOR5CENT ® FULLY RECESSED SITE WALL LIGHT W /WEATHERPROOF ENCLOSURE AND FROSTED GLASS 05D SMOKE DETECTOR Q EXHAUST FAN (D THERMOSTAT & DUPLEX OUTLET M�Z= OUTLET DEDICATED TO MOTOR/EQUIPMENT 220 V OUTLET MoD EXTERIOR RATED DUPLEX OUTLET =E)GFCI OUTLET W /GROUND FAULT CIRCUIT INTERRUPTION o DUPLEX FLOOR OUTLET W /BRA55 COVER PLATE •I TELEPHONE JACK Q TELEVISION JACK c SINGLE POLE SWITCH $3W 3 WAY SWITCH $4w 4 WAY SWITCH !JD DIMMER SWITCH NOTE: THE ELECTRICAL SCOPE ON DOCUMENT • ! REfERENCL ONLY, CONTRACTOR TO PROVIDE r PLAN ALONG INTERIOR VERIfICATION Of LOADS AND CIRCUITING PRIOR TO PROCEEDING, REf. DOCUMENTS • r f[XTURff TYPE SCHEDULE, AND • • - • • 1 NOTE: COORDINATE CORRECT DIMMER SWITCH TYPES FOR LOW VOLT DEVICES (MAGNETIC V5 ELECTRONIC) 0 0 a w re Q J �4 E. U W H x x C� l 0 P' R, J u di z c/} N 4, c r,4 c O F--1 F—i WWI Q�Q "7 w � I 0 P P. T.O.DECK NEW LOFT I I 51-G 3/411 LEVEL TWO T.O. DEC 1091-8 5/81*------- T.O.5LAI5 1001-011 If EXIST T.O.fOOT ING 95 -Gil SOUTH ELEVATION TENET T I ol 41 Gl 5' SCALE: 1/4" = 1'-0" T.O. CHIMNEY 1341-5 1/211 T.O.RIDGE BEAM 13 1'- 1 1 /8 11 LOFT T.O.DECK I 151-G 1/211 LEVEL TWO T.O.DECK 1091-8 5/811 f _NTKYT.0.DFCJr, 1051-2 1/411 LEVEL ONE T.O.DECK 1001-01, GARAGE T.O.5LAB T I 00-o" T.O. fOOTI NG T 9 il I-C 5 , KEYNOTES 0 CEDAR SHAKE SHINGLES THROUGHOUT - MATCH SHAKES AT AD, PRIMARY RE51DENCF. STONE VENEER - STONE TYPE 5T3 - RE: f IN15H MATERIALS SCHEDULE. STONE CAP TYPE 5T4, STUCCO TO MATCH ADJOINING PRIMARY RESIDENCE; PAINT PT3a. STONE STEPS 5T 1. METAL HANDRAIL - PAINT PT4. WOOD FASCIA BOARDS - PAINT PT3b). 0 QQ 9 PRE - FINISHED METAL GUTTER AND DOWN SPOUT SYSTEM TO MATCH EXISTING @ � INA m PRIMARY RESIDENCE. Rf_:A2.2 FOR EXTENSIONS BELOW SLAB- DAYLIGHT ONTO STONE SLAB AT GRADE EXPOSED WOOD BEAMS WD7. METAL GUARDRAIL - PAINT PT4, I kTj I if I&I EN ILI 11= iFAQ11jffffM-d RIDGE VENT, COVER W/ SHINGLES TO MATCH ROOF. SNOW BARS "ALPINE SNOW GUARDS" - 2 PIPE STYLE fOR SHINGLE R00f. MFCH. f RE5H AIR INTAKE TO MECH. ROOM - PAINT TO MATCH STUCCO; RE: MECH. f OR 5PFC1f IC TYPE AND REQUIREMENTS (VFRIfY If PIPE EXTENDED A50VF'l GRADE 15 REQUIRED). ALUMINUM CLAD WOOD WINDOW SYSTEM. COLOR Of CLADDING TO MATCH EXISTING AT PRIMARY RESIDENCE. METAL FIREPLACE EXHAUST/ LOUVER- PAINT TO MATCH STUCCO. WALL MOUNTED PORCH LIGHT- RF:FLECT AREA WELL WHINGED COVERED TOP- COMPLY W1IRC 8310.2 AND 310.4 METAL COMBUSTION AIR INTAKE LOUVER fOR GAS APPLIANCE f1REPLACE IN MEDIA 004 BELOW - PAINT TO MATCH STUCCO COMMON PARTY WALL- NOT SHOWN FOR CLARITY 50 ELEMENTS BEYOND COULD BE DELINEATED MAINTAIN 71 HEAD HT. CLEARANCE UNDER DECK AT BASEMENT EGRESS WINDOW PATHWAY- V.I.F. ALUM CLAD WOOD FRENCH DOOR- COLOR Of CLADDING TO MATCH EX15T /0� 1,AFTAI R I IF (-AP Fr)P (--Ac, APPI IAI\lr-F FIPFPI A(-F INI NAFniA o('A RR rwl I r)r-ATE T.O. SLAB 901-G 3/411 LT COU w U 4 0 0 P-1 P4 0 U 0 P4 P. • <A> EGRESS SILL 9 2' -011 WELL T.O. SLAB 91 B5MT T.O.5LAB 881-11 1/4 IT NORTH ELEVATION 2 To 0 a T T T 01 41 0 8' SCALE: 114" = I'-01' 0 P P. T.O.DECK NEW LOFT I I 51-G 3/411 LEVEL TWO T.O. DEC 1091-8 5/81*------- T.O.5LAI5 1001-011 If EXIST T.O.fOOT ING 95 -Gil SOUTH ELEVATION TENET T I ol 41 Gl 5' SCALE: 1/4" = 1'-0" T.O. CHIMNEY 1341-5 1/211 T.O.RIDGE BEAM 13 1'- 1 1 /8 11 LOFT T.O.DECK I 151-G 1/211 LEVEL TWO T.O.DECK 1091-8 5/811 f _NTKYT.0.DFCJr, 1051-2 1/411 LEVEL ONE T.O.DECK 1001-01, GARAGE T.O.5LAB T I 00-o" T.O. fOOTI NG T 9 il I-C 5 , KEYNOTES 0 CEDAR SHAKE SHINGLES THROUGHOUT - MATCH SHAKES AT AD, PRIMARY RE51DENCF. STONE VENEER - STONE TYPE 5T3 - RE: f IN15H MATERIALS SCHEDULE. STONE CAP TYPE 5T4, STUCCO TO MATCH ADJOINING PRIMARY RESIDENCE; PAINT PT3a. STONE STEPS 5T 1. METAL HANDRAIL - PAINT PT4. WOOD FASCIA BOARDS - PAINT PT3b). 0 QQ 9 PRE - FINISHED METAL GUTTER AND DOWN SPOUT SYSTEM TO MATCH EXISTING @ � INA m PRIMARY RESIDENCE. Rf_:A2.2 FOR EXTENSIONS BELOW SLAB- DAYLIGHT ONTO STONE SLAB AT GRADE EXPOSED WOOD BEAMS WD7. METAL GUARDRAIL - PAINT PT4, I kTj I if I&I EN ILI 11= iFAQ11jffffM-d RIDGE VENT, COVER W/ SHINGLES TO MATCH ROOF. SNOW BARS "ALPINE SNOW GUARDS" - 2 PIPE STYLE fOR SHINGLE R00f. MFCH. f RE5H AIR INTAKE TO MECH. ROOM - PAINT TO MATCH STUCCO; RE: MECH. f OR 5PFC1f IC TYPE AND REQUIREMENTS (VFRIfY If PIPE EXTENDED A50VF'l GRADE 15 REQUIRED). ALUMINUM CLAD WOOD WINDOW SYSTEM. COLOR Of CLADDING TO MATCH EXISTING AT PRIMARY RESIDENCE. METAL FIREPLACE EXHAUST/ LOUVER- PAINT TO MATCH STUCCO. WALL MOUNTED PORCH LIGHT- RF:FLECT AREA WELL WHINGED COVERED TOP- COMPLY W1IRC 8310.2 AND 310.4 METAL COMBUSTION AIR INTAKE LOUVER fOR GAS APPLIANCE f1REPLACE IN MEDIA 004 BELOW - PAINT TO MATCH STUCCO COMMON PARTY WALL- NOT SHOWN FOR CLARITY 50 ELEMENTS BEYOND COULD BE DELINEATED MAINTAIN 71 HEAD HT. CLEARANCE UNDER DECK AT BASEMENT EGRESS WINDOW PATHWAY- V.I.F. ALUM CLAD WOOD FRENCH DOOR- COLOR Of CLADDING TO MATCH EX15T /0� 1,AFTAI R I IF (-AP Fr)P (--Ac, APPI IAI\lr-F FIPFPI A(-F INI NAFniA o('A RR rwl I r)r-ATE T.O. SLAB 901-G 3/411 LT COU w U 4 0 0 P-1 P4 0 U 0 P4 P. • a q a: a x C7 N EV LEVEL T' -a4-- 1 ( ) unimNCY (DETUNL)) '-5 1/211 CHIMNEY 1-811 1 1� 11 I I1 I I i ii�k I i j l � A T.O.FOOTING 1 I I I WELL T. . FTG. I I I G .1 BASEMENTT.O.SLAB EAST ELEVATION Tn x 2 T T 7 0' 4' G' 8' SCALE. 1/4" = 1'-0" O Q -d LEVEL TWO T.O.DECK 109' -8 5/8" ENTRY T.O. DECK _ 105' -2 1/4 LEVEL ONE T.O.DECK 1 001 -0" (E T.O., SLAB 100' -0" 1#1 N WELL T.O. FTG 9 1 i —Gil z ait c _fir �t. r P CEDAR 19, NEW THROUGHOUT MATCH ♦ AT ADJOINING PRIMARY RESIDENCE. a STONE VENEER - STONE TYPE 5T3 - RE: FINISH MATERIALS SCHEDULE. Q WOOD FASCIA BOARDS - PAINT PT3b.y T.O.DECK STONE CAP TYPE 5T4. x PRE - FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM TO MATCH EXISTING @ STUCCO TO MATCH EXISTING AT PRIMARY RESIDENCE; PAINT PT3a. PRIMARY RESIDENCE. EXTEND BELOW SLAB IN CAST PIPE PER LOCATIONS ON STONE STEPS ST 1. A2.2- DAYLIGHT AT GRADE ON STONE SLAB METAL HANDRAIL - PAINT PT4. ° EXPOSED WOOD BEAMS WD7. Q WOOD FASCIA BOARDS - PAINT PT3b.y T.O.DECK U PRE - FINISHED METAL GUTTER AND DOWNSPOUT SYSTEM TO MATCH EXISTING @ ' -G 3/4" PRIMARY RESIDENCE. EXTEND BELOW SLAB IN CAST PIPE PER LOCATIONS ON A2.2- DAYLIGHT AT GRADE ON STONE SLAB EXPOSED WOOD BEAMS WD7. T.O.DECK 1 -G 11211 METAL GUARDRAIL - PAINT PT4. - RE. 3AG.0 MALL 1 ( METAL PAN CONCRETE FILL WITH STONE STAIR - PAINT ALL EXPOSED METAL PT4. ' -1 3/811 G RIDGE VENT, COVER W/ SHINGLES TO MATCH ROOF. cwt) 1.3 SNOW BARS "ALPINE SNOWGUARD5" - 2 PIPE STYLE FOR SHINGLE ROOF. 14 MECH. FRESH AIR INTAKE TO MECH ROOM - PAINT TO MATCH STUCCO; RE: MECH. FOR SPECIFIC TYPE AND REQUIREMENTS (VERIFY IF PIPE EXTENDED ABOVE GRADE IS REQUIRED). ALUMINUM CLAD WOOD WINDOW SYSTEM. COLOR OF CLADING TO MATCH EXISTING AT PRIMARY RESIDENCE. ,HALL � LOUVER — FIREPLACE EXHAUST METAL PAINT TO MATCH STUCCO. 1 -411 1 METAL LAUNDRY EXHAUST VENT PAINT TO MATCH STUCCO. AGE T.0.5LAB 18 EGRESS WINDOW WELL WHINGED CLEAR BUBBLE COVER. a 1 -011 � WALL MOUNTED LIGHT FIXTURE +G' -0" ABOVE SLAB OR GRADE - RE: ELECT 9 WOOD GARAGE DOOR W /INTEGRAL PANELIZED MAN ACCESS DOOR - STAIN 21 ALUMINUM CLAD WOOD FRENCH DOOR SYSTEM- COLOR OF CLADING TO MATCH WINDOW SYSTEM EXISTING WALL CONNECTED TO PRIMARY RESIDENCE - PROTECT THROUGHOUT CONSTRUCTION, PATCH AND REPAIR AS NECESSARY. o GAS FIREPLACE COMBUSTION AIR INTAKE LOUVER- PAINT TO MATCH STONE- a ALIGN TOP OF VENT WITH WINDOW HEAD TRIM T.O. CHIMNEY 24 METAL LAUNDRY EXHAUST VENT - PAINT TO MATCH T 134' -5 1 /211 ® �-I-I 1C T.O. CHIMNEY (BEYOND) 132-811 PRE- FIN15HED METAL SKYLIGHT- FLASHING AND COUNTERFLASHING on T x= D jk LOFT T.O. DECK 1 181 -G 3/4" T.O. GARAGES 100-0" T.O. S LAB I 8 I 8 i 5 EXISTT.O.FOOTING 951—Go T I 1 I I I WIEST ELEVATION I III I I T T T 0' 41 G' 8' SCALE: 1/4" = 1' -0 °' I I I I I I III I I T.O. BASEMENT SLAB 4 O � r W c, N G �a �J f t C f G f4 v F—i �4 L 0 P l---I a U f ay � 1 H $ uk � f °r � C —0010 • r • x O c c 4 I I It Ir affoiff IN In + 1 =4 11= I �`� (Illlll U z G a z 0 a a Q SECTION- EAST WEST 2 01 41 GI i • i A. lics,EYNOT s ' r • . • • DORMER: SH • MATCH t PRIMARY RESIDENCE) ON BUILDING fELT ON 5/8" SHEATHING ON 2XI 0 5LFFPF &I Of -• • 49 ON DECKING ON i TIMBERTRU55 5/8" GYP. BOARD CEILING APPLIED TO BOTTOM CHORD. I ROOF RIDGE VENT SYSTEM. 5/8" GYP. BD. ON 2X4 FURRED WALLS W/ I " GAP BETWEEN CONC. � STUD, PROVIDE I -1 /2" FLOAT SPACE @ B.O. FURRED WALL, R 19 FACED BATT INSULATION. 2x4 STUD WALL W/ 5/8" GYP. BOARD ON BOTH SIDES. 2x6 STUD WALL W/ 5/8" GYP. BOARD ON BOTH SIDES. 2x6 STUD WALL, Iii FACED BATT INSULATION W/ 5/811 GYP. BOARD ON INTERIOR * 1/2" PLYWOOD SHEATHING W/ FELT AND 3 COAT HARD COAT STUCCO SYSTEM TO MATCH EXISTING ON EXTERIOR OF PRIMARY RESIDENCE. 2x6 STUD WALL W/ 5/8" GYP. BOARD ON INTERIOR. EXPOSED GLULAM STRUCTURAL BEAM. 2x6 STUD WALL, R-21 FACED BATT INSULATION W/ 5/8" GYP. BOARD ON INTERIOR * 1/2" PLYWOOD SHEATHING W/ FELT AND STONE VENEER ON EXTERIOR. McNICHOLS CLOSE MESH ALUM FLOOR GRATE - 2" DEEP x 13" BAR THICKNESS SPACED AT �" O.C. ONE DIRECTION AND 4" O.C. OTHER DIRECTION. INSTALL WITH "" BAR SPACING RUNNING EAST WEST. SECTION- EAST WEST 1 #1 41 GI : i �I 4 1 =1 14==1 I.4 =1 I I k I I. i =1 4 I =4 I I =I I ICI I1 11= � � r T.O.DECK NEW LOFT 1 181 -G 3/411 T. O. S LAI5 100' -0 " _ I i 1-I I I I I! , 1=1 I E=lf =T I j i E.1I I=I I ll I I=1 14 =1 I i -1 11= I_ �I (I —I 11=4 P ICI LEI 'I i I I �� P� — I 1 I I 1- 111 -- =1 I I_ I III 11111— 1 4=41 8 —I I I -1 I I- 4 (1-1 I1441 FEI 1 Illl _Ill lil111 11 Il41ILIL= 8 jLI U F-I i 1=1 I I�i 'I II! =11 I— III —III -1 ! I —I 1I- -_— T.O.5LAB I I I -1 ! I i- 'I-== I��If1 T.O.RIDGE BEAM (VERIFY) 1311-1 1/811 T.O.PLATE 1 191 -9 3/411 E) LOFT T.O.DECK I 151-G 1/211 LEVEL TWO T.O.DECK 1091 -8 51811 ENTRY T.O.DECK 1051 -2 1/411 T.O. WAL L 1031 -811 LEVEL ONE T.O.DECK 1 001 -011 T. 0. 5LAB 11 A5 1 881-11 U4. 114 a- A I�L �6� � � FLOOR SYSTEM: 3/4" T *G SHEATHING, 92" 1 JOISTS @ 16" O.C. W1 5/8" GYP. BOARD CEILING. 4" CONCRETE SLAB W/ VAPOR BARRIER UNDER SLAB, 30" GRANULAR FILL W /LATERAL DRAIN SYSTEM- RE: STRUCT AND SOILS REPORT EGRESS WELL W/ HINGED CLEAR BUBBLE COVER AND METAL LADDER. CONNECT AREA DRAIN TO FOUNDATION DRAIN. FOUNDATION W /CONT DAMP PROOFING AND DRAINAGE MAT- RE: STRUCT AND SOILS REPORT FLOOR SYSTEM: 3/4" T,�G SHEATHING, 9j" JOISTS @ 16" O.C. W1 5/8" GYP. BOARD CEILING. PERIMETER FOUNDATION DRAIN TILE IN GRAVEL BED W /MEMBRANE WRAPPED CONT UNDER DRAIN AND UP WALL 24" MIN, FILTER FABRIC ON TOP OF GRAVEL BELOW f LL- RE:5O1 LS REPORT. STONE VENEER - STONE TYPE ST3. G" CM LEDGE W /CONT DAMP PROOFING AND DRAINAGE MAT FOR STONE VENEER- HEIGHT VARIES W1 GRADE- COORDINATE 50 AS TO NOT EXPOSE ANY CUM ABOVE FINISH GRADE. CONCRETE SITE WALL RE: STRUCTURAL. STONE CAP TYPE 5T4. \I I METAL GUARDRAIL SYSTEM - PAINT PT4 - RE: 3AG.0 t' S` EXTERIOR DECK.: STONE TOPPING SYSTEM W1 HYDRONIC SNOW MELT SYSTEM ON 3/4" PLYWOOD SHEATHING, 1 1 718" TJI JOISTS. Q CONCRETE PIER W1 STONE VENEER - STONE TYPE 5T3 - AND CMU LEDGE BEYOND RE: STRUCTURAL. 14 CONCRETE 5LAB /5TEP5 W1 STONE TOPPING SYSTEM - TYPE 5T I - AND SNOW MELT SYSTEM. EXPOSED WOOD BEAMS W/ 2x T *G DECKING BEYOND AT FORT WALKWAY NOT USED NEW FLOOR SYSTEM: 3/4" T *G PLYWOOD SHEATHING ON 9 112" 1 JO15TS W1 5/8" GYP. BOARD CEILING. 1_ t? 0 a 01 u I 18 ROOF 5Y5TEM: 5/8" GYP. BOARD CEILING, R -49 FACED BATT INSULATION, 16" BCI @ 16 " O.C., 5/811 PLYWOOD DECK W1 2x SLEEPERS, 5/8" PLYWOOD SHEATHING, BUILDING FELT, ICE UNDERLAYMENT MEMBRANE IN ACCORDANCE WITH IRC P,905.2.7.1 AND NEW SHAKE SHINGLES TO MATCH EX15T PRIMARY RESIDENCE a addendum 3 ..�.... ...®a ®. c4J 4.11 1, A A I= \F 4 f FtIFf T1Alfi • a i• i v w U x 0 o H 0 c F—i 0 u o V) __4414 z 0 a T A� U Cif z 0 a T CHIMNEY SECTION DETAI T T T • 1 1 SCALE: 1 1/2" = I'-O'l T.O. NEW CHIMNEY 134'-5 1/2" 13 1 1-1 1 /51, T I EXTERIOR MAZOT DECK LEVEL TWO T.O.DECK LEVEL ONE 100' -0° GARAGE T.O.SLA 100I -0111 T.O.SLAB 1 1/4" I m )LID STONE CAP m0w"I 0 0, mp LIE) STONE CAP- <, ALL JOINTS AT P \ATION Of I'LLIE WALL fLA5MING 9 10 w a, e I I Is IF, fR5 STANDARD STOP AND FLU A55EME3LY-W/ 3" 4 EPDM ROOFING STONE VENEER I Alacidendum 3 KITCHEN LEVEL TWO CHIMNEY SECTION DETAIL T T T • 1 SCALE: 1 1/2" = P-O" NEW LOFT T.O.DECK --------- u 118' -G 3/411 u CIS (E) LOFT T.O.DECK MAST ER 115 ° -6 1/2 11 LNDRY SUITE 203 1204 EN ply IT, �WJAWMWM L VEL TWO is GARAGE T.O. CURB 5TAIR, _-0-1 1001-7 1/211 15T I GARAGE T.0.5LAB `F-rr---7 I IM F7 T.O. DECK LANDING \-r 9 5'-7 1 /6 j[4ft_vA_R _ _IM10111110 (D FLOOR SYSTEM: 3/4" T*G SHEATHING, 9�` 1 JOISTS @ 10' O.C. W/ 5/8" GYP. 2 BOARD CEILING, CONCRETE FLOOR ON METAL DECK SLOPE FLOOR TO DRAIN 1/8" PER FOOT MIN. APPLY GENERAL POLYMERS EPO-f LEX TRAFFIC EPDXY COATING TO WATERPROOF FLOOR RE: STRUCTURAL. NOT USED FOUNDATION SYSTEM RE: STRUCTURAL. FOUNDATION SYSTEM W/CONTINUOU5 DAMP PROOFING AND DRAINAGE MAT- RE: STRUCTURAL AND SOILS REPORT PERIMETER FOUNDATION DRAIN TILE IN GRAVEL BED W/MEMBRANF WRAPPED CONT UNDER DRAIN AND UP WALL 24" MIN, FILTER FABRIC ON TOP Of GRAVEL BELOW FILL- RF:501 L5 REPORT. 2X OVERIF RAMING W1 3/4" T*G SHEATHING ALIGN W1 (E) FLOOR LEVEL 2. ROOF SYSTEM @ MAZOT DORMER: SHAKE SHINGLES (TO MATCH EXISTING ON PRIMARY RE51DENCE) ON BUILDING FELT ON 518" SHEATHING ON 2X 10 SLEEPERS W18" Of POLY150 (IR-49 MIN.) ON 2XG T*G DECKING ON 3X8 TIMBER TRUSS W1 5/8" GYP. BOARD CEILING APPLIED TO BOTTOM CHORD. 4" CONCRETE SLAB W1 VAPOR BARRIER UNDER SLAB, 30" GRANULAR FILL W/LATEIRAL DRAIN SYSTEM- RE: 5TIRUCT AND SOILS REPORT ' EXTERIOR DECK: STONE TOPPING SYSTEM W/ HYDRONIC SNOW MELT SYSTEM ON 3/4" PLYWOOD SHEATHING, 1 1 7/8" JOISTS. \Ly METAL GUARDRAIL SYSTEM - PAINT PT4 - RE: 3AG.0 EXTERIOR DECK: STONE TOPPING SYSTEM W/ HYDRONIC SNOW MELT SYSTEM ON 3/4" PLYWOOD SHEATHING, 9 112" TJI JOISTS. 2x6 STUD WALL W/ 5/8" GYP. BOARD ON BOTH SIDES * BATT INSULATION. 2x 10 STUD WALL W1 5/8" GYP, BOARD ON BOTH SIDES t- BATT INSULATION. EXPOSED WOOD BEAMS W1 2x T*G DECKING. 2x I 05TUD WALL W1 5/6" GYP. BOARD ON INTERIOR, BATT INSULATION 5/811 PLYWOOD SHEATHING � STUCCO ON EXTERIOR. FLOOR SYSTEM: 3/4" T*G PLYWOOD SHEATHING ON 9-1/2" TJI FLOOR JOISTS D 5/811 BOARD CEILING ROOF SYSTEM: 5/8" GYP. BOARD IL , R -49 FACED BATT INSULATION, 16" BC1 @ I G" O.C., 518" PLYWOOD DECK W1 2x SLEEPERS, 5/8" PLYWOOD SHEATHING, BUILDING FELT, ICE UNDFRILAYMENT MEMBRANE IN ACCORDANCE WITH IRC R905.2.7-1 AND NEW SHAKE SHINGLES TO MATCH EXIST PRIMARY RESIDENCE EXPOSED GLULAM STRUCTURAL BEAM - RE: STRUCT. addendum 3 ROOF RIDGE VENT SYSTEM. 5/8" GYP. BOARD ON 2x PRESSURE TREATED FURRING STRIPS ATTACHED TO CONCRETE FOUNDATION * I --L" RIGID INSULATION 2 2x4 STUD WALL W/ 5/8" GYP. BOARD ON BOTH SIDES. 2x6 STUD WALL W/ 5/8" GYP. BOARD ON BOTH SIDES. 2x6 STUD WALL, R-21 FACED BATT INSULATION W1 5/8" GYP. BOARD ON INTERIOR * 1/2" PLYWOOD SHEATHING W1 FELT AND 3 COAT HAIRDCOAT STUCCO 5Y5TFM (MATCH EXISTING ON PRIMARY RESIDENCE) ON EXTERIOR. 51' GYP 15D ON 2x4 FURRED WALLS, W1 I " GAP BETWEEN CONC AND STUD- - PROVIDE 1 2 "' FLOAT SPACE AT BOTTOM Of FURRED WALL- R -19 FACED BATT INSULATION FLOORING SYSTEM: ) I - Zb" TJI, a" PLYWOOD, R-49 FACED BATT INSULATION, 4 fi" j GYP BOARD addendum 3 C 'C� 0 LADDER ACCESS T MAZOT ELIMINATED PER ADDENDUM 3 2x4 BRACES AT 30" O.C. MAX- 5'MAX HEIGHT FROM TOP Of FLOOR JOISTS TO BOTTOM Of BRACES 50 ATTIC 15 IN COMPLIANCE W/TOWN Of VAIL GRfA DEDUCTION CRITERIA FLOOR SYSTEM: 3/4" T*G SHEATHING, 2x8 JOISTS @ I G" O.C. W1 5/8" GYP. BOARD CEILING. GAS APPLIANCE 5 VENT FIREPLACE- FLUE VENTING AND MINIMUM CLEARANCES PER MANUfACTURER5 INSTRUCTIONS BUILDING SECTION- NORTH SOUTH 1 T T T r 11__1___._i ol 41 G1 8' SCALE: 1/4" = 1'-0" c c u 0 oi x ; �414 !sm z6 O 1c41 M u u CIS !sm z6 O 1c41 M L O c z " PREFORMED METAL REVEAL AT SOFFIT TO STONE CONNECTION- CONTINUOUS AROUND PERIMETER- PAINT 0 c�. v I x8 T *G CEDAR SOFFIT- STAIN G 3 1'x 12 GLU LAM BEAM BEYOND 2 T BALCONY COLUMN 9 T_ 0 1 ' SCALE; I" = 1'-0" METAL SAPLING SYSTEM - PAINT PT 4 - 8E ;3AG.0 1 1 -7/8" TJI FLOOR JOISTS- RE:STRUCT –11 Gx I G CEDAR TIMBER BEAM, STAIN, 5EAL - RE:5TRUCT G3- "x 12 GLU LAM BEAM SPANNING BETWEEN STONE PIERS- RE:5TRUCT GxG PRESSURE TREATED P05T BEYOND - RE:STRUCT 2x4 STUDS, 2' PLYWOOD SHEATHING, FELT," AIR SPACE AROUND GxG P05T Of STONE 5T3 VENEER WITH METAL TIES AS REQUIRED PER MANUFACTURERS RECOMMENDATIONS - RE:NOTE5 ON A5.4 METAL COLUMN BASE ANCHOR PLATE - RE :5TRUCT j I I E f II I C = G" 'CMU- HOLD DOWN BELOW FIN15H GRADE 4" ___._MIN- RE:5TRUCT CQNC. STEM WALL- RE:5TRUCT – CONC. STEM WALL- RE:5TRUCT 1 - SI I r AMENDED 501L5- RE:50IL5 REPORT _ T.O. FQOTER 88' -7 1/411 �CONIC. FOOTING- RE :STRUCT UNDISTURBED 51TE SOILS ii 4" SHEATHING, 92" 1 JOISTS, 5/8" GYP 2xG STUD WALL WI �" GYP BOTH SIDES r - - 0.60. i• -! M•r liallo s ii TILE FLOORING OVER 4" 3HEATHING,92" FLOOR JOISTS, 5/8" GYP sr � OPEN TO BELOW LE55 THAN I G' CITY TOWN OF VAIL GRFA DEDUCTION REQUIREMENTS REMOVED EXIST FLOORING AND HEADER OFF AS REQUIRED- RE:5TRUCT T.O.DECK _ 100' -7 1/211 STAIR LANDING B.O. BEARING POCKET FINISH WOOD PLANK5- RE:INTERIOR5 FOR BOARD ORIENTATION SPACE FOUNDATION RE: 1005 STRUCTURAL 4" CONC. SLAB OVER GMIL VAPOR BARRIER UNDER ALL BA5EMENT BLABS 881-7 11411 T 30" GRANULAR FILL W /LATERAL DRAIN SYSTEM- RE: SOILS REPORT UNDISTURBED BITE SO1L.S- VERIFY IF OVER EXCAVATION REQUIREMENTS PER SOILS REPORT 0 > O c O O E- O U � n3 Oil -p ry 94- o o a 4 q m� Ln i! 4. ° 4 4 ° ° , 0 ROOF SYSTEM; 5/8" GYP. BOARD CEILING, I G" BCf @ 121, R -49 FACED BATT INSULATION, 5/8" PLYWOOD DECK W/ SLEEPERS, 5/ 8" PLYWOOD SHEATHING, BUILDING FELT, IUNDERLAYMENT MEMBRANE IN ACCORDANCE WITH IRC dendum 3 8905.2.7.1 AND SHAKE SHINGLES. i•A-r •' • � w iA !ir j r r !r •- .•1 "r i- � i FLOOR SYSTEM: 3/4" T *G SHEATHING, 9" 1 JOISTS @ I Of O.C. W/ 5/8" GYP. BOARD CEILING- NEW FLOORING SYSTEM BEYOND TO MATCH W/R 21 BATT INSULATION AT ALL ACCESSIBLE AND NEW LOCATIONS GARAGE }0Q r• ! i r - - -- d ` C7 ALPINE SNOW GUARDS- 2 PIPE SYSTEM FOR " SHINGLE STYLE ROOF z V PRE- FIN15hED METAL GUTTER AND DOWNSPOUT SYSTEM TO MATCH EXIST AT u �. r � ♦ w r WOOD FASCIA BOARDS -- TO MATCH EX15T PROFILES AT PRIMARY RESIDENCE - STAIN AND SEAL SOFFIT VENTS SOFFIT FRAMING - 2xG STUDS, 1/2" PLYWOOD SHEATHING, FELT, 3 COAT HARDCOAT STUCCO SYSTEM GYP. SOFFIT - PAINT 518" GYP, 2xG STUD, R-21 FACED BATT INSULATION, 1/2" PLYWOOD SHEATHING, FELT, 3 COAT HARDCOAT STUCCO SYSTEM T.Q. DECK LEVEL TWO 109' -8 5/8" • r ` ` r M ' � i ! ! r i • ` r • A • T.O. DECK ENTRY /POWDER ROOM 105" -2 1/411 WOOD ENTRANCE DOOR AND FRAME TO MATCH FX15T AT PRIMARY 8E51DENCE. z FLOOR DRAIN - RE:PLUMB 3 �_ 4" COLOR INTEGRAL CONC SLAB ON GRADE W /INTEGRAL SNOW MELT 5Y5TEM -- SLOPED 2X4 FURRED WALL PROVIDE R 19 FACED BATT INSULATION MIN., I " SPACE BETWEEN FOUNDATION AND WALL. 1 -1 /2" MIN. FLOAT SPACE AT BOTTOM OF WALL TYP. AT ALL EXTERIOR PERIMETER FOUNDATION WALLS UNLE55 OTHERWISE NOTED 5/8" GYP ON 2XPRE55URE TREATED FURRING THICKENED 5LAB- RE:5TRUCT d d S LL _ 1 _ 2" RIGID INSULATION BENEATH ALL SLABS --� I -- — —� I (WITh SNOW MELT SYSTEM- VERIFY REQUIREMENTS WITH SNOW MELT �1MANUFACTURED _ -2J-" TO 3 CONC SLAB (VARIES) AVER 3" METAL DECK ON W8x 10 BEAM5- APPLY GENERAL POLYMERS EPO -FLEX TRAFFIC EPDXY COATING TO WATERPROOF FLOOR- RE:3TRUCT p 4 � .III -= 1 I I =1 1 1 =I 1 i_CONTINUOU5 DAMP PROOFING AND DRAINAGE MAT ALL i5UBGR.ADE! FOUNDATION WALL CONDITIONS_ RE :501L5 BEPORTa 411112" IEXPANSION JOINT AT SLAB WALL CONNECTIONS - TYP rTl C a � c w r-i p P c L' a � r r o` JJ � F-+ U F c O P F, u � G v� 0 4 W w oG r s x c C u 91 r s x c a .:I x 0 RE:5TRUCT FOR COORDINATION OF BACK5FAN AND FRAMING FOR EXTENSION c x a WOOD FA5c o EX151 PRIMA I xT *G 50FFI 0 MATC1 2xG 5T PLYWOO w FELT, 3 CO 5TUCC ti TO MATCH RESIDENCE 3OARD5 TO :XIST- STAIN ) WALL, 1/211 5HFATHING, HARDCOAT SYSTEM ON 30TH SIDES ALIGN W/ SOFFIT BEYOND STUCCO WALL BEYOND - METAL GUARDRAIL SYSTEM- RF:3AG.0 (sim)- 3' HIGH MIN 5ET AT HIGH PT OF DECK a 4 Fz R ; o AG.O I I 1 /2" METAL DECK, GONG .-°, !1 c (sloped to drain)- STONE I , z SETTING SYSTEM #3 51M` RE: 2A5 t 5 " 22" GLU LAM BEI- x RE: 5TRUT f OVERHEAD WOOD GARAGE 4DOOR W /INTEGRAL PANELIZED MAN ACCESS DOOR- STAIN d us T.O. CONIC, WALL 1001-7 112" T. O.5'�LAB 1 0111 —t, /11 g 0, !�f— f��fff.�fff�fff Effr�aw c&NTINU0U5 -111 --11 I==1 DAMPROOFINGfE ID ___._ MA AT BIELOW °. GRADE�� f I CONDITIONS: — 1 .4 —I AM 1 � s � +r n -1a 0 ROOF SYSTEM: 5/8" GYP. BOARD CEILING, I G "`BQI @ 1 2" O.G., R -49 FACED BATT INSULATION, 5/8" PLYWOOD DECK W/ 2x SLEEPERS, 5/8" PLYWOOD SHEATHING, BUILDING FELT, ICE-_ UNDERLAYMENT MEMBRANE IN ACCORDANCE WITH IRC `addendum 3 8905.2.7.1 AND SHAKE SHINGLES. / ' 2xG HEADER TO ALIGN WITH WALL BELOW •fir w E: I NTERI OR5 FOR :i•A'r *RIFNTATION 2xG STUD WALL, 2' PLYWOOD SHEATHING, FELT, 3 COAT HARDCOAT STUCCO, R-21 FACED BATT INSULATION, GYP MASTER ALUMINUM CLAD WOOD FRENCH DOORS 5UITE 204 STEEL H55 BEAM- RE:5TRUCT 2X 10 FLOOR SYSTEM WIR 25 BATT INSULATION - RE: STRUCTURAL FLOOR BEAM RE: STRUCTURAL FLOOR SYSTEM: 3/4" TAG HFATHING,9' I JOISTS @ 1 G" O.C. W1 5/8" GYP. BOARD CEILING- INSULATE W/R -25 BATTS AT ALL ACCESSIBLE LOCATIONS FIREERATED HAP, OOF AS REQUI EXTERIOR REDWALL- 2z" TO 3 -L" GONG SLAB ON 3" METAL DECK ON W8x 10 BEAMS, G" STEEL STUDS CURFED AROUND BOTTOM FLANGE AT I G" OC FOR CEILING -COAT ENTIRE GARAGE FLOOR W/ GENERAL POLYMERS FPO -FLEX VEHICULAR TRAFFIC TOPPING (OR EQUAL) TO PROVIDE WATERPROOF SYSTEM- RE:5TRUCT FLOOR DRAIN, SLOPE CONC. FLOOR TO DRAIN AT CENTER OF SLAB RE: PLUMBING r T.O. CURB ik F i 101 ' —G1' 'i 1 DN 1 /8t1 PT SLOPE DN 1 /811 FT 100' -5 1121' r r w • � i • i it �. �� r � 1 r• •a r r � r� �r. •r is OPEN TO BEYOND T.O.CONC CURB IO1' -6" u T.O.STC SLOPE DN 1 /8 " /FT , loo' q � . ■ ,, a L. ...... J SLAB OVER VAPOR BARRIER, UNDER i DRAINAGE UNDER ALL BASEMENT SLABS 30" GRANULAR FILL W/LATERAL DRAIN r . REPORT MASTER BATH 20 2xG STUD WALL, W/ R-21 INSULATION W/ 5/8" GYP. BOARD ON INTERIOR * 5 /8" b PLYWOOD SHEATHING W/ 0 STUCCO SYSTEM ON EXTERIOR. 2x 12 OVER FRAMED FLOOR PLATFORM W/ �" T *G PLYWOOD SHEATHING - INSULATE CAVITY - COORDINATE OPENING FOR TUB W/INTERIOR5. ROOF RIDGE VENT SYSTEM STEEL BEAM AT ROOF ROOF SYSTEM: 5/8" GYP. BOARD CEILING, I G" BCI @ 12" O.C.,R -49 FACED BATT INSULATION, 5/8" PLYWOOD DECK W/ 2x SLEEPERS, 5/8" PLYWOOD SHEATHING, BUILDING FELT, ICE UNDFBLAYMENT MEMBRANE IN ACCORDANCE WITH IRC 8905.2.7.1 AND SHAKE SHINGLES TO MATCH FX15T SHINGLES ON PRIMARY RF51DFNCF addendum 3 AIA IN5UDTRIF5 SLOPED SKYLIGHT GLAZING SYSTEM - PROVIDE WOOD CURB, FLASH AND COUNTFRFLA5H W1 PRE - FINISHED METAL AND MEMBRANE. at locations within 3' of property line this wall to be I hour rated in accordance with IBC table 720 item# 1 5 -1 .3 i Z l addendum 3 NOTE: 5Y5TFP BASIS DRAW€ 1V1,7 !\.L. T : %-/ (I )- SCHEDULED GUAGED STONE PAVING. (2)2ULTRACOLOB" GROUT JOINT. (3)- "KERABOND + KERALA5TIC11 THIN SETTING BED. (4)- "MAPFLA5TIC" LIQUID APPLIED CRACK 150LATION/WATER PROOFING MEMBRANE. (5) -2" MIN. THICKNE55 MORTAR BED W1 HYDRONIC SNOW MELT SYSTEM- SLOPED TO DRAIN - 51TE MIX 3:1 DRY MA50NRY SAND AND PORTLAND CEMENT (TYPE I C 150) MIXED W1 MAPEI PLANICRETE AC. (G)- GALVANIZED I G GA. WELDED WIRE REINFORCING 2 "X2" OVERLAPED 2" AT SEAMS. (7)- PRIMARY WATFRPROFFING MEMBRANE - 45 MIL FPDM INSTALLED PER MFR. WRITTEN RECOMENDATION5. (8)- 5TRUCTURAL GONG. FLOOR SEE STRUCTURAL. E`7`v. STONE PAVING #3 2 SCALE: NOT TO SCALE J 1 ggk LEVEL TWO T.O.DECK 5 -118 "X24" GLU LAM- RF:5TRUCT (3) 1;-.x I I' BEAM RE: PARTIAL HEIGHT GONG WALL W /STUCCO STRUCTURAL FINISH BEYOND 12" x 1 1" PAINTED METAL RAIL BEYOND T.O. WALL GONG STEPS W /STONE RISERS AND TREADS 1031-411 kIrCHAMFER ON RISER, "" RADIUS AND " PATIO EXTERIOR AT OIOR NOSING, AND -L" SLOPE ON TREADS 103 1 GRADE 1031-3 314" 3 STONE PAVING SYSTEM #3 SEE 2/A5.3- 51M- NO SNOW MELT AG • I f (-- FLOOR DRAIN, SLOPE FLOOR _ TO DRAIN <ti f f f f T.O.STONE SLOPE DN I /8 "' /FT , 100 -8 3/4 q 4 GARAGE T.O.5LAB --WRAP PAVING SYSTEM DRAINAGE MEMBRANE DOWN WALL, OVERLAP COLD JOINT AND INSTALL TERMINATION BAR PER MFR f- RECOMYENDATION5 CONTINUOUS DAMP PROOFING AND DRAINAGE MAT AT ALL SUB GRADE CONDITIONS sk CRAWL SPACE T.O.FOOTING 95 I-Gil 2x4 STUD, 5" GYP, R 19 FACED BATT INSULATION, I " SPACE AT FOUNDATION WALL, 1- I /2" FLOAT SPACE AT BOTTOM OF WALL - -f —f f k IEGRESS WINDOW WELL FOUNDATION WALL BEYOND NEW FOUNDATION- RF:STRUCT :4i M d U �r `a � c � r H r w rT1 0. G a. U H 4 w 0 r • M • CI COO t1 !"1 �^i 32" STONE WALL CAP SET IN lI' MORTAR BED (2r]ii� 2211 GROUT CAVITY i V OTf— _ VENEER a STEM WALL - 5 AT SITE WALLS d e. l� RE:STRUCT 50LI D d H Q B. ANCHOR STONE MASONRY TO UNIT MASONRY W1 18 GA. X I If VENEER ANCHORS a Q C3 0 0. :a _m b- WALL h r 7 CORRUGATED METAL VENEER ANCHORS UNLESS OTHERWISE INCIDICATED. FASTEN ANCHORS n THROUGH SHEATHING TO FRAMING WITH TWO SCREWS. SET IN FULL 0 1' SCALE: 1 1/2" = 1' -0" GALVANIZED c w SEALANT W/ BACKER ROD INTERVALS NOT EXCEEDING 1211 . INSTALLED PER TCA EJ 171 © CORRUGATED PREFINI5HED FLASHING PROVIDE A I " MIN. CAVITY BETWEEN ANCHORED STONE VENEER AND WALL UNLE55 OTHERWISE - SCHEDULED METAL VENEER -- W/ EXTENSION 5Y5TEM RE: 3/A5.4 f . STONE ANCHORS PRESSURE I REATED vo I '" max Step O.C. E.W, BLOCKING at thr shold per IRC R31 I °I 811 CONC GROUT CAVITY i V OTf— _ VENEER a STEM WALL - 5 AT SITE WALLS d e. l� RE:STRUCT 50LI D d H Q B. ANCHOR STONE MASONRY TO UNIT MASONRY W1 18 GA. X I If VENEER ANCHORS a Q C3 0 0. :a S 1 {ENE WALL h r 7 CORRUGATED METAL VENEER ANCHORS UNLESS OTHERWISE INCIDICATED. FASTEN ANCHORS 44 THROUGH SHEATHING TO FRAMING WITH TWO SCREWS. SET IN FULL 0 1' SCALE: 1 1/2" = 1' -0" EXPANSION JOINT, c w SEALANT W/ BACKER ROD INTERVALS NOT EXCEEDING 1211 . INSTALLED PER TCA EJ 171 PREFINI5HED FLASHING PROVIDE A I " MIN. CAVITY BETWEEN ANCHORED STONE VENEER AND WALL UNLE55 OTHERWISE - ADJUSTABLE THRESHOLD EXTERIOR STONE PAVING -- W/ EXTENSION 5Y5TEM RE: 3/A5.4 #4@ 1211 PRESSURE I REATED goat to maintain I '" max Step O.C. E.W, BLOCKING at thr shold per IRC R31 I °I HYDORNIC SNOW MELT { #4 N05E SYSTEM SEE 5TRUCT. I a d BAR TYP. FOR ADDITIONAL DETIAIL5 E a adden Lint 3 FOUNDATION SEE 5TRUCT. E "'I'ER:IOR STEPS 0 1` SCALE: 1 112" = 1' —Ofl 5 2 4 c P Of CONC. ~aINTO SLAB DOWELED 2 4 a ° ° 4 PRES URE F p UNDATION WALL -, TREATED RIM RE:5TRUCT. J015T - °2x FURRING W/ !" RIDGID ° ° 5TRUCT. RE: - INSULATION," GYP ° 2x4 FURRING ° ' W/ GYP. MEMBRANE FLASHING - ° Iz RUN CONTINUOUSLY CONCRETE UNDER TILE, UP AND ° I FOUNDATION B H UNDER THRESHOLD WALL - _ TT T HRESHO_1__. RE:STRUCT. a 5 0 1` SCALE: 1 112" = 1' -0" N TYP. SEALANT COMPRE5518LF JOINT W/ BACKER ROD INSTALLED PER TCA DETAIL EJ 171 AT ALL CHANGES OF PLANE 3" r EXTERIOR STONE 5T I PAVING SYSTEM RE: i V OTf— _ VENEER a 1. INSTALLATION OP ANCHORED STONE MASONRY: JRE TREATED l� A. ANCHOR STONE MASONRY TO CAST IN PLACE CONCRETE W/ I C GA. X I " CORRUGATED METAL DOVETAIL TIES IN 20 GA. DOVETAIL CHANNEL SLOT. SECURE ANCHORS BY INSERTING H DOVETAIL ENDS INTO DOVETAIL SLOTS IN CONCRETE. B. ANCHOR STONE MASONRY TO UNIT MASONRY W1 18 GA. X I If VENEER ANCHORS a Q C3 0 Q GROUTED CELLS AT LEAST ONE -HALF OF UNIT MA50NKYTHICKNESS. h r )NE WALL CAP CORRUGATED METAL VENEER ANCHORS UNLESS OTHERWISE INCIDICATED. FASTEN ANCHORS 44 THROUGH SHEATHING TO FRAMING WITH TWO SCREWS. SET IN FULL MORTAR BED SPACE ANCHORS TO PROVIDE NOT LESS THAN I ANCHOR PER 2 5Q. F1". OF WALL AREA. c INTERVALS NOT EXCEEDING 1211 . TONE VENEER PROVIDE A I " MIN. CAVITY BETWEEN ANCHORED STONE VENEER AND WALL UNLE55 OTHERWISE - INDICATED. PLACE WEEP HOLES AND VENTS IN JOINTS WHERE MOISTURE MAY ACCUMULATE, SEE 5TRUCT. -- #4@ 1211 O.C. E.W, CONC. STEPS SLAB W/ 12 HYDORNIC SNOW MELT { #4 N05E SYSTEM SEE 5TRUCT. I a d BAR TYP. FOR ADDITIONAL DETIAIL5 E FOUNDATION SEE 5TRUCT. E "'I'ER:IOR STEPS 0 1` SCALE: 1 112" = 1' —Ofl "MAPELA5TIC" LIQUID APPLIED CRACK 15OLATION/WATER PROOFING MEMBRANE EXTERIOR CONC, SLAB WITH HYDRONIC SNOW MELT SYSTEM --1 "KERA80ND + KERALA5TIC" MORTAR BED "ULTRACOLOR" GROUT JOINT (� GAUGED STONE PAVING °� a < F z d d G F ADDITIONAL LAYER OF MEMBRANE, WATERFALL CONTINUOUSLY DOWN STEPS AND UNDER TILE AT LOCATIONS WHERE SLAB 15 SUSPENDED OVER OCCUPIED SPACE (STORAGE 008). NOTE: USE SINGLE SOURCE PRODUCT INSTALLATION SYSTEM, INSTALL PER MFR. WRITTEN RECOMMENDATIONS - BASIS OF DE51GN MAPEI DETAIL CA2EGG. JfA�` 3 XT STONE PAVING #1 i 0 1` SCALE: 1 112" _ P-0" I "" x I "' 5CHE1 40 STEEL HAN AND WALL BRACKET- MOI RAIL AT 3411 AF CAULK JT. AT STONE- PAINT GALVANIZED CORRIGATED k VENEER ANCH( GROUT 50LID 2'-211," NOMINAL, both dhrections IM , Mal Y COL SCALE: 1 1/2" = I' -01' °] d 71— 17 i i8 41 -511 i.. R-10- • M M.0 RD . 50FFIT - 3 COAT HARDCOAT STUCCO SYSTEM ON 5/811 SHEATHING ON 2X4 FRAMING GxG PRESSURE TREATED POST - RE: 5TRUCT 2 � ii � • i A "r • it • � A A •1 /_ ,CE, 2x4 STUD, )D SHEATHING, i V OTf— _ VENEER 1. INSTALLATION OP ANCHORED STONE MASONRY: JRE TREATED A. ANCHOR STONE MASONRY TO CAST IN PLACE CONCRETE W/ I C GA. X I " CORRUGATED METAL DOVETAIL TIES IN 20 GA. DOVETAIL CHANNEL SLOT. SECURE ANCHORS BY INSERTING H DOVETAIL ENDS INTO DOVETAIL SLOTS IN CONCRETE. B. ANCHOR STONE MASONRY TO UNIT MASONRY W1 18 GA. X I If VENEER ANCHORS UNLESS OTHERWISE INDICATED. EMBED ANCHORS IN UNIT MASONRY MORTAR JOINTS OR GROUTED CELLS AT LEAST ONE -HALF OF UNIT MA50NKYTHICKNESS. C. ANCHOR STONE MASONRY TO STUD FRAMING W1 16 GA X I " GALVANIZED )NE WALL CAP CORRUGATED METAL VENEER ANCHORS UNLESS OTHERWISE INCIDICATED. FASTEN ANCHORS 44 THROUGH SHEATHING TO FRAMING WITH TWO SCREWS. SET IN FULL MORTAR BED SPACE ANCHORS TO PROVIDE NOT LESS THAN I ANCHOR PER 2 5Q. F1". OF WALL AREA. INSTALL ADDITIONAL ANCHORS WITHIN 12" OF OPENINGS, SEALANT JOINTS, AND PERIMETER AT INTERVALS NOT EXCEEDING 1211 . TONE VENEER PROVIDE A I " MIN. CAVITY BETWEEN ANCHORED STONE VENEER AND WALL UNLE55 OTHERWISE ,IC. SITE WALL INDICATED. PLACE WEEP HOLES AND VENTS IN JOINTS WHERE MOISTURE MAY ACCUMULATE, SEE 5TRUCT. INCLUDING AT BASE Of CAVITY WALLS, ABOVE SHELF ANGLES, AND AT FLASHING. 2XG T*•G DECKING - STAIN AND SEAL — �— SHAKE SHINGLES ON 5/8" SHEATHING ON 2X4 SLEEPERS W/ 2X2 MATCH EXISTING FASCIA AT EDGE - PREFINI5HED METAL DRIP EDGE, FLASHING AND DETAIL AT NEW WORK COUNTERFLA5HING - DECORATIVE NON - FUNCTIONAL TO MATCH Gx 14 FIR RIDGE BEAM - EXISTING RIDGE VENT STAIN AND SEAL -- SHAKE SHINGLES TO MATCH (E) ON GX 14 FiR RIDGE BEAM BUILDING FELT ON 2XG TtG FIR EXP05ED - STAIN AND DECK ON EXPOSED TIMBER FRAMING HARDCOAT STUCCO SYSTEM SEAL - 4X 12 FIR RAFTERS EXP05ED 4X 12 FIR RAFTER EXPOSED - - STAIN AND SEAL STAIN AND 5EAL — — G ALPINE SNOW GUARD GABLE 50FPIT SYSTEM TYP, 5" PRE - FINISHED 22, LINE OF BEAM GUTTER BEYOND — -m STONE WALL CAP STUCCO 50FFIT — i r - STONE COLUMN BEYOND J LINE OFLL- STEEL COLUMN \ — Gx 14 PI R BEAM - a.4 RE:STRUCT/__- T.O. CONC. WALL 108' -211 T.O. CONC. WALL 2xG STUD WALL L d LOFT 300 GI_ I It 1 0 3/4" SHEATHING, 9 -L" I I I I I FLOOR JOISTS, 5/81 GYP I ! I I I I I { Q e ( ii� EQ Tj 1-" I 51 -0511 1 � .✓ VJ �1 - 1E ' - E 1j"i- METAL HANDRAIL- I I PAINT- MOUNT @ 34" ry -- E • '� ABOVE NOSE OF TREAD Jt— - {_ STONE WALL CAP ° i ° 1 4 WALL HANDRAIL BRACKET- PAINT ° a T.O. GONG. WALL �{ 5 TREADS @ I I o STONE VENEER 1 05' -2" _ ~ 9 <° I = _ - O O D p.. 4i STONE TILES OVER CONC SLAB W MELT- 2" RIGID ° W /NTEGRAL 5N0 D 0 4 T.O. STONE a , IN5UL UNDER SLAB PER MANUF e ° a_4 a o o o _ � 1 051 -011 REQ'5. Q a ° I J e � I STONE VENEER to 0 ° — T.O.STONE PAVING f { d Q CONC FOUNDATION — { —III— { I 102' -01i �, °, ti a Ao fl I AND FOOTER- =1 — — I a I RE:STRUCT � '� ' .� � — a 'aa I� —� =� ={ I _I � A `° ° 1 —I { ___ Of CMU- COORDINATE HT. OF LEDGE IN FIELD TO BE BELOW FINISH GRADE- RE:STRUCT T.O.STONE T.O.STONE i _= { {= I =� g �° , °� f { =1 SITE AMENDED 5oIL5- RE:501L5 ' I-- REPORT I- o � 1==1 Of CMU- RE:5TRUCTI ' �� �° I _ _ I �! — a — - T.Ci.FOOTER I � a R °T 95 i_Gil I__ =-.1 I I; T.O. FOOTER F=,,,' i p —; I —I I ! ; �-i 4 _ _ + =1� 1 =� = - ( -1 + =1� FAH- <: x.151 —/'Ii c.o �_ I_ e(°-°-"—F \\'D CJ .p° A •ad °Q- .I I_ -____1 E ____._� ____.. _ FOUNDATIONS- -! _ CONTINUOUS ° I I I____.I I C —f _ I III— • I 1 �E , � � I I I i I I 1 E � _ RE :5TRUCT — O — f AND DRAINAGE — 11==1 I UNDISTURBED I - j� { 1 -MAT AT BELOW I I I i i t i f l I l l 1 I I I 1 I I I 51TE SOILS I 1- =1 GRADE _= 1 COND11101\15 — 8' -7 °' FOUNDATION PERIMETER DRAIN SET IN GRAVEL BED WITH GO MIL MEMBRANE WRAPPED UNDER DRAIN AND UP AND OVER TOP OF FOOTING 24" UP WALL MIN.- TYP ENTIRE PERIMETER- RE:501L5 REPORT STALL SECTION — BALL SECTION 1 T��� 46.6 4 __ -- 01 21 3' 4' SCALE: 112" = 1'-0" —_ 01 21 31 4' SCALE: 112" = 1'-0' d _______.__ ..._._.___ I_ _..._.._ ®_ ®___.1 i • A !!: a -- 2xG STUD WALL, 3 COAT HARDCOAT �5 STUCCO SYSTEM, FELT, 'I' PLYWOOD o SHEATHING, R-21 FACED BATT o INSULATION, X11 GYP A ENTRY 2 200 EI b STONE TILE W1 SNOW MELT SYSTEM - i RE:3A5.4 5 A5.4 3/4" SHEATHING 9141 1 FLOOR JOISTS, 5/8" ' GYP I • um x e r x� c r r �Iwr/ w x ci p V f V � � u w a 0 U P" L I® OWN —.410 Cr3 '-I Q z r� A H � u 44 C/3 Cr3 '-I Q z r� A NOTE: USE SINGLE SOURCE PRODUCT INSTALLATION SYSTEM, INSTALL PER MFR. WRITTEN RECOMMENDATIONS - BA515 OF DE51GN MAPEI DETAIL CA2EG4. (7) (5) (2) (8) --� i (G) —, \ (3) —� 1 p .t DRAWING KEY: (D) (I 0) (0- 5CHEDULED GAUGED STONE PAVING. (2)2ULTRACOLOR" GROUT JOINT. (3)_ "KERABOND + KERALA5TIC" MORTAR SETTING BED. (4)- "MAPELA5TIC" LIQUID APPLIED CRACK I50LATION/WATER PROOFING MEMBRANE. (5) -2" MIN. THICKNE55 MORTAR BED W/ HYDRONIC SNOW MELT SYSTEM - 51TEMIX 3:1 DRY MASONRY SAND AND PORTLAND CEMENT (TYPE I C ! 50) MIXED W/ MAPEI PLANICRETE AC. (G)- GALVANIZED I G GA. WELDED WIRE REINFORCING 2 "1 OVERLAPED 2" AT SEAMS. (7)- DRAINAGE LAYER - SCHLUTER TROBA MAT OR EQUAL. (8)- PRIMARY WATERPROFFING MEMBRANE - 45 MIL EPDM INSTALLED PER MFR. WRITTEN RECOMENDATION5. (9)- 5LOPING MORTAR SCREED 3/4" MIN. THICKNESS. SLOPE AT 1/4" PER FOOT MIN. (10) -3/4" TAG SHEATHING GLUED AND 5CREWED TO FRAMING (SEE 5TRUCT). i 5 EXT. STONE PAVING #2 - - - - -- 5CALE: NOT TO SCALE RIDGE VENT AND WOOD FASCIA TO MATCH EX15T PROFILES @ PRIMARY RESIDENCE- PAINT 2xG STUD WALL, 7/8" 3 COAT HARDCOAT STUCCO, FELT, 1/211 PLYWOOD SHEATHING, R -21 FACED GATT INSULATION, 5/8" GYP 3a SIM. J STONE PAVING DECK SYSTEM #2 SEE 5A5.5 STONE PAVING DECK SYSTEM #2 SEE 5/A5.5 -r immmmmmmmmmmmmmll t9 0 W/ LEVEL 2 FLOQF METAL RAILING- / LEVEL TWO T.O.DECK UNDER ENTIRE BASEMENT SLAB PAINT - PT4 DRAINS UNDER 5LA5- RE:501L5 LOFT T.O.DECK T.O. 5LAB 1 18' -G 3/4" j;;2 B.O. FRAMING 4k SCHLUTER BARIN GUTTER SYSTEM (OR 1 18 " -a 1 /2" 3 EQUAL) AT ENTIRE AG.0 PERIMETER OF UPPER BALCONY K EXTERIOR D1� NING� DECK METAL RAILING - PAINT - PT4 STONE PAVING DECK SYSTEM #2 SEE 5/A5.5 -r immmmmmmmmmmmmmll t9 0 W/ LEVEL 2 FLOQF m ALIGN Ln FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL RE:INTERIOR5 FOR BOARD ORIENTATION LANDING FF 19' -G 3/4" 5,5' " x 15" GLB - RE:5T1RUCT. EXPOSE @ OPENING5 BEYOND AND WRAP W/ FIN15H WOOD TO MATCH KITCHEN 212 addendum 3 ALIGN W /DOOR 2 13 H EAD� ALUM CLAD WOOD WINDOW T.O. DECK LEVEL TWO 1091-8 5/8° 91" 1 J O 15T 1 1 7/8" TJI'5, W 12x22 OTHER DIRECTION, 3/4" PLYWOOD DECK, R -49 FACED BATT INSULATION, 5/8" ALUM CLAD WOOD GYP WINDOW BATH I 110 2X I 0 @ ! G Q.C. FRAMED WALL =acv U —=acv a " rr� I LEVEL TWO T.O.DECK UNDER ENTIRE BASEMENT SLAB c� DRAINS UNDER 5LA5- RE:501L5 REPORT 1 T.O. 5LAB 88" -1 1 1 /4" , 1/2" EXPANSION JT 1091-8 5/8" T o _ 2xG STUD WALL, 7/8" a CONC. SLAB STUCCO, FELT, 1/2" PLYWOOD W /EPDXY COATING SHEATHING, R-21 FACED ON 3" METAL DECK BATT INSULATION, 5/8" GYP �► 0001I x FOUNDATION ON W8x 10 BEAMS •-- `"�"" WALL RE: RE: STRUCTURAL DIRECT VENT FIREPLACE FLUE- -- STRUCTURAL INSTALL WITH MINIMUM CLEARANCES PER COAT ENTIRE GARAGE 4. POCKET BEAM MANUFACTURERS FLOOR W/ GENERAL SEAT RE: ° IN5TRUCTIONS POLYMERS FPO -FLEX VEHICULAR TRAFFIC STRUCTURAL STEP FOUNDATION WALL AT GARAGE 2 TOPPING (OR EQUAL) TO I FINISH GRADE MAINTAIN 8" 1 14 PROVIDE WATERPROOF MIN FROM FIN15H GRADE TO SYSTEM T.O.W FLOOR DRAIN, SLOPE q CONC. FLOOR TO A5.5 DRAIN AT CENTER OF G Q _.. 5LAB- 2 "" MIN CONC 5/8" GYP. BD. @ —_� - v —�� �— I RE: STRUCT AND j CEILING AND WALLS in PLUMBING v A g '�RAG LAB -- SLOPE SLOPE 8 GARAGE T.0.5LAB �= I — — � ",,,111 aa V a 1 ° SCALE: I 1/2" = 1'-0" _ CONC. SLAB ON _ 21" TO 32" (VAiRES) tWbx 3" MTL � I CONC 5LAB OVER � �„ 2xG STUD, GYP, R -2 I ! 0 8 MS ROE: �( �i < ` G" METAL STUDS AT I G" DECK- SLOPED TO 8 FACED BATTS, 2" PLYWOOD, ® STRUCTURAL— - -I ECONTIINUOUS OC- CURF AT BEAMS SO < DRAIN- APPLY EPO -FLEX FELT, 3 COAT HARD COAT _ _ _ _= i j I GYP RUNS TIGHT PAST ° TRAFFIC EPDXY STUCCO = DAMPROOFING _I - — i BOTTOM OF BEAM COATING CONT UP 2 T.O. WALL —AND DRAINAGE f— __- CONC CURB TO FACE d Q I aa-7 1 2 ' /" AT BELOW OF GYP Of � T.0.5LAB GRADE � � MEDIA 3 ° CONDITIONS I �_ I/2"_-_=:j H SLOPE DIN o t� (races 1 /811 / FT Q d 4 �� CONC SLAB Q a A d W /INTEGRAL �' FOUNDATION RE:I d SNOW MELT STRUCTURAL a SYSTEM a ( 2 RIGID INSULATION L-1-1-1 UNDER SNOW MELT SLABS 1 E != v � � — � 4 a — III —` I I I —I III III --4 m ALIGN Ln FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL RE:INTERIOR5 FOR BOARD ORIENTATION LANDING FF 19' -G 3/4" 5,5' " x 15" GLB - RE:5T1RUCT. EXPOSE @ OPENING5 BEYOND AND WRAP W/ FIN15H WOOD TO MATCH KITCHEN 212 addendum 3 ALIGN W /DOOR 2 13 H EAD� ALUM CLAD WOOD WINDOW T.O. DECK LEVEL TWO 1091-8 5/8° 91" 1 J O 15T 1 1 7/8" TJI'5, W 12x22 OTHER DIRECTION, 3/4" PLYWOOD DECK, R -49 FACED BATT INSULATION, 5/8" ALUM CLAD WOOD GYP WINDOW BATH I 110 2X I 0 @ ! G Q.C. FRAMED WALL =acv U —=acv a " rr� I 9L " IJ015T -f CONTINUOUS DAMPROOFING AND DRAINAGE MAT AT BELOW GRADE CONDITIONS MEDIA 2 aaa = I —� ► —� I I ---- -- dQ NEW FOUNDATION RE: STRUCTURAL 2xG STUD WALL, 7/8" STUCCO, FELT, 1/2" PLYWOOD SHEATHING, R-21 FACED BATT INSULATION, 5/8" GYP KITCHEN 212 FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 FOR BOARD ORIENTATION BUILT IN WOOD BENCH- RE:INTERIOR5 T.O. DECK LEVEL TW( 1091-8 5/81" 92" 1 015T FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 2x 10 STUD WALL, 7/8" STUCCO, FELT, 1/2" PLYWOOD SHEATHING, R-21 FACED BATT INSULATION, 5/8" GYP FIN15H WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 m � 2x4 STUD WALL, CERAMIC TILE, 1/211 CEMENT BD ONE 51DE 1/2" EXPANSION JOINT TYP. d 1 T.O. DECK LEVEL ON! 4" CONC. SLAB G MIL POLY VAPOR BARRIER TYP. UNDER ENTIRE BASEMENT SLAB c� DRAINS UNDER 5LA5- RE:501L5 REPORT 1 T.O. 5LAB 88" -1 1 1 /4" , 9L " IJ015T -f CONTINUOUS DAMPROOFING AND DRAINAGE MAT AT BELOW GRADE CONDITIONS MEDIA 2 aaa = I —� ► —� I I ---- -- dQ NEW FOUNDATION RE: STRUCTURAL 2xG STUD WALL, 7/8" STUCCO, FELT, 1/2" PLYWOOD SHEATHING, R-21 FACED BATT INSULATION, 5/8" GYP KITCHEN 212 FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 FOR BOARD ORIENTATION BUILT IN WOOD BENCH- RE:INTERIOR5 T.O. DECK LEVEL TW( 1091-8 5/81" 92" 1 015T FINISH WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 2x 10 STUD WALL, 7/8" STUCCO, FELT, 1/2" PLYWOOD SHEATHING, R-21 FACED BATT INSULATION, 5/8" GYP FIN15H WOOD PLANKS AND TRIM OVER GYP - TYPICAL - RE:INTERIOR5 m � 2x4 STUD WALL, CERAMIC TILE, 1/211 CEMENT BD ONE 51DE 1/2" EXPANSION JOINT TYP. d 1 T.O. DECK LEVEL ON! 4" CONC. SLAB G MIL POLY VAPOR BARRIER TYP. UNDER ENTIRE BASEMENT SLAB 30" GRANULAR FILL w /LATERAL DRAINS UNDER 5LA5- RE:501L5 REPORT 1 T.O. 5LAB 88" -1 1 1 /4" , OWALL w 5 N� o; 0; F .yV o t !—•I 0 u � � t 4 � F F o I x: 0 • • w 3 i i FREf IN15HED GUTTER AND DOWNSPOUT WOOD FASCIA BOARD, PROF ILE TO MATCH EX15T AT PRIMARY AND SEAL • c :z C7 a 4 v 2xG STUD WALL TO REMAIN T.O. DECK LEVEL TWC 109' -8 5/8" (N.T.5.) aaddcnclum 3 Y SNAKE SHINGLES (TO MATCH EXISTING) ON BUILDING FELT ON 5/8" SHEATHING ON 2X 10 SLEEPERS (FILL CAVITY W/ POLYISO RIGID INSULATION R -49) ON 2XG T *G FIR DECK ON 4x8 TIMBER TRUSS- PROVIDE ICE UNDERLAYMENT MEMBRANE IN ACCORDANCE WITH I RC P,905.2.7.1 -RE: 5TRUCT 4x8 HEAVY TIMBER C FillffilA: WRI . GALVANIZED VALLEY FLASHING * DRIP EDGE I Gx I G TRANSFER BEAM BOTH SIDES OF DORMER G RE:STRUCT N TRUSS CHORDS B.O. TRU55 1251-8 1/8" I G" TJI ROOF FRAMING � !, � r r r ♦ � r I � . SM '\ 0 1\ , CHORD W /FIN15H WOOD- RE:INTERIORS FOR BOARD n �- ORIENTATION II II , II DECORATIVE WOOD GUARDRAIL SYSTEM- RE:A7. 1 AND II II I) INTERIORS FOR PICKETS I I I I ii II II II II II I! II IC T.O. DECK LOFT 118' -G 3/4" 8x8 HEAVY TIMBER BEAM- STAIN - RE:5TRUCT 8x 14 HEAVY TIMBER BEAM- 5TAIN- RE:5TRUCT KITCHEN 212 21 0' 2' 31 SHAKE SHINGLES ON 5/8" SHEATHING ON 2X4 5LEEPER5 W/ 2X2 AT EDGE - PREFINI5HED METAL DRIP EDGE, FLASHING AND COUNTERFLA51-IING - FUNCTIONAL VENT TO MATCH EXISTING 1) ad dend um 3 IGLU UNII L U1171— 5" PREFIN15HED SEAMLESS GUTTER AND DOWNSPOUT MATCH EXISTING FASCIA AT NEW,WORK 3 COAT HARDCOAT STUCCO SYSTEM W/ J -MOLD AT BOTTOM EDGE, HOLD STUCCO 4" ABOVE DECK AND FLASH CONTINUOUSLY ALONG RAKE RAKE WALL FRAMING 2XG @ I G " O.C., R -21 BATT INSULATION BEAM - RE:5TRUCTURAL F ■ L olmmulma 4' 5CALE: 1/2" = 1'-0" T.O. PLATE 1,251-2 3/41" LOFT T.O.DECK 118' -G 3/4" rl'*-JrLHROOM DORMER I ! ! a �a 4 c� a. 4 c.a W H x -- o of w x N v w U x c x a 0 a w �Tt x Mo • ti3 � o O � tfa Q 0 • ti3 � o O PM PM i °acv NZ w CLEAVAGE MEMBRANE a U 0 2" MIN SITE MIX MORTAR U-. J1 +- > w z - _z a- L�l SLOPED TO DRAIN - O (n O Lu `o -r 5/8" GYP CEILING z 0 ti _z t.+ Ell m� VIF TH15 DOES NOT EXCEED 4 "- ADD ANOTHER H55 I X ALONG BOTTOM IF I REQUIRED U-1 I J z G a w • 1 r , w SCHLUTER BABA -RAM EDGING PROFILE - TRIM TO FIT AT BASE PLATE AS NECESSARY PROVIDE (4) 1/2" LAGS AT 3 /8 "XG "XG" BASE PLATE WI MIN 4" PENETRATION INTO FRAMING, PROVIDE BLOCKING AS NE55ARY FOR ATTACHMENT- RE:5TRUCT 4X I G FIR HEAVY TIMBER TRIM BOARD- STAIN AND SEAL RIM BOARD/HEADER SEE STRUCTURAL METAL DRIP FLASHING METAL J- MOLDING 3 COAT HARDCOAT STUCCO SYSTEM 51" 2 PREFINISHED METAL FLASHING W /45MIL EPDM WRAPPED UNDER TILE UP AND UNDER SILL CONTINUOUSLY - CAULK AND SEAL JT AT TILE 2xG WOOD CAP W/" CHAMFER EDGES- STAIN, SEAL- FA5TEN WITH COUNTER SUNK PLATE AND 5CREW5 FROM BELOW H55 1 x4- PAINT PT4 T.O.5T.ONE 3 109' -7 5/8" H SS 12 x 12 -PAINT PT4 EXTERIOR STONE 5T I PAVING SYSTEM #3- RE:2A5.3 AND 4AG.0 FOR CONTINUATION H55 1 x4- FAINT PT4 2" CONC- RE:5TRUCT 1"' METAL DECK- RE:5TRUCT BLOCKING TO ALIGN GYP CEILING WITH FLOOR FRAMING BEYOND HS5 I x4- PAINT PT4 H55 I x4- PAINT PT4 luH55 I x4- PAINT PT4 PREFINI5HED METAL ESCUTCHEON LAP SEALANT 3 SEALANT 4 % EPDM BOOT FLASHING rA4 / SLO E DIN.- RE:A2.2 er.:.: .�� k d n � ' ' • - � * 4 - - B �x.L NY DETAIL Q G" 5CALE: 3" = P -0" 5/8" GYP CEILING 5 ,LOPIf DN. 1/471T EXTERIOR STONE 5T I PAVING SYSTEM #3- RE:2A5.3 T.O.5TONE 109' -G 1 /8" 11551 2 "x 12 GUARDRAIL P05T BEYOND WELDED TO ANGLE- RE:3AG.0 FOR FLASHING- RE:5TRUCT L4xG WITH SHORT LEG UP TO CONCEAL EDGE OF CONCRETE SLAB AND TOPPING SLAB- PAINT PT 4- RE:5TRUCT 2" CONC 5LAB- RE:STRUCT PREFINI5HED METAL DRIP EDGE TRIM 1 1/2" METAL DECK- RE:5TRUCT 3 COAT HARDCOAT STUCCO SYSTEM PLYWOOD SHEATHING AND BUILDING FELT PRESSURE TREATED BLOCKING BELOW SILL EXTENSION 3/4" PLYWOOD DECK T.O.DECK LEVEL TWO 109' -8 5/8" , w w � M •�r► r 1 .1 r. r��r flo L4x7 WELDED TO BEAM - LONG LEG UP- RE:5TRUCT PREFINI5HED METAL DRIP EDGE TRIM - - - - -- T BED 204 BALCONY DETAIL Q G" 5CALE: 3" = 1' -0" 2" MIN CONCRETE W/WIRE REINFORCING AND INTEGRAL HYDRONIC SNOW MELT WRAP PRIMARY DRAINAGE MEMBRANE UP WALL 12" MIN. SCHLUTER I 3 COAT HARDCOAT STUCCO SYSTEM HOT APPLIED RUBBERIZED SCHLUTER- KERDI BAND SEAMING ASPHALT- MIN 45 MIL5- AM TAPE FLASHED OVER CRAG HYDROTEC K 15OLATI ON/WATERPROOFI N G MEMBRANE STUCCO METAL J- MOLDING PREFINI5HED COUNTERFLA5HING EXT. STONE 5LOPE DIN.- RE:A2.2 { 3/4" MIN MORTAR 5CREED- PAVING SYSTEM �-- SLOPED TO DRAIN- RE :A2.2 #2 RE: 5/A5.5 SEALANT AND BACKER ROD 2" MIN CONC W/WIRE EDGE INSULATION STRIP 1 1 7/8" TJI FLOOR JOISTS- RE:5TRUCT I x8 *G CEDAR 50FFIT BOARDS - STAIN, SEAL 3/4" PREFORMED METAL REVEAL } G 3/4 "x 12 GLU LAM BEAM BEYOND - STAIN, 5EAL- RE:5TRUCT RE: A2.2 FOR CONTROL POINT5 TO 5ET TOP OF STONE ELEVATIONS BALCONY DETAIL ___ - ---� 0 G" SCALE: 3" = P-0" 5 ,LOPE DN. 1/47 THIN SET KERALA5TIC WITH KERABOND A MAPELA5TIC CRACK - -. I 150LATION °4 d WATERPROOFING / 4 MEMBRANE 0 o Q fl C 107-0" CD U 1� / �z O w s l d CLEAVAGE MEMBRANE ° U c 2" MIN SITE MIX MORTAR SETTING BED WIINTEGRAL SNOW MELT TUBING - SLOPED TO DRAIN - RE.A2.2 ° O 5/8" GYP CEILING z 0 ti FURRING TO ALIGN CEIING OF GARAGE WITH FL 5/8" GYP w 0 a 0 GARAGE DOOR FRAME BEYOND a a 0 r + a BALCONY DEI'.AIL 3" = 1 ' -0" 5CH LUTE R-BARA-RK PROFILE T SHAPED FINI5HING 5CH LUTE R -BABA -RAM BALCONY ` EDGING PROFILE W /DRIPLINE _JI JOIST5- RE:STRUCT w • 1 r MOM r 0 .SPACE c )TU D5 WOOD SHEATHING W /BLDG FELT 0 ONE 5T3 VENEER W /METAL TIES- ` 5.4 r-r W W r, H� x r x; o= o� h—I c F c.s ` z � z c� f W G P 0 �1W N (n p�c No O 0 ° U c in �1W N (n p�c No O 0 R ALUMINUM CLAD WOOD FRENCH DOOR- OUT5WINGING 3/4" PLYWOOD SHEATHING PRESSURE TREATED BLOCKING BELOW SILL EXTENSION v PREFINI5HED METAL FLASHING W /45MIL EPDM WRAPPED UNDER TILE UP AND UNDER SILL CONTINUOUSLY- CAULK AND SEAL JT AT TILE � f 1 19' -G 3/411" T.0.5TONE 119' -4" STONE PAVING SYSTEM #2- RE:5A5.5 AND 3AG.0 3" PLYWOOD SHEATHING AND BUILDING FELT 9'" 1 FLOOR JOISTS W /R -49 FACED BATT INSULATION- RE:5TRUCT " GYP FINISH WOOD PLANKS- RE:INTERIOR5 FOR BOARD ORIENTATIONS ALPINE 2 PIPE SNOW GUARD SYSTEM -BRA55 W /5TAINLE55 BASE PLATE, DARK BRONZE KYNAR 500 f END CAPS, END COLLARS, EXTERNAL CO WOOD SHAKE SHINGLES TO MATCH EX15T SHINGLES ON PRIMARY RESIDENCE s 5/8" PLYWOOD SHEATHING W /BUILDING FELT 2x SLEEPERS 50LID BLOCKING AT PERIMETER PREFINI5HED EDGE FLASHING EXTENDED DOWN I N51 DE GUTTER 5" PREFINI5HED METAL GUTTER AND DOWNSPOUT SYSTEM TO MATCH EX15T AT PRIMARY RE5IDENCE a 2x 12 FASCIA BOARD TO MATCH EXIST AT PRIMARY RESIDENCE- STAIN AND SEAL a " STONE PAVING SYSTEM #3- �E:2A53 SIM, NO SNOW MELT a a Q q 3" METAL DECK -- RE:5TRUCT a u METAL STUDS W /I- 19 FACED 5 BATT IN5UL- RE:5TRUCT 0 F a AIR SPACE z 2x4 STUD WALL W/R 19 FACED BATT INSULATION, 5/8" GYP TO ALIGN WITH WALL 1 BELOW • i c� 5" ROOF FRAMING - RE:5TRUCT. 3" DIA LADDER RAIL5 WOOD GUARDRAIL AND P05T BEYOND- RE:A5.G 3/4" 50LID T *G WOOD FLOORING- STAIN AND SEAL 2x 50LID WOOD N05ING ROUTED TO PROVIDE FINISH WOOD PLANKS- RE:INTERIOR5 TURNED DOWN I "NOSING FOR BOARD ORIENTATIONS 2x FRAMING AND BLOCKING UP TO 2xG STUD WALL AT INFILL HEIGHT OF PLATFORM LOCATIONS TO MATCH EX15T SYSTEMS 3" DIA LOG LADDER 5TEP5 R-21 FACED GATT INSULATION FINISH WOOD PLANKS- RE:INTERIOR5 FOR BOARD ORIENTATIONS ftwo PLYWOOD SHEATHING FJ I'5 @ 12-1 OC TO CH EX15T W /R -49 ED BATT INSULATION -1d- En =�c (2) 2x 10 W /50LI D BLOCKING BEHIND - PAINT EXP05FD EDGE5 2x 12 FASCIA BOARD TO MATCH EX15T @ GYP CEILING i PRIMARY RESIDENCE - STAIN AND SEAL LANK FINISH CEILING - NTERIORS FOR :ATION5 AND BOARD ' ENTATIONS S" GYP. W/ 3 COAT' HARDCOAT STUCCO 5Y5TEM 3 COAT HARDCOAT STUCCO SYSTEM �151­1 WALL - " PLYWOOD SHEATHING AND '5 FOR LOCATIONS AND BUILDING FELT BOARD ORIENTATIONS STUD WALL- 51ZE VARIES BY LOCATION- R -21 FACED BATT INSULATION ! i STONE PAVING SYSTEM #I - RE:3A5.4 ! 2xG STUD WALL W /R -2 1 FACED BATT INSULATION 5/8" GYP W/J MOLD AT BOTTOM EDGE- STOP GYP AT LIMITS OF CONIC CURB 4" CONIC SLAB WITH TURNED DOWN END- DOWEL INTO NEW PATIO SLAB- RE:5TRUCT CONC SLAB- DEPTH VARIES G" TO 4'"- TURN DOWN AT SLAB END ONTO TOP OF EX15T STEM WALL- DOWEL- RE:5TRUCT _ WRAP PAVING SYSTEM DRAINAGE MEMBRANE DOWN WALL, OVERLAP COLD JOINT AND INSTALL TERMINATION BAR PER MFR RECOMMENDATIONS FX15T FOUNDATION 5TEM WALL TO REMAIN- RE:5TRUCT CONTINUOUS DAMP PROOFING AND DRAINAGE MAT AT ALL 5UBGRADE CONDITIONS ! ' ! T.O.STONE 100' -5 1/211 T. C7.5LAB 100' -0" 4 a d 4 4 Q 4 d d Q - 4 4 4 14 a a a� d d 1 G" ROOF EXTEN5ION BEAMS AND BACK5PAN - RE:5TRUCT. WOOD SHAKE SHINGLES TO MATCH EXIST SHINGLES ON PRIMARY RESIDENCE 5/8" PLYWOOD SHEATHING AND BUILDING FELT 2x SLEEPERS 5/8" PLYWOOD SHEATHING R -49 FACED BATT INSULATION 2x FIRE BLOCKING BETWEEN BEAMS - RE:5TRUCT. 5/8" GYP CEILING I x PLANK FIN15H CEILING - RE:INTERIOR5 FOR LOCATIONS AND BOARD ORIENTATIONS 5/8" GYP I x PLANK Fl N 15H WALL - RE:INTERIOR5 FOR LOCATIONS AND BOARD ORIENTATIONS i !!. ' I Lmw ! n i a 50LID BLOCKING AT PERIMETER PREFINI5HED EDGE FLA51­1ING� EXTENDED DOWN INSIDE GUTTER d U BLOCKI NG PREFINI5HED METAL DRIP EDGE PREFIN15HFD METAL FLASHING AND COUNTER FLASHING — 3 COAT HARDCOAT STUCCO SYSTEM GARAGE DOOR AND TRACK OVER FELT, 1/2" PLYWOOD SHEATHING- BEYOND EXTEND DOWN TO WITHIN 1/2 °' OF PATIO 5TONE- CAULK JT T.O.CONC CURB 1/2" EXPANSION JOINT 101 ' -G" — CAST CONCRETE CUR13- RE :5TRUCT — STONE PAVING 5Y5TEM #3- T.0.5LAB RE :2A5.3 SIM, NO SNOW 100' -0 °' MELT- 4" SLAB ONGRADE W /INTEGRAL RE:2AG.0 FOR STONE TO SNOW MELT TUBING WALL FLASHING CONDITION 2" RIGID INSULATION BENEATH CONC SLAB- DEPTH VARIES G" TO 4� RE:5TRUCT 3" METAL DECK RE:STRUCT W8x 10 BEAMS WIG" METAL STUDS,R -1 9 FACED BATT INSULATION- RE:STRUCT ALL HEATED 5LAB5 TURN DOWN SLAB EDGE DOWELED INTO CONC FOUNDATION - RE:5TRUCT CONIC FOUNDATION STEM WALL - CONT DAMP PROOF- RE:5TRUCT I AIR SPACE BETWEEN CONC AND STUD WALL 2x4 STUD WALL W /R -1 9 FACED BATT INSULATION, &" GYP- SLIP SPACE AT BOTTOM Q a 4 4 . . . � IIII ! b d � s it .. � �• *�, . • .. r , s • r . 5/8" GYP addendum 3 wwrli. -i .i ! ' •ir 1 1/2" METAL DECK- RE:5TRUCT , fly w EX15T 5HINGLE5 AT PRIMARY RP51DENCF o 5/8" SHEATHING AND BUILDING FELT It --- --- 2x4 SLEEPERS W /VENTED RIDGE VENT MATCH EX15T AT PRIMARY TO MATCH EX15TING RIDGE VENTS (c r - - - -® 2x2 EDGE PRIMARY RESIDENCE RESIDENCE o 14. 4. 4 C� d 0 FA5CIA BOARD - STAIN AND SEAL a s FASCIA BLOCKING- STAIN b AND SEAL ALL EXPOSED SURFACES 0 0 a STUCCO SAVE - PROVIDE VENTING PER IRC 80G 0 E`'AIL, ' A I 5CALE: 1 112" = P-011 0 (3) 1 3/4 x 1 1 7/8 LVL- RE:5TRUCT a WOOD SHAKE SHINGLES TO MATCH p BLOCKI NG PREFINI5HED METAL DRIP EDGE PREFIN15HFD METAL FLASHING AND COUNTER FLASHING — 3 COAT HARDCOAT STUCCO SYSTEM GARAGE DOOR AND TRACK OVER FELT, 1/2" PLYWOOD SHEATHING- BEYOND EXTEND DOWN TO WITHIN 1/2 °' OF PATIO 5TONE- CAULK JT T.O.CONC CURB 1/2" EXPANSION JOINT 101 ' -G" — CAST CONCRETE CUR13- RE :5TRUCT — STONE PAVING 5Y5TEM #3- T.0.5LAB RE :2A5.3 SIM, NO SNOW 100' -0 °' MELT- 4" SLAB ONGRADE W /INTEGRAL RE:2AG.0 FOR STONE TO SNOW MELT TUBING WALL FLASHING CONDITION 2" RIGID INSULATION BENEATH CONC SLAB- DEPTH VARIES G" TO 4� RE:5TRUCT 3" METAL DECK RE:STRUCT W8x 10 BEAMS WIG" METAL STUDS,R -1 9 FACED BATT INSULATION- RE:STRUCT ALL HEATED 5LAB5 TURN DOWN SLAB EDGE DOWELED INTO CONC FOUNDATION - RE:5TRUCT CONIC FOUNDATION STEM WALL - CONT DAMP PROOF- RE:5TRUCT I AIR SPACE BETWEEN CONC AND STUD WALL 2x4 STUD WALL W /R -1 9 FACED BATT INSULATION, &" GYP- SLIP SPACE AT BOTTOM Q a 4 4 . . . � IIII ! b d � s it .. � �• *�, . • .. r , s • r . 5/8" GYP addendum 3 wwrli. -i .i ! ' •ir 1 1/2" METAL DECK- RE:5TRUCT , fly w EX15T 5HINGLE5 AT PRIMARY RP51DENCF o 5/8" SHEATHING AND BUILDING FELT --- --- 2x4 SLEEPERS W /VENTED RIDGE VENT ~ TO MATCH EX15TING RIDGE VENTS (c r - - - -® 2x2 EDGE PRIMARY RESIDENCE BLOCKI NG PREFINI5HED METAL DRIP EDGE PREFIN15HFD METAL FLASHING AND COUNTER FLASHING — 3 COAT HARDCOAT STUCCO SYSTEM GARAGE DOOR AND TRACK OVER FELT, 1/2" PLYWOOD SHEATHING- BEYOND EXTEND DOWN TO WITHIN 1/2 °' OF PATIO 5TONE- CAULK JT T.O.CONC CURB 1/2" EXPANSION JOINT 101 ' -G" — CAST CONCRETE CUR13- RE :5TRUCT — STONE PAVING 5Y5TEM #3- T.0.5LAB RE :2A5.3 SIM, NO SNOW 100' -0 °' MELT- 4" SLAB ONGRADE W /INTEGRAL RE:2AG.0 FOR STONE TO SNOW MELT TUBING WALL FLASHING CONDITION 2" RIGID INSULATION BENEATH CONC SLAB- DEPTH VARIES G" TO 4� RE:5TRUCT 3" METAL DECK RE:STRUCT W8x 10 BEAMS WIG" METAL STUDS,R -1 9 FACED BATT INSULATION- RE:STRUCT ALL HEATED 5LAB5 TURN DOWN SLAB EDGE DOWELED INTO CONC FOUNDATION - RE:5TRUCT CONIC FOUNDATION STEM WALL - CONT DAMP PROOF- RE:5TRUCT I AIR SPACE BETWEEN CONC AND STUD WALL 2x4 STUD WALL W /R -1 9 FACED BATT INSULATION, &" GYP- SLIP SPACE AT BOTTOM Q a 4 4 . . . � IIII ! b d � s it .. � �• *�, . • .. r , s • r . 5/8" GYP addendum 3 wwrli. -i .i ! ' •ir 1 1/2" METAL DECK- RE:5TRUCT , fly w 4 a: 4 O 4 w ; 4 o` z€ 0 0€ v � z% � t .-e f a f x d a O o 14. 4. 4 C� d 4 a: 4 O 4 w ; 4 o` z€ 0 0€ v � z% � t .-e f a f x c 0 0 r O c 0 0 r ALIGN W /FACE OF STAI R 4 WALL- RE: 2A7.2 'B' VENT CHIMNEY FLUE OFFSET TO M155 COMBUSTION AIR INTAKE 0 a 2 min cicar 1 e / ♦ e GE3 5UPERFIRE 'B' VENT SERIES- MODEL 3624 (36" WIDE OPENING) MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT INSTALLATION REQUIREMENTS OPTION�:�I HERRINGBONE REFRACTORY LINING WITHOUT A FIXED GLASS PANEL- OPEN FRONT DAMPER CONTROLLED PILOT IGNITION 5Y5TEM °CHAIN CURTAIN N N GAS LOG SET: TEXAS STACK GAS LOGS MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT INSTALLATION LnIQ REQUIREMENTS BRA55 GAS SHUT OFF VALVE ELEVATED STONE HEARTH TYPE 5T213 - ALIGN WITH FINISH FACE OF WOOD AT FIREPLACE ENCLOSURE i NOTE: TH15 FIREPLACE 15 REQUIRED BY TOWN OF VAIL CODE TO BE A 'GAS APPLIANCE 'B' VENT' TYPE. MANUFACTURER TO COMPLY WITH TH15 REQUIREMENT. THE PRODUCT NOTED ABOVE 15 FOR DESIGN INTENT AND TO ESTABLISH A BASIS OF AESTHETICS- OTHER COMPARABLE PRODUCTS WILL BE CONSIDERED UPON SUBMITTAL OF PRODUCT LITERATURE FOR REVIEW. MCI _00 FROMM ,NE VENEER ALL DR FACES ATED STONE TYPE 5T2C - + I ' -G" A.F.F. a� �i�r •�! I' 411. I Gil j an ■ COMBUSTION AIR INTAKE AND LOUVER LINE TOP BOTTOM AND 5I DEB 2' -0111 WITH PREFIN15HED METAL SHEETS AND CAULK FOR A WEATHER TIGHT CONDITION 4 ALIGN FACE OF WOOD COLUMN W/ FACE OF STONE TILE \ NOTE: TH15 FIREPLACE 15 REQUIRED BY TOWN OF VAIL CODE TO BE A "GAS LOG" FIREPLACE. 3 T LIVING 211 FIREPLACE PLAN O 1 ' SCALE: 1" = 1'-0" O ■ AT 0 N\17—:p D COMBUSTION AIR INTAKE LOUVER - ABOVE AT LEVEL ONE - CENTER ON WALL AND SEPARATE TOP OF VENT FROM FLUE AS REQUIRED BY MANUFACTURER eq. 211 REQUIREMENTS. GAS LOG FIREPLACE - HEATILATOR ICON SERIES - MODEL 1,50 JLE ABOVE- MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT _: INTERIORS INSTALLATION REQUIREMENTS o SHEATHING TO REMAIN - ' SURROND - W2L STUCCO REMOVED IN LINING f: INTERIORS F--i FRONT VENEER - PROVIDE NEW x - DAMPER CONTROLLED PILOT IGNITION 6 5Y5TEM BLDG FELT AS REQUIRED l\TIVE WOOD p JD- PROVIDE a IMPERIAL GAS LOG SET BLOCKING AS MAINTAIN ALL MANUFACTURERS ED TO BUILD PRODUCT INSTALLATION 1 SHAPE- RE: ° v - INTERIORS I' 411. I Gil j an ■ COMBUSTION AIR INTAKE AND LOUVER LINE TOP BOTTOM AND 5I DEB 2' -0111 WITH PREFIN15HED METAL SHEETS AND CAULK FOR A WEATHER TIGHT CONDITION 4 ALIGN FACE OF WOOD COLUMN W/ FACE OF STONE TILE \ NOTE: TH15 FIREPLACE 15 REQUIRED BY TOWN OF VAIL CODE TO BE A "GAS LOG" FIREPLACE. 3 T LIVING 211 FIREPLACE PLAN O 1 ' SCALE: 1" = 1'-0" O ■ AT 0 N\17—:p D COMBUSTION AIR INTAKE LOUVER - ABOVE AT LEVEL ONE - CENTER ON WALL AND SEPARATE TOP OF VENT FROM FLUE AS REQUIRED BY MANUFACTURER eq. FLUE PER MANUFACTURES REQUIREMENTS. GAS LOG FIREPLACE - HEATILATOR ICON SERIES - MODEL 1,50 O MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT EXIST 2x6 WALL AND INSTALLATION REQUIREMENTS o SHEATHING TO REMAIN - - HERRINGBONE BRICK REFRACTORY W2L STUCCO REMOVED IN LINING PREP FOR NEW STONE F--i FRONT VENEER - PROVIDE NEW x - DAMPER CONTROLLED PILOT IGNITION 6 5Y5TEM BLDG FELT AS REQUIRED -CHAIN CURTAIN p A LOG 5 ET a IMPERIAL GAS LOG SET MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT INSTALLATION FLUE PER MANUFACTURES REQUIREMENTS. GAS LOG FIREPLACE - HEATILATOR ICON SERIES - MODEL 1,50 O MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT INSTALLATION REQUIREMENTS o - HERRINGBONE BRICK REFRACTORY LINING - WITHOUT A FIXED GLA55 PANEL- OPEN F--i FRONT - DAMPER CONTROLLED PILOT IGNITION 6 5Y5TEM -CHAIN CURTAIN p A LOG 5 ET 0 IMPERIAL GAS LOG SET MAINTAIN ALL MANUFACTURERS REQUIRED CLEARANCES AND PRODUCT INSTALLATION REQUIREMENTS ° STONE HEARTH SLAB TYPE 5T2 -A SET FLUSH TO THE FINISH FLOOR - PROVIDE RECE55 IN SLAB TO ACCOMMODATE STONE * CARPET ALIGNING --t--- 8" DIA LOG DECORATIVE LOG PORT TO I SUPPORT LOG MANTLE ABOVE - _I RE:INTERIOR5 BRASS GAB SHUT OFF VALVE NOTE: TH15 FIREPLACE 15 REQUIRED BY TOWN OF VAIL CODE TO BE A 'GAS APPLIANCE 'B' VENT' TYPE. MANUFACTURER TO COMPLY WITH TH15 REQUIREMENT. THE PRODUCT NOTED ABOVE 15 FOR DE51GN INTENT AND TO ESTABLISH A BAS15 OF AESTHETICS- OTHER COMPARABLE PRODUCTS WILL BE CONSIDERED UPON 5UBMITTAL OF PRODUCT LITERATURE FOR REVIEW. I�I. A�� Q �3 i' MENDOTA'B' VENT 5ERIE5- MODEL DXVGU 0 O a x n c C w � a x C u N P w e F� x c{ U � C 1� n cis ° Z cn w m 0 F--i n cis ° Z cn w PT A IR ONE N LOFT (ST1 4 r i 0 a I T.O.S TLC NE I a 105' -011 i I A7.1 a G 0 U e • C.JAV VL.1✓Lll \7'11 IV L. I IIVILJL IN COLUMN >" DIA WOOD NAND RAIL— STAIN ERMEDIATE RAIL P05T AN WRAP W/ WOOD SEE 2/A3.3 12x 12 TIMBER NEWELL P05T— RE:3A7. 1 LIMIT OF P RAM ING FOR STAIR OPENING IA7.I �iL P05T, TYP.— STAIN MOOD GUARDRAIL O- LAUNDRY WASHER AND DRYER IN ALCOVE OFF OF FALL 003 BELOW 5TAIR I LANDING— NOTE LOW CEILING HEIGHT OF 5' -8 "— FIELD VERIFY AND COORDINATE 5E5T ROUTE TO VENT DRYER TO EXTERIOR VOID SPACE • LAUNDRY 203 • — WALL MOUNT I X11 DIA WOOD NAND — — — — _ _ — WD II WD2 RAIL— 5TAIN Q I CRAWL 5PA�F N DN UP SUPPORT COLUMN WRAP W/ 1 2x 1 2 TIMBER I T I WD 1 I I WOOD SEE 2/A3.3 NEWEL P05T SEE 3/A7.1 _ — -- - -___ —_ — ^�� OPEN TO BELOW a 12'I I1 1 I1 2fl -21I JDI 1�- - -- LIMIT OF FRAMING FOR r N STAIR WELL OPENING TI WDI D2 T.��O.DECK LEVEL 2 I log'-(5 5/811 _ - --- ®._...---- WALL MOUNT Iz' DIA WOOD NAND - - - -_— T i 11 RAI L- STAIN L IR ONE PLAN LEVEL 2 (ST1-2) fi 0' 21 31 4' SCALE: 1/2" = 1 1 -0" G1 -511 7 TREADS @ I I " 2X 18" DEEP FIXED WOOD 5HELF ALL WALLS * CEILING BELOW LANDING TO HAVE TYPE "X" GYP. GI-8111 f I -/^ 1 11 OPENING BETWEEN FRAMING 71 -411 8 TREADS c, I 1 " ENTRY TO LEVEL ONE TIMBER r . 5TAIN r • PIPE r 51 -GII G TREADS @ I I " __- S"-r AIR. ONE PLAN LEVEL ONE (ST1-1) 0 21 3' 4' SCALE: 1/2"= I ' -0° 12x 12 TIMBER NEWELL P05T ABOVE AT LANDING— RE:3A7. 1 — MECH 003 c 3' WIDE x 5-0 HIGH OPENING BELOW LANDING — LIMIT Of FRAMING FOR 5TAIR OPENING — m LAUNDR 00 � 5TAI R I ST 1 -0 T.O. DECK, 951 -7 7/811 •o IA7.1 d d I "" DIA WOOD WALL MOUNTED HANDRAIL— 5TAIN 4x TIMBER 5TRINGER— EXTEND) BEYOND TOP AND BOTTOM RI5ER5 AND CUT TO ALIGN TTH BASEBOARD— VIF LIMITS— STAIN o,4iw-3 A 2%wXJ 1110304111 M MOMMI'll i* it• r • r � r r s r�ir � r r• r . �r Q1-211 10 TREADS @ I I it I OPENING BETWEEN FRAMING STAIR ONE PLAN BASEMENT S`'1 -[Y\ - ' 01 2' 31 4' SCALE: 1/2" = P-01' 4x TIMBER 5TRINGER— 5TAIN 3" DIA PIPE COL — RE:5TRUCT T.O. SLAB 88'- -1 1 1/4 WALL MOUNT NAND RAIL I" DIA up WOOD- 5TAIN LIMIT OF FRAMING FOR D 5TAIR OPENING ABOVE SUPPORT COLUMN SEE 2/A3.3 r � !!fir x x U O z 0 Q IT' t f U � w t-i G c,z a x� f 0` QJ x o O F (� Q U� +�" C z L �y f (vy c` y" L P: I® omp r • • CRAWL 5PA�F I OPENING BETWEEN FRAMING STAIR ONE PLAN BASEMENT S`'1 -[Y\ - ' 01 2' 31 4' SCALE: 1/2" = P-01' 4x TIMBER 5TRINGER— 5TAIN 3" DIA PIPE COL — RE:5TRUCT T.O. SLAB 88'- -1 1 1/4 WALL MOUNT NAND RAIL I" DIA up WOOD- 5TAIN LIMIT OF FRAMING FOR D 5TAIR OPENING ABOVE SUPPORT COLUMN SEE 2/A3.3 r � !!fir x x U O z 0 Q IT' t f U � w t-i G c,z a x� f 0` QJ x o O F (� Q U� +�" C z L �y f (vy c` y" L P: I® omp r • 0 • • • 0 RI I LAG RAIL TO COLPMN COUNTERSINK AND PLUG HOLE TO CONCEAL I'A5TENER 4xG RUSTIC TIMBER TOP RAIL W1 3/4"x3/4" DADO CFNTf RED ON BOTTOM TO ACCEPT PICKETS I x DECORATIVE PICKETS I x 1 -3/8" SHOE TO SECURE PICKETS I I lkyj I a] N CAN I a WE ME-mm- 2 (E) SUPPORT COLUMN WRAP COLUM W1 WOOD SEE 2/A3.3 STAIR NOSING MADE FROM 4x 12 TREAD MATERIAL CUT AN FIT LAGS TO ATTACH STRINGER TO FLOOR FRAMING f IN15HED FLOOR 5UBf LOOP, SHEATHING L911, I FLOOR 2 JOIST FRAMING LAG 2x RUSTIC TIMBER RISER TO TREAD COUNTERSINK AND PLUG HOLE TO CONCEAL FASTENER OLUMN & RAILING DETAIL 5; T T T 0 1 SCALE: 1 112" P-0" LAG TOP RAIL TO NEWEL 4xG TIMBER TOP RAIL W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS I x DECORATIVE PICKETS I x 1 -3/8" SHOE TO SECURE PICKETS LIU 4x 12 TIMBER TREAD LAG 2x TIMBER RISER TO TREAD COUNTERSINK AND PLUG HOLE TO CONCEAL FASTENER LAG STRINGER TO FLOOR FRAMING CONTER5INK AND PLUG HOLE TO CONCEAL fA5Tf-NFP, LAGS TO ATTACH NEWEL TO FLOOR FRAMING ALLY TO UNDERSIDE OF RAILING& STRINGER DETAIL T T T :2 0 SCALE: 1 1/2" = 1'-0" 2x T*G FINISH WOOD 4xG TIMBER TOP RAI L W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS GxG TIMBER INTERMEDIATE POST BEYOND DECORATIVE IX PICKETS- RF:INTERIOR5 I x) 3/8" SHOE TO SECURE PICKETS 4x(5 BEAM 8x8 Aw'i"W"Whib w* IMP 7--­-, RAILING DETAIL T T T- 0 SCALE: 1 1/2" = 1'-011 4x 14 T11 5TKINGf MORTIS ACCEPT 4x 12 T11 TREAD L TO 5TKI 4xG TIMBER TOP RAIL W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS I 2x 12 TIMBFi NEWEL P05T BEYOND I x 1 3/8" SHOE TO SECURE PICKETS LAG TREAD TO STRINGER DRILL COUNTERSINK AND PLUG TO CONCEAL fA5Tf-NFP, LOFT T.O. DECK 1 1514; 1/211 105-2 77117- 9 1/21, I-JOIST LANDING FRAMING (2) LAYERS "' 2 TYPE `X" GYP. = - = = I 0110112ue u, MEMO BEAM 4x 12 TIMBER CLOSED TREADS 2x 12 CUT STRINGE Ix TIMBER FINISH - STRINGER 7.75"- FLOAT FLOOR, TO ACCOMMODATE Lu (n -------------------------- fv ALLOWED BY CODE t�- rr (y) ME-mm- 2 (E) SUPPORT COLUMN WRAP COLUM W1 WOOD SEE 2/A3.3 STAIR NOSING MADE FROM 4x 12 TREAD MATERIAL CUT AN FIT LAGS TO ATTACH STRINGER TO FLOOR FRAMING f IN15HED FLOOR 5UBf LOOP, SHEATHING L911, I FLOOR 2 JOIST FRAMING LAG 2x RUSTIC TIMBER RISER TO TREAD COUNTERSINK AND PLUG HOLE TO CONCEAL FASTENER OLUMN & RAILING DETAIL 5; T T T 0 1 SCALE: 1 112" P-0" LAG TOP RAIL TO NEWEL 4xG TIMBER TOP RAIL W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS I x DECORATIVE PICKETS I x 1 -3/8" SHOE TO SECURE PICKETS LIU 4x 12 TIMBER TREAD LAG 2x TIMBER RISER TO TREAD COUNTERSINK AND PLUG HOLE TO CONCEAL FASTENER LAG STRINGER TO FLOOR FRAMING CONTER5INK AND PLUG HOLE TO CONCEAL fA5Tf-NFP, LAGS TO ATTACH NEWEL TO FLOOR FRAMING ALLY TO UNDERSIDE OF RAILING& STRINGER DETAIL T T T :2 0 SCALE: 1 1/2" = 1'-0" 2x T*G FINISH WOOD 4xG TIMBER TOP RAI L W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS GxG TIMBER INTERMEDIATE POST BEYOND DECORATIVE IX PICKETS- RF:INTERIOR5 I x) 3/8" SHOE TO SECURE PICKETS 4x(5 BEAM 8x8 Aw'i"W"Whib w* IMP 7--­-, RAILING DETAIL T T T- 0 SCALE: 1 1/2" = 1'-011 4x 14 T11 5TKINGf MORTIS ACCEPT 4x 12 T11 TREAD L TO 5TKI 4xG TIMBER TOP RAIL W1 3/4"x3/4" DADO CENTERED ON BOTTOM TO ACCEPT PICKETS I 2x 12 TIMBFi NEWEL P05T BEYOND I x 1 3/8" SHOE TO SECURE PICKETS LAG TREAD TO STRINGER DRILL COUNTERSINK AND PLUG TO CONCEAL fA5Tf-NFP, LOFT T.O. DECK 1 1514; 1/211 105-2 77117- 9 1/21, I-JOIST LANDING FRAMING (2) LAYERS "' 2 TYPE `X" GYP. = - = = I 0110112ue u, MEMO BEAM 4x 12 TIMBER CLOSED TREADS 2x 12 CUT STRINGE Ix TIMBER FINISH - STRINGER I Kox �� - al mmv• :.�= it MAX P,15FP, HT. 7.75"- FLOAT FLOOR, TO ACCOMMODATE Lu (n -------------------------- I Kox �� - al mmv• :.�= it MAX P,15FP, HT. 7.75"- FLOAT FLOOR, TO ACCOMMODATE Lu (n MAX R15ffK HT fv ALLOWED BY CODE t�- T.O. DECK LEVEL T.O. SLAE315A5f-MFNT 881- 0 z 1 2 IT' 0 0 u 0 U) 0 P4 -0010 I is aim O C'n rr I is aim O C'n O °i C a C u STONE PAVING TILT: STEPS WITH IN' OVER FILI HANDRAIL- WALL M ONE 12 "- RETURN " 51 DES- PAINT FAIR LAYOUT, ED SITE WALLS )PY ON CENTER DOR 200 OPENIN E:A5.4 1 ♦ 1 ! SUBDIVIDE ! NUMBER r w , A it FOUR PLAN LEVEL TWO JL ! A SCALE: ! MEIN IR FOUR PLAN LEVEL ONE ol 21 31 4' SCALE: ! LION JOINT AT CHANGE IN MATERIAL FROM STONE DNC TO FOLLOW CURVE Of 51TF WALL- ADJUST ON GRADE HEIGHT 50 FINISH SURFACES FLU5H TERMINATE STONE PAVING AT FACE OF GARAGE I '" METAL HANDRAIL -- WALL MOUNT AND HOLD FACE Of STONE 1 1 "- PAINT A INTIEGRAL SNOW POINT Of WALL 15 TI-Iff CffNTffPLINE Of ! r r r 1"i a Cq x fl U c 4�7 c9 O U v w x w' f4 a c.3 F� a w c� x lo {jj 0� �4 0 {jj O I NOTE: TH15 15 AN OWNER PROVIDED CONTRACTOR INSTALLED NOTE: TH15 15 AN OWNER PROVIDED CONTRACTOR INSTALLED WOOD WINDOW- LOCATION: fOPT WALKWAY 302 WOOD WI NDOW- LOCATION: MASTER BED 204 WINDOW TYPE Y WINDOW TYPE X T T T T T T T 1 • G 1 ol 41 G1 8' SCALE: 114 • " P-1" • 41 8' SCALE: 1/4" 1' • vif- 5111 above counter asks lash dining 13 side kitchen 2 12 Side 21-9ill 21-411 21-411 4 NOTE: TH15 15 AN OWNER PROVIDED CONTRACTOR INSTALLED NOTE: TH15 15 AN OWNER PROVIDED CONTRACTOR INSTALLED WOOD WINDOW- LOCATION: HALL 109 WOOD WINDOW- LOCATION: KITCHEN 212 WINDOW TYPE W WINDOW TYPE V 7 T T_ 1221; T T T T Q' of G1 41 & SCALE: 1/4" P-O" 41 8' SCALE: 1/4" = 1'-0 -7\ 0 71 17 17 'T' z L 21-3ill 21-3111 21-3i" 21-311( 2J/ 2\/ 2\1 2 48 WINDOW TYPE T 19' 01 G1 41 8' SCALE: 1/4" = 1'-0' m 0 7 \T 21 WINDOW TYPE 0 m m 0 IT T 43 of 41 G1 8' SCALE: 1/4" = 1'-0" 31-0i" 31-0'11 aliQn wlaoor 301 head N MULLIONS INSIDE AND OUTRIDE W/NEOPRENE SPACER BETWEEN GLA55 21 WINDOW TYPE S T T T T 01 41 G1 5' SCALE: )14" = 1 ' -0" WINDOW TTPE N of 41 G1 • SCALE: P-O" 'T' IT 2 NOTE: TH15 WINDOW 15 TEMPERED DUE TO ITS PROXIMITY NOTE: THIS WINDOW 15 TEMPERED DUE TO ITS PROXIMITY TO A POTENTIAL BUILT IN SEATING ARRANGEMENT AND THE TO A POTENTIAL BUILT IN SEATING ARRANGEMENT ADJACENT DOOR 213A WINDO j W TYPE WINDOW TYPE I _ T T T_ 10 9 T T T T of 41 G1 8' SCALE: 1/4" = P-0" 0, 41 0 6' SCALE: 1/4" = P-011 in AWNING 21-1 1 -L" 2 TH15 15 AN EX15TING WINDOW TO REMAIN- MODIFY TO MAKE LOWER SECTION AN OPERABLE CASEMENT FOR BEDROOM EGRESS 21 2' CY 3'-5-Lil 2 NOTE: TH15 15 AN OWNER PROVIDED CONTRACTOR INSTALLED WOOD WINDOW- LOCATION: SITTING ROOM 102 2 WINDOW TYPE U 0! T 7 T T 0 41 5' SCALE: 1/4" = 1'-011 cn 17 17 31 WINDOW TYPE R 117 46 I of G1 41 5' SCALE: 1'-0" 7\ WINDOW TYPE M '12 ol G 1 4 1 8' SCALE: 1/4" 1'-0" �C 21 1 8 WINDOW TYPE H 0 41 Gl 8' SCALE: 114 1'-0" 41 aliQn w1winclow f head • *__ j 2. VERIFY ALL WINDOW SIZES WITHIN ROUGH OPENINGS PRIOR TO SHOP DRAWING SUBMITTALS. VERIFICATION Of ROUGH OPENING 51ZE 15 TO OCCUR AFTER WINDOW JAMBS HAVE BEEN PREPID AND ALL STONE 15 IN PLACE AT STONE OPENINGS. 3, GLASS NOTED AST'GRAPHICALLY ON THE WINDOW TYPES 15 TO BE TEMPERED GLASS. CONTRACTOR 15 TO PROVIDE TEMPERED GLASS AT ALL PANELS REQUIRED BY CODE (IPC- 830(5.4) WHETHER 5PECIf ICALLY NOTED ON THESE DOCUMENTS OR NOT. 4. ALL WINDOWS ARE TO BE PELLA ARCHITECT SERIES (TO MATCH EX15TING AT PRIMARY RF51DFNCF) "SEALED INSULATING -GLASS WITH PRE-fIN15HED ALUMINUM CLAD WOOD FRAMES" UNLF55 OTHERWISE NOTED. G. INTERIOR WINDOW TYPES 'U' AND 'V'ARE OWNER PROVIDED CONTRACTOR INSTALLED, COORDINATE WITH OWNER FOR ROUGH OPENING DIMENSIONS 7. ALL DIMENSIONS INDICATED ARE ROUGH OPENING DIMENSIONS 8. ALL OWNER SUPPLIED CONTRACTOR INSTALLED WOOD WINDOWS AE SHOWN FOR CONCEPT PURPOSES ONLY. VERIFY ROUGH OPENING SIZES WITH OWNER PRIOR TO PROCEEDING WITH FRAMING. PE:INTFPIOP,5 CONCEPTS BOOK FOR DOCUMENTATION ON EACH WINDOW TYPE P 8' SCALE: 1/4" = P-O" email, 2' WINDOW TYPE L T T T T 01 41 G' 8' SCALE: 1/4" = 1'-0" IN T' (y) 'T' VERIFY MIN NET CLEAR OPENING WIDTH Off 2011 21 J/ 21 NOTE: THIS 15 AN EGRESS WINDOW OUT Of BEDROOM - VERIFY FULL COMPLIANCE WITH I PC- R310 WINDOW TYPE F I WINDOW TYPE G T T T 7 T T T T T 0 41 8' SCALE: 1/4" 1'-0" 01 41 G1 5' SCALE, 1/4" = 1 ' -0" 5 WINDOW TYPE E WINDOW TYPED WINDOW TYPE C m m w IT T T_ 7 4 T T T T 3 T T T T 2 01 G1 41 8' SCALE: 1/4" 01 1'-0" 41 G' 5' SCALE: 1/4" 1 1 -011 01 41 8' SCALE: 1/4" = 1'-0" -7`�— ;'- N �llz 31 _7\ 'T' k1-GA- NOTE: THIS 15 AN EGRESS WINDOW OUT Of BASEMENT - VERIFY FULL COMPLIANCE WITH I PC- R3 10 WINDOW TYPE B WIN. OW TYPE A T T T T T T T T 0' 4' 41 5' SCALE: 114" = 1'-01' 01 41 G1 5' SCALE: 1/4" = 1'-0" 0 z 0 I` :v. U P4 0 0 P-1 0 04 u B'd 0 0 0 9 NOUN • u 'S Cq A� M--i p u • MEDIA 3 ROOM 004 SOUTH ELEVATION T T r 21 31 41 SCALE: 1/2" = 1 ' -011 (5-L 2 " X 811'5tone til( 2 C_ I I nullcl nt.Uf 1C1_ ni luvvf--f Cluf V BATHROOM 001 NORTH WALL T T T T 0' 2' 21 4' SCALE: 1/2" = P-0" cjla:55 shower enclosure wl I " frame 5J2 ` x 8�" 5tone tile 2 O PZ" 0 U 8"x 10" hand hewn beams - 1-1 ---1- - -1 d C6 d z 0 Q) C; BATHROOM 001 EAST WALL T T T T 4' 5CALE: 112" P-0" • 21 31 ----------- ___MEDIA 2 000 _\ BEYOND 7--T- L MEDIA 3 ROOM 004 NORTH ELEVATION �� T T T 7' of 21 31 4' SCALE: 1/2" = 1'-0" B V A P' 3 1 1 HROOM 001 WEST SHOWER WALL T T T T L_ J 01 21 31 4' 5CALE: 112" = 1 1-011 B A 1-r HROOM 001 WEST WALIJ T T T T- 1 31 0 21 4' 5CALE: 1/2" 1'-0" cased opening cj,la55 shower enclosure full height- i.e. steam shower 18 "'x 18"x4" - "window" light box stone threshold —IN 18" x 18" "window" - frosted glass door w/ light box in wall heated stone Slab bench — 7 robe hooks — Rroma 5teambath5" steam unit - rece55ed with access panel on toilet 51dC Of Wall 82111 X 811' Stone tile 2 heated tile floor throughout- pocket door corner handwa5hincj sink flush wood threshold full width of ca5jng F_ BATHROOM 001 SOUTH WALL 14T T n, 21 3' 41 SCALE: 1/2" = l'-O'f 4 4 44 4 317111 1211w x 24"h x 4`6 shampoo niche 33" towel warmer 4 % /I A A 4 de u44 4` 4 A -K— 1 5 w x 30"h x 4"d 7­ Ai� recessed medicine A9 BATHROOM 001 EAST WALL T T T T 4' 5CALE: 112" P-0" • 21 31 ----------- ___MEDIA 2 000 _\ BEYOND 7--T- L MEDIA 3 ROOM 004 NORTH ELEVATION �� T T T 7' of 21 31 4' SCALE: 1/2" = 1'-0" B V A P' 3 1 1 HROOM 001 WEST SHOWER WALL T T T T L_ J 01 21 31 4' 5CALE: 112" = 1 1-011 B A 1-r HROOM 001 WEST WALIJ T T T T- 1 31 0 21 4' 5CALE: 1/2" 1'-0" cased opening cj,la55 shower enclosure full height- i.e. steam shower 18 "'x 18"x4" - "window" light box stone threshold —IN 18" x 18" "window" - frosted glass door w/ light box in wall heated stone Slab bench — 7 robe hooks — Rroma 5teambath5" steam unit - rece55ed with access panel on toilet 51dC Of Wall 82111 X 811' Stone tile 2 heated tile floor throughout- pocket door corner handwa5hincj sink flush wood threshold full width of ca5jng F_ BATHROOM 001 SOUTH WALL 14T T n, 21 3' 41 SCALE: 1/2" = l'-O'f 4 4 44 4 317111 1211w x 24"h x 4`6 shampoo niche 33" towel warmer 4 % /I A A 4 de u44 4` 4 A custom millwork linen Storage- re:interior5 8" x 10 hand hewn wooto beam above - bleached 9 4 A T T_ - ---------- BATHROOM 001 PLAN T 7 of 21 31 4' SCALE: 1/2" = P-0" NOTE: DIMFN51ON5 INDICATED ON TH15 SHEET ARF TO FIN FACE OF 5UPfACE5 UNLF55 NOTED OTHERWI I U P 0 �T4 0 0 o 0 5 P, 1 5 w x 30"h x 4"d 7­ Ai� recessed medicine A9 cabinet BA,THR-00M F 3 ?J 2 2 1 I'd Sol id stone slab countertop- Ann Sacks A52385-2 V I W4H 1 5 w x 30"h x 4"d recessed medicine cabinet custom millwork linen Storage- re:interior5 8" x 10 hand hewn wooto beam above - bleached 9 4 A T T_ - ---------- BATHROOM 001 PLAN T 7 of 21 31 4' SCALE: 1/2" = P-0" NOTE: DIMFN51ON5 INDICATED ON TH15 SHEET ARF TO FIN FACE OF 5UPfACE5 UNLF55 NOTED OTHERWI I U P 0 �T4 0 0 o 0 5 P,