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HomeMy WebLinkAboutB08-0279 PlansINDICATES FOUND No. 5 REBAR 0 0਍ഀ WITH A 1 1/2" ALUMINUM GAP NOTES; o~ ~r਍ഀ L.S. No. 30091 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON TH£ a rn਍ഀ MONUMENTS FOUND AS INDICATED HEREON. x਍ഀ s ~ U਍ഀ ' ~ T QO 2) HE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN `~i HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. J fl ~ }W~^ ~ ~ ~਍ഀ WJ }~w~ ~ ~ WJ 4`਍ഀ 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY y. 'S` ~ LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE ~ o~~ 0਍ഀ . : AR AF ci ~ , S9 YE S TER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY Q} a4~਍ഀ ; Qaa ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ~ ~ .਍ഀ THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. a511f O ~ t,"3 to਍ഀ ~ 30.9' k਍ഀ ~਍ഀ tt JJ tt) 1 W rC~ s ~"9਍ഀ W 4.ti਍ഀ U~~vr GRAPHIC SCALE C~ r ~q3 I਍ഀ ~'~~N rn T ~o o s ~o zo h ao਍ഀ z~. , ~ n . -J n਍ഀ `1 a t ~ 4.6' ~ « d~ Jf$~ , n (IN FEET )਍ഀ ~ E ~ Q E 1 inoh = 10 ft.਍ഀ p, 0.70 w 4 ~ ~ ~i਍ഀ 9.3' N t7 1 g 28,08'਍ഀ Q 94.4' ,਍ഀ ~ ~ ~ ~i 142'37' a ' ~ 142'37 a . a a d fl.7 a ti਍ഀ (k 1,3 d s ~ ~ c ~ aye ~ 127 23 ? 6 k d ~ a e~`'਍ഀ LET ~ ~ a. 4 n H਍ഀ f r a q 0.7 a a 4 > ° 80'40' 0਍ഀ V7 1 r ~ ~ ~a ~ .a 4. a c~ ~ FLAGSTONE ~ S80'15 ~ E 127.23 94 ~ ,A . ,਍ഀ m ~ PATIa 4.00 ~ t n. 1~? 142'37' ~ g ' . , .਍ഀ ~ WALKWAY ~ • ~ X09 ~ a 4 as CCNCREIE PRTIO sin w ~਍ഀ TYPICAL) 127 23 ~ ~ O 9.9' 15.4' N ` , (TYPICAL) `"~4 ~਍ഀ ' a 142'08' ~ ° ,਍ഀ r, 11832 cs 90.3਍ഀ ~~-y-0.4' J. T਍ഀ ~ VAIL TOWNHOUSE CONDOMINIUMS਍ഀ LOT 3਍ഀ ..n ~ UNITS 3A & 3B `~,~W~਍ഀ G,g'਍ഀ t N ~ ~਍ഀ PLANTER 8.3' ~ ~ ~਍ഀ H਍ഀ SOT 4 LOT 5਍ഀ ~ LOT 6 W ►-a਍ഀ ~ WOOD DECK 1 Q? OQ਍ഀ (TYPICAL) 0.9 LOT 7 W ~਍ഀ i 10.6 ~਍ഀ ~ EC. - ~ ~ ~਍ഀ o - w l o io METER ai 1 ~ ~ ~ 2਍ഀ G.E. ~ PARKING PARKING ENTRY EL CLOSET਍ഀ GUEST L.C.E. ~ ~ - 8170.1 ;ty ( ) >r਍ഀ UNIT 2A g~2 T METER O PARKING a k , ---~3.2' CLOSET ~Q਍ഀ L.G.E. ~ a '"`t ~਍ഀ UNIT 2A a ~ O ~ c0 H ~,3. • ss, R਍ഀ PA KING T5 ~ ~ ' PARKNG .5 i Q L.G.E. L.G.E. R T. WP,LL ~ ~ ~਍ഀ UNIT 2B UNIT 2D y ro਍ഀ (.PICAL} ~ o਍ഀ 'cis' FLAGSTONE BUILDING a'_਍ഀ • ' " 8 PARKING f (TYPICAL) ' - 95.7' OUTLINE L.C.E.਍ഀ ~ ~ UNIT 3A PARKING ' ~ 1 i 5,2~਍ഀ t~ L.G.E. +o , ~ ~ UNIT 3B਍ഀ Q~ PAR ING ~ ~ w ~ I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION GERIIFIGAIE WA L..E, PREPARED FOR DAVID & DEBORAH BOILLOT THAT 1T IS NOT A LAND਍ഀ SEWER MANHOLE 0380 w UN 4A PARKING j` 6~0' SURVEY PLAT AND THAT IT IS NOT TO BE RELIED UPON FOR THE਍ഀ RIM ELEV. = 8167.2' c7 I.G.E. ~ ~ a S 9 , r ESTABLISHMENT OF FENCE, BUILfliNG, OR OTHER FUTURE IMPROVEMENT QO, UNIT 4A `L`~ 7 ~ LINES.਍ഀ PARKING .6 i # ~ L.C.E. ,਍ഀ N69'25 00 iN N ~ UNIT 4B P KING ~ , I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBE਍ഀ PARCEL ON THIS DATE 4 24 2008, EXCEPT UTILITY CONNECTIONS, AR ' U IT 5A PARKING ~ ~ ' ~.~g ~ , ENTIRELY WITHIN THE BOUNDARIES OF 111E PARCEL, EXCEPT AS SHOWN਍ഀ L.C.E. THAT THERE AR NO r UNIT 5A ' E ENCROACHMENTS UPON THE DESCRIBED PREMISE.਍ഀ IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, A INDICATES A PARKING _ THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT਍ഀ LC.E, Q PARKING BOLLARD GROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOT਍ഀ + UNIT 5B PARKING r r L.C.E.਍ഀ PARKING 3Q UNIT 6B L.C.E. PARKING਍ഀ UNIT 6A I.C.E, ,਍ഀ UNIT 6A ~ ,਍ഀ INDICATES FOUND A 1" • , ~r/!'r~ ~01 ~ -਍ഀ BRASS WASHER WITH OQ SAMUEL H. ECKER A NAIL ,z~ , COLORADO P.L.S. No. 3fl091 ,~F p ;਍ഀ 00 Vy 2f ~ N85 56 3਍ഀ 13, ~ ~ , 13.15਍ഀ .t਍ഀ T`਍ഀ oy, t,,,r O 07਍ഀ Nlr਍ഀ ~ d~~' 'd°਍ഀ ~ C? X਍ഀ }਍ഀ i਍ഀ ll)਍ഀ -਍ഀ p, ~ i਍ഀ ~NC7Y~DON ,4N~7 HC~~'KIN~ ,~RG~#IT~GTS, THE M.1 MU~l.1,~ER G0. ING. B~~B~~A SUTH~਍ഀ P.Q. pax ~~~a P.O. Bax 2747 P.a.਍ഀ VAIL, COLORADO 81658 VAIL GC7L01~AD0 ~E658 GIB OR ~~NVILL~, N਍ഀ (~~70) x`16-2201 ~~~03 476-2627 (252) ~਍ഀ `_`t_਍ഀ A 0 GOV~R aH~~T DRAWING IND~x਍ഀ GODS INFORMATION NOT~~਍ഀ i਍ഀ ~਍ഀ -AI FXI~TING BA~FMFNT LFVFL I✓LOOR PLAN਍ഀ FXfSTING FNTRY LFVFL PLAN਍ഀ ~-A2 FXI~TING UPPFR LFVFL FLOOR PLAN r__਍ഀ EXISTING ROOF PLAN਍ഀ FxISTING BUILDING ELEVATIONS਍ഀ .਍ഀ f DEMOLITION NOTES਍ഀ GENERAL GON5TRl1GTION NOTES਍ഀ FIRE RESISTANCE ASSEMBLIES਍ഀ l~ 2 PROPOSED BASEMENT LEVEL FLOOR PLAN਍ഀ PROPOSED ENTRY L~V~L FLOOR FLAN਍ഀ A 3 PROPOSED MAIN LEVEL FLOOR PLAN਍ഀ PROPOSED 8001" PLAN਍ഀ A ~ PROPOSED BUILDING ELEVATIONS਍ഀ A 5 PROPOSED BUILDING SECTION ~I਍ഀ PROPOSED DETAILS਍ഀ A 6 SCI ROOM INTERIOR ELEVATIONS e਍ഀ WINDOW SC}-fEDULE਍ഀ a .਍ഀ SI MAIN LEVEL FRAMING਍ഀ ROOF ~ UPPER LEVEL FRAMING s਍ഀ 52 DETAILS਍ഀ z~ ca : ~u਍ഀ OR den,਍ഀ RIM਍ഀ ~ o~਍ഀ t*,. tw-਍ഀ U oX ~਍ഀ t,~਍ഀ Q਍ഀ r°਍ഀ R~ 0਍ഀ C3 m ~਍ഀ m~਍ഀ ~ tL ~਍ഀ id p.l਍ഀ ~`Z ~ 0਍ഀ ~ ~ ~਍ഀ ~a r ~਍ഀ N਍ഀ U IN T 2B UNIT 3A UNIT 4A਍ഀ O਍ഀ u~ir anan ` ~ u~~r u~lr਍ഀ MEGH.਍ഀ 0਍ഀ UNIT 3B਍ഀ SKI ROOM਍ഀ 5TOR.਍ഀ ~~oo,~਍ഀ UP਍ഀ r਍ഀ n~GK਍ഀ STOR.਍ഀ DN up r n~~K਍ഀ V~aTIBULE਍ഀ Ivy. afro'-I i1a~° ~3~11Li~ G਍ഀ ~~lT Y ~਍ഀ ----WOOD >vNTI~,Y਍ഀ _ L1~NDING਍ഀ - GONGI2~T~ f'OP~D਍ഀ FL~1~H WITH ~PHALT਍ഀ a਍ഀ PLRNT~R਍ഀ ~r2ONT BUILDING ,~~f'HA~LT PaRKlNG਍ഀ BBTB,~GK LlNB ~1~A਍ഀ ~ ~਍ഀ UNIT 2D UNIT-3A 8 3B UNIT 4A U1~IT 2D UNIT-~~ 3F3 ENTRY U~lIT-~fA (4B f~lT1~Y~ ~ ~ ii ~ _਍ഀ r;,, ~~f਍ഀ EXISTING T਍ഀ  T .਍ഀ f=LCCR FLAN ~V # Em 3 A!ovmEmw=M"t:N਍ഀ =NT"K`**Io' L t"LOOR PLAN ~:P਍ഀ A E-: 4" w (1-0° PLAN U SCALE: 1/4" = V- O" FLAN਍ഀ NORTH N©RT14਍ഀ F਍ഀ ~.~y it V/਍ഀ l (r{ (h(}਍ഀ Y ~ Q ,k~'਍ഀ _ ____a _ _ ~ ~ ~Q਍ഀ / ~ ~਍ഀ ~਍ഀ \ f ~਍ഀ y~ ~਍ഀ MA~5T~i2 ~ ~ o਍ഀ S~nR~7C7M਍ഀ ~ I~਍ഀ 0਍ഀ ~ ~਍ഀ I ° ~ ,਍ഀ a { ~ ~਍ഀ r ~ l Q਍ഀ ~ ~ ~ ~਍ഀ ~ ~I E਍ഀ I਍ഀ C~ ~ ~ ~ ~ ~਍ഀ c~ I਍ഀ I711~fNG I ~਍ഀ a ~ ~ _ _ _ I਍ഀ iCfT`GH~f1 i਍ഀ ~ 1~ r~਍ഀ ~ I i~ rt fi਍ഀ _i ~ f ~ i ~਍ഀ C ~ ~;i ~਍ഀ Uf`!17 2f7 UNf~" 4~ Uf~(fT 3B ~ ~਍ഀ I਍ഀ ~Lc7~~2਍ഀ e~~i~-a ~rl~~~ ~ ~ ~਍ഀ I ~ ❑਍ഀ LIVING ~ ~਍ഀ u~਍ഀ I ~਍ഀ ~NTf~Y ~ ~ ~ I!਍ഀ C~਍ഀ I ~਍ഀ _ __....1 ~ ~ ~਍ഀ I I਍ഀ I I਍ഀ ~ bN.਍ഀ I ~i I i਍ഀ I~਍ഀ ਍ഀ r~N[?INCa ~ I ~਍ഀ ~ EL. 8l7~ -I I/2 ~ ~ , ~ I ~਍ഀ ~ ~ ~਍ഀ I~ ~~.....~_.~J਍ഀ __.a. _ _ ~ ~਍ഀ ~I I਍ഀ ~਍ഀ ~ ~਍ഀ ~ r ~਍ഀ ~ ~ ~਍ഀ ~ ~ ~r r-਍ഀ ~਍ഀ UNIT UNIT" 3~3 UN1T 4B UNIT 2I~ UNIT ~B UNIT 4~ ~ E-~਍ഀ ~ ~਍ഀ iomi r l l wa0 rrrtl 111 1 a~ ~ a~ . ~ i ~ ~ i .fit t ~ ~ _਍ഀ tXISI INCA ? I T I NCB 000% ,Oft rFl~ z਍ഀ MAIN lmr=\IE!Iww FLOOR PLAN਍ഀ 50ALE: 1/4" = 1'-0p FLAN਍ഀ NORTH NORTH਍ഀ orn਍ഀ ' C~. ~ u~ ~਍ഀ ਍ഀ -਍ഀ .਍ഀ SEGONO FLOOR਍ഀ UNITS 5A ENTRY LVL ii . ~ . I਍ഀ T.O. FLOORING਍ഀ EL. 6161'-~• ~/6° ; , ~ ~ . . ~ , i~'਍ഀ ~ M1 •਍ഀ UN1T5 3B STI~IR LANDING . , • , .਍ഀ T.O. FLOORING •਍ഀ I FIRST FLOOR _਍ഀ UNITS 3A ENTRY LVL u ' .਍ഀ T.O. FLOORING I ~਍ഀ EL. 61~~'~3 5/S" I ~਍ഀ FIRST FLOOR਍ഀ I UNITS BA ~3B VESTIBULE •਍ഀ T.O. FLOORING਍ഀ EL. 610'-I 1l4"਍ഀ UNIT 2D UNlT-3A ~ 3B਍ഀ ~ .਍ഀ •.t.. , .਍ഀ UNIT 3B . , , ' .਍ഀ MAIN LEVE ' • . .਍ഀ T.O. FLOORING਍ഀ EL. 61ST-4 • . ~ : ,਍ഀ ~ „ STAIR LANDING਍ഀ . ' ~ ~ FINISH FLOOR਍ഀ . ..r..,, .਍ഀ •਍ഀ UNiT 3I~ ~ 3B ~ ~ „ • . . '਍ഀ ENTRY LI*VEL '਍ഀ T.O, FLOORING ~ ' •਍ഀ EL. 61 ~2'-3 5l6" •਍ഀ ~X15TING WEST ELEVATION I N A I M. X 1 I N਍ഀ SCALE: I/4" = I'-O" 50ALE: 1/4"'--' V -O"਍ഀ ~1; 1 j਍ഀ orn਍ഀ N਍ഀ ~਍ഀ fL} 4਍ഀ m p਍ഀ I, PRIOR TO THE START OF CONSTRUCTION, FIELD VERIFY THE EXISTING CONDITIONS AS IT RELATES I. PRIOR TO THE START OF CONSTRUCTION AND DURING THE D M ~਍ഀ E OL(TION PROOFS, TO THE PROPOSED CONSTRUCTION AND NOTIFY THE ARGHITEGT AND STRUCTURAL ENGINEER OF CONTRACTOR WILL FIELD VERIFY THE PROPOSED DIMENSIONS WITH FIELD GON);~਍ഀ ANY CONFLICTS, DISCREPANCIES, ISSUES OR CONCERNS. NOTIFY THE ARGHITEGT OF ANY DISCREPANCIES,਍ഀ 2. ALL CONSTRUCTION DEBRIS AND MATERIALS TO BE DISCARDED ARE TO BE STORED IN A 2. DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH AND THOSE TO THE F' DUMPSTER UNTIL THEY ARE REMOVED FROM THE SITE. ARE TO FAGS OF STUD. FIELD VERIFY DIME A਍ഀ NSIONS ND NOTIFY THE ARGHITEGT DISCREPANCIES.਍ഀ 3, PRIOR TO START OF DEMOLITION ALL ASBESTOS GDNTAINING MATERIALS AND CONSTRUCTION਍ഀ NAVE TO BE ELIMINATED OR MITIGATED PER TOWN OF VAIL REQUIREMENTS. SEE CODE 3. THE FLOOR ELEVATIONS INDICATED ON THE PLANS ARE APPROXIMATE AND SHC਍ഀ INFORMATION NOTE 8 ON SHEET A-O. VERIFIED FOR THE PROPOSED FLOORING TO ALIGN WITH THE EXISTING.਍ഀ 4. PROVIDE INSULATION AS FOLLOWS:਍ഀ A. EXTERIOR WALLS R-iq MIN. FIBERGLASS BAIT਍ഀ B. ROOF/ATTICS R-30 MIN, FIBERGLASS BAIT਍ഀ C. FLOOR CEILINGS FULL FIBERGLASS BAIT਍ഀ 5. THE CONTRACTOR AND HIS SUBGONTRAGTORS WILL NOT USE ANY MATERIALS Tt-਍ഀ ASBESTDS.਍ഀ 6. 2O MIN FIRE RATED GLASS DOOR AND FRAME: PROVIDE A LABELED ALL GLA਍ഀ FRAME AS MANUFACTURED BY "SAINT-GLOBAIN VETROTECIH" {888 803-533਍ഀ www,vetrotechUSA,com OR EQUAL APPROVED BY THE ARCHITECT. PULL AND LOS਍ഀ DESIGN AND FINISH TO BE SELECTED BY THE OWNER FROM STANDARD AVAILAE਍ഀ 7. NEW WALL BETWEEN UNIT ;3-B ENTRY ~ STAIR AND CORRIDOR.਍ഀ A. REMOVE EXISTINGa DRYWALL.਍ഀ B. EXISTING STUDS TO REMAIN.਍ഀ G. PROVIDE I-HOUR FIRE RESISTANT ASSEMBLY NO.I AS DESCRIBED BELOW ,਍ഀ NOTE NO. 7.਍ഀ 8. VERIFY WITH THE OWNER IF ANY EXISTING FINISH MATERIALS ARE TO BE REPAA(਍ഀ REFINISHED AND IF ANY wALL OR CEILING SURFACES ARE TO BE REFINISHED,਍ഀ H. ALL NEW FINISH MATERIALS AND COLORS ARE TO BE SELECTED AND APPROVE਍ഀ IO. REPAIRS TO EXISTING CONSTRUCTION AND FINISHES -VERIFY WITH THE OWNER 11਍ഀ REPAIR DAMAGE OR DEFICIENCIES TO THE EXISTING CONSTRUCTION AND FINISH਍ഀ SPECIFICALLY NOTED IN THIS SET OF DRAWINGS. THE CONTRACTOR SHOULD NO OF ANY DEFICIENCIES THEY NOTE AND ASK THEM IF ET SHOULD BE CORRECTED.਍ഀ .y਍ഀ ..e਍ഀ ਍ഀ ~Y~~ ,~~~4GIA~~IUN ~-a4 5Tr✓਍ഀ ~0 ~ N0. ' 3~3© L C~~~~.I~ ~-~HDU~ ~IR.~ ~t7~1N1~ 1~T~~?N~TION~.,.1਍ഀ r~YP~iJNi WC~1.Bt~A~Rl7 ial~1NT G~#A~5਍ഀ lr~~..~+rlot~, Gov਍ഀ RE5ILIENT CHANNELS 24" O.G. ATTACHED AT RIGHT ANGLES TO aNE ; , . ~ , ~ ° ~ THICKNE55: 5-518਍ഀ SIDE aF 2X4 STUDS !b" o.G. WITH bd COATED NAILS, 17i6" LANG,਍ഀ a.46b" SHANK, V4" HEADS. U2"x 3" GYPSUh1 WALLBOARD FILLER APPROX. WEIGHT: 7 P5F STRIPES ATTACHED TO PLATE AT FLaOR LINE WITH bd NAILS. aNE਍ഀ LAYER 5/8'" TYPE "X" GYPSUM WALLBaARD .OR GYPSUM VENEER FIRE TEST: OSU T-3127, (O-4-b5 is਍ഀ BASE APPLIED PARALLEL TO CHANNELS WITH I" TYPE S DRYWALL ` ~LC)~71~ U~' R~ SOUND TEST: RAL TL77-138, 5-5-77 .਍ഀ SCREWS b" O.G. A7 HORIZaNTAL JaINTS AND 12" ©.G. AT , < : a : GUN~JTRUGTIpI INTERMEDIATE CHANNELS. I If2" GLA55 FIBER INSULATION 0.6 PGF਍ഀ ' FIRE SIDE STAPLI=D Ta 5TUD5 IN STUD SPACE.਍ഀ OPPaSITE 51DE: aNE LAYER 5/6" TYPE "X" GYPSUM WALLBOARD OR 22.WOaD J415T5, FLOOR਍ഀ GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO STUDS Wf7H bd TRU55)=5 AND FLAT a;r਍ഀ NAILS 8"t~.G. PITCHED ROOF TRU55E SPACED A MAXIMUM 2਍ഀ END JOINTS STAGGERED 48" aN OPPOS{TE SIDES. SOUND TESTED o.G, WITH I/2" WOOD਍ഀ WITH 3-I/2" GLA55 FIBER. INSULATION IN STUD SPACE. (LOAD BEARING) STRUCTURAL PANELS V਍ഀ EXTERIOR GLUE APPLI! RIGHT ANGLES Ta 7oP਍ഀ JaIST OR TOP GHaRD _x਍ഀ TRU55E5 WITH 8d NAIL"਍ഀ NC~T `fp SG,~L.E ~ THE waaD STRUGTURAi PANEL THICKNE55 SHA਍ഀ NOT BE LE55 THAN NOI਍ഀ I/2" NOR LIr55 THAN਍ഀ REQUIRED BY GHAPTEf਍ഀ C7YM a~tCJ~G~~'t~~Q~ r~਍ഀ °.t. i਍ഀ (BG '~>~kBLE 7,~਍ഀ r f਍ഀ 141 1 1..~: EXTERIOR SIDE:਍ഀ aNE LAYER 46" WIDE 5/8" TYPE "X" GYPSUM SHEATHING APPLIED : ~°~`»'ry . a ° THICKNE55: VARIES I. ~E~ER TC.~ 1"PSBL€਍ഀ PARALLEL T4 2X4 WOOD STUDS WITW I-314" GALVANISED ROOFING NAILS 4.12a"` SHANK rt/Ib" OR !/2" HEADS 4"o.c. A7 VERTICAL JaINTS APPROX. WEIGHT: 7 PSF a~ ~IBG) F0~' ~G਍ഀ AND 7"o.G. AT INTERMEDIATE 5TUD5 TOP AND BOTTOM PLATES. JaINTS਍ഀ aF GYPSUM SHEATHING MAY BE LEFT UNTRI=ATED. EXTIRIaR CLADD{NG FIRE TE5T: 51=E WP 351a TO BE ATTACHED THROUGH SHEATHING Ta 5TUD5. ~UL R35a1-47, -46, q-17-b5਍ഀ UL DESIGN U34a; f਍ഀ INTERIOR SIDE: UL R131q-i2~, 7-22-74 ~ ~t,਍ഀ aNE LAYER 5l8"' TYPE "X" GYPSUM WALLBOARD, WATER-RESISTANT UL DE51GN U314) GYPSUM BACKING BQARD OR GYPSUM VENEER BASE APPLIED C7~਍ഀ PARALLEL aR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS,਍ഀ I-718" LONG a.a`715" SHANK, I/4" HEADS, 7"o.G. (LOAD BEARING F਍ഀ SASE LAYER I/2" PROPRiETA਍ഀ DRYWALL SCREWS 12" D.G, F, c ~਍ഀ BEAM CAGE WITH ! 5/6" TYPE NC~T Tt~ ALE਍ഀ I਍ഀ BEAM GAG); FABRICATED FRS਍ഀ AT BEAM 7aP FLANGE AND N਍ഀ SUPPORTING I-5/P~" STEi_L STU a ~S. F._-਍ഀ C-~Yp~l1N$ ~~54GI~TIaN਍ഀ C71~ ~~1".~ 26071 C~~i~~21G !-H~Ui2 Ik+਍ഀ AMERICAN GYPSUM COMPANY ..y਍ഀ GYU~'I ~A~iC7,1~fXJ1~ ..1015"fa, i~ Gc~11~~ZI1JG਍ഀ GELaTEx GORPaRATION BBf~S)~. LAYER 516" 1YPE "X" GYPSUM WALLBOARD APPLIED AT RIGHT r਍ഀ ANGLES TO 2x14 WOOD JOISTS 24"O.G. WITH I-I/4" TYPE W OR 5 CaNTINENTAL GYPSUM Lim਍ഀ DRYWALL SCREWS 24"o.G. AEG „LAYER 516" TYPE "1X14 GYPSUM WALLBaARD aR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES G-P GYPSUM `u-਍ഀ TO J415T5 WITH I-7/6 TYPE 5 DRYWALL SCREWS 12 o,c.. AT JaINTS਍ഀ AND INTERMEDIATE JOISTS AND I-112" TYPE G DRYWALL SCREWS JAMES HARDIE GYPSUM਍ഀ 12"O.G. PLACED 2° BACK aN EITHER SIDE aF END JOINTS. JOINTS aFFSET 24" FROM BASE LAYER JaINTS, WoaD Jal5T5 SUPPaRTING਍ഀ i/2" PLYWOOD WITH EXTERIaR GLUE APPLIED AT RIGHT ANGLES 74 , : u 4 r..; - , , . LAFARGE GYPSUM਍ഀ J41575 WITH 6d NAILS. APPROPRIATE RaaF COVERING G I I G . PROVIDES OLI~UR FIRS, R.E.515TANCE PRaT~C'LIaN FOR WaaD , ~ ~ ~ r v . ~ . . TEMPLE-INLAND FaREST PROI਍ഀ FI~AMINt-~. iNGI_k1t31?~C-~ Ti21~'i~i~~'i_ APPRCIX.਍ഀ CEILING V4EICvHT: 5 P5F UNITED 5TATF5 (5YP5UM A55C GYPSUM A550CIATION - 1/2" 5HFt=TROGK@ BRAND GYPSUM BASED ON UL 85660-1 4-b, ~ r਍ഀ HIRE TEST: 1~M FG 1-12,2-25--72 PANEL5, PIRIEGODE@ G GORE II-12-b7;਍ഀ UL DE51CN ' L524਍ഀ I~al If®'~~1 0! A c Q? d:.. ,tea਍ഀ NOT TO S~~L~ ~J NOT TO SCALE਍ഀ am਍ഀ ~਍ഀ ~ oX਍ഀ U਍ഀ m਍ഀ tl)਍ഀ ~ ~ C6਍ഀ ~ ~਍ഀ C) c~ ~਍ഀ D~CI U ~ ~਍ഀ LL ~਍ഀ ~1਍ഀ UNIT 2B UNIT 3A UNIT਍ഀ Q~ ; , `x਍ഀ NOTE: ~ ,਍ഀ ~~--~~:L ~ s਍ഀ NQ I~IORK 15 TO BE DONE ~Y d, ~"~~t f f਍ഀ IN UNITS 3~4, 2B 012਍ഀ I'llJ i਍ഀ Nf? WU~K 15 TO B~ D~N~਍ഀ I~ U1~IT5 3,4, 2I7 ~R਍ഀ NEW GUBBIES ABOVE਍ഀ GALVANIZED SHEET਍ഀ METAL PAN BELOW਍ഀ BENCH WITH GONr. Ix2਍ഀ WOOD TRIM Ar MEGi-1. FLOOR BELOW਍ഀ 1 UNIT 2i~ UN1T 3~ UNIT 4,~਍ഀ EXISTING BENCH rO 4਍ഀ REMAIN AND DIAL,਍ഀ BRACES r0 BE i NSW Door !N NSW REPLACED WITH 4x4 ~ LOCATION਍ഀ POST AT MID SPAN ~ ~ I਍ഀ UNIT 3B I L EXISTING DOOR AND NEW 36"'x H6'" 20 MIN. a~° 20 r~~~.਍ഀ NEW DOUBLE ROW OF 4 2 AG PORTION OF WALL TO RATED GLA55 Door. _,~55 p4c~~. (5E~ A 5਍ഀ CLOTHES Hoo1~5 ~ BE REMOVED GEN. GONST. NarE No.਍ഀ WooD 5KI AND SNOW SHEET AI) - f"~ SKI R04M BOARD RACK To BE਍ഀ DESIGNED਍ഀ EXISTING FLOOR NEW OVERFRAMED LAI is " -਍ഀ POBTAB E BE GH EL. t&164'-6" --GALVANIZED 5HEET rO ALIGN Wirth THE FIB L N 5T4R. METAL PAN WITH !਍ഀ EXIST NG TREAD GOVT. Ix2 WOOD TRIM਍ഀ Ar >=LOOK BELOW਍ഀ FLOOR UP਍ഀ EL. X163`-lO° EXISTING RAILING 15 r~ NEW DOUBLE ROW OF REMOVED AND NEW WE਍ഀ uP CLOTHES Hoo~S਍ഀ MOUNTED BAILING IS T INSTALLED AT 36" AL Y਍ഀ STAIR TREAD NOSINGG i ~਍ഀ EXISTING STAIR TO ENDS ARE r0 BE RETTJ਍ഀ REMAIN EXISTING RAILING ON r0 THE WALL਍ഀ THE WEST WALL 15 rO਍ഀ BE REMOVED AND NEW਍ഀ WALL MOUNTED RAILINGS ARE TO BE਍ഀ STUi~' INSTA DON Borth EXISTING STAIR r0 MA LLE਍ഀ SIDES OF THE STAIR AT AND BASEMENT LEVEL਍ഀ - 36" ABOVE STAIR REMAIN਍ഀ TREAD NOSINGS AND ENDS ABE TO BE NEW HANDRAIL (5EE਍ഀ RENRNED TO THE WALL BASEMENT" LEVEL PLAT਍ഀ EXISTING PVG PIPE FO਍ഀ DOWNSPOUT To BE਍ഀ MODIFIED AS REQUIRE.. FOR NEW LANDING ANI~਍ഀ ONE rP BE ADDED TO਍ഀ AT THE EAST SIDE OF਍ഀ ENTRY DOOR਍ഀ EXISTING WINDOW r0਍ഀ REMAIN਍ഀ VERIFY EX15TlNG ENTR DOOR TO BE REFINISHI਍ഀ 1਍ഀ S਍ഀ ` NEW 1=RAME CONSTRUCTION਍ഀ ~ EXISTING GONSIT~IIGTIPN rO਍ഀ REMAIN਍ഀ UNIT 21~ UNIT 3B UNIT਍ഀ _ _ _ EXISTING CONSTRUCTION rO s t਍ഀ - - - BE REMOVED਍ഀ 9 ~ i':':1 FII2F 12ir~15TiVF 121>,TFD਍ഀ  l%਍ഀ (5EE 5HEET A]) F- rllli~u I rF~਍ഀ BASEMENT lowEVElom f=l=w00K PLAN '~:P਍ഀ ENTR",ro LEVEL f=LCOR FLAB 0 ~਍ഀ 5CALE: 114" = V-O" PLAN਍ഀ NORTH NORTH਍ഀ A 2਍ഀ ~਍ഀ ~ 07 Ll.. ~ ~ U਍ഀ \ ~ ~਍ഀ \਍ഀ MA5T~~਍ഀ BEDRJaM਍ഀ 0਍ഀ i ~ ~਍ഀ a ~ ~਍ഀ z C ~ ~ ~ ~ V਍ഀ a EXISTING SKYL਍ഀ FLASHINGS AR .~5~~n~s a~~ ro ~਍ഀ REPLACED ANI਍ഀ EXISTING ROOD਍ഀ REDONE਍ഀ Nc~TE: 1~C~1"E; 1 _ _ ~ NO WO12K 15 TO BE਍ഀ NO WORK 15 TO BE ( EXISTING SKYL i਍ഀ I DONE !N UNIT 4B REPLACED WET DONE IN UNIT 2D p _ ~ I਍ഀ AND ELEGTREG਍ഀ ( CONTROLLED c a l WITN SCREENS਍ഀ DINING I ELECTRICALLY਍ഀ UNIT 2D ~ : UNIT 4B SHADES. I ~਍ഀ KITGH~N ~ I NOTE NO. 11 ON਍ഀ I _ I਍ഀ I I I਍ഀ EXISTING WALL਍ഀ (TYPICAL)਍ഀ ~~YE:਍ഀ UNLE~~ NOTED OT!-IERWI~E਍ഀ VERIFY WITH THE >~ND WITH THE EXGEi'TI ON OWNER THE EXTENT਍ഀ OI< 5KY'LIGHT i~.EpL~GEMENT of CHANGES To THIS਍ഀ ,AND A55OGI~TED WORK NO AREA TO PROVIDE A਍ഀ ' I. THE PITCH AT PROPOSED ROOFS SHOULD MATCH EXISTING GHIMI GONaTRUGT(ON I~ NEW ENTERTAINMENT਍ഀ CENTER THE EXISTING R©OES. THE 3/12 INI~IGRTI=D IS ~4NTIGIPA~TED E3EYOND THE APPROXIMATE AND SHOULD BE VERIFIED TO਍ഀ ENTi~Y A~RE,~ SEE SEN. MATCH EXISTING.਍ഀ GONST. NOTEa 8 AND 10 ON 2. PROVIDE SNOW MELT HEAT TRACE ABOVE 1=XfST(NG ROt~I:਍ഀ SHEET ~-I~ GUTTERS , IN THE GUTTERS AND DOWNSPOUT TO (TYPICAL਍ഀ THE OUTLET POINT OF THE DOWNSPOUT.਍ഀ LIVING਍ഀ FLOOR UP EL. 0151'-~ 7 5" VERIFY EXTEN'਍ഀ ROOFING Ta ~ _f਍ഀ I UNIT 3B PROVIDE Du਍ഀ I) A 5 WATERPROOF਍ഀ EXISTING WALLS NEW MATERIAL਍ഀ ~ AND DOORS TO਍ഀ EXISTING RAILING IS TO BE BE REMOVED REMOVED AND NEW WALL I ► N਍ഀ MOUNTED RAILING #S TO BE EW GUARD PROPOSED ROOFING TO 3 III! ~ RAIL TO MATCH਍ഀ INSTALLED AT 3b" ABOVE MATCH MATCH EXISTING ~ ~ 1111 \ EXESTING BUT TO਍ഀ STAIR TREAD NOSINGS AND਍ഀ ENDS ARE TO BE RETURNED I I II PRESENT GODS PORTION OF E; TO THE WALL AND ROOF 5TF਍ഀ REMOVED ANA਍ഀ CONSTRUCT 1 EXISTING WALL TO RE ~਍ഀ EXISTING STAIR DOWN TO I BE GUT DOWN AND EXISTING ROOF TO BE REMOVED਍ഀ ENTRY VEL TO REMAIN ~ AND REPLACED (SEE STRUCT.) LE I DN. GAPPED WITH WOOD (VERIFY FINISH FLOORING) I (SEE SECTION i-A5)਍ഀ I ~ NEW WINDOWS I a਍ഀ ~਍ഀ I ~ NEW DORMER 4 _.a.. EXISTING ROOF TO REMAIN TO MATCH EXIT਍ഀ i NEW LANDING AND਍ഀ EXISTING GMU TO BE STAIR TO REPLACE਍ഀ REMOVED AND STEEL ~ ~ 3 I I GO UMN WITH W OD FRAM ~ EXISTING (VERIFY I L O E I਍ഀ WALL TO BE INSTALLED SEE l~ 5 FINISH FLOORING} I ~ I਍ഀ STRUGT.) EXISTING GMU TO BE I I਍ഀ REMOVED AND STEEL I I 2਍ഀ COLUMN WITH WOOD I L____________...,._਍ഀ ' FRAME WALL TO BE਍ഀ INSTALLED (SEE - _ _ _ _ _ _ _ _ _ _ I਍ഀ STRUGT~ f~J਍ഀ NEW SNOWMELTED PL,~NT਍ഀ ~ PLANT BALCONY B,~LG4NY WITH METAL RAILING਍ഀ ~ ~ NEW SEGMENT਍ഀ GUTTER AND D NEW IN-SWING FRENCH BE INSTALLED਍ഀ LANDING DOORS WITH਍ഀ EL. 5170'_- I/4~" SIDELIGHTS਍ഀ {VERIFY TO MATCH EXIST.)਍ഀ ~ ~ NEW FRAME CONSTRUCTION਍ഀ EXISTING CONSTRUCTION TD਍ഀ REMAIN਍ഀ UNIT 2D UNIT 3B UNIT 4B਍ഀ _ _ _ EXISTING GON"aTRUGTION TO਍ഀ - BE REMOVED਍ഀ *00% soft 'Oak &--k -ON- om I X FIREA55EMBLIES RE515TIVE RATED ~ ~਍ഀ ~਍ഀ -141% 1- ftof (5EE 5HEET A 1) ~ N , i ~ ~਍ഀ MkAN' LE'VEL *rwmowftLAN ~V NINPON SYMBOL ~ © _ f. ) ~ i਍ഀ 5EE 5GHEDULE SHEET A6 d.਍ഀ SCALE: 1/4" PLAN਍ഀ NORTH਍ഀ ~~r r-਍ഀ 4. .਍ഀ ਍ഀ EXISTING S1;YLIGHTS C7 ~਍ഀ TD ~3E REPLAGED ~਍ഀ (SEE ROOF PLAN) -਍ഀ ~਍ഀ EXISTING RDDF AND਍ഀ FASGlAS TD REMAIN I--- r--- ~਍ഀ PORTION of _ _..I, _ EXISTING RooF AND ~-----~:~~:.:w:r-... ~਍ഀ ROOF STRUGTURE TD _਍ഀ BE REMOVED AND _ _ . . _਍ഀ 1~~GON~TiZUGTi=q਍ഀ I NEw WOOD NEW GOPPER਍ഀ A BEAMS rD GUTTER To NEW DORMER RDDF MATGH REPLAGE਍ഀ WITH FASGlAS TD UNIT 4B PXI~TING਍ഀ MATGH UNIT 4B਍ഀ NEW STUGGO DN NEW I~ 3rJ 2 WDDD FRAME WALL਍ഀ rD REPLAGE GMU -਍ഀ NEW IN-SWING METAL I਍ഀ GLAD WOOD _ .I FRENGN ODORS WITH -਍ഀ WINDOWS AF3OVE਍ഀ NEW SMOWMELTED਍ഀ PLANT ~ALGONY਍ഀ WITH METAL RAILING - ~ \਍ഀ NEW GOPPER ~਍ഀ UNIT ~ ~ ~ 2 \ GUTTER AND i਍ഀ MAIN LEVEL E- TD, FLOORING DowNSPOUT਍ഀ _ _ _ 13, TO REPLAGE ~ EL. SISi"-4 •T/5" ~ illl;, 1=XIGTING਍ഀ I~ I~I ,਍ഀ IIN; ~ ' I, STAIR LANDING ~ ~ ~ 'I' ~ ~ , , I~~਍ഀ FINISH FLOOR _਍ഀ (VITRIFY WITH EXISTING m਍ഀ EXISTING WINDOW TO਍ഀ I z REMAIN ~਍ഀ UNIT 3A ~ 38 ENTRY Li VEL਍ഀ T.D. FLODRI NG I਍ഀ EL. 5172'-3 5/5"਍ഀ ਍ഀ BUILDING ENTRY਍ഀ FINISH FLOOR਍ഀ EL. SI7o'~i I/~"਍ഀ GDPPER FLASHING ( OVER i'A~NTED਍ഀ STEEL PLATEt A ~ ~ U1~IT 21~ UNIT 3f'r ~ 3B UNI ~਍ഀ VERITY EXISTING NEW SNOwMELTED MUD-SET਍ഀ gDOR TD BE SANDSTONE DN GONGRETE STEP਍ഀ REFINISHEq ANq LANDING TO REPLAGE਍ഀ EXISTING WDDD਍ഀ NaT~:਍ഀ NO W+~RK IS T~ B~ DOKE IN਍ഀ UNITS 2D, 3A, ~f~ AND 48਍ഀ PoR.TIDN of਍ഀ EXISTING ROOF AND RDDF STRUGTURE TO਍ഀ BE REMOVED AND਍ഀ REGONSTRUGTED਍ഀ (SEE STRUGT~ ~਍ഀ NEW GOPPER GUTTER ~ NEW STUGGD ON EXISTING AND TO REPLACE ,d~'*਍ഀ NEW STUCCO ON NEW WOOD FRAME WALL WDDD FRAME STUCCO ON GMU EXISTING ~ `t n਍ഀ TO REPLACE GMU - ---EXISTING RDDF AND਍ഀ FASCIA T REMAIN ' ~਍ഀ S O਍ഀ a.. V਍ഀ ~ ~ r'~j਍ഀ NEW DORMER ROOF _ WITH ROOFING TO LINE Gr FACE OF ~਍ഀ MATGH EXISTING ANI~ ~ _਍ഀ . _ ~ . " ~ YdALL AND RDDF AT - SOFFIT AND FASCIAS EXISTING ADJACENT਍ഀ TD MATGH UNIT •4B ~ UNIT਍ഀ LINE OF LINE OF਍ഀ •T,: . ~ APPROXIMATE NEW COPPER GUTTER WALL ~਍ഀ EXTENT OF GMU TO AND DOWNSPOUT TD '°:'i.. AT EXIt਍ഀ REPLACE EXISTING ~oR = = ~ TD REMDVEq ADJAG਍ഀ 3° •a UNIT਍ഀ RaoF ` I LINE Of਍ഀ NEW SMDWMELTED ov~~~+a"NG APPRD 1. _ ~ ~ I NEW ,METAL GLAD਍ഀ PLANT BALCONY I WDDD WINDOW TO EXTENT W(TH .METAL RAILING . ~ ~ TO REh~਍ഀ a 3 ( MATGH EXISTING਍ഀ ~m . UNIT 3B I d ~rA ~'~ND fir, ~ UNI'਍ഀ ~I MAIN LEVEL L.. ~ , ~ ~ MA਍ഀ T.O, FLOORING ~ ~ ~ R.i~i~i~r%~~~C EXISTING ~ r,4 _ ~ t~਍ഀ EL. 5151-~. 7/5 ~ EL. ~ ~ w_i NEW GLA~~ gODR ~਍ഀ r ' f~ I BEYOND ~਍ഀ STAIR LANDING ~ _ , I ( , ~ FINISH FLOOR I s I , ~ EXISTIM਍ഀ I I DN GMl਍ഀ EL. 815-~f I/4 LG \ I 4, A (VERIFY WITH EXISTING) L_ I I ,EXISTING STUCCO ON j~,, ~ ~਍ഀ ` ~ I i GMU TO REMAIN਍ഀ I਍ഀ EXISTING STAIR TO ~ , / , j REMAIN I ~ ' / ' { UNIT 4A਍ഀ i L-p i / i I UNI'਍ഀ UNIT 3A ~ 3B ~ L-~ I / ~ ; ENl਍ഀ ENTRY LEVEL ' L-~ i / i' T.0਍ഀ T.O, FLOORING i L ________t.~ _ _ _ _ _ ~_______a_ EL,਍ഀ --z਍ഀ bUILUIN& tNTt<Y s ml ts 131LUi(VCV tN I K7 ~਍ഀ s FIN FINI5H FLOOR J7---- FIN15H FLOOR਍ഀ EL. 817q'_i 1/4" ___~._____._____a EL.਍ഀ NEW SNOWMELTED MUP -5ET © i SANDSTONE ON CONCRETE਍ഀ Twwmut=oo==loo/ A T E L E %\I'f A T I Co& N A=v r= L E V A I I V N LANDING TO REPLACE EXISTING MOOD਍ഀ 5GALE: 114" = V-O" SCALE: SCALE: 114" = I'-<)" M A 4਍ഀ ,LL਍ഀ METAL GLAD WOOD I਍ഀ WINDOW BEYOND FRENGH IN-SWING METAL GLAD WOAD DOOR WITH EXISTING ROOFING TO EXISTING )~D12MEIZ AST N ROC?E BEYC~NI? ~ r,-਍ഀ HANDIGAP THRESHOLD BE REMQYED AS਍ഀ WINDOW TRIM TO MATGH I REQUIRED TO TIE 1N EXISTING ROOF FISTING i2C?DF NEW ~OOE NEW F2C7C~E ~ ~ ~਍ഀ EXISTING IN UNIT NEW ROOFING਍ഀ MATERIAL਍ഀ 'v਍ഀ ORNAMENTAL METAL RAILING TO MATGH UNIT਍ഀ 2-A AND TO PRESENT਍ഀ 3" GQDE਍ഀ RAILING BEYOND NEW STEEL BEAM (SEE਍ഀ 5TRUGT.) ~,1-਍ഀ in਍ഀ .__J਍ഀ NEW BUILT-UP WQQD ~ BEAM WITH MEMBERS਍ഀ 1 I ~ STAGGERED AND਍ഀ RIPPED TQ ~ !/4" TALL I I਍ഀ MAIN LEVEL (5EE STRUGT,} FINISH FLOOR I I਍ഀ EL. 8181'--4 7I8"' I EXISTING WALLS TQ਍ഀ BE REMOVED I I਍ഀ GONT. SEALANT BED I਍ഀ BELOW THRESHOLD WINDOW TRIM TO਍ഀ MATGH EXISTING IN I I UNIT I਍ഀ /k T I਍ഀ GALVANIZED STEEL /'t p VLk\r I I਍ഀ ANGLE FASTENED TO MAX. METAL RAILING TO I GQNGRETE 5LA8 m਍ഀ MATGH ExISTING I I਍ഀ SNQwMELT1=C1 MUD-SET INTERiQR RAILING ANO I਍ഀ SANDSTONE PAVERS TQ PRESENT GORE IX WOOD GAP ON WALL I I਍ഀ OVER SELF-ADHESIVE BEYOND WATERPROOF MEMBRANE I਍ഀ QN SLOPING GQNGRETE਍ഀ 5LA8 ON METAL DEGkING NEw WOOD BEAM (5EE਍ഀ AND AND STEEL FRAME STRUGT.) --I਍ഀ k (SEE STRUGT.} EXTEND c-a I I ~਍ഀ MEMBRANE UP ANGLE - BE OW THRESHOLD AND I L NEw FLQQR ~਍ഀ LINE QF STAIR BEYOND ~ SIM. AVER FLASHING AT GONSTRUGTIQN (5EE I I਍ഀ 4 I ~io~ i ~ I 1~ ~r ~ LANDING਍ഀ ~ ~ FINISH FLQQR I 4 NEW R15ER VERIFY ~਍ഀ MATERIAL EL. 8175-~ I/4਍ഀ 4" a .Y u~a";, ..t~+.;rv n,,+ ..u ti i JP `C~~ t li.r r. q• d.i ~sd. \ Y":yi A.. t,.', •y. ~.y.~.•V ts.'~%.]•~. Qyyp , ` A'•~". `Y'=~~,,;,~ {VERIFY WITH EXIST.)਍ഀ ~ ~ 9 STEEL BEAM (SEE a a ~ ¢ ° ~ ~ RAILING SUI='F'ART਍ഀ 5T1~UGT.) WELDED TQ TERMINATION਍ഀ • ~ PLATE WITH 314" STEEL ------a--~- --r਍ഀ 5H ~ M A5 REG2 L~+਍ഀ ,t ' 2O MINUTE FIRE t I''~ (I4k L J!"~e਍ഀ LVL STAIR STRINGER GOPPER FLASHING RATED GLA55 DQOR r' ~ ~ I 1 FASTENED AND BONDED WITH RATED FRAME ~਍ഀ SUPPQRT BEAM ~ ~ T N AN / I ATTACHED TO STEEL O GO CRETE 5LA8 D (5EE GEN. GON51•,਍ഀ N ~ NOTCHED AROUND NQTE N0. G ON f BEAM਍ഀ SPACERS SHEET A I -m-- / ) ~਍ഀ f i EXISTING STAIR TQ 314" EXT. PLYWQOD /਍ഀ REMAIN .r~;tl~ ~ I FA5TENED TO BDTTQM EXISTING STAIR TO ~਍ഀ OF STEEL D)=GKING REMAIN (VERIF=Y / I਍ഀ LA RS F 5 8" I C2} YE O / TYPE FINISH FLaORING)------~਍ഀ '"X" DRYWALL PER Ix TAG SOFFIT BOARDS \ ASSEMBLY TO MATGH R.OQF NEW LANDING ~ I i਍ഀ OVERHANG MATERIAL OVERFRAME FLUSH ~਍ഀ 2x4 BLOCKING FASTENED _ WITH EXISTING STAIR ~ I਍ഀ TO BOTTOM OF METAL STUCCO FINISH OVER 518 TREAD ~਍ഀ DECKING TYPE "X" EXT. GYPSUM ~਍ഀ SHEATHING ON IN-FILL ~ NEW WINDOW TRIM TQ FRAMING BETWEEN ~ I਍ഀ REPLAGE EXISTING EXISTING GMU ON EACH ~ I਍ഀ SIDE OF WINDOW TO T.D. LANDING਍ഀ REMAIN EXISTING WINDOW TO਍ഀ EL. 812'-10 I/&"' REMAIN STEEL BEAM (5EE਍ഀ STRUGT.)਍ഀ EXTENT OF EXISTING਍ഀ ~ LANDING਍ഀ SCALE: 1112 - I Q ~਍ഀ EXISTING DRYWALL TO਍ഀ BE REMOVED AND (2}਍ഀ LAYERS OF 5I8" TYPE X •DRYWALL TO BE਍ഀ APPLIED (SEE r਍ഀ 3'-3" VI:~1~1` AtSSEMBLY}਍ഀ NEw WALL MOUNTED਍ഀ I'-(?p an HANDRAIL WITH ENDS਍ഀ RETURNED TQ THE਍ഀ FAGS QF FINISH AT WALL WALL਍ഀ h-~ ~਍ഀ a~਍ഀ u਍ഀ 2"d~ STEEL PIPE (PAINT}਍ഀ NEw WQOD FRAMING TO਍ഀ REPLAGE GMU -VERIFY਍ഀ WIDTH OF STUDS FOR FINISHES TO ALIGN AND਍ഀ 3 8„ I 5 P TO BE FLUSH AT BOTH / x E /2 TEEL LATE THE INTERIOR AND I WELDED TO SUPPORTS਍ഀ a ~ ~ 318" x I i/2" STEEL PLATE EXTER{QR SURFACES (PAINT}਍ഀ ~i WELDED TO SUPPORTS N m 2 d~ STEEL PIPE BEYOND NEw STEEL GOLUM (5EE਍ഀ ~ P !NT (PAINT) STRUGT. ~ ~ A ) )਍ഀ 0 518"' TYPE "X'" EXTERIOR 4 GYP5UM SHEATHING਍ഀ CARPET WITH PAD਍ഀ ਍ഀ ~`w'° STUCCO MATGH EXISTING਍ഀ 2 N RAILING SUPPORT PLYWOOD DECKING ON ~ BEYOND NEW FLQQR ,.f015TS t'SEE k਍ഀ I NEW COPPER DOWNSPOUT਍ഀ STRUGT.) - ' ` IxG WQOD TRIM WITH `P਍ഀ RADIUSED NOSING WOOD BEAM 5EE 2" 5G2. RAILING POST „Y਍ഀ STRUGT.) ' WELDED TO 3I4" STEEL਍ഀ MAIN LEVEL (2} LAYERS OF 518" TYPE SHIM਍ഀ FINISH FLOOR ~ X DRYYALL PER n(-਍ഀ EL. al&I 4 1!8a A55EMBLY RAILING ABOVE PLA ILL TEi2MiaNATlONSHIM I V L਍ഀ C-50UAR`I;~ R"'AlL =LE!"VATION 1:~ETAIL f=LOOR OFENIN& 1:~ETAIL਍ഀ SCALE. 1 1/2" = 1'-4" SCALE: 1 1/2" = 1`-0" c 1~਍ഀ ਍ഀ Q 07਍ഀ N E~~i-਍ഀ ~ d'਍ഀ U o~਍ഀ U਍ഀ fe) >:.a.਍ഀ EXISTING CEIL[NG EX45TI1 1~ ~r਍ഀ EX45TING GEELING ~਍ഀ ~ --I਍ഀ \ EXISTING DOOR GUBBIES~- 64 ~ I GUBBIES t ~਍ഀ N LOCATION C}਍ഀ I \ HOOKS t~ E GU~BIES Q \ I _ 1 HOOKS t~ i3" O.G. ~਍ഀ \ ~ NEW DOOR 1N NEW EXISTING BENGH TO ~ ~਍ഀ HOOKS ~ S" O.G. ~ \ EXISTING E e•o 0 0 0 0 0 0 0 o n o a I LOCATION REMAIN WI REMAIN WITH D1AG, ~਍ഀ \ BRACES TC EXISTING BENCH TO ! \ BRAGES TO BE HOOKS ~ 8" O.G.਍ഀ REMAIN WITH DIAL. \ ( DOOR TRIMS TO REPLACED o I MATCH THOSE IN 4X4 MID SI REPLAGED WITH A ~ ~ ~ 4X4 MID SPAN POST ~ ~ o਍ഀ BRACES TO BE ~ ~ \ THE EXISTING UNIT AND 2x4 SPANNING ~ ~਍ഀ REPLACED WITH A ~ AND 2x4 S m ~ ( LVING SPACE FROM WALT 4x4 MID SPAN POST / ~ FROM WALL TO ~਍ഀ N PAN G I / ~ WALL BEHII A D 2x4 S NIN WALL BEHIND THE ~ 4਍ഀ / I ,~--WOOD SKI AND EXISTING T FROM WALL TO I EXISTING TRIM BOARD WOOD SKI AND਍ഀ WALL BEHIND THE / SNOWBOARD RACK BOARD - TO BE DETAILED ' SNOWBOARD RAGK਍ഀ EX15TlNG TRIM / I ~ ~OAR1~ TO BE DESIGNED਍ഀ I / GALVANIZED SHEET U਍ഀ BOOT STORAGE ~ ~ t METAL PAN WITH BOOT STOP BOOT STORAGE ~਍ഀ I~ CONT. Ix2 WOOD EXISTING FLOOR i / TRIM AT FLOOR EXISTII਍ഀ BELOW EXISTING FLOOR _ ~ ~ a:, ~਍ഀ 5 3 Q i-y਍ഀ GALVANIZE GALVANIZED SHEET 1 ~ ~ ~ ° ~,j1਍ഀ METAL PAf --c~_ METAL PAN WITH ~ ,਍ഀ CONT. Ix2 Y CONT. Ix2 WOOD ~ ~਍ഀ TRIM AT FL BELOW TRIM AT FLOOR ~ L~~ BELOW `਍ഀ DOOR TRIMS TO਍ഀ MATCH THOSE IN THE EXISTING UNIT਍ഀ LIVING SPACE਍ഀ ~d _ I~~਍ഀ EXISTING GEi}-iNG EXISTiI EXISTING GEILING਍ഀ ਍ഀ / \ 6 0 a a 0 a ~ \ w.o o a a o਍ഀ / \਍ഀ l \ GUBBIES਍ഀ 1 \ HOOKS 8 O.G. / \ HOOKS c~ ~ HOOKS c~ O.G. HOOKS ~ O,G.਍ഀ I \਍ഀ t \਍ഀ I \ 4 a / \ -EXISTING BENGH TO਍ഀ 5Ki AND r- ~ REMAIN WITH DIAG, r BRAGES TO BE਍ഀ SNOWBOARD RACK ~ o o a o 0 0 \ / o°'~ o a o o REPLAGED WITH A਍ഀ TO BE DETAILED \ / 4x4 M1D SPAN POST਍ഀ \ t AND 2x4 SPANNING EXISTING PORTABLE FROM WALL TO਍ഀ GALVANIZI=D aHEET \ / EX{aTING P \ / BENCH-- METAL PAN WITH ~ _ _ BENGH- WALL BEHIND THE਍ഀ CONT. 1x2 WOOD m \ ` ~ EXISTING TRIM਍ഀ \ / TRIM AT FLOOR a BOARD਍ഀ BE oW \ I / ! L \ /਍ഀ I I EXISTING ELOOR \ ~ EXISTII i I EXISTING FLOOR BOOT STORAGE਍ഀ - _ ~਍ഀ 2'-0° ~``~--~-GALVANIZED SHEET਍ഀ METAL PAN WITH਍ഀ GONT. 1x2 WOOD਍ഀ TRIM AT I~LOOR਍ഀ 4 BELOW਍ഀ ~਍ഀ WIN1~aW MaNU~RGTU~R R~UGFf QP~NING~ h}~RD ~L~V~TI4~ ~,4~RTI©N 4p~~Tl4~l ~GR~55 Gt~MMENTS aYMBOL NUMBER H4~i~. x 1l~RT. ~I~IG~4T਍ഀ I WEST STAIR FIXED GG12T 2430 -Ji_ f4 4n i_ u਍ഀ DOUBLEHUNG (3) GGD 2460 4 ?I~ x ~ 6 3/ 4 5 I/4਍ഀ 2 SOUTH STAIR FIXED CTIFRT5026Q12 '7'-10" x 4'-3 I/4" 4'-~ 114° VIRl1=Y MOf7EL NUMBER FOR UNIT TO BE FRENCH IN-SWING GIFRT5068QI2 PROVIDED WITH HANDICAP THRESHOLD਍ഀ 3 EAST STAIR FIXED GGDT 2430 30 ilk" x ~'-6 314" 4`-5 I/4"਍ഀ DOUBLEHUNG GGD 2460਍ഀ N4 T਍ഀ P,~I*ER TO 1200 PL~tN SNE~T ,4 ~ r~N1~ G~N~i2.AL਍ഀ GQN~TRUGTION NOTE No. Il oN ~H~T Pal ~ol~਍ഀ ~~vrur rit I IUN f-\15U11 i Nt-V`( t*~,T LIC-;7H i t~ I U r '.vi >_v i vim r~i. x I..r it vi'~ r ii uA.. ~I,..,ii VII.l4V(..L. I 4/!`+. vL.I~.II !!rV 1In IIL YYI'iVIJY Y.' JVi"Il..llVl..1..V ~ - I ON THI5 SHEET ARE CORRECT FOR THE LOCATIONS INDICATED ON THE PLANS AND ELEVATIONS. '਍ഀ REPLAG EX15TING.਍ഀ THE WINDOW SUPPLIER SHOULD VERIFY IF ADDITIONAL REINFORCING 15 REQUIRED AT MULLIONS OF as਍ഀ LARGE UNITS AND WILL PROVIDE THIS REINFORCING, AS REQUIRED. SHOULD THE REINFORGING~ _਍ഀ GHANGE THE WIDTH OF THE MULLION, THE WINDOW 51ZE5 SHOULD BE ADJUSTED FOR THE UNITS TO Q _ ALIGN WITH THE UNITS DIRECTLY BELOW.਍ഀ PROVIDE MANUFAGTURER SUPPLIED DRIP FLA5HING5 AT THE HEAD OF ALL WINDOW5 AND EXTEF k;਍ഀ DOOR5 IN A COLOR TO MATCH THE CLADDING.਍ഀ b- ~ t;਍ഀ ORAL SPECIFICATIONS ~਍ഀ U਍ഀ tj AiE C~~"~ is lice c, ~a„e~r~ nFtx~ ~ rna4t; ~~°:th I'r~r~i~ << r ~਍ഀ a211f!`,?nitlu~>!p~ n~la<?f~{)CEO~sisa#irri਍ഀ ~Ert rug: ~ t~E ~7!') j~~ , tt;Ft~: ~tFr et~Fftirsre trsitl t ,਍ഀ E33!LI)l~trt:Ol?4i1, ~~C'IR~a~B~'T'31`i;)~(?1;i?l :~l~t. i~r?!E. 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T.W.A.'S @ 24" o.a EXISTING JOISTS INTO GROUTED CELLS TO REMAIN Z਍ഀ , 4i਍ഀ 1 f _..____t.________਍ഀ i ti਍ഀ '4 /r O ~ ~2 - [tX _ _ .਍ഀ '1~਍ഀ _ . ~ ~ ~ e ~਍ഀ EXISTING MASONRY ~ - - EXISTING WALL h N FOUNDATION TO TO REMAIN - - '਍ഀ REMAIN ~ ~ 2 - 2 x 8 EXISTING MASONRY਍ഀ TO REMAIN EXISTING FRAMING - 1਍ഀ TO REMAIN ~਍ഀ ~ ~ `t \ 0 SLEEVES AS REQ D ) ~ i_ SJ:AIRS਍ഀ FOR DOWNSPOUTS y ! / PER ARGH'LS ENTR / e TS ~ x T4਍ഀ 2 TYPICAL 8170`-1114" ~ ~ '`x - ~ ) TOP OF DECKING ~;,r ~ ~r ~~~r ~,r TOP OF CONCRETE਍ഀ ~ : ~ 8170'-61/4 ~ I i 78'•5114"਍ഀ INVERT~DWT3x 5~ 16'f o.c. (FIELD VERIFY) a਍ഀ TOP OF SLAB ~ 1 ( ~r਍ഀ 8169-6114 ~ ~ ~ ' i ~ ~0 2 TS 6x2x318 (LL~H) ( m FIELD VERIFY 3਍ഀ ~ ' GROUTED CELLS਍ഀ EXISTING 1 ~ ~ } 'r FULL-HEIGHT PLANTER i >x~~ hoc (3 LOCATIONS TYPICAL} _਍ഀ - _ TO REMAIN a 6 ` € ,~Cri ~ J L ~ J's J,L JL ~ JrL਍ഀ 0 6" f OP OF CONCRETE STEP ~ ~0 1 a~ P L 3 x 3 x 114 g਍ഀ s p ~ ~ ~ 8169'-9114" ~F,V.) ~ _.l_____.__._..___ E ~2਍ഀ _ _ _ _ _ _ _ _ ___m.__ , CONCRETE STAIR ~ ---1 INGORPORATEp INTO C਍ഀ i I ~2 1 I SLAB-ON-GRADE S2 EDGE OF਍ഀ 5" CONCRETE SLAB ON GRADE j ~ REINFORCE WITH #4 CANTILEVER REINFORCED WI#4 BARS @ 12 ~ i BARS @ 12 o,c. BOTH਍ഀ S2 o.o. BOTH WAYS W/ 4"GRAVEL ~ I EXISTING PLANTER WAYS EMBED PLATE 112" x 1'-4" x 0'-7"਍ഀ BENEATH TURN DOWN FRONT TO REMAIN wl2 - 518" H.A.S. INTO GROUTED਍ഀ AND SIDES PER SECTION i CELLS REINFORCED W12-#5 BARS t ~ ~਍ഀ CONT. DOWEL SLAB TO $ J ! ~ ~ _a਍ഀ EXISTING MASONRY ~ ~ , , ? FOUNDATION ONLY. TOP OF SLAB ~ ~ _ A'਍ഀ r 5 TO STONE i H) (V ( F~~F ( 1~ K >i~ Ill) )1 V l '7਍ഀ 0 1 0yA010 IVAN lkol lm wv. r v~ I A v uVIAN IN V .ia ~~i iri iii i~~~~ii r ii ~ ~਍ഀ TOP OF SLAB - 8169'-2 318" 1/411 NORTH਍ഀ - 10011਍ഀ _ -਍ഀ FOUNDATION PLAN਍ഀ 1/4 11 = 1 1-0n NORTH਍ഀ i਍ഀ N਍ഀ tp ~ i਍ഀ O਍ഀ rt~਍ഀ ~W+r W਍ഀ O਍ഀ i •C ~ (i~r _Q਍ഀ MASONRY EXTERIOR ~ ~ rt~ V਍ഀ WALLS BEYOND਍ഀ FLASH AND WATERPROOF 4 THICK CONCRETE SLAB-ON-GRADE 3 STONE AND MORTAR਍ഀ T HO ARE UIRED T I ' HRES LDS Q WI #4 BARS @ 12 o.c. BOTH WAYS OPP NG PER ARCH LS਍ഀ L 4x4x114 wl 518" D{A. T.W,A.'S਍ഀ „ ~ @ 24" o.c.਍ഀ 8170-1 114 TOP OF SLAB 8189'-6114" 12" ~C਍ഀ " 2 CLEAR ------r 118"਍ഀ 1 Ij ~਍ഀ ~਍ഀ 0.6 C 24 GAGE 3"CONCRETE SLAB REINFORCED 2"STONE AND JL WELDED TO JOISTS AND BEAM E ANGLE ~~s਍ഀ TOP OF SLAB \ DECKING਍ഀ j ~ ! 8169'-5 318" - ti਍ഀ ਍ഀ ~ f / t ~਍ഀ / J .r਍ഀ ~ r\ ~ i ~ J ~ v... i }C਍ഀ ~ ~ ~ . ~ 1 _ _ _ II II t਍ഀ I I ~ - i EXISTING FRAMING - - - _ _ ~ 1~਍ഀ TO REMAIN ~ ~ . I , ~ ~ ~਍ഀ ~ 2 CLEAR , - r~ J਍ഀ EXISTING MASONRY ~ - ~ - DRILL 6" INTO EXISTING ~ _਍ഀ TO REMAIN AND GROUT WITH NON-SHRINK 2-#5 BARS CONT. ~ ~਍ഀ EPOXY (GROUT CELLS AS REQUIRED) IN TURNED DOWN ~ 1਍ഀ EDGE AT FRONT AND ~ ~ ~ = - ~ r~ i਍ഀ SIDES OF CONCRETE ~ ~ SLAB.਍ഀ M--- = 114"x 4 314" PLATE਍ഀ ~ ! ~ ~ i-a--111__-- 3 SIDES OF I CANTILEVERED਍ഀ ~ FLOOR਍ഀ _ _ __.n_~_. l_._.__ _ _ ____e_ € _ ~਍ഀ s I . i਍ഀ t_਍ഀ F਍ഀ r~l਍ഀ is਍ഀ L 3x3x114 wl 518"਍ഀ DIA. T.W.A.'S @ 16" o.c. INTO਍ഀ GROUTED CELLS਍ഀ L 3x3x114 w1518"਍ഀ DIA. T.W.A."S @਍ഀ 16" o,c. INTO਍ഀ GROUTED CELLS 2'"STONE AND਍ഀ MORTAR PER ARCH'LS ~਍ഀ % ~ !f 2-3i4 DIA,਍ഀ i MACHINE BOLTS - - -਍ഀ ~l 314"h਍ഀ f / f " 3-LVL 1314 x 9112 SOLI[ 2਍ഀ / E CLEAR 5" " PER PLAN GRO4 \ S2 _਍ഀ ' ~ if਍ഀ f i਍ഀ / / ! / ~ o tom N ~ , ~ , , ~ TOP OF STEEL 1 CONCRETE /਍ഀ . ~ T.,.~. ~ ~ ~ .._..c ~ ? . - 78-5114 i _਍ഀ m ~ _ . _ _ _ ~ _ _ _ _ _ _ ~ ~ ~ _ i i " _ ~ ~ ~ 2 PG.114"PLATE ~ ; i਍ഀ ~ ~ ~ ~ / ' ~ 7" x 8"WELDED਍ഀ _ _ ~ ~ TO 112"BEARING਍ഀ 1 ' j~ PLATE਍ഀ ,1 ~ ~ ~ / E - 112" BEARING PLATE਍ഀ ~ ~ ~ 3"x6112"w12-51$"'਍ഀ ~ S2 DIA. x 6" H.A.S. WELDED i਍ഀ r, _ - TO BEARING PLATE਍ഀ EXISTING MASONRY ~ i /਍ഀ _ X~ ~ ' ~ _ _ ~ _ WALL PER PLAN _ 0.6 C CONFORM Uf t਍ഀ 24 GAGE DECKING FIELD VERIFY SOLID GROUT਍ഀ WELDED TO INV. WVERTED WT 3x4.5 3 CELLS BENEATH BEAM਍ഀ WT'S AND ANGLES @ 16" o.c. POCKET TO BOND BEAM BELOW਍ഀ / r'r \ r਍ഀ { ~I r~ ■ l l ■ r~ g v I f -I I I- v A V C 1 t"11 L h਍ഀ 3l4"=1'0' V70- S2 /3/4" 1 -Of. 0਍ഀ 000਍ഀ DETAIL D Q਍ഀ 1 112" =1'-0°਍ഀ S2 of 2਍ഀ