HomeMy WebLinkAbout50505-Z �. Q,SSeSSa�S ���
SITE INFORMATION riE NDMENT
s- I� 2 07 - 3-- I
ADDRESS 305 NARROW RIVER ROAD, ORIENT, NY 11957
GENERAL NOTES
DISTRICT: 1000
1 . THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY 8. CLEAN UP: THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR ABOVE FINISH FLOOR AFF
ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL AND ACCESS PANEL A.P. SECTION: 26
AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF ACOUSTICAL ACOUS.
FIELD CONDITIONS TO THE ARCHITECT. EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADJACENT ADJ. BLOCK: 03
2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE AIR CONDITIONING A/C
COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ALUMINUM AL. LOT: 11
AUTHORITIES. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM APPROXIMATE APPROX.
3. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS THE FOLLOWING CLEANING: ARCHITECTURAL ARCH. OWNERS:
OTHERWISE INDICATED. WALL SHOWN TO "ALIGN" SHALL BE FINISHED A. CLEAN FIXTURES, EQUIPMENT, FINISH HARDWARE, PAINTED BLOCKING BLK'G ZONING INFORMATION BEN HANSEN
FLUSH AND SMOOTH WITH EXISTING WORK. AFTER HE FLOOR AND DECORATED SURFACES, AND REMOVE MARKS, STAINS, CHRISTINE HANSEN
PAINT, CEILING CLG. �� 420 STATE STREET
CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS CEILING HEIGHT C.H. ZONING 2 BROOKLYN, NY 11217
R-40
IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED AND APPROVED CONTRACT. CENTER LINE CL. ARCHITECT OF
FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH ADDITIONAL 9 CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND CERAMIC TILE C.T. 2 2 RECORD:
LOT AREA 12,505 SF 2 ,.�
CONSTRUCTION. SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. CLOSET CLO. ", ; �, �Q �.��< HANSEN ARCHITECTURE + DESIGN
4. 10. FIRE SAFETY: COLUMN COL. 420 STATE STREET
ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL 'A � `� BRooK
CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE IN
A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA CONCRETE CONC. FLOOD ZONE AE a..r y � LYN, NY 11217
ST. A
ARE TO BE SECURED IN A LOCKED AREA WITH ACCESS CONTROLLED CONSTRUCTION CON k
SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR 917.202.9706
APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPANCY, OMISSIONS, BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL CONTINUOUS CONT. BASE FLOOD ELEVATION +6'-0" CHRISTINE@HANSEN-ARCHITECTURE.COM
AMBIGUITIES OR CONFLICTS IN ANY OF THE CONSTRUCTION DRAWINGS, CONTRACTOR. DETAIL DTL. 646.246.3938
OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION. DIMENSION DIM. BEN@BRHARCHITECT.COM
QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY DOOR DR. MAXIMUM LOT COVERAGE 20%
CONSTRUCTION. THE ARCHITECT SHALL REVIEW THE QUESTION AND SEALED IN THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE DOUBLE DBL. APPROVED AS NOTED STRUCTURAL ENGINEER:
WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, KEPT AWAY FROM HEAT OR OPEN FLAMES. DOWN DN. PROPOSED LOT 2,208 SF (17.7% C H.q < f��v HAGE ENGINEERING PC
WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN DRAWING DWG. COVERAGE ) DATE;f,_�___,_8.p# 560 BROADWAY, #501
NOR THE ARCHITECT WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS. ADEQUATELY VENTILATED SPACE. EACH EA. FEE 15D BY; NEW YORK, NY 10012
INTERIOR SF L2,870 SF NOTIFY BUILDINGDEPARTMENTAT 212.358.7778
5. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE ELECTRIC/ELECTRICAL ELEC. MAIL@HAGEENGINEERING.COM
s31-7s5-1802 8AMT04PM FOR THE
IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/GENERAL IS AN EXPOSED CONDUIT. ELEVATION EL. FOLLOWING INSPECTIONS:
CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY WORK IS F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO EMERGENCY EMER. LAND USE / CLASS VACANT / RESIDENTIAL VANCNT LAND 1. FOUNDATION-TWO REQUIRED
STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, BE SHUT OFF AFTER WORKING HOURS. EQUAL EQ. FOR POURED CONCRETE
AND POSSIBLE IMPACT TO THE PROJECT. G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL EQUIPMENT EQPT. 2. ROUGH-FRAMING&PLUMBING
SETBACK REQUIREMENTS FOR NON- CONFORMING LOTS LESS THAN 20,000 SF 3. INSULATION
6. THE CONSTRUCTIONMANAGER/GENERAL CONTRACTOR SHALL BE TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN EXISTING EX'G 4. FINAL-CONSTRUCTION MUST
RESPONSIBLE FOR HE PROTECTION OF ALL CONDITIONS AND MATERIALS BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. EXTERIGR EXT. BE COMPLETE FOR C.O.
WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT FINISH FIN. FRONT (FEET) 35 ALL CONSTRUCTION SHALL MEET THE
MANAGER/GENERAL. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY BURN ANY DEBRIS OR MAINTAIN ANY OPEN FLAMES ON THE SITE. FINISH FLOOR FIN. FL. REQUIREMENTS OFTHE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION FIREPROOF FRPF. SIDE (FEET) 10 DESIGN ORCONSTRUCTONERRORS
OF THE WORK. SELF—CLOSING S.C.
A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND FLOOR FL.
ALTERATION OPERATIONS ARE BE DONE IN ACCORDANCE WITH OWNER FLOOR DRAIN F.D. YARD BOTH SIDES (FEET) 25
REQUIREMENTS AND ALL GOVERNING CODES. FLUORESCENT FLUOR.
B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS LEGEND: FOOT/FEET FT. REAR (FEET) 35
EXCEPT THOSE SPECIFICALLY DESIGNATED TO REMAIN. BY OTHERS/OWNER B.O.
C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS I— � NEW WALL CONSTRUCTION (SEE PARTITION SCHEUDLE) GLASS GL.
EXISTING AT THE SITE. THE CONSTRUCTION MANAGER/GENERAL GRILLE GIRL.
CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE NEW FLOOR CONSTRUCTION GROUND FAULT INTERRUPTER GFI
PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPANCIES OR GYPSUM WALLBOARD GWB
QUESTIONABLE ITEMS. EL + 0'-0• HANDRAIL HNDRL.
D. USE ALL MEANS NECESSARY TO PROTEC EXISTING OBJECTS SEA LEVEL ELEVATION TAG HARDBOARD HDBD.
DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, HARDWCOD HDWD.
IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO X ELEVATION MARKER HEATING, VENTILATION & A/C HVAC
THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO A x'X HOLLOW METAL H.M.
THE OWNER. 105 VESTIBULE ROOM LABEL HORIZONTAL HORIZ.
E. PRIOR TO COMMENCEMENT, CAREFULLY INSPECT THE ENTIRE INCHES IN.
SITE AND ALL OBJECTS DESIGNATED TO BE REMOVED ND TO BE INSULATION INSUL.
PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE ALL Doi DOOR / WINDOW TAG JUNCTION BOX J.B.
REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL LAMINATE LAM.
SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE sD HARD WIRED COMBINATION CO / SMOKE DETECTOR LOW VOLTAGE L.V.
UTILITY COMPANY, BUILDING MANAGEMENT OR AGENCY INVOLVED. MATERIAL MAT'L SEAL:
F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL MAXIMUM MAX. �l
REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES FAN, 110 CFM UON
S AFTER ® MECHANICAL MECH. t�- �Re
CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED METAL MTL.
OFF WITHIN EXISTING WALLS OR SLABS. JT 7—DAY PROGRAMMABLE THERMOSTAT MINIMUM MIN. `� w' 4G. �s
�� Tn �.•
USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE MISCELLANEOUS MISC.
PERFOMANCE OF -THIS WORK AND PREVENT DUST FROM BEING A MOLDING MLDG
^f
NUISANCE TO THE NEIGHBORS, WORKPEOPLE AND CONCURRENT MOUNTED MTD. � ' � • .::_ - i
PERFORMANCE OF THE WORK. Layer
MULLION MUL. National Flood Hazard FIRMette
F E M A Legend �0� G
REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE NOMINAL N O M. n^1s•1w 41"8'TN _____�_-__._.__.___..._. _____.___-_ N -
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LA.VOUr
AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. NOT APPLICABLE N.A. 1 Y, Without Base Flood Elevation(BFE)
NOT IN CONTRACT N.I.C. ZoneA VA49
7. PARTITIONS �> � • ' y: � � � ��� � � �� � .. , P with BFE O!Dep[h Zone AE.AO AR Y'K AR DATE:
SPECIAL ISSUE: REV:
NUMBER N Q, HAZARD AREAS Regulatory Floodway
A. ALL PARTITIONS CORNERS AT DRYWALL OR STUCCO JAN 1 2022
PARTITIONS SHALL HAVEMETAL CORNER BEADS. TAPE AND SPACKLE ON CENTER 0.C, .. DOB suBMlssloN
0.2%Annual Chance Flood Hazard,Areas 1
SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MINIMUM. OPENING OPN'G -' of 1%annual chance flood with average APR 16, 2025 PAA Q
OPPOSITE
f�f�O S I TE + depth less than one foot or with drainage
f_f OPP. -AREAOFMININIALF.L6OD�HAZARDI =. areas of less than onesquaremilez-
oc
PAINTED P TD. w _- _- = `�` Future Conditions 1%Annual
PERFORATED PERF. -: - ```-�' ' Chance Flood Hazard zo,,cx
a" -i'"%'_�: \ Area with Reduced Flood Risk due to
`(EL`7 Feet .'` OTHER AREAS OF Levee.See Notes.Ton x
PLASTIC LAMINATE P.LAM . �; � -\ ` FLOOD HAZARD Area with Flood Risk due to Levee;,,-
QUANTITY QTY.
RECESSED REC. 305 NARROW '¢.5:`ER.:.ORES.
NoscREEN Area of Minimal Flood Hazard mrt x THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
RIVER ROAD ' Effective LOMRs SERVICE AND SHALL REMAIN THE PROPERTY OF
REQUIRED HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE
R E Q• `. OTHER AREAS Area of Undetermined Flood Hazard Znne
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
RETURN AIR R,A• GENERAL ----- Channel,Culvert,or Storm Sewer OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS
REVISE/REVISION REV. .`' ~` MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
STRUCTURES I t 1 1 1 1 1 Levee,Dike,or Floodway
7, ' `` '' ` DESIGN,PLLC. THIS DRAWING SHALL NOT BE USED OR
ROOF DRAIN R,D. y' ``�` sos REPRODUCED BY ANYONE ON OTHER PROJECTS,FOR
a Cross Sections with 1%Annual Chance ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF
ROUGH OPENING R.O. `� #'. -^ '� \ Water Surface Elevation THIS PROJECT BY OTHERS WITHOUT WRITTEN
SCHEDULE SCHED. Tovai o_f SOutliold \~` '`,` `,'\. a— — — Coastal Transect CONSENT. ®COPYRIGHT
`• -t360513 \ \ t\` ---i� Base Flood Elevation Line(BFE)
SECTION SECT. •� ``�. ',.`, ,�\`..�..;4 Limit of Study SCALE:
SHEET S H T. ,�; `' ` '`. z t Jurisdiction Boundary
SIMILAR _ ' 4\ ,,`� \`: ` i'~= -- Coastal Transect Baseline
DATE:
SIM. '�--_ \ \,`,`:�,,;`,,rEL6'Feet1 OTHER Profile Baseline
SQUARE FOOT '�. FEATURES Hydrographic Feature
STAINLESS STEEL S.STL !'``:I- NI , `*`,. '�,.`�, '' . <;\... 1
STANDARD `' , .��\ �'� `` ' ` Digital Data Available TITLE:
p
STD. No Digital Data Available
STEELSTL. �'tEL'9`FS�t ``ti "�y,\ ` ., '` ti.`\``. ,. .\.. ._� ELS` . � �'��`., ..` ,-` , �,. MAP PAN Unmapped �` GENERAL NOTES
STORAGE t , 4
` ` `'1�'`. •4`. N �,\'.'\. ,, ► ` '•_ `y`. 'N N\\. The pin displayed on the map is an approximate
TELEPHONE TE L. point selected the user and does not represent
`N, ` `� an authoritative by
location. D AND SYMBOLS
THICK TH. �``•ti ,
:6 F. .a R EA`. ` \ This ma complies with FEMA's standards for the use of
TO B E DETERMINED T.B.D. > �� �` '` ' ' '��'"`�.\.:'\ '.. �. p p
1 I' '''I' L. ` , � ,. digltal flood maps It it Is not void as described below.
TYPICAL TYP. \` The basemap shown complies with FEMA's basemap
~�.\k 0 `.`": �` �'` accuracy standards
UNLESS OTHERWISE NOTED U.O.N.
j..,` `., The flood hazard information is derived directly from the SHEET NO.:
VERIFY I N FIELD V.I.F. \ authoritative NFHL web services provided by FEMA.This map
` \4 ` " was exported on 2/21/2021 at 8:04 AM and does not
\ `� ` ` ` ` reflect changes or amendments subsequent to this date and
VINYL TILE V.T. ` ., .` time.The NFHL and effective information may change or
/ �. become superseded by new data over time.
WITH W ``� -,, -, — 00101
This map image is void Ifthe one or more of the following map ■
WITHOUT W/o elements do not appear basemap imagery,flood zone labels,
WOODlegend,scale bar,map creation date,community identifiers.
WD. Feet 72°17'23"W 41°7.40"N FIRM panel number,and FIRM effective date.Map images for
0 250 500 1,000 1,500 2,000 1.6,000 regulatory awed and unmodernized areas cannot be used for
g ry purposes.
Basemap:USGS National Map:Ortholmagery.Data refreshed October,2020
FLOOR AREA SUMMARY LOT COVERAGE SUMMARY
FLOOR INTERIOR SQUARE FOOTAGE EXTERIOR SQUARE FOOTAGE AREA SQUARE FOOTAGE
GROUND FLOOR 94 SF -- ROOF 1,450 SF
IST FLOOR 1,089 SF 750 SF PLANTING 314 SF
2ND FLOOR 1,687 SF 247 SF DECK 444 SF
TOTAL 2,870 SF 997 SF TOTAL 2,208 SF
WELL LOCATION OWNERS:
BENHANSEN
CHRIST NEHANSEN
`\ 420 STATE STREET
BROOKLYN, NY 11217
�\ 102'-0 ARCHITECT OF RECORD:
` 5402800•E HANSEN ARCHITECTURE + DESIGN
420 STATE STREET
BROOKLYN, NY 11217
917.202.9706
CHRISTINE@HANSEN-ARCHITECTURE.COM
646.246.3938
BEN@BRHARCHITECT.COM
STRUCTURAL ENGINEER:
HAGE ENGINEERING PC
v ` 560 BROADWAY, #501
Q NEW YORK, NY 10012
212.358.7778
jj" MAIL@HAGEENGINEERING.COM
m
/ 0" +4.0' `'� TOPAOFNG WALL,
RETAINING WALL
+6.0' SHALL NOT TO EXCEED 4'
/ 28,` IN HEIGHT ALONG ANY
/ 61,, F -1 PART OF THE WALL ON
I THE ROAD SIDE OF THE
WALL
45'-0" -1 NEW SEPTIC SYSTEM
TOILET EXHAUST DUCT AND +7.0'/
VENT o / I / /� F
PROPERTY LINE /
D _
co RD ROOF 5'�"
��V 1,450 SF
N / I SKYLIGHTS 1 +8.0 SIDEYARD SETBACK
/ o 0
O OPEN I
TO N I
DECK
/ BELOW 1
\ +8.5 �� w v, _o
OPEN
I <
/ / I O SEAL:
gyp'-oft
16'-81" 7,-3�„ 1 40'-61"
/ ET Y
BACK 64'-61„
1 � I
m DATE. ISSUE. REV:
o U) JAN 1 2022 DOB SUBMISSION
13,-0" ( FRENCH DRAIN I I Q o PROPERTY LINE APR 16, 2025 PAA Q
'ol/ +6.0'
I I o NEW CONCRETE RETAINING
,L WALL. TOP OF WALL =
1 44,0' 30" WITHIN 30' OF
PROPERTY LINE
GRAVEL DRIVEWAY 20'-0" EXISTING GROUNDSEL THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
Oto I
BUSHES SERVICE AND SHALL REMAIN THE PROPERTY OF
HANSEN ARCHITECTURE DESIGN,PLLC,WHETHER THE
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
OR NOT. NO CHANGES, ALTERATIONS OR DELETIONS
MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
I DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR
REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR
THIS PROJECT OR FOR
128'-4"" N57'16'10"W 30'-�" THISTIONS PROJECOT BY OTHERS WITHOUT WRI TENTION OF
CONSENT. ®COPYRIGHT
RETAINING WALL, SCALE:DATE:
TOP OF RETAINING WALL
N SHALL NOT TO EXCEED 4'
SITE PLAN NO EXISTING SIDEWALK IN HEIGHT ALONG ANY
PART OF THE WALL ON
/8" = I� O�� THE ROAD SIDE OF THE TITLE:
WALL
SITE PLAN
HARBOR ROAD
SHEET NO.:
A- 1 00001
OWNERS:
/ BEN HANSEN
q?pp CHRISTINE HANSEN
420 STATE STREET
WOOD PILE, TYP. SEE BROOKLYN, NY 11217\
STRUCT. DWGS / \ \\
ARCHITECT OF RECORD:
391,91, HANSEN ARCHITECTURE + DESIGN
420 STATE
\ EET
BROOK YN, NYR 1217
to 917.202.9706
CHRISTINE@HANSEN-ARCHITECTURE.COM
646.246.3938
/ \ BEN@BRHARCHITECT.COM
/ o \
\ STRUCTURAL ENGINEER:
F0011 STAIR D000 `v \ \ HAGE ENGINEERING PC
\ 560 BROADWAY, #501
\ NEW YORK, NY 10012
7778.5
/ O .38 INSULATED PIPE FROM MA 212@7778 GINEERING.COM WELL TO COLD WATER
/ O STORAGE TANK ABOVE I
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27 -32
• �l;Y..�� �Ir\rl.
I '
UP WOOD STEPS DATE: ISSUE: REV:
n JAN 1 2022 DOB SUBMISSION
APR 16, 2025 PAA Q
29'-3"
53'-34"
THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF
HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS
A-201 MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR
REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF
THIS PROJECT BY OTHERS WITHOUT WRITTEN
CONSENT. ®COPYRIGHT
SCALE:
DATE:
TITLE:
GROUND FLOOR
GRAVEL DRIVEWAY PLAN
SHEET NO.:
N GROUND FLOOR PLAN
I/4„ -
,
_ „ 1 1 . 1
I - -
I 0
i
OWNERS:
EMERGENCY ESCAPE WINDOW BEN HANSEN
PER R310 CHRISTINE HANSEN
420 STATE STREET
W100
BROOKLYN, NY 11217
q 39'-9i•l 104 STAIR ARCHITECT OF RECORD:
HANSEN ARCHITECTURE + DESIGN
O6,sh 420 STATE STREET
W101 BROOKLYN, NY 11217
WALL MOUNTED HEAT o
PUMPS / ® 917.202.9706
O
q CHRISTINE@HANSEN-ARCHITECTURE.COM
Oil, 646.246.3938
BEN@BRHARCHITECT.COM
100 GUEST BED 1 A y
WOOD FLOORING
STRUCTURAL ENGINEER:
G o HAGE ENGINEERING PC
DRYER EXHAUST DUCT WITH `/° 36" HIGH RAILING 560 BROADWAY, #501
BACKDRAFT DAMPER 03 ^� cv �� NEW YORK, NY 10012
C
DUCTED THROUGH WALL �% 212.358.7778
D
\ �y SD \ MAIL@HAGEENGINEERING.COM
CL. COLD WATER
HWH pl A STORAGE TANK \ \
E
FILTRATION I � DECK ABOVE
DOMESTIC ELECTRIC WATER W107 08 �D EQUIPMENT
HEATER 09SD Q
110 CFM TOILET EXHAUST q
FAN DUCTED TO ROOF WC ® UP 107 UTILITY CL.
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03 DN I
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ROOF LEADER AND
° SINK / 105 FOYER PLUMBING VENT
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11061 DECK
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0 06 A WOOD DECKING
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THE EXISTING WOOD
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EMERGENCY ESCAPE WINDOW ' ►,�i
PER R310
io
/
W10 zo DATE: ISSUE: REV:
JAN 1 2022 DOB SUBMISSION
-- APR 16, 2025 PAA Q
A 15-2j" =W105
36'-41"
53'-3�"
THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
SERVICE AND SHALL REMAIN THE PROPERTY OF
HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS
MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR
REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF
A-POI THIS PROJECT BY OTHERS WITHOUT WRITTEN
CONSENT. ®COPYRIGHT
SCALE:
DATE:
TITLE:
I ST FLOOR PLAN
N IST FLOOR PLAN
I 1/4° _ 11_011
SHEET NO.:
A- 1 02mOl
3 i
3 4
A300 A300 A300
Sim.
EL +32'-0"
;o OWNERS:
TOP OF PARAPET BEN HANSEN
CHRISTINE HANSEN
EL +30'-6• 420 STATE STREET
TOP OF ROOF BROOKLYN, NY 11217
ARCHITECT OF RECORD:
OPEN W203 HANSEN ARCHITECTURE + DESIGN
W202 W I W p - 420 STATE STREET
,
BROOKLYN, NY 11217
917.202.9706
CHRISTINE@HANSEN-ARCHITECTURE.COM
-- 646.246.3938
BEN@BRHARCH ITECT.COM
EL +19'-2' STRUCTURAL ENGINEER:
RAGE ENGINEERING PC
METAL RAILING
2ND FL FINISH FLOOR 560 BROADWAY, #501
in NEW YORK, NY 10012
WOOD FASCIA BOARD a, 212.358.7778N MAIL@HAGEENGINEERING.COM
CEDAR PLANK SIDING, TYP.
STEEL COLUMNS AND CROSS
RACING, SEE STRUCT. DWGS. OPEN CEDAR PLANK ENCLOSURE AT
°D UTILITY CLOSET
W10 Co
VA
CEDAR PLANK SIDING, TYP.
— D000LEL:z I
CEMENT BOARD FASCIA EL +8'-6'
WOOD PILE AND GIRDER, SEE FIRST FL FINISH FLOOR ;o
STRUCT. DWGS. N
EL +6'-0•
OPEN BELOW DECK; WOOD o`
PILES . ' in BASE FLOOD ELEVATION
EL +2.72'
I BUILDING ELEVATION NORTH 1/4 i'-0" AVG NAT. GRADE
" =
EL + 0'-0. �}
SEA LEVEL
SEAL:
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- - EL +32'-0'
TOP OF PARAPET ;1 rl-:. r
EL +30'-6' f,�
TOP OF ROOF
DATE: ISSUE: REV:
JAN 1 2022 DOB SUBMISSION
APR 16, 2025 PAA Q
METAL RAILING
CEDAR PLANK SIDING, TYP.
THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
WOOD FASCIA BOARD SERVICE AND SHALL REMAIN THE PROPERTY OF
— -- EL +19'-2" HANSEN ARCHITECTURE DESIGN, PLLC, WHETHER THE
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
2ND FL FINISH FLOOR OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS
MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR
Q REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR
N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF
THIS PROJECT BY OTHERS WITHOUT WRITTEN
CONSENT. ®COPYRIGHT
op SCALE:
o DATE:
STEEL COLUMN AND CROSS
BRACING, SEE STRUCT. DWGS.
TITLE:
CEDAR PLANK SIDING, TYP.
EL +B'-6• EXTERIOR
CEMENT BOARD FASCIA ELEVATION S
FIRST FL FINISH FLOOR
WOOD PILE AND GIRDER, SEE :o
STRUCT. DWGS. N
EL +6'-0•
BASE FLOOD ELEVATION
SHEET NO.:
—' EL +2.72'
2 BUILDING ELEVATION EAST FN
AVG NAT. GRADE
A- 200001I/4" = I�_0��
EL + 0'-0.
SEA LEVEL
ZINC COPING ZINC COPING ZINC COPING
� 32'-0' ZINC COPING
TOP OF PARAPET
i
ROOF CONSTRUCTION: ROOF CONSTRUCTION:
ROOF CONSTRUCTION: ROOF CONSTRUCTION:
• EPDM ROOF MEMBRANE -' • EPDM ROOF MEMBRANE • EPDM ROOF MEMBRANE • EPDM ROOF
• TAPERED RIGID INSULATION • TAPERED RIGID INSULATION • TAPERED RIGID INSULATION MEMBRANE
• R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION • TAPERED RIGID INSULATION
• R12.0 CONTINUOUS INSULATION • R12.0 CONTINUOUS INSULATION
30'-6' • 2 LAYERS 4" EXT. GRADE • 2 LAYERS ' EXT. GRADE 3' • 2 LAYERS 4 EXT. GRADE
2 LAYERS 4 EXT. GRADE "
PLYWOOD SHEATHING PLYWOOD SHEATHING • PLYWOOD SHEATHINGfli
PLYWOOD SHEATHING
TOP OF CONT. 3' RIGID INSUL. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT. • WOOD FRAMING, REF. STRUCT.
DWG DWG
DWG• R21 BATT INSULATION DWG• R21 GATT INSULATION • R21 BATT INSULATION• FRAMING FOR DROPPED CEILING • FRAMING FOR DROPPED CEILING . FRAMING FOR DROPPED CEILING R21 BATT INSULATION
•
• 8" GWB GWB • FRAMING FOR DROPPED CEILING
8 • 8" GWB • 8" GWB
_ OWNERS:
EXTERIOR WALL CONSTRUCTION: N EXTERIOR WALL CONSTRUCTION: '
N _ EXTERIOR WALL CONSTRUCTION: BEN HANSEN
N N EXTERIOR WALL CONSTRUCTION: CHRISTINE HANSEN
• CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING • CEDAR PLANK SIDING 420 STATE STREET
• SHIM SPACE • SHIM SPACE • SHIM SPACE • SHIM SPACE 420 STATE
NY STREET
• R8.0 CONTINUOUS INSULATION • R$.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION •• SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE • SELF-ADHERED R8.0 CONTINUOUS INSULATION
VAPOR PERMEABLE AIR BARRIER SELF-ADHERED, WATER RESISTIVE WATER RESISTIVE
VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER ' ARCHITECT OF RECORD:28'-2" SHEET MEMBRANE VAPOR PERMEABLE AIR BARRIER SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE
• STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL • STRUCTURAL PANEL HANSEN ARCHITECTURE + DESIGN
2ND FLOOR FINISH CLG. • WOOD FRAME, SEE STRUCT. DWG • WOOD FRAME, SEE STRUCT. DWG WOOD FRAME SEE STRUCT. DWG 420 STATE STREET
• R21 BATT INSULATION . • • WOOD FRAME, SEE STRUCT. DWG
R21 BATT INSULATION • R21 BATT INSULATION BROOKLYN, NY 11217
• 8" GWB . 8„ GWg • „ GWB
• R21 GATT INSULATION
• GWB
917.202.9706
CHRISTINE@HANSEN-ARCHITECTURE.COM
ZINC FLASHING 646.246.3938
BEN@BRHARCH ITECT.COM
STRUCTURAL ENGINEER:
HAGE ENGINEERING PC
560 BROADWAY, #501
NEW YORK, NY 10012
i
212.358.7778
q o MAIL@HAGEENGINEERING.COM
ol
o
i
I
WINDOW
WINDOW
FLOOR CONSTRUCTION: FLOOR CONSTRUCTION:
FLOOR CONSTRUCTION:
• HARDWOOD FLOORING • HARDWOOD FLOORING • HARDWOOD FLOORING FLOORHARDWOOD FLOORINGEL +19'-2' • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR •
2ND FL FINISH FLOOR • R21 BATT INSULATION • R21 GATT INSULATION 2 LAYERS PLYWOOD SUBFLOOR
• R21 BATT INSULATION •
• WOOD FRAMING • WOOD FRAMING R21 BATT INSULATION• WOOD FRAMING
• g" GWB . 8" GVV6 • „ GWB • WOOD FRAMING
ZINC SILL
• " GWB
00 ao ZINC SILL _
= _ 00
l EL +17 -6 NOTE: ELIMINATE INSULATION AT
T IST FL FINISH FLOOR TRANSOM BETWEEN WINDOWS 104/209 NOTE: ADD INSULATION AT TRANSOM
& 105/210. SEE DETAIL 3/A300 BETWEEN WINDOWS 104/209 8. 105/210.
I !
f i i SEE DETAIL I/A300
ZINC FLASHING ZINC FLASHING
,
i
I
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I �
SEAL:
o FWOOD
STRUCTION AT UTILITY :.N��r>>'�`%;C. .
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t_ y
° of o, TILE ] a:�' x,, ',,c;:
ll
TnOOD SUBFLOOR 'DECKING FLOOR CONSTRUCTION: FFLOOR CONSTRUCTION: FLOOR CONSTRUCTION: SE CELL SPRAY FOAM
HARDWOOD FLOORING • HARDWOOD FLOORING INSULATION, R28
• 2 LAYERS PLYWOOD SUBFLOOR • HARDWOOD FLOORING
• 2 LAYERS PLYWOOD SUBFLOOR • 2 LAYERS PLYWOOD SUBFLOOR
• R21 GATT INSULATION • R21 BATT INSULATION • R21 BATT INSULATION
• WOOD FRAMING • WOOD FRAMING • WOOD FRAMING
� STRUCTURAL PANEL • STRUCTURAL PANEL FLOOR CONSTRUCTION:
• STRUCTURAL PANEL
SELF-ADHERED WATER RESISTIVE • SELF-ADHERED, WATER RESISTIVE DATE: ISSUE: REV-
0 WATER RESISTIVE 1 t • HARDWOOD FLOORING
VAPOR PERMEABLE AIR BARRIER VAPOR PERMEABLE AIR BARRIER • VAPOR PERMEABLE AIR BARRIER • I LAYER PLYWOOD SUBFLOOR JAN 12022 DOB SUBMISSION
SHEET MEMBRANE SHEET MEMBRANE SHEET MEMBRANE • WOOD FRAMING
• R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • R8.0 CONTINUOUS INSULATION • 4' CLOSE CELL SPRAY FOAM APR 16
, 2025 PAA Q
g, EL +8'-6' � i INSULATION, R28
FIRST FL FINISH FLOOR ZINC SILL ZINC TRIM CONTINUATION OF SILL) ZINC SILL
- _. .. .. .
-.:: ,... . ZINC TRIM CONTINUATION )
L
CEMENT BOARD FASCIA CEMENT BOARD FASCIA
CEMENT BOARD FASCIA
2" RIGID INSULATION ? 2" RIGID INSULATION 2" RIGID INSULATION 66m& CEMENT BOARD FASCIA
AIR BARRIER AIR BARRIER AIR BARRIER ) 2 RIGID INSULATION
STRUCTURAL PANEL STRUCTURAL PANEL STRUCTURAL PANEL AIR BARRIER THIS DRAWING IS AN INSTRUMENT OF PROFESSIONAL
RIM JOIST RIM JOIST WOOD FRAMING, SEE STRUCT. DWGS. STRUCTURAL PANEL
SERVICE AND SHALL REMAIN THE PROPERTY OF
RIM JOIST
j HANSEN ARCHITECTURE DESIGN, PLLC,WHETHER THE
PROJECT FOR WHICH IT WAS PREPARED IS EXECUTED
OR NOT. NO CHANGES,ALTERATIONS OR DELETIONS
i 4' 4" MAY BE MADE EXCEPT BY HANSEN ARCHITECTURE
DESIGN, PLLC. THIS DRAWING SHALL NOT BE USED OR
REPRODUCED BY ANYONE ON OTHER PROJECTS, FOR
WOOD GIRDERS AND PILE, SEE WOOD GIRDERS AND PILE, SEE ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF I THIS PROJECT BY OTHERS WITHOUT WRITTEN
STRUCT. DWG. STRUCT. DWG. I CONSENT. ®COPYRIGHT
J SCALE:
DATE:
TITLE:
TYPICAL WALL
SECT I ONS
SHEET NO.:
� EL +2.72' A- 300mOl
AVG NAT. GRADE
I WINDOW, SECTION (THRU GIRDERS) 2WALL , SECTION (THRU GIRDERS) WINDOW SECTION (COPLANAR TO GIRDERS) WALL SECTION COPLANAR TO GIRDERS
3 4 10 3 3/4 - I - /,
I 0