22 Vista Avenue Floor and Elevation Plan Project:
NEW 4-CAR DETACHED GARAGE
22 VISTA AVENUE
Y SALEM , MA 01970
............
Prepared for:
MR. MICHAEL KOSTOPOULOS
-- 22 VISTA AVENUE
KRITIKOS ARCHITECTS SALEM A 01970
f(annin9
rX�e 14 Olsen Road Peabody,MA 01960
Design
(978)531-4164 E-Mail:phil@kritikosarchitects.com
www.kritikosarchitects.com
NOTE#1: - L15T OF DRA1NiNG5 MATERIAL LEGEND d SYMBOLS ABBREVIATIONS
ALL WORK SHALL COMPLY WITH THE COMMONWEALTH OF MASSCHUSETTS STATE Detail No,
BUILDING CODE,THE REQUIREMENTS OF THE CITY OF SALEM,THE OCCUPATIONAL AND
HEALTH STANDARDS AND ALL OTHER APPLICABLE REGULATIONS,LAWS,ORDINANCES BUILDING
ION A-6 E
ETC.GOVERNING THE WORK. - F AFFL Above Finished Floor &L Glass 5TL steel
IRS PAGE
NOTE#2: A-1 FIRST FLOOR PLAN&ATTIC FLOOR PLAN AL Alen Gm 6yp5Yro I'latl Board STOR %Orw
ALL PLAN AND DETAIL DIMENSIONS SHOULD BE VERIFIED IN THE FIELD PRIOR TO A-2 ELEVATIONS E EARTH BD Board w N3td4;ped w Suspended
COMMENCING THE WORK.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL Detail No. A3 SECTIONS&DETAILS BLDG Building we Nigh Dttbity Poliiiner T t G Tor"t groove
DEVIATIONS IN THE DIMENSIONS AND LOCATIONS ETC.BEFORE PROCEEDING WITH DETAIL SMTION A-4 ROOF PLAN&DETAILS gL CFB Cement Fiber Board HR Hw TNK Thick
AFFECTED PART OF THE WORK. AS FOUNDATION PLAN,FRAMING PLANS,SECTIONS&DETAILS 6<'� a& Geyimg HT Newt TYP T
-Drawing No. A-6 ROOF FRAMING PLANS L NRLATION eiR Clear WWL kISUIffii0n/NSUlattd VCB Vtone yl G Base
wu
NOTE
THESE DRAWINGS FOR QUANTITIES,LENGTHS,SIZES,AREAS, Nc,"TION COL Cohmm LT Light VIF VeriN in Field
CLEARANCES ETC. (RIGID) CON, Dona w MAX MAK"A VPB Vemw Plaster Base
CONSTR C 11strUGtion MECN Mechsmieal Ac pwr Closet
NOTE#4: NE"DOOR .`,`; GONCREiE CONT Conthmlous MN Min" AD Mood
IT IS NOT INTENDED THAT THESE DRAWINGS SHOW EVERY CUT,CONDITION ETC.OF THIS —Door Size COWAtm CPf carpet MI5G Misceiiarieous pV Ab
SYSTEM. E MASONRY LWITS CT Ceramic Tile MO Mmonry Opening No ABhaR
NOTE#: STEEL CTR Cemter N/A Not Apples AT At4it
SITE SHALL BE LEFT CLEAN AT THE END OF EACH WORKING DAY.ALL DEBRIS SHALL BE DA oft] NI6 Not T Scan act
PICKED UP AND PLACED IN CONTAINERS,CONSTRUCTION QUALITY BAGS,DUMPSTER OR Dik Diameter NT5 Not TO Style
OTHER ACCEPTABLE MEANS. (RAU6H1 DSP D*w6er OFF Opposite
NOTE#&: E (FNSIED) DM N PLC Plaster fttic Lamin�e
ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF DURING THE EXTENT OF E STD ELEG EICcn Mearkal) I'm Pamted
THE WORK,AND THE SITE SHALL BE LEFT COMPLETELY CLEAN AND FREE OF DEBRIS AT EQ Ft{uel REQ Regllirtd
THE END OF THE CONTRACT.ALL DEBRIS SHALL BE PROPERLY DISPOSED OF. BR*K ETR Existing to Remain R0 Raugh Opening
EMT EXisthl Sid Similar
NOTE#T GYfSkRd BOARD FFL FhMed Floor SST 5taw"Rai
THE CONTRACTOR SHALL TEMPORARILY DISCONNECT AND REMOVE ALL EXISTING E OR PLASTER 6A GNP STD Standard
SERVICES THAT INTERFERE WITH THE PROPER INSTALLATION OF THE NEW j Pi.YY'i0O0
CONSTRUCTION.CONTRACTOR IS RESPONSIBLE TO NOTIFY THE ARCHITECTIOWNER OF UM
THESE SERVICES BEFORE DISCONNECTION.REINSTALL AND RECONNECT ALL
TEMPORARILY DISCONNECTED AND REMOVED ITEMS TO THE SATISFACTION OF THE
OWNER.
i
NOTE#8:
ALL AREAS DISTURBED OR DAMAGED AS A RESULT OF WORK BEING PERFORMED ARE TO
BE PATCHED OR REPLACED TO MATCH ADJACENT SURFACES. NO MATERW.SYMBOLS ARE NOT ALL
NEGEv-4RILY NGLUDED.
Y. DIMENSIONS TAKEN AT NEA CONSTRUCTION ARE n
TO FACE OF STUD UNLE55 OTH9tASE NOTW.
3. ANY MATERWS SPECM IN THSE DKAM65
ARE NOT TO BE S SSMITM NTHOIN THE i
AUfHORMkTON OF THE ARCHITECT.
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GENERAL NOTES LEGEND DATE: 1-16-2025 TITLE PAGE A-Q
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(5)1-5/4'X ib' 6 I N G • '`'" FOUNDATOO4 ALL CONCRETE WORK SHALL CONFORM TO THE BUILDING REIIFORGB-LENT SHALL BE CONTINUOUS TNROV6H ALL
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NOTE 2 �ED YNRE FABRIC SHALL Be LAPPED b MGHe5 OR �; q
I I N HALA3vE AGONCRETE IN FOUNDATIONS
G FOUND SINE AND FOH IN 4.0HALL ONE SPACZ,PSI WIRED TOGETHER fix.15 LARSER,AND SHALL Be
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—POST DOWN TO I FNl`I46 BELOW \ �� �p 1"' " Ng7Ejg
FOUNDATION BELOW \\ \\ Tx'- N ALL WORK SHALL CONFORM TO THE,AND REMENTS OF O Qom. «
! I \. O • ALL CONCRETE SLABS ON GRADE SHALL HAVE A ALL LOCAL AND STATE REGVALTIONS FIND BUILDMb
18g J iT, MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 cloves.
I' _5-1/4NS-1/4'PSL I s-1/4`x5-i/4'PSL __ �1'(' i \ .�p O 2 1/4' 2 1/4" DAYS.
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FOUNDATION BELOW I FOVNDATKJN B@LOIN— ! \ NQ.[Y 4 TMC CANTR%T�t SHALL VERIFY ALL CONDITIONS N O•�' ^'
I I I \ ALL CONCRETE SHALL HAVE BETWeEN 5%TO 1%AIR THE FIELD AND SHALL NOTIFY THE ARCHITECT OF ANY
\ ENTRAINMENT AND 4'MAX.SLUMP. DISCREPANCY BEFORE PROCEEDING WTTH THE WORK.
(5)13/4"x 9-1/2'LVL BEAM!�(5)1-5/4"X 9-i/2"LVL BEAM I (5)1-5/4`X 9-1/2'LVL BEAM ! \ O NOTE!5 NOTE 12 /y N•CC '
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\ &ROUND. BRACING 4 SHORM6 UNTIL ALL STRUCTURAL WORK 15 W
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POST x5-1J4"PSL STS5-7/2`x5-1/2"Xl/2" --- \ -O _ _ — _ _ 0FG RILL AGAINST WALLS SHALL BE PLACED NOTE 15
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