HomeMy WebLinkAbout45444-Z __ " �a -+'�i SS � Architecture
NOTE:
Planning
GENERAL 1'*,AOTES CORFRACTOR SHALL NOTIFY TIAIS ArCHrTE-CT PRIOR TO ANY AND ALL
ELECTRICAL ,LN DOOR SCHEDULE PANEL--PLAN , LEGEND & NOTES P..4 4�
C"At4GSS TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, " 1) Urban Design
1,ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE:ALL ELECTRICAL WOR S& FIRST FLOOR-EXTERIOR DOORS-ANDERSEN/THERMATRU-U.O.N. TABLE Ill 669.4
CLIENT REQUESTS,AND OR GCNER/1L CONTRACTOR REVISIONS. 4-.' U
STATE&LOCAL BUILDING CODES AND ORDINANCES. K,TO 110 ACCORDANCE WITH THE RULE /f ((3 k7<)
REGULATIONS OF THE N.Y.B,F;,O.'-�;kNDgk.CERTIFICATE FROM THE N.Y.B.F.U. FIRST FLOOR-INTERIOR DOORS-"JELD-WEN CAMBRIDGE SERIES" PANEL LEGEND ' REFERTOAA WINDOW&DOOR SCHEDULES FOR PANEL LOCAVONS.
2. BEFORE COMMENCEMENT OF WORK,THE GEN'L. CONTRACTOR SHALL IS TO BE PRESENTED TO THE.6WNER AT,THE COMPLETION OF THE JOB. 1 1/2"#8 WOOD SCREWS Interior Design
FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED SOLED PARTICLEBOARD CORE OR APP. EQ.- U.O.N. (REFER TO TABLE 1609.1.4) -4- g�4
THE OWNER SHALL PROVIDEAL RFACrMOUNTED LIGHT FIXTURES.ALL 12 12 16
INSURANCE AND WORKERS COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP..TO-BE'SUPPLIND BY ELECTRICAL CONTRACTOR. IDOOR # WIDTH: 6-10- < PANEL 61-01' -< PANEL 2'-0' -_ PALL DRAWING LIST Code Consultant
OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. HEIGHT: DOOR IVIATL. OPERATION: LOCATION: PANEL SIZE
REF. TYPE AND#OF SCREWS
3.THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALL SWITCHES AND RECEPTACLES TO 13EeLUTRON', "DECORA!COLOR T.B.D. 1_71� 6-0" (PAIR) r-0 "THERMA-TRU" WIDTH I HEIGHT--- QTY. SPAN SPAN < 8'- SPAN 6-A" Zoning
CONDITIONS ON THE JOB.THE: ARCHITECT MUST BE NOTIFIED OF ANY RECESSED DOWNLIGHTSTO BE"LIGHTGUER"OR APP. EQ.TRIM-WHITE. 1, FRENCH-GLASS DBL. SWING FOYER #-8 SCREWS @16"O.C. ALTERNATIVE FOR OPING. PROTEC-nON
VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE MMMER SWITCHES FOR ALL RECESS. U2 2'-6' T-0.1 MOF-SOL.CORE RIGHT FOYER/CLOS. 'A' HORIZONTAL-6 VERTICAL-4 2'-10"X 3*-6" 3 WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/161 A-N DRAWING NOTES/PANEL PLAN Building Dept.
4.THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 6-0" (PAIR) -r-011 'THERMA-TRU' DBL.SLIDE FOYER AND MAXIMUM PANEL SPAN OF 8'-0" A_0 FOUNDATION FI-AN Expediting
ON THE DRAWINGS UNLESS 01 HERWISE NOTED, FRENCH-GLASS B., #8 SCREWS CoD 16"O.C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND
MOP-SOL.CORE LEFT FOYER "Bill 2'-6"X V-15" . 1 A-0.1 FOUNDATION PIAN DE
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 1) DUPLEX ELECTRICAL RECE I PTACUR 4 2'-6 T- F,P.S,C C`I HORIZONTAL-4 VERTICAL-4 'TWO STORY BUILDINGS. PANELS t_ TAILS
AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 5 21-4- 7--0" MOP-SOL.CORE RIGHT BATH #8 SCREWS(P 12"O.C. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH
- I.Cill V-6'X 6`-10" 3 ATTACHMENT HARDWARE PROVIDED. A-1 FIRST FL. CON RUCTION PLAN
BREAKAGE, COLLAPSE, DISTORTION,AND MISALIGNMENT ACCORDING TO (too DOUBLE DUPLEX ELECTF46AL RECEPTACLE HORIZONTAL-6 VERTICAL- 10
TO ALL APPLICABLE CODES. 6 Z-15. 7'-0" MOP-SOL.CORE LEFT BEDROOM#2 ct ln�
Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE @ I'D" #8 SCREWS(�P 12"O.C. (REFER TO SECTION 1609.1.4 ABO 1609,6.5 AND TABLE 1609.1.4) A-1 .1 FIRST FL. DECK FRAMING PLAN
6.THE GENIL. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES,&COSTS2'-4" 7'-0" MDF-SOL.CORE LEFT BATH D1. 3'-4"X 71-2" 4
RELATED TO THE WORK OF THIS CONTRACT. GENIL. CONTRACTOR SHALL (VGFI DUPLEX RECEPTACLE/GROUNOP*LT INTERRUPT HORIZONTAL-6 VERTICAL-10 A-2 SECOND FL. CONSTRUCTION PLAN
INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 2-4" 7'-0' MDF-SOL.CORE RIGHT CLOS. IE- #8 SCREWS CoD 12"O.C.
THIS CONTRACT UNLESS OTHERWISE NOTED. (tFL, DUPLEX FLUSH FLOOR ELECtF4104- RECEPTACLE , @ 3P-6"X 7'-2" 2 A-2.1 SECOND FL. DECK FRAMING PLAN N
7.THE SUS-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES $ WALL SWITCH V-011 7'-0' MDF-SOL,CORE LEFT HALL. "El HORIZONTAL-12 VERTICAL- 10 TABLE 1609.1 .4 471 North Broadway,Suite 716
�D 'F" #8 SCREWS(P 1 ZI O�C. (1) Ill-10-X T-2" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE A-2.2 SECOND FL. CEILING PLAN ct Jericho,NY 11753
CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED 3-WAY WALL SWITCH 4-WAVIWALL SWITCH 2'-6' 71-0" MOF-SOL.CORE LEFT LAUNDRY "171" , HORIZONTAL- 16 VERTICAL- 10 (2)4--0-X 71-2" 1 FOR WOOD STRUCTRAL PANELS
BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. A-2.3 ROOF FRAMING PLAN
$Ds RECESSED DOOR ACTIVATED SWITCH 11 &-Ul (PAIR) "r-O" MDF-SOL.CORE DBL. SWING LAUNDRY "G- #8 SCREWS @12"O.C. FASTENER TYPE PANEL SPAN 2'-0I'-< PANEL 41-0" < PANEL 61-0"<`PANEL
S.ANY"EXTRAS"FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIALDOCUMENTED31-01, 7*-0" MOP_SOL.CORE RIGHT F.P.S,C. HALL 2'-1 O"X 7'-8" 2 < Z-011 SPAN < 41-01 SPAN :S6'-0'1 SPAN :1 A-2.4 ROOF PLAN >_1
CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY -q)- RECESSED DOWNUGHT(10OW)'ItAHTOLIER"OR APP. EQ. "Gill HORIZONTAL-S VERTICAL-110
OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNILIGHT4,100" UGHTOLIER"OR APP. EQ. #8 SCREWS Co) 1211 O.C. 1 1/2" #6 WD. SCREWS 16 16 12 9 A-3 BUILDING SECTION
9. DO I LISLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL 5--W (PAIR) 71-0" IMOF-SOL.CORE DBL. SWING BEDROOM#1 41-0"X 8l.0- 1 3 j Ll 1/2"#8 WD. SCREWS 16 16 16 1 12
zh CEILING MOUNTED JUNCTION BOX 'Kl* HORIZONTAL-. 9 VERTICAL- 10 A-4 EAST ELEVATION
PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. "TirB 2'.4- 7'-0" MOP-SOL,CORE RIGHT CLOS.
JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWGIS. FOR SIZES. U4 -
10.ALL FRAMING LUMBER TO BE DOUGLAS FIR#2 CONST. GRADE OR EQ. WALL MOUNTED JUNCTION BOX Z--,\ 2'-4" r-oll MDF-SOL.COREJ :7 BATH A-4.1 WEST ELEVATION
11.ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING. WALL MOUNTED DUAL SPOTLIGHT Q-0) _LE A-4.1 NORTH/SOUTH ELEVATIONS T:(516)250-1820
UB (6) 51-Ul (PAIR) 7'-11" ANDERSEN-F`WH546l lAPLR KITCHEN A-5 ENERGY CALCULATIONS F:(5 16)682-9405
12.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL -1!1�1 NEW CFIUNG MOUNTED JUNCTIOMBOX FOR SURFACE FAN/LIGHT 5--a- (PAIR) ANDERSEN-FWHS461 lAPLR DINING RM.
"�PrF 7'-11"
WORK SUCH AS BUT NOT LIMITED TO: MILLWORK,SPRINKLER SYSTEMS WITH DUAL SWITCH AT WALL.FIXTURE TO BE SUPPLIED BY OWNER. @ A-6 PLM B. RISER DIAG./NAILING SCHEID.
AND STEEL WORK,ALL SHOP DRAWINGS NEED THE APPROVAL OF THEV-0" (PAIR) 61-11" ANDERSEN-FWHS461 I APLR BEDROOM #1
ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. _(�EF NEW CEILING MOUNTED JUNtTIONBOV FOR RECESSED EXHAUST . - I
FAN/LIGHT WITH DUAL SWITCH ArVVAUL.`BROANIII HEAVY DUTY UNIT 'THERMA-TRU" rA
OR APP. EQUAL. n22 31-0" 7,_01, RIGHT GARAGE
F.P.S.C.FLUSH
<17 NEW TELEPHONE RECEPTACLE 0-4- T-O" `THERMA-Tl LEFT BATH E:abatzjio Caysnxom
<1 NEW CABLE TV RECEPTACLE BE WIRED TO CENT. CONTROL BOX) EXT.RAISED PNL
NOTE C 24 91-01. 91 "CLOPAY CUSTOM RAISED PANEL GARAGE U_ LU
<1 NEW STRUCTURED CABLE (TO BEIMRED TO CENT. CONTROL BOX) LIFETIME'GAR.DR./2 H.P.OPENER QU L LU 0
S*r -,, - I - A _11. .L 1 0
EL 2 1-- 1-- (1�
"CLOPAY"CUSTOM RAISED PAN 21 '21 711 21-511 T
3 ' 21-511 511 2 -3 21-51- LU LL
0 SMOKE/CARBON MONoXibE DETICTOR: TO BE WIRED TO CENTRAL 25 181-0" 9'-0" LIFETIME GAR.DR/2 H.P.OPENER GARAGE <
PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTIONT Cf). 1 T I <
CONTROL BOX. Z-4- 7'-O'l MOF-SOL.CORE LEFT BATH W
CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE So
DESIGN. ALL OF THE LOAD CALCULATIONS&STRUCTURAL PLANS COMPLY
WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON(AF&PA) Ro, NEW DOORBELL (2_� 2-4.. 7'-0" MOP-SOL.CORE ISLIDE BATH
FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. 7m,
NOTE: ALL OUTLETS IN GARAGE AREA TZ,BE ON'A,S
C/) < <
ct� z L/) 2! ft� Uj Cf
SWING LAUNDRY 51-211 F 1 811 4l-211 0 0� Q� LU
V 0 0 Lli Of 0
J�L I ) 0 cl- C)
-01, 1� 1-011 V _j --
21-60 MOP-SOL.CORE RIGHT BEDROOM 07 A T U_
A 0 1
NOTE: / I A 0 U -1
I It /@ \, LL_
PROVIDE ALLOWANCE FORA 10 WV GENERATOR n3o '8_0 ID elf LU Lr-
@ 0--
8
LOCATION T.B.O. 21-4" 71-0`1 MOP-SOL.CORE SLIDE BATH LLJ
CONSTRU( T10N ' LEGEf\1D * fr0 < 0 = U_ I_- 0 < ,
THE FOLLOWING APPLIANCES TCME RUN BY GENERATOR: C/) LU = -L -
n3i MOP_SOL.CORE LEFT BEDROOM#3 U U) LU 1- 0 ::D <
BOILER, HOT WATER HTR., REFRIW,KfTCf4EN,DNjLTS.&FOYER LT. 0 ZD 0
NEW EXTERIOR PARTITbij-2"X16"WOOD STUD WALL0 ll-_
COX '-4- MDF-SOL. SLIDE BATH L 0
PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED&TAPED). (@ 2 '-p-0, yj 0 LU < < LU
PROV. 5"EXPOSURE VINYL"CEDAR IMPRESSIONS"BY CE�RTAINTEED QTy_ I > (-) W
$M- 4; 07Y- 1 < U) LU < 0 LLJ C/) <
OR APP. EQ. (TYPICAL ALL,AREAS). n3s 2-4" T-001 MOP-SOL.CORE SLIDE BATH (2)&-T X 6-11 -4% - - -I-- ry LL. C) 1--
(2)3 ,X 6-3 (2)TZ ),5,-,. 0� < Z 0 0
F2�S-5*x V-1 I I,-I*,x 8i-v 0 (_) - 2: 0
ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION 11-10,x 81-W 11-10,x LU LU 0 o--
71-0- MOF-SOL.CORE SLIDE BATH 41.0-X V-0- 41-C)l X 814Y' x&-cl W-0"X 8-c" LL_ < - IV
(�3 0 :D 12f W 0 Q W
NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL W/1/2-COX 5 Z-6.. r-b" MOP-SOL.CORE LEFT BEDROOM #4 Z LLJ !z 0-_ 2f, <
_j LU
INTERIOR SIDE- I LAYER'I/2"GYP. 80. SCREWED/TAPED BOTH SIDES.. -PLUMBING LUGEND _j 00, 0 �_ Muj
BATH mi�i"^k 60 0
•
274-1 7--a' MDF-SOL.CORE SLIDE 21 <
INTERIOR TRIM -3 1/2"SQUARE POPLAR TRIM W/OGEE"ROUTE" @ 21-9 2 7 2-911 2'-91' :]- z u LU 0 <
cq
6",SQUAPIE POPLAR BASE W/OGEE"ROUTE". • PROVIDE ALL NECESSARY PLUMBINE ROUGHING AND veNtiNd AT W 0 LU U_
ON ALL DOORS/WINDOWS) P M.0,F-SOL.CORE SLIDE -BATH
--------- CL F- < 3�, 2-- W
ALLWINDOWS W/BOTTOM SILL, U.O.N. INDICATED ON CONSTRUCTION PLANS,FOULOWALL NECESSARY' U) >
Z-15" 7'-0' MOP-SOL.CORE RIGHT BEDROOM#5 '� T U) C/� 0�� LU 7: 0
'PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL N.Y.S,AND LOCAL PLAUMBING CODUS THAT APPLY TO WORK TO BE
BATHROOM WALLS AND CLGS.PROVIDE CEMENT WALL BD. FOR ALL COMPLETED,,,.PROVIDE ALL NIECESIKRY DRAINVALVES FOR C)
LU 0 0 ci =D
co LU W
ALL WASTE LINES ARE TO 61E INSUIAM TH,SOUND ATTENUATING,- zii U)
RIZATION. REP.TO CON -_r-O" - MDR-k SOL_COkC-,: SLIDE BATH A I' ll 7717
AREA RECEIVING TILE, INC' WINTE STRLICTION�tLAINIS`FOR FIXTURE TYPM Uj LU
_j j
Z-4 7'-0" MOF-SOL.CORE SLIDE BATH Uj
,LUDING FLOORS. 40 41-4 4'-4" - J
711
INTERIOR PAINT-TO BE"BENJAMIN MOORS" U.O.N., ONE COAT PRIME INSULATION (TYP.ALL 15111 0 CD 0
5- j 1: 51-511 Z yj =
&TWO COATS SATIN FINISH (COLORS T.B.D.BY OWNER) U.O.N. I Uj z: (D
: a/ j\ i
41 0.4- T-10" MOP-SOL CORE SATH� - ' I �Dl\ �;;n SLIDECA
ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE 0 PROVIDE FROST FREE HOSE BIBS C) of 0 0 z <
ADDITIVE. 0AS' SLIDE BATH C/) =D l--
HB -4- 2�A LU -
ADDITIVE. hl 0 LU M 0 7D
SHOWER HEAD (FROST FREE SHOWER BODY1 017Y- 4 OTY. 4 OTY- I < < b E) 0 < 0:� 2! 10�
HARDWOOD FLOORING #1 RED OAK 2 1/4'"li 5LB, FELT UNDERLAY. S 0 .�T-8*x 151-1 CY (2)V-6-X 5'-1 Cr 0ry. a TY- 2 0 Lu Uj ry 0 >- 2 0 -
-61, 7'-OR MOF-SOL.CORE' LEFT BEDROOM #8 (3)3!-4'X 61-1(r z I,.- E
Lli 1j) 0 1-- LL U)
FINISH-3 COATS OF CLEAR SATIN POLYURETHANE(PACIFIC BRAND). GAS LINE•FOR-,13130.�DRYEAA OVEN:QAS'xA�Nrit_OCATIION ArkNOTED 3'-8'X 6-2' It 3'-V X V-2s Ty. 3 0 2! 2! a-
QN 2'-4- 7l-W, M150r-SOL.CORE Do:
SUB-FLOOR-3/,VTHICK PLYWOOD GLUED AND NAILED, AG I SITE SURVEY,WIITHIN'THE 4NNEP GMASS�AREA OFTHE CIRWLAR (F4 SLIDE T-121"'A r-T (3)T-4 X r-3- Z LU 0� 0 0 LU < 0 0 0
SUB-FLOOR-3/4"THICK PLYWOOD GLUED AND r4AJLEO CrILE AREAS). DRIVEWAY.NorrIFY Ov.NER IN-CASE 01",11115LOCATION. < 2 o- u 0 a- o m u
n48 0-41- r-O" MOP-SOL.i�6FIE RIGHT BATH
CARPET TO BE SELECTED AND PURCHASED BY OWNER. ALL SUPPLY&WASTE LINES ARr;,170 BB INSULATED.WITH SOUND
ATTENUATING INSULATION. (TYP*,ALL) n4&-� 7"-0" MOF-SOL,CORE LEFT BEDROOM #8
*1-D FLOOR DRAIN. PROV,A 3.'DIA 3!,D. CArCH BASIN. 0-4- r-(r MDF.-SOL.CORE.: LEFT BATH 2_7 2 9U 1. 21-911
OL.-CORE SLIDE CLO�§.
�1'61F 21-21' 7
2-1011
SjOF FIXT. IN(JILUDING THE FOLILOWINM
X
OWNER TO SELECT STYLE il� MOF SOL.CORE AIC§kT ' HALL'
TILE LEGEND SINKS,TOILETS,•TUBS, FAUCETS;TUB Plxt_$,�SHOWER CONTROLS.
FIXTURE ALLOWANCE`TO.BE PR6V11DEDIAO OWNER BASED ON TYPES, Sk-o- (PAIR) 61-11V ANDERSEN-FWH5461 I APLR BEDROOM #3 -TT I
& -M 31-311
*OF FIXTURES SELECTED.
10"CERAMIC TILE-"AMERICAN OLEAN"TILE OR APP. EQUAL.'111LE MFO 61-11" ANDERSEN-FVv"5461 IAPLR BEDROOM #4 V 141-2111 41-2"
ALL FIXTURES TO',BEPURCHASEID AND,WTALLED BY THE PLUMBER. 1 211
BORDER W/20"TILE ON'A'45°TO BE INSTALLED OVER 112"CEMENT
UNLESS OTHERWjSE`SPECfFIEUnY OVOWn 51 It
BOARD, U.O.N.WALL AND FLOOR GROUT TO HAVE WATERPROOF 51-0" (PAIR) 61-11" ANDERSEN-FWH6461 I APLR BEDROOM #5 5"
ADDITIVE MIXED IN.
V-0" (FAIR} 61-114 NNID-EF,IS EN-FWH54 61 1APLR BEDROOM#6 . QTY- 2
-P.01, 4:-- ' I I,. 1, 1 1 T-6"X 4'-4' V-8"X 5'-7' 3-$-X-5-4-
PRMTRU� 'JLEFT.' '� BASEMENT
BORDER W/20"TILE ON A 45'TO BE INSTALLED OVER 1/211 CEMENT 8 FLUSH r 0ry- I
BOARD, U,O.N.WALL AND FLOOR 0lROUT'T1U'HAvF TILE
6"X 6"CERAMIC TILE-"AMERICAN OLEAN'kTIL�F_,OR,-AI P�.
I a
ADDITIVE MIXED IN. -WATERPROOF LfTHERMA-TRUli RIGHT SAS V-6*X 6'-4" _x-vi 1.
F.P.S.C.FLUSH QTY- 2 07Y- 1
3'-10*X 7'-S* *_01 x 7'-l"
6-X 6"CERAMIC'MLE-"AMERICAN OLEAN"TILE OR APP. EQUAL.TILE 2'-I(Y1x71-l*
BORDER W/20"TILE 64A'45-TO BE INSTALLED OVER 1/2-CEMENT
BOARD, Ll WALL AND,FL6614'GRovr.To WATERPROOF 1 8.3.21 Per as-built conditions
ADDITIVE MIXED IN.
PLUMBING FIXTURE LIST: WINDOW SCHEDULE Ic 1.25.21 Per as-built conditions
BATHROOM FIXTURES: BY KOHLER(VERIFY WITH CZVNER) ALL WINDOWS TO BE ANDERSEN WOODRIGHT SERIES- lb 1.18.21 Per as-built conditions
TOILETS: CIMARRON COMFORT HEIGHT TWO PIECIll K-3497-RA SIMULATED DIVIDED LIGHTS/WHITE INTERIOR 9.24.20 Per as-built conditions
SINKS:THOREAU UNDERCOUNTER LAVATORY-K-2907-4U ROUGH ROUGH
SINK FAUCETS: FORTE WIDESPREADL.AV. FAUCETIVK-1 0272-4G
ANDERSEN REFER. NO. OPENING OPENING OUANTIT`Y MISC. NOTES
SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMAECE PACKAGE-K-10827-4 WIDTH HEIGHT Rev. # Date Submissions
PROVIDE CUSTOM SHOWER PANS
PROV,ALL NECESSARY PLUMBING VENTS WDH 2852 2-10 1/8" 6-4 7/8" 9 D.H.EGRESS
SHOWER BODIES BY"KOHLER" Building Address:
PROVIDE TOILET SEATS WTR 2810 2'-10 1/8" V-0 1/2" 29 TRANSOM
VERIFY FIXTURE LIST WITH OWNER,PRIOR TO PUROMASE
GLASS SHOWER DOORS BY OTHERS `IEI WDH 28310 2*-10,1/8' 4'-07/8" is D.H. ........
INSULATION 'NOTES KITCHEN FIXTURE LIST: WDH 2836 21-10 1/8" 3'-8 7/8" 8 D.H. RAIL 1585 WILLOW DRIVE,
EAST MARION, NY 11939
KITCHEN SINK* UNDERTONE-'K-3183 WDH 26410 21.10 1/8" 6-W 7/8" 7 D.H. P 980%P SE��
PROV. ADDITIONAL 3/4"FOIL FACED FOAM BOARD FAUCET: AVATAR SINGLE CONTROL PULLOUT FAULT-K6350 APS,yrs RECUIR170 /MMOM 00
UNDER ALL NEW CONSTRUCTION. VERIFY FIXTURE LIST WITH OWNER PRIOR TOPURCIVASE. 21-10 1/8" *-4"7/8' 12 D.H. 10
EGRESS 2'-0"MIM 4_ GOB
.....NEW EXTERIORWALLS: .2"X8"_WOOD.STUD.-R-2-1-FOIL-FA...HIGH..DENStT.Y____.._. --------- 8
............
7 WDH 2842 CASEMENT
INSULATION BY ICERTAINTEED'OR APPROVED EQUAL. CX 125 Z-8" 21 SBL: 22-5-8
177.
-47/8'
CASEMENT
IK X/
A
'NEW ATTIC/ROOF: P-38 KRAFT-FA. INSULATION BY'CERTAINTEEO'OR Zone: R-40
IS— A BE,
APPROVED EQUAL. "'U41�111
CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES L
_AYNT Ai_0t4G ENTIRE POT OM
FDGF.2813 2'-8 1/4" V-3 3/40 7 13ASEMENT
INTERIOR WALLS: R-21 BATT INSULATION
GARAGE CEILINZY.R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES A, _y7__
Nz
TOP Of WINDOW 0
Drawing Title:
34, EIFS I SYN STUCCO ASSEMBLY TYP • COA IS'9ENJAMiN-M00Re'FA1NT
(In APP EU(,YE ROT.B401�61
OA
NOTE:
PYF ALL AF-S)
DFAWING NOTES +
H FO MR191
G.C.TO VERIFY W/OWNER ALL SIZES,STYLES, TYPES, OF ALL INT. &EXT. CF)
R
(faP OF sri F, PANELPLAN
(DOORS PRIOR TO ORDERING.
0
AC/HEATINIG NOTES INTERIOR/EXTERIOR TRIM . G.C.TO VERIFY ALL SIZES,STYLES,TYPES, &EGRESS COMPLIANCE
OF ALL INT.&EXT.WINDOWS PRIOR TO ORDER.
PER REQUIREMENTS BY NEWYORK STATE RESIDENTIAL CONSTRUCTION, INTERIOR WIndsorONE CLASSIC COLONIAL TOP OF WINDOW
PROVIDE TWO ZONE HEATING) NO COOLING SYSTEM CONSISTING OF: rrr x. A. PAINT CTYN�ALALLAREAS)
;".CY'Y' .� .>w',ll_ :: Q
kk -
4'FACE BRICK VENEER WITH BASE MOLDING :WOBM001 71131
ME)VERIFY W/O
WINDOW WNER PRIOR TO ORDER. 7 QUOtNSATOUTSIDE
ONE"BIASP 5 SECTION CAST IRON BOILER WITH RIAIA 0 BURNER, 'PICTURE f ftA F... Ri-,K��.EE� R.BRICK
CORNERS NP
5zrYr UTSIDE CORNERS TYR 0
WINDOW&DOOR CASING: 08BOOl VYOCS001
UUOINS A
(SIZE AS REQUIRED), UNLESS OTHERWISE NOTED.
VERIFY WITH OWNER r
CROWN MOLDING:WOCM001
'E"FLUE
PROV. 811 DIA. "ZERO •CLEARANC TOP OF FIRST FL.
TWO
VA HN 100 GAL.INDIRECT HOT WATER HEATER, U.O.N. VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE.
<
61 v
ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS (VARI I�7�11
ALL NECESSARY PIPING,CIRCULATORS,CONTROLS, ETC.,AND ONE OTHERWISE NOTED.
275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED.
TWO"RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS EXTERIOR AZEK TRIMBOARD MP�ALL COLUMNS)
(7-AU.) ------- 0
................. -----------
OTHERWISE NOTED. REQUIRED) 13 SEER CONDENSORS UNLESS WINDOW&DOOR TIM: PICTURE FRAME-5/4"16"AZEK
TWO-IFIUDD" (SIZE TONAGE AS
CORNER BOARD TRIM: 5/4�.X 8"A�25K
OTHERWISE NOTED, C11j
FREEZE BOARD: 5/4"X 6".AZEK
TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING
SPECIFICATIONS.ONE RETURN ON SECOND&FIRST FLOORS, FASCIA TRIM.6/4'X 81'V.I.F.AZEK
SOFFIT MATERIAL: 1%M 1!2�'AZIEK BEADBOARr) - - - ------
I - ___11_.,=____77_ 1:�::�__.__. __-----:_-c=_===__-__- ------- -----------
NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. ----------
ALL EXTERIOR TRIM NTED WHITE,VERIFY MATERIAL TYPE
WITH OWNER PRIOR TO PURCHASE.
OFN
PROPOSED EAST ELEVATION tt
it zz r 0 4A a-
SCALE: NTS BUILDING PERMIT ijul't 0
Date: 8.31.2020 <
Project No: 20200831
E
Drawn By:
Checked By: C)
0
Scale: AS NOTED
LE', 57c,3jO Drawing No,:
D c'
<
A U G 16 2021 A-001 . 00
C:
Sheet of 0
r-1 U 71T)TV NNG DEPT.
Cn
_FM/
rnv
J
,U111fli
IlIF1
5L
TO`V�,.!OT-TSOTTT17f)LID C:
24'-9" 7a Architecture
SEC. /Ar 7 Flanninty
Urban Design
r31t 4 1 f 11 - - ��=C}'�-- — -- H.�'" 't r 1
t 4_r� I - -7 Interior Design
I
}'— .—•1•'—y—_'_•I—— _ I, E r --
r�
Code Consultant
—--- — T � _ . _ _ T— �
I' _-._ __ _. _ - -__ _ __, --- _®_. ._ _._ .--- 4_-__ Zoning
__
L___J L L _!r �___ L___r G___r r- _'
1
`III' Jr I I• i r• Q' Building Dept.
I 1• o I
Expediting
'- 2'—Q" TYP. 4"P. CONC. SLAB ON COMP. 4" P. CONC. SLAB ON COMP. 2'--011 TYP,
fit-9Et
-9116 31 FILL (TY ORC ) FILL P.ALL PORCH AREAS) "I.
4 P. CONC. SLAB ON COMP, 8
I FILL(TYP. ALL PORCH AREAS) ; . 'I ",1 F " CCS
10 1-911
I _ ____ _.: . _ _ = _ t _� _-_____.-j s_ _ _______";__.-r _____s _ ______. -_ �_.:. .i„ I I �.. — _ ; 471 North Broadway,Suite 716
PROV i 2" DIA.X 1 "L. GALV. STEEL a- - - o I
O ( L. LT. '3F- 1 tt t ) TV I a r'x-rr=- - I 2'-7" FTI
t-I-{ Jericho,NY 11753
CLOS T O i pT ! +• : ,i�` I
FRAME CONSTRUCTION EMBEDDED , jj{ J 7
INTO CONCRETE @ NO MORE THAN 2 -31 , tt FD t ' ►7l
3'-0" O.C. @ 1-O AWAY FROM EACH 1• I CLO i
CORNER (TYP.ALL FOUNDATION) i' TOILET t t ! I '
-- i 4■P. CONC. SLAB ON CO P. I TLT i 4" P, CONC B ON COMP. FCU I ' __ __ _ _ __ -_- I I _I ` ® r I i 3 -7 ' O
I. I FILL WITH W.W.M.6 X 6 RE F. FILL WITH '� .M.6 X 6 REINF. --�- ---- --- - - --- ? 1
t ! I SLOPE TO F OR DRAINS. 1' L -�- -�- �T ` �
I„I SLOPE TO FLOOR DRAINS. 1 _ __ �._
PROv, 4" P. COnit
NC. SLAB- 1/L�"/ I L i (TYP. ALL BASEMENT AREA r_ „ (TYP. ALL B EMENT AREA} '
V. P 8"DIA. OTORIZE :) ----------'---__._ _ _ -'_-_--- -- --
GRAVEL TAMPED BASE. TOWARDS 4'-F] SWHR E F H-AIR•+, r -'7 t '` --- -- -_ ---- t • 1 (7 ( ) 5
CENTRAL FLR. DRAIN CATCH BASIN. I• I • 1 I E FOR BOILERS. 1 I i : :I _--._-
1 I �
T: 516 2.0-1820
! OtLTANK f: .I I i 1': I p F:(5 16)6820405
!11JB JB JB JBJB I- I 1: I __ u„
t 1 I• •I C�
,. I'• I t i 'I I•, '
1°-q" ND T FWOAIrI �-'"- I I I i STORAGE UTILITY RM "F.C. Y D. --. - t i I ) z
-{• I I 4" P. GONG. SLAB ON COMP. {
FLLL WITH W,W,M.6 X 6 REINF. I W �
W/W.W.M. IN WALL_&3-#5 REBAR I; :1 STR NG ABOVE B (LER I I I _ I I t1
IN FOOTING. (TYPICAL ALLARE�AS) t I STR ,-- -� R &4'-6"W.X 11'-q" Lr - --t BLR k (TYP.ALL GARAGE SLAB AREA) I
PROV. 3" BRICK LEDGE. k' ' .;I I I' 0 E, ahatzu sn.com
-
t u ! 1• 2r " _. _ _ _ _ — — _ _ . — — _ __ __ __-_.. ) I I 1 6'-rJ" ROV. t lAUN H SLAB
• I I
6_5 - - __ _ - - _ - I•- _
_. _.. __ _... - ___ - - _- 4ADX 9RMECHANICAL
C 6AH
-� jj P
I ! C ; 1 i I— ► t t I - P. CONCRETE t,i.. 1 RA aE P NIN w = O w
8" ONC. AL WITH STONE AP I ; ' } W12 X 45 ABOVE t I X 45 (ABOVE) 1 tW1 E}� t I BOILER R i 1 P- FOR E H NI ALE EQUIPMENT. I . .I O o
P C W L
�. �1�. 2-31 ! 1 I : _ -- Q
(PTY - -_r t ._ _� _�. t I I w Z w ¢
PICAL ALL 4 WINDOW WELLS). ' i'. BRM a L I = O w cn
ROV. 3 #5 REBAR OVER OPENING I J ( BLR I - PROV. $-ZONE OIL FIRED BQiLERS L Q z cn CQ
I - E u r u rt 1 rr I I (WEIL-McLAIN "WGO SERI S" R APP. t • I = W z0 z U- ¢ 2,
R V ON W NDOW WELL. "� I 1 $ -4 2 tJ -4 2 8 2 $ BOILER SW, l I EQ.- SIZE AS REO'D.) PROV. 100 GAL. 1 "I U � O &-) O O Q z
P F LL 2"AB E FW. GRADE. I - '.I' I OP TA! MIN. 2 INDIRECT HOT WATER STOR. I z o � w z U ¢
PROV. 3' , 1"DIA. GRAVEL BELOW W/ 1 i "x "X 1 4" ST L. , „ - r (E OF STAIR) )_ ;I .j TANK }SUPERSTORE" OR APP. EQ.) ! �.' ' O O � � Cr O 0 Fw- 0
3'ADD'L. BASE,W/CUSTOM FLUSH I •• i ; ' i W/3/4" 1.1"X 11" TL, '" 8`2 I 9'_6" -"-- — — — — I ' I PROV.4- FAN COIL UNITS AND A/C i i p F- o) o o w J U z = w0
STAINLESS STL. GRATE. (REMOVE.) 1 =I BASE PU E.W/ -3/4"x
WINDOW-AMERICAN CRAFTSMAN t rri I 16 ANCHOR BOL S. P,}. _____ HWH I 1 COMPRESSORS-(12 SEER SIZE AS LIJ
BASEMENT HOPPER WINDOW 3223 4-6 I I I I REQUIRED• PRO . ALL REQ. WIRING 1, i z Uj
a o LU = � o Q
' ) P _" t 'I ' FOR FAN COIL UNITS AND BOILERS. I' {- 'I o I- w cn � w
OR APPROVED EQUAL. (TYP.ALL 7), I I I I I ' 2 8" DIA "ZERO" CLEAR S/S FLUES 1 ' � z � O = v) <
I I JB JB JB JB JB ) ('� I w C'1 - ¢ z Q OZ LU
X 2'-$"W. X 1'- " D. P. CON I t._"
T ' ' rZ ' If i ' ' t �_y_- _ ¢ _ LL U z O 0
■ H R ' 'I :1 1n a. ' 1.; J � OU w F- w Q O w cn z
FOOTING W 3- #5 F�EBAR EA,\NAY. t-_ -_ .I I
(TYP.ALL BASEMENT FOOTINGS) -._._ _. - — I ® ! .t`.� I r I 1 " I F- w w o ¢ O N z
FPSC i t L 1 I . I
,n U I- z O
_ SD t u o 5 � cn o 0 w
H r-+ - -r H -I.. V� W �_j ^'-. -z N ( I�' ) I 1 1 ti� -5 J m CEJ d Y w S w
EPSC FPSC i '' r----- _ :� . _._. - — — i J �j /_� o
47r 8tt —. - - -_ _ _. - - . _._. _ _ . - - 7-1
7 5
PROV N M P dZE t. j' ... .•. .-._ ..T, _ I._.._.. .I .... ., -- .. ( t-- I . I 4 HR ,Y1 _--___ - I- ¢ w z a, = w `n
t L A L ..) I I r r M ``W12 X 45 (ABON i r IW12 X 48 (ABOVE) I' ` r I W12 X 45 (A$OVE) I ? I FPSC t .r`- t' I I— = z
�'-4" t .I� \\ I. ar__ _ r t �_':_� �_ _-_ r i U w Z 0 S O � 6- Cn Q O w
t. I` _ .- D r FD ` �ELEC ' 400 AMP SERVICE UG ELECTRICAL SERVICE ► .�' ' 1 W w O_ � m o o >- ZD
12-� t 1 ELC ' ' I o mI- � � � z � � � Uco
j
PR% "WAT HDOG WATER PR( F �' I I
AY t$laF tYlfVj�l F DA I t. 1 h .. .S. _ f \ _ r _-t_- -r - 1 -- Z U'
4 _ _ W J O
WALL BELOW FIN. GRADE. INCLUDE 'I _. ,L - _. _ _._ ... _ I_•• _ _ _ _ I •." L i I.. � - = = Fes- a_ U
1. t I � o zp Z w
--
PARGED JOINT BETWEEN FOUND. J _ t� - - - . - _. _ _.... _ _ _... S'�I -. ! _. -. '. '' - -- -- ' 1 0 Q ~ w m U
- _ _.. - _ _ ' Q o o U tY O z
WALL& F0071NG.(TYP, ALL AREAS) 2- ! I„” 1 i a. . '1 ► I: L = O w w O
I I �� i ILI
`,W12 X 4 C7VE r I tW12 X 45 A� 1E 'M i - 1 �. : I HR =---- I t I I W = U z I- O cr-�- I- a_ F-
t / ) �- __, ( ) '--__J FPSC ( _ t. I' I FIR T FLOOR WALLS A$OVE. P. I ,I Z = o ~ O z z w ¢ o O = o
-4'1 CLOSET CI li I 4. ' i.• ' a w F- a � a00cl- 0oz � U
JS JB r-- ',-1 CLO JB JB I ! _I Q
ALL WINDOWS SHALL HAVE A - I •s I I ' _ RECREATION ROOM 1 • ' i _ I -
rr 1 , t� PROV. 3 1 4"X 14" MICR L M 4'^ L- F-
-fl
r t. ) I ) 8 I 1
U-FACTOR OF .35 MIN. 4 -6 1 I REC I I, I'- VLA I i I f ' J 116'-rJ" PROV, HA N SLAB
1 I I. l 4.. I I: ;I I @
IT CLOSET ; I', �I I' ' GARAGEIN
4" P. CONC, SLAB ON COMP. I+
I' I 4" P. CONC. SLAB ON COMP.
I { 1 4 it Ir : STR I .
' FILL WITH W.W.M.6 X 6 REINF. I
t 1 FILL WITH W.W.M.6 X 6 REINF,
L I SLOPE TO FLOOR DRAINS. I JB' I = j '1 ' j - - (TYP. ALL GARAGE SLAB AREA)
PROV. CONC. BEA PO rtt! E 1 I (TYP. ALL BASEMENT AREA) C I 0 I - = - _ -_ _ - . _ - . _ _ • '
1. r-- 1
M CKET, 4 ?P � .I.
AR MID. (TYPICAL ALL BEAMS) I I Q ( 1 j 1'
I, ! PROV.WELDED 1 2" TL. PLAT I I :- f F. _.J >v�_•�_, 1; 1 I••
I i R N ECTI(JN OF I-BEAM T to i I I 4 ' I'. . •I
PR V. DBL. 2"X 6"SILL PLATE TOP t ,t r 1 THIS TION I I d 1 r_
F D TI N WALL(TYP. AI_L) 6-H I X r_1 r 1 1 t--� rr
WITH TERMITE SHIELD&FIBROUS 1 I-- - - - - - - -- -" - - - - - - - -- -- - _ I r 0
INSULATION. -X.
! f'
tW12 X 45 (ABOVE) '12'-�" � 1'-�" I r--T `- - - _ r-z'i'" I r -I---�--�
I r 1 I •. _- 1 1% 1 8.3.21 Per as-built conditions
PROV, 2-1 3/4" X 11 7/8" MICROLAM -- I JB 14R UP JB
1 OIL TANK =_ : I• I
LVL OVER ALL WINDOWS &O GS. r ! 1,, t 1 I r L______ _ ___ ___ _ ___ _ r__� 2 -7
1.25.21 Per
IN PLACE OF RIM BD. (TYP. ALL) t JB JB I I L „____•, _� I � ' " � '. -' � '�' -�� � ,r 1C as-built conditions
11 6
I in I 4" P. CONC, S ON-COMP. ' _ ____�"__ _ __ -----------' __. 1b 1.18.21 Per as-built conditions
41-611 I Iro P ( I ! FILL WITH W.W. 6 X 6 REINF. �; I 1 '-'I 1 " t. -- _- -.-___ _�� �______ _� � _ ---------
ICD
_J
PROVIDE CASEMENT EGRESS WINDOW: CLOSET SLOPE TO FLO RAINS. 1' 1 '-11 " 1 a 9,24.20 Per as-built conditions
30X36/144 = 7.5 SF { i I I I ' CLO (TYP. ALL BASE EN REA} i. 26'-2" 2'-1 ill
7.5SF > 5.7SF MIN REO'D [OK] ' ___r i r--- ' - - - - --� � HR Rev. # Date Submissions
OIL TANK RM I 341-611
Building Address:
COMPLY WITH NYSBC SECTION R310 SEE t I � �• :i FPSC i• • 1
BELOW TYP. 3'-4° i i 2r_2tt ' f--- L�_ �___= ;:__� .a' i BRM
It---------_- ---- ------- ------------------- -----�. 1 I--- -- _ T _ .. ------ - I
I I I 1 r- �'� 1585 WILLOW DRIVE,
_- -__� _ _�___ ' ______-1-_ �--- ---, '. �_'_ -_ - _____L_-_____ ; NOTE: EAST MARION, NY 11939
_ _s_ _ I L__ :_ T
L -�_ r2r-3u - PROV.3 1/2"BRICK LEDG I 1 4" P. CONC, SLAB O t 1 2+-3" - _
REF.TO DET./DWG.AX
t •I FILL(TYP.ALL PORC AREAS) I: I i REF. TO FRAMING P LAN A.1 -1
.J ' ' ' — - & BUILDING SECT. A-3 FOR
, STRUCTURAL FRAMING. SBL: 22-5-8
(BRICK LEDGE 8'-2"
41-611-
3" 9`-3" I ` '•I' ' ` �" •'1' of 9'-3" 4'-6" 8'-1 " 3" BRICK LEDGE Zone: R-40
ALL BASEMENT WALLS SHALL Drawing Title:
HAVE A R-VALUE OF 10/13 MIN. 21 '-1 1 " 3'-1 " 9'-1 " 3'-1 " 56'-5"
FOUNDATION PLAN I
ALL SLABS SHALL HAVE A R-VALUE
N
+ DEPTH OF 10,2 FT MIN. NOTE:
SEC."A" T INDICATES BEARING POINT LOAD MUST BE TRANSFEREID P R O P O S E D F O U N DATION PLAN �
W/1ADEQUDATE VERTICAL BRACING. Seal CSC Signature: CO
\ ' U A
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS ENTS B''r''' CO1�'1P ONENT �L, �l( 0ATZoo '� z
ALL WORK SHALL COMPLY WITH NEW YORK STATE 20'5 RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK t* ,..tt\
LL •'i it t"'• b; t�'q z
LL-
WOOD SLA13d CRAB
NEW YORK STATE ENERGY CONSERVATION GL, ED MASS BASEMENT" � ��
CONSTRUCTION NOTES
CLIMATE TE FEI`` E Tit TT+ ['� I LI HT FENESTRATIONCEILING FRAME WALL FLOOD. 4 �L� -'VALUE SPACE -q ?3523 �0 0
INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. ZONE U'-FACTOR 3, R-VALUE L� -Y.rl"1L E c t�.L OF N � Of
SILL LINES AND CORNERS. SH'�C -V�.E�IE IR`-VALUE
ALL INSULATION WHICH IS CAPABLE OF ABSORBING WNTER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED R-VALUE DEPTH R-VALDE BUILDING PERMIT 35914 ¢
ON THE WINTER WARM SIDE OF THE INSULATION.
# Date: 8.31.2020 0
EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DDDR FRAMES. OPENINGS BETWEEN WALLS AND '" j',IR 0.75 0.25 30 13 .3,14 13 0 0 1, Project No: 20200831
ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS, Drawn By: z
FLOORS AND ROOFS AND ALL OTHER SUCH OPENINGS IN BUILDINGS PERIMETER. SHALL BE CAULKED GASKET
WEATHER-STRIPPED OR OTHERWISE SEALED. �.4 " c �255 � 13 ,� Checked B
Scale: AS NOTED
NYSECC COMPLIANCE /NEW YORK STATE ENERGY CCNSERVATION CONSTRUCTION CODE: Drawing No.: Q
To THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, ALL WORK UNDER THIS APPLICATION IS IN 2 o r j
0.35 0.55 0,25 08 .4 ,)-LCzh 8/13 19 5/13' O 51 -3 1 A- 100 . 00 g
COMPLIANCE WITH NYSECCC „� ,_,.�
ANTHONY HATZIIOANNOU 14 9laGj:, «, 8.3.2021
NAME SIGNATURE DATE Sheet of Q
4 except 20 or
Cr�R=� � ��
0.35 0.40 .�1 110111 0, ft 10113,
CD
5 o
w
r ; Architecture
v
tZ� Planning
U Urban Design
__ __- -- � ---_-- Interior Design
I i Code Consultant
--I-- U
zoning
E I
I r r1 I ? I Building Dept.
Expediting
P ON QI AD
34'-211
,
N
__---;_-.—_r.__-•_; I _ I _ - ! __.__.-_ f- { s __.___� — _.._ �_— �_ i I I I 3 i I 471 North Broadway,Suite 716
Jericho,N1' 11753
' I { I I i1 � I i PATDECK ON GRADE PV_ 14 — 111-3u 9
-� �" AE � _7
STRU10 TUWLTPNRE ri��TQIIA{r . (TYPIC� ALD
I i1
(TYPI 0
i
i
1 1 '-3" 1 �'-. " ! i �lj T: (516)250-1820
I �—� - F:(516)682-9405
7 fl
STONE
t RANDOM 1"THK,STONE-,)- 6'x 1'x 2"THK.STONE I t FI I
RANDOM t"TH .STON x V x 2 THK.S ONE ( I
I PICA I LAB E ES.(i`E PICAL) ! ( (TYPICAL) SLAB EDGES.(TYPICAL)-'\ ---
I I
HB — I E, ahatziio@rnsn.com
I I
F{ 1 } f I
+
RAISED POR H DE K D C$ 1 :RATS O-P' R H K I ILU
W Z ~ Q Q
1 u ( r f i w — ! U Cn WO W
6-g w i �''� ; w I ! 8,-1 ,t Q z Cn = U z v
( KIT — DI IN, ISM DR 1 I 1 I W o LL
Q ¢ z 1-
G _� z Q z
! I ! P I U C� a, U) o � ¢ U Q
I o r GFI c — -- —D xs I —a AB�G/E (- i o W � o o F_ o
_dl
JB I I B t
, I � t J � j � v Cn o U � J W z U o
1 i, / / -7 i' I i t II ! SH. I— W Q p� W <T 17 _ w
—
TGF! ST I _ I G i ( r. ZO Cn W cn Cn F=- W = O Q
luc R E I I' I I I W z0 C� o ¢ Uz w
HB a�i i I s ®sD "6 _� "� { + _ ! 3'-7t' = o ry o_ z o o 0
_ o
6OVE - — -
tG!`Ir C C OVE —FI 1�...._ ;t Z J C'1 Y w ¢ IY
t W O z
O Cn o I'V- w
i .,r,r;.. I ._.......,j.-._...._...,,, ._..._,__._ i _!, [.3. ..{.-_..... ...i...._.._.__....,_.._171 i( •'{.•_..._.. .,�.._.._...,......__.... I I ' J O
I ( t�' SHOWER J Z O O = W
l+ _�_ i ! ' --- ,.�-'- °' ,a / s �;,,, ✓ •Y r ✓i i .;k _ (n = LU Q U t� Z O
L-
3 1113; 1 I;' :1 sc z Q Q W
O
___.__ _. ..._... ....__.. _ cn
- 44 ` V - t i t O t11 LU
ij tt 4
t ^.i% E-. I I I t ' \ ' U Z Q LL E ¢ O (Z
4 a I O W O O
I LU m
ST � P ._i ....- .` -�: ON, - �- m Q � � � � � � WSco w cn
w
...-..
I I I I = z w U Q O
sc i !'- i w I U O o Z O cn 1=
C D IA1 c ts�nNere+ / I EF/i-i �/ J O F Z F- 1 (�
t / J — W -
--- Q Q b 0 0 0 O W
_ 1 F
, t
I
IABO B/F -....
O.. -
kk
Cr O
JB "� t ,I' '. ! 1 1 ,: 3 i i.. •i. i i :I , r 1 -y `'`�__
: t
J
,
' = U � � Cn
C I t] U U
,{B._ I
^� �- •7,� -�t z w � 0 0 w 0 0 0 � 0
� I � ... •_ ? �` ARAC3E t �I ! ! f 24 I— ¢ U � o z � U
II
DR OP +' 1_311
i SC , 1 , .. JB
I ! _I - j
ABOVE D�W __ - __.._..._._....-,.
i ;i i I t !
t T i
' i C. .I N .__ 1 E_.. '• _ -- ii .,_......_ ••—• -._— _-..,. -_. _— -. %/ 'F)
wt
r"r°' C3F1 l—ice I
_ 9'C.H.
BOILER FLUE
REFS
4
! t, , 0'
,
JB JB B
I ,
2
G
� � I li .I... I � 1 , J �
COM #s 1t ' I I s' . . 1-711
b 1 �g
i I
.
# 1
, I
•
/
COMO #2 _, 1 Per as-built conditions
S
i
8321
' i _ .__ - w �-� 3� 1 ' �^.�-:- _„-- ?_--�---:"_•-•-i` ' • lc 1.25.21 Per as-built conditions
COM+ #s 1b 1.18.21 Per as-built conditions
i 8
FP _..-. ''. �' -_ _ _ - i i ' ' ' s 1 - _y I ( 1a 9.24.20 Per as-built conditions
r ,
I I f _ w
-
ry
µE : 4 II
7� i�H.
B I
I
1 COM{O.#4 s _ rf' rI yoN� Ja CLmSE I i c::L—
a
� i ! -- Rev. # Date Submissions
+ P 4Lo_ I iT , t u I I B 1 I I Building Address:
L + 6-C
I
I + i
DR.OR
sc �_ � JB � 16'-211 1585 WILLOW DRIVE,
DR.OPR
I .
s
•' i
1 I I
EAST MART
' 0 NY 11939
ild :
i '
I 400 U.G TANK
' B�& s:s �E-� — —
t , 1 SBL. 22 5 8
24'-9" o R I JB 1 B s I I I JB I ! Zone: R-40
JB/F ( I % 0 W 1..__ I
3 ST I i I I t L -, --- I j
e[ LU ! 1 0 + t _ _ I I
° JB/F 3 — — a Drawing Title: Ln
_ 1 ST FLOOR PLAN
,r I , � ABavE
I 1 R UP �� ' �( rr I Hs I 2'-8”
+ _ 42, 0!1
�-�---- JB/F ...
DB I ® I— s� B B B Seal & Signature: o
! a
' i ^ - I I I I i ii - _ _ - - - - ABOVE - ovE ABOVE - - - - - - _ 1
AREAWAY WITH REMOVABLE -_-__ J 1 -_- - i s' C.H. I -$
/ OPERABLE GRATING I -- ' - 2 °' I ( T ; nTC , °
I ( I 8'-7" 26' zuo�
SD51-711a
LL
BOv GARAGE �r
25._0,1 X 35'-6" "rte 7
I HB A A A DOM 'THK.S6 E-) G I A A A HB I 23523 O� W
ABOVE ABOVE — ABOVE _ — i 1 — ABOVE ABOVE ABOVE - — — — — C+, M1 O
W i NOTE: 4 t� a-
_�� I 5r-6n
21 '-11 " 21 -1 all & BUILDING SECT. 3 FORREF. TO FRAMING PLAN BUILDING BUILDING PERMIT # 35914 Date: 8.31.2020 Q
AT ROOM , 6'x11x20THK.SYONE BEDROOM #2 STRUCTURAL FRAMING. _ _ — Project No: 20200831
GRE SLAB EDGES. (TYPICAL)
2a'-t)"X 24'-9" I , 12-9"x 16'_8° Drawn w n B : z
— — . — — — — O
I— — Checked By: Q
931-•7" Scale: AS NOTED
DrawingNo.: Q
�+ PROV, 14"W,"ROUND" FIBERGLAS W
SEG C."AIL (TYP.U RAL ALL COLUMNS)PEERED COLUMN PROPOSED FIRST FLOOR PLAN �
A- 101 . 00 X
FIRST FLOOR: 3,100 S.F. 8 BEDROOMS Q
GARAGE: 890 S.F.
C7
FIRST/SECOND FLOORS: 6,250 S.F. V.S. 8730 S.F. Sheet of
Q
/
U
0
I /
�i
7:1 Architecture
f A
^ Urban Design
n • �t V
r t' Interior Design
Code Consultant
Building Dept.
$ g r it Expediting
H _ ti
ATTIC
- X ATC
--"-Y� -'_ ----1 r '---`� t I i — ~'`L} �I- �J 471 North Broadway,Suite 716
r
Jericho,NY 11753
a ! I ( 11
r # I I p
I• � ( `;'�_ 'i r" I i.,. {I r I i .. ( !I ` # J I j�� � 1 F - --- ---- _�---- -- _.�----7` -
-� 9 C.H.
! _` _ �) Ii " _?� ! F€ I I ;1,:.•I -F----- - -i K. �I .a .{ T:(516)250-1820
t ' I I `. 1' 1 .-._ �_ _ __ -1 I { Iqct; I F:(5 16)682-9405
r JWF £. I I J 6 JB/F I I J !F I.r _ i I 1
/ j..._.i i I I o f ST y ST: I 1`I I I DE .._ _ I I I ] Ij
11
1 n•-e•x rc•o� L 5 -4
`!! •` ' t' ;j,f1}1- i ' ( � I I I I I _.__-___._ ...__ I i I --- ( r1 '_j ,St
ALL WINDOWS SHALL HAVE A !I
U-FACTOR OF 0.35 MIN.
1
E:ahatziioa msn.com
•
C I J
v+_
W
» ` Q
_I' H O Q
SSD I I lkn I •z ! I I / a� 1. 7 O OW
4 -$ =2 4-� 5 -+7 3- -1 4'-101! i I 4' 711 9,_511 31_I)11'-� ; ; ' z � to = c�
1 11 1 1 } 11
/ i n 1 n " ! ! __ _ — — — — I — — ;i i'' I i 1r , ALL WALLS SHALL HAVE A = ¢ ¢ z z I- Q z w
' I F i i -�db 4b d) 4`1�l 1; 7'-1 " R-VALUE OF 20 MIN. U � � - 0 0 � Q � z
P° ;:'1 •i '.Y %r. •, r ,'/ �:.. 9 -- - -- - - `�t"�.-�-{-{ '^4 51-1 11 O O - a � FW- �
r {
,r
�' O F- O U Z =
i '+4tR 9' C.H. 9' CAH. 7 It 1. i' �- A — LLJ
rfr, ,pirtr _; j I i QZ F- O 2 _
_ i ti,
I' ! j I BOILER F;UlIE I LO FT n W Z d U ) I— ~ Cf� z W
- VANIs
e: 1
s. : • ! LFT
.. y 5w ¢ O Wz
con
¢
tiTY ?1-611 -oofz
O ¢ ry z
CLOS. I I 2$'-7" \ -- — - - _... ! t .�Lr i 11 O w O cn o Z I- w
`- 5 -4 J J C'1 a '� Y W ¢ w
1
v� -
N.. ! i i• � U
_
N
w LU kj Lu
I
_ f
,
\ r I _
' - JB r{: o Ir
I 6 ! U o a
�r J
]}t
LWI
Uj
i I Qr I-h o Oz wI-
JB r_ LAUNDRY Zzo "'I 79t, U 'ALL CEILINGS SHALL HAVE A ¢UJZo
b I LDY i n Q W ¢
{y + {{�
'i 1't 71-1 R-VALUE OF 49 MIN. Q o o U w m z
1 t r i
1 -----, ! P , ' I ; t o W W > o
P + ' k I I !, ly t ,t H 1 w Cn = O Z L F-
rl i.r't �{-•,t .�. t i s I I I ` i 1 I I 1 , I L:,_I ;i..� w w ZZ O O cn O
51-4"
11 I i i f T j" ¢ w U U a U Z U
r�l ��,i t.1 �- EF/�- ..i, _! 1 I I `�� :•
11
C'LXO4S.8•. ..l L,'.f- ,':- f t , _ I111! 16' 1011 4
C I D Wrl
+ a'•ex a• el
TE
{j
1
N rl i`
8 / I k 3 I r., "f i / ri /
N 1 .._ % — — _.. _._. I" 11
I � 5'-4j
5�-
fi
L � l I I _ j r 2'-5
81-611 0
t r' 4
JS/F j \ROF ' ' �'I 1 8.3,21 Per as-built conditions
t
1c 1.25.21 Per as-built conditions
rc.w t�.w I II d. . sr
�.
,
9 C.H. ! i- 2„ s,C H - �
V. 1b 1.18.21 Per as-built conditions
rew
I - \ -� I
_ -�' i �sD ( ��." i' b" ®sD I I 1a 9.24.20 Per as-built conditions
5'-3
1 1 41-11 " 19'-5" '-4 3'-7" Rev. # Date Submissions
r-&C.H. _ _ _ _ _ -- , I
hi 34,`0„ Building Address:
1 t+ - - WS.: I
3 -7II .� a
f_ EAST MARION, NY 11939
u
4'-6" 4'-- 13'-11" 131-11 it -41 4'-611 SBL: 22-5-8
r�' n
Zone: R-40
2 221-5" tTE T 2'-511
BEDROOM #7 BEDROOM #8 Drawing Title:
12'-10"x 17'-0^ 171_711 »'-10"x ia'-,a, 2ND FLOOR PLAN I
N
sEc."Al' PROPOSED SECOND FLOOR PLAN
Seal & Signature: 00
SE ND L7OR ,aao B R OM o
TABLE 8402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT-S C9,� ��o�,c�n�
ALL WORK SHALL COMPLY WITH NEW YORK STATE 2015 RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK W �3� yet a-
WOOD SLABd CRAWL
NEW YORK STATE ENERGY GLAZED MASS BASEMENTc
CONSTRUCTION NOTES
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME FLOOD. R-VALUE SPACEc � -9 2a�23 O
F EI'�111 E °TFTI O �p WALL
INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. U-FACT0R� I TOI �� R-VALUE L1.I E ' J>+ LL i �R'-'�{ #,LI. E ALL 1 ' ' L�,, N �
SILL LINES AND CORNERS. SHGC I -V LUE R-VALUE
ALL INSULATION WHICH IS CAPABLE OF ABSORBING NATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED R-VALUE DEPTH R-VALUE BUILDING PERMIT # 35914 ¢
ON THE WINTER WARM SIDE OF THE INSULATION. Date: 8.31.2020 N
N
EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR COOR FRAMES. OPENINGS BETWEEN WALLS AND R 0. 5 0.25 30 13 314 11 0 � Pro eCt No: 20200831
1-11
ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS, Drawn By o
FLOORS AND ROOFS AND ALL OTHER SUCH OPENING'S IN BUILDINGS PERIMETER. SHALL BE CAULKED GASKET
Checked By: Q
WEATHER-STRIPPED OR OTHERWISE SEALED. 2 0,40 0.65 10,251 ,38 13 416 13 Lr? 0 :�i
Scale: AS NOTED
NYSECC COMPLIANCE / NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE: Drawing No.: Q
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, ALL WORK UNDER THIS APPLICATION IS IN 20,o r j
COMPLIANCE WITH NYSECCC 2 0.35 0.55 0.25 33 8/13 19 5/13-' 0 5/13X g
ANTHONY HATZIIOANNOU � y ��?°°�"°" 8.3.2021 � I5� I
NAME SIGNATURE DATE Sheet of Q
4 except 20 or j Q
0350.55 0.40 40 8/13 10 1 v"13 � Or 2 ft 10/13 U
0
w
1 Architecture
^�^J� Planning
^ U Urban Design
Interior Design
• � Code Consultant
z Zoning
Building Dept.
Expediting
O
R
0
N
ct
CCS 471 North Broadway,Suite 716
Jericho,NY 11753
T: (516)250-1820
F:(516)682-9405
E: ahatziio n msn.coin
wLIJw
O z O0 � D
LLIO w v) Q
w pz z Ll. Q z }
C� U
TOP OF RAILING U U &5 � O Q U Q
O Z U D' W z W
PROV6W$
CONC.TAPERED CAP&FIN. PRC7Y S/S INT�ERNNAAL.FLUE R V. NT " "R E VENT O F– � C) O a-
__j
� O O w w 0 0 F– O
A • I L IP )•
U p
F- = U Q Cr- ¢
O W Li 00 < W
TOP OF RIDGE U u) LU Z F- O 2 �_ F-
O F- W W u) F- W = c= Q
�_ . � . _ . _ . z O v O
G NT." BRA"RIDGE VENT W O
21-" MIN. Pf ALL RID E A Q U cWl� w Q O W c!) Z
— _
O W W Q O
� � O � O Q �
l..I'_i:S-1.,r..:C.•,4rJ�L !.,.I l _ .,5,_:.-1:_a »-L... _ `r`y� '.I _ _ _ _
<-+` - '.r •*.,-.., ..�. .,._ �x.;:,.-r...-£�'.3'i.,i' .... _. _ .5:.,. I_a..ZT _yY�Z. -�.t-t._.....> �•y r- i � - �..:: 11 O =
1 r � r t r t r-�' i 7:.-3:.:1-,.1. . , .- r w-a."--+-+,:.. ,iL. ,r.`.:-.••+..-i 5;;..1 _i._.._" _-L '7.:L'-.C.-,.�-,..Y.,Z._.':�"'' J m _ O O W
PROV ROOF KRIC _ •L;.�':t�.,,:,...._r
,..i'Ar si ill 7 '1..,K..1 t.-I •' ..,I.-�' ..t__ • .r.' -....t-I i, �1..I, .L•
PR V.ALL NECESSARY FLASHING -:-'.r'r:,i.� ._,.a.... ..._,......_�_.:.•r.,.�,;.,:_;...,T;� �_`. Cn
J �
�,.t' F–
t•3•r�r'r�..-,•__sT_'i--^.-+-r-� 1 � . :'_'.-.� _ -.t.s..r. _ ?:- x.�•i r.,.:C.y,.-'- :'t.,.i"1. W U 0 Z O
--z � r •
•..,.,..rS..r.,.r L-rLt.ST_"y..,. It' � � —
L':1; �
� r�i
�y
.r_� � �
TOP OF 2ND FL,C.J. - - " - _ ,.t: - - �_' _ OVER 15 LB. FELT,(COLOR T.B.D) w W Z Y Z
2 CALU
1 q ;_,:::,. _.- i� ,. _ `1 L}. :..r':r'r.:.r-`T`.ry.r.-- - -r• ?=;•- --- �..,. OV,"WEATHERWATCH"UNDER- U z Q LL_ W' Q I
r = ro Q p
ROOF UP 2'-0"(TYPICAL) pp � � � � � � � W � Cn
LAYMENT ALONG ENTIRE BOTTO'�1 w W O LL U 0 0 � W W
r L ' ALL ROOF SECTIONS). Q C) Z LU _ I J W
TOP OF O W cn Z 1�_ ¢ /U/ w O_
N U J � O O 2- r v, F—
F. �������_
PRO EK"FRI Z BD. -� (/) : F- U 2 � Z W U �
I ILLALL AIL HOLE A A-P�LY 2 —
°:" : _ a: GOATS"BENJAMIN-MOORE"PAINT = O W W � >- � O —
1 n EIFS!SYN STUCCO ASSEMBLY TYP. "'''' Q
.'3.4-� /� ,:i iu`' � 9i ;j,:, :, p@ OR APP.EQ. (TYP.BOTH SIDES} w � = U Z F- � Z I— CA
'�.; �..; `'":1 ;;�;r• w;:r v✓, j''' '/• �.,„j r' .:.l�s q Q Ll- W
O.A. k; ,, V ,� ;” l,. i {.: r I--- ¢ a� ov ov U7-
29'
�`n-
f O Z z LU 0 0 0 — O
C, u , _ - -_T i � � PROV.5 A" ""AZ�K"WINDOW
a 0 Z U
2 I-1 °, L �r.1r TIt':r't t:rrr"::. ; t r_;a z'_a s t: t_ Lr 'x:r� TRIM W 1""AZ K"BACK E3ANU.
r Y,-�-? - ,? a•�-I-r z t t t' .✓ ,.ST'::`Ll...; r I I r.Z,. T =4� - - T;:.z I;3.,. 't;TI;:i�. (TYP.AL AREAS)
..} f_"�- J'_. .7'.3_.1' r.-.-._: r... L
r' '3- •,t,t.' ,.t •�a�.tt 7'`I�t_",3'.' .t :T.` .Z' -r'� .--,-,-- •-*-.--..,--•_.,-:.
Y..._ _r. T it i"C a7�'l:-s i.. �?i'7 I.-j-. '':<z.�._�i,:t;7�Si'S�1"�r..-rte r7y'T.i,.. r -r.Zr'�-`-r•r•^^r•,�-Lr''-,--
'.i".. Ji' T`=-�. �-r .r-i t z. .t..... -.,X--r.._ ;.r�:� •r_ I T.t:
�,•.7"i?:
TOP OF SECOND FL. :.... _ T L i `IV: - - - Z a• ,.
c - r 1 t " r I _y , T -" t w s"WHYY A MIND GUTTER ANn
1, •.r-' � .' : :i:. "':1 `-1 ,i;:'i."T Wi=,.t:.�.r:;irr' :'tc:�_ s`7' .r:`t-t-t'I'r'• -`",;:�r`r` 1' .r-'c i
11 - - - --- - --- - - - - - - -
< ,, v- �.,,y�:. ,"<: 4.i<: ""t:. _ _ 7�. - -r � , -.-' a s• a-� L D PI AL ALL AREAS),
. t.W I
t....
TOP OF WINDOW
_
r- -
is
i
i
_ .. ,-.. .,.
7,77r-
AN,
,.��
I
,• ;,
A
� �• r
a•
f�
gp
I
4 FACE BRICK VENEER WITH < , i 7_ v �.y.., - -� � `' _
�' ./ .. ,� ._ --� rr i� � i, ' ri. :.. 4"FACE BRICK VENEER WITH BRICK
BRICK QUOINS AT OUTSIDE
QUOINS AT OUTSIDE CORNERS'YP.
CORNERS TYP. /, •F ;,• . ��i$.-, , ,,., ,,;.< �: ;;; -- �'r �v%"•'' s a.-r. �.
�,YS,^r vel ,, '�j:''•: �, :.: �,� 4� i"i` �" Y'� - - - L...
r
. . Per as built conditions
(VARIES)
�t t - ------ - - - 1c 1.25.21 Per as—built conditions
I I PRO 14"W,"RQ_LL���N�__D_�"�__F�__�IB� R, SLA
I RADDE AWAY ' UC. 'URALTAPE' LUMN ' 1b 1.18.21 Per as—built conditions
t t € I
(fYP.ALL} ' (TYP.ALLCOLUMNS) I I t t------------------------------_-----------_--_ ---------,-'--I-
I ' t t 1a 9.24.20 Per as—built conditions
t t I I S r
1 Rev. # Date Submissions
' Building Address:
--------------------- ----------- -_---------__-----=---------------------- -- - -- -----_--- __:--- -----_---- ----- �---------------_� 1585 WILLOW DRIVE
rl -L------------'-_,..__ _ --- - _-_-_- -------- ---------------------------------------------- '------r�-1 ------_---___-- r - 1
-------------------------------..- --------------------------------------------------------------------------------------._ .. ------ ----y-----------------i-- EAST MARION, NY 11939
PROPOSED EAST ELEVATION SBL: 22-5-8
SCALE: NTS Zone: R-40
Drawing Title:
ELEVATIONS E
n.
Seal & Signature:
N
rt; U .�I�C \'
00
,r t� ,.r , 3'
O N J
BUILDING PERMIT 35914 Q
# Date: 8.31.2020
Project No: 20200831
Drawn
By: z
0
Checked By. Q
Scale: AS NOTED
Q
Drawing No.: W
A-201 . 00 X
g
Q
Sheet of i
Q
I �
0
Il.l
r Architecture
^J Planning
^ U Urban Design
Q� Interior Design
.--i �' Code Consultant
Z Zoning
Building Dept.
Expediting
0
ct
N
t
CCS 471 North Broadway,Suite 716
Jericho,NY 11753
T:(516)250-1820
F:(516)6820405
f .
E:ahatziio o msn.corn
LU
u- W
O Z ~ 0 Q o
W z
O O Q
W C� U
TOP OF RAILING U W of O p L� Z
_ _ . — . -.. . —. _ � � 0 if-5
o 0 O F- Q U Q
_ ` — — — PROV.T{M� FR3AFING OOO F= OLU � UR . NT BR " IDEVT LJOp w
RIDGE AND H PICAL ALL RAILS}
�
C/)
2- �W Cif Q 2 U
of
TOP OF RIDGE i--O W U)W
U) F-- = S Z
- - • — • — • — — _ 7-7U Z W Z - O = I- O O Q
PI LALL _ _V
t Z wROV,CONT."
ARQ Q
LL
0 cn c¢j z p O
O O cn
PROV."LIFETIME""GAF"ASPI IALT � W N W
-:r_:�:: -a- Z W Q � U_ Cr- - � Z Q of
rt11 1 Is..r :r_ ..7..-..5' : . _ i,: :=: ... .... .' - � _ SHINGLES S YP�LLF'R w L❑ Y W
e "•'�tr}r- _ "`* - r r. �, ,,._Ti'� ':T:r_ S y�i v, y }� p✓� ❑ _ Lr�Y. r� OVER 15 LB.FELT,(COLOR T.B.O.) z O O 2 w
L [
- ._._..,..t ............... ..... .... .. - - - ..i:,-+.,-T.y..t«-C-..3..-t.r.t,._:..-�.1.._.-..:L,',.. �,-].:l-.�y = p
✓ .t,..r_,.. .; ,.,.,i. ....:....... ..L.I-,1...1... `ia.'.3•.2'S ., - ...,.: _ W U Z
_,� � _s_i.�W�,-�. _rte; ;- PROV. 'WEATHERWATCH UNDER-
Z
"t`t'..r...y l t t'. j LAYMENT ALONG ENTIRE BOTTOM
1...t,T „]-Tl:1: i , " ¢ LJ__
._...,, ,.....- -r.. .. ,, r:';'2::�x.� ,"_'; �r-.moi. -r-T EDGE OF ROOF UP 2'-O" PICAL (= p W � Q W O w O
l TOP OF 2ND FL.G.J. -- _ - -
- �i r - - _ ALL ROOF SECTIONS). W 'S Z_ c/�
_ _
_
Z
-
' �+�� O
_ -
w ~ pU p Q ¢ w
z'._t ¢ O U) Z
TOP OF— WINDOW �— ,� -I ---.._. _. -___-_..._..._..f - . .- _ ._. _.��.--....._ ._.. _ -- O Q W Z 0 Q ZO
— . — . - _ 1 ti— P V 6 4" 8"" EK"FRIEZE BD. U tY O
FRIL& AI HZ�LES A�t -O AF PLY 2 (l� Z
U m U
u %„ ` :,.F s COATS"BENJAMIN-MOORE' AINT p p U Q O W
341-011 e - { _
- ,// /„', /ii� ,i': �; <s, ':�`:�., s,�' � OR APP. EQ. /7�/P. BOTH SID''.S O W W (Y � O —
O.A. / � 0• G.e!.; .�N?,:, 1 '�'' '.� .y� �� 1 ' ' V J l _ N tL
F �./,. :, '/ s."", %,i I F%>'' Fi%' � H Q
291-111
7 / 1 f — PROV.b14,3 X 6„"AZEK"WINDc',W Q W Coo ¢� OZ
a s { z I i / 3 y •�---rte..,_.- `S`
��..- �..'�"�`” •�. i. �' a ,i I. � I I r - .I, � t _ ,� ' � I h � l�:r_�.'r.,''_t-�. I (fYP.ALL AREAS)
70P OF SECOND FL.
r�j'f',;.;I , 71M.7]7
t. ,.r, AL MINI GUTTER A
�fi
,:.` L., _ :.� i' - — - - _ -'-'r r- —r-+ ,----'-r•. A (TYPICAL At L•RE 1 )
I i
TOP OF WINDOW
%i
3
'zx .. _ ,;:,, ,. , ,<..'.�..,.• 4e „
i PAINT.
(RTAYFPTI'...... CEARLS
AALBLOAVRE
EWAS/
E'LA
)
i
L..I.
I
I _r .. ... ......_....._.. .. . . 1 ,r;... gyp,. ;.,'� ,:s' �;:
T_ sv 4”FACE BR
Y pp �
4
QUOINS ATOU SIDE CORNERSTI
I
YP.
,
/
(—T P OF FIRST FL.
t _
(VARIES)Ills
1 1 Per as built conditions
-
______________.�-.:_ ._.___.-_w_.________________________.- � 1c 1.25.21 Per as-built conditions
I ' PROV.14"W"ROUND"FIBERGLA I j J PR V-14"W.-ROUND-FIBERGLAS PFt V.TIMBERTECH RAILING PROV.14"W."R ND" tB R LAS
L -- U A ERE j i I U 'TAPEREDCOLUMN YSTEM "RADIANC IL" STR- T ED LUM
I 4 (IYP,ALL COLUMNS) I I I (TYP.ALL COLUMNS) (TYP.ALL COLUMNS}
-� - T--- ----- ------------- - -._..._ ---------------- -- PRt v,1PE"iRQNVV01QD-DEQKiNG- -_-__------------------------------------------------ a
--------- - ------------------------ -- -____ __ _____ ___ _-__ _ __- ----------
vv.(I YPIGAL ALL D
--1- ---- ---- ---- ---- ---- - --- -------- -------- -a----------___----------- - ---_________________ _-_ - ___ -_-_----_-_------------_____------_-------------------------------------------------•-------- t
-, �, 1b Per as-built conditions
I -5/4"6"
-- - , �� 1a 9.24.20 Per as-built conditions
I { , Rev. # Date Submissions
i Building Address:
i
�----- = =w_����w�=�- � c-�_-_____ ____- _______ _ _ ___ .. ...--------------------------------------------------------------------------------------
--- --- - ..._---------�----_
L---L---------------- --- - --L--
________________ EAST MARION, NY 11939
PROPOSED WEST ELEVATION
SBL: 22-5-8
Zone: R-40
Drawing Title:
ELEVATIONS E
a
co
Seal & Signature:
N
r/1I 'f-tAT It() t ep
z
OF N w
BUILDING PERMIT # 35914 Q
Date: 8.31.2020
o
Project No: 20200831 Q
Drawn By: z
O
Checked By: Q
Scale: AS NOTED
Drawing No.: w
A-202 . 00 X
g
Q
Sheet of Q
i =
Q
i
w
'� Architecture
kzi Planning
Urban Design
Interior Design
FASTEST MILE WINDSPEED (MPH), RAFTER/CEILING JOIST TO TOP PLATE Q, Code Consultant
PRESCRIPTIVE DESIGN TABLE 3.2(AMERICAN FOREST&PAPER ASSOCIATION LATERAL AND SHEAR CONNECTION U Zoning
REQUIREMENTS
110 120 PRESCRIPTIVE DESIGN Building Dept.
TABLE 3,3A ALTERNATIVE TO TABLE 3.3
CONNECTION: NUMBER ROOF SPAN Expediting
U L S U L S (AMERICAN FOREST&PAPER ASSOCIATION)
kr Iq
OF 1/2"ANCHOR BOLTS
STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED
(MPH)
20 206 681 291 681
24 260 358
SILL PLATE TO
FOUNDATION
CRA\A,'�,.SPACE 2 28 314 426 RAFTER/ N
WALL HEIGHT MAXIMUM ANCHOR BOLT
CEILING JOIST
OR BASEMENT) (FT.) (INj_ PROV. 14"WIROUND"FIBER Ir-it 471 North Broadway,Suite 716
CC,DES. 368 493 SPACING (IN.) WALL
32 •A. STRUCTURAL TAPE RED COL NINTP Jericho,NY 11753
ALL COLUMNS)
36 422 1 561 16 3 3
24 206 13 421 291 254 421 12 10 _T 3 4 WALL WALL
2" U ��
WALL BOTTOM '10D BOX NAILS CAN BE SUBSTITUTED FOR /-WALL
PLATE TO 28 260 358
80 COMMON NAILS. C)
FOUNDATION I i I
2 32 314 426 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO 4" 4
36 368 493 OF THE TOE NAILS IN THE RAFTER AND CEILING
2111
561 OR EXCEED THE TABULATED NUMBER OF NAILS 30 -1820
N JOIST SHALL EQUAL
(SLAB-ON-GRADE) RAFTERS,THE SUM WALL WALL
7422 1 T:(5 16)250
J__t
U = CONNECTOR UPLIFT LOAD.
REQUIRED. CLEARANCE F:(516)682-9405
X
L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN
S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL)
TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS
EA, SIDE OF A RAFTER OR CLG.JOIST WHEN FASTENED,
*ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THETO A 2X6 TOP PL. 24" CLEARANCE TOILET, BATH AND
FOUNDATION DESIGN PER SECTION 1.1.4. 3' -0 2111
0* SHOWER SPACED
'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD'LOAD OF t IN FRONT OF OPNG. CLEARANCE -He
10 PSF(2/3 X IS PSF). SCALE: V=1/2"
2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO i TO ILET, BATH AND E:ahatzjio 0a rnsn.com
BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. SHOWER SPACED
LOCATED WITHIN 8 FEET OF BUILDING CORNERS. SCALE: 1'==1/2" 1 LU
'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF-TO-WALL, WALL-TO-WALL, AND WALL U_ 0 1_U
(WALLS SHEATHING WITH 7/16'STRUCT.SHEATHING ATTACHED 0 1-- cr_ 0
U_ 2F
W1 8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR WALL-TO-FOUNDATION) Uj < z
OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY (D cf) 0 Lij C0
OF THE CONNECTION SHALL BE INCREASED. PRESCRIPTIVE DESIGN TABLE 3.313 ALT,TO TABLE 3.3 Cf) F-
(A < 0
120 W of 0 LL <
&PAPER ASSOC.) C) 0 5 W
(AMERICAN FOREST 110 _T
of 0
FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON 3'VENT 3"VENT------- &'VENT .9 VENT 3"VENT------- 0 O�: z) otf LU ui Cif
(IN.) (FT.) NAILS END OF 1-1/4"X 20 __j 0 CL �EE III W 0 0
AGE 0 0 o- =3 0 U_
C/) 0 _j
FASTEST MILE WINDSPEED (MPH) W Ljj
LU Uj < M LIJ
12 3 3 0 < O = LL 0 <
PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST&PAPER ASSOCIA717ION <
16 3 4 0 W 0 M U) 0
0 = ZD 0 U >_ C/)
110 W 0 0 - < Z
<
20 3 4 0 Uj
U) :D Uj < 0 U U, LSLP L120 < = r-) 0
RAFTER/TRUSS ROOF SPAN 16 24 4 5 0 U)- 0 = 0 z
SPACING (IN.) (FT.) ....... LL. W LLI cj� < - r-,j
i,2�3 28 4 5 0 0
REQUIRED CAPACITY OF CONNECTION (LBS) SHOWER SHOWER LU U) C) U) i-- Lu
_j ft� �!z 0!� < fy-
32 5 6 -J M 0 0 LU
cr�
12 427 < U) 0
341 284 280 339 280 Z 0 W W 0 5 C) 0 2-- cf) 0
LL_ 0 < < LU C) LU U)
I I 1/v, I U) 0 Z W W
16 421 526 36 1 5 7
>
20 Soo U) W 10:�
626- �4 V2, LU Cf) _17 �7_ 0
C) of = 1- 0 LL- C'0 < Uj
0 U_ 0 0 0 >- . 0-
16 24 580 726 LLJ Uj Pz ct� 00 < Z:)
A B.SINK B.SINK_ H.SINK E.SINK S.SINK S.SINK B.SINK < C)
W
660 826
HOWER
I
tBSINK
U4 = CONNECTOR UPLIFT LOAD. W C. 0. W C. 0 < < <
Uj 0!� 0
28 Cli _j
32 740 927 L4 - CONNECTOR LATERAL LOAD. z LIJ cf) <
_j C,� LD 0 21- F.- a-
(PERPENDICULAR TO THE WALL) I-_ Uj
-J U) ZD 0 Z:)
< < 0 5 b 11�
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF SECOND FLOOR 0 LIJ LU
36 820 1027 1 S - CONNECTOR SHEAR LOAD.(PARALLELTO THE WALL) 0 Lij co
U4 0 >_
CONNECTOR UPLIFT LOAD. CEILING.D.L. 10 P.S.F.), LL1 C) z I- LL_ 11� U)
0
L4 - CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 2*_4 �-4' 2"1 2 z W W 0 0 W < 0 0 0
S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) CEILING ASSEMBLY IS C.O. C'0'
< o- u o :27- o
I TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF I O'PSF NOT CONNECTED TO THE ROOF ASSEMBLY, 3"VENT
1C.0.
(2/3 X 15 PSF). THE TABULATED NUMBER OF 3°VENT
*TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END.
BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT 'FOR WALU-TO-WALL AND WALL-TO-FOUNDATION
LOCATED WITHIN 8 FEET OF BUILDING CORNERS. CONNECTIONS,THE TABULATED NUMBER OF NAILS SHOWER SHOWER
*TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. SHALL BE PERMITTED TO BE REDUCED BY
WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO I NAIL AT EACH OF THE STRAP FOR EACH
FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE FULL WALL ABOVE.
REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE.
`TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR
MEAN ROOF HEIGHTS OF 15 FEET OR LESS,THE TABULATED VALUES 1rr 1 im" lim" 11/2' 1 M, 11121 11/2' 11/2.
SHALL BE PERMITTED TO BE MULTIPLIED BY 0,80.
W C, B.SINK W C. 81 ET B.SIN B.SIN K.SIN D.W.— LrrL.SINK WAS AER 'Ryl K.SINK W.
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS f 0
RESISTING .LATERAL &SHEAR LOADS FIRST FLOOR 1 7—
PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FORESTA PAPER ASSOCIATION) 2- 2-
C. flC.O. 1 8.3.21 Per as—built conditions
1/2'ANCHOR BOLTS 6/8"ANCHOR BOLTS (:_:32EE VENT FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 1c 1.25.21 Per as—built conditions
(MPH) (MPH)
11/2-
lb 1.18.21 Per as—built conditions
90 100 110 120 90 100 110 120
la 9.24.20 Per as—built conditions
ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) LAV Rev. # Date Submissions
SILL PLATE TO FOUNDATION* Building Address:
(CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 WC T613 TO APPROVED
1����TEM
32 4' SANITARY SYSTEM
19 28 4' 1585 WILLOW DRIVE,
WALL PLATE TO FOUNDAMON* 1-3 STORIES EAST MARION, NY 11939
(SLAB-ON-GRADE) 6 36 57
1/8"SLOPE PER 1'
1/8"SLOPE PER 11
.-U = CONNECTOR UPLIFT LOAD.
a"TRAP
L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
S - CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) SBL: 22-5-8
*ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4.
'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHE
CAPACITY OF UNBLOCKED ROOF ANO/OR FLOOR DIAPHRAMS (279 PL9, Zone: R-40
2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3"O.C. (731 PLF) BUILT PLUMBING RISER DIAGRAM
IN ACCORDANCE WITH SECTION 3.4.4.
3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6"O,C, (421 PLF) BUILT
IN ACCORDANCE WITH SECTION 3.4.4. N .T.S. Drawing Title: E
co
RISER DIAGRAM
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS
RESISTING UPLIFT Seal & Signature:
PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST&PAPER ASSOCIATION) �2
00
0
1/2"ANCHOR BOLTS 5/8*ANCHOR BOLTS 1,ATZIjo
FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED
(MPH) (MPH)
907- 110 120 90 100 110 :2
1-007 120... I I I I <
CK_
ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 0
CONNECTION SPACING (IN.) SPACING (IN.)
0 N U�
SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 lkk"� 01
(CRAWL SPACE OR BASEMENT) BUILDING PERMIT # 35914 co
WALL PLATE TO FOUNDATION 1-3 STORIES Date: 8.31.2020
(SLAB-ON-GRADE) 40 33 28 25 51 42 36 32
G)
Project No: 20200831 <
11-1
Drawn By z
0
Checked By: <
:2
Scale: AS NOTED
co
Drawing No.: <
LLj
A-950 . 00 X
Sheet of
T_
I Lij