HomeMy WebLinkAbout20200785 DeGregorio Residence Garage Plans 8"POURED CONCRETE WALLh/F6\
w/tt4 VERTICALS AT 48" 8"x 16'CONCRETE FOOTING w/(2)
O.C.4 tt4 BAR HORIZONTAL CONT.tt4 BARS ON UNDISTURBED
AT TOP OF WALL or COMPACTED CRUSHED STONE
RESIDENTIAL
\ \ _ ., \ ARCHITECTURE
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SLAB ON GRADE
5"CONCRETE SLAB w/ MICHAEL P. PERRI
6x6 WWF ON 6 MIL. POLY VAPOR ARCHITECT
o BARRIER ON 4"MIN.
CJ COMPACTED CRUSHED STONE CJ 7';',=1.
:' 13'-91/2" / 73-0 ezemei Place
30"x 36"x 12"COLUMN Saratoga springs,NY 12866
1 24"x 12"STRIP FOOTING FOOTING w/(2)SETS i 518.526.9265
wi(3)tt4 BARS CONT. OF 3 CROSSED 44 BARS w.tw.mmnaeiperriaranireacaom
FOR BEARING WALL ABOVE ON COMPACTED STONE
`" - ———1 (EACH END OF GIRDER TRUSS) 1 r L®1—i \
O V 1 1 1 o DETACHED
N \ C�� CJ CJ 1 E 1 -Z.4 GARAGE AT:
CONTROL L T m r J \ 38 PINE ROAD
\_TOP OF THIS WALL JOINTS(CJ)
TO BE 5"BELOW
CONCRETE SLAB 1 '
\—CONTROL JOINTSara-logo springs,New York
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-8"x16'BLOCK w/VERTICAL tt4 BARS AT 48"O.C. SCAB.AS NOTED
DOWELED INTO FOOTING.
-FILL BLOCK AT ANCHOR BOLTS w/GROUT. SHEET NUMBER
I FOUNDATION PLAN -"DUR-O-WAL" LATERAL REINFORCING BETWEEN
A100 I/4" 11-0" TOP COURSE AND NEXT COURSE DOWN 4 2 A 1 00
COURSES DOWN FROM THERE.
FOUNDATION PLAN
/ 0 /
h`\`\/ 9'—6" IA-0" 9'-6" /
RESIDENTIAL
I=i- _.— _.� _.- _ _.- _.� _.- _.� _.- _I=_.� _.— _.� _.— _, ` ARCHITECTURE
3'-0"x 4'-0' 3'-0"x 4'-0"
SH UNIT 5H UNIT
tl ae I MICHAEL P. PERRI
I SHOP I Q$ ARCHITECT
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N 0 '1 p2[ 8Jumel Place
6 W Saratoga Springs,NY 12866
Irl S I 518.526.9265
3-1/2'x9—I/4' LVL
m 2x6 q"SO,or ROUND HEADER ABOVE smichaelnerriarchitect.com
BEARING STEEL COLUMN
WALL (EACH SIDE)
L _ _ — GIRDER TRUSS ABOVE _ _ i DETACHED
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1 38 PINE ROAD
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is CO
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HEADER ABOVE REVISIONS
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DRAWN BY:TP
SCALE:AS NOTED
SHEET NUMBER
I GARAGE PLAN
AI01 1/4" . 0-0" A l 01
GARAGE PLAN
RESIDENTIAL
ARCHITECTURE
MICHAEL P. PERRI
ARCHITECT
WALL PLATE
12 ELEV. = 18'-0' $ 8lamel glace
5 . Saratoga Springs,NY 12866
518.526.9265
w.vw.micFaelPerriarcFifect.com
FLASHING
TOP OF GIRDER
12 ELEV. = 14'-01 DETACHED
WALL PLATE3 GARAGE AT:
ELEV. = 12'-6" COMPOSITE TRIM 38 PINE ROAD
2"O.H.
TYPICAL1...._ WALL PLATE
ELEV. = 10'-0'
- Saraloga Springs,New York
VENTED VINYL SOFFIT
(TYPICAL)
VINYL SIDING R TRIM
7
Ero, ZIu,4 =_
q'-0"x 8'-0" REVISIONS
OVERHEAD DOOR
AS PER OWNER
- CONC.SLAB
ELEV. =0'-0" DRAWN BY.TP
DATE 3/2/2020
SCALE OS NOTED
SHE
I FRONT ELEVATION EN"
MBER
A201 I/4' - V-0' A201
FRONT ELEVATION
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RESIDENTIAL
ARCHITECTURE
[ASPHALT
SHINGLES MICHAEL P. PERRI
ARCHITECT
8 Jumel Place
Saratoga Springs,NY 12866
518.526.9265
w.vw.m i Cha elperriarch itect.Com
DETACHED
COMPOSITE TEM GARAGE AT:
38 PINE ROAD
Sara-logo Springs,New York
- VINYL SIDING 4 TRIM
REVISIONS
EXPOSED CONCRETE
FOUNDATION WALL
MIN.8"ABOVE GRADE
DRAWN BY:TP
SCALE:AS NOTED
e SIDE ELEVATION SHEETNUA202
BER
I'
I/4' . -0'
SIDE ELEVATION
RESIDENTIAL
ARCHITECTURE
MICHAEL P. PERRI
ARCHITECT
8 Jumel Place
Saratoga SP nn.9 5 12866
H..---
COMPOSITE
518.526.9265w.vw.micFaelPerriarcFifect.com
TRIM DETACHED
GARAGE AT:
11111111
38 PINE ROAD
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3�-0"%2�-01 Saraloga Springs,New York
SILVERLINE`ACID
q 1
VINYL AWNING UNIT
�j �� VINYL SIDING 4 TRIM ,.ae,.,���W���,
_ \
/ THERMATRU DOOR
REVISIONS
AS PER OWNER
DRAWN BY:TP
SCALE:.NOTED
SHEET NUMBER
•REAR ELEVATION
• 1/4' . 11 A203
REAR ELEVATION
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RESIDENTIAL
ARCHITECTURE
7'-0" 12'-0" 12'-0" 7'-0' f
4'-0'z 2'-0"
SILVERLINE FIXED MICHAEL P. PERRI
SOLID VINYL UNITS 7-COMPOSITE TRIM ARCHITECT
8 Jumel Place
Saratoga Springs,NY 12866
518.526.9265
FLASHING+ICE& www.micnaelperriarcnitecccom
WATER SHIELD RUN
S"MIN.UNDER SIDING
DETACHED
GARAGE AT:
ASPHALTSHINGLES 38 PINE ROAD
12"O.H. Sara-logo Springs,New York
TYPICAL
VINYL SIDING 4 TRIM ana®m.fE,o PEa,w®,onE.�m_C.
0 0 REVISIONS
DRAWN BY:TP
x 4'-0" DATE:3/2/2020
SILVERLINE SOLID VINYL
SINGLE HUNG UNITS SCALE:AS NOTED
SIDE ELEVATION NUMBER
SIDE ELEVATION
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RESIDENTIAL
DRIP EDGE ARCHITECTURE
COMPOSITE TRIM(TYPICAL)
ASPHALT SHINGLES ON ON 5/4x12 FASCIA BOARD
ICE 4 WATER SHIELD ON
1/2"SHEATHING 4 2x12 VENTED VINYL SOFFIT(TYP.) WALL PLATE $ \ \
RAFTERS AT 16"O.C. 121 ELEV. = 18'-0"
5[72' ________--VINYL SIDING ON TYVEK ASPHALT SHINGLES ON
2x BLOCKING BETWEEN 4 I/2"SHEATHING w/2x6 o MICHAEL P. PERRI
ICE 4 WATER SHIELD ON
RAFTERS; LEAVE 2"MIN. STUDS AT 16'O.C. 5/8'SHEATHING Q ARCHITECT
AIR SPACE AT TOP -.....„---FLASHING TOP OF GIRDER
II' 12 ELEV. = 14'-0"
AWALL PLATE 3 e Umoi Place
ELEV. = 12'-6" ` ` HURRICANE CLIPS 5aratogaso"7gr Nr I2aaa
�i 518 52b 92b5
\ (TYPICAL) v
HURRICANE CLIPS w.vwm=naeioerraranireacaom
(TYPICAL) ii WALL PLATE
ELEV. = 10'-0"
GIRDER TRUSS i DETACHED
DOUBLE TOP PLATE COMPOSITE TRIM(TVP.) m
ON 5/4 FASCIA BOARD GARAGE AT:
STANDARD TRUSSES VENTED VINYL SOFFIT 38 PINE ROAD
- HUNG OFF GIRDER TRUSS VINYL SIDING ON TYVEK
I LIFT I 4 1/2'SHEATHING w/2x6 0
STUDS AT 16"O.C. o
5'CONCRETE SLAB w/ 15140P P.T.2x8 SILL PLATE w/SILL Saratoga Springs,New York
6x6 WWF ON 6 MIL. SEALER 4 1/2" DIA.ANCHOR
POLY VAPOR BARRIER BOLTS(HOT-DIPPED)AT
ON 4'MIN.COMPACTED 48"O.C.4 12' FROM CORNERS
CRUSHED STONE "'"=®e�""�"�`�`�`"`�_'
CONC.SLAB -- CONC.SLAB
ELEV. =0'-0n ELEV. =0'-0" $ \ \
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III: 1 1 1:ii 8' POURED CONCRETE WALL REVISIONS
bi 1 I I w/tt4 VERTICALS AT 48"
O.C.4 tt4 BAR HORIZONTAL
I, �,I -T 11 TL f j,; AT TOP OF WALL
\
30"x 36"x 12' SETS \-24"x 12"STRIP FOOTING 8'z 16"CONCRETE FOOTING w/(2) DRAWN Bv.TE
FOOTING RS (2)DSETS w/(3)It4 BARS CONT. CONT.114 BARS ON UNDISTURBED
-6"I ° Al K w/VERTICALRT: OF COMPACTED CROSSED 114 BARS or COMPACTED CRUSHED STONE DATE 3/2/2020
-8"x16'BLOCK w/ u4 BARS AT 48"O.C. ON STONE FOR BEARING WALL(BEYOND) SCALE.AS NOTED
DOWELED INTO FOOTING. (BEYOND)
-FILL BLOCK AT ANCHOR BOLTS w/GROUT. SHEET NUMBER
-"DUR-O-NAL" LATERAL REINFORCING BETWEEN I SECTION A301
TOP COURSE AND NEXT COURSE DOWN 4 2 A301 I/4' - II-0'
COURSES DOWN FROM THERE.
SECTION
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2x12 RAFTER RESIDENTIAL
ARCHITECTURE
DOUBLE TOP PLATE � iii
h�
ELEV. IS' 0' /
2x8 BLOCKING
BETWEEN RAFTERS
®IIS
DOUBLE 2z6 TOP PLATE MICHAEL P. PERRI
DOUBLE 2z8 HEADER AT ARCHITECT
CLERESTORY WINDOWS
FRAMED OPENING FOR
BOTTOM OF GIRDER 4'-0'x 2'-0" FIXED 8Jomel Place
it ELEV. = 10'-0" - - WINDOW UNITS Saratoga
518.526.9265r izaaa
(SEE ELEVATION)
2x6 PLATE w.wv.mmnaaiparnarcniracccom
I/2"STEEL PLATE w/(4)
STUD WALL I/4"BOLTS INTO PLATE I DETACHED
NOT SHOWN
GARAGE AT:
4"SQUARE a-ROUND 38 PINE ROAD
I/2"STEEL PLATE(0x12') STEEL COLUMN
w/(4)1/2"ANCHOR BOLTS 7° �''
4.
IIMINMENEIMSaratoga Springs,New York
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SINGLE WALL PLATE
ONDOUBLE WALL PLATE TRUSSES """=®e'""`°""""®`°"`"'�'�'
FOUNDATION WALL FROM 10 FT.WALL BELOW; NOT SHOWN ,��„�;��,G,q,,,14 �,n,a�=--
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SCREW PLATE TOGETHER
V 30'66"x12”COLUMN FOOTING w/40 SIMPSON STRUCTURAL
REVISIONS
w/(2)SETS OF 3 CROSSED SCREWS AT 16"O.G. IN
° P4 BARS ON COMPACTED STONE ADDITION TO REGULAR
a, NAILING PATTERN
DOUBLE TOP PLATE a
a ELEV. 10'_0' ��lDRAWN ev.TP
a III
DATE 3/2/2020
SCALE OS NOTED
DETAIL OF UPPER WALL SHEETNUMBER
0/ COLUMN DETAIL AT PLAYROOM a FRAMING BETWEEN TRUSSES A302
3/4" I'-0" I 3/4' . I'-0'
ETP.I LS
DETACHED GARAGE AT:
38 PI\E ROAD, SARATOGA SPRI\CSS, \EA YORK
GENERAL NOTES CONCRETE, BACKFILL 8 FOUNDATION NOTES DRAWING LIST: RESIDENTIAL
I. ALL WORK SHALL COMPLY WITH NYS BUILDING CODE AND ALL I. ALL CONCRETE TO BE 3500 psi -28 DAY UNLESS TS -TITLE SHEET AND NOTES ARCHITECTURE
OTHER APPLICABLE CODES AND ORDINANCES OF THE LOCALITY OTHERWISE NOTED.
AND SHALL MEET THE ARCHITECT'S STANDARDS. 2.ASSUMED SOIL BEARING VALUE OF 2000 psf. AI00- FOUNDATION PLAN
2. FOLLOW MANUF'S INSTRUCTIONS FOR ALL MATERIALS INSTALLED. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
3. INFORM THE ARCHITECT IMMEDIATELY OF ANY CONDITIONS THAT 3.WOOD SILL PLATE SHALL BE ANCHORED TO A101 -GARAGE PLAN
MAY DETRIMENTALLY EFFECT THE WORK. FOUNDATION WITH ANCHOR BOLTS AT A MAXIMUM
4. ALL WORK SHALL COMPLY Ni INDUSTRY STANDARDS INCLUDING SPACING OF 4'-0"O.C.AND LOCATED WITHIN 12" A201 - FRONT ELEVATION
BUT NOT LIMITED TO NWMA, ACI, AICS,ANSI AND NEC. FROM THE ENDS OF EACH PLATE SECTION. MICHAEL P. PERRI
5. PROVIDE PROPER BEARING FOR ALL STRUCTURAL MEMBERS; 4.ANCHOR BOLTS SHALL BE AT LEAST 1/2" IN A202-SIDE ELEVATION ARCHITECT
REINFORCE PROPERLY;PROVIDE PROPER METAL FASTENERS AND DIAMETER AND SHALL EXTEND A MINIMUM OF 7"
CONNECTORS AS NECESSARY INCLUDING SHEAR CONNECTORS AND INTO CONCRETE. A203-REAR ELEVATION
HANGERS.WHERE EXISTING SUBSTRATE OR MATERIALS ARE 5.FINISH GRADE SHALL NOT BE CLOSER THAN 8"
DAMAGED, REPLACE AND REFASTEN TO ENSURE PROPER QUALITY FROM TOP OF FOUNDATION. A204-SIDE ELEVATION
8 Jumel Place
OF JOB. 6.FOOTING DOWELS SHALL BE PROVIDED TO CONNECT Saratoga springs,NY 12866
6. ALL LUMBER SHALL BE SPF UI OR U2. FOOTINGS TO WALLS AND SHALL CONSIST OF 44 A301 -SECTION 518.526.9265
7. ALL CONCRETE SHALL BE MIN.3500 PSI. BARS AT 4'-0"O.C.BARS SHALL EXTEND A
8. CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS. MINIMUM OF 12'OUT OF TOP OF FOOTING AND A302-DETAILS w.tw.mmnaelperriarcnirecccom
9. CONTRACTOR SHALL NOT VARY FROM PLANS WITHOUT EXPLICIT SHALL BE EMBEDDED A MINIMUM OF 6" INTO
CONSENT FROM ARCHITECT. FOOTING.
10. DO NOT SCALE FROM DRAWINGS. DETACHED
II. ALL ELECTRICAL WORK SHALL COMPLY WITH NYS, NEC, 7.VERTICAL REINFORCING SHALL CONSIST OF 44 BARS
NYBFU, RECS.CURRENT AT THE TIME OF CONSTRUCTION. AT 4'-0' O.C.AND SHALL BE LAPPED TO tt4 GARAGE AT:
12. PROVIDE ALL RECD.BLOCKING AND FIRESTOPPING. FOOTING DOWELS EXTENDING VERTICALLY 12"OUT 38 PINE ROAD
13. PROVIDE ALL DEMO., REMOVALS AND RELOCATION OF ITEMS TO OF FOOTING PLACED AT 4'-0"O.C.
REMAIN AS REQUIRED. 8.HORIZONTAL REINFORCING SHALL CONSIST OF(I)
14. 2000 PSF MIN.BEARING CAPACITY OF BASE FOR ALL tt4 BAR, AT 12" DOWN FROM TOP OF WALL.
FOOTINGS ASSUMED. 9.ALL WORK SHALL COMPLY WITH ACI, ASTM AND
15. PROVIDE FASTENERS BOLTS, ETC.COMPATIBLE w/MATERIALS ANY OTHER APPLICABLE REFERENCED STANDARDS Sara-logo Springs,New York
IN CONTACT. RELATING TO CONCRETE MIX AND PLACEMENT.
16. RELOCATE ALL VENTS, HOSE BIBS, ETC.THAT WILL INTERFERE 10.PROPERLY CURE ALL SLABS AND FINISH WORK.
w/WORK. II.CUT CONTROL JOINTS WITHIN 24 HOURS OF POUR.
17.PROVIDE ALL TEMPORARY SUPPORTS REQUIRED DURING VERIFY LOCATIONS w/ARCHITECT. e.a®e•,,o,Fa,�,o •�m=
CONSTRUCTION. 12.DO NOT PLACE CONCRETE ON ANY SUB-BASE iFN u,u =,_
THAT MAY DETRIMENTALLY AFFECT WORK.
13.PROVIDE SLEEVES FOR UTILITIES(WATER, SEWER, REVISIONS
DESIGN CRITERIA GAS, ETC.)AS PER OWNER'S LOCATIONS.
Ga L WIND SISMIC FROST ELL
50 115 B 4'-0" 4o FRAMING NOTES
I.ALL INTERIOR WALLS TO BE 2x4'5 AT 16"O.C. (U.N.0).
2.ALL NEW EXTERIOR WALLS TO BE 2x6's AT 16"O.C. DRAWN BY TP
3.ALL HEADERS UNLESS OTHERWISE NOTED ARE(2)2x8'5.
4.FRAME ALL DOORS AS PER MANUFACTURER SPECS, DATE 3/2/2020
SCALE OS NOTED
STEPS NOTES
SHEET NUMBERI.CLOSED RISER DESIGN
2.8-1/4" RISERS MAX. TS
(CALCULATE AS PER FINISH GRADE)
3.9-1/4"TREADS:36"WIDE(MIN.)
TITLE SHEET AND NOTES