Loading...
31B_248A renovations to haven houseA 1 dIF '1�I�—_ 1/. 1 II =i ce r 1 �M MN II�' MM QI MU�►`•!�'�(. i t EW BASEMENT 1117 NOM PIPE RAIL TYP 1' -1P NEW FLAT SEAM COPPER ROOF REPLACE EXG SLATE ROOF i -1 i i —t i I— III —II =t 1 I =III —III 1 =1 1 =III m —m —m n —m —m .I 11 =1 I I =1 f 1 =1 f 1 =1 I f I f =1 11 =1 11 =1 i 1 =1 I f =1 f 1 =1 I I -1 11 =1 11 =1 I I -1 11 =1 I I -1 I I -1 11 =1 I I -1 I I -1 11 Ifil ETDN mom.,111 =1 I I III -1 I I -1 11 =1 I l ER 1 9TA RI I I =I NSW BR CM I 11 -1 ITR S ACKER Ot TS E T I 1 1 1 -III III —I I— III —I 11 =l 11 =1 11 =1 11 1 i! ==f 11 =1! 1 =1! 1 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =I I i I =1 11 =1 I I -1 111'YATERCOURS TRIM III I I —I 1 1 —I I I—I 1 1-111 111 =11 I -1 11-1 1 1-111 —f 11-111= 111 -1 I I —I 1 I —I 11 -11 I—I 11 -1 I I -111 —III —I 11 -111- 111- 111 -111 -1 EXG HATCH FOUNDAMN.:1 11 Wes 3116 1' -0" REPACE EXG w/ NEW MEMBRANE ROOF w/ COPPER DRIP E NEW STANDING SEAM COPPER ROOF No. DescrIpEon Data NEW COL. MATCH DETAIL EXG REAR ENTRY REPLACE EXG SLATE w/ NEW ARC-HIMET'RICS DESIGN STUDIO Q. 180 STRONG STREET AMHERST, MA 0 1002 irr Ti m m rr1- m— m— m— m— m —m —m— m II I -1 I I -1 I I -1 I I -1 I I -1 11 =1 I I -1 I I -1 11 =1 I I -1 I I -1 I I 1 11 =1 11 -1 I I -1 I I -1 I 1 I I -1 I I -1 I I III —=111-111=11 III III III III —I I I_I I I— I II I III II —I I -1 1 III =1 1 -1 1 —I I —I 1 I I 1 I-1 1 1 =1 1 1 I I _I I I_I I I_I I I- 111_111_1 I I_I I I_I I I_I I I I I I_I I I III —I 1E111 11 111 111 111 111 111 111- 111- 111- 111 -111 —I I I- 111 -111- 111 111 111 III 111 111 111 -1 i 1 =111 III III —1 I I -111 II I —I I I E I I I —I I I—I I I—I I I I I I —I I I E I I— III III III III —III I -111 —I I I —III -111 =1 I I —I 11 =11r =_I HEM =111=1 i t =1 1 =111 II���III 11 111 111 111 1i l li l l lll l l lll���lll „II1 O south 3116” 1' -0 •C n aWl 06. _f n 27 Roo -10�/ Third Fl 19'_4" Second Floor n 10' -o" V First Floor n Renovations to Haven Raise C�...iah /x..11...... Al...ih....•...a�._ a A nA non Roof 2T Third Floor n 19' -4" Second Morph 10' -0 First Floor 0" -J a Type Mark Apx Existing Opening Material Operation Description Comments Width Height Al 2 6" 5 1" Clad Wood Provide Casement Muhl -pane sash See Alternates A2 1' -8" 5 1" Clad Wood Fixed Mutt) -pane sash See AJtemates A3 3 -4" 5 -1" Clad Wood Provide Casement Multi-pane sash See Alternates A4 2 -0' 5 -6' Clad Wood Casement Multl-paane sash See Alternates A5 2 -10' 6 11" Clad Wood 0 H Muttl -pane sash See Alternates A6 2 8' 3 8" Clad Wood DH Mufti -pane sash See Alternates A7 3 3 2 -13' Gad Wood Casement Multi -pare sash See Manatee A8 3 -0' 3 5" Clad Wood 0H Multi-pane sash Sea Alternates AS 2 9" 2 9" Gad Wood Fixed Round Muni -pane sash See Alternates A10 3 -8' 2 -11" Clad Wood Faced Muti -pane sash See Alternates Roof_ 2 -10" Thin. Floor 19' -4" _Second Floor IL/ 10' -0" First Floor 1. REPLACE EXISTING GUTTERS AND DOWNSPOUTS TO EXISTING REPLACE EXG STATE ROOF REPLACE EXG SUBSURFACE HEADERS. R O O F North 3/16" =1'-0" No. DescIpdon Date NEW WINDOW IN MODIFIED OPG NEW STANDING SEAM COPPER ROOF 2. EXTERIOR PAINTING TO INCLUDE ONE COAT FINISH ON ENTIRE BUILDING. SCRAPE LOOSE PAINT. PRIME NEW WORK AND PATCHES AND APPLY TWO COATS OF FINISH IN ADDITION TO FINISH COAT FOR ENTIRE BUILDING. NEW BASEMENT ACCESS ENCLOSURE —f II III III —I I I=GILATTI CETOREMAINI III —I i I— III =III ti I— III III III EW;171l I I I I I 1 I I IIII III =III =III III =III III =III III =I I =I i =III =III =III =III =III 1 =III =III III =StERAI III III III I 1E 6.-r NGI -I I I III III I II= III =II�III III= III= III= III= III= III= III= III= III= III= III= III= III= III =III =III =III =III =III =III III =I I= III= III =III =III 'Err; _I III III III III —I III III III =IIL -LIT =I I- III= III= III- IIIE111EIII= III- II-III- III -III =III- III -III- III III III -III -III -III -III= III III -III =I I -II -III V III III III II IN ARCHIMETRICS DESIGN STUDIO Q® 1 $O STRONG STREEi' AMHERST, MA 01 002 PETER LAPOINTE, ARCHITECT PH 413-548-9955 FAX 413-253-7825 GENERAL ELEVATION NOTES: 3 CAULK EXTERIOR PERIMETER OF WINDOWS PRIOR TO PAINTING. 4. INILL EXISTING OPENINGS WITH SIMILAR MATERIALS FOR SEAMLESS PATCH. 5. REPLACE PORCH DECKS WITH COMPOSITE TONGUE AND GROOVE DECKING. 6. INSTALL VAPOR BARRIER ON SOIL UNDER ALL PORCHES PRIOR TO DECK INSTALLATION. 7. CONSTRUCT NEW WOODEN STEPS WITH MAXIMUM RISER HEIGHTOF 7 S. INSPECT EXISTING FACADE FOR ROT DECAY DURING PAINT PREPARATION AND ADVISE ARCHITECT OF AREAS NEEDING REPAIR. Type Mark R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 R23 1124 R25 Apx Existing Opening Width Height 3 -0' 3 -4" T -9" 2 -7" 2.9" 4' -5" 2 -9" 2 -9" 3 -11" 2 -4" 2 -9" 1'- 10" 3 -10" 2 -9" 3 -0" 3 -0" 2 -9" 3 -0' 3 -8" 2 -9" 2 0' 6 -5' 5 -5' 3 -9" 3 -8" 5 -1" 3 -9" 6 0' 6 -0' 5 -10' 4' -5" s -0" s -5" 5 1" s -5' 6 5" 6 -5" S -5" 3 -8" S -1" 2 11" 4' -5" Material AJUmhum Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Igaid Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Clad Wood Operation Hopper 0H DH 0H 0H DH DH D H DH DH D 0H DH DH OH DH D H DH DH DH D H DH DH DH DH Description 3 Nes 6 over6 6 over 6 6 over 6 6 over 6 6 over 6 6 over 6 wer6 6over6 10 over 10 4 over 4 6 over 6 6 over 6 8 over 8 4 over 4 6 over 6 4 over4 1 overt 6 over 6 6 over 6 over 6 over 6 6 over 6 6 over6 6 over6 Renovations to Haven House Alternate Replacement Window Schedule Type Mark W1 W2 W3 W4 Rough Opening Width Height 3 -112" 3 -0" 2 -9" 3 -112" 2 -8' 5 -5" 3 -8' 1' -10' New Window Schedule Material Gad Wood Gad Wood Clad Wood Clad Wood Operation Faced DH Fbred Description 3 Nee 6 over 6 over 6 3 Nes FE:: 11111111':1, i1I11111111119111111111111111111 1111111 NI NM I'li4!CI ;IR VIII III II IjIII IIII���II VIII III 27" 10" Third Floor_ n 19' -4" S eco nd F loor n 10' -0" first Fkr 0" Smith College, Northampton, MA 01060 O ch O 1 w a Comment Basement Ut9dy Wind Comments Match EN) Exterior Match E, Etdettor rdl Match EXg 6tedor Till Match 6® Exterior TN X491