HomeMy WebLinkAbout52180-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#: 52180 Date: 08/13/2025
Permission is hereby granted to:
Simon Swist
750 Monsell Ln
Cutchogue, NY 11935
To:
construct additions and alterations to existing single-family dwelling as applied for.
Premises Located at:
750 Monsell Ln, Cutchogue, NY 11935
SCTM# 97.-8-22.1
Pursuant to application dated 07/02/2025 and approved by the Building Inspector.
To expire on 08/13/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $94&00
CO- RESIDENTIAL $100.00
Total $1,048.00
�� uilding Inspector ��
� " f Pat* w
� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765
,r -1802 Fax (631) 765-9502 htt nrr's://www.southoldtovv .`ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
s JU 2
PERMIT NO. 5�1 Y16 Building Inspector:
Applications and forms must be filled out in their entirety. Incomplete loll lrf O pa r
applications will not be accepted. Where the Applicant is not the owner,an 'down Of Southold
Owner's Authorization form(Page 2)shall be completed.
Date:06/20/2025
OWNER(S)OF PROPERTY:
Name:SIMON SWIST SCTM #1000-97-8-22.1
Project Address:750 MONSELL LN, CUTCHOGUE, NY 11935
Phone#: I Email:SSWIST@TWINFORKSTECH.COM
Mailing Address:750 MONSELL LN, CUTCHOGUE, NY 11935
CONTACT PERSON:
Name:RAY NEMSCHICK
Mailing Address:66 EAST MAIN ST, PATCHOGUE,NY 11772
Phone#:631-563-2130 EXT. 111 Email:R.NEMSCHICK@NSARCHITECTS.COM
DESIGN PROFESSIONAL INFORMATION:
Name:RAY NEMSCHICK
Mailing Address:66 EAST MAIN ST, PATCHOGUE,NY 11772
Phone#:631-563-2130 EXT. 111 Email:R.NEMSCHICK@NSARCHITECTS.COM
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes BNo
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14 _64 SLiBTOLR COUNTY HMTR DLIPARTN=
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D I I F7I DJN7W-9OFft CE
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MAR./3,195.9 AS FILE NO/275
CESS
SHO'Wl t._____. ._ i,1ELD OB
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D, ANDIOR FROM DATA OBTAINED F8a
Ile- C do REVISIONS YOUNG & YOUNG
?' �q DEC. I,I975 400 OSTRANDER AVENUE, RIVERHEAD, NEW Y(
ry I
.IAN.$, /976 ALDEN W.YOUNG HOWAI
� -rwo>ressrDNwL�n>e�meER�ayao• '�:wr�u"sr
LAMD SURVETOR.'N.Y.S. LIC.'NO.1284'S - N.Y.S. L
�r SURVEY FOR:
UNAUTHORIZED ALTERATION OR ADDITION TO p
.o�CR.Sc THIS SURVEY IS A VIOLATION OF SECTION DALEM.. BUTLER 8 HOLLY/A. BUTLER f,
LAW
OF THE NEW YORK STATE EDUCATION LOT!YO 2I 8 PART OF, /1/ A/O. 20
Lt! 9VP
F COPIES OF THIS SURVEY MAP NOT B MAP OF NORWOLD
EARING
THE LAND SURVEYOR'S INKED SEAL OR .,, - '-
EMBOSSED SEAL SHALL NOT BE CONSIDERED - - ,.
TO BE A VALID TRUE COPY AT � fEED
CUTCHOGUE
GUARANTEES INDICATED HEREON SHALL RUN _ - - --- - - ._
' ONLY TO THE PERSON FOR WHOMF'THE TOWN O [+ �OV!�7/T!JOLD -�
/if" SURVEY IS PREPARED,AND ON HIS BEHALF J ,jam
TO THE TITLE COMPANY,GOVERNMENTAL ---- '
AGENCY AND LENDING INSTITUTION LISTED ay
HEREON,AND TO THE ASSIGNEES OF THE SUFFOLK CO., N.Y.
LENDING INSTITUTION GUARANTEES ARE -
NOT TRANSFERABLE TO ADDITICNAL SCALE: y wn, DATEI N -
INSTITUTIONS OR SUBSEQUENT OWNERS. =40 JUL!V 8,1975 S 7 '
Generated by REScheck- leb Software
Compliance Certificate
r
Project Swist Residence eI JUL
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family
Project Type: Addition
Project SubType: None
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
All Electric false
Is Renewable false
Has Charger false
Has Battery: false
Has Heat Pump: false
Construction Site: Owner/Agent: Designer/Contractor:
750 Monsell Lane Ray Nemschick
Cutchogue, New York 11935 Nemschick Silverman Architects
66 E Main Street
Patchogue, New York 11772
631 563 2130
Compliance: 0.7%Better Than Code Maximum UA: 138 Your UA: 137 Maximum SHGC: 0.40 Your SHGC: 0.27
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no Monger considered in the UA or performance compliance path in RIi::Scheck, Each slab-•on-girade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth irequirements.,
EnvelopeA!i!iernblies
Gross Area Cavity Cont. Prop. Req. Prop. Req
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 479 30.0 21.0 0.020 0.026 10 12
Wall: Wood Frame, 16"o.c. 696 15.0 0.0 0.077 0.060 46 36
Door 1: Glass Door(over 50%glazing) 40 0.300 0.320 12 13
SHGC: 0.23
Window 1: Wood Frame 56 0.290 0.320 16 18
SHGC: 0.29
Basement Wall 1: Solid Concrete or Masonry 600 15.0 0.0 0.078 0.087 45 50
Door 2: Solid Door(under 50% glazing) 17 0.290 0.320 5 5
Window 2: Wood Frame 12 0.290 0.320 3 4
SHGC: 0.35
Project Title: Swist Residence Report date: 05/30/25
Data filename: Pagel of 2
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Versi : REScheck-Web and to comply with the mandato equlrements listed in the REScheck Inspection Checklist.
Name Titl Date
1 p W ��
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Project Title: Swist Residence Report date: 05/30/25
Data filename: Page 2 of 2
10/16/2014 15:47 6319524911 PAGE 02/04
1Arw
STATE OF NEW YORK � PI 4
DEPARTMENT OF STATE
i Y
ONE COMMERCE PLAZA o L 0 r.
ANDREW M. CUOMO 99 WASHINGTON AVENUE
ESAR A. PERALES
GoveaNga ALBANY, NY 12231-0001
STATE OF NEW YORK—DEPARTMENT OF STATE
----------------
In the Matter of�the�Petition of: — M DECISION
Mark Schwartz.R.A.
For a Variance to the New York State PETITION NO, 2014-0224
Uniform Fire Prevention and Building Code
Upon the application of Mark Schwartz,filed pursuant to 19 NYCRR 1205 on April 16,2014 and upon all
other papers in this matter, the Department makes the following determination:
NAT RE OF f3lgM_ANPE AND RELIEF'SOUGHT
The petition pertains to alterations to an existing one family dwelling, one story in height;Type VB
construction, approximately 1,650 square feet in gross floor area located at 750 Monsell Lane, Cutchogue, Town of
Southold,County of Suffolk,State of New York,
The petitioner is seeking relief from:
19 NYCRR 1220, The Residential Code of New York State(2010),Section AJ601.3 exception 1,which
requires that, ,space created in basements may have a ceiling that projects to within 6 feet 8 inches of the finished
floor,and allows beams, girders, ducts or other obstructions to project 10 within 6 feet 4 inches of the finished floor.
[The petitioner requests to relief to permit habitable space within a basement with a girder that projects to within 6
feet above the finished floor and soffits that project to within 6 feet 2 inches of the finished floor.]
19 NYCRR 1220, The Residential Code of New York State(2010),Section AJ601.3 exception 4,which
requires that ,. that headroom height on existing stairs being altered shall not be reduced below the existing
stairway finished headroom[The Petitioner requests relief to allow the headroom over the last(bottom)riser to be
slightly less than the existing headroom.]
FINDINGS OF FACT
1. Two bedrooms and a bathroom have been constructed within the basement of the subject building,
The Ceiling height is compliant but the main girder projects to within only 6 feet 0 inches of the
finished floor and there are soffits that project to within 6 feet 2 inches of the finished floor.
wWW-005.NY.GOv E•MAIL:INFO®DOSMY.GOV
Petition No 2014-0224
Page 3
contrasting paint These alternatives will ensure the achievement of the Code's intended objective,such
Mat granting a variance would not substantially adversely affect the Code's prnovmions for healthy,safety
and security.
DETERMINATION
WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220,Section
AJ601.3 exception 1 &exception 4,to permit habitable space within a basement with a dropped girder that projects
to within 6 feet above the finished floor,soffits that project to within 6 feet 2 inches"of the finished floor and reduced
headroom over the lowest stair riser; be and hereby PROPOSED TO BE GRANTED with the following conditions:
1. That an emergency escape and rescue openings,complying with Section R310 Of the ResiderdW Code of
New'York State,be provided in the basement
2. That hard wired interconnected smoke alarms be installed In the basement which will be connected to the
remainder of the home which will be equipped with smoke alarms throughout in compliance with Section R317,
of the ResidariW Code of New York States.
3. That contrasting paint be applied to the dropped girder,soffits and area above the lowest stair riser to call
attention to the areas of lower headroom_
4. That to basement will not be used as a second dwelling unit
5. That the all erations will be compliant with all other applicable provisions of the Residential Code of New York
State.
IM S19 ri RR. l ' a
� Il M6L AK XkMn f'
This decision is limited to the specific building and application before it as contained within the petition,and
should not be interpreted to give implied approval of any general plans or specifications presented in support of this
application.
Ronald E.Piestw,ALA, Dior
Division of Building Star>dabs and Codes.
DATE-J/oU/tV/
RAS:sg
10/16/2014 15:47 6319524911 PAGE 03/04
Petition No. 2014-0489
Page 2
2, The Petitioner has proposed to provide an emergency escape and rescue opening,complying with
Section R310 of the Residential Code of New York Stale in each of the basement bedrooms in the
form of a door that opens directly to grade and a window
3. The basement floor is of concrete construction and the first floor is constructed with conventional
wood floor joists.
4. The petitioner has proposed the installation of hard wired Interconnected smoke alarms in the
basement which will be connected to the remainder of the home which will be equipped with smoke
alarms throughout in compliance with Section R313 of the Residential Code of New York State.
This alternative will ensure the achievement of the Code's intended objective by providing ample
warning to permit the occupants to evacuate the premises in the event of a fire.
5. The Petitioner has proposed to apply contrasting paint to the dropped girder and soffits to call
attention to the areas of lower headroom
6. The Petitioner proposes that the basement will not be used as a second dwelling unit,
7 In finishing the basement ceiling, the headroom over the bottom stair riser was reduced slightly.At
this time the headroom is 6 feet 2 inches. Had the ceiling remained unfinished the headroom would
have been less than 1 inch higher and would not have required a variance from the Code.
8, The Petitioner proposes to apply contrasting paint on the area to call attention to the reduced
headroom.
9, The subject space is in a one family dwelling, used by individuals who are accustomed to their
surroundings and the height of the dropped girder should not have a substantial negative effect on
their health or life safety.
10. The Petitioner proposes that the alterations will be compliant with all other applicable provisions of
the Residential Code of New York Stale.
11. The local code enforcement official has been consulted in this matter and does not object to the
granling of a routine variance under the provisions of 19 NYCRR 1205.6.
CONCLUSIQN5 OF LAW
Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be
unnecessary in light of alternatives which are the installation of smoke alarms and the application
Town of Southold Annex 10/24/2014
P.O.Box 1179
54375 Main Road
' 4V Southold,New York 11971
CERTIFICATE E F OCCUPANCY
No: 37234 Date: 10/24/2014
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 750 Monsell Ln,Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-8-22.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this of5ced dated
7/2/2014 pursuant to which Building Permit No. 39276 dated 10/16/2014
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built'"finished basement with half bath in an existing one family dwelling as applied for New York State Petitiori.
#2014-0224.
The certificate is issued to Butler,Dale&Butler,Holly
(OWNER) - ._ ....... . .
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39276 10/23/2014
PLUMBERS CERTIFICATION DATED
........ _: ::
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SCOPE OF SUBMITTAL:
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THESE PLANS ARE NOT A CERTIFICATION
OF EXISTING AS-BUILT STRUCTURE COMPONENTS.
CERTAIN COMPONENTS OF STRUCTURE COULD NOT BE �1*
EXAMINED THROUGH A ONE TIME VISUAL INSPECTION.
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GENERAL NOTE5 CONCRETE
FINISH NOTES 17
L ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE I. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENT5 OF THE 4. BEAM CONNECTIONS 5HALL BE DE516NED TO WITHSTAND ONE-HALF THE 1. PAINTING OR INTERIOR FIN15H1N6 5HALL NOT BE DONE UNDER CONDITIONS
LOCAL BUILDING DEPARTMENT AND THE N.r5. RE5IDENTIAL CONSTRUCTION AMERICAN CONCRETE INSTITUTE A.G.I. 3/6 LATE5T EDITION. MAXIhAIM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5U6H WORK.
CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORMS WITH 5TRIGT 5PAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWINGS, WORKMAN5HIP,WHICH 15 JJD6E9 LE55 THAN FIR5T QUALITY BY THE
A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTBNTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATlON5 WHICHEVER 15 GREATER. ARCHITECT,WILL BE REXC7ED
ACCORDANCE WITH ALL 5TATE AND/OR LOCAL CODES 3. CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATE5T
2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER5 IN5PEGTED AND 5. WELDING SHALL BE IN ACCORDANCE WITH AWS SPEGIFIGATIONS U5/NG 2 SUBMIT COLORS TO THE ARCHITECT, FOR APPROVAL.
A.G.I. SPEGIFIGATION. E70 XX ELECTRODES.
APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. 4 ALL 7EMPERA7URE REINFORClN5 5HALL BE 5UFFICIEN7LY EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PE61FIED FIN15H. TAPE AND 5AN9
3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL 5ERVICE AND PARCEL DEVELOP RILL STRENGTH IN ALL CONCRETE WALL5 AND 5LAB5. 6. ALL BOLT5 5HALL BE A5TM A-325N AND 5HALL BE INSTALLED TO A 5MI6 5MO07H 6YP5bM BOARD TO RECEIVE THE 5PE61FIED FINISH. PAINT GRADE
750 MO ELL LA/lE FOR ADEQUACY IN PROVIDING NEW ELEGTRIGAL 1N5TALLATION5 A5 5. PROVIDE ADEQUATE TIE5 FOR ALL STEEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN A15C 5PECIF16ATION5. WOODWORK 5HALL BE HAND SANDED BETAEEN COA75 AND DU5TE9 GLEAN.
SHOWN ON THE PLAN5. UPGRADE, 5ERVICE, METER AND PANEL A5 MAY PIERS, AND WALL5, REINFORCED TO BE HELD AT CORRECT D15TAN6E FROM ALL7 ALL WELDERS 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING �C , P PITCH POGKET5 OR SAPPY PORTION5 5HALL BE 5GRAPED AND
BE REQUIRED. FORMS AND EARTH BY STEEL CHAIRS OR TIES CERTIFICAT10N5 ARE ACCEPTABLE: NEW YORK 5TA7E, NEW YORK CITY
4. ALL PLUMBING WORK TO BE IN 57R16T ACCORDANCE WITH N.Y.S. CODE 6. FOLLOW C.R5.1. RULE5 FOR PLACING ALL REINFORCING STEEL AND DEFT. OF BI&DING5, OR TE5TIN5 LABORATORY CERTIFICATION TO THE AW5 4. FILL CRACKS, HOLE5, IMPERFECTIONS IN EX15TIN6 WALL5, PARTITION5, OR
AND ALL APPLICABLE LOCAL RE5UL.ATICN5• ACCE550R1E5. CODE. GYF5/IM BOARD HITH PATCHING PLASTER AND 5MO07H OFF To MATCH
TOW/1 oryoUTHOLP5. CONTRACTOR TO EFFECT AND MAINTAIN IN5URAN6E, I.E. CONTRACTORS 7. CONTRACTOR 5HALL SUBMIT CONCRETE MIX REPORT WITH PAINTING ADJOINING 5URFiACE5 OR LAMINATE WITH I LAYER OF 1/2"GYPSUM BOARD
LIABILITY,WORKMANS COMPENSATION, COMPLETED OPERATIONS,ETC.
GOMPRE55ION TE5T RE5ULT5 TO EN6/NEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,A5 PER ARCHITECTS INSPECTION.ADEQUATE FOR THE PURP05E5 OF TH15 PROJECT AND FURN15H PROOF OF STARTING FOUNDATION GON57Rl/GTION. 1. ALL 5TEEL AFTER FABRICATION 5HALL BE THOROUGHLY GLEANED OF RUST, 5. WIPE NEW 6YP-5"BOARD 5URFAGE5 WITH A DAMP CLOTH.MIST PRIOR TO
SAME TO THE OWNER PRIOR TO COMMENCING W/THWOR< 6. REPRESENTATIVE TEST CYL1X9ER5 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL SCALE,AND OTHER FOREIGN MATTER. AFTER GLEAN/NC,, APPLICATION OF THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WHICH MAY
6. EACH SUBCONTRACTOR 5HALL SUBMIT A COPY OF H151N5URANGE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5FE61FICATION5. STEEL 5URFA6E5 5HALL BE SHOP-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN SANDING PROGE55.
LWAXI/N6
® L665NAP
AB5REVIATION5
G01/ERA6E(WORKMANS COMPENSATION, LIABILITY,DISABILITY) TO TESTING 5HALL BE PERFORMED AT 7 AND 28 DAYS. PRIMER, AND ONE GOAT COLOR TO BE SELECTED BY OWNER PAINT GOATS
5HALL THE OWNER PRIOR TO COMMEND/N6 WORK. EACH SUBCONTRACTOR 5HALL 9. ALL ME5H 5HALL BE 5PLICED 50 THAT THE OVERLAP BEThI OUTERM05T 9JRF BE FULL WETTING,APPLIED 7HORG, Rt Y AND EVENLY TO THE 6. UPON COMPLETION/ 5h D, OR
WORK, REMOVE ALL PAINT FROM WHERE/T
SUBMIT LIEN RELEA5E5 PRIOR TO REQUESTING FINAL PAYMENT. CRO55 WIRE5 OF EACH SHEET 15 NOT LE55 THAN THE 5PACIN6 OF THE SiIRFAGES,AND FREE FROM SPRAY DUST, RUNS OR SAGS. HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED ADJACENT
SURFACES.
A. AREA QTY. QUANTITY 7. CONTRACTOR 5HALL AT ALL TIME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 PLUS TWO IN6HE5, UNLESS OTHERW/5E 5HOM ON THE 2 PRIMER 5HALL BE RU5T-0 LEUM/069 RV5T-INHIBITING PRIMER OR
5 YMBOL DE56R/PT/ON 5 YKMBOL DE56R/PT/ON A.B. ANCHOR BOLT RAD RADIV5 THE OWNER 5 INCONVENIENCE,AND 5HALL DO 50/N A WORKMAN-LIKE DRAWING. 7 EXAMINE FIN15H SURFAGE5 AFTER COMPLETION OF WORK INCLUDING
A.G.I. AMERIGAN R.D. ROOF DRAIN APPROVED EQUIVALENT. SECOND COAT 5HALL BE RUST,o-LEUM lobo, OR
MILLWORK INSTALLATION AND PROCEED W/TH "TOUCHUP"AS REQUIRED.
REINF REINFORCING
CONCRETE MANNER APPROVED EQUIVALENT.
REGPT. RECEPTACLE lO. ALL FOUNDATIONS 5HALL BE CAST ON UNDISTURBED OR CONTROLLED
INSTITUTE 6. ALL 5ALVA6EABLE MA7E2/AL5 AND EQUIPMENT INCLUDING FIXTURE5, COMPACTED 501L HAVING A MINIMUM BEARING CAPACITY OF TWO(2) TON5 6. PROVIDE AR6H17FCT WITH A MINIMUM OF(3)8 X IO BRU5H-OVT5 OF EACH
A.D.A.. AMERICANS WITH
FL/RNISHlNG5 AND DECOR 17Fh15 5HALL BE STORED AND PROTECTED FROM 3. AFTER ERECTION, TOl/GH UP ALL FIELD GONNEGTlONS AND ABRADED COLOR AND FINISH FOR ARCHITECTS APPROVAL A
Dl5AB/LITIE5 ACT DN. DOWN PER 56UARE FOOT UNLESS OTHERN15E NOTED(5b0-ECT TO FIELD 5URFACE5 WITH 5AME TYPE OF MATERIAL U5ED FOR 5HOP COATING. T LEA5T 2 WEEK5 PRIOR
SECTION TAO- 5EE DR. DOOR DAMAGE UNTIL THE OWNER DETERMINER THE COURSE of ACTION TO BE
X o ELEVATION TAO- ADH. ADHESIVE INSPECTION AND VERIFICATION BY CONTRACTOR) TO 51TE APPLICATION. ON-5ITE APPLICAT10N5 5HALL BE REQUIRED ONE
DING. A5 NOTED X A.F.F. ABOVE DTL. DETAIL TAKEN Wl7N 5AME.
X-X 5EE DWG. A5 NOTED ABlSV ED FLOOR DWG. DRAW/N6 WOOD PEEK PRIOR TO FINAL APPROVAL. ARCHITECT RE5ERVE5 THE R16HT TO
q PROTECT AND MAINTAIN EX15TIN6 UTILITY LINE5 WHICH ARE TO
AL r. ALTERNATE OWLS. DOl�ELS ll. MAXIMUM STEP OF FOOTINGS 5HALL BE ONE VERTICALLY To rW0 AD.A)Sr ANY DOLOR/FINISH ONCE THE WALL TEST HA5 BEEN MADE.
EA. EACH REMAIN IN SERVICE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATlON5 GHAN6E. I. ALL LUMBER 5HALL BE DOV6LA5 FIR LARCH NO. 2,FB = 675 P51, FV= 95 AL./ALUM. ALUMINUM ELF.5. EXTERIOR THESE LINES UNLE55 OTHERW/5E NOTED, ALL EXISTING Ur1LITIE5 5HALL BE P51, E= 000,000 P5/, MAXIMUM M015TURE CONTENT<19;�. 9 FlNlSH UNDERSIDE OF SOFFITS(WHERE THEY OGGUIZ) TO MATCH ADJACENT
ANOD ANODIZED INSULATION ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE I2. ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING VERTICAL FINISH, UO.N.
A.M5.1. AMERICAN FIN15H 5Y57EM CONSTRUCTION TO MAINTAIN SAFETY AND STABILITY. BA6KFILLIN5 5HALL 2. ALL 5TUD LUMBER 5HALL BE 00U6LA5 FIR LARCH STUD GRADE, FB = 675 l0 INBTALL ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE
X TAG- 5EL'=DWG. FIN15H TAO- 5EE FIN15H NATIONAL ELEG✓ ELECTRIC/-AL GOVERNMENTAL AUTHORITIE5 AND UTILITY COMPANIE5 HAYING_VRI50I6TION
NOT BE PERMITTED UNTIL CONCRETE H45 ACHIEVED 90;�OF THE SPECIFIED P5/, F1/= 95 PSI,E_ 1,400,000 P51,MAXIMUM MOISTURE CONTENT�19�.
X-X LEGEND $ CEILIN5 FIN. 5TANDARD5 ELECT. 50 A5 TO GUARANTEE A COMPLETE INSTALLATION.
X-X A5 NOTE,D INSTITUTE ELEV/EL. ELEVATION DE5/6N 5TREN67H. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL
LEGEND APPROX. APPROXIMATE ll. CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX15TIN6 3. ALL WOOD GON57Rl.IGT10N 5HALL GOMPLYWITN THE NA TIONAL DESIGN
WORK COVERINGS AND CARPET
END. ENGINEERED
ARCH. ARCH17ECTI ADJACENT TO H15 WORK, OR DAMAGED A5 A RE5ULT OF H15 WORK. l3. ALL CONCRETE 5HALL ATTAIN A MIN/MUM 5TREN6TH OF 5,000 P51®26 5PECIF16ATION FOR HOOD CON577WTION,LATE5T EDITION.
4RAL EQ. EQUAL WHERE EXISTING MATERIALS ARE TO BE MATCHED, CARE l5 TO BE DAYS FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXP05ED TO ll. MODIFY EX15TIN6 FLOOR 5URFA6E5, TO RECEIVE NEW FLOORING MA7ERIAL5
PLUMBING AV6. AVERAGE EQUIP. EQUIPMENT TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TO 11EATHER 5HALL BE CCA TREATED IN TO PREVENT NOTICEABLE LUMP5 AND DEPRE551ON5.
B.O. BOTTOM OF ETC. ETCETERA CONTOURS ACCORDANCE WITH AFPA 57ANDARE)a 12. PARTITIONS AND MILLWORK TO RECEIVE 5TRAI&HT RESILIENT BA5E OR
ELEVA TION X_X A66E550RIE5 TAG- BD BOARD EXI5T. EXl5TIN6 14. ALL CONCRETE REINFORCING STEEL 5HALL BE IN ACCORDANCE WITH A5TM
BLD6. BU/LD/N6 12. BEFORE 5UBM/TT/N6 ANY PROPOSAL, /T 5HALL BE THE RE5PON5/B/L/TY CARPET, COVE RE5/L/ENT BA5E A T RE5/L/ENT FLOOR/NC,. V.O.N.
BENCHMARK 5EE AGGE55ORIE5 EXP EXPOSED OF THE CONTRACTOR TO FAMILIARIZE H/M5ELF WITH ALL EXl5TIN6 A�615 GRADE 60 DEFORMED BARS. 5. ALL HOOD GONNEGTOR5 5HALL BE BY "5/MP5ON.' "7EC0 I' OR
B.FP. BACK FLOW EXT. EXTERIOR APPROVED EQUAL. 13. STAINED AND PAINTED SURFACES 5HALL BE F1N15HED SUCH THAT JOINTS
LEGEND PREVENTORONDITIONS MA TO BE MATCHED WORKING 5PAGE AVAILABLE
F.D. FLOOR DRAIN � � , l5. WELDED HIRE MESH 5HALL BE IN ACCORDANCE W/7N A5TM A-185 ARE NOT Vl5/BLE WHEN VIEI�D FROM ANY REASONABLE ANGLE:
BLK. BLACK FDN. FOUNDATION 5AFETY PRECAUTIONS, ETC. REQUIRED FOR THE 5AFE AND EXPE9ITIOU5 b. MEMBER5 DE5I6NATED A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR
BLKG. BLOCKING FIN. FIN15H EXECUTION OF 7H/5 CONTRACT. FAILURE TO DO 50 WILL NOT BE 16. ALL 57RUGTURAL MEMBERS 5HALL BE POURED FOR THEIR DILL DEPTH5 IN "LVL"5HALL BE MANUFACTURED IN ACGORDANGEWITH 5PECIFI6ATION5 BY 14. HALL COVERING 5EAM5 5HALL NOT OCCUR WITHIN l"-O"OF CORNER5.
EXTERIOR FIN15H TAG- BRO. BEARING FIXT. FIX77 RE 6AL15E FOR EXTRA C05T5 TO THE OWNER OR OWNER5 REPRE5ENTATIVE5. ONE OPERATION. CONSTRUCTION JOINT5 5UGH A5 A DAY5 POUR JOINT5
ROOM ROOM NGMBER BTM. BOTTOM FLR. FLOOR LCU151ANA PACIFIC CORP. NO 5UB5T17UTE5 5HALL BE PERMITTED WITHOUT APPLY FABRIC,50 WALL 15 DIVIDED WITH A M/N/MUM NUMBER OF 5EAM5,
Fxl SEE EXT. MATERIAL CONTACT THE ARCH/TEGT IMMEDIATELY IF FIELD GONDITIONB ARE 5HALL BE LOCATED IN THE MIDDLE OF THE 5PAN MAIN REINFORCING TO
BTN. BETWEEN FRZ. FREEZER THE ENGINEER5 APPROVAL. DE51GN 5TRE55E5 ARE A5 FOLLOWS: FB = AND WITH EQUAL WIDTH PANELS, U.O.N.
XXX TAO FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROGEFDlN6 RUN THROI,UH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE
LEGEND/SITE GAB. CABINET FT FEET/FOOT 2,950P51, FV= 29OP5/,E= 2,000.00OP51
G.G.F. COMPACTED FT5. FOOTING WITH WORK AFFECTED BY SAME: A66REGA7E FOR CHEMICAL BOND. 15. LOCATE INTER5EGT10N5 OF DIFFERENT FLOOR FIN15H MA7ERIAL5 DIRECTLY
6A. GA6E/6UA6E
GRANULAR FILL l3. CONTRACTOR 5HALL VERIFY ALL DIMENSIONS PRIOR TO 7. TTlE ARCH/TEGT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS,U.O.N.
GAL. GALLON 17. NO HORIZONTAL JOINT5 5HALL BE PLACED IN WALL5 EXCEPT A5 SHOWN ON
G.J. GQN7ROL JOINT FABRICATION. VERIFICATION OF LOADS AND BEAM SIZES W/TN MFR. PRIOR TO ORDERING
GALV. GALVANIZED THE DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. 16. SUBMIT CARPET SEAMING PLAN(FOR BROADLOOM) TO ARCHITECT PRIOR TO
DOOR TA6- PROP05ED WALL5 C.L. CENTER LINE G.G. GENERAL 14. 915CREPAN6IE5,ERROR5, OMISSIONS,ETC., IN ANYPORTION OF THE AND MANUFACTURE NOTIFY ARCHITECT OF ANY DlSCREPANGlES, IN WRITING,
GLG. CEILING CONTRACTOR SHOULD THERE BE A PROBLEM. ORDERING AND AT LEA5T(4)A EEK5 PRIOR TO INSTALLATION FOR
SGHEDUL,E � REFER TO FLOOR GLGS. CLOSET GD. GRADE DRAW/NG5 WH/GH ARE AT VARIANCE WITH THE LAW ORDINANCES, RULE5 /6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL ,
O OR REGULATIONS,BEARING ON THE CONDUCT OF ME WORK 5HALL BE BE NO MORE THAN THO CON5ECUTIVE COLUMN DIM. OR 60 FEET. ARCHITECT5 REVIEW AND APPROVAL.
DOOR 54HD. PLAN5 FOR 5IZE aR. CLEAR GL. GLA55 6. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR COORDINATING ALL
COL. COLUMN GYP. GYPSUM REPORTED PROMPTLY TO THE ARCHITECT. REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING l7. METAL DOOR5, CONVECTOR COVER5, FRAMES AND WALL5 A5 5PE61FIED,
CONC. CONCRETE H.G. HANDICAP l9. CONCRETE CONTRACTOR TO BE RE5PON5IBLE FOR SETTING ALL ANCHOR
I5. IF CONDITIONS ENGOUN7FRED DURING GON51RGfGT/ON DIFFER TO RECEIVE A PAINT FINISH 5HALL BE PAINTED AS FOLLOWS:
PROPOSED DOOR COND. CONDUIT AGGE55/BLE
BOLT5 AND LEVELING PLATES.
WINDOW TAG- CONN. CONNECTION H.G. HOLLOW GORE FROM WHAT 15 5HOWN ON DRAW/N55, THE ENGINEER 5HALL BE q, REFER TO DRAWING G5 2 FOR DESIGN LOADS. GYPSUM
REFER TO FLOOR CON5T. CONSTRUCTION HD. HIGH DENSITY NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PR06RE55 UNTIL 20. PROVIDE CONTINGOU5 2x6 TREATED 5ILL PLATE OVER TERMITE 5HIaD
O 5CHEDUL.E HDR. HEADER ALL PROBLEMS ARE RE50LVED TO THE 5AT15FACTION OF THE " ' " ' " /0. ALL CONGEALED 5PAGE5 /N WOOD FRAMING 5HALL BE FIRE576FFED WITH FIRST GOAT LATEX PRIMER
PLAN5 AND SGHED. GONr. GONT/N(XJUS HDW HARDWARE T/ED INTO FOUNDA T/ON WALLS W/TH 5/6 ANCHOR BOL T5 3-O o.c. (/-0 SECOND GOAT LATEX EGGSHELL
DOOR 54HD. CONTR. CONTRACTOR HDWD HARDWOOD ENGINEER. MAX FROM ALL CORNERS)WITH lO"m/n EMBEDMENT. PROVIDE 5ILL WOOD BLOCKING ACCURA7EL Y FITTED TO FILL THE OPENING AND ARRANGED THIRD COAT LATEX EGGSHELL
FOR 5IZE G.T. CERAMIC TILE H.M. HOLLOW META� 16. ALL 5UBCONTRACTOR5 5HALL BE RE5PON5/BLE FOP, FILING AND 5EALER AND GROUT 5ILL PLATE TO WALL. TO PREVENT PRAF75 FROM MOVING FROM ONE 5PAGE TO ANOTHER. METAL DOOR5 FRAMES• $ CONVECTORS:
PROP03ED G.5I. CONSTRUCTION GON7RAGTO'R 5)
5PECIF16ATION HT. HEIGHT OBTAINING APPROVALS FOR THEIR WORK WHICH MAC'BE REQUIRED. 21 FLOOR SLABS ON GRADE TO BE 4"POURED CONCRETE W17H 6x6/1.4X1.4 GA. H. PROVIDE BRIDGING 6'-0"o.c. MAX(SOLID OR CRO55 BRIDGING). FIR5T GOAT LATEX METAL PRIMER
Q REVI5ION TAG �� FIXTURE-5 FORINSTITUTE RVA.C. HEATING, l7. ALL SUBCONTRACTORS 5HALL PROVIDE ALL BQUIPMENT, TOOL5, FEN6E5, HIRE /NFORGING AND STEEL TRO{1EL FlN/SH PROVIDE l/2" 5E6OND COAT LATEX 5E4I OL055 ENAMEL
Cu CUBIC VENTILATION, AIR TRANSPORTATION, SAFEGUARDS,ETC.,A5 REQUIRED FOR 774E PROPER THIRD GOAT LATEX 5E4I 6LO55 ENAMEL
FUTURE CONDITIONING PREMOULDER EXPAN51ON JOINTING AT FLOOR SLAB AND FOUNDATION 12. NOT6HE5 OR HOLE5 FOR PIPING ETC. IN 5TRUGTURAL FRAMING MEMBERS
DBL. DOUBLE EXECUTION OF THEIR WORK.
DEG. DEGREES L6. 150LA7E9 GROUND /6. ANY DEVIATION5 FROM THE AR6H(7EGT5 DRAW1N5-5 MUST BE SUBMITTED WALL. PROVIDE 2"(R-l0 min)RI6/D 1N5VLAT10N 2'-0"EACH WAY ttOR 5HALL NOT BE PERMITTED. l6. PAINT 5HALL BE LATEX- INTERIOR FIN15HE5 TO COMPLYW/TH LOCAL
COMBO CARBON MONOXIDE DIA. DIAMETER IN5HE5 TO THE ARCHITECT IN WRITING FOR APPROVAL. HEATED 5PACE5) BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR CORRIDOR5
SMOKE DETEC TOR DIM. DIMEN5/ON /NGL. /NGLUDE/ED /3 DOUBLE J0/5r5 UNDER ALL PART/TION5 RUNN/N6 PARALLEL WITH THE JO/5T5. AND ROOM5.
5MOKE DETECTOR 5HALL BE 5HALL BE HARDWIRED IN51L. INSULATION INFO. INFORMATION Iq EACH CONTRACTOR AND 5U5G0N7RAGTOR 5HALL BE RE5PON5/BLE FOR 22. ALL 5LAB5 ON GRADE 5HALL HAVE THI6KEN/N65, DEPRE551ON5,
HARDWIRED To CENTRAL 5° INT. INTERIOR IN57L. IN5TALLATION/ MAINTAINING 5AFETY ON THE JOB 517E DURING THE 6ON57RZTION OPENINGS,ETC., A5 REQUIRED OR A5 5HOWN HEREIN OR ON /4 ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE I9. INTERIOR FIN15HE5 5HALL BE CLASSIFIED IN ACCORDANCE WITH 5URFA6E
cD,sv TO CENTRAL 5Y57EM J-BOX XNGT/ON BOX /N57ALLE9 PHA5E TO COMPLY W/TH THE RE6ULAT/ON5 AND REQ)/REMENT5 OF THE ARCH/TEGTURAL DRAW/N55 HEADERS AND TR/I'- E , FULLY JOINED W/TH STEEL BR/DGE5 OR "TEGOS". FLAME RAT/NG5 ALL F/N/5HE5 /N THE PROP05E9 AREA TO BE INTER/OR
5Y5TEM WI TH BATTERY WITH BA TTERY BACKUP J5T. J015T REQD REQUIRED OCCUPATIONAL 5AFETY AND HEALTH ADM1N157RATION. TH15 5HALL FINISH GLA55 B. FIN/5HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING
JT. JOINT RM. ROOM 23. PROVIDE POCKETS IN WALL FOR COLUMNS,BEAM5 AND SLABS. 15. TO ELIMINATE THE HAZARD OF MOISTURE CoNDEN5ATioN IN GOLD PEA THER, OF 26 TO 75 5MOKE DEVELOPED RATING OF GLA55 B.
BACKUP INCLUDE BUT ARE NOT LlM/TED TO: PROVIDING ALL NECESSARY
R.O. ROUGH OPEN/NC, TEMPORARY 5UPPORT5 AND BRACING A5 MAY BE REQU/RED PRIOR TO
/N SUPPLIER MlN/M1lM BEARING ON WALLS OR BEAM5: 4 FOR SLABS, 8 FOR BEAM5,
/��/ /� Llt5T
LAM. LAMINATE R.T.U. ROOF TOP UNIT U.O.N. AND TO PERMIT THE ESCAPE R HEAT IN HOT WEATHER VENTILATION OF
�/ � /� LAV. LAVATORY SAN. SANITARY THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS, AS WELL AS ATTIC AND CRAWL SPACES l5 REQUIRED. BLOCKING AND BRIDGING 5/IOULD 20. ATTACHMENT AND ADHESIVES FOR INTERIOR LOCATIONS, WHICH WILL
,IPIRALB5. POUNDS 5C. 50LID GORE ADEQUATE AND PROPER BARR16AL?E5, RAILINGS,L16HT1NG, STAIR5, ETC. 24. TOP ELEVATION OF SLABS 5HALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR PRODUCE PROPLACT5 MORE TOXIC THAN TH05E GIVEN OFF BY WOOD OR
ARC,HI TBG TURf�L: L.F LINEAL FOOT 54H9. SCHEDULE REQUIRED TO PR0755T THE hORKMAN, OWNERS PEF60NNEL AND MA7FRIAL. 5EE ARCHITECTURAL DRAWINGS PAPER WHEN DEGOMP051N5 OR BURN/N6 WILL BE RE.ECTFD.
L.P. LOW POINT 5EGT. SECTION 07HER5 FROM IN M), DUE TO CON5TRIIGTIONWORK PROVIDE FREE I6. ALL CATHEDRAL CEILINC75 5HALL HAVE CONTIMIOU5 VENTILATION FROM .
G5-I00 - GENERAL N07E5, LEGENDS, DRA N/NO L 15T $ABBRBVIA T/DNS MA7L. MATERIAL 5.F 5QUARE FEET AND 5AFE F455A&E FOR PERSONS TO AND FROM AREA5 AND 25. IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2" "X 4 KEY MIN. AND 24 EAVE5 TO RID6E 5IZE IN5ULATION ACCOROINGL r PROVIDE 3/4"d/a. VENT 2/ ALL lVEhl OR MODIFIED GONSTRUGTION 5HALL BE FINISHED AB PER OWNERS'
MAX. MAXIMUM 5HT. 5HEET FACILITIE5 WHICH ARE TO REMAIN. BAR DIAMETER LAP(lb MIN)OF REINFOIRClN6, EXCEPT FOR 5LAB5 ON HOLES A5 NEEDED THRU 5KYLl6HT FRAMING TO MAINTAIN CONTINUOV5 SELECTIONS /N AC,GORDANGE WITH MANUFACTURERS PUBLISHED
Ci5-l0/ - CCVE COMPLIANCE NOTE5 $ DBTAIL5 MECH. MECHANICAL 5/M. 51MIL.AR 6RADF VENTILATION. 5PECIF16ATION5.
MFG. MANUFACTURER 5M. SMALL 20. FIGURED D/MEN5/ON5 5HALL GOVERN 5MALL 56ALE DRAWINGS WHERE
PP-l00 - PROPOSED PLOT PLAN MIN. MINIMUM 5PEG5 5FECIFIGATION5 DIMEN51ON5 ARE E57ABLI5HED BY CONDITION5. 1FEXl5TIN6,EACH 26. SLAB ON GRADE SHALL BE PGl1RED IN STRIPS. GONSTR!/GTION OR CONTROL
A-100 - PROP05FD CELLAR $ F/R5T FLOOR REMOVAL PLAN M/5C. M15GELLANEOV5 50. 5QUARE CONTRACTOR 5HALL MEA5URE EX/5T/N6 60N9/T10h6 PR/OR TO ORDER/N6 JOINT5 5HALL HAVE A MAX/MUM 5PA6/N6 OF 30'-0"/N EITHER D/REGT/ON. /7. DOUBLE J9/53 UNDER ENT/RE BATHROOM AREA UNLE55 OTHER 115E NOTED.
MM. MILLIMETER 5Q FT 5QUARE FEET MAXII-W AREA OF POUR 5HALL BE 2700 50 FT.
A-101 - PROP05FD CELLAR FLOOR PLAN M.R. M0157VRE MATERIALS AND GOMMENGING WITH WORK.
RESISTANT 5.5., 5/5 STAINLESS STEEL I6. THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED STRAPS,ANGLES,
-IO2 - PROPOSED FlR5T FLOOR PLAN MTD MOUNTED 57D STANDARD 21. GENERAL CONTRACTOR AND HI5 SUBS ARE RE5PON5/BLE FOR ALL LAY- 27. ALL HALL AND PIER FOOTIN65 5HALL BE MINIMUM l2" TH16K AND PROJECT TIES, SUPPORTS, ETC. A5 MAYBE REQUIRED FOR PROTECTION OF 5TRUGTVRE
METAL 5TL. 5TEEL OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAIN/N55 A5 REQUIRED. 6 MINIMUM BEYOND ALL FA6E5 OF WALLS AND PIER5 UNLE55 OTHERH15E FROM FORGES OF NATURE. W15 IN6LUDE5: ROOF TO ROOF ROOF TO WALL5,
A-103 - PROP055D ROOF PLAN N1.6. NOT IN CONTRACT STRICT. STRUCTURE/--AL GENERAL CONTRACTOR 5HALL COORDINATE RESPECTIVE SUBCON7RA6TOR5 NOTED. WALL5 TO WALL5 AND WALL5 TO FOUNDATION. THE5E F457ENER5/T1E5
NON. NOMINAL 5UPPL. SUPPLY/-lED 50 A5 NOT TO 6A05E UNDUE HARDSHIP, DELAY AND INTERFERENCE WITH 5HALL BE A5 MFRD BY 51MP50N OR APPROVED EQUAL.
A-200 - PROP05FD FLBVA T/ON5 NOAW.. NUMBER SU5P. SU5PENDED CONDUCT OR WORK. 26. GROUT USED 5HALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND
N.S.F. NATIONAL. T/ TOP OF 5HALL ATTAIN A STRENGTH OF 4,000 P5/ IN 7 DAY5.
�-201 - PROPOSED BLBV�t T10N5 22. CONTRACTOR TO REMOVE ALL DEBRIS GREATER BY THIS WORK FROM THE lq ALL FASTENERS FOR PRESSURE TREATED LUMBER TO BE HOT GALVANIZED.
5ANITATION 7B THROUGH BOLT 517E AND D15PO5E OF IN A LEGAL MANNER ON A hEEKLY BA515 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE
- PROP055D 5BC T/ON FOUNDATION T$B TOP $ BOTTOM
N.T.5. NOT TO SCALE T$G TONGUE $ GROOVE 50ONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED
A-500 - TYPICAL DFTAIL5 D.A. OVER ALL TEMP. TEMPERED EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE TO
O.G. ON CENTER 23. AT THE COMPLETION OF WORK, THE SITE l5 TO BE CLEARED OF ALL
TYF. TYPICAL DE5Rl5 AND EX6E55 MATERIAL5. THE FACILITY 15 TO BE LEFT BROOM MANUFACTURERS 5PECIFICATION5.
OPT OPTIONAL LABORA OPENING V.L. UNDER ATORI5
OPT. GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION
OPP. OPPOBITE W. ULTRAVIOLLETET OF THE OWNER PRIOR TO RELEASE OF FINAL PAYhFNT. 5TEEL
FL. PLATE V. VOL TNOLTA&E 24. THE ARCHITECT H45 NOT BEEN RETAINED FOR ADMA75 TRA TION OF THE I. ALL 57EEL FABRICATION AND ERECTION 5HALL CONFORM TO A15C
FLMB. PLUMBING VB. VAPOR BARRIER CON57RZTION OF TH15 PROJECT. 5PE606ATION5 FOR 57RZRJRAL STEEL,LA7F5T EDITION
PLYWD. PLYWOOD V.P. VENT PIPE 25. CONTRA6TOR5 5HALL COOPERA7EWlTHALL OTHER TRADES AND WHERE SEAL _
FNL. PANEL VERT. VERTICAL 2. ALL 5TR r,7UIZAL STEEL 5HALL BE A57M A-36 EXCEPT 5TRZTURAL TUBE REVISIONS/SUBMISSIONS: DRAWING TITLE:
FR. PAIR Wl W/o IIITHIN/THOUT REQUIRED INSTALL ALL BUILT-IN WORK, 5LEEVE5, INSERTS,ETC., AS RE D A DATE: DESCRPTIOR
PREP. PREPARATIOW REQUIRED FOR A COMPLETE JOB WH/GH 5HALL BE A57M ASDO GRADE B. AND B7RUGTUR.AL PIPE WH/GH 5HALL �°�� 9c
PD. WOOD BE A5TM A50/. ��`� ��. nit 'Si oemizs Urn roa Flung
PREPARED c7 �o a,S, �. GF_/`IERAL NOTV, LEGF_/`IDJ,
P.S.F. POUNl75 PER kon.. WINDOW 26. 5EE N.r5. BUILDING GON5TR16TION CODE MANUAL FOR REQUIRED WOOD �c� ey' o �0� DRAWI/YG L I/T AND AP�P�REVIATIONf
SQUARE FOOT W.H. WATER HEATER FRAME NAILING SCHEDULE 3. ALL STRUCTURAL 5TEEL V5,E9 A5 EXTERIOR WALL LINTEL5 5HALL BE ,
P.5.1. POUND5 PER WP. WATER PROOF GALVANIZED. . #
SQUARE INCH W7-. HEIGHT -
N
PT. FART/FO1NT H.H.F. WELDED HIRE �29C8s yOP�' CAD FILE NAME:
PVMT. PAVEMENT FABRIC OF N�vJ
2094_CJ-1
N E M S C H I C K S I L V E R M AN PROJECT TITLE: DATE: NSA PROJECT #:
-I'WVT RUPIACE _
6/11/2025 20 2094
66 EAST MAIN STREET
, � - - �f
PATCHOGUE, NEWYORK 11772
-Ac SCALE: DRAWING NO.:
Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com %'`•`* ' 1:
CUTCI�OGUE, NY 11955
- - A.l/VOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
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COPYMGK 2025 NEMSCHICK SUERMAN ARCHITECTS P.C. 1 O00 97 22.1 NM
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF 50UTHOLD
TABLE 602.30) FASTENIN6 5GHEDULE TABLE 602.30) FASTENIN6 5GHEDULE EXTERIOIRIHINDOW DOOR HEADERS
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1) DESCRIPTION OF NUMBER AND TYPE SPACING AND DESCRIPTION OF NUMBER AND TYPE 15PAGIN(5 AND NAILING 5GHEDULE:
WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM ITEM BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER LOCATION RaWOPBaNSIMWF04aS FOR 104WOMOPMNS6 NOTE:
NSTOBEI-14�o6,�s�OR
GROUND DESIGN WIND ICE BARRIER AIR MEAN
5NOW 5PEEe TOPOGRAPHIC SPECIAL WIND WIND-BORNE FLOOD
FROST LINE DESIGN UNDERLAYMEhN HP1A FREEZING ANNUAL. ROOF WALL CONTINUED o "�A"�" B D e 'SHPW EL111VALENT r,5X(C.OIIID STRAP)
LOAD (MPH) EFFECTS' REGION' DEBRIS ZONE'" CATEGORY' WEATHERING b TERMITE
INJ.STRAPPING SHALL BE n+sr�PRIOR ro 5FEAnN6)
1 (2DEPTH TEMP REQUIRED INDEX TEMP 4-8d box 3-5d box 2'0• z N 2x4 I I I
SEE PLANS SEE PLANS SEE PLANS B g � 3 FT. MODERATE TO SEE PLANS SEE PLANS 15EE PLAN SEE PLANS SEE PLANS 5 Y2" x 0.11 on or 3 Y2" x 0.11 on or 4'-0' 4 N vc4 s s z
61-0' b (2)2x4 OR N 2X6 3 9 9 �
25 P5F 125 MPH BLOCKING BETWEEN CEILING JOISTS 3-Sd common 3-Sd common a o• a (a)vuORO)2YA S S s TYP.PRonDE RAPIER TO
EXAMINER EXAMINER EXAMINER HEAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I (2 Y2" "x 0.131 )• or TOE NAIL
OR RAFTERS TO TOP PLATE (2 Y2" x 0.131")• or 1&-o• Io (2)2x6 4 4 4 KING ATrAu+rtw wel
3-I Od box 3-I0d box Iro• Is 1 (2)2x6 1 5 5 5 c E ALIGN OR RAMPS AND
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x o.128"); or ►�A" B a►+ssroPum
5GHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 3-3" x o.131" nails 3 staples, I" crown I6 ALNu�oPNLLWSAreAI STUDOTEAWSIDE
4-Sd box �� �� 3 c.N>���RALL15FEiGHTDS�KRIb"57�W5T��"as De�Y r►enD�)
PER 2020 R-51DENTIAL CODE OF NEW YORK STATE TABLE R3012.12 SECTION R403.1.6 SECTION R303 20 I X 8 AND WIDER SHEATHING TO a., I /4" long FACE NAIL D•►u�OFIWKNlse�ulLeDTM�+A,DJACENTaNSSW
(2 Y2" x 0.113") or EACH BEARING Wider than I x 8 F
FASTENER 5PAGING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 3-8d common XWER EADezSrUMATEA
FASTENER 2 GEI LI NG JOISTS TO TOP PLATE PER JOIST, 4-8d box E.NUMB�t of,ucl:STUDS AT EAr,N Bo of NEA,DBz,
4 FOOT b FOOT FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 (2 Y2" x 0.131"); or TOE NAIL (2 Y2" x 0.113") or ("�DOUBLE NAILS�S)
TYPE PANEL SPAN <PANEL SPAN <PANFJ SPAN 3-1 Od box 3-8d common F.TO DO of 16D S)AT EACH SIDED O ran"APPLY T DOOM)
)
< 4 FOOT < b FOOT <_ 8 FOOT MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. (3" x 0.128"); or TO BID OF 51LL(5)AT eArel SIDE(Doa NOT APPLY TO DooRs)TLMI '�S AND TYP�"`�
#8 WOOD 5GREW BASED It'll l " INCHES INTO MASONRY AND/OR CONCRETE, 5PACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS (2 Y2" x 0.131") or SNorerrP_DErNL.LJ�T
3-3" x 0.131" Halls 3-IOd box
ANCHOR WITH 2-INCH I6 10 8 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128"); or y /N ®1 ®® 5 TRAIN Ar A IL
EMBEvMENT LENGTH INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING JOISTS NOT ATTACHED TO (3" x 0.128"); or
WOOD SCREW BASED WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 PARALLEL RAFTER, LAPS OVER 4 staples, I" crown I6
AN 9" AND PARTITIONS (SEE SECTION R802.5.2 3-I6d common
ANCHOR WITH 2-INCH I6" 12" FAGS NAIL a., 13/4" Ion SCALE=N.T.S.
EMBEDMENT LENeTH THE PLATE AS, PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 Y2" x 0.162")• or
AND TABLE R802.5.2) 4-3" x 0.131" nails FLOOR
1/4-INCH LM SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINOOW5 OF NOT LE55 4-Sd box
BAS ANCHOR WITH lb" I6" I6° THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE CEILING JOISTS ATTACHED TO PARALLEL (2 Y2" x 0.113")• or TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL
ED
2-INCH Ei•1BEDMENT LENGTH OPENABLE. RAFTER (HEEL JOINT), (5EE SECTION
A V15 TABLE 15 BAs®oN IHO MPH ULTIMATE Dr5I61i WMD 5'UM,V.,AND A SS,-FOOT MEM ROOF HE16HT. Table R802.5.2 FAGS NAIL 3-8d common SHE THING USED TO RESIST WIND PRESSURES
B. FASTENERS SHALL BE INSTALLED AT OPP051N6 ENDS OF ne WOOD STRUCTURAL PANEL. 4 R.802.5.2 AND TABLE R802.5.2)
(2 Y2" x 0.131")• or MIN. PANEL NAIL LTI TE
FASTENERS SHALL BE LOCATED NOT LESS THAN I IWCH FROM THE EWE OF THE PANEL 21 J015T TO SILL, TOP PLATE OR TOE NAIL MINIMUM NAIL MINIMUM MAXIMUM
C. AWCHOR5 SHALL PeeTRATE TRO"THE Exr�DR WALL CoVMN6 NTH AH DIEWMENT LENGTH of NOT 4-10d box GIRDER 3-IOd box WOOD DESIGN WIND
LE55 THAN 2 INCHES INTO THE BUILDING FRAME.FASTEWER3 SHALL BE LOCATED NOT LESS THAN 2 1/2 INaff5 NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS NOMINAL WALL 5PAGING
FROM THE I�OF THE CONCRETE BLOCK OR CONCREM. COLLAR TIER TO RAFTER FACE (3" x 0.128"); or FACE NAIL (3" x 0.128"); or per- 5 'T• PANEL STUD SPEED V(MPH)
D. PANELSATTAC.HEDTOMA50NWORMA50NRY/STUCWSHALLBEATTACHEDUSINSVIBRATION-Rr515iANi PER 2020 RESIDENTIAL GORE OF NEW PORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE 5 3-I0d common 3-3 x 0.151 nails
ANCHORS HAVING AN ULTIMATE NTICRAWAL CAPACITY OF:NOT LESS THAN 1,500 Pa,Nos. SECTION MI502 OF NEW YORK STATE SECTION R310 NAIL OR I Y4" X 20 GA. RIDGE „ EACH SIZE TRATION PAS- THICKNESS SPACING Edges Field Wind Exposure
(3 x 0.148 ); or Sd box(2 x 0.113 4 TOE
STRAP TO RAFTER RAFTER SPAN
DISTRIBUTED LIVE LOADS 1. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTIC5 AND EVERY 5LEEPIN6 4-16 x ox n nails 8d common NAIL (IN.) (IN) (IN) (in.o.c (in.oc Gate o
MINIMUM UNIFORMLY 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR �� �� RATING B G D
PER 2020 RESIDENTIAL CODE IS NEW PORK STATE TABLE R3015 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE 22 BLOGKING TO SILL OR TOP (2 Y x o.131 ) or 6d common
(3 y2" x 0.135")• or ONE SIDE AND I IOd box 6 TOE 1.5 24/0 3/8 16 b 12 140 115 1101
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL 2.0"x0.113"
USE LIVE LOAD M015TURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRUSS TO PLATE (3" x 0.148"); or OPPOSITE 51DE ALSO) 3-3" x 0.131" nails Sd common 16 6 12 170 140 135
BUILDING. 4-1od box OF EACH 3-8d box „ „ 1.75 24/I6 /I6
SQ.FT. AND A GRADE FLOOR OF 5 SQ.FT.. (2.5 x0.131 )
UNINHABITABLE ATTIC5 W/O STORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL (3" x 0.128"); or RAFTER OR (2 Y2" x 0.113")• or 24 b 12 140 115 110
ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3" x 0.151" nails TRU55 2-8d common
UNINHABITABLE ATTICS WITH STORAGE 20 P5F INSTALLATION INSTRUCTIONS. FLOOR. 4-I6d 23 1" X 6" 5UBFLOOR OR LE55 TO (2 Y2' x 0.131")• or FACE NAIL
HABITABLE ATTICS AND ATTICS W/FIXED STAIR 30 P5F 4. SCREENS 3-I0d coommommo SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 33 Y2" x ) or EACH J015T 1, x box n ((33" x 0.128"); or
TERMINATION. INCHES. (3" x 0.148"); or TOE NAIL 2 staples, I" crown 16
BALCONIES (EXTERIOR) AND PECKS 40 P5F 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-10d box ga., 1 5/4" Ion
SHEET-METAL 50REW5 OR FASTENING MEANS WHICH INCHES. ROOF RAFTERS TO RIDGE VALLEY (3" x 0.128"9; or 3-I6d box
7 OR HIP RAFTERS OR ROOF RAFTER 24 2 SUBFLOOR TO JOIST OR GIRDER
GUARDS AND HANDRAILS 200 P5F EXTEND INTO THE DUCT. 5. OPENIN65 SHALL BE OPERATIONAL FROM THE INSIDE 4-3" x 0.151" nails (3 Y2" x 0.135"); or
BLIND AND ROOF SHEATHING.
GUARD IN-FILL COMPONENTS 50 P5F 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. TO MINIMUM 2" RIDGE BEAM 3-I6d box nails 2-I6d common FACE NAIL
BACKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x 0.135"); or (3 Y2" x 0.162")
7. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box AT EACH "
ROOMS OTHER THAN 5LEEPING 40 P5F �� �� 2 PLANKS (PLANK li: BEAM- �� �� 7 �/R-30 ROGKWDOL
0.0151 INGH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCL05URE WITH WELLS BEING A MINIMUM (3 Y2 x 0.162 )• or END NAIL 25 (3 Y2 x 0.135 )• or
5LEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF Q 50.FT. AND A MINIMUM HORIZONTAL 3-10d box FLOOR $ FLOOR) 2-I6d FACE NAIL INSULATION
common BEARING, COM
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 310.2.3 (3" x 0.128"); or (3%" x 0.162") TT
STAIRS 40 P5F 3-3" x 0.131" nails 3-I6d common
8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE NALL (3 y2" x 0.162")
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-10d box
LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 6 FEET IN NOTE: WIND DE516N PRESSURE FOR EXTERIOR WINDOWS, Ibd common 24" O.G. RIGID INSULATION
MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE LENGTH AND SHALL BE LISTED AND LABELED IN 6LA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 STUD TO STUD (NOT AT BRACED 10%2" x (5" x) FACE NAIL 26 BAND OR RIM JOIST TO J015T (3" x 0.13); or SPRAY FOAM DAM.
FOOT OF HORIZONTAL PROJECTION WALL PANELS) IOd box (3" x 0.128"); I6" O.G.
4-3" x 0.131" Halls END NAIL
PER 2020 RESIDENTIAL GORE OF NE:W YORK STATE TABLE R301.6 ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION R60q or 3" x 0.131" nails FACE NAIL 4-3" x 14 go. staples,
Q. TRANSITION DUCTS, SHALL NOT BE CONGEALED WITHIN I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD To 5TUO AND ABUTTING 5TU05 AT I6d box (3 Y2" x 0.135");or 12" O.G. '.fb" crown
TRIBUTARY LOADED CONSTRUCTION. 3" x 0
TO RESIST THE DESIGN WIND LOADS q SPECIFIED IN INTERSECTING .131" nails FACE NAIL 20d common GY R WALL CORNERS (AT (4" x O.Ig2"); or AS FOLLOWS: 32" SEAL TOP OF DRYWALL TO
AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER BRACED WALL PANELS) Ibd common 16" O.C.
TABLE R301.2(2) AND IS TO BE ADJUSTED FOR HEIGHT O.G. AT TOP AND TOP PLATE (WITH GREAT
ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 Y2" x 0.162") FACE NAIL SELECTED SIDING OVER "
ROOF SLOPE TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 Ibd common 16 O.G. E G BOTTOM AND STUFF DRYWALL GASKET.
EXTERIOR GRADE PLYWOOD
0 TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 10 (3/2" x o.162")BUILT UP HEADER (2" TO 2" HEADER I E06E FACE NAIL 5TA66ERED .
200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH y2" SPACER) I6d box (3 Y2' x 0.135'. 12 O.G. E GH lod box 24 O.G.FAGS NAIL AT
3 Y2° /R-15 ROGKWOOL
NOT INCLUDE THE TRANSITION DUCT. EDGE FACE NAIL (3" x 0.128'9; or TOP AND BOTTOM F/R5T FLOOR
FLAT OR R15E LE55 THAN 4'PER FT. 20 16 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3" x 0.131" nails 5TA66ERED ON GOMFORTBATT INSULATION.
(1:3) PER 2020 RESIDENTIAL CODE OF NEW PORK STATE (2 Y2" x o.113"); or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPPOSITE SIDES
INCH LUMBER LAYERS SEAL BOTTOM OF DRYWALL TO
RISE 4" PER FT. (1:3) TO LE55 I6 14 12 NOTE: GIRDER 5PAN5 FOR EXTERIOR WALLS SECTION R301.2.1.2 II CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL And: SUB-FLOOR WITH GREAT STUFF
THAN 12 " PER FT.(I:I) PER R602.7.1 (2 10 x box
(") x 2-20d common
R-25 KRAFT FACED
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 (2 Y2" box 3" x 0.128" (4" x o.lq common
or FACE NAIL AT BATT INSULATION. DRYWALL GASKET.
RISE 12 PER FT. (1:1) AND (3) 2x12 I6d common 16,11 AND A MAXIMUM SPAN OF 8 FEET SHALL BE O.G. 3-I0d box ENDS AND AT
OF '1/I6" FILL VOID ABOVE SILL
GREATE`.R 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 12 TOP PLATE TO TOP PLATE (3 y2 x 0.162 ) FACE NAIL (3 x 0.128" EACH SPLICE); or PLATE WITH CLOSED
MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 10d box (3" x 0.128"9; 12" O.G. 3-3" x 0.151" nails CELL SPRAY FOAM AT
ROOF ONLY 5-9" 6'-10" 6'-I" l'-3" 8'-6" - AND TWO - STORY BUILDINGS. PANELS SHALL BE or 3" x 0.131" nails FACE NAIL 4-I6d box RIM JOIST. (R-21 MIN)
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I STORY 4'-2" 4'-11" 4'-5" 5-'3" b'-2" PRECUT AND LABELED WITH ITS LOCATION OF USE, 8-I6d common FACE NAIL ON (3,2" x 0.I35"9• or
PER 2020 RESIDENTIAL CODE OF NE N YORK STATE TABLE R301.7 " WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 (3 Y2" x 0.162"); or EACH SIDE OF 3-I6d common AT EACH
STRUCTURAL MEMBER ALLOWABLE 2 STORIES 3'-2" 3'-1" 3'-5" 4'-0" 4-q (RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE 5PLIGE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 Y" x 0.162")
DEFLECTION NOTES: R301.2.1.2,OR SHALL BE DESIGNED TO RESIST THE (3 Y" x 0.135")• or OR RAFTERS JOIST OR II
L = SPAN LENGTH, H = SPAN HEIGHT (MINIMUM 24 4-IOd box RAFTER FACE II
I. HEADER REQUIRES 2 MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-IOd box LAP 5PLIGE (3" x 0.128"); or NAIL
RAFTERS HAVING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROVISIONS OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-✓" x 0.151" nails
5:12 WITH FINISHED CEILING NOT ATTACHED L/I80 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3" x 0.151" nails SIDE OF END 2-10d box 0' x 0.12b");or [EACH END G1eAM 5FACE
TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x(o STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-Sd common (2 �" x 0.131" TOE NAIL
INTERIOR WALL5 AND PARTITION5 11/I80 DESCRIPTION OF NUMBER AND TYPE SPACING, OF FASTENERS
NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common Ib" O.G. ITEM INTERMEDIATE
FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.162") FACE NAIL BUILDING ELEMENTS OF FASTENER EDGES (IN.) SUPPORTS (IN)
SECTION R302.6 14 JOIST, BAND J015T OR BLOCKING Ibd box 12" O.C. WOOD 5TRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
CEILINGS WITH BRITTLE FINISHES L/360 (NOT AT BRACED WALL PANELS) (3 Y" x 0.135"); or FACE NAIL FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3)
SEPARATION MATERIAL 3" x 0.151" nails
(INCLUDING PLASTER AND STUCCO) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING)
CEILINGS WITH FLEXIBLE FINISHES 3-Ibd box 3 EACH 16" O.G. bd common (2" x 0.113")
U240 BOTTOM PLATE TO JOIST, RIM (3 Y" x 0.135")• or FACE NAIL
(INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT IS JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EACH Ib" O.G. 30 3/a" -Y2" na►I (subfloor, wall) 6 12 f
8d common (2 Y2" x 0.131")
ALL OTHER STRUCTURAL MEMBERS L/240
APPLIED TO THE GARAGE SIDE (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FACE NAIL null (roof)
4-3" x 0.131" nails 4 EACH Ib" O.G. Sd common (2 Y2" x 0.131
EXTERIOR WALLS- W L/360 WIND LOADS WITH FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X G FACE NAIL 31 �32 YPSUM BOARD Iq� 11 „ nail ") 6 12..f NOTE: BUILDER GENERAL CONTRACTOR SHALL DESIGN BUILD FULL
PLASTER OR STUCCO FINISH OR EQUIVALENT 4-8d box - 1 / /
(2 Y2" x 0.113"); or (5" common HOUSE VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL
EXTERIOR WALL5- WIND LOADS WITH L/240 STRUCTURE(5) SUPPORTING FLOOR/CEILIN6 ASSEMBLIES NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR (3 x O.I48 ) nail;x 6 12 CODE OF NEW YORK STATE.
3-I6d box 32 1 y8" - 1 y4" „
OTHER BRITTLE FINISHES (3 Y2" x 0.135 )• or de common (2 Y2 x 0.131 )
USED FOR SEPARATION REQUIRED BY THIS SECTION EQUIVALENT deformed nail INOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL
EXTERIOR WALL5- W L/120 NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2" x 0.131")• or
WIND LOAD5 WITH 4-Sd common TOE NAIL OTHER WALL SHEATHING "g GONTRAGTOR TO ENGAGE IN THE 5ERVIGE5 OF A HER5 RATER TO
FLEXIBLE FINISHES
GARAGES LOCATED LE55 THAN 3 FEET FROM APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS 4-10d box 1 142" galvanized roofing PERFORM DOOR FAN TEST FOR AIR SEALING AND MECHANICAL
ALL OTHER STRUCTURAL MEMBERS L/600 A DWELLING UNIT ON THE SAME LOT THAT ARE WITHIN THI5 AREA (3" x 0.128"); or 33 Y2" STRUCTURAL nail,-''(," head diameter, 3 6 VENTILATION TO MEET THE REQUIREMENT5 OF THE RESIDENTIAL GODE
16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.151" nails GELLULO5IG FIBERBOARD or 14" staple 16 ga., or OF NEW YORK STATE.
3-I6d box SHEATHING I" crown
UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135"9• or 13/w,galvanized roofing
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE R302.1 PER 2020 RESIDENTIAL CODE OF NFJN YORK STATE R303.4 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE M1505.4.3 2-I6d common 25/i32" STRUCTURAL nail, ,(b" head diameter, 3 6
(3 Y2" x 0.162")• or END NAIL 34 GELLUL0516 FIBERBOARD or I �" staple 16 ga., or I"
ENGL05ED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box SHEATHING crown �,1 /� / SEAL/� 6 A /L
BY A DOOR OR ACCESS PANEL SHALL HAVE WALL5, UNIT 15 5 AIR CHANGES PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized roofing / y
UNDER-STAIR SURFACE AND ANY SOFFITS, PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL 3-3 x 0.131 nails nail; staple galvanized,
3-10d box 35 Y2 GYPSUM 1 Y2" long; I Y4" screws, =N.T.S.
ON THE ENCLOSED 51DE WITH I INCH W.G (50 PIN IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 x(NUMBER OF (3" x 0.128"); or SHEATHING"D type W :1 5
/2 -INCH (12.1 MM) GYPSUM BOARD. N1102.4.1.2 THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + I)] TOP PLATES LAPS AT CORNERS 2-I6d common
17 FACE NAIL 13/4" galvanized roofing
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS (3 Y2" x 0.162")•or
ACCORDANCE WITH SECTION MI505.4 3-3" x 0.151" nails 36 nail; s ople galvanized, 7 7
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 5/a" GYPSUM 1 5/e" long; 15/a" screws,
3-Sd box 5HEATHING-D type W or 5
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 (2 Y2" x 0. or
2-Sd commonmon WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
AREA TO BE 18 1" BRACE TO EACH STUD AND (2 y2" x 0.151")•or FACE NAIL 6d deformed
VENTILATION RATES PLATE 2-10d box (2" x 0.1209 nail; or 6 12
VENTILATED s/4" and less -
(3" x 0.128");or 37 8d common
KITCHENS 100 GFM INTERMITTENT OR 25 2 staples at 1 3/" (2 Y2" x 0.131") nafi SEAL: i RED A,q REVISIONS/SUBMISSIONS: DRAWING TITLE:
GFM CONTINUOUS 3-Sd box 8d common `�,� �D �, r!t c,� DATE DEscf�IPTION
BATHROOMS (2 y" x o.113") or (2 Y" x 0.131") noll• or c, _�° Aso Ob/ITQS Vj1WFORI'LOG CODr- COMPLIMCE
MEGHANIGAL EXHAUST GAPAGI 38 I _ 6 12 � Qs � �, n
TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common /e I Sd deformed * _
(2 V" x 0.131"); or (2 Y2" x 0.120") nail k �' NOT & DETAILJ
GFM CONTINUOUS Iq I" X 6" SHEATHING TO EACH FACE NAIL 'a
BEARING 2-10d box lod common
(3" x 0.128");or (3" x 0.148") nail; or NJ` N 0
6 12 N 0��� Q CAD FILE NAME:
3q 1 Ya" - I Y4" e orme � O
s ap es, crown F y
a., 13/4" Ion 2 Y" x 0.120" nail Op- NEVI
2094_C�f-101
_d7 PROJECT TITLE: DATE: NSA PROJECT
NEMSCHICK S I L V E R M A N
/1�/� R�/1l)mcE 6/11/2025 20_2094
66 EAST MAIN STREET - 750 MONJELL LA/YE
_ SCALE: DRAWING NO.:
PATCHOGUE, NEW YORK 11772
Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com CUTCHOGUE, /1Y 11935
A./'NOTED Cj. 01
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
0 COPYRGHT 2025 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 97 8
22.1 NM
i
.off
I AREA CALCULATIONS
EXISTING BASEMENT 561 5.F.
EXISTING FIRST FLOOR 1034 5.F.
EXISTING: COVERED PORCH 213 5.F.
.? EXISTING SHED 325 5.F.
NEw BASEMENT ADDITION 41q 5.F.
NEW FIRST FLOOR ADDITION 415 5.F.
II NEW WOOD STEPS 96 S.F.
01
27.0'
jp 51 TE AND ZONING DATA
ZONING REQUIREMENTS R-40 EXISTING CONDITIONS PROPOSED CONSTRUCTION
f1f�K /S.q� LOT AREA MAX 40,000 5.F. 19,334 5.F. NO CHANGE
II PRIMARY FRONT YARD SETBACK * 35D FT 45.6 FT NO CHANGE
hB1(
MIN. SIDE YARD SETBACK * IOD FT 25.5 FT NO CHANGE
DOOR COMBINED SIDE YARD SETBACK * 25.0 FT 55.0 FT 44.8 FT
REAR YARD SETBACK * 55.0 FT 12.2 FT NO CHANGE
MAXIMUM HEIGHT 55.0' FT 14'-4" FT NO CHANGE
Z�. I BUILDING AREA IM3 FT 1,121 FT
22.9'
h N MAX. LOT COVERAGE 20% IM5 FT. - 52% 2,29q - I1.11%
/9.6'
73' *NOTE: EXISTING LOT IS NON-CONFORMING, SETBACKS AS PER 280-124=
FxisriNc /Src)Rr
siNGLZ rAM/L r
2i ql
� � • 30.6' �'�
• I�
43'O' 542:3gOp;�
0 T PL A
56ALE= i° =20'
(D
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
a�D
DATE: DESORPTION:
/ (0� pN0 N'' A� yij 06/11/25 y/ueD FOR rlLI/YG
A PROPQ/T_P PLOT PLAN
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CT TITLE: DATE: NSA PROJECT #:
YT RF DICE 6/11/2025 202094
Dr./_A
66 EASTMAIN STREET — — — — 0 MO/!I LL LANE SCALE: DRAWING NO.:
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PROJECT TITLE: DATE NSA PROJECT #:
NEMSCHICK SILVERMAN
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SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
ED A DATE: DESCRIPTION:
W.ly�A �Y�� 06/11/25 VfULD rOR FILI/VG
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PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SILVERMAN
,J'Wj/T RFc/'IDF./ICE 6/11/2025 202094
66 EAST MAIN STREET — 750 MO/J/'r_LL LAIL
PATCHOGUE, NEW YORK 11772 — SCALE: DRAWING NO.:
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Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com
— — — A-f /10TED
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�COPYRIGHT 2025 NEMSCMCK SILVERMAN ARCHITECTS P.C. 1 OOO 97 H 22.1 /1M
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N E M S C H I C K S I L V E R M AN PROJECT TITLE: DATE: NSA PROJECT :
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66 EAST MAIN STREET _ - — — - -Lmmmm� — 750 MO/yELL LAAr-
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PROP05EV ADDITION EX/5T/NG CON57RUCT/ON
ARCHITECTURAL ROOF 5H/NGLE5. 5EE T.O. ROOF RIDGE BEAM
ROOF PLAN FOR ADDITIONAL INFO. ELEV.: + 12'--3%"
----------------------------------------------------------------------------------------------------------------------------------------------------------------- m
IX PAINTED PVC FA56IA BOARD5.
T.O. TOP PLATE
- ---- _ --------- --- - ELEV.: + +8'--O" O MATCH EX/5T/N67
ALUMINUM BUTTER AND LEADER5 TO I B.O. FIRE FLOOR HEADER
5PLA5H BLOCKS ON GRADE. 5EE NE / NE ly Alb EX. EX. 0. ELEV: +
ROOF PLAN, DWG A-103 FOR CI. 5 CP f5 WIN. W/N. Wl
ADDITIONAL INFO. W/ HP.\
NEW PVC WINDOW TRIM. Li
COLOR 5ELECT EP BY OWNER.
5/DING A5 5ELECTED BY OWNER(TYP)
NEW EGRE55 WINDOW WELL. B.O. 50LE PLATE
5EE 5HEET A-/0/FOR
ADDITIONAL INFO. NEW qV ELEV.: O'--O" DATUM
I BILCO N
DOOR
GRADE
I I C EN N II 14 III I I 11 II I I I j h �ii I I I _ - -
1I I I EGRE551 I I I III III I I 14 - �1
I I IIW/N III I I II II I I I I I I I I
FOOTING MAX I I i lILL__ J -i I J
SLOPE 2:l I I � _ = I I I I I I I 1-
1I I I I II II I I I T.O. CELLAR FLOOR
- J-
- - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV: + -7'- "(TO MATCHEX15T/NG)
- - - - - - - - - - - - - -- - - - -
t— — — — — — — — — — — — — — — — — — — — —— � —E — —-— —1—J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — —
/A -lo/Y
50UY /51 y 7
56ALE = 114" _ l'--O"
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
RE qqC DATE: DESCRIPTION:
oe/i/25 vjurD rOR rlunG
08/00/25 Rr-VYW PAR T.O f.� PROPOVED ELEVATIONf
FILE NAME:
2094 A-200
N E M S C H I C K S I L V E RM AN PROJECT TITLE: DATE: NSA PROJECT #:
,fWl/-F RVII)MCE 6/11/2025 202094
66 EAST MAIN STREET — — 750 MON,f ELAN Alp- L LE
PATCHOGUE, NEW YORK 11772 CUTCHOGUE, NY 11955 SCALE: DRAWING NO.:
Phone: 631 563 2130 Fax: 631 563 2139, www.nsarchitects.com �� L- - - - - Af NOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: —200
v COPYRIGHT 2025 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 97 8 22.1
EX/STING GON5TRUCT/ON PROP05ED ADDITION
ARCHITECTURAL ROOF
5H/NOLE5. 5EE ROOF PLAN
FOR ADDITIONAL INFO. rik T.O. ROOF RIDGE BEAM
ELEV.: + l2'--A`
12 12 NEW IX PVC EAVE TRIM.
6 F— 6 COLOR 5ELEGTE9 BY OWNER.
m
v
T.O. TOP PLATE
ELEV.: t +6'-O" TO MATCH EX15T/N57
B.O. F/R57'FLOOR HEADER
—i NEW NEW O66 NEW i NEW ALUMINUM GUTTER AND ELEV.: + 6'-6"
FRE GH G 45 G 45 LEADERS TO SPLASH BLOCKS d.
D �{ IN CX ON GRADE. 5EE ROOF PLAN
ZZ
FOR ADDITIONAL INFO.
NEW PVG W/NDOW TRIM.
- _--- - - COLOR 5ELEGTED BY OWNER.
5/D/NG A5 5ELEGTED B.O. 50LE PLATE
BY OWNER(TYP) KEY: O'-O" DA
NEW EGR-55 WINDOW WELL.
5EE DETAIL 2/DWG A-/O/.
GRADE
I I I I I I I I I NEW P.T WOOD 5TEP5 AND
RAILING. 5EE CON5TRUGTION
PLAN5 SHEET A-IO/FOR
L J L J L J L J I 1 I ADDITIONAL INFO.
I I I I
T.O. CELLAR FLOOR
- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 IV ELEV: + -7'- "(TO MATGHEX15T/N5)
- - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z --_- - - - - - - - - - - - - - -___________
- - -- -I - - - -�
AE5 7 EL 5 VA TION
SCALE = I/4" _ l'--O"
EXI5T/N5 GON5TRUGT/ON PROP05ED ADDITION
T.O. ROOF RIDGE BEAM ARGHI75-6WRAL ROOF 5H/NGLE5. 5EE
ELEV.: + I2L-%" — ROOF PLAN FOR ADDITIONAL INFO.
m
IX PAINTED PVG FA5CIA BOARD5.
T.O. TOP PLATE
ELEV.: t +6'-0" TO MATCH EX/5T/N5
B.O. F/R5T FLOOR HEADER ALUMINUM GUTTER AND LEA9ER5 TO
REV.: + 6'-6" EX. EX. NEW 60be 5PLA5H BLOGK5 ON GRADE. 5EE
W/N. WIN SLIDER ROOF PLAN FOR ADDITIONAL INFO.
DO
v _ NEW PVG WINDOW TRIM.
COLOR 5ELEG7ED BY OWNER.
5/D/N5 A5 5ELE6TED BY OWNER(TYP)
NEW P.T. WOOD 5TFP5 AND R.IA/LING.
B.O. 50LE PLATE _ 5EE CON5TRUGTION PLAN5 SHEET
ELEV.: O'-O"(DATUM A-I01 FOR ADDITIONAL INFO.
N
GRADE Ak
57EPPED FOOTIN5 MAX SLOPE 2:I
LJ LJ
1
I F -_ -_ -_ -1 1 I I I
T.O. CELLAR FLOOR
ELEV.: t -7'- "(TOMATCHEX/5T/N5) L� - - -Z - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
5GALE = I/4" = I'--O"
SEAL' REVISIONS/SUBMISSIONS: DRAWING TITLE:
\��FRD O ABC' DATE: DESCRIPTION:
06/1/25 1l.NCD rOR rILOG
1 08/06/25 Rr-VJ/LD PGR T.0 f.zl� PROPOVED ELEVATIONf
J'
N0'0 Q� CAD FILE NAME:
' -F O� ►V E1N y0
2094_A-201
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK SIL,VERMAN
fWY7 RUIDFJ`ICE 6/11/2025 20 2094
66 EAST MAIN STREET - — 750 MON,f LLL LA/NL SCALE: DRAWING NO.:
PATCHOGUE, NEW YORK 11772
Phone: 631 563 2130 Fax: 631 563 213!3 www.nsarchitects.com •�•• CUTCNOGUL, NY 11935
— _ — A.f li=1)
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ._..
cm COPYRIGHT 2025 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 97 8 22.1 / 1M
I
ROOF 4" THRU ROOF
4" THRU ROOF
VENTED RI06E WITH HURRIGANE 5TRAPPIN6
A5 PER DWG A-500.
--ROOF A55EMBLY:
5EE ROOF PLAN I
R-30 ROGKWOOL GOMFORTBATT BETWEEN 2" V 12" V
5TU05 WITH GONTINUOU5 R-21 ROGKWOOL
GOMFORTBATT PERPENDIGULAR ABOVE G.J.
PROP05FD I 4" BX/57/NG I BX/5T/N6
T.O. ROOF RIDGE BEAM BATH KITCHEN I BATH
ELEV.: + 12-34" I
—5ELF ADHERING IGE AND WATER 5HIELD TO 2" V 211 V 2" V
2 O IN51DE EXTERIOR WALL5 PER NY5 T
2'-0" RE51DENTIAL GODE Rg05.2.1. (TYP) --T I i / 112 V
NFEN HURRICANE 5TRAPPING PER 5HEET A-500. l 112 V l 112 V I l 112 V l 112 V I l 112 V
ATTIC, TYP. THROUGHOUT ADDITION. _ I r1112 V I FRZ.
I" VENTILATION BAFFLE5 AND IN5ULATION - I I 4" 4" I
DAM AT END WALL. LAV( I LAV( I LAV
GUTTER. 5EE ROOF PLAN.
NEW ROOF TO ALI6N WITH EXI5TIN6
15T FLOOR sHo R l-1/2
1� wmm T.O. TOP PLATE
ELEV.: ± +S'-0" (TO MATCH EXI5TIN6) 2" 2" 2" 2"
I 'EX. 211
211OIL 4n
B.O. FIRST FLOOR HEADER B�4TH „ 311 3"
ELEV.: + 6-8" 1112 /112 V
GONTINUOU5 VINYL VENTED SOFFIT. (TYP) TO EXI5TIN6 SANITARY
WALL A55EMBLY: v D15P05AL 5Y5TEM
SELECTED 51DIN6 ON BL6. WRAP ON Y2" ;It � I
PRIMARY PLYWOOD SHEATHING ON 2"X4" WOOD STUDS 5X. L.AUNDRY
WITH R-15 ROGKWOOL GOMFORTBATT INSULATION I l 112 V
BEDROOM p AND %-- 6YP. BOARD ON INTERIOR.
s/NK
a� FLOOR A55EM13LY: Q
(FIN15H FLOOR TO MATGH EXI5TIN6) GELLR �YG MGH
FIN15HED FLOOR OVERY2" PLYWOOD
5UB-FLOOR 5GREWED AND GLUED TO g Y"
T.J.I. FLOOR J015T5 ® I6" O.G.
FILL FLOOR J015T GAVITY WITH GL05ED
CELL SPRAY FOAM INSULATION
S I ZE Or- TRAfi=S FOR i�J_U1�'�31 �1G � I XTUR�S
2„xb„ P.T. 51LL PLATE WITH ALUMINUM
TERMITE SHIELD AND 51LL SEAL INSULATION PLUMBING FIXTURE MIN. TRAP
51 ZE
B.O. 50LE PLATE BATHRUB (WITH OR WITHOUT 5HOWER HEAD AND/OR WHIRLPOOL ATTAGHEMENT5) I Y2
0o OIL ELEV.: 0'-0" (DATUM)
r BIDET 1 Y4
WALL A55EM5LY:
DEGK WITH RAILING. 5EE FIR5T ° Q ° 5EE FOUNDATION PLAN CLOTHE5 WA5HER 5TANDPIPE 2
FLOOR PLAN D15HWA5HER I Y2
° d FLOOR DRAIN 2
°
GRADE
ELEV: + -2'-8" KITCHEN SINK (ONE OR TOW TRAP5, WITH OR WITHOUT D15HWA5HER AND 021
z
FOOD WA5TE DISPOSER)
° °
LAUNDRY TUB (ONE OR MORE GOMPARTMENT5) 1 Y2
Q 0 z NE f/� a a I 8" P.G. FOUNDATION WALL WITH DAMP LAVATORY 14
BONUS - PROOFIN6 ON EXTERIOR AND (1) #4 REBAR
12" FROM TOP t BOTTOM AND AT MIDPOINT. SHOWER (BASED ON THE TOTAL FLOW RAET THROUGH 5HOWERHEAD5
P.G. HAUNCH. 5EE FOUNDATION PLAN. a ° ° ° ROOM r- I AND FLOW RATEP�, GPM AND LE55 1
I MORE THAN 5.1 P6M UP TO 12.5 GPM 2
O MORE THAN 12.3 GPM UP TO 25.8 GPM 3
1'-4" X W P.G. FOOTIN6 WITH (2) #4 REBAR MORE THAN 25.8 GPM UP TO 55.6 6PM 4
I ° I GONTINUOU5 AND KEY JOINT.
NOTE5:
P3I03.I ROOF EXTEN510N.
P.G. FOOTING. 5EE FOUNDATION PLAN. °Q I I OPEN VENT PIPE5 THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN 6
° . INGHE5 (152 MM) ABOVE THE ROOF OR b INGHE5 (I52 MM) ABOVE THE ANTIGIPATED 5NOW
AGGUMULATION, WHIGHEVER 15 GREATER.
°° T.O. GELLAR FLOOR P3103.2 FR05T GL05URE.
ELEV.: -8'-44" (TO MATCH EXI5TIN6) WHERE THE g1.5-PERGENT VALUE FOR OUTSIDE DESIGN TEMPERATURE 15 016F (-18ltG) OR LE55,
VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INGHE5 (lb MM) IN
DIAMETER. ANY INGREA5E IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT
(304.8 MM) IN510E THE THERMAL ENVELOPE OF THE BUILDING.
P.G. 5LAB ON GRADE. 5EE FOUNDATION PLAN.
56ALE _ 112" _ P--O"
SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
FRED A,q DATE: DESCRIPTION.
VJ. p -�'� 06/11/25 J%/U[U rOR rILING PROPO/'EULCTIO/i &
08/06/25 RrVJ/LUPERT.0.4 PLUMPING R r—R DIAGRAM
CAD FILE NAME:
OF N ENN y
2094 A-500
N E M S C H I C K S I L V E R M AN PROJECT TITLE: DATE: NSA PROJECT #:
,fWYT RFTJIPUCE 6/11/2025 202094
66 EAST MAIN STREET _ — _ — 750 MO/If ELL LA/lE
PATCHOGUE, NEW YORK 11772 — SCALE: DRAWING NO:
Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com ._ CUTCHOGUE, /yY 11955
— — — Af NOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A—,5001
c COPYRIGHT 2025 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 97 8 22.1 1
NM
I
U5E EVERY OTHER NAIL HOLE
IN A ROW TO PROVIDE THE LENN67TH GONnMer�s
GORE-REQUIRED MINIMUM 5/MP-�OPf 57KONG-T/EG5 sir�.aoNcsrA-36 ���
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an pdTJa�i nit P>2�1N/N6 DERAIL i MIA�u.�AS�R°Et`+v TABLE es WE 'A,o'001TAaTEaiABLE's
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TRAP®l6'O.G. MTALLING 'J' L CHAffi INTERIOR MLL ATTIC
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PaBLE 2X6 SILL PLATE UTILITY TRIM 5PRAY FOAM SEAL ALL
ELECTRICAL,PLl1M> W,ETC.
PEIETRA77ON5 INTO AM6 TOP PLATE
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(2 NAIL5 5/D/NG W/7N .SNAP-L06K 2X4 NI:OD 57UD
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Pam,-,A77 u 4 I fr g2gE ARi DEYA
5/D1N6 GLO"afi z AT WIIIG'.10W 5/LL SEAL- REVISIONS/SUBMISSIONS: DRAWING TITLE:
F R E D 9 DATE DESCRIP'll
IN N� C',5� oenv2s Jn1ll FOR PIWiG TYPICAL DETAIIJ
No•029n16 � CAD FILE NAME:
OFNEwyO
2094_A-500
PROJECT TITLE: (DATE: NSA PROJECT #:
JWVT RuDE cc- 6/11/2025 20_2094
750 MO/IJILL LA/1E SCALE: DRAWING NO.:
CUTCHOGUE, NY 11955
AJ NOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-500
9 COPYRIGHT 2025 NEMSCHICK SUERMAN AlP.C. 1000 97 8 22.1 /N iM
I