HomeMy WebLinkAbout20220219 315 Church Exterior Mixed Use Plans NOTES:
1. DO NOT SCALE DRAWINC.
Existing building WQ�� z NOT7FY OWNfiR OF ANYSD�SCRISPANC715S.STRUCTION.
3. OWNER&CONTRACTOR SHALL CONSULT APPLICABLfi
BUILDINC CODES TO ENSURE THE INFORNATION ON TNIS
DRAWINC CONFORMS TO ALL REQU7REMEA'TS.
4. THES6 PLANS AND SP6C7FICATIONS ARE 7N COMPLIANC%
WITH 2O18 76CC ENSRCY CODS AND THS 2020 BUILDING
CODS OF NSW YORX STATS
5. ALL PLUMBING FIXTURES, DRAINS,APPURTENANCSS AND
APPLIANCES USED TO SERVICE OR D7SCNARCE LIQUID
NASTES OR SENACE SHALL BE DIRECTLY CONA'ECTED TO
� THE DRAINACE SYST%M OF TH%BU7LDINC OR PREM756S,
�� jj jj � IN ACCORDANCE WITH THB REQi7IRSM6NTS OF TAS 2020
�� �i i� �� BUIZDING CODS OF NBW YORX STATE.
jl �� �� Ij � s REQURING ORIN S7NCTWATER FOR�TS pRpp3AR Cfi
OPERAT70A'SHALL BE DIRECTLY OR INDIRECTLY
�� �I i I� �� CONN6CTED TO TNE FAT6R SUPPLY SYSTEM 7N
jI �� �� Ij Wood blocking-use �2� ���� �Qg ACCORDANCS flITATXE 2020 Bi7ILDING CODE OF NffW
�i i� �i i� bolts to attach to existin wall ronn srars.
g 7. THE PLUMB7NC SYSTEM S)IAl.L BE PROV7DSD WITH A
2x6 rafters � Ib�� o.c. w/2x8 ridge beam,Spf#2 �� �� framing QS shown . 5crew k70X SYSTEA!OF VENT P7P7NG TNAT W7LL ALLOA'TNE
�� �� � ADMISS70A'OR EM7SS70N OF All{SO THAT THE LIQUID
2x4 ceiling/rafter tIBS @ �6�� O.G.,SpF #2 �� �� �� framing to blocking,typ. ea. side SEAL OF ANY F7XTURS TRAP SHALL NOT ES
� �� �� �i SUBJECTSD TO PRESSi7RE DIFFSRSNTIAZ OF MORE
THAN f INCX OF WATSR COLUMN.7N ACCORDANCE
FIB�G I2�� s uare PermaGast WITH THE 2020 BUILDINC CODE OF NEW YORX STATE.
�2� 2X�2 bOX framing w/2x blocking QS - � 8. ALL ELECTRICAL SYSTENS SHALL BE INSTALLED IN
ShOWY1 W��X�� ainted ine finish column. Anchor t0 concrete ACCORDANCE W7TA THE 2020 RESIDENT7AL BU7LD7NG CODE.
p p w/manufactures hardware,t IGQ� 9. CONCRETS SHALL OBTi17N A COMPR65SIVE STRENCTH
yp OF 4000 PSI WITHIN 28 DAYS AND SHALL HAV6 A
MAX7MUM SLUMP OF 4"FOR CONCRET6 SLABS AND 2"FOR
RAMPS.
f0.ALL RSINFORC7NG STEBZ SHALL CONFORdf W7TX ASTM
A-6f5 CRADE 60.
2X�.7 sub-fascia w/aluminum fascia 1>.NOT7FY THE ENCINEER 7F ANY FILL OR NON-NAT7VE OR
NELL-DRAIA'ED MATER7AL IS ENCOUNTERED AT SUB GRADE
EL6VATIONS
72.BACK FIZL BXCAVATIONS AS SOON AS POSSIBLS.
COMPACT CLEAN SOIL TO NOT ZSSS THAN 95% OF
MAX7MUM DEN57TY AT OPT7MUM MO7STURE CONTSNT.
f3.BEG7NNINC 7MNEDlATELY AFTER PLACENENT, PROTECT
CONCRETE FRON PRENATUAE DRYINC, EXCESSIVELY HOT
AND COLD TEMPERATURES AND JfECHAN7CAL D7STURBANC6S.
74.DBSICN LOADS:
1 st FLOOR: 40 PSF ZNlS
g ROOF FRAMING PLAN ;o PSF DEAD
Existin vent w/screen 8 2nd FLOOR: 30 PSF L]VE
vinyl siding � SNOW LOADS: 50 PSF LIVE(GROUND SNOW LOAD7NC)
SGALE: 3/B��=I�-O�� W7ND SPE%D: 1�15 MPH,ES SECOND CUST
SE/SM/C D6SICN CATSGORY.�B
PRESUMPTIVS SOIL ZOAD BfiARING:2,000 PSF
� SOIL CROUP:CROUP J
f5.✓OINTS,PENETRATIONS,AND ALL OTNER SUCH OPENS IN
THE BUILDINC ENVELOP THAT ARE SOURCES OF AlR
LEAXACE MUST BE S%ALED.
f6.LOT SHALL BS CRADBD SO AS TO DRAIN SURFACS
WATSR AWAY FROM FOUNDATION. TXE GRADE AWAY
FROM FOUNOATION WALL SHALL FALL A MINIMUM OF 6"
lZ WITHIN THE F7RST >0 FEET OF RUN.
5� f7 N7CROLLAM BEAMS PER NANUFACTURESTp�
SPECIF7CATIONS. THE NIN7MUN BEAR7NC
REQU7REMSNTS SHALL BE:4 f/2" �ENDS& 7 >/2" 9
7NTERMEDIATE SUPPORTS.
f8.HAA'DRAllS SHALL BE PROVIDED OA'AT LEAST ONE
SIDS OF EACH STAIRWAY WITH TWO OR AfORE RISSRS.
Grown molding trim HAA'DRAll HE7CHT SHALL BE 34"NIN7MUM AND 38��
12 W���� Hardie board backer MAX7MUM AS JfEASURED ABOVE STA7R TREAD NOS7NC.
5 Ib HANDRAILS SHALL BS CONTINUOUS FOR TAE FULL H67GHT
OF THE FL/CXT AND SHALL PROVIDfi CRASP-AB7LITY AS
�� � STATED IN THE BUILD7NG CODE.
f9.ALL SNOXE DETECTORS SNALL BE 7NSTALLED PER
LOCAL CODES AND NAT70NAL ELECTAICAL CODE
STANDARDS. TH7S SHALL 7NCLUDE THAT ALL
DBTECTORS BB HARDWIRSD SUCH THAT IF ONS
DETECTOR ALARKS, TX15Y ALL ALARbf
O ADI RON DAC K 20.THE ACQ OR AC TREATMSNT 7N PRESSURfi TREATED
LUNBER IS CORROS7VE AND WILL IMPACT THE TYPE OF
TkUSTC�MP.4N�' FASTEA'ERS USED 7N THE CONSTRUCTION OF THE
EXTER7072 DEC& THEREFORE, COMPATIBILITY
BETNEEN TAE FASTENERS(I.E.PLATES,NAILS, BOLTS,
2x6 rafters � Ib�� o.c. w/2x8 ridge beam,5pf�2 SPECIAL ATTENT70N.�HOT DIPPED CALVAN72EDVOR
2x4 ceiling/rafter tIBS 0 �6�� O.G.,SpF #2 STAINLESS STEEL FASTENERS ARE REQUlI{ED
2f.WINDOW CL,127NG IN HA2ARDOUS LOCATIONS SHALL COMPLY
�� WITH SIYCTION 308 OF THB 2020 BU7LDJNG CODS OF NIYW
�"osb roof sheathing rox7r srarE.
22.WH6RE THE AlR 7NFILTRATION RATE OF TfIE DWELLING 7S
3 A7R CAANCES PER HOUR OR LESS AS DETERNINED BY
�G0 b water shield over entire roof THE BLOWER D007{ TEST, THE DWELLINC SHALL BE
PROVIDED W7TH WHOLB HOUSE MBCHAN7CAL VSNTILATION
7N ACCORDANCE WITH SECTION M1507.3
� � Asphalt shingles,match existing 23.UNLESS OTHERW7SS NOTED, WINDOW&DOOR AEADERS
SHALL BE:FOR OPENINGS <3'0":2-PZY 2X70, FOR
OPENINCS>3'0'�BUT�5'0'�:3-PLY 2X70.ALL AEADERS
i i i i I�-O�� SHALL HAV6 DOUBLS JACX STUDS.
i i i i 24.CONTROZ JO7NTS ARE RSQU7RSD TO BS SAWN 7N
i i i i BASEKENT FZOOR SLAB. JOINTS SHOULD BE SPACED
� i i � BETWEEN f0 FEET AND AND >5 FEET APART.
� � � � 25.NHERE THE FLOOR JOISTS OVEANANG TNE FOUNDAT70N.
� � THE RAT70 OF BACIf SPAN TO CANT7LEVER SHALL NOT B%
', ', ', ', Strong-Drive SDWG Truss screw 12 zass reaN s:�.
26.HURR7CANfi CZIPS OR UPL/FT SCRSWS W7ZZ BE USED AT
L_J L_J � � fiACX RAFTER OR TRUSS
Aluminum drip 0/�C�B (V 27 DRAWSU.NOAE THAN 400PCFNDED FOR A RANCE HOOD THAT
ELEVATION. MODIFIED ENTRANCE __ ___ _ zB.�IND°�°°NTR°L D�VI°�S wrLL e�US�D�N TH$
� 2Xt7 SU�'-fQSGIQ w/aluminum fascia 29.A M71'IMUM OF A'Ofi SDROP IN CRAD% W7LL BE R%QU7]{6D
� � OUT OF THE CARICff
SGALE: I�-O�� 30.THE ATTIC ACCESS HATCHWAY WILZ HAVE A 7NSULATION
y4 - VALUE EQUAL IN R VALUE TO THS ATTIC SPACE AND W7ZL
Vented soffit HAVE A GASXET SEAL AT TNE ACCESS DOOR
� IIl"
(2) 2x12 box framing w/2x blocking as
shown w/Ixl2 painted PVG finish m
+i
b" crown molding around �
$"beaded vinyl ceiling finish
�
�� BOGHOSIAN BROS.
HBdG 12�� sqyare PermaGast CONSTRUCTION•DEVELOPMENT
column. Anchor to c.oncrete
w/manufactures hardware,typical , ,
57 Phila Stree� 518.5g�.1973 ph
Finished6rade SaratogaSprings,NY1286(i SIS.Sft7.54A6fnz
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HeW i4�xi4°x4a° deep 1 " = Saratoga Engineering &Design
14"xl4"x48" tall concrete ier � `�`; � ' .�
� concrete footings = p ;_ '�_ r ';; -' Residentia]/Commercia]Design Plans
� # �: �•� �� :,:
Existing bank foundation - - (4) 4 vertical rebar r ::.t• �r; ;�
Q w/#4 ties � I�" o.c. -':_; .�• �• Douglas W.Adams
� i, ,c ,, -�i� . . .
�I-' :�f�, -I•_ ��..�I'� Vr��iea.ci�inalEncineerSDe�i,ner
- Ccll 151 S)ri&l-f�899
'4 Rollinr Hills iJrivc
G��scvoo�y VcwYo�k 1?S31 cmaiL sxrntogacngnacsen�n}-cnp.rr.com
_ a�-io�� field verif �'-3" ADIRONDACK TRUST COMPANY
315 CHURCH STREET
SARATOGA SPRINGS, NEW YORK
A A -
12866
SGALE:y4"=1'-O" � SGALE: 3/e"=1'-O"
ENTRY
DRAWN BN. DNA SCALS: AS NOTSD DATB:
DNC.F7LS:
ENTRY-ELEVATION, PLANS, &
TYPICAL CROSS SECTION
SHEET 1 OF i
MHEN TA75 ITEM IS STAMPSD BY
A LICENSED PROFESS70NAL
ENG7NEER,7T 7S A VIOLATION OF
TBB NBW YORK STATE EDUCATION
LAW TITLS V/D ART7CLE f45
SECTION 7209 FOR 9NY PEASON
UNL&'SS HE IS UNDER THE
D7RfiCTlON OF A LlCENSED
6NGIN6ER TO ALTSR AN ITEd/IN ANY
�AY. 7F AN ITSN BEAI{7NC THE SEAL
OF AN 8NC7NEER IS ALTSRED, TN8
AZTER7NG SNGINEER SXAI.L COMPLY
flITH NSIT YORX STATfi EDUCATION
LANS.