HomeMy WebLinkAbout20200785 DeGregoria Residence House Plans 40 CONCRETE
SLAB ON 6 MIL. 8"CMU
POLY V.B.ON 40 WALLS COMPACTED FOR NEWr - I\/F6\
CRUSHED STONE "GORDON" o
DOOR -
4'0" 5'4' REPLACE
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FOUNDATION RESIDENTIAL
t COMMERCIAL
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T, REPLACE RIM JOIST 4'-0"
"o v /LVL FOR HEADER \ f(OR 4'-8")f
v d, (NO CMU ABOVE OPENING) m BRICK
3/0x6/8 INSULATED DOOR o I I SEP
a I I MICHAEL P. PERRI
'A U L J ARCHITECT
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a ABOVE
8 Jumel Place
W Saratoga Sp"ngs,NY 12866
1430 It
POINT LOAD
518.526.9265
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3-I/2"x II-7/8" 3-1/2'x9-I/4"LVL
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Na CRAWL IGARAGE 1 .�,e.a®e.ff,o� �o .0—.
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DRAWN BY:TP
* S 5 DATE.1/16/2020
REPLACE / SCALE.AS NOTED
FOUNDATION
SHEET NUMBER
BRICK
® FOUNDATION PLAN `AO E A 00
BOVII I/4" I'-0" 1 —
FOUNDATION PLAN
40-0" 6'-9"
"CORDON" DOOR BELOW
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4'-S' \ 3/4 x 2/9 R.O. 2/6x3/0 R.O.
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(2x)I6"x29'GLASS -
N . (2x)I/5x2/7 VENT q HALF STEPS
N 'o BATH "= DNo > o
oQ 13"x22" °÷6 PROVIDES/8"TYPE'X' m' RESIDENTIAL
I PORCH I 4� GLASS GYP.BOARD ON GARAGE COMMERCIAL
z = 8 o SIDE OF WALL BETWEEN ARCHITECTURE
6-0" I�, HOUSE AND GARAGE
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CASEMENT
2 1 m 2/0 x 3/4
B+ a 20"x36"GLASS
6a I W 22"x35"VENT MICHAEL P. PERRI
3-1/2"x14"LVL a ARCHITECT
• BEAM ABOVE 3-1/2"x14' LVL BEAM ABOVE i1m N
�5r 5 5 ANT 1 (9'-9 SPAN) J N
N* J W I t,-, 8Jumel Place
a ] \ Saratoga Wings,NY 12866
518.526.9265
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~ RENOVATIONS
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8 TO:
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N 10-1/2"TREADS -, -' Sara-toga Springs,New York
PICTURE w/I"NOSING
6/6x4/4 R.O. N 8"RISERS ,1
6/0x3/5 GLASS +6 EXISTING(4)2x10 BEAN ABOVE-NEEDS _ p^Q®g^ o i,o . __.
A 9-1/2' LVL SISTERED TO EACH SIDE _� PE
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REVISIONS
S
PORCH I BAY 63"x57"GLASS
(40 16'x28"GLASS
(2x)19"x30 VENT
6"O.H. 9'-4"M.O. v DRAWN BY.TP
N. ABOVE-NSL NI® * DATE.I+16/2020
BRICK
VENEER SCALE:AS NOTED
/ /29'-6' 17'-3" / SHEET NUMBER
+/- +/- NOTES:
I.ROOF FRAMING ARE TRUSSES
I FIRST FLOOR PLAN Al 0 1
SPACED AT 24"O.G.
AIOI I/4" . 11-0" 2.ALL WINDOWS TO BE NEW
FIT TO SANE OPENING. FIRST FLOOR PLAN
NATURAL LIGHT, VENTILATION t EMERGENCY EGRESS RECS.
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REMARKS
HABITABLE AREA OF REQ. ACTUAL REQ. ACTUAL SQ.FT.
ROOM ROOM LIGHT/8% LIGHT VENT/4%OF VENT OPENING
IN 50. FT. OF ROOM SQUARE ROOM AREA SQUARE FOR EGRESS RESIDENTIAL
AREA FOOTAGE FOOTAGE
COMMERCIAL
FIRST FLOOR (2)18 SF DOOR EIS ARCHITECTURE
(OPEN PLAN) 955 76.4 83 38.2 62.0 OPENINGS
® FILL JOIST END SPACES w/
�� 5'OF ROXUL(R-5/INCH)
�I 1/2"ANCHOR BOLTS AT 48"
�0� O.C,i 12"FROM CORNERS
MICHAEL P. PERRI
ilftt.__y ARCHITECT
44. 1
I%ICq41410g--:' 8 Jamel Place
WitFINISH GRADE Saratoga Springs,NY 12866
518.526.9265
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RENOVATIONS
TO:
��'1 38 PINE ROAD
8'CMU w/"DUR-O-WALL"
R-I9 FSK'BLANKETS" ��O LATERAL REINFORCING
�I EVERY OTHER COURSE
__ WATERPROOFING Saratoga Springs,New York
ill (BELOW GRADE) 11,1471H:
DRILL 44 BARS w/ it ��EFI u�u �,n,"��.__
EXISTING 4 EPDXY-IN IAI RE°1S1°"s
EXISTING CONC.SLAB;
PATCH AS REQUIRED
a rqi CANTED WATERPROOFING
Y TP
InRETAIN EXISTING FOOTING on,EWNnsrrzozo
IF IN GOOD CONDITION or
8'x I6"w/(2)CONT.it4 BARS
SCALE OS NOTED
SHEET NUMBER
I DETAIL AT FOUNDATION WALL A201
A201 3/4" . P-0"
DETAILS&SCHEDULES
RENOVATIONS TO:
38 PI\E ROAD, SARATOGA SPRI\CSS, \EA YORK hl%6\
GENERAL NOTES FRAMING NOTES DRAWING LIST: RESIDENTIAL
I. ALL WORK SHALL COMPLY WITH NYS BUILDING CODE AND ALL I.ALL INTERIOR WALLS TO BE 2x4's AT 16"O.C. TS -TITLE SHEET AND NOTES COMMERCIAL
OTHER APPLICABLE CODES AND ORDINANCES OF THE LOCALITY 2.ALL NEW EXTERIOR WALLS TO BE 2x4'5 AT 16"O.C. ARCHITECTURE
AND SHALL MEET THE ARCHITECT'S STANDARDS. 3.ALL HEADERS UNLESS OTHERWISE NOTED ARE(2)2xS's, AI00- FOUNDATION PLAN
2. FOLLOW MANUF'S INSTRUCTIONS FOR ALL MATERIALS INSTALLED. 4.FRAME ALL DOORS AS PER MANUFACTURER SPECS.
3. INFORM THE ARCHITECT IMMEDIATELY OF ANY CONDITIONS THAT A101 - FIRST FLOOR PLAN
MAY DETRIMENTALLY EFFECT THE WORK.
4. ALL WORK SHALL COMPLY W/INDUSTRY STANDARDS INCLUDING ENERGY CODE COMPLIANCE A201 - DETAILS 6 SCHEDULES
BUT NOT LIMITED TO NWMA, ACI, AICS,ANSI AND NEC. THIS PROJECT AS SHOWN CONFORMS TO THE MICHAEL P. PERRI
5. PROVIDE PROPER BEARING FOR ALL STRUCTURAL MEMBERS; REQUIREMENTS OF THE IECC 2015 FOR CLIMATE ZONE 5.
REINFORCE PROPERLY;PROVIDE PROPER METAL FASTENERS AND ARCHITECT
CONNECTORS AS NECESSARY INCLUDING SHEAR CONNECTORS AND BASEMENT R-19 CONTINUOUS
HANGERS.WHERE EXISTING SUBSTRATE OR MATERIALS ARE
DAMAGED, REPLACE AND REFASTEN TO ENSURE PROPER QUALITY WALLS MIN. R-3 PER INCH IN OPEN WALL
OF JOB. CAVITIES REQUIRED 8Jomel Place
Saratoga Springs,NY 12866
6, ALL LUMBER SHALL BE SPF 41 OR#2, 518.526.9265
7. ALL CONCRETE SHALL BE MIN.3500 PSI. ROOF/CEILING R-49
8. CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS. w.wv.mienaeioerriarenneet.eom
9. CONTRACTOR SHALL NOT VARY FROM PLANS WITHOUT EXPLICIT NEW WINDOWS U.3 or BETTER
CONSENT FROMARCHITECT.
10. DO NOT SCALELF FROM DRAWINGS. 75%OF NEW LIGHT FIXTURES MUST BE LAMPED WITH HIGH RENOVATIONS
II. ALL ELECTRICAL WORK SHALL COMPLY WITH NYS, NEC, EFFICIENCY BULBS. TO:
NYBFU, REQS.CURRENT AT THE TIME OF CONSTRUCTION. 38 PINE ROAD
12. UPGRADE SMOKE DETECTION TO CURRENT CODE INTERCONNECTED, STEPS STAIR AND RAILING NOTES
HARDWIRED W/BATTERY BACK-UP.ONE SMOKE DETECTOR x
(SD)IN EACH BEDROOM AND IN COMMON AREA ON EACH FLOOR I.CLOSED RISER DESIGN
INCLUDING BASEMENT. PROVIDE CARBON MONOXIDE DETECTOR 2.8-I/4" RISERS MAX.
ON EACH LEVEL.BATTERY OPERATED DETECTORS SHALL BE (CALCULATE AS PER FINISH GRADE) Saratoga Springs,New York
PERMITTED IN LOCATIONS THAT CANNOT BE READILY HARDWIRED 3.9-I/4"TREADS:36"WIDE(MIN.)
AND INTERCONNECTED TO SYSTEM. DETECTORS OUTSIDE BR 4.HANDRAILS w/ -I/4'TO 2" DIA.GRIP REQUIREMENT 1C OP
MUST BE WITHIN 15'. AT 36'HEIGHT MEASURED FROM TREAD NOSINGS.
13. PROVIDE ALL DEMO.,EBLOCKING AND RELOCATING.
14. PROVIDE ALL REMOVALS AND RELOCATION OF ITEMS TO 5. 1-1/2"MIN.SPACE BETWEEN HANDRAIL AND POSTS ""'"�®ej""`=""""®`_"`"'�'n'
REMAIN AS REQUIRED. or WALLS. E""_ a =r--
15. 2000 PSF MIN.BEARING CAPACITY OF BASE FOR ALL 6.WHERE APPLICABLE RAIL BALUSTERS SPACED w/3-7/8"
FOOTINGS ASSUMED. OPENINGS BETWEEN. REVISIONS
16. PROVIDE FASTENERS BOLTS, ETC.COMPATIBLE w/MATERIALS 7.GUARDS AT 36"ABOVE FINISH FLOOR, WHERE REQUIRED. 4X4 POST RETURN TO WALL
IN CONTACT. 8.THE STAIR DESIGN SHOWN 15 SCHEMATIC, V.I.F.AND OR 2X4 WALL OR NEWEL POSTS
17. RELOCATE ALL VENTS, HOSE BIBS, ETC.THAT WILL INTERFERE ADJUST AS REQUIRED;CONSULT WITH ARCHITECT ®� ®y
u;/WORK. �m� ���� 1 1/2" DIA.RAIL
I8.PROVIDE ALL TEMPORARY SUPPORTS REQUIRED DURING DEMOLITION AND REMOVALS -�-� �m BRACKET
CONSTRUCTION. n DRAWN BY:.E
I. PROVIDE AS NECESSARY AT EXISTING IN ORDER TO _
DESIGN CRITERIA ACCEPT THE NEW WORK. STAIR NOSING STAIR NOSING DA.e insroo
BELOW BELOW SCALE.AS NOTED
G L WIND SEISMIC FROST FLL
50 115 B 4'-0" 40 SHEET NUMaER
TYPICAL
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STAIR RAILING DETAIL TS
3/4.-Ir-0'
TITLE SHEET AND NOTES