HomeMy WebLinkAbout48995-Z rt 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 PLAINS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 48995 Date: 3/7/2023
Permission is hereby granted to:
Goerler Jr Ronald
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PO_BOX 629 wwwww_...._............... .mHww wwwww_ww...._................ ww ._._. .................._..........._._mmm_ _�wwww_._
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CutchogueNY 119350629 w_.ww__._........._.__w� ..... ................................ _........................
To: Convert existing screen porch into enclosed 3 seasons room as applied for.
At premises located at:
3175 Cox Ln,......Cutcho ue ww_................ .........w......................._m .__ ..............._...__....._._. .. .._..........._
SCTM # 473889
Sec/Block/Lot# 96.-3-4.5
Pursuant to application dated 2/27/2023 and approved by the Building Inspector.
To expire on ..w 9/5/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $284.00
CO-ALTERATION TO DWELLING $50.00
Total: $334.00
Building Inspector
�offel'tTOWN 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�.// .sout a:oldto nn . ov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use OnlyD I
PERMIT NO. �- Building Inslsector, FEB 7 2023
Q ,
8UILUING DEP1
9.
Applications and forms must be filled out in their entirety.Incomplete 'OWN OFSOISM61 )
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date: )- i - -
OWNER(S)OF PROPERTY:
Name: (R Aj 6Ze e SCTM #1000- a
Project Address: 5 If-75- ('c,�.e- 4,r� t "k�•,►I
Phone#63 , o :� �06 32-9 Email e OA-0, "
Mailing Address:P-0 \K
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name: NemsGMiS �L',�ev"1�\V1 pt1� M . 5 �.� . �G� iv�u �• �VQ•'i'"Slr1lG�'( �0�
Mailing Address Mvah 0up-
Phone#: 0- 563 .- -Z Email:
CONTRACTOR INFORMATION:
Name: ~, t���
Mailing
Phone#: G �}Z7 . (� S Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other d�'e'(%`' $ I �`
Will the lot be re-graded? ❑Yes'vffi�o Will excess fill be removed from premises? ❑Yes;No
1
Existing use of property: Intended use of property:
Zone or use district in which premises is sit ed: Are there any covenants and restrictions with respect to
this property? ❑Yes �Wo IF YES, PROVIDE A COPY.
Check Belt After Reading: The ownerfcontraictorldeti n professional Is responsible for all drainaga and storm water Issues as pmvided by
Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building permit pursuant to the Building Zone '
Ordinance of the Town of Sm4hold,Suffolk,County,New ork and other,applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,afterations or for removal or demolition as herein described.The applicant agrees to oompfY ith all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspectlons.False statements made herein are
punishable as a Clbss 1t misdameanor pursuant to Saotlon 2 t1 iS of the hlewe York State panel taw.
Application Submitted By(print name): t9�i Q -e f-- ❑Authorized Agent Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
) Qualified in Suffolk County
COUNTY OF
I� Commission Expires April 14,2—G
1 being duly sworn, deposes and ( ) is thesays that(s)he applicant
(Name of individual signing contract)above named,
(S)he is the
(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
�l�- daY o 209 /� C
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
residing at { �`"?��Lry'-P�
G699� "AN do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
i'� �.z Qom•- 2- 2 =>
Owner's Signature Date
Print Owner's Name
2
BUILDING DEPARTMENT- Electrical Inspector
cr, TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Ppl Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
.9" ro err southoldtownny wseand southoldtownn ,,., ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date. Z ` l - 2- 9
Company Name: Cfv)
Electrician's Name: ,
License No.: 3-W�-C�(i Elec. email: C (0 S CD cl) r"'w`-
Elec. Phone No: ❑I request an email copy of ertif ate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: 'jZo !,) N (4
Address: `� C �
Cross Street: S� rn� .►�
Phone No.: 31 R a32°I(
Bldg.Permit #: email:
Tax Map District: 1000 Section: Block: .3 Lot: '-/ • 5
BRIEF DESCRIPTION OF WORD, INCLUDE SQUARE FOOTAGx (Please Print Clearly):
Square Foota e:
Circle All That Apply:
Is job ready for inspection?: YES ,NO []Rough In El Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: (All information required)
Service SizeF]1 Ph[]3 Ph Size: ww_............. .__A # Meters Old Meter#
❑New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterais E 1 ? H Frame 0 Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
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SURVEY OF PROPERTY
AT CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY
1000 - 95 - 03 - Pf0 •1
SCALE: 1" = 50`
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a�� tkq NOTE,
The locations of wells and cesspools > q� LOT NUMBERS ARE REFERENCED TO
shown hereon are from field observations F-
and or from dela obtained from others. Aa ,� "SETOFF 8 LOT LINE CHANGE
FOR ANN MARIE GOERLER
REVOCABLE LIVING TRUST "
yr
I am fanNar with the STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and wltl abide by the conditions set forth therein and on the CERTIFIED TO,
permit to conslracG NORTH FORK BANK
.�ptEOF NL'yy�
AREA=80,000 sq ft. 10 7.M6rtn �
ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION
OF SECTION 7209 OP THE NEW YORK STATE EDUCA TON LAW.
EXCEPT AS PER SECTION 7209-SUBDIVISION E.ALL CERTFICA71ONS
HE'RCON ARE VALID FOR TNS MAP AND COPIES THEREOF ONLY N, N Y.S. LIC. NO. 49618
WOSEAffilGNA COP AP BARS SON.SSED sot,OF THE SURVEYOR l
P.C.
ADOf}}�TONALLY TO COMPLY WITH SAID LAW THE TER pp�/ ALTERED BY n3RAIPERSTREET X (6311 765 - 1797
MUST BE USED BY ANY AND ALL SLRVEYORS uT IBAVG'A COPY
Of ANOTHER SURVEYOR'S MAP. TERMS SUCH VL
AS 1NSPE`C& AND
'BROUBHT- TO DATE•ARE NOT rN cOMPUANCE wrTH THE uW. SOUTHOLD, N.Y. 11971
I'M - 1R7
c OV15 TRUC TION No 7,
GENERAL NOTE5 CONCRETE
FINISH NOTES
1. ALL WORK 15 TO CONFORM TO THE RULES AND REGULATION5 OF THE 1. ALL CONCRETE WORK 5HALL CONFORMW/TH THE REQU/REMENT5 OF THE 4. BEAM CONNE5TION5 SHALL BE DE516NE9 TO WITHSTAND ONE-HALF THE 1. PAINTING OR INTERIOR FIN/5H1NG 5HALL NOT BE DONE UNDER CONDITIONS
LOCAL BUILDING DEPARTMENT AND THE N.Y.5. RE51DENTIAL C0N5TRUGTI0N AMERICAN CONCRETE INSTITUTE A.G.I. 510 LATE5T EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL .EOPARDIZE THE QUALITY OR APPEARANCE OF 5UGH WORK.
GODS. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON51DERED 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FOR115 WITH 5TR1CT 5PAN GONDITION5 5HOWN OR THE LOAD INDICATED ON DRAWINGS, WORKMANSHIP, WHICH 15 JJDC7E9 LE55 THAN FIR5T OUALITY BY THE
A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS WHICHEVER 15 GREATER. ARCHl7FCT,WILL BE REJECTED.
ACCORDANCE W/TH ALL 57A TE AND/OR LOCAL GODE5. 3 CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATE5T 5 WELDING 5HALL BE IN ACCORDANCE WITH AWS 5PEGIFIGATION5 U5/NG 2. SUBMIT COLOR5 TO THE ARGHI7EGT, FOR APPROVAL.
2. ALL ELECTRICAL WORK TO BE FIRE 1WERWRI7ER5 IN5PE67E9 AND A.C.I. SPEC/FICATION.
APPR01/ED. SUBMIT CERT/F/GATE TO OWNER UPON RECEIPT. E70 XX ELECTRODES.
4. ALL TEMPERA TURF RE/NFORG/NG 5HALL BE 5VFF/G/EN7L Y EMBEDDED TO 3. PREPARE 5URFAGE5 TO RECEIVE THE 5PEG/F/E9 FIN/5H. TAPE AND 5AND
3. ELE67R/GAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL DEVELOP FULL 5TRENGTH IN ALL CONCRETE WALL5 AND 5LAB5. 6. ALL BOL T5 5HALL BE A5 TM A 325N AND 5HALL BE INSTALLED TO A 5NU6 5MOOTH GYPSUM BOARD TO RECEIVE THE 5PECIFIE 9 FINISH. PAINT GRADE
R L
c r
FOR ADEQUACY IN PROVIDING NEW ELECTRICAL IN5 TALLA TION5 A5 5. PROVIDE ADEQUATE T/E5 FOR ALL 5TEEL REINFORCED IN 5LAB5,BEAM5, CON91TION A5 DEFINED IN A15C 5PEGIFIGATION5. WOODWORK 5HALL BE HAND 5ANDED BETWEEN COAT5 AND DU57E9 GLEAN.
,5175 CO X LA/lE SHOWN ON THE PLANS UPGRADE, 5ERVIGE, METER AND PANEL A5 MAY PIERS,AND WALL5, REINFORCED TO BE HELD AT CORRECT DI5TANGE FROM ALL HOLES, PITCH PoGKET5 OR 5APPY PORTloN5 SHALL BE 5CRAPE9 AND
BE REQUIRED. FORM5 AND EARTH BY 57EEL CHAIRS OR TIES 7. ALL WELDER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOW/NG 5HELLAGKED,
4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE W/TH N.Y.S GODS 6. FOLLOW G.R.S.I. RULES FOR PLACING CERTIFICATIONS ARE ACCEPTABLE. NEW YORK STATE NEW YORK CITY ALL REINFORCING STEEL AND DEPT. OF BUILDING5, OR TE5TING LABORATORY CERTIFICATION TO THE AWS 4 FILL GRAGK5, HOLE5, IMPERFEGTION5 IN EX15TIN55 WALL5, PARTITION5, OR
AND ALL APPLICABLE LOCAL REGULATIONS ACCE550RIE5. GORE. GYP5IIM BOARD WITH PATCHING PL.A5TER AND 51100TH OFF TO MATCH
TOW/1 oryoUTHOLP5 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRAGTOR5 7. CONTRACTOR 5HALL 5VBM/T CONCRETE MIX REPORT W/TN PAINTING ADJOINING 5URFAGE5 OR LAMINATE WITH I LAYER OF I/2"GYP-5H BOARD
LIABILITY,WORKMAN5 6OMPEN5ATION, COMPLETED OPERATION5, ETC. COMPRE55/ON TEST RE56LT5 TO ENG/NEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,A5 PER ARCHITECTS INSPECTION.
ADEQUATE FOR THE PURP05E5 OF TH/5 PROJECT AND FURN15H PROOF OF 57ART/N5 FOUNDATION GON57RUGT/ON. I. ALL 57EEL AFTER FABRICATION 5HALL BE TNORa6HLY GLEANED OF RU5T, 5. WIPE NEW GYPSUM BOARD 5URFAGE5 WITH A DAMP CLOTH J6 PRIOR TO
5AME TO THE OWNER PR/OR TO COMMENDING W/TH WORK. 6. REPRE5ENTA TI VE TE5T CYLINDERS SHALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 5CALE,AND OTHER FOREIGN MATTER AFTER GLEANING, APPLICATION OF THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WHICH MAY
6. EACH SUBCONTRACTOR 5HALL SUBMIT A COPY OF H/5 IN50RANCE PLACED EACH DAY IN ACCORDANCE W/TN CONCRETE 5F550GATIONS 57EEL 5URFAGE5 5HALL BE 5HOP-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN 5ANDING PROGE55.
AB395VIATIOM5
COVERAGE(INORKMANS COMPENSATION, LIABILITY,DISABILITY) To TESTING SHALL BE PERFORMED AT 7 AND 28 DAYS. PRIMER AND ONE GOAT COLOR
PPLI TO BE SELECTED BY OWNER PAINT GOATS
THE OWNER PR/OR TO COMMENCING WORK EACH 5UBGONTRAGTOR 5HALL q. ALL ME5y 5HALL BE 5PLIGED 50 THAT THE OVERLAP BETOEEN OUTERM05T
5HALL RFA BE FULL WETTING,APPLIED TNOROI/GHLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM ADJACENT ERE IT
5UBM/T LIEN RELEA5E5 PRIOR TO REQUE5T/NG FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET 15 NOT LE55 THAN THE 5PAGING OF THE �'FAGES,AND FREE FROM SPR,4Y DUST,RUNS OR SAGS HA5 SPILLED, SPLASHED, OR SPLATTERED ON EXPG'SED ADJACENT
SURFAEC-''
A. AREA QTY. QUANTITY 7. CONTRACTOR 5HALL AT ALL T/ME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 PLU5 TWO INCHES, VNLE55 OTHERW/5E 5HOWN ON THE
2. PRIMER SHALL BE RUST-O-LEUM 1069 RUST-INHIBITING PRIMER OR
5yMBOL DE5CRIFTION 5YMBOL DE'5GR/PT/ON A.B. ANCHOR BOLT RAD. RAD/U5 THE OWNER5 /NGONVEN/ENGE,AND SHALL DO 50 IN A WORKMAN-LIKE DRAW/NG. APPROVED EQUIVALENT. 5EGOND COAT SHALL BE RU5T-O-LEUM 1060, OR 7 EXAMINE FIN15H 5URFAGE5 AFTER COMPLETION OF WORK INCLUDING
A.G.I. AMERCONCRETE
R.D. ROOF DRAIN MANNER APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED WITH "TOUCHUP"A5 REQUIRED.
CONCRETE REGPT. RECEPTACLE lO. ALL FG'UNDATIONS SHALL BE CAST ON UND/STUBBED OR CONTROLLED
IN5TITUTE 8. ALL 5ALVAGEABL.E MATER/AL5 AND EQUIPMENT INCLUDING FIXTURES, COMPACTED 50/L HAVING A M/N/MUM BEARING CAPACITY OF THO(2) TONS 8. PROVIDE ARCHITECT WITH A MlN/MUM OF(3)0"X lO BRUSH-OY/T5 OF EACH
A.D.A. AMER16AN5 WITH REINF. REINFORCING p p
FURN/SH/NGS AND DECOR ITEMS SHALL BE STORED AND PROlEG7ED FROM 3. AFTER ERECTION, TG'1�fGH UP ALL FIELD GONNEGTIONS AND ABRADED DOLOR AND FINISH FOR ARCHITECTS APPROVAL,A
D/5AB/LITIE5 ACT DN. DOWN PER SQUARE FOOT UNLESS OTHERW15E NOTED(SUBJECT TO FIELD 5URFAGE5 WITH 5AME TYPE OF MATERIAL U5ED FOR SHOP COATING. T LEA5T 2 WEEK5 PRIOR
SEG7�ON 7A0- 5EE DR. DOOR DAMAGE UNTIL 771E OWNER DETERM/NES 7NE COURSE OF ACTION TO BE
X ELEVATION TAO- ADH ADHE51VE INSPECTION AND VER/F/CATION BY CONTRACTOR) TO 517E APPLICATION. ON-517E APPLIGATION5 SHALL BE REQUIRED ONE
DWG. A5 NOTED X DTL. DETAIL TAKEN WITH SAME
X-X SEE DING. AS NOTED A•FF �� Dl�. DRAW/NG WOOD NKK PRIOR 7-0FINALAPPROVAL. ARCHITECT RE5ER1/E5 THE RIGHT TO
FIN/5HED FLOOR PROTECT AND MAINTAIN EX15TINO 9. UT/L17Y LINES WH/GH ARE TO
//. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO 7TN0 AD.l15T ANY COL OR/FlNlSH ONCE THE WALL TEST HA5 BEEN MADE
DWL5. DOWELS
ALT. ALTERNATE REMAIN IN SERV/GE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF
EA. EACH HOR/ZONTALLYWHERE ELEVATIONS CHANGE. 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2, FB = 875 PSI, FV= 95
AL/ALUM ALUM/NUM E.I,F.5. EXTERIOR THESE LINES. UNLESS OTHERIN/5E NOTED, ALL EXIST/NG UTILIT/E5 SHALL BE P5/,E= 1,600,000 P5/, MAXIMUM M015TURE CONTENT t/9% q FINISH UNDERSJDE OF 50FF11S(WHERE THEY OGGURI TO MATCH ADJ.AGENT
ANOD. ANODIZED IN5ULATION ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 12. ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING VERTICAL FIN15H, U.O.N.
A.N.5.1. AMERICAN FIN/5H 5Y5TEM GON5TRUGTION TO MAINTAIN 5AFETY AND 57AB/LID' BACKFILLING 5HALL 2 ALL 5TUD LUMBER 5HALL BE DG'UGLA5 FIR LARCH 5TUD GRADE, FB = 675 I0 INSTALL ELEG7RIGAL SWITCH AND OUTLET COVER PLATES, a�/RFAGE
X TAO- 5EE DWG. FIN15H TAO- 5EE FIN15H NATIONAL GOVERNMENTAL AUTHOR/TIES AND UTILITY COMPANIE5 HAVING-VRI5D/GT/ON
c ELEG1 ELEGTRIG/-AL NOT BE PERM/T7E9 UNTIL CONCRETE HA5 ACHIEVED q0� OF THE SPECIFIED P5/, FV= 95 PSI,E_ 1,400,000 PSI, MAXIMUM MOISTURE CONTENT C l9%
X-X AS NOTED X-X LEGEND $ CEILING FIN. 57ANDAR05 ELECT. 50 A5 TO GUARANTEE A COMPLETE INSTALLATION.
INSTITUTE ELEV/EL• ELEVATION DE5/6N 5TRENG7N. HARDWARE, ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL
LEGEND APPROX. APPROXIMATE ll. CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX15T1NG WORK 3. ALL WOOD CONSTRUCTION SHALL GOMPLYWITH THE NATIONAL DE5/6N COVERINGS AND CARPET
ENG. ENGINEERED ADJACENT TO H/5 WORK, OR DAMAGED A5 A RE5ULT OF H/5 WORK. l3. ALL CONCRETE 5HALL ATTAIN A M/N/MU115TRENGTH OF 3,000 P5/0 28
ARCH. ARGNITEGT/ SPECIFICATION FOR WOOD GONSTRIIGTION,LATEST EDITION.
-l/RAL EQ• EQUAL WHERE EX15T/N5,MATERIAL5 ARE TO BE MATCHED,GARS 15 TO BE DA r5 FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPO5E9 TO ll. MODIFY E)CI5TIN57 FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MATERIAL5
PLUMBING AVG. AVERAGE EQUIP. EQUIPMENT TAKEN 1N BLENDING COLOR5 AND REPLICATING ADJACENT FORM5 AND WEATHER 5HALL BE AIR ENTRAINED. TO PREVENT NOTICEABLE LUMP5 AND DEPRE55/0N6.
4. ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN
B.O. BOTTOM OF ETC. ETCETERA CONTOURS. ACCORDANCE WITH AFPA 5TANDAR95. 12 PARTITION5 AND MILLWORK TO RECEIVE 5TRA16HT RESILIENT BA5E OR
ELEVATION AGGE550RIE5 TAO- BD. BOARD EX15T. EX15TING14. ALL CONCRETE REINFORCING 5TEEL 5HALL BE IN ACCORDANCEW/TTI A5TM
X-X BLDG. BUILDING 12. BEFORE 5UBM/TTINO ANY PROPOSAL, IT 5HALL BE THE RE5PON51B/LITY CARPET COVE RESILIENT BA5E AT RE5/LIENT FLOORING. U.O.N.
BENGhMARK SEE AGGE550R1E5 EXP EXPOSED OF THE CONTRACTOR TO FAMILIARIZE H/MSELFWITH ALL EX15T/NG A-6/5 GRADE 60 DEFORMED BARS. 5. ALL WOOD GONNE5TOR5 5HALL BE BY "5/MP 0N", "7550" OR
B.F.P. BACK FLOW EXT. EXTERIOR APPROVED EQUAL.
LEGEND PREVENTOR F.D. FLOOR DRAIN CONDITIONS, MATER/AL5 TO BE MATCHED,WG'RK/NG 5PAGE AVAILABLE, 15 WELDED W/RE ME5H 5HALL BE IN ACCORDANCE W/TH A5TM A-185 13. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS
BLK. BLACK FDRR, FOUNDATION 5AFETY PRECAUTIONS ETC. REQUIRED FOR THE SAFE AND EXPEDITIOUS ARE NOT V151BL.E WHEN VIEWED FROM ANY REA50NABLE ANGLE.
BLKG. BLOCKING FIN. FINISH EXECUTION OF TH/5 CONTRACT. FAILURE TO DO 50 W/LL NOT BE l6. ,ALL STRUGTI/RAL MEMBERS SHALL BE PGWJRED FGA? THEIR RILL DEPTHS /N 6. MEMBERS DE5/GN.ATFD A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR
EXTERIOR FIN15H TAO- BRC. BEARING FIXT. FIXTURE CA05E FOR EXTRA GG5T5 TO THE OWNER OR OWVER5 REPRE5ENTATIVES ONE OPERATION. GON5TRUGTION JOINT5 5UCH A5 A DAYS POUR JO/NTS "LVL"SHALL BE MANUFACTURED IN ACCORDANCE WITH SPEGIFIGATIONS BY l4. WALL GOVERII�JG SEAMS SHALL NOT OCCUR WITHIN I"-O"OF
ROOM ROOM NUMBER BTM. BOTTOM FLR FLOOR LOU151ANA PACIFIC, CORP. NO 5UB5T17UTE5 5HALL BE PERMIT7ED WITHOUT APPLY FABRIC 50 WALL 15 DIVIDED WITH A MINIMUM/NUMBER OF 5EAM5
Fx] SEE EXT. MATERIAL CONTACT THE ARCHITECT IMMEDIATELY IF FIELDGOND/TIONS ARE SHALL BE LOCATED IN THE MIDDLE GAF' THE 5PAN MAIN REINFG�G!NG TO
BTN. BETWEEN FRZ. FREEZER THE ENGINEER5 APPROVAL.DESIGN 5TRE55E5 ARE A5 FOLLOWS: FB = AND WITH EQUAL WIDTH PANEL5, U.O.N.
XXX TAG FOUND TO BE OTHER THAN TH05E SHOWN HEREON PR/OR TO PRG'GEED/NG RUN THROUGH THE JOINT, KEY AND ROUGHEN JO/NTS TO E�CPGSE
LEGEND1517E GAB. CABINET FT. FEET/Foo7 2,9.5OP51, FV= 2gOP5I,E=2,000.o00P51
G.G.F. COMPACTED FTG. FOOT/NG W/TH WORK AFFECTED BY SAME. AGGREGATE FOR CHEMICAL BOND. 15 LOCATE IN7ER5E5T10N5 OF DIFFERENT FLOOR FIN15H MATFRIAL5 DIREG7L r
GA. GAGE/GUAGE
GRANULAR FILL l3. CONTRACTOR SHALL VERIFY ALL DlMENS/ONS PP.IOR TO 7. THE ARGHIlEGT SHALL PRO✓IDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS,U.O.N.
GAL. GALLON 17. NO HORIZONTAL JOINTS 5HALL BE PLACED IN MALLS EXCEPT A5 5HOWN ON
G.J. GQNTROL JOINT FABRICATION. VERIFICATION OF LOADS AND BEAM 5/ZES{KITH MFR PRIOR TO ORDERING
GAL V. GAL VAN/ZED THE DRAW/NG5, W/TROUT THE APPROVAL OF THE ENG//VEER /6. SUBM/T CARPET 5EAM/NG PLAN(FOR BROADLOO/� TO ARGHI7FGT PR/OR TO
DOOR TAO- PROP05E9 WALLS C.L. CENTER LINE G.G. GENERAL 14. DI5CREPANClE5,ERROR5, OM/55/ON5,ETC., IN ANY PORTION OF THE AND MANUFAG7IJRE NOTIFY ARCHITECT OF ANY DlSCREPANGIES, IN WRITING,
DLG. ,,FILING CONTRACTOR SHOULD THERE BEA PROBLEM ORDERING AND AT LEA5T(4)WEEK5 PRIOR TO INSTALLATION FOR
SCHEDULE $ REFER TO FLOOR CLOS. CLOSET GD. GRADE DRAW/NG5 WHICH AREA VARIANCE W/TH THE LAN ORD/N.ANGES, RULES /8. MAX/MUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL
O OR REGULAT/ON5,BEAR/NG ON THE GON5V5T OF THE WORK 5HALL BE BE NO MORE THAN TWO GON5ECUTIVE COLUMN DIM. OR 60 FEET ARCH17ECT5 REVIEW AND APPROVAL.
DOOR 56HD. PLANS FOR 51ZE aR. CLEAR GL. GLA55 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GooRDlN.A7/NG ALL
COL. COLUMN &m. GYPSUM REPORTED PROMPTLY TO THE ARCHITECT. REQUIRED 1N5PECTION5 OF THE ROUGH AND FINAL FRAMING l7. METAL DOORS;; CONVECTOR COVER5, FRAME5 AND WALL5 A5 SPECIFIED,
CONI. CONCRETE H.G. HAND/GAP 151F COND/TION5 ENCOUNTERED DURING CONSTRUCTION DIFFER Ig. CONCRETE CONTRACTOR TO BE RE5PON5/BL.E FOR 5ETTING ALL ANCHOR
PROP05ED DOOR GOND. CONDUIT ACCESS/BLE BOL T5 AND LEVEL/NG PLATES. TO RECEIVE A PAINT FINISH SHALL BE PAINTED AS FOLLOWS:
H/NDG'W TAO- CONN. CONNECTION H.G. HOLLOW GORE FROM WHAT I5 SHOWN ON DRAWINGS, THE ENG/NEER SHALL BE q, REFER TO DRAWING 55-2 FOR DE5/GN LOADS. GYP5UM.
REFER To FLOOR CON5T: CON57RU67ION H.D. HIGH DENSITY NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL 20, PROVIDE CONTINUOUS 2x6 TREATED 5/LL PLATE OVER TERMITE 5H/F1D FlR5T GOAT L,47Fj(PR/
O 56HEDULE $ HDR. HEADER ALL PROBLEMS ARE RE50LVE9 TO THE 5AT15FACTION OF THE � " � "
PLANS AND 5GHED. CONT. CONTINUOUS HDW HARDWARE T/ED INTO FOUNDATION WALL5 W/TN 5/8 ANCHOR BOL T5 3-O o.c. (1-O lO. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED WITH 5EGOND COAT LATEX E5,65HELL
DOOR 56HD. CONTR. CONTRACTOR HDWR HARDWOOD ENGINEER. MAX. FROM ALL CORNER5)WITH 10"m/n EMBEDMENT. PROVIDE 5/LL WOOD BLOCKING ACCURATELY FITTED 70 FILL THE OPEN/NG AND ARRANGED THIRD COAT LATEX 55,65HELL
FOR 5IZE G.T. CERAMIC, TILE H.M. HOLLOW�.yy MET 16. ALL 5LIBCONTRACTOR5 5HALL BE RE5PON5/BLE FOR FILING AND 5EALER AND GROUT 5ILL PLATE TO WALL. TO PREVENT DRAFT5 FROM MOVING FROM ONE 5PAGE TO ANO77•IER. METAL DOOR5�FRAME5,• $ CONVECTOR5:
G.S.I. CON5TRUCTION GONT72AGTG'R5)
PRO905ED 5PEGIF/GAT/ON yr CE/GyT OBTAIN/NG APFROVAL5 FOR THEIR WORK WH/GH MAYBE REQUIRED. " FlR5T GOAT: /,A7FJC METAL PRIMER
21. FLOOR 5LAB5 ON GRADE TO BE 4 POURED CONCRETE W/TH&6/1.4X1.4 GA. lL PROVIDE BRIDGING 6'-0 o.c. MAX(50L ID GHQ CRO55 BRIDGING).
0 REV15ION TAO �� ) FIXWREj� FOR IN5TITUTF H.V.A.G. HEATING, l7. ALL 565GONTRACTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENGE5, SECOND GOAT: LATEX SEMI&L 055 ENAMEL
GU Gl/B/G VENTILATION, A/R TRANSPORTATION, SAFEGUARDS,FTG., AS REQUIRED FOR THE PROPER WIRE REINFORCING AND 57EEL TROWEL FIN/5H. PROVIDE 1/2 THIRD GOAT LATEX 5EMI GL055 ENAMEL
FUTURE DBL DOUBLE GOND/T/ON/NG EXECUTION OF THEIR WORK PREMGULDFIJ EXPANS/ON JOINTING AT FLOOR SLAB AND FGYINDATION 12 NOTCHES OR HOLE5 FOR PIP/NG FTG. IN 57RUG7UR.AL FRAMING MEMBERS
DEC. DEGREES 1.6. 150L ATED GROUND /8. ANY DEVIAT/ON5 FROM THE ARCHITECT5 DRAWlN65 MU5T BE 5UBM/T7ED WALL. PROVIDE 2'(R-10 min)RIGID IN5UL.ATION 2'-O"EACH WAY (1=0R 5HALL NOT BE PERMITTED. l8. PAINT 5HALL BE LATEX- INTERIOR FIN/5HE5 TO COMPLYWITH LOCAL
COMBO CARBON MONOXIDE DIA. DIAMETER 1NGHE5 TO THE ARCHITECT IN WR/TING FOR APPROVAL. HEATED 5PAGE5). BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR CORRIVOR5
SMOKE DETEC TOR DIMDIMEN5/0N INCL. /NGLUDE/ED /3. DOUBLE J0/5T5 UNDER ALL PARTITIONS RUNNING PARALLEL W1771 THE J0/5T5 AND R00M5.
5M0KE DETECTOR 5HALL BE IN5M. INSULATION INFO. INFORMATION l9. EACH CONTRACTOR AND 560GONTRACTOR SHALL BE RE5PON5/BLE FOR 22 ALL 5LAB5 ON GRADE 5HALL HAVE THICKEN/NGS,DEPRE55/ON5,
�, SHALL BE HARDWIRED IN57L. IN5TALL.AT/OW MAINTAIN/NG 5AFETY ON THE JOB 517E DURING THE CON57RZT/ON OPEN/N55 ETC. A5 REQUIRED OR A5 5HOWN HEREIN OR ON
HARDI'VIRED TO CENTRAL INT. INTER/OR INSTALLED � � /4. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE 19. INTERIOR FlNl5dNE5 SHALL BE GLA55/PIED IN ACCORDANCE WITH SURFACE
cD�sv To CENTRAL 5Y57EM J-BOX JJNGTION BOX PHA5E TO COMPLY WITH THE REGULATIONS AND REOUIREMENT5 OF THE ARCHITECTURAL DRAWINGS HEADER5 AND TRIMMER5,FULLY JOINED WITH 57FEL BRIDGE5 OR "7EG05". FLAME RATINGS. ALL FINISHES IN THE PROPOSED AREA TO BE INTERIOR
REQS REQUIRED FINISH GLA55 B. FINISHES MATERIAL SHALL HAVE FLAME- SPTZEAD RATING
5Y57E•M WITH BATTERY J5T. J0/5T OCCUPATIONAL 5AFE7YAND HEALTH ADMIN15TRATION. TH/5 5HALL
WITH BATTERY BACKUP ,n JOINT RM. ROOM 23. PROVIDE POCKETS 1N WALL FOR COLUMNS BEAMS AND 5LAB5.
BACK('/P R.O. ROUGH OPENING INCLUDE,BUT ARE NOT LIMITED TO: P720V/D/NG ALL NECESSARY MIN/MUM BEARING ON WALL5 OR BEAM5: "FOR 5LAB5, 8"FOR BEAM5, 15 TO EL1M/NATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD WEA7NEt� OF 26 TO 75 5MOKE DEVELOPED RATING OF GLA55 B.
IN. SUPPLIER TEMPORARY 5LIPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND TO PERMIT THE ESCAPE OF HEAT IN HOT kEATHER. VENTILATION OF
/�// /� L- 1�57
LAM. LAMINATE R.TV. ROOF TOP UNIT U.O.N.
�/ � ��( L.AV. LAVATORY SAN. SANITARY THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS,AS WELL AS ATTIC AND CRAWL SPACES/5 REQUIRED. BLOCKING AND BRIDGING SHOULD 2O ATTACHMENT AND ADHESIVES FOR INTERIOR LG'GATIONS,WHICH WILL
S.G. 50LID GORE ADEQUATE AND PROPEL?BARR/GADE5, RAILING5,L1GHTING, 5TAIR5, ETC. 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FIN/5H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WIT H THE MOVEMENT OF AIR. PRODUCE FROEW T5 MORE TOXIC THAN TH05E GI VEN OFF BY WOOD OR
LBS. POUNDS
L.F. LINEAL FOOT 5GHD. 5CHEDULE REQUIRED TO FRO 7ECT THE WORKMAN, OINNER5 PER50NNEL AND MATERIAL. 5EE ARCH/TEGTURAL DRAW/NG5 PAPER WHEN DEGOMP051NG OR BURNING WILL BE REJECTED.
ARCHITECTURAL: 5ECT. SECTION OTHER5 FROM INJJRY DUE TO CONSTRUCTION WORK. PROVIDE FREE 25. IN ANY APPROVED GONSTRUGT/ON JOINT, PROVIDE 2 X 4 KEY M/N. AND 24 2/. ALL NEW OR MODIFIED GONS7RUGTlON SHALL BE FINISHED A5 PER OWNERS'
L.P. LOW PO/NT l6. ALL CATHEDRAL GEILlNGS SHALL HAVE GONTINIIO!'l�' VENTILATION FROM
C,5-1 - OBNBRAL NOT55, LBGBND5, DRAINING L 15T $ ABBRBVIATION5 MA7L. MATERIAL 5.F SQUARE FEET AND 5AFE PASSAGE FOR PERSONS TO AND FROM AREA5 AND EAVE5 TO RIDGE. 5IZE INSULATION ACCORDINGLY. PROVIDE 3/4"dla. VENT
MAX. MAXIMUM 5HT SHEET FAGILIT/E5 WHICH ARE TO REMAIN. BAR DIAMETER LAP(l6 MIN)OF REINFORCING, EXCEPT FOR 5LAB5 ON HOLE5 A5 NEEDED THRU 5KYLlGHT FRAM/NG TO MAINTAIN CCMTINUOU5 5ELE5TION5 IN AGGORDANGE M17H MANUFAGTURER5 PUBLI5HED
C5-2 - GOP GOMPL/ANGF N07E5 $ DBTAIL5 MECH. MECHANICAL 51M. 51MILAR GR�F 5PECIFIGATION5.
MFG. MANUFAC7URER 5M. 5HALL 20. FIGURED D/MEN5/ON5 5HALL GOVERN 5MALL SCALE DRAW/N55 WHERE VENTILATION.
A-1 - PLOT PLAN, PARTIAL FLOOR PLAN, BLFVATION5 AND 555 TION MIN MINIMUM 5PE65. 5PE51F/6AT/ON5 D/MEN5/ON5 ARE E5TABLI5HED BY GONDIT/ON5. IFEX/5TIN6,EACH 26. SLAB ON GRADE SHALL BE POURED IN 57R/P5 CONSTRUCTION OR CONTROL
M15C. M15CELLANE0115 50. 50UARE CONTRACTOR SHALL MEASURE EX15TIN57 CONDITION5 PRIOR TO ORDERING JOINT5 5HALL HAVE A MAX/MUM 5PAGING OF 30'-0"IN EITHER DIRECTION. l7. DOUBLE J0153 UNDER ENTIRE BATHROOM AREA UNLE55 07NERW/5E NOTED.
MM. MILLIMETER 50. FT SQUARE FEET MATER/AL5 AND COMMENCING W/TTN WORK. MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT.
M.R. M015TURE 5.5, 5/5 5TAINLE55 57EELl8. THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED 57RAP5,ANGLES,
RE515TANT 57D. STANDARD 21. GENERAL CONTRACTOR AND H15 5L/B5 ARE RE5PON5/BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS SHALL BE MINIMUM 12" THICK AND PROJECT TIES, 5UPPORT5, ETC. A5 MAYBE REQUIRED FOR PROTE5T10N OF 57RUOTl/RE
MTD. MOUNTED S7L 57� OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAWNG5 A5 REQU/RED. 6"M/N/MUM BEYOND ALL FAGE5 OF WALL5 AND P/ER5 UNLE55 OTHERW15E FROM FGNZGES OF NATURE THIS INCLUDES: ROOF TO ROOF,ROOF TO WALLS;
MTL. METAL GENERAL CONTRACTOR 5HALL COORD/NA7E RE5PEC,T/VE 5UBGONTRAGTOR5 N07ED
N.1.6. NOT IN CONTRACT 5TRUCT. 57RX TZ RE/-AL H ALL5 TO WALL5 AND WAL.L5 TO FOUNDATION. THE5E F457FNER5/T1E5
NOM. NOMINAL 5UPPL. 5UPPLY/-1E,9 50 A5 NOT TO GAU5E UNDUE HAR05H/P, DELAY AND INTERFERENCE WITH 28. GROUT USED 5HALL BE NON-FFRROV5 NON-5HR/NK GROUT BY IN-PAKT AND 5HALL BE A5 MRRV BY 51MP50M OR APPROVED EQUAL.
N0./NUM. NUMBER 5U5P 5U5PENVE9 CONDUCT OR WORK.
NSF. NATIONAL T/ TOP OF 22. CONTRACTOR TO REMOVE ALL DEBR/5 CREATED BY SHALL ATTAIN A STRENGTH OF 4,000 P51 IN 7 DAY5.TH/5 WORK FROM THE 19. ALL FA5TENER5 FOR PRE55URE TREATED LUMBER TO BE HOT GALVANIZED.
5AN/TATION 7B. THROUGH BOLT 517E AND D/5P05E OF IN A LEGAL MANNER ON A PffKLY BA5/5 OR 29. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE
FOUNDATION Teo TOP $ BOTTOM
N.T5. NOT TO SCALE TSG TONGUE (f GROOVE SOONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED BY F/BERME5H CO. OR APPROVED
O.A. OVER ALL TEMP TEMPERED EQUAL. M/X/NG AND PLACEMENT 5HALL BE IN ACGORDANGE TO L,
23. AT THE COMPLETION OF WORK, THE 517E 15 TO BE CLEARED OF ALLL9
O.G. ON CENTER TYP. TYPICAL DEBR/5 AND EXGE55 MATERIAL5. THE FACILITY 15 TO BE LEFT BROOM MANUFA67URER5 5PE606ATION5
OPNG. OPEN/NG UL. UNDERWRITERS GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FAGTION
OPT. OPTIONAL LABORATORIES
OPP. OPPOSITE W. UL TRA VIOLET OF THE OWNER FR/OR TO RELEASE OF FINAL PAYMENT. STEEL T�n,a :"11
J ()LD
�1 1'7
PL. PLATE V. VOL T/VOL7AGE 24. THE AR6H/7E5,T HA5 NOT BEEN RETAINED FOR ADMIN15 7RA TION OF THE 1. ALL 57FEL. FABRICATION AND ERECTION 5HALL CONFORM TO A156
PLMB. PLUMBING VB. VAPOR BARRIER CON57RUGTION OF TH/5 PROJECT. SPEG/F/GAT10N5 FOR 57RUCTURAL 57EEL,L.ATE5T ED1TION.
PLYWD. PLYWOOD V.P. VENT PIPE 25. CONTRACTOR5 SHALL COOPERATEW/TH ALL OTHER 7RADE5 AND WHERE
PNL. PANEL VERT. VERT/GAL 2 ALL STRUCTURAL 5TEEL 5HALL BE A5TM A-36,EXCEPT 57RUGTURAL TUBE SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
PR. PAIR W x1b IN/THIWITHOUT REQUIRI� INSTALL ALL BU/LT-lN WORK, SLEEVES, INSERTS,FTG.,AS NHICH 5HALL BE A5 TM A500 GRADE B. AND 5TRUGTURAL PIPE PRICH 5HALL ;.; : �; DATE DESCRIPTION:
PREP. PREPARATIOW REQUIRED FOR A COMPLETE JOB. ozizv P�RMT
PREPARED WOOD BE ASTM A5Ol.
WOW. W/NDOW 26. 5EE N.Y.5. BUILDING GON5TRUGTION CODE MANUAL FOR REQUIRED WOOD �',f" f`~ �' ': r GE/`LRAL NOTA./', 1-EGE110 f,
P.SF POUNDS PER W.H. WATER HEATER FRAME NA/LING 5GHEDULE 3. ALL 57RUC7URAL 5TEEL U5ED A5 EXTERIOR WALL LINTEL5 5HALL BE `',` PRAWOG LYT AND AF-)bREVIATIO/N,/'
SQUARE FOOT .
WP. WA7FR PROOF GALVANIZED.
P.S.I. POUNDS PER a y
rl.. .
-� W7: WE/CHT t � `.• .,-••y .';, .. ,
56UARE INCH
WW.F WELDED HIRE j CAD FILE NAME:
PT. PART/1'O/NT FABRIC �� •� .� � `�,��, '•�'�.�
PVMT. PAVEMENT ;i} . '`
` 2620-CJ'1
N E M S C H I C K, S I LV E R MA N ARCHITECTS P.C. PROJECT TITLE: [DRAWN
NSA PROJECT #:
GOERLER RUIPENCE 02/21/25
the business of ARCHITECTURE." 25-2620
_. - -- _......_ ... _...._..._..........__. - ---------------- _.__ - _. _ __
175 COX LANE
......_.......... .................................. ._.............__............ ..._..
.......... ...................__........ ..............._. DRAWING NO:
__...........__....... CUTC�IOGUE, NY 11955
E
66 EAST MAIN STREET - ................ - .
............................. ..---- ...... .........__._..- _........._. . _. .f NOTEP
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: BY:
Phone : 631 563212"@ Fax : 631 563 2139 www.nsarchitects.com
0 COPYRIGHT 2022 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 96 5 4.5
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF SOUTHOLD T1�BLE 602.3(1) F,45TENIN6 SCHEDULE T/�BLE 602.30) F�STENIN6 SCHEDULE EXTE OIL wiPlDow / PPII R hf>=ADERS
PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE 83012 (I) DESCRIPTION OF NUMBER AND TYPE 5PAGIN6 AND DESCRIPTION OF NUMBER AND TYPE 15PAGINC7 AND NAILING SCHEDULE:
WIND DE516N SUBJECT TO DAMAGE FROM ITEM BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER LOCATION RaWOM34Mr�ranF0"Mr-ac►n►�o►rMwiss
- GROUND SEISMIC WIND ICE BARRIER AIR MEAN N017=:
r+e ro W w4�o 6,w6E ss�at
° DE51 GN FLOOD NOTATON 51M'O.�oN'W N&W-C620(WILM 91W)
5NOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE { FR05T LINE TERMITE` DE51GN UNDERLAYMEN HAZARDS FREEZING ANNUAL. ROOF WALL CONTINUED o A s c D e (AuSTIRM"r&SWLBEINsTAIMMOR TOSIVAn►,a)
LOAD (MPH) EFFEGTSk REGION' DEBRIS ZONECATEGORY WEATHERING DEPTH TEMP REQUIRED INDEX TEMP 4-8d box 3-8d box 2-0• z N 2M I I I
MODERATE TO (2 y2" x 0.1139; or (2 V;2" x 0.1139; or D
25 P5F 128 MPH SEE PLANS SEE PLANS SEE PLANS B SEVERE 3 FT. SEE PLANS SEE PLANS SEE PLAN SEE PLANS SEE PLANS 3-8d common 3-8d common b-0• e W 2M ORN� 5 s s
EXAMINER EXAMINER EXAMINER HEAW EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER 1 BLOCKING BETWEEN CEILING JOISTS 80' a r�zx.4oRrosxa s s s TM MWIMEWnRT9
OR RAFTERS TO TOP PLATE (2 y2" x 0.131")• or TOE NAIL (2 y2" x 0.131")• or Loa to 012x6 4 4 4 KIN6ATTACHMWNfN
3-10d box 3-1 Od box 1-0' 12 02xb s s S c E AL16ND OR RAPTM NO
(3" x 0.128"); or (3" x 0.128"); or WTAn� a KIN6STOMATS
WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS A. OFWMUATEACH 50CFSTRAPM*5
50HEOULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-3 x 0.131 Halls 3 staples I crown 16
s.01M OF SIM STUDS ON THE PLAT OM NOT APPLY TO D000
PER 2020 RE51OBTIAL CODE OF NEW YORK STATE TABLE R3012.I2 SECTION R403.1.6 SECTION R303 4-Sd box I" X 8" AND WIDER SHEATHING TO 9a•, 13/4" Ion O.NMMOF W HEIGHT K4 SM ATEACHSIDEOFHEADER
(2 y2" x 0.1 I3")• or 20 EACH BEARING hider t an I x 8 FACE NAIL D. 0 OF OF 160 NAIL4 EACH
SI IIID T}ROU6H ADJAGBtT KING STUD
3-Sd common END OF HEADS AT EACH s�°E P
FASTENER SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH PER JOIST, 4-8d box I-KH ZOFJAC.KSnMATEAONENDOFIEADEIRS
FASTENER 2 CEILING JOISTS TO TOP PLATE (2 y2" x 0.131")• or
4F00T 6FooT FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 TOE NAIL (2 y2" x 0.113"9or P OF LewU�) LWTRON6HADJAOENTJAOKSnM
TYPE PANEL SPAN <PANEL 5PAN <RADE SPAN 3-I Od box 3-8d common ro ENO of SILUS)AT EACH SIDE(IX M Nor APPLY T,Wo" iib
<_ 4F00 _< 6Foar < 5FOOT MIN. 1/2 IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. (3" x 0.128"); or %MTYP.MAILsU r
:8 WOOD scREw 13ASED INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3-3 x 0.131 nails (2 y2" x ox ") or x/
3-IOd box 1/ 117
AW.+M WITH 2-IN0H I6" IO" 8" MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-IOd box (3" x 0.1289; or LENGTH GEILIN6 JOISTS NOT ATTACHED TO
*lo MME000V SCREW BASED INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3" x 0.128")• or 4 staples, I crown I6
PARALLEL RAFTER LAPS OVER p
#1010012 WITH EK 13 Ib" 12" q" AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER OL05ET COMPARTMENTS AND 3 PARTITIONS (SEE SECTION R802S.2 3-I6d common FACE NAIL o., 1 3/4" Ion 5041.E=N.T5.
EMBEDMENT LENGTH THE PLATE A5 PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH AND TABLE 8802.5.2) (3 y2" x 0.162") or FLOOR
1/4-INCH LA&SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-3" x 0.131" nails
BASED ANCHOR HITS+ I6" I6" I6" 4-8d box
THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILIN6 JOISTS ATTACHED TO PARALLEL (2 y2" x 0.113")• or
2-INCH EMBEDMENT LEN6TH I IOPENABLE. RAFTER (HEEL JOINT) (SEE SECTION
A. TNS TABID Ns BASED "100 MPH ULTIMATE PM16N HIND SPEEDS,v.,AND A ea-Poor MEAN MEAN RXF HUSK 4. , Table R802.5.2 FACE NAIL 3-8d common
B. FASTEIERS SHALL BE INSTALLED AT OPPOSING ENDS of TE HOOD STRL'GTIRAL PANEL. 8802.5.2 AND TABLE 8802.5.2) (2 21 JOIST TO SILL, TOP PLATE OR Y x 0.131"); or TOE NAIL
FA5T3�5 SHALL BE LOCATED NOT LESS nMI INCH PRO14 THE EDGE OF THE PANEL
C. ANCHORS SHALL PEWMTE THROU4H THE EXMIRIOR Kk.L COJERIN6 WITM AN EFEEDM£NT LENGTH OP NOT 4-I0d box 3-I Od box
LEM TNAN 2 INCHES INTO THE PRAMS.AMS.FASTEr�s SHALL BE LOCATED NOT LE55THAN 2 In IW-+M NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS GIRDER
PROM THE ED6e OF THE 02 CRETE BLOCK OR CONCRETE. (3" x 0.128"); or (3" x 0.1289; or
D. PA?aSATTAC+MTOMASONRY ORMA50NRY,5TV4OSFVUBEATTACHED USIN&%nnATON-�SISTANT PER 2020 RE51DENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RE51DENTIAL CODE COLLAR TIER TO RAFTER, FACE _ FACE NAIL 3-3" x 0.131" nails
SECTION MI502 OF NEW YORK STATE SECTION R310 NAIL OR I y4" X 20 GA. RIDGE1cl common EACH
ANCHORS HAVING AN u.TMATE wITr�RnwAL CAPACITY OFWT Less THAN 1,500 POUNDS. 5 (3"Ox 0.145"); or 8d box(2 y X 0.1139; 4 TOE
STRAP TO RAFTER 4-3 x 0.131 " nails RAFTER bd
common NAIL
MINIMUM UNIFORMLY V15TRIBUTED LIVE LOADS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2,V2" x 0.131")• or
PER 2020 RE-51DENTIAL GORE OF NEW YORK STATE TABLE R301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 y2" x 0.1359• or ONE 51DE AND 1 22 BLOGKIN6 TO SILL OR TOP IOd box 6" TOE
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-10d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL
USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUTSIDE 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 SIDE ALSO) 3-3 x 0.131 nails
BUILDING. 5Q.FT. AND A GRADE FLOOR OF 5 SQ.FT.. 4-I0d box OF EACH 3-8d box
UNINHABITABLE ATTICS W/0 STORAGE 10 PSE 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINC75 SHALL 0" x 0.128"); or RAFTER OR (2 y2" x 0.113")• or
ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3 x 0.131 nails TRU55 2-8d common
UNINHABITABLE ATTICS WITH STORAGE 20 P5F 4-I6d (2 y2" x 0.131")• or
INSTALLATION INSTRUCTIONS. FLOOR. 23 I X 6 SUBFLOOR OR LESS TO FACE NAIL
HABITABLE ATTICS AND ATTICS W/FIXI�STAIR 30 P5F 4. 50REEN5 SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (3 y2" x ) or EACH J015T " x box
3-IOd coommommon 0(3" x 0.128 ); or
TERMINATION. INCHES. 0" x 0.1489; or TOE NAIL 2 staples, I crown 6
BALCONIES (EXTERIOR) AND DECKS 40 PSF 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1 3/4" Ion
SHEET-METAL 50REW5 OR FASTENING MEANS WHICH INCHES. (3" x 0.128"); or 3-I6d box
GUARDS AND HANDRAILS 200 P5F ROOF RAFTERS TO RIDGE VALLEY (3 y x 0.135 )• or
EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE 4-3" x 0.131" nails �� �� BLIND AND
6. EXHAUST DUGT5 SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. OR HIP RAFTERS OR ROOF RAFTER 24 2 5UBFLOOR TO JOIST OR GIRDER
„ 3-I6d box nails 2-I6d common
GUARD IN-FILL COMPONENTS 50 P5F BACKDRAFT DAMPER. b. A DOOR OPENING HAVING A THRESHOLD BELOW THE TO MINIMUM 2 RIDGE BEAM (3 y2" x 0.135")• or (3 y2" x 0.1629 FACE NAIL
ROOMS OTHER THAN SLEEPING 40 PSF 7. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box AT EACH
0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM (3 y2" x 0.162")• or END NAIL 25 2" PLANKS (PLANK $ BEAM- (3 y2" x 0.135")• or
3-IOCI box FLOOR $ FLOOR) 2-I6d common BEARING,
SLEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF q 50.FT. AND A MINIMUM HORIZONTAL (3" x 0.128"); or (3,V2" x 0.I629 FACE NAIL
THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36 AS PER SECTION 310.2.3 3-3 x 0.131 nails 3-I6d common
STAIRS 40 P5F 6. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE yLL (3,V;2" x 0.1629
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-10d box
LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRE55URE FOR EXTERIOR WINDOWS, I bd common 24" O.G. (3" x 0.128°) or
MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED 13Y2" x 0.162") FACE NAIL 26 BAND OR RIM JOIST TO JOIST END NAIL
LENGTH AND SHALL BE LISTED AND LABELED IN GLASS DOORS AND ANCHORING PER 2020 RE51DENTIAL 8 4-3 x 0.131" nails
FOOT OF HORIZONTAL PROJECTION WALL PANELS) IOd box (3" x 0.128"); Ib" O.G.
PER 2020 RESIDENTIAL CODE OF NEA YORK STATE TABLE R301.6 ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION R601 „ „ 4-3 x 14 ga. staples,
or 3 x 0.131 nails FACE NAIL
q. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ,: 3((," crown
I. EXTERIOR WINDOW5 AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING 5TUD5 AT Ibd box (3 y2 x 0.135");or 12 O.G.
TRIBUTARY LOADED GONSTRUGTION. BRAGED WALL PANELS) 3" x 0131" nalls FACE NAIL 20d common
TO RESIST THE DESIGN WIND LOADS SPECIFIED IN q INTERSECTING W .
ALL CORNERS (AT (4" x O.Ig2"); or A5 FOLLOW5: 32"
NAIL EAG
AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common Ib" O.G.
ROOF SLOPE ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT (3 y2" x 0.162") FACE NAIL O.G. AT TOP AND
BOTTOM AND
TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common O.G. G
0 TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" TO 2" HEADER12„ EDGE FACE NAIL 5TA66ERED
200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH y2" SPAGER) 16dbox (3)/2" x 0.135");
FLAT OR RISE LE55 THAN 4'PER FT. NOT INCLUDE THE TRANSITION DUCT. 2 O.G. G IOd box OG. T
EDGE FACE NAIL (3" x 0.128"); or TOP AND BOTTOM
20 16 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails STAGGERED ON
(1:3) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE W/2" x 0.113")• or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 5105
NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R301.2.12 INCH LUMBER LAYERS
RISE 4" PER FT. (1:3) TO LE55 II CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL And:
THAN 12 " PER FT. (1:1) I6 14 12 PER R602.1.1 (2 y2' x 0.151"); or 2-20d common FACE NAIL AT
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4-I0d box 3" x 0.128" (4" x O.Ig29; or
RISE 12" PER FT. (I:I) AND �, ENDS AND AT
GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 OF Z/I6" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common I6 O.G. 3-I0d box EACH 5PLIGE
MAXIMUM 5UPPORTIN6: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3 y2" x 0.162") FACE NAIL (3" x 0.128"); or
- AND TWO - STORY BUILDINGS. PANELS SHALL BE IOd box (3" x 0.1289; 12" O.G. 3-3 x 0.131 nails
ROOF ONLY 5'-q" 6'-10" 6'-1" 7'-3" 8'-b" or 3" x 0.131" nails FACE NAIL 4-I6d box
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 5TORY 4'-2" 4'-II" 4'-5" 5-'3" 6'-2" PRECUT AND LABELED WITH ITS LOCATION OF USE, f5-16d common FACE NAIL ON (3 y2" x 0.135")• or
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.7 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 (3 y2" x 0.162")• or EACH SIDE OF 3-I6d common
2 STORIES V-2" V-q" 3'-5" 4'-0" 4'-q" DOUBLE TOP PLATE SPLICE AT EACH
SITZUGTURAL MEMBER ALLOWABLE RESIDENTIAL CODE OF NEW YORK STATE TABLE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 y2" x 0.162")
H = SPAN HEIGHT DEFLECTION NOTES: R301.2.1.2, OR SHALL BE DESIGNED TO RESIST THE (3 y2" x 0.135"); or OR RAFTERS J015T OR
(MINIMUM 24 4-IOd box RAFTER FACE
L = SPAN LENGTH, 1. HEADER REQUIRES 2" MIN. 50LID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP 5PLIGE (3" x 0.128"); or
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 4-3" x 0.131" nulls NAIL
3:12 WITH FINISHED CEILING NOT ATTACHED L/180 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 nails SIDE OF END 2-10d box (3" x 0.128");or EACH END
TO RAFTERS MEMBER5 TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO J015T 2-8d common (2 �" x 0.131" TOE NAIL
INTERIOR WALLS AND PARTITIONS HAW DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS
NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common 161, O.G. ITEM INTERMEDIATE
FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW YORK STALE BOTTOM PLATE TO JOIST, RIM BUILDING ELEMENTS OF FASTENER EDGES (IN.)
(3 y2" x 0.162") FACE NAIL SUPPORTS (IN.)
SECTION R302.6 14 JOIST, BAND JOIST OR BLOCKING I6d box WOOD 5TRUGTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO
CEILINGS WITH BRITTLE FIN15HE5 (NOT AT BRACED WALL PANELS) „ �: 12" O.G. FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (5EE TABLE Rb02.3(3)
L/360 (3 Y2 x 0.135 )• or
(INCLUDING PLASTER AND STUCCO) 3 x 0.131 nails FAGS NAIL
SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING)
CEILINGS WITH FLEXIBLE FINISH1:5 3-I6d box 3 EACH 16" O.G. bd common (2" x 0.113")
L/240
(INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 y2" x 0.135"9• or FAGE NAIL „ - „ nail (subfloor, wall)
15 JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EACH 16" O.G. 30 3/s y2 b 12�f
APPLIED TO THE GARAGE 510E (3 y2" x 0.162")• or FAGE NAIL nail (roof)common (2 y2" x 0.131")
ALL OTHER STRUCTURAL MEMBERS L/240 (AT BRACED WALL PANEL)
4-3" x 0.131" nails 4 EACH I6" O.G. 8d common (2 y2" x 0.131")
EXTERIOR WALL5- WIND LOADS WITH L/360 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD FACE NAIL 31 1%2" - 1" (9 12"f
PLASTER OR STUCCO FIN15H OR EQUIVALENT 4-8d box nail
(2)`:2" x 0.113")• or IOd common
EXTERIOR WALLS- WIND LOADS WITH (3 12
x 0.148 ) na11• or 6
OTHER BRITTLE FINISHES L/240 STRUCTURE(5) SUPPORTING FLOOR/GEILING ASSEMBLIES NOT LESS THAN I/2-INCH GYPSUM BOARD OR 3-I6d box 32 I y8" - 1 y4° 8d common (2 y2" x 0.131")
USED FOR SEPARATION REQUIRED BY T H15 SECTION EQUIVALENT (3 y2" x 0.135")• or deformed Hall
EXTERIOR WALL5- WIND LOADS WITH 4-8d common TOE NAIL
FLEXIBLE FIN15HEB L/120 GARAGES LOCATED LE55 THAN 3 FEET FROM NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 y2" x 0.131"); or OTHER WALL SHEATHING "g
APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS 4-I0d box I y2" alvanized roofing
ALL OTHER STRUCTURAL MEMBERS L/600 A DWELLING UNIT ON THE SAME LOT THAT ARE WITHIN TH15 AREA (3" x 0.128"); or IVY STRUCTURAL nali,�X(," head diameter,
3 6
16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLUL05IG FIBERBOARD or I �" staple 16 ga., or
3-16d box 5HEATHING I" crown
UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RALE „ 3
(3 y2 x 0.155"); or I /4alvanized roofing
PER 2020 RESIDENTIAL CODE OF NEW YORK STATE R302.7 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 8303.4 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE M1505.4.3 2-I6d common 25/32" STRUCTURAL. null, �6" head diameter, 3 6
(3 y2" x 0.162")• or END NAIL 34 GELLUL05IG FIBERBOARD or I �" staple 16 ga., or I"
ENCLOSED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box SHEATHING crown
BY A DOOR OR ACCESS PANEL- SHALL HAVE WALLS, 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
UNDER-STAIR SURFACE AND ANY 5OFFIT5 PROTECTED TESTED WITH A BLOWER DOOR AT A PRE59JRE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 xTOTAL 3-3 x 0.131 nails nail; staple galvanized,
3-IOd box 35 y2" GYPSUM „ „ 7 7
ON THE ENCLOSED SIDE WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 x(NUMBER OF .. 1 y2 long; I y4 screws,
(3" x 0.128")• or SHEATHING D type W or S
/2 -INCH (12.7 MM) GYPSUM BOARD. NI102.4.12 THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + I)1 TOP PLATES LAPS AT CORNERS yp
' 17 2-I6d common FAGS NAIL s ��
WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS I /4 clalvonized roofing
ACCORDANCE WITH SECTION M1505.4 (351, x 0.31" nor t p
3-3" x 0.131" nails 36 s �� Hall; s a le galvanized, 7 7
/8 GYPSUM 1 5/e" long; 15/8" screws,
MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING"D type W or 5
AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 y2" x 0 or
2-8d common mon WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT To FRAMING
2
AREA TO BE 18 1" BRACE TO EACH STUD AND (2 y2" x 0.131")• or FACE NAIL bd deformed
VENTILATED VENTILATION RAPES PLATE 2-I0d box (2" x 0.120") nail; or
(3" x 0.128"); or 37 3/4" and less 8d common 6 12
KITCHENS 100 CFM INTERMITTENT OR 25 2 5ta les at I /" (2 y2" x 0.131") nail SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
GFM CONTINUOUS 3-8d box 8d common DATE: DESCRIPTION:
BATHROOMS # MECHANICAL EXHAUST CAPACITY (2)12" x 0.113")• or 38 .T „ - (2 y" x 0.1319 nail• or 6 12 , '. .- , 02/21/2-5 Pr-RMIT CODE COMPLIANCE
TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 (2 y2" x 0.131") or /e 1 (2 y2" x 0.120") nail I`f c NOTE/•& ULTAIL J•
2-Sd common 8d deformed
CFM CONTINUOUS Iq I X 6 5HEATHING TO EACH FACE NAIL 1
BEARING 2-I0d box 10d
O common) I
(3" x 0.128„)• or (3x 148nail or
5 aes, crown 3q 1 y8" - I V4" a orme 6 12 ``,�'' - `"•'--.... `! ° CAD FILE NAME:
a., 1 '5/4" Ion 2 y" x 0.120" Hall -
2620_CY2
PROJECT TITLE: DATE: NSA PROJECT #:
NEMSCHICK OILVERMAN ARCHITECTS P.C. GOERLER RUIUMCE 02/21/25 25-2620
\x
the business of ARCHITECTURE."
5175 COX LML
- ....._.......... --...__-...... ................................................ ............. .._............. ................_............... ........ ................_.......................... .........__..............._ _._...... ................... .................... ......... .............................. ....... ... ......................................_...._........_ .........._...... SCALE:
DRAWING NO.:
CUTCHOGUE, NY 11955
66 EAST MAIN STREET � IIIIIIIIIIIP 11 �-�-- ���--
PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: C -21
Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2022 NEMLV
SCHICK SERMAN ARCHITECTS P.C. iOOO 96 5 4.5 NM
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PATCH 5/DING A5 R50 t?
TO MATCH EXISTING(TYP)�
EX. FIRST FLOOR HT.
GRADE ® ,a ,® SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:
�( DATE: DESCRIPTION:
02/2123 PERMIT PLOT PLAN, PARTIAL FLOOR PLAN,
EX15TING 56REENED IN PORCH TO BE ENCLOSED A5 AN ELEVATIONf AND/ECTION
EA _ 1 / — UNCONDITIONED THREE 5EA50N5 ROOM.5
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2620A-1
#:
NEMSCHICK .SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT
GOeRLeR R�.J'IDE/1C�
02/21/25 25-2620
the business of ARCHITECTURE."
... _.......
........................................ 5175 COX
- — — SCALE: DRAWING NO:
__. __...._._.._._._.._ CUTCI�OGU�., NY 11955
66 EAST MAIN STREET
__ _.._._......._____... ----------- A,/'NOTED
PATCHOGUE, NEW YORK 11772
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com
�COPYRIGHT 2022 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 96 5 4.5 /im