HomeMy WebLinkAbout47048-Z Z�:s
Town of Southold 12/11/2022
P.O.Box 1179
�. 53095 Main Rd
oy p� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43674 Date: 12/11/2022
THIS CERTIFIES that the building DECK
Location of Property: 2150 The Long Way,East Marion
SCTM#: 473889 Sec/Block/Lot: 30.-2-125
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/15/2021 pursuant to which Building Permit No. 47048 dated 10/28/2021
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:
rear deck addition to existing single family dwelling as applied for.
The certificate is issued to Higgins,Daniel&Meredith
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 1
ACoSnature
ao�suFfi,r�o TOWN OF SOUTHOLD
�y BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
oy • o� 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#: 47048 Date: 10/28/2021
Permission is hereby granted to:
Higgins, Daniel
2150 The Long Way
East Marion, NY 11939
To: Construct attached rear deck at existing single family dwelling as applied for.
At premises located at:
2150 The Long Way, East Marion
SCTM #473889
Sec/Block/Lot# 30.-2-125
Pursuant to application dated 10/15/2021 and approved by the Building Inspector.
To expire on 4129/2023.
Fees:
- SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $315.20
CO-ADDITION TO DWELLING $50.00
Total: $365.20
Building Inspector
v OE SOUIyo
* # TOWN OF SOUTHOLD BUILDING DEPT.
631-765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ eSULATIOWCAULKING
FRAMING /STRAPPING [ NAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
R rR:
TIP
DATE o '1/ INSPECTOR
AM P Architecture Address:10200 Main Road,Unit 3A.PO Box 152,Mattituck NY 11952
Phone:(631)503-9092
Design + Build
RNov.,3
.p 2022 ED
,
November 21,2022
BUILDING DEPrP.
TOWN OF SOLr OLD
RE: Higgins Residence
2150 The Long Way
East Marion NY
To Whom It May Concern,
Based on my inspection at 2150 The Long Way,the footings,framing and strapping,on the deck were all
completed and installed per NYS Building Code.
Please contact our office if you have any questions.
Thank you, _
I
Anthony Portillo,RA,LEED AP
�(•� Cts^a;•-,- ,iy'- .r�
FIELD.INSPECTION REPORT. DATE COMMENTS
FOUNDATION(1ST)
-------------------------------
FOUNDATION(2ND)
z
ROUGH FRAMING.& t�
PLUMBING
tA
INSULATION.PER.N.Y. .
STATE ENERGY CODE
111101CCAf
h
FINAL ,
ADDITIONAL COMMENTS
"aa + B. re 5a
O
N z
o�°S�FF�1�°oma TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�oi °owe Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only � n
PERMIT N0. / 0 Building Inspector:
UL I 5 2ki _
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
TOWN OF SOU I"HOLD
Owner's Authorization form(Page 2)shall be completed.
Date:10/15/21
OWNER(S) OF PROPERTY:
Name:Daniel Higgins _ - ----__--_ scTM#s000- 36- a--
Project Address:2150 The Long Way East Marion NY 11939
Phone#:631-655-3714 Email:higginsmarine@icloud.com
Mailing Address:2150 The Long Way East Marion NY 11939
CONTACT PERSON: `
Name:AMP Architecture
Mailing Address:1075 Franklinville Rd, Laurel NY 11948
Phone#:516-214-0160 Email:jmagee@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:AMP Architecture - Anthony Portillo
Mailing Address:1075 Franklinville Rd, Laurel NY 11948
Phone#:516-214-0160 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
i Mailing Address:
Phone#: Email:
'DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
(]Other New rear deck $
o
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RN
1
PROPERTY INFORMATION
Existing use of property: &1ngU-fWq Pe.si&,96e Intended use of property:S.. e- FaT�j
)2eSiC,'blfe'
Zone or use district in which premises is situated: Are there any covenants�and restrictions with respect to
�� l V this property? ❑Yes I✓_INo IF YES,PROVIDE A COPY.
Check Box Auer Reading: The owner/contractor/designprofessional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described..The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210A5 ofthe New York State Penal Law.
Application Submitted By(print ame): p I'll GhI C �' jeg ver uthorized Agent []Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
``''�SS:
COUNTYOF_Sy 61Y, )
� p (AlliT C– being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above damed,
(S)he is the GQf- +
(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.
BARBARA H. TANDY
Sworn before me this _ Notary Public State Of New York
No. OITA6086001
da of Ouellfied In Suffolk County
�— Y .20 aL Commission AMT-4
Notary Public
PROPERTY OMINER AUTHORIZATION
(Where the applicant is not the owner)
q ( f +' 9
+-'-f residing at
do hereby authorize A M P A rcJ %1--e Lhly-, , (F L�6 to apply on
my be to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
SITE PLAN HATCH KEY:
® PROPOSED DECKE v F PUE Q
OCT 1 5 2021 w z 0
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41 1 11
BUILbIN ,sitar. I- e-1
TOWN OF SOUTHOLD Q I U- 1W
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513°56'20"E _ 3_q.53 _51✓°3`�30"E _ - 40=52
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L�APPROVED AS NOT D I F O J E G T S G O P E : `O �
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DATE: �_�c�. B.P. # 1 _
� QQ( ,QQ PROJECT LOCATION &SCOPE >- �' m
FEES `b BY: I - NEW Ih'D X 18'N FRAME DECK SITE PLAN &ZONING DATA 0
NOTIFY BUILDING DFP4PTMENT AT
765-1802 8 AM T(7 '�! FOR THE I @ REAR OF EX15TI NC RE51 DENGE GENERAL NOTES o
FOLLOWING INSPEQ')0`ES: Q W
1. FOUNDATION - T!N,l REQUIRED
FOR POURED CONCRETE � ®���"1= DATA :: � O� .00 PROPOSED DECK PLANS � op
2. ROUGH - FRAMI� 3 PLUMBING 1 I 1=/ DESIGN DETAILS Z � O
ri
3. INSULATION
4. FINAL - COrJS' "ION MUST
rl
BE COMPLETE F(,;P C.O. PROJECT / ZONING DATA
Z >: 4
ALL CONSTRUCTi4: 1� SHALL MEET THE i Q Z �
c
REQUIREMENTS OF -HE CODES OF NEW TAX MAP # 1000-50-2-125
YORK STATE. NOT RESPONSIBLE FOR I ^ T5ACK ,^
W
DESIGN OR CONSTRUCTION ERRORS. 51„/ RAR YARD SE _ ri
ZOMN6 DISTRICT R-40 --- - _ .
�f„ `.CRSS CF � O � yI
PR NGIPAL BUILDING
Ht Q
• � EN�lELOPE LOT AREA 0.54 ti� ��� O
�� 1� FEMA FLOOD ZONE X GR
ry
a-� n Ix
LOT GOVERA5E ' .
ICE--
I- g �-1�,, _: till I N LOT
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n I'JJ'-) I I-�� 4 lu 1t41)._.a L..
' r ({/J r"l�`�� I DESCRIPTION (FOOTPRINT) AREA GOA � 30 ��SNCRs e ~
TOTAL LOT AREA i 22,110.0 S.F. SUBJECT PROPERTY U J I I •o. �
EXISTING HOUSE 1,534.0 S.F. 6.g5E, Q
O O.HALC ' �i55
1,1--,a°vYL''�, ' ATE & TOWN CODES
Fad. V jUlr � AND CONDITIONS OF � PROP05ED DECK 288.0 S.F. 125%
�? p
_ I
_- S0U T HOLD TC`v 41N ZBA TOTAL AREA OF ALL STRUCTURES 2020.6 S.F. 4.155 s �o
I I I
SOUTHOLD TOWN PLANNING BOARD
""MAXIMUM LOT COVERA6E ALLOHED - 2055
4�
SOUTHOLD TOWN TRUSTEES
DECI 1 1 p
e by 3Q
E i"IP1 STORM WATER RUNOFF
51TE LAYOUT NOTES:
I,Ui 1SUPM' TO CHAPTER 236 I I I I. THIS 15 AN ARCHITECTS PLAN 4IS LOCATION MAP
� SUBJECT TO VERIFICATIONN B BY A LICENSED
Cr THE TOWN CODE, v SURVEYOR. THE INFORMATION
REPRESENTED ON THI5 SITE PLAN 15 TO THE
ARCHI'TECT'S BEST OF KNOHLEDOE. G T5
I
131
IW 2.SURVEY INFORMATION HAS OBTAINE=D
.....y .. - .�.. -..•� *� N FROM A SURVE=Y DATE=D-1/24/0(o AND
� Q 1 PREPARED BY: NOTES $ SPI=G SPECIFICATIONS ON5 GARPENneY
!Y WOOD FRAMING MATERIAL STANDARDS FGUPIDATION.CONCRETE.AND MAOCURY
i I 14 BURTON BEHRENDT SMITH IT 15710 C40N kTONS ResPn IJTY TO KW-I"C.00716TI0N V0a*VW DFWW 1.ALL LUMBER SHALL BE DOUGLAS FIR LARCH 02 # BETTER(Fb.679)UNLESS THE pROVI51oN5 OF THIS STANDARD ARE NOT INTEIVED To PREVENT THE USE 1.CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUPDAIMON AS IT
244 EAST MAIN ST. r0OCTICR AT AIL TIM3.IT b ALW TNN•CONIRAGTMR 5 RI'SPON5IBIUTf To IMAD ALL Hates, OTHERNSSE QED' or ANY MATERIAL OR METHOD OF COLSTRUGTIOi NOT SPECIFICALLY APPLIES TO TE NEW WORK BEING PERFORPIED AND SHALL COORDINATE THE
V EGIrIGAT%M,AND Be PAHLIAMZtP WM T4!PLANS PRIOR TO WORK PRESCRIBED HEREIN.WEEN IT CAN BE SHOWS,AND T
IE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
UE N.Y. 11772 2.ALL LUMBER IN CRAK-SPACES TO BE Ib
PATGH06 'ABOVE SCRATCH GOAT.MAINTAIN JURISDICTION FH75 13Y EXPERIENCE,MOVELINO,OR TESTING BY AN APPROVED THE FIRST AND SEWHIP FLOORS ARE TAKEN INTO ACCOUNT.
< Q I TELEPHONE: (651) 415 0361 b'MIN.POUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE rROVIM3 EQUIVALENT OR
CENMAL GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT opt PROCEDURE 2.ALL FOOTIN65 TO BEAR ON FIRM,VIR61N,UNDISTURBED SOIL
rI TO START UNTiL APPROVED PLANS ARE OBTAINED FROM THE 5.SILL!TO BE P.T.AND 5EGJRMY FLASHED WITH A TERMITE SHIELD,AL50 SHALL Be DEEMflD TO CONFORM TO THE REG UIRIMN7e OF THIS DOCUMENT
i I I Ul APPLICABLE� DEPARTMENT. PROVIDE SILL SEALAN3ULATION.SIZE OF SILL TO BE(2)2'xb',UNLESS N 2'Sc6' (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE AJRRENT AMERICAN WOOD 5.SOIL TO HAVE MIN.BEARING CAPACITY OF(1)TON/So.FT,U,O.K
Qlei NEG�6ARY TO MATCH FLOOR HEiSHT5 NTN THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND TEAS P5 FORMAT,AS
- I I Q 2 ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN UKE MANNER.
4 AT FLUSH FRAMING USE 16 GAGE METAL J015T5 HANGERS BY`TOGO'OR APPLICABLE AS A DERIVES?WORIO. 4.FOOTIN65 TO REST A MIN.OF 4'-0'BELOM GRADE,UNLE55
ALL DIMENSIONS,CONDITIONS,AND APPLICABLE RFOW-IATION OF EXISTING OTTERWI5E NOTED
N I 5TRIUCTURPJSITE SHALL BE FIELD VERIFIED BY 6ENIMAL GONTRAGTOR. "''E` 1.IDENTIFICATION,ALL 5OUD-!AMM LUMBER,GLIM LAMINATED TIMBER,
PR91AENRICATED WOOD I-JO15T5,5TIRUGTURAL GOMFVVTE WA
LUMBER, 5. ILS TO BE POUIMD CONCRETE OF SIZE SHOWN ON DRAWINGS,MOO
S.ALL WORK SHALL.C 0 FOW TO NATIONAL.,STATE,AND LOCAL GODE9 5•MINIMUM,DOUBLE HEAVERS AND TRIMMERS AROUND ALL OPENINSS IN PREFABRIGATED,WOOD TRUSSES,OYPSUK HARDBOARD,AND STRUCTURAL
- I I AND AUTHORITIES HAVENS JURISDICTION. FLOORS,ROOFS,AND WALLS. PANELS,SMALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6.NO BACK FILL SHALL BE PLACED ASAIN ST FOUN>PATION WN15
4.ALL UNNOTED Olt NON-VISIBLE EA61EF4ETIT5 ARE THE RESPONSIBILITY b.DOUBLE ALL JOIST'S UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, RULES SPECIFIED IN 1.1•THROUSH ID. UNTIL RT TIER of FRAMING 5 IN PLACE.
OF THE ON ER/BUILJVER U.Ox I.I.LUMBER,ALL WOOD FESS USED FOR LOAD-BEARING PURPOSES, 7.POOnNSs TO BE POUtED CONCRETE OF SIZE 5HOM ON MAKINGS.
1.ALL BEAMS,GIRDiERS,ETC.TO HAVE MIN.OF 3-1/2'BEARING
INCLUDING,
T�'HE 6RADEMIARK OF LIN-IBM GRADENS INSPECTION AoSEWYUMEIM SHALL BE 'ED 6.ALL OPERMGS FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED IN-
5.ANY OMISSIONS OR D15GREPANGiES of PLANS AND/OR JOB GOVDITIONS PARTICIPATES ACCREDITATION IN AN _
SHALL BE CLARIFIED MATH THE ARGHiTGGT/ENGINEER BEFORE PROGEIDIN6 6.MIN.HEADER TO BE(2)2'x10'UNLESS OiHMM15E NOTED. AMERICAN WOH LUNBB2 STANDARDS COMMITT�5WIIVVALENT.TIHEAS TT E SOLID WITH CONCRETE.
NTH THE WORK. Z
6RADEMARK SHALL INCLUDE AN EASILY DI5TNW5HABLE MARK OR 4.ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE G-008. W
b.No DEVIATIONS OR CHANSE3 TO THE 9TI2UGTTJRAL SY57EM SHALL BE MADE q.ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I5IGNIA OF THE GRADING AGENCY MC44 GOMPLIS WITH THE 2
ULE55 APPROVED BY THE ARGHITECTA5W NEB2. F.T. REGUIREMNT5 OF U5.DEPARTMENT OF COMMERCE P520-011q. 10.ALL CONCRETE TO HAVE AN ULTIMATE G40MPRMS6ME STRBi9TH AT 2b
1-7
DAYS OF 4,000 P5.1,UOTL 0
7.CONTRACTOR 70 VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10.ALL EXTERIOR SHEATHING SHALL BE NAILED AS FASTE IN6 SCHEDULE 1.2.CLUED LAMINATED TIMBERS,BLUED LAMINATED TIMBERS SHALL MEET
BEFORE THE START OF FRAMING ON PACE 0-003.GEWRALLY,SHEATHIN6 15 OF V2 TNCKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 40J STI"TURAAL GIJUED LAMINATED It.GONG.SLABS TO REST ON MIN.OF 6'FINE GRAVEL OR SANT WITN
18.0' 1FROOF OR RAND 19 OF -VX ee OR DIFFERENT DIN ESS T HM"S REQED SE FLOOR W PLANS TIMBERS. b MIL,POLYETHYLENE VAPoR BARRIER UAJB2
b.DRY W LLS AS REGLUIRED ESY STATE AND LOCAL GODE5. APPLICABLE. 1.5.PREFABRICATED WOOD I-,JOISTS=A�EMBL,IES U51N6 PREFABRICATED 12.COPPER FLASH ALL JOINTS WERE SLAB ABUTS FRAMING.
4.DO NOT SGNf ORAWNG5,MRIT7LT4 DINT LyIONS TAKE PRLf.�ENGE V4000 N-J015TS SHALL MST THE PROVISIONS OF ASTM D5O55
rx/PROP. I II.SUB FLOORING,6EHERALLY,TO BE OF 3/4'THICKNESS AND OF COX 6RAVE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13.BRIM VENEER TO BE AN04ORM NTH CORROSION RESISTANT TIES-
O/ 10.OWCR/BULDER ARE RESPONSIBLE FOR All INSPECTIONS,APPROVAL!, NAILING AS PIER FAST ERIN16 SCHEDULE OR PAGE 6-005 AND GLUED,UON. STRUCTURAL CAPACITIES OF PREFABRICATED HOOD 1-JO15T5.THIS (1)WALL TIE PER((3)SQ.FT.
�//FRAME DOCUMENT,THE WVIERNAN6 BULDINS GODS AND ANY ADDITIONAL
DI=CK I CERTIFICATES,GBRT,of OCCUPANCY OR GOMPLETON AND U.L.APPROVE. 12.EXTERIOR SHEATHING TO BE GOVEIMD NTH TYVEK'HOUSE WRAP OR REGUIRIENENTS As SET FORTH IN THE MANUPACIURER'S GODS 14.FLASH JOINT AT BRICK LM76E AND PROVIDE WEEP HOLES, Q
11.THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVEDEW
AL. EVALUATION REPORT. MAX.32'-0'04,TO DIRECT ANY CONDENSATION TO THE EXTERIOR-
125
XTERIORI2.5' I ANDHALL NOT ALALTEREDoR BE IR79'RODUGED NTHIOUT WRITTEN 15.BLACK EXTERIOR STUD WALLS AT HALF HEIGHTS AFD AT
PERMISSION FROM
THE ARGHITIEGT. 1.4.STRUCTURAL COMPOSITE LUMBER.BER.SI SLE M�OR ASSEMBLIES 15.APPLY(1)GOAT OF TNR BASED WATERPROOFING TO EXTERIOR Cr FOUND.
UN SUPPORTED EDGE SEAMS OF EXTERIOR 5MEATHINO. MIND 5TRUGTURAL COMPOSITE UA-VIER.SHALL MST THE PROVISIONS OF FROM FOOTiN6 TO 2'ABOVE FINISH CRADE.
FOR SUPEASTM 05456 STANDAR°SPEGFIGATTON FOR EVALUATION OF PROJECT:
d- 43.0 I2.THE ARCHITECT IS NOT RETAINED FOR of THE WORK AND 15 \�
RESPONSIBLE FOR DESIGN INTENT ONLY. 14.PROVIDE'X'GR055 BIRA,GR40 AT JOIST'S,STUDS,AHD RAFTERS WEN SPANS 5TRUOTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCU•ETj T'HE M.NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
EXCEIED 6'-0'AHD AT EVERY 9-'-0'. GOVERNINIC BUILDING CODE,AND ANY ADDITIONAL REGUIREN4EdT3 AS OF 40'F AND FALLING,UNLESS APPROVED BY ARGHITEGT/orAmEEBR NO
1I1 -
15.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON PROZEN 5URFAGE5.
ED AT CORNERS,SEE ALSO PAGE H I G G I N S
6-00'3. 15.PREFABRICATED WOOD TRUE6E5,A 5EMEILIES USING FREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
lD � 14.THE T THE COMI' SHALL KEEP ,THE
REASONABLY ALL R vI ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/9dGINEFR.
I- TINES.H, THE COMPLETION,T WORK,THE CONTRACTOR SHALL AVE W E ALL Ib.APPLY ALL CONDITIONS ADORE55ED IN P"ITNIN6 SCHEDULE A5 6OVERNING BUILDING GORE,AND ANY ADDITIONAL REGUIREMENT3 AS
- BIGGISH,WASTE MATERIAL .TOOLS.ETC CI.FAN BLA55 AHD LEAVE WORK
13R,OBROOMGLEgN_ NECESSARY. SET PORT+IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE Ib.PROVIDE BITUMINOUS JOINTS BET!^L°Bd SLABS AND FOUNDATIONH�VJJ.S AND
GONEGTED WOOD TRUSS CONSTRUCTION,THE TRUSS CM16H DRAWINGS, W4EERE EVER APPLICABLE
DECK
2 STORY FRAMEI5.THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AFD SENEWAL I7.PROVIDE ALL NAILING AM STRAPPING ADDRESSED CN PAOM 0,-005. OR THE MANIFAGTURER'S GODS EVALUATION REPORT.
LIABILITY INSURANCE ALL SHALL COMPLY NTH STATE AND LOCAL CODES 1q.UNLESS OTHB2N5E INDICATM ALL FOUNDATION FOOTINGS ARE TO BE A
01 HOUSE AND GARAGE t" AND ORDINANGS. I8.AT'WET WALL'PARALLEL To Jols75 FRAME DOUBLE JOIST As PER GODS Ib.GYPSUM, 6YPSaJM MATERIAL USED IN 57RUGTLRAL APPLICATION SHALL MIN.10'DEEP PROJEGTIN5 6'ON EACH SIDE OF THE FOUNDATION WALL.
I 6BERALLY,SEPARATE DOUBLE JOIST THE THICIOE55 OF WALL ABOVE SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSU4 PROVIDE TWO R4 DEFORMED BARS CONTNJOU5 IN THE FOOTING.ALL 4'THICK
2.0' 5.2' I6.THE CONTRACTOR SHOULD FULLY 6UARANT9E HAS WORK AND THE WORK or FLOOR SHALL NEVi-'Ti EXCEED A Ib'SPAN. WALLBOARD,ASTM G3T SPEGIFIGATION FOR GYPSUM LATH,OR A5TM`C M CONIOF E M SLABS TO HAVE 6x6 10/10 1^ELDBD WIRE REIN FORCING.
20.3 i
THE SUB-GONOF PROJECT.
FOR A PERIOD of AT LEAST ONE YEAR AFTER Iq.AT ROUGH OPENINS5 PROVIDE ALL APPLICABLE NAILM6 AND STRAPPING SPECIFICATION FOR GYPSl1M SHIFATHING BOARD.
2150 THE LONG WAY LANE
GOM4ia ETON of PRO ECT. FIED
AS PEP PAGE G-003. 17.HARDBOARD,HARDBOARD USED IN A STRUGnJRAL-APPL.IGATION SHALL /SLS IN SOLI 5o1.FOR SECOND 5R�OT C0MTTiONTINTH AAN EXIISST.FFAOTIO'TINNtS OAF MIINN..Ib NVE x 6•
- D TT.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OMA•A3a,
MEET THE PROVISIONS OF ANSI/AHA AIWA BASK HARDBOARD OF DEEP# 5'-0'BELoW CRAVE EAST MARION NY 11939
N AROHITE CTJENGINEEK AND THEIR AGENTS AND EMPLOYEES FROM AND 20.'P.T.'SPECIFIES PRESSURE PR /ATIVE3.Y 7RPATED LUMBER IN AN51/ANA ALMA HARDBOARD SIDING.
AGAINST ALL CLAIMS,VAMA6 5,L056E5 AND EXPENDS,INCLUDING Au��DANGE W/A&VA G22:P#VFM DRILLING AND/OR GUTTING OGGUR5,FIELD f f
ATTORNEYS FEES AA151Ne OUT OF OR RE5ULTIN6 FROM THE PERPORNIANGE OF TREAT LUMBER W COPPER NAPTHHENATE WHICH SHALL CONTAIN 2%COPPER IA STRUCTURAL PAN".
TT- - THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE(N FETAL BY REPEATED BRUS1IN5,DIPPIN5,OR SOAKING UNTIL THE WOOD
- 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE ALSO,FOR HARDWARE USED WIT P .LJUM IE R, Ib.l.PLYWOOD,PLYWOODAP
USED IN STRUCTURAL PLICATIONS SHALL I. ALL MECHANICAL CONNECTIONS SPECIFIED AS"SIMPSON'MAY M
COVERED ERED PORCH INJURY TO OR DESTRUCTION OF TANGIBLE PROPIBRTY(OTHER THAN THE WORK M�AGTTT�5UOG INSTALL
HAFtC ,AJMNAITHAT
5GR YU�ECIFIE B PA.T.LUMBER
R BOLTS. VOLUNTARY� T SMS.DEOW L C DCOMMERCE EPARTMENT OF
TIMED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE'
LT 1T5FLF INCLJADIIG THE LOSS OR USE RESULTING THEREFRaV.(a)15 CAUSED IN ETC.FOR LOCATIONS SUCH A5, LEECIOM LSD,SSM.PLATE,DECK CON5TRUGTION, INDUSTRIAL PLYWOOD,U.S.DEPARiM1NT OF COMMERCE VOLUNTARY 2. THE WBSTITvnoN SHALL MEET ALL OF THE MINMEJNI CRITERIA 5PEGIflED
t WIOLE OR IN PART BY ANY NE6LISENNT•ACT OR OM15MON OF THE
20.0 I CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC.ANY REFERENCES TO CGA ARE TO REPLACED NTH P.T. PRODUCT 5TANDARD 2(P52)Pl IMMIA 2 STANDARD FOR BY'SIMP5O4'MAWFAGTUREiR.
EMPLOYED BY A-W OF THEM.OR ANYONE FOR W405E ACTS ANY OF THEM MAY Y 00"A S D 5TRucTURAL•-USE PANELS.APPLICABLE COVE PROJECT LOCATION &SCOPE
i PBE ARTY LE RE IF H�EUFDER OR NOT IT 15 CAUSED M PART BY A 21.LVL(LAMINATED VENEER LIA- i DENOTES EITHER OF THE FOLLONNG, EVALUATION REPORTS, 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCESD VALUES
A.TRULS;a JOIST WMILLIAN LAE MIGROAM IDIGATED IN'SIMP5ON'PRODUCT LITERATURE THE=RE MAY M SEVERAL. SITE PLAN & ZONING DATA
S.6EORA PACIFIC,2.0E C-P LAM 1.52 ND ORIENTED-STRABOARD(0515),WAFERBOARD ORIENTED-STRAND LAADILG VALUES,CONTRACTOR SHALL CONTACT ARCHHITEGT IF ANY
CI
M.ALL MATB21AL5,ASSENBLIE5,AND METHOD OF CONSTRUCTION INCLUDING P5L(PARALLEL STRAND LJJMDW VVN07M BOARD OR WAFMBOARD USED IN STRUCTURAL.IONS SHALL_MEET LOADING VALUES ARE LESS THAN WHAT 5 SPECIFIED BY"SIMP"SON'
BUT NOT LIMITED TO FORM 44ORr,BLOCK-WORK,PIRANANB;NAILING,PLACING A.TRUSS DOST WMILL1AN 2.0E PARALLAM THE PROVISIONS OF U5.DEPARTMENT OP GOMMIRCE VOLUNTARY
OF C.ONGRETE,ETC.ARE TO BE GAREtq.LLY 5UPEI"SSEP$Y THE CONTRACTOR ALL TO BE INSTALLED A5 PER MAW.SPEC.'a PRODUCT STANDARD 2 IPSW PERFORMAWE VOLUNTARY PRODUCT 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED
TO BE SURE THEY ARE IN ACCORDANCE WITH THE VRANN95,SPECIFICATIONS, STANDARD FOR WOOD-SA-OeD STRUCTURAL-USE PANS OR
` APPLiCABL.E C 212M AND 60017 PRACTICE.DEVIATIONS FROM THE DRAWINGS 22 1-JOUST FLOOR SYSTEMS SHALL Be IN ACCORDANCE WITH THE J OOD APPLICABLE GODS!VALUATION REPORTS. S. INSTALLATION PROCEDURES sHALL ALWAY5 BE CARRIED OUT A5 PER
AND SPEGE°IOATIONNS LULL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING GORE, MANILFACTUR132 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
AUTHORIZATION OF THE ARCHHTECT/E46INIR AFD AMC ADDITIONAL R.EGUIRENENTS SET FORTH IN THE MANUFACTURMR S ILS.PARTICLE BOARD,PARTICLE BOARD USED IN STRUCTURAL
CODE EVALUATION REPORT APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER PAGE:
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP VRAWIN&5 REQUIRMIENTS AS SET FO"IN THE MANPAGTURER'5 GODS SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
l!1 I NEEDED,UNLESS OTHBRN5E SPECIFIER?.ALL DIMENSIONS AND CONDITIONS 25•NOTCHES IN 7HE TOP OR BOTTOM Wee OF SOLID SAM RAFTERS SHALL, EVALUATION REPORT.
PERTANNIN6 ARE TO BE FIELD VERIFIED. NOT BE CUT IN THE MIDDLE OW-11-ORD OF THE RAFTER SPAN.NOTCHES IN THE 1. VA JATION5 IN CONNECTOR CONFIGURATION SHALL BE APPROVFJ7 BY
Q OUTERRAFTER,
THIRDS O THE SPAN SHALL NOT DEEXrAW SUPPORTS
OF THE ACTUAL IJ3.4.flBERBOARD,FI PROVISIONS
OF IN IA44A ARA!APPLICATIONS ARGH4ITEGT G-00loOO
Q 20.CONTRACTOR TO REMOVE# RELOCATE AS REQUIRED ALL EXISTING WORK RAFTIR DEPTH.WERE NOTCHES ARE MADE AT 5UPiSORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS O�ANSI/AHA AI44.1 CELLULOSIC
W41CH INTERFERES NTH NASA CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAAPIM DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 020&STANDARD SPECIFICATION FOR 6. ALL CONNIECTORS SPECIFIED AS A'S1MP50N'TOP MOUNTED BEAM
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPT AND THE EDGE OF THE CEWA 0510 MEM INSULATING BOARD. HANSH2 SHALL BE ALLOH�TO BE SUBSTITUTED WITH A TOP MOUNTED
M.A"MATERIALS ARE TO 8E INSTALLED AS PER,MA4IFAGTUR825 HOLE SHALL NOT BE CLOSER THAN 2 INGHE5 TO THE TOP OR BOTTOM EVOES __PANEL SVINS USED IN
OF-AM HANSM ONLY AL.ONS NTH SPECIFICATIONS LISTED ABOVE•SPEUflGATIOVS,U �6 NOTED OTH ERASE. 24.NOT61-ES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE RrOAREMENTS OF US.
F 22.PROVIDE PIREEBLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THARD OF THE STUD L ENOTH.NOTCHES IN THE OUTER THIRDS OF DEPARiT•ENr OF COMMERCE VOLUNTARY PRODUCT STANDARD I GENERAL WIN7 PROTECTION CONNECTION NOTES,
THE STUD LENGTH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH. BORED 0'5.10M 6OVMNIING BUILDING GODS,AND ANY ADDITIONAL ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL
HOLES SHALL NOT EXCEED 40%OF THE ACTUAL STIR DEPTH AND THE EDGE
UN PLEASE NOTE THAT NESE PLANS ARE Y TH PROTECTED A CTURA ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/b'TO THE EPSE OF THE STUD. IMPORTS.S. As SET FORT IN APPLICABLE CODE EVALUATION CONSTRUCTION ssTD I0-g9 AND 2018 EBG HIGH WIND EDmoN WOO?FRAME DATE: 10/13/21 1 OF 2
UNAUTHORIZED USE CIDER FEDERAL.LAW BY THE ICHHAS SEVERE
WORKS NOTC44M AND HOLES SHALL NOT OCCUR IN THE SANE CROSS-SECTION. I. A GON'TiKOU LOAD PATH BETMEEN FOOTINGS,FOJHDA71ON WALLS,
coPYRIOFTT PROTECTION ACT O=IggO(AW-PN,NEIGH HAS S>=VBZE PENALTIES.
`` 22.FASTENERS AND CONNECTORS,ALL FASTENERS AHD CO RECTORS SHALL FLOORS,57LOS AFD ROOF FRAMING SHALL BE PROVIDED.
25.FOR NEN WALLS,A PERFORATED SFEARWALL SYSTEM 15 USED.THE C0WORM TO THE STANDARDS 5PEGIFIED IN M 22.1 TROUGH M 2.2.7.
CODES AND INCE STANDARD,
30.00' _ NCONTRACTORS ATTENTION 5 DIRECTED TO THE APPLICABLE DETAILS, 2. APPROVED GOJNEGTOR5,AANGHIOR5 AND OTHER PASTENING DEV c 5 NOT
lr22106 6 t Q I.ALL NEN WORK PENED D-SHACONFORM TO THE 2020 NEW YORK NOTES,AND TABLES ON PACE 0-00'5#6-004.THE FASTENING SCHEDULE 2.2.1.BOLTS,BOLTS SHALL COM21 PLY NTH ANSI/A5NE B 185QUARE AND INIGLUDED IN THEBUILDING STANDARD CODE,SECTION 2506 O=1136 SHALL
L=80.14 - " - STATE BUILDING COON 2020 NEW YORK STATE RESIDENTIAL CODE 2020 5PEGASILS THE RW V NA)LIkS FOR THE SHEATHINS(ANY NAILING HEX BOLTS AND SCREWS(INION SEED IM). BE USED IN AGGORDANGE NTH MANJFAG7URE R'S RECOMMENDATIONS.
FEW YORK STATE PROPERTY MAINTENANCE GODS,AND 2020 NE^I YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENINIS
STATE ENERGY C4N5ERVATION CONSTRUCTION GODS. sC EVULW.HOLD0114,15 OPERATE IN GONJ JW-TION NTH THE FERFORATM 2.22 LAG SGREW5, LAO SCREWS OR LAC BOLTS SHALL COMPLY WTH ANSI/ S. METAL PLATES,CONEGTORS,SCREWS,BOL-T:°S AND NAILS EXPOSED e'
SHEARWALL SYSTEM(INSTALL AS PER APPLICABLE DETAILS#MANN.SPEC-10. ASMI BIBZ.I SGUARE AND HEX BOLTS AND SCR546(INCH SERIES). DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL
2.REFERENCE STANDARD USED FOR ALL WOOD FRAMINS,CONNECTIONS OF HOLDOHM LOCATIONS ARE SPECIFIED ON THE FOR.DA900R PLANS. AREA5 SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ; <'
WOOD FRAMING,AND GOFAEGTiON TO FOUNDATION-2016 WOOD FRAME 2.2.5.TRUSS METAL CONNECTOR PLATES,TRUSS METAL CO NIEGTOR PLATES
G4NS7RUGTIoN MANUAL BY THE AMERICAN FOREST# PAPER,ASSOCIATION 26.COLUMN!BEARING AS POLLOMS, SMALL MEET THE REMIREMENTS OF ANSI/TPI I NATIONAL DES16N 4. WERE WINDOMS AND DOORS INTERRUPT WOOD STRUCTURAL PANE-
(AF#PA)AMERIGANI HOOD COUNCIL(AWG). WOOD F0 TiND TO VE BLOCKED 50LO TO FOUR.WN.L W/ENO GRAIN, 5TNDARD POR METAL PLATE CONNECTED NOW TRUSS CONSTRUCTION, `.'HEATING AND 51DINS,FRAMING ANCHORS OR CONNECTORS SHALL BE
TREATED WOOD#FLASHING. STEEL GOLLIMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE.,AND ANY ADDITIONAL REQUREM154M PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE ST TOS,HEADER STUDS 1.
5.ALL PLU BINC WORK SHALL CON ORNI TO THE 2020 NEEW YORK STATE WALL W SSTEEEL.SHIMS# A MIN.3/4'OP NON-SHRINK,6ROUT. AS SET FORTH IN THE MANUFACTURERS GORE EVALUATION REPORTS. AND AT LEAST ONE STUD AT EACH 5117E OF OPENING.
PLU BINS CODE. SECURE ml(2)1/2'6 ANCHOR BOLT5(4'LONIC EXPANSION BOLTS•
EXIST.WALLS# 12'LONE HOOKED BOLTS O NEK FOUND.WALLS).FOR ANY 2.2.4.METAL C 1NNIECTORS HERE METAL PLATE OR STRAPPING SIZE AND 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OP OPPOSING
T ] E 4.ALL MECHANICAL WORK 514ALL CONFORM TO THE 2020 NEW YORK STATE POSTING b C.M.U.WALL SEE PLAN FOR REQUIRED REINFORCING(e MIN.16' GAGE ARE SPECIFIED,MINIMUM ASTM A655,GTRUGTURAL QUALITY, �GEPT MERE COLLAR TIES OF 1`xb`OR 2'Sc4'L 15
I �( Q I�LHANIGAL GORE ANO 2020 Ni3.1 YORK STATE FUEL 6A5 GODS. LOCATED IN UPPER THIRD O'ATTIC SPACE AND ATTACH TO EACH PAIR OF
LL��.. RIDE 5 COURSES OF SOLID BRICK MASONRY G@NTER®e POSTING.UA.M). GRADE 55 SIM SHALL BE U513D.OTHER METAL COMMTORS SHALL
5.ALL ELECTRICAL WORK SHALL C ORM TO 20R NATIONAL ELECTRIC
HOMEVER,N-EN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIRi3 ENFS OF THE OOV�NIIO BULDINS COTE AND ANY
CODE,HPPA 70 AND 2020 HEMI YORK STATE EMM&Y COW IN A SHEARWALl-ALL ANCHORS MAKING AN ATTAGHNE W ARE TO Be W/ ADDITIONAL R(EQUIRB•ETNTS A5 SIFT FORTH IN THE M4NUFACTLIRER'S b. UPLIFT GOVNEGTORS SHALL�PROVIDED AT FAGH4 RAtRBt BEARING.
CONSTRUCTION CODE STANDARD 5HEA*4ALL HARDWARE(w/NOTED VALUES)# ANCHOR BOLTS. CODE EVALUATION REPORTS. '
H/6.WTH TOP GAPS O STEEBOLT_COLUMNS TO BE MIN. E BENE PLATE L LONG 225.NAIL5,NAIL!SHALL COMPLY WITH A5TM F 1667 STANDARD 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 417'AND EVERY
W/b'RISE# U, (2) A BOLTS THROUGH CENTER LIFE oP VERTICAL LESS SIMCIFIGATiON FOR DRIVEN FASTENERS,NAILS,SPIKES,AFD STAPLES. S"WTHIN 4'OF EXTERIOR CORNERS.
SET 6'DIST,U0U4.-ADDITIONAL INFO.15 FOUR ON PAGE 6-00;3.
S PLAN
� AAL1`11\�i t N 2Zb.PNEUMATIC NAILS AND STAPLES,PNEUMATIC NAILS AND STAPLES SILL PLATT?TO FOUNDATION ANY,HOW46EJ SILL PLATE SMALL BE ANGHHORED
SHALL MEET THE REG UIRE'IENT5 OF Tota GOVERNING BUILDING CODE TO THE FOUNDATION WTH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER
AM ANY ADDITIONAL REQUIREMOM As SET PORTS IN THE OF g"ACID 3'x37cj'WASHERS.A MHNIF4LM OF ONE ANCHOR BOLT SHALL-BE
MANUFACTURER'S GODS EVALUATION REPORTS. PROVIDED NTIM 6 TO 12 INCHES OF EACI4 END OF EACH PLATE.AW.HOR
SCALE: I'-O" = 15'-0" BOLTS SHALL HAVE A MINIMUM EMBEDMENT O=1'IN
22.1.!CREME,SCREWS SHALL COMPLY NTH ANSI/ASME B IbbJ FOJFDATION5.ANCHOR BOLTS SHALL BE LOCATED NTHIN 12'OR COQ
P40O PREM(INCH SERIES). AND AT SPAGIN6 NOT EXGEEDINS 4'ON CENTER
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WOOD FRAME STAIR= LO � �
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2.RALIN66 SHALL BE WOOD OR PVC.
DECKS 40 psf 15 psf 0
FOR WOOD STAIRS ® GRADE:
PA55AN&ER VEHICLE GARAGES 50 psf A5 PER PLAN 2O 4' THK.P.CONC.PAD 8" WIDE x REOV LENGTH UPON
6'&RAVEL UNDER 2'x12• P.T.STAIR STRINGERS a
MAX. Ib' O.G.,U.O.N. (MIN. 5 STRINGERS)
ATTICS WITHOUT STORAGE (MAX CLEAR HST<42•) 10 psf 15 psf
- FOUND 4 P05TS FOR HD, DECK:
ATTICS WITH STORAGE (MAX CLEAR HST> 421) 20 psf 15 psf < 2 O WD.P.T. POST d P.CONC. PIER UPON FOOTING AS PER
DECK DETAIL PTYP) V
ROOMS OTHER THAN SLEEPING ROOM'S 40 psf 15 psf LLI
- - -
SLEEPING ROOMS 30 psf 15 psf - J TYPICAL LEDGER BOARD ® EXT. DECK:
1 I O 1. (1) 2"x P.T. BD.TO MATCH DEPTH OF JOISTS O * U J
_. _.._.._.._.._ ._.._. _ _ 2. SECURED W/(2) 5/8 m x 5 LONG HD. GAL.LA6 BOLTS
STAIRS 40 f 15 f (V �¢ I i 0 Ib" O.G. :t _
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