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REVISIONS:
SCTM # 1000-136-1-24.2
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
% o g
J• `\ fO� x
PROPERTY: 51,335.9 SF 1.18 ac �/
• ESTIMATED AREA OF 3500 SF
HAY BALE OR SILT FENCING
\ GROUND DISTURBANCE:
LIMITS OF CLEARING TO BE
NO MORE THAN 20' FROM ! ! % EXISTING HOUSE: 1533.4 SF 3.0%
PROPOSED WORK AS ! 1, I A
INDICATED ON SITE PLAN �:� \, f EXISTING STOOP: 28.0 SF 0.1 %
.O EXISTING WEST SHEDS: 109.2 SF 0.2%
EXISTING EAST SHEDS: 74.6 SF 0.1%
EXISTING NORTH GARAGE: 710.6 SF 1.4%
l
EXISTING EAST GARAGE 1: 750.4 SF 1.5%
EXISTING GARAGE 2: 636.5 SF 1.2%
J
Q'O Spy ,� . �,'3P�• '. .G \ � �`2` '`�.� p Q 3 0 PROPOSED GARAGE: 1200.0 SF 2.3% 37 CY 15 CY
PDQ \ I I o� . . . P� -
A.
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` \ Oy X%J 'd / \ PROPOSED DRYWELL: 8'dia.,6'deep 11 CY 5 CY W
G�
q: >
TOTAL. 5042.7 SF 9.8% 48 CY 20 CY
i >�
METES&BOUNDS BY: KENNETH WOYCHUK SURVEY DATE: 3/6/2012
6014 15
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110" r \, W 0
0) \ J \ ROOF AREA:1424.4 SQ.FT DRIVEWAY EXPANSION AREA:500 SQ.FT o
Q ^ \ ` /0 !��• r AT 100%WATER RUNOFF:237.9 CU.FT AT 100%WATER RUNOFF:250.5 CU.FT. a
9:1 % V ` PROVIDE(1)8'DIA.X 6'DEEP DRYWELL PROVIDE(1)8'DIA.X 6'DEEP DRYWELL R+ W
%0�. \ �.� \ DRYWELL CAPACITY:253.5 CU.FT. DRYWELL CAPACITY:253.5 CU.FT (�
(xcvj W
\ o� O,y � \ OGEE GUTTER-STANDARD 5" o
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\. /� NOTES:
eOr 1( A
1).EXECUTION: N U
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
r-+
of 2) A).CLEAN N SURFACE THOROUGHLY PRIOR TO INSTALLATION.
I ` Y V% B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
e0� \ 0". O / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
If� C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
O'�{O JO / �� METALS WITH PROTECTIVE BACKING PAINT.
I ` 0 \. 0� 3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
' LOT 99 `\ ' �O ,\ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
1 (� CONNECTORS.
1 `�8 ,Q • ` 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O
O I LO •31 . �� CONNECTION WATERTIGHT. N
T aj
98 \ ! DRY WELLS TO BE 10' MIN. 4).PROTECTION: 4
4 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 0\ G ++
AWAY FROM HOUSE
(O r� B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
ZI
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LOT 96 �.
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LOT 94
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LOT
93 0 •"05
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008
125.00' -
d .
i" 43O8 30' y �� DRAWN: MH/MS
SCALE:
.oft toe JOB#:
5/27/2022
PROPOSED SITE PLAN SHEET NUMBER:
1 " = 20' S- 1
REVISIONS:
5 1/2"TRIM(TYR)
5 1/2"TRIM (TYR)
W
2ND FLOOR o 2ND FLOOR
CNN
TOP OF PLATE TOP OF PLATE Q
a000 ooEl El F=7 El 0a
mono 0000 mom mom = r _00
o �
C300F= 00C3 ME30 C300o
000a 0000 oaoo a000Lj I 1 1 ST FLOOR
1 ST FLOOR
PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION
1/4"= V-0" 1/4"= 1'-0"
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2ND FLOOR 2ND FLOOR
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1ST FLOOR 1ST FLOOR d
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PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION
1/4"= 1'-0" 1/4"=11-011
ado
V
a , r• q'i
IJ DRAWN: MH/MS
/
SCALE:
JOB#:
�.�
5/27/2022
SHEET NUMBER:
A- 1
REVISIONS:
48'
10'-521 " 13'-621 " 24'
17R @ 7-11/16
TW3 310-2 TW3 310-2 SIT
2X6 STUD WALL
3 -2X10 HDR@ 16"O.C. 3- 2X10 HDR I I I I I I I I I N x of
M 28
M
CO -
- MJI�
STORAGE N
2X6 STUD WALL CLOSET CLOSET iY
o M @ 16"O.C. 3'-1-,I " 9'-4j1
rn 0 34' 2 2 0 0
M
N 26 26 N
co GARAGE M Generated by REScheck-Web Software
W
CONDITIONED SPACE (2)2X10 HDR 45min, FIRE RATED DOO
45min. FIRE RATED DOOR STEEL JAMB,SC HINGES Om O PROVIDE SLAB CONTROL STEEL JAMB,SC HINGES T4 M--
�1
JOINTS PER CODE O Compliance Certificate
to
NN CO N
r
LO UD WALL @LO LO co 16'OProject PFANNER GARAGE
o � o
— — — — — — — — — - r — — — — — — — — — -I r - - - - - - - - -� = o Energy Code: 20181ECC Q
0 0 � o o Location: Cutchogue, New York w
N I I I ( I I I I N Construction Type: Single-family
C;,I I I I I I I I co Project Type: New Construction Q
4 '-1"1 1 1 1 oo Conditioned Floor Area: 1,200 ft2 a
Glazing Area 8% O
o Climate Zone: 4 (5572 HDD)
No Permit Date:
Z Permit Number:
`° I I I I I I I co
Z Z Z Z Construction Site: Owner/Agent: Designer/Contractor:
3- 116 ML I I 3- 118 ML 3- 118 ML 3- 118 ML co
2725 HARBOR LANE
10/0X8/0 PREMIUM I I 10/0X8/0 PREMIUM I I 10/0X8/0 PREMIUM 10/0X8/0 PREMIUM CUTCHOGUE, NY
CLOPR-VALUE:8.4 USVALUE:CLASSIC0.05 ' I R-VALUE:8.4VALUE:0 .05 R-VALUE:LASIC USEI I A 8.4 USVALUE:0. 05 R-VALUESIC :8.4 USVALUE:SIC E0. 05
1'-711 " r1--77-11 10' I�--1--7 jl �� 10' 1'-7fl 10'
Compliance: 34.1/o Better Than Code Maximum UA
4$' 229 Your UA: 151 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
ALT.HEADER @ OH DOORS:
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
3-1J X14"ML FLUSH W/FJ ABOVE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
PROPOSED FIRST FLOOR PLAN W
1/4"= 1'-0" Envelope Assemblies P4
a�l:t►'f k ��tr � ir► � :.t O Z
. :. --,.- .. __ . ._,..--.- .. _ •{-1.d9a.t.l�l�,-tw �' - I.ml.,-+ � 1;.��,"� 1 s�. ' I
Ceilin Flat Ceiling or Scissor Truss 1,200 30.0 0.0 0.035 0.026 42 31
g
�-I x
48' 1ST. FLOOR WALL: Wood Frame, 16" D.C. 1,314 19.0 0.0 0.060 0.060 51 51 a N 0
Door: Solid Door(under 50% glazing) 42 0.280 0.320 12 13 N U
F�
Door 1: Solid Door(under 50% glazing) 320 0.050 0.320 16 102 U
. ... ., . . ,•... ... • s :'.;; .,: : +,•.,• ,: :�;.•,:,,••,;.;., . , , r.• :......:.: -
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Window: Wood Frame SHGC: 0.31 101 0.300 0.320 30 32
.`' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
•C r (STAIR) , I q calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
�24"x24"MONOLITHIC I REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
CONCRETE PERIMETER
(2)#5 CONT.REBAR \
CONC.BLOCK
Name-Title Signature Date
DROPPED FOR
DOORS or..q
Project Notes: C'J C
INSTALL R-10 FOAM INSULATION UNDER ENTIRE SLAB PER NYS R402,1.2 f (R-10 continuous insulation shall be m a
I I I I provided under the full slab area of a heated slab in addition to the required slab edge insulation R-value for slabs as x U,
y I I I 16X8 FTG UNDER I indicated in the prescriptive table. The slab edge insulation for heated slabs shall not be required to extend below �° � TO o
a; BEARING WALL the slab.) C) X 0
t I REINFORCE W/2-#5
Z
UNEXCAVATED CONT.BAR I
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QJ 00
. I W/ SLAB ABOVE o
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CI Project Title: PFANNER GARAGE Report date: 08/18/22
N N 5"CONC.SLAB W/6X6 WWM. 00 I N Data filename: Page 1 of 1 V m °'
TIE TO RODS ••
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TOP OF FOUNDATION
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24"X24"MONOLITHIC ►"y� C: '! Q�
CONCRETE PERIMETER I �;1 �'� 4 lv�'
(2)X15 CONT.REBAR J I CONC.BLOCK � ;, l: y N
: . L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — /
• DROPPED FOR '", I`Ar
:. DOORS p. ,° `�ppv'• v d
77
• J
CONC.BLOCK DROPPED 3 �.�,• U
r FOR GARAGE DOORS `'�j ,.
1'-5" 1014" EQ 10'-4" EQ 10'-4" EQ 10'-4" 1'-5" .Qta
48'-0"
PROPOSED FOUNDATION PLAN
am
1/4"=1'-0"
DRAWN: MH/MS
SCALE:
JOB#:
8/18/2022
SHEET NUMBER:
A-2
REVISIONS:
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,
II II I� n
2
Ll
II II
II II o � ° •
FASTENER TYPE: SPACING:
Na BWOODSCWIT
84.EMBEDMEN WITH 16"OC
21n.EMBCDMCNT LENGTH
Na 10 OOD-CREWS
NCHOR
BASED ANCHOR WITHITH
16"OC
21n.EMBEDMENT LENGTH
1/41n dla LAGSCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
C.I O I
® 3/4'APA PLYWOOD
SHEATHING
1/2'APA RATED SHEATHING
GRADE PLYWOOD
® ® (ALTERNATIVIVE:7/16'O.S.B.) •
O I I (ALTERNATIVIY£
GRADE PLYWOOD 7/16*O.S.B.)
W
O FASTENER TYPE' SPACING: �T
2X4 DF#2
2-3/8 I No B WOOD-SCREW SN05 1�
L0 I I BASED ANCHOR WITH 1D"a
WINDOW SILL 21n.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ° • ° /�J
WITH
RAS ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH
THAN 4 FEET 1/41,dia.LAGSCREW
BASED ANCHOR WITH 16"OC O O
tin.EMBEDMENT LENGTH
TYPICAL DOOR OPENING V
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING.2-2X4 DF#2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.R WOOD-SCREW
OR GA
THAN 6 FEET LVINIZED BOLTS W/WASHERS BASED ANCHOR WITH e"OC
AND NUTS 02'-0"O.C. tin EMBEDMENT LENGTH
No.10 WOOD SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"Oc
PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTHI/4m.dia.LAGSGIEW T^
AND EQUAL OR SMALLER BASED ANCHOR WITH 16.Oc V 1
THAN 8 FEET 121P.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
I I AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING p'°I
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Q
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ^/
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �•L�
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. n ,
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. r"'1
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
PROPOSED ROOF PLAN
1/4"=1'-0"
W
O Z
48'
d L�D7
5-0"PLT.HT. F-ti N x
TJ1560 11-7/8 RR @ 16"O.C. N H
2X6 STUD WALL ALT. 11 ML @ 16"O.C./2-2X12 DF#2 @ 16"O.C.
@ 16"O.C. THRU BOLT v
4-3/8"0 W/WASHERS, NUTS
IIIIIIIII
— — THRU BOLT 2X10 @ 16"O.C.
2X4 @ 16"O.C.W/1/2" — — @ STUD TYP.
PLYWOOD BOTH SIDES -
2X6 STUD WALL
36"RAIL
@ 16"O.C. — — J �
2X6 STUD WALL oD Z CD
— — STORAGE
— @ 16"O.C. _ N v
— — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — C? m m rl o
— – co 2X6 STUD WALL a` t' +�
v
@ 16"O.C. o Ln ,-i C .2
co cn 0
do 3/4"SUBFLOOR 1-3/4X14 ML O x
INSTALL BLOCKING MIDWAY �1
_STORAGE UP WALL(TYPICAL) U TJI 560 14"@ 16"OC v Ln
2X6 STUD WALL in p
CN O UNFINISHED Ci p
CV �i @ 16"O.C. 04 si
LL NOT CONDITIONED I I CD u- 'z u
Q I I Q 1-3/4X14 ML Ln U
� 9 � 9 �n
00 II O000
o Q N N 0 0 � 2X6 STUD WALL a W
m @ 16"O.C.
X I I 00 o GARAGE
N N 2X6 STUD WALL
M 2X4 @ 16"O.C.W/1/2" M @ 16"O.C.
PLYWOOD BOTH SIDES
CA
W
5"CONC.SLAB 2X6 ACQ SILL SEAL,
23'-4: " 23'-4: " 8X8X16 CONC.BLOCK W/6X6 WWM. TERMITE SHIELD
TIE TO RODS O
100 :.
cm ip 7 8X8X16 CONC.BLOCK ctj
N 5/8"0 ANCHOR '•";�;'.; • �
3 - 921 ML HDR 3- 92 ML HDR 3 - 921 ML HDR 3 - 92 ML HDR ::;;:?:::: 2-#5 CONT. 4"SAND/GRAVEL BOLTS @ 6'O.C. �� ■'''
' I REBAR(TYP.) BASE(COMPACTED) 2-#5 CONT. ~ "I [�
10/0 X 4/0 RECTANGLE 10/0 X 4/0 RECTANGLE 10'0"PLT. T. 10/0 X 4/0 RECTANGLE 10/0 X 4/0 RECTANGLE f--24—� ;,
./
REBAR(TYP.) 24
FLEXIFRAME WINDOW FLEXIFRAME WINDOW FLEXIFRAME WINDOW FLEXIFRAME WINDOW
(TEMPERED) (TEMPERED) 1 -741 N (TEMPERED) (TEMPERED)
1 -741 1 -741
48'
x
1 �
PROPOSED SECOND FLOOR PLAN PROPOSED SECTION
J••• • W.
1/4"= 1'-01,
2 a•'"s, � X1.1 DRAWN: MH/MS
f ,■ SCALE:
d
JOB#:
5/9/2022
?• ;Jr' 1 '� <s SHEET NUMBER:
A- 3