Loading...
HomeMy WebLinkAboutB16-0347.001 plans approved.pdf wr. of "Vail EXISTING FRAMING ! D g " TO REMAIN i , al 2- LVL 1 3/4 x 11 7/8 13 12 �� PER PLAN NEW GUTTER �'� �� Ipy SYSTEM WITH/ +I �` (� �� vim--_ _. U r� = 1)® HEAT TAPE L :":1—E —T II � C abb Mil11 7/8" BCI 6000 Z ii I �I .-12..°61". EXISTING TOP OF �` �. © DAA 4 @ 16' o.c. PER _ �� U 1 I,� I , i. SI'O coPLYWOOD TO REMAIN ; A cv__i ■ ■ PLAN �f �`✓ �� rtPRS A1D REFI RS+SLEPERS PEh�j`IECTION AS5 � � z Tp pAYLI r li 0© o `O ii l I Il. ~I 1i11 117/8"BCS1 6000116o c I I l it =; wEXISTING JOISTS EXISTING SOIL CLEARANCE ATTOP OF FOUNDATION WALL a 11'11 ( 1 ; i I <"TO REMAIN - HAS RESULTED IN ROTTED FRAMING-REGRADE TO . !1.t6I �� ,�M A �� 1 CREATE PROPER CLEARANCE AT TOP OF FNDN.WALL f � I, . ,1 I� � �` (l ,1 3-2x6 I � AND PROVIDE A 1/4" PER FOOT SWALE TO THE WEST FOR / a ' 11 ,I , it 1: aI I 1 11 i I SURFACE DRAINAGE. CONNECT ALL ROOF GUTTER e - di -• - u ll J 3/4" PER PLAN,THICKNESS �` 5/8" DIA. M.B. @ 24" ri" I 1 DOWNSPOUTS INTO BELOW GRADE DRAINAGE SYSTEM i 2-LVL 1 3 • x 11 7/8 PLJS FLITCH PLATE 3/4"x 12"CONT. - °-' / ti MAY BE WHOLE 3/4" OR o.c. STAGGERED TOPE " x <, r- m SLOPING 1/4"PER FOOT TO DAYLIGHT TO THE WEST. ► 1 • 0 1 x o BUILT-UP PLATES ADDING AND BOTTOM REPLACE ALL LANDSCAPING TO MATCH EXISTING I`I� 51M.~ ° " UP TO 3/4" �-�` �,,� I J L 5x5x5/16 x 0'-11"w/ o ro DOOR / WINDOW SCHEDULE CONDITIONS. FIELD COORDINATE DRAINAGE SYSTEM z �' �t `, WITH OWNER PRIOR TO CONSTRUCTION. �- �' 1 A �' 2 3/4"DIA. M.B.THRU 7-1 DETAIL ---'s _/---' S5 FLITCH PLATE R.O. R.O. EF ~ pJ WELDED TOW 10x19 ���+•� DOOR/WINDOW OPERABLE I WIDTH HEIGHT 1 coQ G•� z • w pJ C / e.- = .411.-:......... TRAP, FIXED&2 AWNINGS YES \ 3/4" 1'-0" �__, QO QP 1 g BEDROOM 2 ���- ,�-- y�� i t R .<. .. O 8.-11" 10'-6 3/4" 2 AWNINGSA �, _� 14 1 I ., w O LIVING 15 O. ; I O +� TRAP, FIXED&2 AWNINGS YES \ � / ,' .... -e 3-LVL 1 3/4 x 9 1/4 -..-..1E..-..J ,1 r� ., is, 8'-11" 10'-6 3/4" :14 ■ \�� y L I I a.-%�- a •)'....- N 1 4 1 LIVING 2 AWNINGS J 3-2 x 10 0 FIXED DINING 2'-6 3/4" 4'-0 3/4" NO ' • l��`�� J� Pv '. DOUBLE SLIDING DOOR " YES ��' _9 �".p" O DINING 6'_0 8.-0" VENT RIGHT OGO�e o Ir- •a 9,2•• „M/ FIXED 2'-6 3/4” 4.-0 3/4" NOg����P� yL;f91'b r �,�- I 1 5 DINING BEDROOM 1 Q. pQ- DOUBLE SLIDING DOOR YES --- --__- ------ - ii H A 6 6' 0" 8'0' ��� pv� rr VENT LEFT �R_,� F ., n �e BEDROOM 3 �gP �� f" L 2-WIDE CASEMENT YES-2 ,00 ...(\>\�O 7� 5'-10 3/4" 4' 11 3/4" O 04� EXISTING 11 7/8" TJI 25 @ 16"0.0. TO REMAIN BEDROOM 3 L. R. CSMNT. �p "' ) 7 -,-....,,.. ,,-,,,,,.,.. -,-,..-- I ' CASEMENT YES r'k _ _F ~ r I 9 u, �i,_: _ I BEDROOM 3 2.-11 3/4" 4'-11 3/4" R. CSMNT. 2-WIDE CASEMENTYES- 1 __ BEDROOM 3 BATH 5'-10 3/4" 3.-11 3/4" L.CSMNT. c0 R.FIXED. ~_ 10 CASEMENT 2'_113/4" 3'-113/4" YES _ BEDROOM 3 BATH R.CSMNT. CASEMENT YES z Is 11 1'-6 314" 3'-11 3/4 MECHANICAL ROOM L.CSMNT. u) Iam I Q NOTE-LIGHTS IN THIS ` a 4 2-WIDE CASEMENT YES 2 w BEDROOM FLASH FOR NO N j 12 5'-10 3/4" 3'-11 3/4" — BEDROOM 2 L.R.CSMNT. APPARENT REASON. 13 DOUBLE SLIDING DOOR 6' 0" BEDROOM 2 6'-8 5/8" YES VENT RIGHT INSPECT AND REPAIR. I l A W I W _ Q ' gc U �\ I- DOUBLE SLIDING DOOR YES 1q 6'0" 6'-8 5/8" VENT RIGHT Qp`�� U LL BEDROOM 1 g �C9 CASEMENT YES NOTE- PROVIDE -" O I 4 H T Ci2'-11 3/4" 3' 11 3/4" PROVIDE CRAWLSPACE VENTILATION QO 4P mm04 BEDROOM 1 L.CSMNT. SYSTEM PER CODE BENEATH ALL �� /' C] ~ 0 FIXED FRAMED FLOORS. 16 2'-11 3/4" 2'-11 3/4" NO .® -I- U CL n' Q LIVING . 1 %1 in EDGE OF > J J REUSE DOORS AND WINDOWS WHERE POSSIBLE. NEW PELLA PRO SERIES z I '-\ / EXISTING W Q Q J WINDOWS AND DOORS TO CONFORM WITH THE 2015 INTERNATIONAL r \ j 0 I CANTILEVER i > O O ENERGY CODE AS ADOPTED BY THE TOWN OF VAIL. ST1fiI S ; i° z I I N a. U <Nil o 0 • I- ''N 71. N .11 INSPECT r I J AYC GL 3 1/8 x 7 1/2" °% 0 EXISTING BEAM © i CO ~ I 7 I z 0 ATTIMEOF crj II CONT. 0 6 ), SI DS j DEMOLITION TOW I. H L...,........., aU j \ I x DETERMINE m I z 0 LuREPA --I N ��� _ I REPLACER OR LU ii — M i ioW I Imo_ �-f� il ! L �'` 1 it i! 11AYCGL51/8x6 / �" I CN W I I 11 II II �, VERTICAL PER % r II �� 0 �i I 411 11 I, ! 1, I PLAN j �/ ' REMOVE EXISTING tO I Ii i, Ii 1 ' 1 r` z EXTERIOR STAIR AND " it II j I 1 ' F. R - MATCH UPPER LEVEL i;' Ill I: II Ii II R" GUARDRAIL 4- j ALUMINUM IN FILL i�_:1 ii _�_� i ' , PANEL TO MATCH it \ M� _ * REPLACEMENT. I /�� <-1 EXISTING PER + �-�w,� ��"'"� ,� ,,- -,,�-��_ ii CURRENT CODE ) / 1 I LUt . I "M /- WALL LEGEND N 2x6 REDWOOD I _� _N >- DECKING WITH 2 \ 0 ��"' i - EXISTING WALLS TO REMAIN i" SCREWS PER `'' \ o COI ��� � I BEARING POINT SNI -I I y - NEW WALL FRAMING .�___ on* vozo 2-5/8" RIA. M.B. THRU AYC GL � - NOTE- i 5 1/8 x 6IND CONT. 2x8 _. i I I 1 I 1 REDWOOD RIM. REINFORCE ' ---� ' _____„/\,,______-„____.-,-.' ALL ALASKA YELLOW �'., - I : ill i l �I�,11 CONNECfTIONS BETWEEN RIM i - MIDDLE LEVEL FRAMING PLAN I I CEDAR CONNECTIONS ( i TO BE MADE WITH 5/8" — - - ---- ----____�_. _ ._._.____ AND_RE1/ERSE SLEEPER EA. ,I I i SIDE OF GUARDRAIL POST w/ 1 I I1 ' DIA. LAG-BOLTS ..I 11 I ,-_ i I I i 1` 11 COUNTERSUNK AND CLIP ANGLES AND SCREWS. • _..i."._ DENOTES NEW 1!2"TREATED PLYWOOD SHEATHING. FIELD COORDINATE REPLACEMENT OF WATER DAMAGED FRAMING AT TIME OF DEMOLITION. 1/4n _ .I 1`011 NORTH 1111 I(III I I ; } PLUGGED. FILED DETAIL C FRAMING REPLACEMENT MAY REQUIRE TEMPORARY SHORING PRIOR TO FRAMING REPLACEMENT. ALL FLASHING AND WATERPROOFING DETAILS I I bp COORDINATE AS C RELATED TO BALCONY REPAIRS/REPLACEMENT, ROOF INTERSECTION/FLASHING ISSUES, FOUNDATION CLEARANCE/GRADING ISSUES MUST ALL REQ'D. (0 BE COMPLETED PRIOR TO BEGINNING STUCCO REPAIR/REPLACEMENT WORK. REPLACEMENT STUCCO SYSTEM TO BE MD-CLASS E.I.F.S.WITH ��,� MINIMUM EPS THICKNESS OF 1"INSTALLED ACCORDING TO DESIRED MANUFACTURERS INSTALLATION SPECIFICATIONS AND DETAILS. SEE"EIFS i - -- TYPICAL DECK GUARD-RAIL 3/4" = 1'-0" INSPECTION REPORT"BY ASPEN HOME INSPECTION SERVICES, LLC DATED APRIL 28,2016 AND"INSIGHT ALL DECKED OUT"FOR ALL 1 WATERPROOFING, FLASHING,COUTERFLASHING, EDGE AND TERMINATION,AND RELATED DETAILS AND SPECIFICATIONS. I- V fF tttr, r FOF; c01) NC lir- , 6 ,- ..,,._ SIM. c.., r., A r - _ Cil CD 2-LVL,1 3/4 x 11 7/8 • NEW - NEW GUTTER S5 SYSTEM WITH P. (D 11 718"BCV6Q00 16"o.e.----- --\-;---------- 0 a) co HEAT TAPE I r 43 CI A ..._ — - ''',/-------;± l'------:-17: 7-- , -F- -777---2"-.....-....=- ---T=... --• rTh_r . t -7 , L., E 411 , , •,, , . „ - ,, H,1 . i ‘\, 4_ _, I 2-LVL 1 3/4 x 11 7/8 i,, _ !! .1 1 / - IJI / E N- 0 1" -0 CV ,-- X 00 t , , 1 NEyV S_EEPERS ANDIREVERSE LE=RER IPERi SEC ilON ,, S3 ; I , , •1 ) _a a STRUCTURAL SPECIFICATIONS , i E, , , , ,A li 1 . : Ill 11. , a.) a › , , ,, 7 "Bcr 6000 @i6",9.c. 4.i NEW GUTTER 6, .' _';.,/ lin )../ ..... SYSTEM WITH ,------.,"-----,,-------, 6 EDGE OF - \s'• SIM. HEAT TAPE /--- ,..-- ,---- , -, ; 1, 1 I CANTILEVER .,O. gillillibre:._ 1) All lumber shall be Doug-Fir#2 S4S or better,all wolmani.zed lumber shall be A _-_, A , _,, r or . ,....• Hem-Fir#2 S4S or better(all lumber within 6"of finish grade or in contact with ,r • SIM. I .L (/)..Q__ .1 11 , H w 0 K) / ---=--.3 - 7 ,......,„ , ..,. dzi iv 0 :, .1 11 e R "•• ' . concrete must be wohnanized). Provide solid blocking at 8%0"on center in all ,, , 4.. 4 s ( 0 2 -ii LVL,, 111 3/41 x A. It 11 7/8 qk ,/ III Q - 1..., diaphragms. All columns to be continuous bearing to foundation. a is ko 1 , 1/ II 11' Ill II .U. l_F % it el - -___- ---1P. \--7-ftr-- =— t! — 7------ . 3-LVL 1 3/4 x 9 1/4 . -.14. ! ' . . 2) Glulam materials,manufacture and quality control shall conform to STANDARD co , , LE.,—!--- •1 -- --a - • ...r...., ...,. 1 0 [ ' A 4I! 04,4 .0.1moiroi : .1 -- SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF 4 Ix I , V c ADD PLATE 1/4"x 5"TO BOTTOM OF EX. W 10 x 12 -1-• REMAIN- 11. 0' '- , • : • ..... , •• I I 13-LVL 1 3 x 9 11(4 A SOFTWOOD SPECIES,AITC 117-2004 and TIMBER CONSTRUCTION t,..\0' •,..,° ---,- - i 1 i lot --\ I ! II .'' of, / C, .. .____„-- ^-- '-----'Al , MANUAL(5'1'edition)as prepared by AITC. Simple span beams shall be Com- 4, On 1 \ yt. NEW SEPERS AN PiEVEIRSEk ,i ,,, z-1, ,, , 7-1`COVER ALL EXPOSE-) co .co A -:,. • bination Symbol 24F-V4 with no camber. Continuous or cantilevered beams shall A\--.. SLEEPERS PER,SECT6N NS3 Aga r- --z y - - SURFACES OF W 10 x 12 - < . 4, be Combination symbol 24F-VS with no camber. Glulam columns shall be Corn- ;- 79 1 i / WITH SPRAY-ON .-)/ z I S5 1 i _I" • ,-- cc INSULATION ____ _0 \ bination Symbol 3. Adhesives shall conform to the requirements for wet condi- hr tions of service. Exterior-unprotected use Glutams to be Alaska Yellow Cedar. ___ , 3) Versalams(2.0E)are as manufactured by BOISE CASCADE CORPORATION: -E_._..1_..y..._._..\,.. _ 1 1 b , I 1 EXISTING COLUMN EXISTING H W 10 x 30 TO REMAIN u.i see shop drawings and manufacturers standard details, All built-up Versalam + I - TO REMAIN Li -.%, q• beams must be glued with PL400 and nailed with 2 rows of 16(1 spikes @9"oc. ONS TYPICAL N -n-i----Cr; -t 59 P C. w Versalams deeper than II 7/8"must be bolted together with 2 rows of 5/8"di- ameter bolts spaced @ 48"oc staggered. All alternates to be reviewed and ap- 0 cr EXISTING JOISTS TO .. REMAIN ..s0 -... / .<7° SURFACES OF WEST _ 1 ....., -L1.1 11.1 c--,\ 7-0"OF W 10 x 30 WITH --I proved by the engineer. illir.0... •,.. 00. <t). • 4) Sheath floors of exterior decks with treated 3/4"T and G plywood with minimum — s,) SPRAY-ON INSULATION _cow _1 NV span rating of 48/24 or better and glue with PLA00. Nail with 10d @6"oc to all L 11 ,r) W joists,beams and ledgers. Cover decks with 2x6 Redwood with 2 screws per esJ I I bearing point. 1-- c4 _1 SYSTEM MUTIAITEITRH 5) All exterior walls with rotted or damaged exterior sheathing,replace sheathing Zo z- - 1 with 1/2"treated plywood with minimum span rating of 24/0 or better. Nail with 4 -I ?,... IN \---1 r-- 0 < i c() t_il HEAT TAPE — 8d @ 6"oc to all studs. EtlEING 7= W 10 x 15 TO REMAIN \ I --'—ir' , - cc 6) Live loads used for design- -L. CIN \/ \) \''' 1, El -..\,'" 1 0 ih LA (7)._(.0 -21 -Roof-80 psf snow. 0 e . F- OC' •ck 0 -Floor-50 psf residential. .,\\-\ \-" z o • 8..- > c\I > ry. I 0. -Deck-I 00 psf. (<>•‘` • -- co C.) ,c1- LLL- ---•- Li) ...... '. -Wind-1 15 mph(3 second gust),Occupancy Category II, Exposure B. <e/ <2- 49 / W 1 W . x , Asp L1J -Earthquake-Zone C-IBC. 0 -z-c III_ill CC OM 1 7) All construction must comply with the 2015 International Building Code as r J • :, i_C?. UN f..2 .,;\-N 0(Z- • A adopted by the Town of Vail Building Department and the"General Conditions of • _ iN R 1111 VOF 0 — - III CL the Contract for Construction"(A1A Document A201). All construction must be COVER ALL EXPOSED 0 I III------- completed within the tolerances described in the"Residential Construction Per- SURFACES 'OF WEST 10'-0" , NM 0 formance Guidelines"as prepared by the NATIONAL ASSOCIATION OF OF W 10 x 15 WlT-H-SPRAY-ON . i V"' 4 < 0 ..i HOME BUILDERS. a INSULATION CI H I- 0 (.) L __4111 i w ?1 0 **C EL 0 8) All rotted or damaged walls must be replaced with walls as follows- ET_ 1 Fri—WI ---Ii _c _ 71 V) a. „--, - -Exterior-2x6 @ 16"oc. . ,„,---, .- il 1 -Interior-2x4 @ 16"oc,unless noted otherwise. -.. / i• oG. 9) All beams,joists,and rafters are to bear upon walls or beams,or be hung with z "•:7 , ----. SIMPSON Strong-Tic hangers or approved equals. 2 0 tu • STA ,...t, <„., ., 0 r4 a cm„ 0_ 10)All structural members are shown in their final positions properly braced and sup- x -- "Pe) i' : .. ' ....I ported;during construction it may be necessary to temporarily shore portions of EXISTING „...3 JOISTS TO REMAIN ./..,) 7z ''''''-.. Y I' ° L) --.4 6/ (.2 ..-- the structure while other portions arc being constructed. Contact the engineer for 0 <-7-' , 1-- .-., (0 0 rzt > consultation as required, -J 1-0 1 1)General Contractor is responsible for all non-specified connections,contact engi- neer for details as required. The engineer is to approve all structural substitutions. 2 a / . cr) 1.1 12)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, w co . T'At( w Z I-- plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with ap- 2-LVL 1 3/4 x 11 7/8 w/ 0 5/8" DIA. M.B. @ 24" . - m -1 propriate sub-contractors. General Contractor is responsible for the means, eth- z i= 17 I W --.. c. STAGGERED ods,techniques,sequences,procedures,workmanship,seasonal scheduling and u) . 1"-----1}11------- -+ o. al C1.. 1-- lig job-site safety associated with this project. The General Contractor is to verify all 52 1 LU W , nto dimensions and elevations with the architectural drawings. Notify engineer of all CO conflicts and omissions between various elements of the working drawings and i (NI w the existing conditions prior to commencing with that portion of the project. I sr-- ... EX. W 10 x 12 General Contractor is to inspect remodel projects and verify prior use and proper c'' ) I disposal of existing materials(i.e.,asbestos,etc.)as required by code. Identity of . - .„ TO REMAIN 0I. W all existing hidden structural members based upon constmction documents as pre- - . - ''/. co pared by JOHN M. PERKINS-ARCHITECT dated 3-12-90 and visual inspection ,01- > ' --1- -I ---- [----: -I- _... .... --V. 717 Li' after selective demolition. 13)All materials exposed to exterior and or moisture conditions shall be treated for these conditions(i.e.,chemical treatment,staining,painting, damproofing,mem- %-• -+ ol —F—I4 -----\ -1.• „•.:_l_ er) _. i I branes, flashing,etc.)as required by code. All materials to be treated or protected I I i b........ „,, •,-- for fire resistance as required by code. 0 0 -t---- - ' 1111111111b.a.....- - 14)A II areas of rotted framing or related damage discovered around south wall not x‘iP°Ill/ )64°411' i shown on on plans to be inspected by engineer,photographically documented by 11 7/8" BCI /2____‘„,I 1 ._1,_Y2 -An PLATE 1/4"x 5" C) 0.4 general contractor,and presented to owner for approval prior to completing repair r 6000 @ 16"o,c. • 4"l'i CONT. ›- and adding items to structural plans,details and specifications. 15)Completion of the repair defined by these drawings does not imply that the struc- , D ; I i- -17_1 ,---- ^/4" r 2"@ 6" tore as designed by others complies with any past,present or future zoning or NEW GUTTER , ; - •;--- _. building code. All finish details disturbed by this repair to be returned to original SYSTEM ,-- IN\ CV 1 , ' f DETAIL E ,, conditions prior to completion of the repair.Only items requested by owner to be ( A EE ( i' •.11 11,1111,,,,111 ill 'I 111111111 , - _ ,.. . , repaired are included in these documents. 1\ UPPER LEVEL FRAMING PLAN ------\ S2i-- „,.. /,i."= 1,..0” / -- ... 111. Hi 1 • 0 ._....y .__. DENOTES NEW 1/2"TREATED PLYWOOD SHEATHING. FIELD COORDINATE REPLACEMENT OF WATER DAMAGED FRAMING AT TIME OF DEMOLITION. 1/4" = 1'-01 , FRAMING REPLACEMENT MAY REQUIRE TEMPORARY SHORING PRIOR TO FRAMING REPLACEMENT, ALL FLASHING AND WATERPROOFING DETAILS . I -• '. up RELATED TO BALCONY REPAIRS/REPLACEMENT, ROOF INTERSECTION/FLASHING ISSUES, FOUNDATION CLEARANCE/GRADING ISSUES MUST ALL BE COMPLETED PRIOR TO BEGINNING STUCCO REPAIR/REPLACEMENT WORK. REPLACEMENT STUCCO SYSTEM TO BE MD-CLASS E.I.F.S.WITH MINIMUM EPS THICKNESS OF 1"INSTALLED ACCORDING TO DESIRED MANUFACTURERS INSTALLATION SPECIFICATIONS AND DETAILS. SEE"EIFS INSPECTION REPORT"BY ASPEN HOME INSPECTION SERVICES,LLC DATED APRIL 28,2016 AND"INSIGHT ALL DECKED OUT"FOR ALL S2 OF 5 WATERPROOFING, FLASHING,COUTERFLASHING, EDGE AND TERMINATION,AND RELATED DETAILS AND SPECIFICATIONS. r -111 C CV CO 01-24100.110....--041,04,41-1 N d) FIREPLACE CHIMNEY- co 0D REMOVE ALL STUCCO AND SHEATHING ON CHIMNEY, INSPECT INSIDE OF ! N FIELD VERIFY EXISTING CHIMNEY FOR PROPER FIRE-PROOF CONSTRUCTION. REPLACE E.I.F.S. --` SHEATHING IS ADEQUATE FOR STUCCO SYSTEM AT CHIMNEY WITH FIRE-PROOF CEMENTITIOUS STUCCO RE-USE-REPLACE STUCCO TO SYSTEM,SHEATH CHIMNEY w/NON-COMBUSTIBLE 1/2" PLYWOOD GLUED 1 AND SCREWED, REPLACE ALL FLASHING,COUNTERFLASHING,ICE AND MATCH ORIGINAL CONDITIONS WATER SHIELD,CHIMNEY CAP AND STUCCO FINISHES TO MATCH ORIGINAL , -°a l INTENDED APPEARANCE. FIREPLACE CHIMNEY ON ADJOINING UNIT OF I, cv o - 1 — EXTEND ICE AND WATER DUPLEX TO ALSO REPLACE E.I.F.S.STUCCO SYSTEM WITH FIRE-PROOF I, E .8 v - --- SHIELD MIN. 18"UP EXISTING CEMENTITIOUS STUCCO SYSTEM, FRAMING AND t op ERI L ATO.MATCH ! tU WALL TO REMAIN ADJOINING CHIMNEY REPAIR. �� Fri CODE �� 1 �-y PROVIDE FLASHING AND EXISTING ICE NOTE-STUCCO ADJOINING GRILL n :,N rr.�r z. ! EXISTING WALL "`. e �:;f „ 1r.�., Z COUNTERFLASHING AS AND WATER HAS BEEN MELTED BY GRILL. . .„.,� TO REMAIN REQ'D-STEP FLASHING SHIELD TO REPLACE STUCCO ON WALLS � � .w� eV �� ,`'***R---......./1::: ...�`� ,�, 00 ; AS REQ'D FOR EXISTING REMAIN AROUND GRILL w/FIRE-PROOF O y a "- > ,'° R" "'`• SHINGLE SYSTEM CEMENTITIOUS STUCCO SYSTEM. I .� .� ( /..., -., .'ti "?' 1 , 1.20.0.. .._Y.. / l _ _ y I�. 11111 /, i PROVIDE NEW NEW GUTTER / --`_`�" d> h li f i i I' 3 DOWNSPOUT FOR SYSTEM WITH IIS � 16 Q �r 'J �,©� •'r•�� �. EXISTING BEAM �( �1 EXISTING GUTTER HEAT TAPE I // l , ' AP, OR WALL PER I\ --.r ;..-� SYSTEM ( '+� ..►�Oi� E PLAN TO REMAIN I li O - , -Th o� 0 � a EXISTING 61 _I I � I FRAMING TO J '—'--� �— — \ ( I REMAIN 3r' \ DETAIL D S3 / • ° • LIVING /� i 01 i ,S3 NOTE- 314"= 1'-0° i____ __ i S3 ,1• ..) DEMO AND REPLACE 1 1 - 1 EXISTING CRICKET i I - �1 �`, , L___ NEW GUTTER EXISTING SHINGLE I I D DINING TO REMAIN , . ' SYSTEM AS REQ'D I Li S3 (3 TYPICAL) 1=-- ,-f '- SYSTEM WITH 1 -----,,,7-- ,,I I HEAT TAPE } I r �--�'�'''''' -----'47 :, ,-,/, -',„ A 1 an 1 m1444 I r/ -----1 _ �, t + ��a ==A=te fa I MI = ¢ 4. 4^ I U D ; EXISTING I Icc r O GUTTER I ,, z -J11 au il. SYSTEM TO U _ r _ • 4 I Ela 0 REMAIN _ - _ l yw E. o ------4 .--4-f-,f- _ Q C PROVIDE HEAT t `p I 1 • d TAPE z U _ q : QQp m IL Lcro 0 Zo Lu ce ' ' -,-'-;,---,----7- , ', '-ilt I Q 'Q ,J F- <r)D i r \/ � co ii - x 1 II I U Q — f- , I fili 0 >, rI ._,1 1-0 I- ' ... / , \,.\\ w / `�J F,.. 1 I C`3o I /'� r---_ -__- 11 + I coI I \- �j -1\ Li �._ i" I r--F---------IT -1 1 t , I ''/ / ` 4.-0"L_ \ / ----_ I I _ TYPICAL .' CO is i V ` ■ _ D t__ Li_IO N"'"'*I 7 / i C1 _ ts I i DUPLEX ROOF PLAN _ NOTE-REPAIR STUCCO ON NORTH WEST AND _ _ riE t- EAST - REPORT TO EXTEND THE LIFE OF THE EXISTING D ' SIDES OF BUILDING IN ACCORDANCE WITH ATTACHE pi th NOTE- 1/16" _ 1-0" �■ NEW GUTTER STUCCO SYSTEM. 1 I SYSTEM WITH AS A SEPARATE PROJECT,COORDINATE WITH ADJOINING OWNER, -� ..__�, r �I�I 'i� I I I....:�. HEAT TAPE t I 1 f REPAIRING ALL ROOF TO WALL FLASHING TO CONFORM WITH DETAIL FRAMINGROOF PLAN I I i i i' 1 D/S3 AS SHOWN. NOTE CHIMNEY REFERENCE ON SHEET S3,ALSO i LA I� 111 i i PORTION OF SEPARATE PROJECT. REPAIR DECK DRAINAGE ABOVE I ` ' I I ill GARAGE TO PREVENT FUTURE DRAINAGE ON TO ADJACENT DRIVEWAY, - 40 SHADED AREA DENOTES HEAT TAPE COVERED AREA. 1/4" = 1'-0" ' _,..y„,._ DENOTES NEW 1/2"TREATED PLYWOOD SHEATHING. FIELD COORDINATE REPLACEMENT OF WATER DAMAGED FRAMING AT TIME OF DEMOLITION. i , I bh I FRAMING REPLACEMENT MAY REQUIRE TEMPORARY SHORING PRIOR TO FRAMING REPLACEMENT. ALL FLASHING AND WATERPROOFING DETAILS RELATED TO BALCONY REPAIRS/REPLACEMENT,ROOF INTERSECTION/FLASHING ISSUES,FOUNDATION CLEARANCE/GRADING ISSUES MUST ALL BE COMPLETED PRIOR TO BEGINNING STUCCO REPAIR/REPLACEMENT WORK. REPLACEMENT STUCCO SYSTEM TO BE MD-CLASS E.I.F.S.WITH MINIMUM EPS THICKNESS OF 1"INSTALLED ACCORDING TO DESIRED MANUFACTURERS INSTALLATION SPECIFICATIONS AND DETAILS. SEE"EIFS � INSPECTION REPORT"BY ASPEN HOME INSPECTION SERVICES,LLC DATED APRIL 28,2016 AND"INSIGHT ALL DECKED OUT"FOR ALL 1 WATERPROOFING, FLASHING,COUTERFLASHING,EDGE AND TERMINATION,AND RELATED DETAILS AND SPECIFICATIONS. I' 1-1,,,oin glf \/A it .0 cv (4) a!) =0FlCAIDE - co , .;. ' F"--7—", a 1"-• r- 0) CO r e e ,• COCie: -------- -- - - . . E .„... 0 •,:t• ^0 t, co • E 0., ,.... x 0 12 12 n 0 0 4 1 —1 4 --. (1) ....,C o • _:• a .63 ----- ----._ _,--- --- -Ala' --- ...._ -_,...._ D __ ____-- - , ------ _- .,,, -__ Lyi.....-1,-...L.:*::',.."'I.411:7„,j .71,1>,;.igtil ler _ . - ...-----i r-----___ __----_--- 1 i r--- --- ------„, ---_,_ .-„,.-____ .,,,,„---------' -------------- - ___,--;-___-- ---, '--„, SI). -____ O., _--- , „--- I 1 / , , ---"-i 1 --i--- ----_„,, / 4*--4 .200.0- Ii i —11 1 75,----- i 1 i 1 i ,____=-_-:----i C-3 , i , 1 , , 1 , 1' 1' C) . , , , , , 1 i _ 0 NSF . ,_._„....... ../... 1 / N 1 I / N 11 1 11 ,;;" N Ill V N. fl Iz. N I ' / I I Iv .-- ' , -- N ' ' I I I / 1 I 1 ; I/ . ; L_ N / 1. N _i , _ _, -1 L A I 1 : 0 -_-- _..., i S5 UPPER LEVEL -------,.-------..)-,--. —77 ----- r-- ----T- --,H------ gC ----1 - RPM ir \ 11 A . / \ _____ _ gel CIN 11 >i S5 ///0 N \ _ ___ : 1 /- , ' . , __, , r\------- - ------Th-n - , 1 (----- 1 i I 7 1 . 1 1 / i \ 7 i i 1 N I I 1 / 1 W 11 i 11 / ! , N /)1 z ' CIN> c, : ,.. I i// i 10 \\ 1 / < N... i , 1 7 i . 1 : LIG o 1 __ ___.:u 4-÷ - \ 1 / L N 1 i N d i i , , 7' 1 \ d 1 i NJ < i N t__. 1 . . ct_ REPLACED STUCCO AND PLYWOOD- —1-1 ( _...0:)! ERNEGF)LAINECEERDTSOTUINCSCPOEAcTNDFRPALYMWINOGOADT- 1 Agilli ENGINEER TO INSPECT FRAMING AT i i A i-- i Mr TIME OF DEMOLITION 77/ MIDDLE LEVEL 1 i 1 1 - --3 -- _ S5 - TIME OF DEMOLITION I E"- 0 j-c < • 2:' FilitCL CL CI ---- 0 CC --I F- 0 7:'t tii▪i CNI CL. ° , - 1) • ....F [ --1 i — — - z N. i i , --7-----1 N i z '''.--) (.0 0 0 /- (2) z> I 0 I 1 <ID /I' rf z) c) ....1 LO N z 1::::1 - N cv. 0 tYi N z 1 4—* ,41 1,.. 40— N. ---r Ct ...i._ — I , , LU . t __.1 / ) Z I- 6"MINIMUM / (7-7 ...ie s3 2 gl IA FRAMING TO i I I 7------j ---ii ..._ GRADE i I , L. / 1_,.,„—., LU 0 LOWER LEVEL TYPICAL L._ ----.2: 7 , / 7 1 -) (1) . . . 1 --"jk. r.1 aNlimmorm /I . '------',,,---•-• .,/ z.'. -' \,,./ ------ ----....,./----- ,------. / 7--------7 ROOF GUTTER DOWNSPOUTS INTO i Zet°"*".........1.7-'----'7 BELOW GRADE DRAINAGE SYSTEM ,-- SLOPING TO DAYLIGHT TO THE WEST — — — --) ) — /1 > — — — u j . 7,-------7--' 1 l'4'\\ _ETR_ELAN _ — — — — ____ --- ---- ( ''''''72- ----- ---- ---- ---- -a— ----- ---- ------ ---- m.-- ----- __a ______ m ______ ____ ----,-- ---- ,,,--.,/ ._.__-.-,/''-_,....,/'''------------7 CO 'N,.. Y\\___/'-----1' ----' '''-----'' "r"' 7,-__,, 0 ,,,,, /,‘ ,,, '------"''--,___,-/N,___.-7 N,-.______,•-V C\I \.,____,,,,_, _____,/,,___ ,____„/\,,,_ ___.7,/\..,...____zz ----- ,,,,,,,_ __,,-......_." ---...._____.-- --...._____--, >"" -I PARTIAL EAST ELEVATION SOUTH ELEVATION I I --) 1 .1.— i (\I it I 1/4" = 1/4 = 11-0" . . " 1 1111 I 1 q illi hi ...-1 1 ill I J1 II ifiiii .1i . I/I p r_ OF 5 ] - --__ - ( 6 N I •— N CARLISLE 60 MIL SINGLE n wr `� TREATED REDWOOD REVERSE 2x6 REDWOOD DECKING ^ , SLEEPERS BEARING ON WITH 2 SCREWS PER PLY MEMBRANE WITH PROTECTION BOARD BEARING POINT- SCREW CARLISLE PROTECTION / INTO REVERSE SLEEPER DRAINAGE BOARD N ONLY!! N E o mimmummi ,, N " O o O U comm.rr.,,q�/MOM/r��,AWAS,fs�srrfsvrf..� MIGOZ TW 4' TREATED 3/4" PLYWOOD I ,j o m a > I` _- - _-_ -=_- -- `-- GLUED AND SCREWED 4. , , I TAPEREDlb 4/ \*4. �� TAPERED LVL GLUED AND 4I MIN. 4" SPRAY-ON-INSULATION .�' ��R���'' .,� SCREWED '. 4 i _ BENEATH ENTIRE EXTERIOR DECK i:111�i <c\ .., '-- -- -- --- ABOVE LIVING AREAS AND MINIMUM r- 1m . --) i - -� 1" SPRAY-ON INSULATION AROUND f N --, �- /'� ,� ç i (f tr` ) { �� fEXTH TO REMAIN ! �, 1 l ' \ � ��, ;'� 1 EXTERIOR DECKS ABOVE LIVING rt € E • � �t ` ••'' t`��•� J - ( 1 % ��.j I - ) c 1 AREAS. n.,(-1 t lr = ,, I " v!( e�' � t _ f �� ` �� _ FIBERGLASS BATT Dade;7.,___wv. _1_,_,_ ~._..�. _ . , --- INSULATION By:____ _ m �. , _ 5/8" DRYWALL OR SOFFIT NOTE- MATERIAL TO MATCH 4" SPRAY-ON INSULATION AND EXISTING FIBERGLASS BATT INSULATION NOT SHOWN FOR CLARITY. B DETAI-L B AYC GLULAM 3 1/8 x 7 1/2 ALUMINUM INFILL PANEL TO MATCH EXISTING PER Mr1 1/2" = 1'-0" CURRENT CODE AYC GLULAM 51/8x6" NEWEL __ POST PER PLAN w/2-5/8" DIA. II M.B. THRU RIM 1' 1 I I CC I _ { .141 � j CC U 1- AYC GL 5 1/8 x 6 - AYCGL51/8x6 la [¢L PROVIDE FLASHING AND COUNTERFLASHING I -1 0 6 U AT ALL THRESHOLDS AND MINIMUM 18" UP 2x6 REDWOOD DECKING w/2 FLUID APPLIED CARLISLE 1- WALLS ADJACENT TO MEMBRANE SURFACE SCREWS PER BEARING 60 MIL SINGLE PLY �, p p POINT-SCREW INTO MEMBRANE WITH 0 DOWNSPOUT/GUTTERdm REVERSE SLEEPERS ONLY! CARLISLE PROTECTION/ i ' I __.I CC ' 3" t SYSTEM BY OTHERS WITH DRAINAGE BOARD raj I Q / % SIKA JOINTS 'L� I (V D- 0 I REDWOOD "2x" REVERSE TREATED 3/4" PLYWOOD U GLUED AND SCREWED C _i WALL BEYOND PER SLEEPERS @ 16"o.c. L. i � 1 }� EXISTING FRAMING TO PLAN 1 t ABOVE EXISTING JOISTS U Q U) p REMAIN I----i �- ---; - ----------f--- TAPERED LVL SLEEPERS ,,J LO GLUED AND SCREWED m el M �� Z 1 ' NI S5 p �1 C7- I i77.7, 47;74,rr, ` ,.. r ! .dll/IdAlldi ' .� ' 12 - ',:.4-M ( g M� — Ail G7.7, 7diDl/�m10,7Jilnma i" M . e p _ _ - 1.Mgr o 4.Nor " pr .NlirlrAWAIWOmilyrff AIEF air— tirNIVAlar NVIIITMMIIIIV ' ----- "0 ---= I IN ' 1 r " -----1 i trA -- -4 I I r -'I a r4I I-r4 I 1 I - 4 A,4 4 1 re h '- i \ i , 0., 4 �! to REDWOOD 2x8 CONT. _� i .. _ _ PROVIDE METAL ( $ SCREWED TO REVERSE �: �►. r �, FLASHING INTO SLEEPERS. I Q" --In I , i A ( ; (1-'111110 , GUTTER SYSTEM I \ ( (/ I I \ i \ / ,, l \ A __ _ T _ ._ _ _ _ _,_ — — ---- �`� DOWNSPOUT/GUTTER } J U \__,/ u Li L\J / ' ___,' ' yT , ,_ .,_/ ,__y) , _J-L__---- , Ly -\_/ , .,/ J , \,/ L j L \ 46.. +— f ( ! I ____--- --` SYSTEM BY OTHERS MINIMUM 4"SPRAY-ON INSULATION BENEATH FIBERGLASS BATT REPLACE ALL DISTURBED j ''I i I i _________________ u'_�� -� WITH SOLDERED JOINTS D ENTIRE EXTERIOR DECK ABOVE LIVING AREAS INSULATION DRYWALL TO MATCH I I 1 it l! 1 �^ ----------------�'��---- AND MINIMUM 1"SPRAY-ON AROUND EXISTING EXISTING %' 'I `ilk ___ _ ------ :0,1 L- STEEL BEAMS BENEATH EXTERIOR DECKS. �;i I, J� r - DOWNSPOUT/GUTTER 1 i SYSTEM BY OTHERS i�. .. N--- ' .I Il 1111 1p (A) DETAIL A I I ` ! WITH SIKH JOINTS,, S5NOTE- REMOVE EXISTING DECK 1 1/2" = 1,-0" CONSTRUCTION TO TOP OF ` iII I 1111 EXISTING FLOOR JOISTS. f S 5 OF 5