HomeMy WebLinkAbout20240054 128, 132 Washington Garage Demo & Construction North Elevation ComparisonElevations with transoms
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Q2 EA5T ELEVATION
SCALE, R3 W - 110'
11
6
NEW CONSTRUCTION
I
BF
Ole1
EXISTING HISTORIC, EXTERIOR WALL RETROFIT I GENERAL ELEVATION NOTE51
EASTINS EXTERIOR WALL ASSEMBLIES CONSIST OF HISTORIC WOOD FRAMING WITH • PROVIDE ALL RELYD FILL I ROUGH 6RADINS TO ACHIEVE
MASONRY IN ILL AND LACK CONTINUOS SHEATHING, HIM AND INSULATION. EXISTING LEVELS AS SHOWN ON THE DRAW IN65.
510INS SHALL BE CAREFULLY RB40VM AND SALVAGED FOR REINSTALLATION Yt6RE
FEASIBLE PROVIDE NEW I' INSAIATED ZIP SYSTEM SFEATHIN5 (OR APPROVED EOUNJ • ALL ROUSH 6RADED SURFACES SHALL CONTAIN NO
OVER EXISTING WALL FRAWN6, IN C110N5 ALL MAIUFACTTRIER-REMIRED TAPE, ROCK5 6REATER THAN 4' M ANY DIMENSION
FLA5IHS, 5EALANT5 AND ACCESSORIES TO CREATE A CONNIWUi WIS, ORANASE
PLANE AND AIR BARRIER SYSTEM. • 6.6. SHALL VERIFY THAT THE FINISHED GRADE
THE INTENT OF THIS RETROFIT 15 TO IMPROVE WEATHER. RESISTANCE, AIR INFILTRATION ELEVATIONS WILL WORK WITH THE ORAW@55 I THE
CONTROL, THERMAL PERFORMANCE AND 5T FWTURAL STABILITY RILE MAINTAMMG DESIGN INTENT. 66. SHALL COORDINATE WALKOUT AREAS
THE EXISTING HISTORIC EXTERIOR APPEARANCE ASSEMBLY SFW1 COMLY WITH THE ! STOOP AND 5T!51 5.
2025 RCCHY5 AND 2025 ELCCNfS UNLI21N5 AN EXI5T1N5 BIILDIN6 / HISTORIC
ST "TURE COMPLIANCE APPROACH. • ROUGH OPE IH6 IE16HT5 ARE TAKEN FROM TOP OF SLAB
DONTRALTOR SWILL COORDINATE ALL FLASHING, TRIM, SIDING, ROOFING AND WINDOW OR SUBFLOOR - NOT FINISH FLOOR
ERANSITION5 TO MAINTAIN CONTINUOUS DRAINA6E AND WEATHER PROTECTION INTERIOR
POLYETFIYLUNE VAPOR BARRIERS SHALL NOT BE NSTAIAM WITHIN EXISTUN6 EXTERIOR • ALL EXFOr" FOUNDATION WALLS SHALL BE PAINTED IN
TALL ASS&BLIPS UNLESS SPELFW.AUY DETAIL OTHERWISE VERIFY ALL EXISTING A COLOR AS SELECTED BY HOMED AFTER DAM I
:ON DITIOH5 AND NOTIFY ARCHITECT OF CONCEALED DETERIORATION OR CONDITCN5 WATERPROOF ARE COMPLETE). (SEE SPECIFICATIONS
ZON 56TENT WITH THE DES16N INTENT PRIOR TO PROCEEDING WITH WORK FOR DAM R WATEtPROOFINS).
• 6L. AND HO EOWER TO DISGY!a/ DECIDE IF ALUMINUM
HEAD FLA5HN5 SHALL BE RELUIREO AT THE WINDOW
DOOR HEAD CAP TRIM.
• SOFFITS SWILL BE HARDE SOFFIT PANELS - CUT TO
MEET DE516N INTER AND PROFILES A5 90-K
• FETAL DRIP ED6E - USE ROOFING CEMENT • BIM.
SINGLE COURSE - DO NOT ALLOW CEMENT I DRIP EDGE
TO C.OFE INTO CONTACT W EACH OTHER - THIS SHALL
APPLY TO RAKES ALSO.
EXTERIOR ELEVATION NOTES/
3=o w. I. ARCHITECTURAL 6RAOE FIBER6LA55 5HIHSLE ROOF -
F1FNbi,-i'.i OVER BUB1E LDINS FELT ON ICE ! WATER MRNE. �h ueT" Ha,,. -
2. NEW FASCIA 4 RAKE TRIM - SE BUILDINS SECTIONS AND
Wsrn� FPIf.- DETAILS.
3, HORIZONTAL CEMENT BOARD S M% E>ffOA2E, TO
— MATCH AND AL16N TO EXIST`6X AD.15T COURSING TO
=A'> 4 W9u� .'D�; HORK W WINDOW / DOOR 51L AND HEADS INSTALL PER
JE T`r' HANXFALTLRERS IN5TRIKTIOH5.
J �I .GEGkluw-. ,SEF,l'..
4. VE3RTIOAL BOARD / BATTEN 5(XH6 5/4' 6AlTBR ALL
VERTICAL SIDI%.IOINT5 TO BE SEALED BEFORE
vl COVERING W BATTENS ACCORDING TO MANUFACTURERS
_ DIRECTIONS.
5. 5/4' X 4' HNDON / OR TRIM W DRIP CAP MO DIN6. SEE
DETAILS AND CRO% SWT06 THROIK ROUT FOR HEAD
_ �.. FLASHING AS R150D.
6. PROVIDE STEP / COUNTER FLAWN6 AS REiO AT ALL
_ ROOF TO KAU INTE25FLTIOHS. SEE DETAIL 2 / Afi.
T. 5/4' X 4' CEMENT BOARD CORNER BOARD.
RAMP DETAIL (PER DRG SUBMI5510N) 6. 5/4' X 6' CEENT 130 TRIM W DRIP cM MOLDINS 4
N.T.S. FLASHING.
�
9. FINISHED 6RADE - 6L. 5HW1 COORDINATE AND FINISH
AS FWD. TO MEET TIE DF516N INTENT OF DRAWNNSS -
INEiRE ALL FINISH 6RADE5 SLOPE MIN 6' OVER 10'-0'
AWAY FROM EILD6.
10. 6L. TO COORDINATE STEP WITH FINAL FINISH 6RADE -
BEIM STEP NOT TO EXCEED 6' RISE
11. DAM PROOF 4 PAINT FOUNDATION WALLS ABOVE
NEW CONSTMTTON (AT REAM 6RADE WATERPROOF FOUNDATION WALLS BROW 6RADE
12. WITH NEW WALL COME To DIFFERENCES
ADJUST NCE AND BLOCK / FUR
OUT AS RE(i11RED ME 7o DIFTEtBY% IN HEM WAIN
C06TFWTION RELATIVE TO EXISTN6 HISTORIC WALL
REPAIRS / RINYNATIONS.
13. APPROX. LOCATION OF STOVE / FIREPLACE EXK 1ST TO
BE MIN 56 M FROM OPERABLE DOOR5 / HNXW5
COORDINATE W OWNER AND MANUFACTURER
SPECIFICATIONS AS REOV FOR TYPE, SNZI;, AND ALL
- PARNCLIARS. ENSURE PENETRATIONS CREATED ARE
2 WATERPROOF / IC4ILATED FROM EXTERIOR ELEMENTS.
— 1 14. WADER TABLE TRIM SPLL 'BR1D6E' THE TOP OF
-- — ------------- — F CWATION WALL TRANSITION BETWEEN NEW AND
ERI5TIN5.
— —
_ 15. ALTERNATE 6UFTER (V2 IN ROLM) AND DOWNSPOUTS -
TO 5PLAM MBLOCK AND FROM BL.D6. OR ONTO
EITHER TO UNDERGROUND ORY HE I
FOUNDATION.
1 RELOCATED 1 'I
EXIST. WINDOWS
IN EXIST. OPENINGS
EXISTS BIADIN6 TO REMAIN
(PER DFZQI
511 Broadway, Second Floor.
Saratoga Springs, NY. 12866
ph: 518.587.3385
www.sdatelier.com
Info@sdateller.com
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NORTH ELEVATION
sc�R.e' TANG' - Ic0'
PROJECT
2023-57