HomeMy WebLinkAbout50007-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 50007 Date: 11/9/2023
Permission is hereby granted to:
Hoffman, David
225 Fifth Ave Apt 11 E
New York, NY 10010
To: construct accessory garage as applied for.
At premises located at:
1275 Ruch Ln, Green ort
SCTM #473889
Sec/Block/Lot# 52.-3-14.1
Pursuant to application dated 10/16/2023 and approved by the Building Inspector,
To expire on 5/10/2025.
Fees:
ACCESSORY $389.00
CO-ACCESSORY BUILDING $100.00
Total: _ $489.00
Building Inspector
0.
P TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.,sotitholdtownny.Uv
Date Received
APPLICATION FOR BUILDING PERMIT
My For office Use Only
�66 t r^ �� 6
PERMIT NO. Building Inspector: C,
Applications and forms must be filled out in their entirety. Incomplete s " '
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:10/4/23
OWNER(S)OF PROPERTY:
Name:DAVID HOFFMAN SCTM#1000-052-03-14.1
Project Address:1275 RUCH LANE, SOUTHOLD NY 11971
i
Phone#:917-855-9099Email:davidghoffman1 @gmail.com
Mailing Address:225 5th Avenue - 11 E New York, NY 10010
CONTACT PERSON:
Name:KATHERINE SAMUELS
Mailing Address:25235 MAIN ROAD CUTCHOGUE NY 11935
Phone#:631-734-6405 Email:KATE@SAMUELSANDSTEELMAN.COM
DESIGN PROFESSIONAL INFORMATION:
Name:(SAME AS ABOVE)
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
10New Structure ❑Ad'' iticrn ❑Alt ion ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $�so,000
Will the lot be re-graded? ❑ es 19 No Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTY INFORMATION
Existing use of property:RESIDENTIAL Intended use of property:RESIDENTIAL
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes 19 No IF YES,PROVIDE A COPY.
R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Toxin Code.APPUCATION IS HEREBY MADE to the Bulkling Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,county,New York and other applkable taws,ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lairs,ordinances,building code,
housing code and regulations and to admit auth, I - Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are
punishable as:a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law.
Application Submitted By(pririt.:name) KATHERINE SAMUELS pAuthorizedAgent ❑Owner
Signature of Applicant Date:
STATE OF NEW YORK)
S,S:
COUNTY OF k�
MY1 �t 5 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the U U C ZP Rhq
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
--LO—dayo '� �C ,ZQ2'
Notary Public
NOTARY PURL ,tTA* ON W YORK
FR AUTHORIZATION, C
UN
(Where the applicant is not the owner) UAIIEDP RWEORKCO.COMMIIE
I,
residing at
0 o�hereby authorize r to apply on
tp the Town of S'outhol uilding Department for approval as described herein.
--
42-3
Owner's Signature Date
Print Owner's Name
2
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i . TABLE OF CONTENTS CODE INFORMATION BUILDING DE ARTMENT NOTES TEST HOLE L _j
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� c::) (=- 1. NO CHANGE TO USE, EGRESS,OCCUPANCY,
! = ;�__ CODE INFORMATION:
: 0 0 1 1 NOTES:WATER ENCOUNTERED 16'BELOW SURFACE c< ,0 111117%
Cf-) �2 ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS,DRAWINGS 2. THIS DRAWING IS FILED TO SHOW APARTMENT RENOVATIONS,ALL EXISTING AND BASE BUILDING CONSTRUCTION ,
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SHEET SHEET DESCRIPTION ui LU AND CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES,ORDINANCES AND D. I �7;2t klm�
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i T-000.00 COVER SHEET - 0 I-_____ - REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY 3. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, BROWN SILTY SAND SM - U.,
�. T-001.00 GENERAL NOTES -, � SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS CONTRACTOR;ALL PERMITS SHALL BE SECURED AND PAID STATUTES,ORDINANCES,CODES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING 11 ----------
I A-100.00 PLANS ___ FOR BY THE TENANTS CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: ON THE PERFORMANCE AND EXECUTION OF WORK. BROWN SILT ML
� . 4. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH BEST ACCEPTED TRADE PRACTICES. 21 ---------- 0 <
.
� S-100.00 SITE PLAN ---�-I BUILDING AND STRUCTURAL 2020 NYS RESIDENTIAL CODE 5. CONTRACTOR SHALL FOLLOW BUILDING MANAGEMENT'S AND/OR OWNER'S REQUIREMENTS,RULES AND ,e r%
I A-400.00 INTERIOR ELEVATIONS I— SMOKE AND CARBON MONOXIDE 2020 CODE REGULATIONS FOR ALTERATION WORK, %,.� , 1�
I A-600.00 DETAILS SAFETY NOTICES 2020 CODE 6. CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS,WALLS,CEILINGS,ETC.DAMAGED OR EXPOSED DUE TO BROWN CLAYEY SAND WITH GRAVEL SC
. __.______
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! A-700.00 STRUCTURAL NOTES MECHANICAL 2020 MECHANICAL CODE WORK OR REMOVALS AND FINISH TO MATCH ADJUSTED SURFACES.
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: A-300.00 ELEVATIONS PLUMBING 2020 PLUMBING CODE 7. CAP OR RELOCATE AS DIRECTED BY OWNER,BY APPROVED MEANS ANY ELECTRICAL ITEMS SUCH AS SWITCHES, 51 ----------
� _____ -
I A-301.00 ELEVATIONS I - 1 I FIRE PROTECTION 2020 SPRINKLER CODE OUTLETS,LIGHTS,ETC.ON WALL SURFACES SCHEDULED TO BE REMOVED.
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q ELECTRICAL 2020 ELEC.CODE 8. APPLICATION FILED FOR PERMIT IS FOR WORK INDICATED ON THE DRAWINGS.
i A-350.00 SECTIONS I I I
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i ENERGY 2018 ENERGY CONSERVATION CODE 9. ALL PLUMBING WORK SHALL BE PERFORMED BY A NYC LICENSED PLUMBING CONTRACTOR.
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; 10. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NYC LICENSED ELECTRICAL CONTRACTOR. BROWN FINE TO COARSE SAND SW
;
i PROJECTA, )RESS:
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i 1275 RU( -1 LANE
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� WATER IN BROWN FINE TO COURSE SAND SW SOUTHC ,)NY, 11971
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i 2. ADDRESS: 1275 RUCH LANE SOUTHOLD NY, 11971 ,I
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3. OWNER: DAVID HOFFMAN 1,
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� 225 5th Avenue- 1 1 E . 04436 14
i New York, NY 10010 - FLOOD NOTES 7�'�OFF:N
i Ph.917 855 9099 -_ -
i E:davidghoffmanl@gmail,com PROPERTY IS NOT SFHA. 1. DRAWN B y- Author
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1 4. ZONING DISTRICT:R-40, USE PERMITTED: RESIDENTIAL, LOT SIZE:21,681 SF 1, DA TE: 91� 2023 1:32:24 PM
� 5. ALLOWABLE LOT COVERAGE:20%(4,335 SF), EXISTING LOT COVERAGE:2,195 SIF SEPTIC NOTES �_ -
6. PROPOSED LOT COVERAGE:3,552 SF>4,335 SF -I 1�1 t> SCALE A ndicated
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7. TOTAL ALLOWABLE SF:3,560 SF(2,100 SF+ 11,681 SF* 12.5q,) T_ C) Q�y DRAWING Si -ET NAME:
� 10 NO CHANGES TO SEPTIC AS PART OF THIS APPLICATION. . � Nb.
� 8. TOTAL SQUARE FOOTAGE PROPOSED: N/A FOR ACCESSORY STRUCTURE N \ -1 ------... I .
� 9. SF COMPLIANCE:N/A FOR ACCESSORY STRUCTURE COVE '� SHEET
i SURVEY NOTES
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1586 MAIN ROAD (�) 1 11=I 0..0.1 �
� JAMESPORT NEWYORK, 11947
1 631-727-2090 .
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ARCHI TEC 3:
GENERALNOTES SCHEDULES
ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS
1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. SEE PROJECT MANUAL FOR DOOR AND WINDOW DETAILS. REFLECTED CEILING PLAN LEGEND 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SA �/ 1 E
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2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. ❑ 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY ,�
8. THERE MAY BE HUNG CEILINGS AND SOFFIT IN THIS PROJECT(SEE PLANS FOR CONFIRMATION). 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE,CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. STI _ELn� N
4. FOR NON-DIMENSIONED _` ELMAN
1�1 �3
9. PLUMBING PARTITIONS, PART/'WALLS OR EXTERIOR WALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT ENS ONED DEVICES ON WALES LONGER THAN 3 0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF
WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL,
BOARD AND PLASTER OR EQUAL, NOT IN SCOPE 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT DEVICES TO BE 2"AP
14. ALL EXISTING AND NEW VALVES FAUST BE ACCESSIBLE,ETHER EXPOSED OR FROM ACCESS PANELS. - 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP COORDINATE ART.
RISER DIAGRAM O -
DOWNLIGHT MILLWORK AND FURNITURE. � E WITH SCHEDULED
(SURFACE MOUNT) ADDRESS:
S NEW LINE DI CHECK VALVE(QUIET) DOWNLIGHT ON SENSOR FLOOR HALL SIGNALS 25235 MAIN )AD
OS (SURFACE MOUNT) DESIGNATION
0 THERMOSTAT/ COAT CUTCHOGU NY 11935
PLUMBING NOTES E EXISTING LINE Dc4 BALL VALVE (ADA/ANSI) TEMPERATURE HOOKS 631-734-742
RECESSED LIGHT FIXTURE cn
�,' 5 SENSOR X12 CONS
1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, POINT OF CONNECTION O HAMMER ARRESTOR of
w CARD READER ULTAI S:
PLUMBING AND FUEL GAS CODES. U
~ BUTTON o Lu ¢ SEPTIC AM STRUCTURAL ENGINEER.'
SMOKE DETECTOR SWITCH Q I Z MARESCA ( ISSOCIATES
2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. _
3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ o U _ z v 188-04 WEA MONTAUK HIGHWAY
`D Lu ~ HAMPTON t YS, NY 11946
PIPE INSULATION. _ o CEILING FAN o wco\ ¢ � Qoo
4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHALL ARRANGE AND o I zo OWNER:
CHANDELIER DAVID HOF JAN
OBTAIN INSPECTIONS AND SIGN-OFFS. h °O ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS
5, IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A
RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE L1 HORIZONTAL COVE LIGHT AND ACCESSORIES 1275 RUCH INE
FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL (SPECIFY VIA SHOP DRAWINGS) SOUTHOLG/ / Y, 11911
BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. L2 _ _ _ _ HORIZONTAL SHELF LIGHT ;I J I 40" j MIRROR REVISIONS:
I
6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS (SPECIFY VIA SHOP DRAWINGS) Z: - J 24" MIN. MAX. 42" MI 48
. MIN.
HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SH 12"d 2" z SCAP 17" MI - - - - - _ i
7. NO WORK SHALL BE:DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM ROLLER SHADE I 8 MINI. 18 8" MIN. - -
EXTERIOR(OUTDOOR SHOWER) ° M I
THE BUILDING MANAGEMENT.
8, ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE Iry f SOFFIT LOCATION �a�- -
INSPECTED BY THE CITY, BOARD OR ITS !moi/ (CONFIRM DURING CONSTRUCTION) - - - - - - - - u Q Q L a CLEAR
DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED, I _ _ _ SHW _ _ GROUND 60" MIN. MCD
o M z '` MI ' FLOOR
9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. #DROP CEILING DROP HEIGHT PLAN I N PLAN SPACE
10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION, 0.
ACCESSIBLE GRAB BAR WITH TOILET ACCESSIBLE 11"MI .
11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY DATA/ETHERNET OUTLET WATER CLOSET REINFORCING STRIP PAPER LAVATORY PROJECT P WE:
PLANS IF OTHERWISE. NLINE (H=NON TYPICAL HEIGHT)
12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE 0 DIRYWELL DUPLEX RECEPTACLE j O
FIXTURE. (H=NON TYPICAL HEIGHT)
13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED GFI GFI OUTLET ' I 4"PLAIN. I I 4"MIN.ENDS AND BRASS BUSHINGS. I I I
(NON TYPICAL HEIGHT) I z I I 24°MIN.
14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. 220 ; ' 24" MIN, M X. 4" MAX 12" MI
15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE qP 22 VOLT OUTLET I - - -
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SLAB. I 48"MIN. "MIN_ ' 30' MIN, "MIN_ e
_
16. NO RISERS CAN BE RELOCATED OR REMOVED. W WET ZONE GROUND-FAULT CIRCUITINTERRUPTER RECEPTACLE M
17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT
INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. 1p
QUAD RECEPTACLE
18. SPEEDY CONNECTIONS ARE NOT PERMITTED. (H=NON TYPICAL HEIGHT) ACCESSIBLE TUB FOR GRAB BAR WITH
ADAPTIVE BATHROOM REINFORCING STRIP
19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. $ SWITCH(VIF)
20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. "
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21, ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. 36 40
11
$D
SWITCH ON DIMMER VIF
22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST ( ) --- " "
z 4 MIN. 12 MKz
36 MIN, 18 1311 i
BE PAINTED WI BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLA T ION.THE SHOWER PAN MUST BE II
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TESTED BY 24-HR STANDING WATER TEST,THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. $T THREE-WAY SWITCH C.0ii ° 12"r, MIN. IN
BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED,
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23, CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING J❑ JUNCTION BOX 18� 1 °Q
MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY,ALL BATHROOM UNILITY SINKS AND TUBS SHALL 56 MIN r II - /
HAVE OVERFLOW DRAINS BUILT IN, PLAN M cl'
❑ CONSTRUCTION PLAN LEGEND [-TO-IL/ETPARTITION GRAB BAR WITH ACCESSIBLE&AMBULATORY URINAL
REINFORCING STRIP WATER CLOSET
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WALL MOUNTED
NOT IN SCOPE CLOCK SPEAKER/STROBE AED
' -- -- AUDIO/VISUAL � STROBE
HOSE CABINET - -- ALARM&STROBE {
EXISTING STRUCTURE/ -- HORN/SIREN i
LL, -
FIRE EXTINGUISHER
PARTITION WALL J
oCABINET - - Z
PROJECT A. _)KESS:
NEW PARTITION WALL Lo U- ; I WARDEN STATION `;o AE�D o o m 1275 RU( -'LANE
a- CABINET - z w SOUTHC D NY 11971
o FIRE ALARM PULL STA ION L '
U
WINDOW ' WALL MOUNTED DRINKING FOUNTAINS RC
RDE A
(STANDARD&ADA/ANSI) 5h'i
FLUSH CONTROL ; �NE JEAIVt9 A
TOILET PAPER AND SEAT
�G
COVER DISPENSER OUTLET OUTLET
DOOR � _ � _ e
(SEE SCHEDULE ON SHEET X-XXX) - F _ r '
COUNTER `` s
ac
COUNTER DESK
- M ❑ M
Z=) E}L} �Tqr�X4436
0
ao
OF NEIN
117 M
OVERHEAD AND BASE MILLWORK
_------_ (ALL MILLWORK TO BE CONFIRMED TOILET]7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY., Author
VIA SHOP DRAWINGS) DISPENSER&WASTE DISPENSER&WASTEpgTE, 9/� 20231:32:28 PM
RECEPTACLE DISPOSAL
SCALE: A ndicated
CLEAR DOORWAY WIDTH AND DEPTH DRAWINGSi -_ET NAME:
WALL TYPE TAG
1 I (SEE WALL DETAIL SHEET A-800.00)
32"MIN. 32"MIN. 32" MIN. GENE ?AL NOTES
i
ROOM - - - -
X
101 ROOM TAG I
I
DRAWINGS .ET NO:
I I
(A) (B) (C)
HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH
-001 , 00
I
I
ARCH/TEC 3:
i
................................................................................. ..
UELS+
SA \4
STI -�WELMAN
ADDRESS:
•' ® �S� O �� 04, 25235 MAIN OAD
/ 1 6 v CUTCHOGU NY 11935
79,�c� 631-734-742
�o 1' , OCF� �� �� CONSULTAI 'S:
SEPTIC AN! STRUCTURAL ENGINEER:
4
MARESCA ( -ASSOCIATES
O' S 1, 188-04 WE,' MONTAUKHIGHWAY
HAMPTON I YS, NY 11946
4� �qr OWNER.
DAVID HOF 'IAN
1275 RUCH ANE
SOUTHOLC .Y, 11971
20,3�� F s -' REVISIONS:
s \
x...,:
1.
ry
� 20.E20.7
20,5 't
A `
7 p"
ti '
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T, ? rn
AQ, PROJECT� ME
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19.219.5
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17
Q7 PROJECT A, :)RESS:
7
j /
I .0
J
N u',
4
41
F
� S
21,0 ° p� 1: 9 �V\,0 1275 RUQ LANE
SOUTHC :)NY, 11971
SSA �•'� 19 C `'.• ��' .. �� . ..' 1 J.2 � o
a Rl
QED AR
�,qT 2�J, ati � r 9 G� �s�s \ScE�SEA Cy/T
tiT I FR �.N At s F
20. PQP �V 4 '92iGC��
RAI
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HOLE
cf
04436
�TFOF NE�N�O
A
48.7:
Y.
DRAWN BY: KS
F<� DATE. 91z 20231:42:15 PM
a a � �' SCALE = 1'-0"
� qTF a 0 �
FTF R d d tld DRAWING Sj :ET NAME
R } d
a
\ SITE F LAN
a - \A
SITE PLAN
F
SCALE:3132=1'-0" DRAWINGS :ET NO:
v
............... ............ ....................................................... .......... slolooloo
l
• I
I
ARCH/TEC 3:
CONSTRUCTION PLAN LEGEND
❑
2 C-30100
� F- --- -- ----- -------- - 350.0
E
2
SAvi
L
NOT IN SCOPE 2
STI �. ELM-350.0
AIS
EXISPARTITION WALL
ING TUREr
I
i
------------------------ ------------
-------------
ADDRESS:
:
LINE OF WALL BELOW ' -- -
NEW PARTITION WALL i j 25235 MAIN )AD
...
I CUTCHOGU VY 11935
_. .. i 631-734-742
WINDOW ; o
NEW ASPHALT SHINGLE ROOF ON
CONSULTAI -S:
SEPTIC ANS STRUCTURAL ENGINEER:
314"PLYWOOD WITH HOUSE WRAP MARESCA '1SSOCIATES
---
. WE,' MONTAUK HI GHWAY
188-04
HAMPTON� YS, NY 11946
I ,
I I
j DOOR
(SEE SCHEDULE ON SHEET X-XXX} ; J ABO ��
I , OWNER:
DAVID HOF '1AN
1275 RUCH ANE
/�350.Op , ROOF RIDGE I -350:0 SOUTHOLG �Y, 11971
OVERHEAD AND BASE MILLWORK
(ALL MILLWORK TO BE CONFIRP,'ED I 1 GA-301.00 �
REVISIONS:
- -- - (A-300.0 2 , 4
VIA SHOP DRAWINGS)
�� I I
i
I I t
' N
WALL TYPE TAG ' w
1 I (SEE WALL DETAIL SHEET A-800.00) i O
I yy
ROOM ..... .. .. -. .. _ � ,-' ---- ----
F.
II - - -- ROOM TAG i . , ....... V.. .Y I SWITCH -' ` I
THREE WAIF
I I I cy
l i ,- w
I _J PROJECT t 'VE:
101 I . i TO HOUSE
L i
I
I , \
REFLECTED CEILING PLAN LEGEND
GARAGE ROOF GARAGE ELEC PLAN
I
3SCALE: 1l4"=1'0"
SCALE: 114"=1'0"
4
NOT IN SCOPE 5'MAHOGANY
ENCLOSURE
-301.00 4" PT POSTS
O DOWNLIGHT
(SURFACE MOUNT) 1'_311 _Oil SET IN CONCRETE SLAB
2 WITH ITCHED TO CENTER DRAIN
- - 2
O DOWNLIGHT ON SENSOR 2
S (SURFACE MOUNT) -350:0 _
I�EW OUTDgOR -350.0
SHOW N � 221 -011
, ,
RECESSED LIGHT FIXTURE \ -
E IL
i /� �Qzo
CV
iC SMOKE DETECTOR —
�.
-
� o CEILING FAN - . <, °: . ^ ".,R .�� ` . ; ',� A a " DOUBLE HUNG WINDOW N - 20'.9 /2" �
° 8 I — — N
an ..
TH CK CONCRETE
•Fl" t.
"
„ w _ < 30"W X 46"H 3 -
q P
4".CONCRETE'-SLAB.W 6X6 WI,4 X WI 4 WWM ; A ° _' a.R FOUNDATION WALL F— r
j CHANDELIER SILL 2-10 Q O I
d b 1 11 , '
Z
SST 6N COMPACTED;GRAULAR`IN1=� L:. z I DOUBLE HUNG WINDOW
"Fl EXPOSED STUD WALL o^
FOOTING BELOW � NO INSULATION c0 30 W X 46 H
" coC0 o U- = x
L1 HORIZONTAL COVE LIGHT a ` • " _ ��
C 00
SLOPE T.O. SLAB TOWARDS D(30f7 �a' N ) I
— — — (SPECIFY VIA SHOP DRAWINGS) "° a A _ W r ¢ I N
SILL 2-10
1/$„1 FT NEIN. . :: . u - r. � Ud w I N N
° " GARAGE
L2 _ HORIZONTAL SHELF LIGHT < ' w O
SPECIFY VIA SHOP DRAWINGS) "�, v '.4 v � o
' n
I
"
'a 100 z
SH
ROLLER SHADE o N c.0 U
x
. L .
a N
a .
I, X�-350.00 - •, co
w
PROJECT A, )RESS:
h -350.0 o x o 0
SOFFIT LOCATION _, < a
(2)2 X 10 RIDGE BEAM N �* 1275 RU( LANE
:CONFIRIv!DURING CONSTF'UCTION) a a ` 04 N
n a" N N r
i ,. . : ` - • -a•- •. . .. ° A-301.00
SOUTHC NY, 11971
#DROP
CEILING DROP HEIGHT ;300,0 . 2 r:
" I
4 b �. 4"CONCRETE SLAB
V DATA/ETHERNET OUTLET r" ".•.e' W . ° . � � TYP,TROWEL FINISH ° � I �
(H=NON TYPICAL HEIGHT) ..S��RED ARch'i
DROPPED FOUNDATION E��AN
ON WALL
I
N
S c<`
DUPLEX RECEPTACLE
° I
_ x
" AT
- GARAGED
IH=NON TYPICAL HEIGHT) " °" ° I
" u I I N
EV I
a NEW P RMIABL = 1
GFI GFI OUTLET DROPPED FOUNDATION - - _ . . . �n a .q r n o _ 7 GARAGE DOORS
d° ° WITH TRACK PERISPEC
qp
(NON TYPICAL HEIGHT) WAIL AT DOOR f ° 00
.,
. .. �" �
220 • ..'' f - ° _
22 VOLT OUTLET T 04436
_ I
_ r
O
I
I 2 X 10 DROP HDR CONTINUOS SOF Nei
Co., , —
j
WET ZONE GROUND-FAULT CIRCUIT oo �
WINTERRUPTER DRAWN SY: KS
0o d
� RECEPTACLE • " " •
NEW POOL FENCE rt <
OLAD x'' "a DATE: 912 20231:31:45 PM
RECEPTACLE ° M BY OTHERS 1 1 1/ <"° 8 -2 "1.. - 10 -
/ x^^
1 n 11 .89 2' ,
° 1
A 1 11 11
(H=NON TYPICAL HEIGHT) 8 �$ 8 + 1g,' $ 8 8
!' ; SCALE: A. ,ndicafed
Sim
" 2,.° DRAWING Si `:ET NAME:
00
$ SWITCH(VIF) 1 ° A ,
CONCRETE APRON GRAVEL DRIVEWAY
PLAN
N
SWITCH ON DIMMER(VIF) 4. " 4
D �� PITCHED TO SLAP "
n
a ''A < ,n
- °
A ,.
c1
j $T
THREE-WAY SWITCH GARAGE FOUNDATION PLAN GARAGE CONSTRUCTION PLAN
I �
1 17
SCALE: 1/4"=1'-0"
j u JUNCTION BOX 2 SCALE: 114"=1'-0" DRAWING S ET NO:
I
I
AM100 , 00
i
ARCH/TEC '3:
- I
4" FLAT STOCK PAINTED PVC FRIEZE BOARD,
TRIM TO SURROUND BOARD AND BATTEN1
SA
uEL
s-�-
ASPHALT ROOFING ON 3/4II PLYWOOD, NEW BOARD AND BATTEN SIDING
HOUSE WRAP, ON NEW RAFTERS PER PLAN APPX 10" BOARD PAINTED. STIE"" ELMAN
FASCIA BOARD PAINTED
i
Level GARAGE ROOF— — — — — — — — — — — — -- -13 -1—CV
ADDRESS:
25235 MAIN )AD
CLAD DOUBLE HUNG WINDOW 1011 4112 SLOPE ti CUTCHOGU NY 11935
(30"W X 46" H)W/GRILLES AND1 631-734-742
514"x 4"CASING&2"SILL TyP' —�
- CONSULTAI S:
WOOD DOOR WITH GLASS SEPTIC ANI STRUCTURAL ENGINEER:
4"CASING. PER SPEC MARESCA r ISSOCIATES
188-04 WE� MONTAUK HIGHWAY
Level WALL P TE HAMPTON I YS, NY 11946
—NEW MAHONANY 8'-6" OWNER:
EXT. SCONCE
SHOWER ENCLOUSURE 77 DAVID HOF '1AN
1275 RUCH INE
SOUTHOLC 'Y, 11971
REVISIONS:
CEDAR SHINGLE SIDING
ON BLDG. PAPER ON 5/8" PLYWD
N SHEATHING
00
CD
- 1
o co STUCCO ON FOUNDATION WALL
J_u_ _ PROJECT[ ;VE:
Level GARAGE LEVEL
Level SITE
— — -
-Le RAGE
, I FOUNDATION N
k r,
FOUNDATION BEHIND
ik i
r- -----__ _ _-_ __._ --------------.._..-------_--_---------.-_ .. _ .-... .. . ---_---..... -_-.. ---.---_..._------- . .__-_. - __ -. __--_---.......�.._.--.- - _
k !
------------------------
WEST
_- ___ v _ ___-__ -:- - -.-.-^�-------- ----------�----------�-------�-------_---_- .--- --_..._......._.�---.__._--__..,...-_-......-_-.--__._.----__--..-_ .,.....-. ._._ ._--i
i
WEST ELEVATION
SCALE: 1,2"=1'-0"
Level GARAGE ROOF000
ASPHALT ROOFING ON 3/411 PLYWOOD,
HOUSE WRAP, ON NEW RAFTERS PER PLAN —
r,
I 1
FASCIA BOARD PAINTED
CEDAR SHINGLE SIDING
ON BLDG,PAPER ON 51T PLYWD
$, Level WALL PLATE
SHEATHING — — — — — — — — — — — — — — — — ' " ,
8 -6
PROJECT A: _)RESS:
T OVERHEAD GARAGE DOORS
PER SPEC.4" PCV TRIM 1275 RU( - LANE
POOL COMPLIANT FENCE SOUTHC :7 NY, 11971
I
WITH LATCHING GATE
(BY OTHERS) --- — -
ED ARC
N E J EA/V y/T
co
A
, SCC,iO
O /
1
Level GARAGE LEVEL ��qTF 04436
OF NES
I
DRAWN BY.• Author
------ -
Level o11
k SCALE:
r
• Level GA GE DRAWING Si -_ET NAME:
j FOUNDATION BE ,
.,., FOUNDATION P
41
k
ELEVj TIONS
k
_-----------------w..-_--__-____--__----_-,..___--___------_-______---_-_-----_---_------------------__--__-_ -_
k
y �
k k
Lk ` DRAWINGS :=ETNO:
----------------------------------_---__ __------
SOUTH ELEVATION
SCALE: 112"=1'-0"
Am300 , 00
ARCH/TEC >': ,
SLS+
_ UE
AM
ASP HALT RODFINS QUI DDD,-- _ — — — — — — — — — Level GARAGE ROOF
STI
_ELM
Aid
HOUSE WRAP, ON NEW RAFTERS PER PLAN
13-1"
4/12 SLOPE
4" FLAT STOCK PAINTED PVC FRIEZE BOARD ADDRESS;
II 4"PVC FRIEZE BOARD PAINTED 25235 MAIN )AD
CUTC OGU NY 11935
631-734-742
CONSULTAI S:
Level WALL PLATE SEPTIC ANS 3TRUCTURAL ENGINEER:
8'-6" MARESCA ( ASSOCIATES
188-04 WE MONTAUK HIGHWAY
CEDAR SHINGLE SIDING HAMPTON[ YS, NY 11946
ON BLDG. PAPER ON 5/8"PLYWD
CLAD DOUBLE HUNG WINDOW SHEATHING
(30"W X 46" H)W/GRILLES AND OWNER:
5/4"x 4"CASING&2"SILL DAVID HOF IAN
1275 RUCH INE
_ = SOUTHOLG 'Y, 11971
REVISIONS:
0
STUCCO AT FOUNDATION WALL
— o _ o
ui
Level GARAGE LEVEL
— T - = ; —;- -• �=-- — — — _ _ _ PROJECT P ME:
� --- -- Level SITE
0ff
Level GA GE
FOUNDATION PL N
FOUNDATION BEYOND
I
I
I
r--1----------------_._ ----------- ------------------------------------------.---------._._---_.-----------------_.---- --------� --
I I
I
---------------------------------------------------------
I
I
i
EAST ELEVATION
SCALE: 112"=1'-0"
I
I
Level GARAGE ROOF
13'-1"
ASPHALT ROOFING ON 3/4" PLYWOOD,
HOUSE WRAP, ON NEW RAFTERS PER PLAN —
I,
(D
op 117%
PVC FASCIA BOARD PAINTED
_ Level WALL PLATE
81-611
CEDAR SHINGLE SIDING MAHONGANY SHOWER ENCLOSURE PROJECTA, .)RESS:
ON BLDG, PAPER ON 518" PLYWD WITH NICKEL GAPS BETWEEN 4"BOARDS
SHEATHING
I
1275 RU( - LANE
SOUTHC :)NY, 11971
STUCCO AT FOUNDATION WALL --- —R ARcy
5 E JEAN T
I oo �
4 S
00
CD
* n
10
I I _
Level GARAGE LEVEL 'TyT 04436
. 4" SOF NLevel SITE
E�N�
DRAWN BY.- Author
DATE: 91� i 20231:31:52 PM
Level GA GE SCALE: = 1'-0"
FOUNDATION BEYOND ; FOUNDATION P N DRAWING SI :ET NAME:
I -411
, I
I
ELEVJ TIONS
I
I ,
----------------------------------------------------------------------------- --L- ,
I
I I
I
�---------------------
I
2 NORTH ELEVATION DRAWINGS :ET N0:
SCALE: 1/2"=1'-0"
• i
-,
30100■
I
ARCHI TEC
i
1
1 -350.0 (2)2 X 10 RIDGE BEAM SAMUELS�-
- — _ _ _ _ _ _ _ _ _ _ Level GARAGE ROOF _
2X6 HANGER @ 114 POINT AT 13'-1" STI -
!
r /�4112 SLOPE EACH END OF EACH CEILING JOISTC /�-��
(3)2X 10 DROP HDR CONTINOUS GARAGE DOOR TRACK
TO BE MOUNTED (2)2 X 10 CLG.JTS @ 1611 OIC
ON CEILING RAFTERS -
ti
—'—'—'—' NEW 2X10 i .10@16" ROOF JOIST ADDRESS:
WITH 314"PLYWOOD, LATH UNDERLAYMENT,
2 Sim I I AND ASPHALT SHINGLE ROOFING 25235 MAIN CAD
"LO-100i CUTCHOGU VY 11935
631-734-742
_ _ _ Level WALL PLATE
8'-6" CONSULTAI `S:
SEPTIC AM STRUCTURAL ENGINEER:
I 4"CONCRETE SLAB TROWEL FINISH I I _ EXPOSED STUDS NO INSULATION MARESCA ( 1SSOCIATES
WI 6X6 WIA X WIA WWM SET ON l ( ) 188-04 WE,' MONTAUK HIGHWAY
COMPACTED GRAULAR INFILL -—-— -� HAMPTON I =YS, NY 11946
SLOPE Tao•SLAB TOWARDS DOOR I I _
OWNER:
118"I FT MIN, / L- I .
[O O DAVID HOF `IAN
CONCRETE APRON AT GARAGE DOORS TO I ,'S2 1275 RUCH ANE
I SLOPE FROM SLAB TO DRIVEWAY ELEVATION I N SOUTHOLG Y, 11971 }
I ( ao
I
REVISIONS:
1 I \
-
I �.
-- GARAGE E
Level GARAGE LEVEL -
--- \ -— 411
- - , - • - _ - ' - - -
- — -- — —
LevelSITE
— — —
I
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r ., - -
,
I
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:
h - - - - - _ _ _, - - - _ - "
r
I
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t - - - 'I IF
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I
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_ I NEW 8 FOUNpATION.'
II „
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a
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- - s.. - ''_ _ a - s - - - . _ _ . - - _ - - - I..
q > ,_,. ,-
....... ...._ ......_...........: ..... .... n -
.. ......... .. r .....
----' �
a `
FOUNDATION P
-• I
MPA .,' WA WITH FOOfiINGS._:::..'
�(- ,- CTED GRANULAl kN tLL , ;�
I
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.... ................ ............: ........... ..... ............ r - - - - - 11
: - -
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FORAPPX DfM S�E1 DETAIL
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II
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1
I
I
SECTION 2
- - -
1 0< w
I SCALE: 112"=1'-0" 2
2
-350.0
10 Ir%
_ — _ _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ — _ _ ,,_Level GARAGE ROOF
g--� ::E '-'-�
131-111
i . M---- w � � � � � � � � � — y Uw M U. 4<
1 NEW 2X10 @16" ROOF JOIST
WITH 314" PLYWOOD, LATH UNDERLAYMENT, 0 <c
AND ASPHALT SHINGLE ROOFING ti
I
d
I
ti 2X6 HANGER @ 114 POINT AT
U', EACH END OF EACH CEILING JOIST
1
I . y x x N N x I N N N N ".1 x � M I
Level WALL PLATE
8'-6"
i
PROJECT A; '7RESS:
1
1275 RU( -'LANE '•
Ii; 11 SOUTHG :)NY, 11971
_ (2)2 x 10 CLG JTS @ 16 O.C.
0
M GARAGE N RED qR
4"CONCRETE SLAB TROWEL FINISH `��NE JEq/V cy/T
W/6X6 WIA X WIA WWM SET 4 ,���\ is �F�'�
i ON COMPACTED GRAULAR INFILL G
SLOPE T.O.SLAB TOWARDS DOOR EXPOSED STUDS(NO INSULATION) * gra, ' fA,�1. vi
� (
118"I FT MIN,
,
CV ;�4 y..
1
N --- --- 1 7zT 04436 ��Q`E'
Level GARAGE LEVEL
F NI *� Ll "I-,- Ew
_ Level SITE
1. DRAWNBY- Author
..
- •,
.. �1 ,!^-.., fi• ,. �-• , +� , , --r-rr, , , [ rt,_.-,_ `'^',•--,-r--�' f '—^^n-`-4' r•-1-+'• =-r•'• I. - �- i ! `/
a ,
.r•
eve
I 9/� 2 2
DATE'
0 31.31.57 PM
1 .. .... , ..... ... ...... ._
`„- , . ,
,
,
r , j FOUNDATION
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SECTION 1
SCALE: 112"=1'0" _ Am350 , 00
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ARCHITEC
SA UELS+
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STEELMAN
ADDRESS:
25235 MAIN )AD
CUTCHOGO NY 11935
631-734-742
CONSULTAI 'S:
SEPTIC ANS STRUCTURAL ENGINEER:
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MARESCA ( 4SSOCIATES
188-04 WE,' MONTAUKHIGHWAY
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HAMPTON I `YS, NY 11946
i
' OWNER:
DAVID HOF IAN
1275 RUCH INE
SOUTHOLE .Y, 11971
REVISIONS:
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PROJECT P ME:
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SIMPSON H2.5A HURRICANE CLIPS PROJECT A )RESS:
@ 16" O.C. ON EXTERIOR FACE OF
PLATE W15- 8d NAILS EACH END
PROVIDE SOLID BLOCKING ATALL SHEATHING 2 1275 RUQ "LANE
SEAMS AND DOUBLEORIZONTAL X 6 STUD WALL STUDS AT
SOUTHC NY, 11971
WALL VERTICAL SEAMS I'APA RATED STRUCT. 1 PLYWOOD
Y2 X 12"A.B. @ 48"O.C. + 12" FROM SHEATHING wi 8d NAILS @ 4" O/C RED q
EACH CORNER W/3 X 3 X '�"'WASHER AT EDGES& @ 6" O/C IN FIELD �-(E RCy�
Y4" NEW 11 �" TJI/660
(TYP.)COUNTERSUNK IN TOP PLATE JEA/V q TF
SIMPSON LSTA30 1 /4 WIDE � \,�
18 GAUGE METAL STRAP @ 16" O.C. FLOOR JTS ! SHEATHING NAILED TO SILL PLATE �G
j w/ 11-10d NAILS EACH ED- TYP. 2-2 X 6 ACQ PLATE F
TERMITE SHIELD & SILL SEAL
4 MIN. P.C. SLAB Wl
(2) 2x8w1 6x6-W1.4xW1.4WWM ` ` e
''-'j " T&G PLY SUBFLOQR GRADE
z PLYWOOD PLATE — 4
GLUE + NAIL _ \' `� T f) 36
1-#5 REBAR CONTINUOUS �TFOF
EXTEND NEW PLYWOOD TO 245 REBAR CONTINUOUS .,
EXTG. STUD WALL- MATCH COMPACTED �' 2" ` ' z \
Author
LSTA15 1 Y4"WIDE :7 „ DRAWN BY.EXTG. SHEATHING THICKNESS \_-SIMPSONGRANULAR INFILL ' '.
20 GAUGE METAL STRAP @ 16” Q.C. \ q "' �'' \ " . DATE: 9/� 20231:32:02 PM
wI 6-10d NAILS EACH END-TYP_ %3-#5 REBAR
m
SCALE: A ndicated
CONTINUOUS
EXTG. PLYWOOD ; '\'. ''�\" x, DRAWING S, ET NAME:
SHEATHINGS 10"X 24" P.C. FOOTING -
SET ON BROWN SAND - EXCAVATE
EXTG STUD WALL AND REMOVE ANY CLAYEY SAND
DETA _S
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DRAWINGS -:ETNO:
WALL BUILD UP DETAIL FOUNDATION SECTION
SCALE: I"=I%0" SCALE: 112"=1'4' '
i
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A .,600100
ARCHI TEC
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WIND-BORNE E I TE - T I FOR OPENINGS STRUCTURAL REVIEW BY STEVE MARESCA, PE
188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11948 SAMUELS+FOR WALL OPENING PROTECTION OF1,20 MPH 3 SECOND WIND GUSTS PHONE 631 728 9480
( MAXIMUM MEAN ROOF HEIGHT: 35 ) RIDGE S LST- -ALL
GAGE
ST1 _` ELMAN
RIDGE STRAP - ALL ROOF RAFTERS
USE/OCCUPANCY
+ 2 x 6 TIE 0 EACH RAFTER
IN VIEW OF STRAP. CLASSIFICATION
DESIGN CRITERIA:
ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL
SHUTTERASSEMBLYREQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN ADDRESS:
N.T.S. FOREST PRODUCTS WOOD FRAME 25235 MAIN 'JAD
FOR PANEL SPANS: 0 < 4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE
HEIGHT PRESCRIPTIVEMETHOD CUTCHOGU NY 11935
23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD
(OVERLAP AROUND OPENINGS 4 ) ALTERNATE POSITION OF > »
HURRICANE CLIP USE 35 -0 MAXIMUM GROUND SNOW LOAD - 45 PSF. 7 742
ASSEMBLY: SIMPSON H3
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. CONSULTAI "S:
#10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
LIVING AREAS - 40 PSF. L.L. SEPTIC AM 3TRUCTURALENGINEER:
WOOD SCREW ® 16" O.C. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. MARESCA t ASSOCIATES
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CUP NAILED. FROM 188-04 WEA MONTAUKHIGHWAY
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH
MACHINE BOLT ® 12." O.C. �� 5 -IC8d NPAAILS EACH END SEISMIC DESIGN CATEGORY - B HAMPTON! YS, NY 11946
RESIDENCE: X WEATHERING - SEVERE OWNER:
APA RATED PLYWOOD TO FROST LINE DEPTH - 36"
EXTEND TO TOP OF TOP PROVIDE 8d COMMON
PLATE. EXTERI R EDGE OF ALL TERMITE - MODERATE TO HEAVY DAVID HOF SAN
SHEATHING. DECAY - SLIGHT 1275RUCH ANE
TYPE OF CONSTRUCTION SOUTHOLC ' Y, 11971
CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES
REVISIONS:
may: CONSTRUCTION
� \ ---MULTIPLE SECTION ASSEMBLY:
1/4" THICK BOLTS ® 2' OC
GENERAL NOTES
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY
ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE
CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN PROJECT P AME
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE.
TO OVER LAP BEAM - TOP BOB TTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL
LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION.
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE
DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS.
�
SHUTTER �, 2 x s 016" O.C. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
N.T.S. STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL SPANS: 4' OR WIDER SPAS A-325 BOLTS 3 4 DIAMETER.
FLOOR BEAMS. SPACING NOT 0 EXCEED .0 � /
N N T E CEE 8 FT.
3 . 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
232" APA `SPAN-RATED 4$ 24 SHEATHING GRADE PLYWOOD 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
OVERLAP AROUND OPENINGS 4" VERIFIED BY CONTRACTOR(S) PRIOR TO START OF
HURRICANE CUP INSURANCE NECESSARY TO PROTECT THE ENGINEER
LIP USE AND OWNER.
car x4 STRONG-BACKS ® 24" OC SIMPSON H2.5A
4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY: BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
SIMPSON MST27
1 112" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/ WASHERS) GALVINIZED OR
METAL STRAP 048 oC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL
STAINLESS STEEL WOOD SCREW 0 12" O.C. NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ,
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 8d NAILS 0 4" O.C.
RELATIVE DENSITY.
#10x3 (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ENTRY FROM HOUSE TO ATTACHED GARAGE AREA.
WOOD SCREW @ 16 O.C. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY
le 1r%
MACHINE BOLT C� 12" O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE.
SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.
FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO
8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT
WIN DO . G LAZED PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE
PROTECTION 11.3 REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED &
IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS.
ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS
IN LIEU OF THE ABOVE MENTICNED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. r 117%
PANELS TO BE. PRECUT TO FIT OVER WINDOWS WITH
HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECTNOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD
ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SItE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE
LABEL LOCATIONS ON EACH PANEL.
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
•
CONTRACTOR.
NAILING SCHEDULE FRAMING NOTES PROJECTA; )RESS:
TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1, DOUGLAS FRAMING
LARCH BSTRUCTURAL LBE GRADE. STAMPED pPRED 10. PLYWOOD SHEATHING- TO BE NAILED WITH 8 " d ® 4" 1275 RUQ a LANE
FIR
BETTER. O.C. EXTERIOR EDGES AND 6 d ® 12 o.c. SOUTHC .)NY, 11971
e SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE.
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"
h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING
0 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. RED ARCy
CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE '� SNE JEANS
° CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE Q4 .��� G A
COLLAR TIE/RAFTER 4-1Od (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY TECO OR APPROVED EQUAL. FOR gA r
GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED)
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE
e < 1O RIM BOARD RAFTER 4-16d {END NAILED 4. ALL HEADERS 6'-0" AND OVER, SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER :*
/ ) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH -�
TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS.
° ° e TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
n STUD/STUD 2-16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL �,yT 04436
HEADER/HEADER 16d (FACE NAILED
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND OF NEIN
Do< 4 o TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) ® 8 -0 O.C. MIN. PROVIDE 2 SPACE FOR AIR
1 8 < 5 HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB
........... .. ...........
]:
JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND
DRAWN BY.' Author
Ih BRIDGING/JOIST 2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" DATE: 91� ''2023 1:32:10 PM
GABLE ROOFS BLOCKING/JOIST 2-10d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE:
0 o BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL
100< e < 30° 10 < e < 45 LEDGER STRIP/BEAM 4-16d (FACE NAILED PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS DRAWING S; ,7ET NAME:
a PROVIDE 8d COM!,10N NAILS 0 4' O.C. JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) B. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.
AT HIGH PRESSURE ZONE - 6" O.C. BAND JOIST/JOIST 3-16d (END NAILED)
HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. WITH RATED GALVANIZED METAL CONNECTORS BY
100< e < 30 ° BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) "TECO" OR APPROVED EQUAL 14. ALL MULTIPLE LVL PRODUCTS T0, HAVE 2 ROWS OF 1/2" DIA. STRUTURAL NOTES
PLYWOOD ROOF DECKING 8d ®4 O.C. EDGES, ®8 O.C. FIELD GALVANIZED MACHINE BOLTS ® 12 O.C..
STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S.
PORTIONS OF PANELLSSIN HIGH PRESSURE ZONES.
PROVIDE 8d NAILS O.C. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d 04" O.C. EDGES, 08" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE : a = 4 FT. IN ALL CASES PLYWOOD SUBFLOOR DECKING 8d 06" O.C. EDGES, 012" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND DRAWINGS -ET NO:
COMPONENT AND CLADDING PRESSURE ZONES OWNER.
SID & PERMIT SET
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A .,700 , 00