HomeMy WebLinkAbout46648-Z p TOWN OF SOUTHOLD
BUILDING DEPARTMENT
x
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#: 46648 Date: 8/3/2021
Permission is hereby granted to:
Nofo Partners„LLC
u ....w....._ -------------------------------------------------------------- __.._.._.
85 Ne.mP.weY. ..:�.. .t.... .......��_.
ork, NY 10014
To: Construct interior alterations for new business located at existing commercial spaces
(Units 4 & 5) as applied for and per Planning Board approval to issue (interior alteration)
permit while site plan review continues.
At premises located at:
75 Marlene Ln, Laurel
3889
SCTM # 47.... ................... ___ _........__.
Sec/Block/Lot# 143.-3-1
Pursuant to application dated 7/2/2021www and approved by the Building Inspector.
To expire on 2/2/2023.
Fees:
COMMERCIAL ADDITION/ALTERATION $956.40
CO-COMMERCIAL $50.00
Total: ....w......
...........ww........$.1,006..40
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1 79 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 littt)s://ww�v.souttioIdtoW,rmA,(,)v
Date Received
APPLICATION FOR BUILDIIN�G IT -
low Mw"M a Upr Office Use Only
PERMIT NO. 3 2021
Building lnspector:—:]�� MAY
Date:April 30, 2021
OWNR($),PF PROPERTY,:
Name:Christopher Pia SCTM#1000-148-8-1
Project Address:10200 Main Rd, Mattituck NY 11952
'Phone#:531-757-1050 Email:doug@interfg.com
Mailing Address:NOFO Partners, 85 Per St, New York, NY 10014
CONTACT PERSON*
,..........
Name 11:1 AMP-Architecture-Jessica Magq�q
MailingAddress: 1075 Franklinville Rd Laurel NY 11948
I
Phone ft: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 gee@amparcliitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phalle#: Email.
DESCRIPTION OF PROPOSED CONSTRUCTION
EINewStructure ElAddition ElAlteration EIRepair ODemolition Estimated Cost of Project:
E Other Change use
Will the lot be re-graded? EYes No Will excess fill be removed from premises? OYes *No
............
4/30/2021 IMG_5102.jpg
,aAbA,r.
N ,"' Nr 14y°i¢N4 r Ne r l{i ✓/ s /' Jgr G,rr,,
P� YJIf�r
1�,� iiF, .r ".
r r 6H�Ir ,'"igarxb�Yl^""6�' k�Y Po r a�^!M,, '».��.^
�,;,M n"211"3/ �e.00, tended use of property: . l l ..���
In
1�[ -
Existing use of propettlP �
"/wn covenants and restrictions with respect to
s Is situated Are there any
�, o,
Zone or use distract m which premise this property? ❑Yes ?(No IF YES, PROVIDE A COPY.
J
t zafswni is rsus rov6dd by
a� Rrr ° zuraNf4cktaii" frrw�tfartfa suaitc rfzriatN�ipr� rrFp�ersrat ecu tka ard9ddrr zone
o r u1 ,nb + lrer f MP� t1M
H AH SK*.Y,:� 1G�za bER nrl aryl',/;'rR.laFMk�^"' '
6//�/Ak /'� 1 rV
i� ,d�rdCrw�rr nr�C� ult�ar�t tr ae caanstrin:tlean o4 buildings,
ugVdlar de,.
"r �,,irw�o/o„o„�,,,rN<k�li���i y mN,✓an,ln4 N,��rN�: �°��� h�N'�@�M"k���"��l" "4+ ,�1', ��,��TIV'� 'r+,,. .;. � � ..,
p dap tar n Mrwxpattor 6 � rarwen rand hreBnr
!
ray iY
4,6�ly1c1 yrn ab]�A" � f� xl"T I � 9 A(a 4u/N ,>l"Wau6uY
C'(k
C�uthorized Agent ❑Owner
....
Apphtation Submitted By(print eine) -
.
Date.
_,
'-Signature of Applicant r , r/ �_ e
r/
�� ��Nr a�f�%/✓�//� /�rNl i� /Jr, / J
! '�//t�i J l Ufa ✓Nr 6P '/� i t q ii I�
sworn,deposes and says that(s)he is the applicant
yv l/ % rrr U N/rD7rrr y>r'Y57HF,CHfy/e/!!/�/OHr N r" (�
`(N�me ofar�d�►vdFt�alJ�stgr�ing contract)aboyve, �
i� JNyJr. "0loiYMr Nprfl�rr i'rr, v^Jr`^ 'i' l7 f'/y°�J''i !y/rr irr //
a,,/'
'01''M
7/Nye)r IN
/ ° / y
a4� l v f �u y J✓ r��ir/
heHis�fh�°f �ri 'r�r`i,mP�6�tF��r
, te Officer,etc.)gent,"COrpora
Y
of said'owner or owners rand is/duly authorized to perform or have performed the said work and to make and file this
applicationta!!statementskeontainedn ts application are true to the best
,thehiof his/her knowledge and belief; and
that the work well be performed in the manner set forth in app
inn
fits there ith.
BARBARA & . TANDY
Sworn y
" 'rrrT !� �, ,; Notar Public, State Of New York
before me thlS /Jar/3/�y�t 1ip/rp y /l
NO. 01TA6086001
QLIaIIfIBd In Suffolk County
Nota Public
Notary
1�i !'l�NI K °� a / d Ir �N/ r Ix`i,e/fef rvY,y frt y✓
N��, r rfp����l J��� 1� �r r J i/ lrj�Iw �����✓��i`��rfl,�/r�� r
� /;. . ,. .,.applicant; isnot the owner)
idin g S ?C M
resat,
authorize �4 ., to apply on
my h he out fldmg Department for approval as described herein.
r`% �, 4 ✓ ""' / �� ���e °'kV' moores N r;;N�Nr��"r6rf 4',/ , ��'� � '���
Date
S vy"v s P rr�N Ir reHa"rttldR'tlrr� ��/a� d ,✓�� �//"%/.�i�p r
Nr7 "N J yi uYre ria rJ'7(f r,'~U�luN��r rN� r /kv�4�y�a rff%% ✓ra vury !
i
�K, w
I��UGpiNrN�rYi�IwNa�,�+rG��„N",aemrm r umdarr,,
https://mail,google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgxwLtZxvmRnZfDVCXltcMfBtBBKg?compose=PNRMKWsbVLOwBhNVHIFSxjGnpHLhcW... 1/1
Me
q r F
G ,W
�:� � � r Y� �i �� �, ti .��r�rua'F s 1✓
r
n
4 � Pfd 5
4
4
�
T
A
I
DEPAJ�TMEN" � �L"t k AN "
P
LlhdY,dP VtArK
vy 'w, 4ir 4
rk 4 kdYAK..WK4 w I BUT
"
#�, l � �bwrmAW °dP.�Pp y
w" x
4 a&a � Pop-
Alms
�a�� P a
�yJIY`?'rer
�Hr
�•: * , y�
°%r i „,a r � "+ s✓`; '���"ar � r;a'� �"!tis„��� � � "r 'e'f ti�„ �r�„���„r �r� �a
a y' M ~$� Y '� r � r ,� P f ,n, �,y ..$ 4., *,,s�� b ,, ;fr �,dNf"4 ry-" "�-•
a
✓ r �� `�.., r � ,t � �� ,"'�� ,i� ma. uV �r ,�`�� a m ^ rem
N� WD r D
�„„a Y*n� r �" r°� ��p�'� � �r� ^� ., aw�a �a� .f u a�` �" b ra fpv '�+,�" d ✓� �"�+" �i^k�' � �^
jots-,
� ,.
?' # M, �.. "r,:, .• a '� rF� � � �n"`' P� I�, �' �i�i�l� ,e� , �A� "'" ��44'" ;t �r,r""Y� 'R %<'»"'",r m�"�`���'�4� ",,".
�,, �,� ^" �, w. ..w. C��'�i '� kr.�'r�',�, � .-,,,~��'a w+ 4d�� � �uaF�'�. �M4 �, ��!�p �,Ir �'"���;^��1*y�."n �✓h,�,¢��.a�^
,�,�..;�`h2-, ,.."� .. :.�:, w.r ,,�.„ k� ":: .� �,B � ;a C`^�;:. i �„� nl, �w"'�„�� ��u'� !"'Y�«„M' ;'»"''� ���'d� I 'r„�„ ✓� r� f d P,�.f"'P r^�r���' f
„.,;.. .', P,,�a�, ,^ '�`.✓ �,. ,..����� �' ���' ��„����.+ r. ”,s, n ?.. � �`FI '��°'��„�:..,,�hd"3��m"��.r'#W"�,u, „„,y�r r a^�r s+,;� �w�,,ti�,"�f�*`,,p.a;�"a° ,�,;.%)
C7'
LJ+C «.0 ;�.Y� , '0912 '.+.. c�.4 r�p7r�" �"' "" "M, ,Y � � '„� g�,���n«r tt� v,: �” �I pl .. ,��ib �.�°� p � �tt�
W+«� y,"� 4 7?' c'y°a�a'P ,fir J' M' �'u�» r, a�C '4 �d q, p "` u"'rt .`% ,M t r"
"'�f H" +,� ,. � n,f '� .�w„ "�14�• ��„��„g'�°`w d °.a b�k�b�,e � d� '� � ,�N' �i"'�'"�A
yry✓y' 1ppd �«p�pp yp�^+�y,�� ✓ � � HR V
k 4 � W7`9'IJ
�"' ar �� ° ���? � ��'�� � �k�,M���". u✓' q � �"�^ "C'1"'n'�a b 9i i �G*r .aMz*
p r k
r � s"k 0
ursUA�h X061
0,
qq
. W id
t thyme 0 � u a oo
ARM,n,
p a� rr � rr�� �a✓k f P
2 y ��qry airy �b
AIN
I �!�d �� J4lY� ��
ti ¢
q,' A"1 ��' sGn ro GJkrfD"
a
AM 15NM
-------------------
------------------
l
OFFICE LOCATION: .TF MAILING ADDRESS:
Town Hall AnnexP.O.Box 1179
54375 State Route 25it " ° ¢
� � ���'� �"��m� Southold, NY 11971
(cor.Main Rd. &Youngs Ave.) a�
Southold,NY ' Telephone: 631765-1938
m�
www.southoldtownny.gov
PLANNING BOARD O OFFICE
TOWN OF SOUTHOLD
June 25, 2021
J P 1 L 2 2021 �.m...a.�
Doug Cabral
80 Orville Drive
Bohemia, NY 11716
Re: NOFO Retail Center. 10200 Main Rd, Mattituck. SCTM# 1000-143-3-1
Dear Mr. Cabral:
The Planning Board has reviewed your request to proceed with the interior alteration of
Units 4 & 5 in the NOFO Center building referenced above, as well as the request for
the business "Basso" to open for business while the site is under review for an amended
site plan. The Board has agreed to allow both to proceed while the site is under review
because the building exists and will not be changed as a result, and there is ample
parking for that business. Please contact the Planning Department with any questions.
Sincerely,
I
Donald J. Wilcenski, Chairman
cc: Michael J. Verity, Chief Building Inspector
Nancy Dwyer, Plans Examiner
1a0.294M ACKNOLEDOES THAT TUSCONWtoNSof PLAN
SFT TH INtM USOLUIX OP AL VATSO
ARP AOM.(8E£
WkISTCNAh48 /�-�
-!51 er R—
Y,•:..-„"" ALM'O e, p
AI*MiO�/f30 t!Y w`l M 4rlgF
TOWN OF'SOUNOLCDPLAWIM BOf,A,pDSV ATLW
.,.
A7
NOTE:The v4 site devaI9WI be valid for
apedod ai
eoe e i t )Y teed Yval spar T�.DWN
vim-
(k
1 :✓ w+y'
,
cclg.. ,t ' ..
�In
N
w \
j .
rr Ib
a
to
,
L
a Fr r y rdcd ! c r r
r"
T ,
° ;;�' ,� y{�„�""• �- �Paarin lift � " �`
t N
PCTIav'-f
`�r� �,9, 7('7,f36.x:°�."s,'
r �
27
4
3��,.D
F'lr T Pr 706
7w O ?
a — a!t
Cj N
,
)C>r low
lo,
s .
�LY�+w.wky
r.
131.15' OFF-5TREET PARKING REQUIREMENTS -• EX15TINO USE
T_
PROPERTY LINE / U
w - -- - _ - _ I .a 3 Q
Sbq°20'50"W "�'� OF REG2UIRED NUMBER OF FLOOR TOTAL PARKIN6 j.? �:�•' ,.� £?;¢;' _ :�=; _
- - - USE PARKING SPACES (� AREA SPACES REQUIP-ED
uu
W�vIWI I C(j)
° OFFICE/ I PER 100 S.F.OF OFFICE4 iq 1 S.F./� 48.0BUSINESS FLOOR AREAuj
'TOTAL REQUIRED(ROUNDED UP): 48EXIST.
I
L
AW
N
O
F-
z OFF-STREET PARKIN& COMPLIANCE - EXISTING USE Q V) z
31 OO I REQUIRED PROVIDED J J
3 2q
28 27 TOTAL PARKING SPACES 48�� 36 C)
O 24 TOTAL PARKING AREA(S.FJ 16,800 S.F.l41 16244 S.F. I O O : Q C) Q
II
it
- GHANOE OF USE OF (2) EX I ST I NO O ENERAL BUSINESSES TO RETAIL m
OSOO I .00 PROJECT LOCATION & SCOPE =
POSED USE S G S.
SITE PLAN & ZONING DATA
H
OFF- G REGI MEN -
_..__ ELOG?�TION O EXTERIOR BUILDING SIGN.
A I I z �
33 TYPE OF REQUIRED NUMBER OF FLOOR TOTAL PARKING Q W
USE PARKING SPACES (t) AREA �! SPACES REQUIRED - D17(TION O NV�I UN I SAXD -GOMi�L 1�4NT RSTi�00M SND _- _ _---- - _. --- - _--- -__-- -- -- - - ----- -_------ _ ------- --- _-_--- --- 00
PLUMB I NO FIXTURES. 0--002 .00 GENERAL NOTES > O
- 32.2
z co
34 OFFICE/ I PER 100 S.F.OF OFFICE 3215 S.F.(2) (D
BUSINESS FLOOR AREA CLOSE OPEN I NO BETWEEN NEWLY CONVERTED RETAIL SF/4G1S � STRUCTURAL DESIGN CHARTS � TA
RETAIL I PER 200 S.F.OF 6R055 1'752 S.F. 8.8 O
I FLOOR AREA _ °' Y VI TI�i F I RE-i�ATED 1�lALL. I Z � �r
TOTAL REQUIRED(ROUNDED UP): 41
O � Q Z t"I
PAR NG -OFF-STREET PARKING'. COMPLIANCE _PROPOSED USE k. � T : 0�00� .00 ACCESSIBLE PLUMBING ELEMENTS l Lu
_ TLO
REQUIRED PROVIDED - -_ -. . -. - _- ----- - STRAPPING, & NAILING DETAILS L.
IZ __,___. ,,.. .. ._. _.... .. . ..... .. .. . _.. . . . FASTENING SCHEDULE
TOTAL PARKING SPACES 41 (e) 36 Q
14,350 S.F.(4)" 16,244 S.F. i - -------f" - --- ------- ---- -- --- --- ----- -------- - - --
TOTAL PARKING AREA(S.FJ E'ROJEGT / ZONING DATA
I EXISTING FLOOR PLANS
1-PER TORN OF SOUTHOLD CODE 280-?8 „ _ .. ----...___.__T__.-_.,,_ .__T _._ ,m_ -_ _ _„_.,.-,___. .._ -' I O I .00
NO CHANGES I a_OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOM5. TAX MAP # 1000-143-3-I
O 4-WHILE THE NUMBER OF PROPOSED OFF-STREET PARKIN6 IS LE55 THAN REQUIRED,THE PROPOSED CHAN6. ZONING DISTRICT W
-_ -- _
ES THE
NT
EXIST. GONG. PROPOSED PARKING LAYOUT 350 S.F.OF PARKIN6 AREAEREQUOIRED IPER PARKIN6 SPACE, PER 280-?B.G. ;li B
O
I
I - -__ - - - - - -
I
NOTES I$ 5f=lE(f.jFkf,ATl0N5 CARPENTRY HOOP FRAMING MATERIAL STANDARDS GLA55 HINPOH5 AND DOORS A55REVIATI ®NS 0- m
I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER I ER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE IN51ULIATED LOW-E, UNLE55 OTHERWISE SPECIFIED. -_ - - --- --- -_ -- - - - - -_ . --- � - .-- ---------- -----------= _- -_------------ 0
IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED ! � --_ -_ - -_ -- --_ _______ _��== <
OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY : 5p. �I I
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY To REAP ALL NOTES, I BOARD 11 IN5UL. :INSULATION C) �- a)
PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. OLASC, DOORS AND H:NnOW5 SHALL NOT 1571 INSTALLED UNTIL PROPER � ________________ _ _l _ 1i ____ -,---- -- - __ _________ _
SPECIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK CLEARANCES ARE PROVIDED. - - -- - : __ - - UJ Z 0
. i � 1
2. ALL LUMBER IN CRAHL SPACES TO BE 1&' ABOVE 50RATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED : 5FE i� BASE FLOOD ELEVATION 11 ------- I
: I _]INT. if INTERIOR .. LLj =) C4
5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I - . - . - - - -.-- �-__ ______ �I----- -------- -------____- ______ ______ _ ___�______-------
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL eLIPINO GLASS VOOR5, 5K'i'LI5HTS, AND ANY OLA55 UNIT INSTALLED � _ I __ .- .---------------,----.-__ _____ - - � - ___ -__ __ - - - ____ - __ I— ____-- I
1 BLDG. BUILDING lIK !I KIPS (1000 L55)
OENERAL
WITHIN I&" OF FINISHED FLOCK SHALL 13E OF INSULATED TEMPERED OLAS5, I-- - ---------,- -_ -_ - - ____�� I . �_ T-1
5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I -- ----.--_____ _____ _______ ______ __ -. .-- - - - - . . �� --_ -------]! - - j - �=--- -----,---,-- Lu .
I
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xib", UNLE55 (1) 2'Wb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN HOOP UNLESS OTHERWISE NOTED. I .� I f __ ii --___ I < uj >_
: , 11 MANU. SPEC.'S ; MANUFACTURER'S 5PECIFICATION5
I 5M I BEAM I
APPLICABLE BUILDING DEPARTMENT.
15 NECESSARY To MATCH FLOOR HF-15HT5 WITH THE EXISTING STRUCTURE. COUNCIL'S HOOP FRAME CONSTRUCTION MANUAL AND THIS FS FORMAT, AS 4ALL OLA55 UNITS SHALI BE IN5TALLEP IN STRICT ACCORDANCE WITH ! -if m ;�
APPLICABLE AS A DERIVED WORK). - i B.O. �� BOTTOM OF 1 MAX. I MAXIMUM - �_
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MANUFAC,TUfZ,E-R'S 5FE(VF10ATION5. i __-_____________ ________��___ __ -- - __ . - I ____ __ __ �11 ____-..---. - _ - "I-______________________________________________._ ___________ (j) •,
4.
; �
i ;I -_ - -------If ---
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO 4. AT FLUSH FRAMINO USE 16 OAOE METAL J015T5 HANGERS BY "TECO" OR i 0
EQUAL. I. IDENTIFICATION: ALL SOLIP-5AHN LUMBER, OLUED LAMINATED TIMBER, ! SOT. :: BOTTOM
I'MECH. I MECHANICAL z: >-
5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED HOOP I-JOI5T5, STRUCTURAL COMPO51TE! LUMBER, 5. ALL HlNlt�)Oi^45 TO DE CAULKED AND SEALED AS PER NEW YORK, STATE - � � - - , . ; ----------- ]L------�-----=-------- -- -----�� -�- _ ____ ____ _ - J
i ____ - � � � - - - - -�--..-..--�-li�----���----..�---------, .--- - -
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ENERGY 0ON5F_;;,",/ATION CONSTRUCTION CODE. ! i
! !I -) �!c
PREFABRICATED P400D TRUSSES, GYPSUM, HARDBOARD, AND 5TRUC,TURAL B.O.N. !I BOTTOM OF WALL 11 MIN. li MINIMUM I I- u
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES ! 11
FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING --___ ----_----- IL _____- _ � - ___._ - __ __ __ - - - ___ I------ - __
: � -I------- ____ - � __ - -_____ - - -�________- - w (3) 0
,
AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE F_' /',a_HINrzg PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR __ ii - __ - ____ - I - __ �_== �_______
RULES SPECIFIED IN 1.1 THROUGH 1.5. ! C.I.I. !� CEILING J015T 'i NAV1711111 1 0 (=) C)
ANY OTHER TyPE OF 01 AS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. � - I- ------ _ - ___ i ______j NORTH AMERICAN VERTICAL DATUM OF
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - � - - __- __-__.-1 - = __ L-,------ ------- _______ - -- - - - _ �__- - __-- - __---_____ _____I
� - - I
- COLUMN- - - _____ 11 NEW YORK- CITY BUILDING CODE I
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL HOOD MEMBERS USED FOR LOAD-BEARINt5 PURPOSES, � � _��� - , _____ ____ -_ - _ __ _ a- Lo ix
OF THE ONNER/BUILDER -7. ALL EXTERIOIR' DOORS ARE TO ME �^EATHEREP STRIPPED AND PROVIDE ALL , COL. I !l WrO Bc. ! >- 't im
I
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ --____. ...... I------- ____ - ___ _ - H . - - - - -_ ---------i ---.--.---�-----------,--------,-.,-----------------------
_- - - - - - � . . - 1 I ____ -- ---..- ____-_-_--I�
-7. ALL BEAMS, OIRr;)ER5, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE ORADEMARK OF A LUMBER LADING OR INSPECTION AGENCY SCREENS AND HARD114ARI: NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. i , -�l-------------------------------------- ------------- _ .--
: CONT. �I CONTINUOUS
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE I !I . . - .- _A0.0. l� ON CENTER ]I 0 ,
SHALL BE CLARIFIED WITH THE ARCHI TECTIEN01 NEER BEFORE PROCEEDING e>. ALL OLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS � - -- _____ ___ __ _________ ___ ____________ _________ ___ __ _____,_____ ____ __ ._____;I d
I DBL. -I- - __ !! =
OCG. 'I OCCUPANCY if
WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I DOUBLE -]� ---------------1--
- i
5RAPEMARK SHALL INCLUDE AN FA51LY DISTINOU15HAFLE MARK OR ! __ -__ ____ __ - --____I�__------ . _ - __- - - - - . - I -- -- - ____ -_. -- __ - 1- -----------------.- -_.___----------------------.------ __ _. ,f
I
q. ALL HOOI�) SILLS AND V400D IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE ORADIN5 AGENCY HHIr,H COMPLIES HITH THE - ____ __ I - , - � - - - I - - ___ ___ - 11----------- ----------------------------------------- ---- - if z
- STRUCTURAL SYSTEM SHALL BE MADE cl. ALL NIN:�)Oki5 70 BE ANDERSEN. IF CONTRACTOR 15 TO SUE35TITUTE HITH : DFE DESION FLOOD ELEVATION 'I PE3FE I PRELIMINARY BASE FLOOD ELEVATION I uj
ro. NO DEVIATIONS OR CHANGES TO THE F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-cill. : - ��- - _____-___1 L_____ -----I[----.----------- !, < _j
- - I - . __ ___- i�-------- �_� I -�__---____ - __-- ---- - - - --�______ __ -
UNLESS APPROVED BY THE ARCHITECT/lENeINEER. ANOTHER HINP0k\1 MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE _
CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH � DIM. DIMENSION I--- ---- - - - - -1 1
1 P. GONG. ;, _j 00
10. ALL EXTERIOR, SHEATHING SHALL BE NAILED AS PEP, FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET I i 11 PCUF;?J-=D CONCRETE r -
__
CONTRAOTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN AINDOH SPECIFIED. THE � _____ _ ___ - __ -______ - - - � __ - - ____ --- - "--,---_�-��-f�il=�-��=---------------�- --- _____-- - �I �, > It C:)
ON PAGE 0-005. OENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON HALLS AND THE PROVISIONS OF ANSI/ALTO A I clO.1 STRUCTURAL GLUED LAMINATED � - __ - - 11 �
BEFORE THE START OF FRAMING CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, i D.J. li[PECK ,JOISTS ___ I FL. 1 PLATE I � z 0) (D
ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. i -_ - 1 �
I -_ -_ -_ � - _ - � _ - I— -------- --------- -_ -______ ------- --- --- - � . �-------__=-__==,i -
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ___ - ___ _ _ .- -_ --- - - . -_ _-1 - -,- .- , -_ - !I � Zi T-i ,H
1 PLYND. 11 PLYWOOD 1: � Tq C)
1.3. PREFABRICATED HOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED . 11 - - - - �� - -- - If
a. PRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. REQUIREMENTS. I EA. I i EACH - !! : I �c
. L__ _________________________'I ��-----���----------------------- - -
HOOP I-JC)I5T5 SHALL MEETPROV15ION5 OF ASTM D5055 I . ___ - � --- ---- __ I;
__
__ _____j�_PRF_5SURE TREATED I i z >: 4
1. DO NOT SCALE PRAHIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 10. WINDOWS IN TUS/SHOHFR ENCLOSURES AND WITHIN STAIRWAYS SHALL BE �� ELEV. 11 ELEVATION � P.T. 11
11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNE55 AND OF C,DX LADE. STANDARD SPECIFICATION FOR, E5TABLISHINO AND MONITORING 11 - - __ ___l;__ - - �__.____ - , _______ - _____�=��__________-j! < Z ,H
TEMPEREDGLASS. - ____ -IF----- - - - - 7 - - - -__ ____ - __- __ _______--------_____ ____F ____ - - __ - __ __�
NAILING AS PER FASTENING 5GHEVULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED HOOP I-JOISTS, TH15 , � -7 --- I I cr CN
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, I EQUIP. 11 EQUIPMENT I REOD l�REQUIRED
� _j I
DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL ____ -_ - I ; I ILL
I - - - _. - _ __ - - _ _ , - ___ --L-______ --------- ______---------__ -______- - -
CERTIFICATES, CERT. OF OCCUPANC,Y OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH `TyVEK' HOUSE NRAF OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S COPE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM HINDBORNE DEBRIS. I ---- - . - __ ___.______ �___ --11------------------------------ , -7, � � - !; Lu CD
! EXISTING !� Lr) w rl
EVALUATION REPORT. � i�
&LAZED OPENINO PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE !� EXIST. ��Rl i: RISER
APPROVED EQUAL. - _____ - - IL_ ____ � - - I 1)
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY FORTILLO, RA : - __ - ___ -__ __ _- _ -_____----- � -I -_ ______- '. -__________________�_ -
M1551LE TEST OF ASTM ElqcT& AND A5TM El5ab AS MODIFIED BY 2020 NYS E30 , - _______ . . . - __ I - _____ =_---.I
AND
------- --I---- h 0 < ..
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 5INC7LE MEMBERS OR ASSEMBLIES SECTION 501.2.1.2.1. OARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET �! EXT. !i E-XT E_R I O R 1! ROOM I
,EMENTS OF AN APPROVED IMFIACT-RE515TANT STANDARD OR ! -_ -_ --_--_- ------ j! � . __ _ _ _]l RM- __----- - ----------- ____-_ - T-11 _3 0
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REOUIF I . -- - . __ ��_ ��_ ------ , _ -, __ __
R.R. I,-==-
!� ROOF RAFTER
__ I -_ __11 _____ ______ __________l____,
A5TM M545(b STANDARD SPECIFICATION FOR EVALUATION OF AN5I/VA5MA 115. �: F.A.1. 11 FRESH AIR, INTAKE ]I
- _11 - -j
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 1; ------------ - -- _______ _ _ _ � - __ -_ - - __ � -__ I - - -__- ________ _______i, ___- ____ -- - ___ __ - - - -=- I
. � - _____
14. PROVIDE 'X' CROSS BALING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE ! FAR �BTL. __ - ,!.STEEL - ---- --- _=�_ _]I
RF-SPON51BLE FOR DESIGN INTENT ONLY. EXCEED a'-O" AND AT EVERY &'-O". 6OVERNING, BUILDING COPE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, HOOD STRUCTURAL PANELS WITH I! l� FLOOR AREA RATIO ��
: _-- ___------____ ______ A_ - --- -_ , - - - --- -1 - -_.-,. ____ - --- ------- __�__=�_____-- _1-_ I
SET FORTH IN THE MANUFAr,TURER'5 COPE EVALUATION REPORT. A THICKNESS OF NOT LU55 THAN a" AND A SPAN OF NOT MORE THAN e,' SHALL , , - - - I ___ __________--,--------- ---------- I ui
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE IBE PERMITTED AS OLAZINO PIROTEOTION. PANELS SHALL BE PRECUT AND �� F.A.V`. 11 FRESH AIR VENT 11 S.V. If SMART VENT I
I - - jl-- - --� -_-- __ - - --- _� � - -_-__11-------------------------------,----,[-- ---,----------------- ------ ,- -- ---- ---_- _____ �--- ----i w
0-005. 1.5. PREFABRICATED HOOP TRUSSES: A55EMBLIF-5 U51NO PREFABRICATED ATTACHED TO THE FRAMING EURRCUNI:�IN(5 THE OPENINO. PANELS SHALL BE 1; I - ________ _d
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL HOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREPRILLEM AND SECUR,ED HITH THE ATTACHMENT HARDHARE PROVIDED AS 11 Ff= 1� =)
I FIN15HED FLOOR ;I TED !I TO BE DETERMINED �j
TIMES. AT THE COMPLETION OF WORK, THE'. CONTRACTOR SHALL REMOVE ALL lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE Miir-7HOr, SELECTED IN AGCORPANCE WITH TABLE �:-___-________ - --- �--_1__ -__ - --, - � - - ___l__�__ __ _______ _________jl_____________ ---------- ------,-----------.---------------------___
I _______ 11 - --------- - - ______-r ----------------------- _________________________ __ ____ --Ii
RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK if i 0
SS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R501.2.1.2. A77ACHMENIT HARDWARE SHALL BE PERMANENT I FF ELEV. ]�FIRST FLOOR ELEVATION 11 TEMP 5L. �t 7EMFERED 5LA55 �! uj
BROOM CLEAN. - - _ _ - - __ _____ - - - - - - __-__________� __ -.---- ______,_ __ _____ ____ -------- - I
CONNECTED V400P TRUSS CONSTRUCTION, THE: TRUSS DESIGN DRAWINGS, CORROSION-RE3157 ANT AND THE: ANCHORS SHALL BE PERMANENTLY INSTALLED - __ - - __ - . - - __ - _ _ , -" - .. ____ __ ___--_ � ------- �_________________j:
I 11--- f-- - _ ,
! I f I �_
I'l. PROVIDE ALL NAILING AND 5TRAPPIN6 AMPRE55EP ON PAOE5 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. . F.I.I. � FLOOR, JOISTS :1 THK. I THICK i 0
15. THE CONTRACTOR SHALL CARRY NORK,MANS COMPENSATION AND GENERAL , - -i I. 1, I
- -I - ____- -1-_ - -- - - =
I F__ ____ __�=��-----__________ - I c - �.
LIABILITY' INSURANCE. ALL SHALL COMPLY WIT STATE AND LOCAL CODES -- I __ - ___ __ __ -------T____ - _____ .) _�I", _j
I ..j
15. AT "HET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER COPE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLIOATION SHALL FIRE AND SMOKE PROTECTION FEATURES 1: FOUND. OUNDATION I TOP OF WALL f ,
L7___ __ -_ - � - � I - __ _____ - -- -- I - - - - - __ _ __ _ __ � ____ __________��_______ 4
i --- ------- --- -_ I ! ix
AND ORDINANCES. OENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF HALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM 1. FIRE-RES15TANCIE RAT IN65 OF BUILL)IN5 ELEMENTS, COMPONENTS, OR - ' . - ---_ _-_� --- 11 I,T.O.N. - - � - __ __ J
i� - ----I[- -- -- - - -- . If 11 <
I
FLOOR SHALL NEVER EXCEED A 16" SPAIN. WALLBOARD, ASTM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM 0-711 ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH TEST PROCEDURES ! FIRCE 11 FLOOD RESISTANT CONSTRUCTION ELEVATION 11 Tr ___ ___ ______JIL TREAD I
I(b. THE CONTRACTOR SHOULD FULLY &UA"NTEE HIS WORK AND THE WORK OF ,, - -_ - - _ - - - -_ ____ __�___ __ ________ J -�,,,t-:
SPECIFICATION FOR GYPSUM 5HEATHINO BOARD. SET FORTH. IN A5TM Ellcl 07, UL 263, AS PER SECTION -103.5 OF THE 2020 NYS I � - - __ - ________---------__ - _____________
___ - ---F----- ��__ I
THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER ! i --]I-------- --- -------------- -1-�-�....�- I
COMPLETION OF PROJECT. Icl. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING BUILDING r=--E (Nye Bic.). ! FR. [FRAME 1 TY`P. I TYPICAL -1'. ,
i __________l __ _ - - __ - - L _ ___________ ____ _1 '1�
;
;
___ - - - -- __ -� ___ -_____-1 I - _ - - ___ " 1,
- --- - I _ ___ - __ ---------- 11,�� I
FIREPROOF ----- -]I --- 1.
MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF 2. ALL NONC�CMDU5TIBLE MATERIALS MUST MEET THE REQUIREMENTS OF SECTION I FRFR. -�[- - -- - 1 U.O.N. - I UNLESS OTHERWISE NOTED - - - __ I . 11, I
AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL _ _ � - __ __ ___ --____- I `1� -, A_ ,
11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. F.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55b HARDBOARD SIDING. '705.5 OF THE 2C_20 Nye BC,. I ___ _ __ -____ � .__ -__ _________�L___,_ -------------------Ji-,--------.---------------------------_�-- ___ ,I ,
"
- _ _ =J ___ - - -li -------- ---------�--- I- -------------- . . ,
-5 FROM AND � 4e
� I
1 FTG. I if
ARCHI TEOVENC71 NEER, AND THEIR AGENTS AND EMPLOYEE ACCORDANCE W AAPA C22;WHERE DRILLING AND/OR CUTTING OCCURS, FIELD l[IFOOTIN5 :1 VERT. ] VERTICAL __ ____=]
AC7AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING, --____________j___ ____ -_ ______ - � � - � -_ - - - ;-- ____---
ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER v# COPPER NAFTHENATE WHICH SHALL CONTAIN :2% COPPER Ib STRUCTURAL PANELS: 5. ALL FIR-C-RES15TANOE-RATED OLAZIN5 SHALL BE IN ACCORDANCE H17H !F------ -- - - � � - ,� - ---- ------ - � __ -=-.--- __ _ ___ -------- ___ __
-
1� !! � - - --------- -----
- (A) METAL BY REPEATED BRUSHING, PIPPING, OR 5OAKIN6 UNTIL THE V400M SECTION 763.6 OF THE 20.20 Nye E3r,. : GYP. BD. - - il GYPSUM BOARD 1 . - - - -,-- - � V.I.F. II VERIFY IN FIELD ______________
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH F.T. LUMBER, lb.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - --- __ � ____ __ . . � -___. ___:!------- ___ --------- - ___ A -------------------- -----------,-- ___ ______�� _ - , - -1 .
15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO � ______ 1 --- ----------------- --i ---- ---------------------- -- - -- ---
CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 4. ANY ACCESSIBLE CONCEALED AREAS RFOUIRINO PROTECTED OPENINGS OR � H.D. �[HcLp DOWN - - I
If N/ 11 WITH I
-715LF EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH 515N5 _______ __________j______ __ __ __ . __ ___
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK - I - ___ ___ ___ __ -.- _______________ ---------
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANOERS, NAILS, SCREV45, FLASHINO, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (F5 1) CONSTRUCTION AND PENETRATIONS SHALL BE EFFE :! , -I - __ - - �� ��.. . __ I ------- - - ---I[---- _� I
- I -1 I
ETC. FOR LOCATIONS SUCH AS: LEDGER 5P., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY OR STENCILING IN THE CONCEALED SPACE PER SECTION 703.7 OF THE 2020 NY5 :: HDR I HEADER !I ND
HHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155ION OF THE I --____ ------.-----, � - - ___________, _-------_._._..__ INOOp_ ____ ------------- - ___ ____-- -------__ ____ __ _
ETC. ANY REFERENCES TO CCA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 5rl. I ___ - � _ _____ - - � - __ - ____ _ __ - -- - - _ I
. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY i !I ___ _ __ - _ _ __ 1 1,-- I J�
WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE f HNOR �IHANOER ��ZR i"ZONIN-0 R- E-5-0--]LUTION !
THEM,EMPLOYED $Y ANY OF OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY -SISTANCE RATINO OF PENETRATIONS AND JOINTS SHALL BE IN - _ _____ --------- i __ - - � - _ _ - ��____ ___ ___________�---------------------------------____ ___._______,--------,!
- ,
21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. EVALUATION REPORTS. 5. THE FIRE RE 11 - __ - - -__ I --------- --__________-�- -______._____---------__________.____ __________________________ii
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A � _ - - � ; : !
A. TRU55 JOIST McMILLIAN I.cTE MICROLAM ACCORDANSE WITH SECTIONS 4 115 OF THE 20.20 NYS 5C, RESPECTIVELY. 'I HOR. 1, HORIZONTAL I i! i
PARTY INDEMNIFIED HEREUNDER. E3. GEORGIA PACIFIC 2.OE 5-F LAM 1.5.2. ORIENTED STRAND BOARD (055), KAFERBOARD ORIENTED STRAND
I - 1 I-- -,-- .--- - _. . - __
I -------- __ - -------- ---,-- - - - - - - - - - - I
I 16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING F51L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL FIRE DOORS SHALL r-CMPLY WITH TABLE 716.1(2) OF THE 2020 NYS 50. i I � . i
A. TRU55 JOIST Mc.MILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I ; ! i
BUT NOT LIMITED TO FORM-WORK, BLOCK.-NORK, FRAMING, NAILING, PLACING I �
ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT -1. ALL FIRE WINDOWS SHALL COMPLY WITH TABLE -716.1(5) OF THE 2020 NYS 15C. i �
i
i
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR � , i
TO BE SURE THEY ARE IN ACCORDANCE V41TH THE DRAHIN55,5FECIFICATION5, STANDARD FOR HOOD-DA51EM STRUCTURAL- USE PANELS OR I I 1 I i I
I
22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE V400D APPLICABLE CODE EVALUATION REPORTS. 95. FIREBLOCKIN05 AND VRAF75TOFIFINO SHALL BE INSTALLED IN ACCORDANCE
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAHIN55 HITH 5EC71ON -71)5 OF THE 2020 NY5 Br,. FIREBLOCKINO AND DRAFTSTOPPINO 15 I I
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT NRITTZEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE,
AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN 5TRUOTURAL REQUIRED IN r-CMDUSTIBLE CONCEALED SPACES, BETWEEN HORIZONTAL/VERTICAL �
AUTHORIZATION OF THE ARCHITEOVENOINEER.
COPE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY SPACES, AND WITHIN CEILING 4 FLOOR A55EMBLIF-5 EXCEEDING 1,000 S.F. I
I i I
REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS r-Or;)T=
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAVAINOS I I
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OF, BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. cf. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH
I I
- :
NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SECTION c`106 OF THE 2020 NYS Br,. EXTINGUISHERS SHALL BE SIZED 4 LOCATED I
PERTAINING ARE TO BE FIELD VERIFIED.
OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.95.4. FIBERBOARD: FIBERBOARD USED IN 5TRUC,7URAL APPLICATIONS IN COMPLIANCE WITH TABLE clOb.30) FOR ORDINARY HAZARD OCCUPANCY. i ! �
I 1
20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AlcI4.1 C.ELLUL051r,
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 6205 STANDARD SPECIFICATION FOR � I
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. MEANS OF EORES5 4 ACCESSIBILITY
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. I. MEANS OF EORE-55 SHALL BE PROVIDED IN FULL COMPLIANCE WITH CHAPTER 10 I .
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 1 NCHE5 TO THE TOP OR BOTTOM FDOES. OF THE 2020 NY5 Br-, AND SHALL BE MAINTAINED IN ACCORDANCE WITH THE NY5
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. lb.5. STRUCTURAL PANEL SIDING 57RU07URAL PANEL SIDING USED IN FIRE COME. I I I
24. NOTCHES IN EITHER EMISSE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. I i 1
22. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 2. DEciON OCCUPANT LOADS USED TO DETERMINE MEANS OF EGRESS . I
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL -
25. PLEASE NOTE THAT THESE PLANS ARE" PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 4o% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS HAVE BEEN DETERMINED PER SECTION 1004 OF THE 2020 Nye BC,.
'
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 5. ALL ROOMS OR SPACES CONSIDERED AS AN ASSEMBLY OCCUPANCY SHALL
COPYRIGHT PROTECTION ACT OF Iql;O (AI,40FA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. HAVE THE OCCUPANT LOAD 0" SUCH AREA POSTED NEAR THE MAIN EXIT IN A � I 1
:2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GON5171C,UOU�3 MANNER, AS PER SECTION 1004.cl OF THE 2020 NYS E30. I i 1
25. FOR NEW WALLS, A PERFORATED SHEARHALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 1 i
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I �
CODES AND REFERENCE STANDARD: -4. V41ALKIN& 5U-2-FACES ALONrz. MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT
i
i !
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOL75: BOLTS SHALL COMPLY WITH AN5I/A5YE 5 18.2.1 SQUARE AND SURFACE AND BE 5E��UIZELY ATTACHED. �2
STATE BUILDING CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE SPECIFIES THE RF-a'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 50REN5 (INCH SERIES). z ! i .
SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w � i I
CODE, AND 2020 NFHYORK STATE ENERGY CONSERVATION CONSTRUCTION 5. EXI-155HALL V15CHAIROE DREC,7LY TO THE EXTERIOR OF THE BUILDING IN 2 ! I I
I
GODS. SCHEDULE). HOLDOHN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ ACCORDAN,_'E WITH SECTION 025 OF THE 2020 NYS 50. E I �
-
5HEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. 5PEC.'s). ASME Ble,.:2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES).
0 i I I I I 1
2. REFERENCE STANDARD USED FOR ALL V400P FRAMING, CONNECTIONS OF HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. b. MEANS OF FOR-1-55 DOORS SHALL COMPLY WITH SECTION 1010.1 OF 2020 NYS
,
HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 HOOP FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 06. - , ___________ ------ -------- I --
>; ;i I
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN
_w -_:_ -__
1. HOOD P05T1146 TO BE BLOCKED SOLID TO FOUND. HALL W END GRAIN, STANDARD FOR METAL PLATE CONNECTED HOOP TRU55 CONSTRUCTION, 1. MEANS OF E&RES5 DOOR OPERATIONS AND MOOR HARDWARE SHALL BE I I ,
(AF4PA) AMERICAN HOOP COUNCIL (AHIS, _m___ -___ -
TREATED HOOD 4 FLA5HINO. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANT NiTHSECTION ICIO.I.cl OF THE 20:20 NYS 50. i _r- ----T----- ----------- -----_4_____
1 1 i 1
5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HALL N1 STEEL 5H MIS 4 A MIN. 514" OF NON-5HRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S COPE EVALUATION REPORTS. i :
I ; I
PLUMBING COME. SECURE H/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 9�. ILLUMINATION OF THE MEANS OF FORES5, NOT TO BE LESS THAN I FOOTCANDLE Lu I !
�_ I i I
EXIST. HALLS $ 12" LONG HOOKED BOLTS a NEW FOUND. HALLS). FOR, ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND (11 LUX) A7 THE WALKING 50;,'FACE, SHALL BE PROVIDED AT ALL TIMES THAT A --- --_-.-------�----------------- -- _ �_ - - - -________ -i ___ -_______ _ _ . - ------ ----. < I ! � I
__ ____ ------- ---____________ _____ -------- __ ____ I - ----�-_�_------- --.-.---=-----___-----------
CONFORM TO THE 2020 NEW YORK STATE POSTING a O.M.U. HALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, ROOM OR SPACE 15 OCCUPIED, IN ACCORDANCE WITH SECTION 100e) OF THE : F -____ I I i
4. ALL MECHANICAL WORK SHALL r
MECHANICAL COPE AND 2020 NEW YORK STATE FUEL GAS CODE. HIME 5 COURSES OF SOLID BRICK MASONRY CENTERED a P05TINO, U.O.N). ORADE 53 STEEL SHALL 5E USED. OTHER METAL CONNECTORS SHALL 20:20 Nye 13C. I I 1 _____1
HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 7AE3LE 1604.5 if I r,LIMATir, $ GEOGRAPHIC 1��F_515N CRITERIA
I -
ii �I
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARNALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE pq/ ADDITIONAL REOUIRFMEN75 AS SET FORTH IN THE MANUFACTURER'S cl. THE POWER'Z SUPPLY FGR MEANS OF ECSRE55 ILLUMINATION SHALL BE PROVIDED � I __________________________ �=�_ __---I PROJECT:
i I------- -- _ _ _ _______ _ ____ =_ _=_
COPE, NFFA *70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARHALL HARDWARE (-4/ NOTED VALUES) 4 ANCHOR BOLTS, COPE EVALUATION REPORTS. BY THE PRE-MeEc-,'ELECTRICAL SUPPLY, AS PER SECTION 1005.5 OF ALLOWABLE DEFLECTION OF 5TRUC,TURAL MEMBERS I 11
THE 20.20 Nye 5C,. IN THE EVENT OF P011sIER SUPPLY FAILURE, AN EMERGENCY I__ ______ -------------__= �_ _-_ - ___ - - - I __ __ _____ - ____ - _- --------! !GROUND SNOW LOAD _ _ __� :25 L55 I
CONSTRUCTION CODE. U.O.N. HITH TOP CAF5 a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE e�" LONO - .� - _ - .-1 I�_________________________ -___________----,-- ___ 1
2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE EGRESS AREAS PER �i '
pq/ro" RISE 4 N/ (2) 5/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEOS I' i
- SET b" DIST., U.C.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2020 Nye 5,_- SECTIONS 1000.5.1 - 100e�.5.4, AND SHALL PROVIDE POWER FOR, AT STRUr,TURAL MEMBER � ALLOWABLE 1�)EFLF_GTION 1 I BASIO HIND SPEED I 150 MPH i NOFO CENTER
GENERAL HIND PROTECTION CONNECTION NOTES: LEAST cIO MINUTES USING 570RAO-E BATTERIES, UNIT EQUIPMENT, OR AN ON-51TE ii i-_-____ - � � - - .-__---___ -- -�- -1 i I -_______ ___ ___ 4 - -ADAPTED FROM STANDARD FOR HURRICANE RE51STANT RE5C�ENTIAL 2.2h. PNEUMATIC, NAILS AND STAPLES: FNF-UMA710 NAILS AND STAPLES OENERIATOR. _ __ _ __ ____ ________ ____ __ - . - _� _ i i . AS-BUILT
!i if
- HIGH WIND EDITION HOOP FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE i EXPOSURE CATEGORY 11 5 I
CONSTRUCTION;55TD 10-clq AND 2015 55C MECHANICAL CONNECTIONS: - ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING 1-15660 11 � 1! I
- -------
. CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 10. EXIT AND EXIT ACCE55 VCOR5 SHALL BE MARKED BY AN APPROVED EXIT I
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S, COPE EVALUATION REPORTS. SIGN RE,-'-r�'ILY V!SIE3LEFROt-A. o'-%N`r DIRECTION OF EORE55 TRAVEL PER ------------------ - ---------- _______________._ ----- ---- .- . � - - --- -- - -_ - --- _. if I
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS MANUFACTURER'S MAY 5E R 2020 NY5 ; 5EI5MIr, DESIGN CATEGORY I 5 i ________._________ __ -_____- --
FLOORS,
- ------------
FLOOR5, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. 15C SECTION 100. EXIT VeN5 SHALL BE PLACED SUCH THAT NO POINT IN AN EX17 ROOF MEMBERS SUPPORTING NON-PLASTER CEILING ! L/240 ]�
I I !. i I
SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.21. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME 5 lehd Cl_�IRIDOR OR EXIT PA55A,aDqA)' 15 MORE THAN 100 FEET OR THE LISTED ___ -___---__-__-_____________ -_______ ___ - - - - � - - . � � - .- _.-__-______________ !� �__________ __-i----------------------___
------- : 1
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED HOOD5CRENS (INCH SERIES). VIEWING DISTANCE 01' 7f4E 510N, WHICHEVER 15 LESS. ROOF MEMBERS NOT SUPPORTING CEILING L1150 I �-EATHERINO i SEVERE ! 10200 MAIN RD
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IE30 SHALL I I_ -------_____ --------__ _________ I
BY 'SIMPSON" MANUFACTURER. - __ - - - ---------__, ---- ----- - I .
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11. EXIT 51ON5 SHALL FEE iNTERNALLY OR EXTERNALLY ILLUMINATED PER 2020 1 I 51-01, 1
� i:,
PLUMBING FLOOR MEMBERS i L/'3&0 �FR05T LINE DEPTH I MATTITUCK, NY 11952
5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES Nye 50 c:iZC,7;ONc 10!�.5 OF, 1015b, RESPECTIVELY. ILLUMINATION SHALL BE _____________ ___________ ---,--------- --- _ �I__ ---------------------- 1
5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED I. CONTRACTOR SHALL INSTALL HATER SUPPLY, DRAIN, HASTE, AND VENT (r�'Nv) PROVIDED AT ALL TIML-5 AN-- EXIT 51ON5 SHALL 5E CONNECTED TO AN � - _ _ - - I -- - -1 __ ___ __________._.___ I -
DIRECTLY TO THE HEATHER OR SUBJECT 70 SALT CORROSION IN INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL i - 11 TERMITE lI MODERATE TO HEAVY �
COASTAL SYSTEMS TO NYS PLUMBING COPE AND NY5 DEC REGULATIONS. EMERGENCY POV4MR, SYSTEM WHICH PROVIDES CONTINU!Ft7� ILLUMINATION OF NOT !EXTERIOR WALLS K/ PLASTER OR STUCCO FINISH � 11-1560 __________________ ---.------------------ -L-_ -_. __l______ ______.________ I
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LE55 THAN qC) M!NUTE5 IN CA5E OF PRIMARY POWER LOSS, AS PER 2020 NYS Bc, � ii � - I ]l DRAWING TITLE:
LOADING VALUES ARE LF55 THAN WHAT 15 SPECIFIED BY SIMPSON" 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. SECTION 1015.6.5. 1 - -__ _ _ - - � __ ______ -______ ___-]I ICE BARRIER REQUIRED l� YES
11 DRAWING
- ----------- _____----------
1
4. WHERE WINDOWS AND DOORS INTERRUPT HOOD 5TRU07URAL PANEL I EXTERIOR HALLE, H/ BRITTLE FINISHES : L/240 ; -- -�-.,-"i-l-----.- --------------- _____ 1� GENERAL NOTES ----------
,AL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED _______________ - - . --- - � - - - -------- - _ _____] _----_--=-===_--____________ - ------------ --------- - I
5HEATHINO AND SIDING, FAMINE ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANIC 5. ALL HATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION 12. A 547N 57ATINIS, "EXIT" IN VISUAL CHARACTERS, RAISED CHARACTERS, AND � -_ _____ -�- .-..-- -____ -_ --- -
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER AND AT BASE OF VERTICAL HASTE PIPES. BRAILLE AND COMPLYING WITH ICC All-T.1 SHALL BE PROVIDED ADJACENT TO i EXTERIOR WALLS H/ FLEXIBLE FINISHES L/120 II STRUCTURAL DESIGN CHARTS
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BFINO INSTALLED. EACH DOOR TO AN EXIT PASSASEKAY AND AT THE EXIT DISCHARGE, AS PER _____________ __ _________ _ -- .-.--------- - � I - . - � ______ ________________ --li
4. USE 411 CAST IRON THROUGH FOUNDATION HALL AND PITCHED AT 115" PER 2020 NYS E3C SECTION 1015.4. 1 1!
z ATTACHEP TO AI
FAIR OF OPP051NO FOOT. INTERIOR PARTITIONS K/ PLASTER OR STUCCO FINISH L1560 �i
5. RIDOE STRAPS SHALL BE !i
b" OR 2"x4" LUMBER 15 (5. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 15. REQUIRED 51ONAOE OF ALL ACCE551BLE AND INACCESSIBLE AREAS MUST --------------------- 11 I
RAFTERS EXCEPT WHERE COLLAR TIES OF I"xr SPECIFICATIONS OF THE PRODUCT BEING INSTALLED �-
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF 5. OENERAL TAP AND HASTE SIZES AS FOLLOWS, UNLE55 07HERUN15E NOTED: COMPLY WITH SECTION 100ci.cl OF THE 2020 Nye 60. � INTERIOR PARTITIONS H/ BRITTLE FINISHES !. L/240 ! I
RAFTERS. - P15H WASHER.........................................2" if
1
1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY i I - _ _ � - � � � � - - - - - - _.___ ______
- KITCHEN SINK........................................2" :,
(b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT - LAVATORY..............................................2'
l�:�INTERIOR PARTITIONS K/ FLEXIBLE FINISHES � L/120 i, PAGE:
!�
:
b. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM - 5HOAER./TUE3..........................................2' 1 - - - . ------------ I___ .- � � - - -_. ----- _---_jl!
-1. FLOOR TO FLOOR HOLD-DOWNS To BE PROVIDED EVERY 45" AND EVERY - TOILET........................................................5" 11 - - -------- - ____ ____ ___ _ - � � - __- -- ._- -_____-.1 A09% r lk Aff AVV& 0
HANGER SHALL BE ALLOWED TO BE SUBSTITUTED P417H A TOP MOUNTED i
16" WITHIN 4 O EXTERIOR CORNERS. - LAUNDRY .................................................2" i :1 IIIIIIIIIIIIII01k m im w 0 u
BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. i 1!
! VA §
- FLOOR DRAIN..........................................5" if u ,em 1%w
: 11
5. SILL PLATE To FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED �! 57RU(,'7UF,AL DCS. LOADS j!
T5 HAVING A MIN. DOLT DIAMETER if
To THE FOUNDATION WITH ANCHOR BOL 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" . - -� __-- -------
ELECTRICAL: I - --- - - - -_ - -- - ----_- �� -- -- - --------- ---]l I
OF J" AND 5"x5"xj" KA5HER5. A MINIMUM OF ONE ANCHOR E30LT SHALL BE THROUGH ROOF. I I
1. ALL NEKLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM i, ,i I
PROVIDED HITHlN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR U57 LIVE LOAD �IDEAD LOAD';;
To 2011 NATIONAL ELECTRIC CODE, NFFA-70 AND 2020 NEN YORK STATE � i
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONCRETE/MASONRY 1. PROVIDE FR05T-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN $ __ ___ � ___ _ _________ __ _ ___ - . - . -- � - __ - ---if DATE: 07/21/21
ENERGY CONSERVATION CONSTRUCTION COPE. i ! i� 2 OF
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAIN COOKS AS RFOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW
I
AND AT SPACING NOT EXCEEnINO 4' ON CENTER. PROTECTION. � FIRST FLOOR AREAS 100 psf �� 15 psf !�
1:
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON : !� - ----------.. ---.---- ;!
i _____- ____ - - __---------- - - -- - ______ _____ - � � -
1 GUARDRAILS AND HANDRAILS 11 i
if
COMPLETION OF WORK. 5. HASTE FROM CLOTHES KA5HER5 AND LAUNDRY TUE35 ARE TO BE PROVIDED I 1 50 If / 200 lbs li 15 p5f i�
GYPSUM HALL BOARD i (LIVE = LINEAR / POINT) I
I. GYPSUM HALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. SMOKE/CARBON MONOXIDE DETECTORS, IN CONFORMANCE WITH NFFA '72 WITH BACK FLOW PROTECTION. I - - - __ - __ ____ __ . - � -___
COMPOUND METHOD. SHALL BE VERIFIED. WHEN NOT PRESENT PROVIDE HARD HIRED DETECTORS N/ cl. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE PNIITH =D Apc,
BATTERY BACK-UP IN COMPLIANCE N1 2020 NYS 130 cII5 4 LOCAL CODE. �: &
CEILING, UNLESS HEALTH DEPARTMENT STANDARDS AND RFOULATIONS. ASCE -7-10 (MINIMUM ME516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) �l t,
leb - ,P. p,'hk *I
2. ALL GYPSUM BOARD SHALL BE 1/21' ON HALLS AND r , .1.
N-1 (XI,. , "
OTHERWISE NOTED. HATER RE515TANT (HR) AT BATHROOMS AND INHERE 0 � "." , �.
10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR , ��', - ,�k 0�
DEEMED APPLICABLE. , •" ,1, . -.F,,
To CONCEALMENT OF PLUMBING. A.�l � \ f;l? t�� ,� -
� �� , 'r, 4 'A
"i., ,� ,4,."
" 11
5. 5/8", ONE HOUR RATED, TYPE W C7YP5UM BOARD ON CEILING AND HALL5 < . - cl)
..
(WHERE APPLICABLE) _ND THREE FEET 11. NOTCHING AND BORING OF 5TUD5, JOI5T5, RAFTERS AS PER BUILDING CODE. "' Im:_ . '. *
.ABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND * I I .i ; �jl
.
.
No NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED , .. '_ � 'I 1 .
IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING , / ,
NOR ANY POTENTIAL DAMAGE THEREOF. - * `, ".*-,t-,"L,.,--/ /� Fes..
EQUIPMENT, CONCRETE FLOOR OR IF PLP GED ON HOOP FRAME, INSTALL ) _;i-!- . �
- i -
. ,-
CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 1,'N I.,!"�,._.,.,. �ei, 1.�.,.-,/
- I I - I 4-
�/ 'l'l__` , ,
l 4. ,
,
4. FINISH JOINTS, J-BEAM5, NAIL DIMPLES, CORNERS, AND ED5E5 SHALL BE
TAFEr;, AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS � __ ",�___
TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. -
�
I
i
�
1
5. METAL CORNER BEAM To BE USED ON ALL OUTSIDE CORNERS AND AROUND
ALL OFFNINOS.
I 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEPULE ON PAGE 0-003. I I 1
4
.
FASTENING SCHEDULE A
AGGE55I 5L.E FLUM5 I NC EhE��ENTS i$ FACILITIES DETAILS (FER ICC, All-7 . 1 GHAFTERS 5 6)
ATR0O �� ��®� � NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 Q F-
*UNI75 OF MEASUREMENT OF THE DIMEN51ON5 PROVIDED ARE INCHE5 (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT) (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, J = N
AND ROUGH OPENING FRAMING REQUIREMENTS) W
ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIE5 UNLE55 NOTED OTHERWISE
C"ket fixtures not allowet! - W
;ct,r,tt%S area �,
36 max
���v� _-_ _ ___- ---=11_=. ____=--_-__-.____=MANUAL TABLE 3.1) � Q �;
(SCHEDULE A5 PER AWG 2018 WOOD FR - _-_ - --- -_ _ -- -- I �
1?tit tM v' AME CONSTRUCTION Mr „ Z
. � M
:: - -I- AND QUA G I' -- P PAG I NG -- � O Z
{4• �} i •�-�� � �, �' ����� 12 MIN 12 MIN D SGR PTO _- -ll J = �
J
M�
H
,
TOILET PAPER ROOF
G I I G FRAMING
E 3
6" MAX-
0 or) O
RAFTER TO TOP PLATE (TOE NAIL) - SEE PAGE 5-005 PER RAFTER UL LO
i .tWgz X
= JOIST TO TOP PLATE (TOE-NAIL) G-003 PER J015T Z
CEILING JSEE PAGE m
-------.___ f'k
m m CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) - ----SEE PAGE G-003 - . ---EACH LAP
III f�"
FIG.504.4 + r B rib Dar Ur Protruding Deis rr r Above Grab Bar 1110 - - -- - --- - --il70 Ll ---- ------- Z W
FIG.504.3 - - --- --------- - I --- - -- --- - -- - -- 1 Q
4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 11-Ibd COMMON EACH LAP J
WATER CLOSET SEAT HEIGHT D ra�Uti d'ar D} G c Recossed Dispenser MIN �- - - J �
SIZE OF CLEARANCE FOR WATER CLOSET _
- -- --- ---- ---- -
12" MAX COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003
PER TIE d' O
WATER CLOSET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. 604.7) Z 0) CD
2-8d COMMON
BLOCKING TO RAFTER (TOE-NAIL) j EACH END J
REINFORCED AREA5 FOR INSTALLATION OF _-.-- _.--, _-- -_ --- 1,_-- --_- --------------- --_-- _ _-_- - - _ _ O
GRAB BARS AT WATER CLOSETS - --- - - - ---------' -- ---- --- - - ---EACH END--- Z d'
RIM BOARD TO RAFTER (END-NN AIL) :2-16d COMMON
a'6 minZ
gi5 12 min CN
4to4 _j
r,4 E, �I� ��� >, � I ,�- 120WALL FRAM I NG j
610 I
LO L.1.. T-1
W bi t 2 R1 TOP•b - - --- -- - - i ..
ae TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT
TOP PLATES AT INTERSECTIONS (FACE-NAIL) l 4-I6d COMMON J015T5 - EA. SIDE
ctw 4, tc - -- ---- I------ --- -- -- - - ---- -- -
"' g �y + STUD TO STUD (FACE-NAIL) 2-I6d COMMON 2O.C.4" O
Ljj
man
NAILING/57RAFFI NO NI NDOhl/DOOR HEADER - - -- - - --- - --- ---- - ----- - - !I- ----- - - - - -
C II _
_
(a)Circular O,y Ic} HEADER TO HEADER (PAGE NAIL) Ibd COMMON ,, Ib" O.G. ALONG EDGES;
Noncircular NOTATION: U
A - NUMBER OF ad NAILS a
FIG.504.3 B - NUMBER. OF SILL STUDS-ON FLAT(DOES NOPIAPPLY ITOWDOORSA2 018 WFGM, TABLE 3.235, P. 2111) PER STUD w ..
END OF TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON
FIG.509.2 I,
SPACING OF GRAB BARS ENDJ015T, or BLOCKING (PAGE-NAIL) _ - - - --__ -- -- -- ~
FIG.504.5.1 SIZE OF GRAB BARS G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.23G,P. 292; 2-I6d COMMON �� PER FOOT V
SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET ALTERNATE AS PER TABLE 3.23D,P. 2113) __ l
FIG.504.5.2 '- BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,
D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE
GRAB BARS PLACEMENT GRAB BAR5 SPECIFICATIONS A —D (2018 WFGM,TABLE 3.1, P. 1811) FLOOR ERAMINC Q
E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2018 WFGM, TABLE 3.22F, P. 288)
G F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) a EA. SIDE _ ---
15 trrin
(DOES NOT APPLY TO DOORS) (2018 wFCM, TABLE 3.8,P. 1111) J0I5T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST
&i; \� � � -m-. (--------------i - - - -- __ _ - ,_ BRIDGING TO JOIST (TOE-NAIL) f 2-8d COMMON II EACH END I �'
' ............
it i c �� - s
FASTENING SCHEDULE 8 BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END -
1 " _. i Lr i `- ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOWDOOR OPENINGS III - - - - --- - --- --- -- ---- ---- �4------ -- -
•._ A t Z`i S , II (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) BLOCKING TO SILL or
...._ i s Mr A ;f. - .. TOP - -- -------- --- - - 3-I6d COMMON ---' EACH BLOCK-
r,
} - PLATE (TOE-NAIL)
NOTATION �I I II II
EDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST
_�,.._.... 7_"."'� �' ROUGH ' - ;-
t OPNG J M (TOE-NAIL) 3-8d COMMON PER JOIST
_ - -
� 5 rry `� 8 xetax 97-25 f - - - - I- -,- --- - _ _ �� _ - � ---- - - --- ---—-------- --- --- ------- I ------------------------�'
r. ,
z �x i 1 min '; I I GIST ON LEDGER TO BEA OE N
a
1 2 �, I I 1 I I I I I I r------------- ---- I
12St ay —F 3ISbl 15a g t f 35 -- -
2 O SAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER J015T
JI, � I I
(ai til I
FIG.505.3 4-O -- - I -- -- - -
(b)Elevation - - --- - - -- - -----
Elena}ion plan Elevation PiBrti � i u �'�, --- - - -- - --- -------- ------------------------- ---- - - ----------------------- ---- -----_- - I
HEIGHT OF LAVATORIES AND SINKS FIG.366.3KNEECLEARANCE FIG.3o5.2TOE CLEARANCE I - � BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) I 2-I6d COMMON PER FOOT
FIG.6�2.5DRINKiNG FOUNTAIN SPOUT LOCATION _ I 2 2 1 2 2 �-_____- _________._ .._ _-.__-__ L_-__-______-- _-_
(B, �REQUIRE5 SILL I PLATES(OF 2"xb" (MIN.) 6- O �' 11-- -I - - - �i - ROOF SHEATH I N�7 --- ,
"` - DE I B B 3 3
LAVATORY/SINK PLACEMENT DRINKING FOUNTAIN PLACEMENT KNEE TOE CLEARANCES
8'-01I 7 2 B-- !! 4 4 4 ----- - -- __- --._---=�1
I
INTERIOR ZONE
ad COMMON b" EDGE / 12" FIELD
- - --
- - -I
I
STRUCTURAL PANELS.
- I
PERIMETER EDGE ZONEg Sd COMMON 6'I EDGE /6" FIELD j
GABLE ENDwALL RAKE OR RAKE TRUSS w/
8d COMMON '' 4" O.G.
11 RA i
i
I
i
I UP TO KE OVERHANG I I
lI
- �I --_— - -- -- --j III
I
I
i
GE I L I NG SHEATHING
GYPSUM WALLBOARD rd COOLERS i 1" EDGE / 10" FIELD ,I
WALL SHEATHING
I
11 � II I
STRUCTURAL PANELS II Sd COMMON b" EDGE / 12" FIELD
- -5d COOLERS- - 7 EDGE 1O FIELD
Z
GYPSUM WALLBOARD / "
I=LOOR SHEATHING (SUE3ELOOR) o
- - - r --- ----- - -_---,'
STRUCTURAL PANELS:
I" or LE55: if ad COMMON III 6" EDGE / 12" FIELD III -- - -t- -- -- --- - - - -
GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD iI - - --- -- --- ------ -
i - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL EDGE.
ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q
FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REGUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR
ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 1
- WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER,FOOT.
s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ®�® CENTER SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE
USED. AS-BUILT
10200 MAIN RD
MATTITUCK, NY 11952
DRAWING TITLE:
ACCESSIBLE PLUMBING ELEMENTS
STRAPPING, & NAILING DETAILS
FASTENING SCHEDULE
PAGE:
E 1k
U`U ■
DATE: 07/21/21 3 OF 8
_ Ir .spy
k-
Q �
NEW PARTIAL HEIGHTO 61
— EXISTING TO BE DEMOLISHED W Z O
N
WOOD FRAME (1-6. STL. 'i i, I I , J
WHEN APPLICABLE) W
EXISTING TO REMAIL'',
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ----- -- `- Q W >_
STL. WHEN APPLICABLE) 0= Z
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL z
rl n
O
WOOD FRAME (L.G. _iTL� . ❑ POST FOR 4" WALLS
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P Lo O SE
POST FOR 6" WALLS), U.O.N. O
NEWFR FIRE 5T Ln it
WOOD FRAME (L.5..G. °iTL. FL--i
WHEN APPLICABLE)
It m
y Q W
J
J 00
> O
NO WORK TO BE DONE Q z
SCOPE OF WORK DOES
NOT AFFECT THESE UNITS
TA
W W CO
Lo e-1
Lo
�r W
NO WORK TO BE DONE ifLi ui
^K SCOPE OF WORK DOES H U
1 NOT AFFECT THESE UNITS
7 77
NO 1^IORK TO BE DONE
SCOPE OF WCRK DOES w
NOT AFFECT THESE UNITS
j
1 I I
h
i
i
I i it i
II
EX I ST I NO FIRST FLOOR FLAN (UNITS #I , #2, #5) F_
2,�GO S.F. O ROSS AREA (ENTIRE FIRST FLOOR) SCALE: I/4° = I -o' �
0
---- ---- t---------
PROJECT: -----PROJECT:
i
- NOFO CENTER
AS-BUILT
NO WORK TO BE DONE
SCOPE OF WORK DOES j
NOT AFFECT THESE UNITS 10200 MAIN RD
MATTITUCK, NY 11952
DRAWING TITLE:
EXISTING FLOOR PLANS
O
O O NO WORK TO BE DONE
SCOPE OF WORK DOES PAGE:
NOT AFFECT THESE UNITS
A4D 'A
e
DATE: 07/21/21 4 OF 8
ula
DAP,
EX I STI NO FLOOR PLAN (UNITS #11 #21
24CI0 S.E. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0"
4�
SEI ERAL I 0 I U
_ NEW PARTIAL HEIGHT ~ d7
EX15TINO TO BE DEMCLISHED
WOOD FRAME (L.G. STL. W z 0
EXI5TIN5 TO REMAIN WHEN APPLICABLE) J tCN
�-1
Lu
NEW WOOD FRAME (L.G. NEW FOUNDATION WALL
STL. WHEN APPLICABLE) m Z
NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL Z
WOOD FRAME (L.G. 5%. P05T FOR 4" WALLS J
WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL 10 R
POST FOR b" WALLS), U.O.N. O O
NEW 2-HR FIRE RATED O OO
WOOD FRAME (L.G. 5%. �' 'd m
WHEN APPLICABLE) �'
Z
H �
Z
Q W
J
J 00
Z
EXIST. ELEG.�— —j Irl H�
PANEL z
� Z ri
LLWN
Cfl
Lo w Ti
r O Lo
F+� O J 0
sr e
c }
EXIST
MECH.
REMOVE EXIST. EX15T. ROOM ui
TOILET 4 SINK FURNACE
V
LTJ
~ U
EXIST. RELOCATE Q
EXIST. s`
UNISEX H.W.H. "" `=
RE5TROOM `
STRUCTURAL `
"- P05T
DEMOLISH " _
O EXIST. WALL5
4 DOOR
EXIST.
EXIST. ELEG. COMMON ; 3
PANEL TO BE SPACE
REMOVED 4
RELOCATED I
EXIST. AIR
HANDLER
EXIST. OPEN AREA
(CONFERENCE, 5HOWCA5E, SALON, ETC)
DEMOLISH EXIST. DOOR 4
PORTION OF WALL
EX15T. HALL
I
EXIST. SLAB ON GRADE
I
EXIST.
PRIVATE DEMOLISH EXIST. DOOR 4
OFFICE PORTION OF WALL AS REG.V w
FOR PROP. DOOR WIDTH
o
Lu
o
EXIST. DEMOLISH EXIST. PROJECT:� '�'
PRIVATE - WALLS 4 DOORS �
OFFICE. NOFO CENTER
EXIST. OPEN AREA AS-BUILT
(CONFERENCE, SHOWCASE, SALON, ETC.)
EXIST. EXIST. - — -------------
FURNAGE STRUCTURAL
POST 10200 MAIN RD
EX15T. MECH. MATTITUCK, NY 11952
OROOM O
I
DRAWING TITLE:
PROPOSED DEMOLITION PLANS
EXIST.
STRUCTURAL
POST
PAGE:
0
DATE: 07/21/21 5 OF 8
ED
,e.
FOUNI7AT I ON I�)EMOL I T I ON PLAN (UNITS #4 #5) FIRST FLOOR I7EMOL I T I ON PLAN (UNITS #4 #5)
O"
SCALE: 1/4" = I'- 5r-,ALE: 1/4" = 1'-O"
2,4r-10 S.E. OROSS AREA (ENTIRE FOUNIDATION LEVEL) 41342 S.E. GROSS AREA (ENTIRE FIRST FLOOR)
GENERAL SNr1� 50L <E"',' : Q
NEW PARTIAL HEIGHTZ
~ O
_ EXISTING TO BE DEMOLI5HED W Z N
O
WOOD FRAME (L.O. STL.
WHEN APPLICABLE) J r-11
EXISTING TO REMAIN H Tq
NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q W >_
5TL. WHEN APPLICABLE) _ Z
NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Z
WOOD FRAME (L.O. 57'L. POST FOR 4" WALLS —j J
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
H Lo �
POST FOR 6" WALLS), U.O.N. O O
NEW 2-HR FIRE RATED O O O
WOOD FRAME (L.O. 57L. 13-
Lo m
WHEN APPLICABLE)
Z
O
FLOOR FLAN NOTF-5 0
Z it
DOOR NOTE: PORTABLE FIRE EXTINGUI5HER: Q LLl
O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. PROVIDE (1) PORTABLE 2A:I05:0 FIRE EXTINGUISHER —j
OUT ON PLANS BY 'JELD-WEN' (OR P_OUAL). (OR EQUAL) IN THE APPROXIMATE AREA INDICATED, IN J 00
2.INSTALL NEW EXTERIOR DOORS WHEN GALLED COMPLIANCE w/ 2020 NYS BG qOb.
OUT ON PLANS BY 'THERMATRU' (OR'. EQUAL). 2. EXTINGUISHER SHALL BE LOCATED IN A CONSPICUOUS NEW 24 G.E. Z O O
6DT550 vi
5.DOOR TYPE TO SELECT LOCATION THAT 15 READILY ACCESSIBLE AND DISHWASHER
4.INSTALL AS PER MANU 5PEC.'s AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL (OR EQUAL) O
5.PROVIDE (2) 2"x8" HDR., U.O.N. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. 1 Zai Z >: 4
4.SEE PAGE 5-005 FOR ALL OTHER FRAMING 5. INSTALL PER MANU. SPEC.'S EITHER ON SUPPLIED Q��?��J Q Z vi
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. HANGERS b BRACKETS OR WITHIN CABINET USED TO
HOUSE PORTABLE FIRE EXTINGUISHERS. CABINETScV
IA FIRE RATED DOOR: SHALL NOT BE LOOKED. �'��Q' LL W O
VERIFY EXIST. 32X6$ 1.5 HR. SELF-CL051N6 STEEL DR. 4. LOCATE BOTTOM OF EXTINGUISHER AT LEAST 4" ABOVE �V�Q Lo m r-I
3 PROVIDE NEW IF NOT PRESENT. FLOOR AND TOP OF EXTINGUISHER NO MORE THAN 5'
N
ABOVE FLOOR. FOR EXTINGUISHERS WITH OR055
2-HR. FIRE RATED INTERIOR WALL CC)NSTRUCTION: WEIGHT EXCEEDING 40 L155, LOCATE 50 THAT TOP OF EXIST. ELEG.J J O
OPANEL
Y.I.F. EXIST. CONSTRUCTION CONFORN'5 TO UL DESIGN NO. EXTINGUI5HER 15 NO MORE THAN 5'-b" ABOVE FLOOR.
U505 IN CONFORMANCE w/UL 263 STANDARDS, OR
PROVIDE NEW. SPECIFICALLY: ELECTRICAL METER:
PROVIDE (2) 1" DEN5 GLASS FIRE RATED SHEATHING ON 10 REMOVE 8 RESET EXIST. ELEG. METER IN INDICATED 5
BOTH SIDES OF WALL. WHEN WALL CONTAINS OPENING, LOCATION AS PER NY5 MEGH. CODE, @ UTILITY CO.
LV
FIRE-RATED CONSTRUCTION SHALL INCLUDE HEADER, STANDARDS.
WALL-SPACE ABOVE OPENING, d P05T5. C
TURNING SPACE: MODIFIED —
SMOKE DETECTOR / GO DETECTOR NOTES: 11 60"(P (MIN.) TURNING SPACE IN COMPLIANCE w/ ICG All-1.1, MECH. �R V
5 SECTION 504. Lu
I. ROOMS/SPACES w/ 5M/CO DETECTOR INDICATED ON ROOM
PLAN SHALL BE CHECKED IF EXIST. HARD WIRED NEW EX15T.
DETECTOR EXISTS.
ACCESSIBLE FURNACE = J
2.IF NONE - CONTRACTOR SHALL PROVIDE CODE TOILET w/
COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION GRAB BARS 2 RELOCATE
DETECTOR HARD WIRED TO EACH OTHER W BATTERY H.W.H. Q „
BACKUP.
5.:N5TALL ALL AS PER MANU. 5PECA,
4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH 2020 NYS BG ql5 d LOCAL CODE. aia'
x;
i
NEW EXHAUST FAN SHALL BE INSTALLED WHERE
O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL
CIRCULATION THROUGH WINDOWS OR DOORS TO 5 Y4
OUTDOOR SPACES AS PER NYS MEGH'. CODE SECTION 4
b
405.5.1.1; INSTALL AS PER MANU. SPECS EXIST.
O
STRUCTURAL
ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 T (rYPJ
NEW UNISEX
II ADA-COMPLIANT �
ACCESSIBLE PLUMBING ELEMENT RESTROOM
O6 ALL NEW ACCESSIBLE PLUMBING ELEMENTS 8 FACILITIES O �ry to
TO COMPLY WITH 20041 ICG All-T.1 CHAPTERS 5 d 6. SEE \ mQ;F
ALSO STANDARD DETAILS ON PAGE 0-005.
WATER DISPENSER ``J CIA
O NEW WATER DISPENSER SHALL BE PROVIDED IN INDICATED
MODIFIED PROPOSED RETAIL SPACE
LOCATION. WATER DISPENSER HAS BEEN DEEMED AN j
� I
ACCEPTABLE SUBSTITUTION FOR DRINKING FOUNTAINS COMMON SPACE
I
REQUIRED PER NY5 PG 410, AS APPROVED BY THE SUFFOLK I 5 • 5
COUNTY BUILDING DEPARTMENT. NEW
SERVICE SM/GO
OACCESSIBLE ENTRAGE I I SINK�� 2
I. ACCESSIBLE DOORWAY AS PER lirC All-7.1, CHAPTER 4.
2. V.I.F. EXIST. DOOR DOES NOT INCLUDE CLOSER d 3
LATCH;REMOVE COMPONENTS IF CURRENTLY EQUIPPED. i .o EXIST. AIR g`
5. DOOR THRESHOLDS SHALL BE I/2" MAX. IN HEIGHT.
HANDLER o„ j
EXIST.
HALLWAY
h IA
I
EXIST. SLAB ON GRADE
'A 2
2 K1ui
0
U I
Lij
I 'I
I
Lu
��-
FRAME-IN ARCHWAY = PROJECT:
5 OPENING w/2-HR
FIRE RATED WALL
•
SM/GO N0170 CENTER
8
PROPOSED RETAIL SPACE } AS-B V I LT
(848.8 5.F)
10200 MAIN RD
MATTITUCK, NY 11952
EXIST. EXIST.
FURNACE q STRUCTURAL
PosT (TYP) DRAWING TITLE:
EXIST. MECH. - -- ----- ------ ---- --
O ROOM 0 PROPOSED FLOOR PLANS
PAGE:
EXIST.
STRUCTURAL
POST A-1030 001�
■
DATE: 07/21/21 6 OF 8
D Ado
�y 0
I• ,� R ' P yam"
FROPOSED FCUNDAT1 ON PLAN (UNITS #4 4 #5) F-RO 'OSED FIRST FLOOR PLAN (UNITS #4 #5)
2,4ciO S.E. OROSS AREA (ENTIRE FOUNDATION LEVEL) SCALE: 1/4" = 1'-0" 4 542 S.F. OROSS AREA (ENTIRE FIRST FLOOR)
OE I VE AL 5 I �50L <E"',r :
: d�
U
EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
- WOOD FRAME (L.G. 5TL. 04
0
WHEN APPLICABLE) J = rl
EXISTING TO REMAIN F- ri
NEW WOOD FRAME (L.C- NEW FOUNDATION WALL W
Q �:
5TL. WHEN APPLICABLE) Z
NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4° STRUCTURAL
_
WOOD FRAME (L.G. STL. P05T FOR 4 LL
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL ` Lo
Y
POST FOR 6" Wm WALLS), U.O.N. � O
NEW 2-HR FIRE RATED O O O
WOOD FRAME (L.G. 5TL. 0- Lo'tm
WHEN APPLICABLE)
_ Z
O
Z
Q w
J
.J 00
Z CD
J
O
MEANS OF EGRESS TABLE � J cv
I I F I RST EORES5 ROUTE SECOND EGRESS ROUTE � ) o
FUNCTION OF ROOM SIZE OCCUPANT LOAD MAX. MAX. TRAVEL
FACTOR OCCUPANT DISTANCE �_-.-- - :_:-----,__-:-_: -• _,•
ROOM SPACE (5.F.) (1) ROUTE MAX. TRAVEL . ROUTE MAX. TRAVEL
(IBC TABLE 1004.5) It (S.F./OCCUPANT) LOAD i ALLOWED (FT.) ; _
DESIGNATION I DISTANCE (FT.) DESIGNATION i DISTANCE (FT.)
1 ,
EXIST. MECH. MECHANICAL it W .:
ROOM EQUIPMENT ROOM
38.5 300 I 75 / 200 Al 45.5 A2 46.a 000
I
' d" I
# - /y EGH.D U
♦ W
PROPOSED MERCANTILE 848.8 60 15 -75 / 200 BI 42.2 B2 45.5
I' ROOM ® F-.
Z RETAIL SPACE - �' ♦ U
- U® ® J
® U
TOTAL: I6
ISI
MODIFIED �' MEGHANIGAL r �� ♦
110.5 300 I 75 / 200 GI 57.8 G2 SC.�i X04 4
o
MEC
H. ROOM � EQUIPMENT ROOMI'
'il iI
PROPOSED -
� MERCANTILE 71q.2 60 � 12 75 / 200 DI �, 45.5 D2 6f�.7
RETAIL 5PAGE
Z
I
I
TOTAL: 13
I I
NEW UNISEX
1 - THE FIRST AND SECOND NUMBERS ARE THE MAXIMUM TRAVEL DISTANCES WHEN ONLY (1) EXIT AND MORE THAN (1) EXIT 15 PROVIDED, RESPECTIVELY. A5 PER 2020 NY5 BG TABLES 1006.2.1 ff 1017.2. ADA-COMPLIANT
2 - WHILE ONLY (1) EXIT 15 REQUIRED PER 2015 IBC 1006.5.5, (:2) EXITS ARE PROVIDED AND CONSIDERED. RESTROOM O
COMPLIANCE STATEMENT:
TO THE BEST OF MY KNOWL=DCE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN GOMPLIANGE WITH THE 2020 NYS BG USING CHAPTER 3 CHAPTER 10 �rY ry
i
-�� CALCULATED EORErS"cJ" GAPAGITI' I I ry V MODIFIED PROPOSED RETAIL SPACE j
I MAX. REQ D (IBC l005.�) .._..__. . . . i (� � i I
MINIMUM EORE55 rY COMMON SPACE (719.2 S.F.)
_ COMPONENT SIZE �
DE51 GNATI ON - EORE55 GAP. E EORE55 COMPLIES? -
OCCUPANT , CAP. PER PROVIDED
1 i
♦ I
I
FACTOR GAP.
FACT .
CODE IN. 1 !
LOAD � ( ) (IN)
� ,i� (IN.fOGGUPANT) REQ D (IN.) ,� � � sum
f NNW
mom son
mm
A - DOOR I 0.2 0.2 32 28 NOry
I
Q 36 YES 0 G r ' •••
32 ! �!
I B - DOOR ! 16 0.2 3.2 - - � ♦
3.2 32 YES �EX1�
- DOOR 16 0.2 36
G O
HAl\LWAY
I
D - DOOR 2�i 0.2 5.8 32 44 YES `� \
i
E DOOR I 0.2 0.2 44 ! 32 YES 1 v
G
, I
I
` ' H
II F DOOR 13 0.2 2.6 32 36 YES ♦ ® w
G - DOOR 13 0.2 2.6 32 36 YES
w I
1 - EORE55 COMPONENT 15 AN EXISTING NON-COMPLIANT ITEM. THE SCOPE OF WORK DOES NOT INGREA5E THE REQUIRED 51ZE OF THIS EGRESS COMPONENT
AND DOES NOT RE5UL'" IN AN INCREASE IN THE DEGREE OF ITS NON-GOMPLIANGE.
® I
lop
;. PROJECT:
EGRESS EMERGENCY DEVICE NOTES: /�• ® N O FO CENTER
I. REFER TO "FIRE Q 5MOKE PROTECTION FEATURES" r ' �\ �\ AS-BUILT
AND PAGE G-002ANS E OR GREATER DETAILF EORE55 4 . NOTES ON O7� ''PROPOSED RETAIL SPACE
�\ ® �► WON
lV J
® ® "� ® ' '
2. IN THE EVENT OF POWER SUPPLY FAILURE, AN ♦ ® O O
EMERGENCY ELECTRICAL SYSTEM SHALL o s �► I®
AUTOMATICALLY ILLUMINATE MEGHANIGAL ROOMS AS � _ „o. r� ""� ------,
PER 2020 NYS BC SECTIONS 1005.55, AND SHALL � low ® 10200 MAIN RD
PROVIDE POWER FOR AT LEAST qO MINUTES USING ► �
5TORA5E BATTERIES, UNIT EQUIPMENT, OR AN ON-51TE �/ ` � � _ � � � �\ MATTITUCK, NY 11952
GENERATOR. r► `
5. ALL DOORS 5HOWN ALONG INDICATED EXIT ACCESS �\ ' DRAWING TITLE:
ROUTES, EXCLUDING MECHANICAL ROOM DOORS,
SHALL BE EQUIPPED WITH PANIC HARDWARE IN ® EXIST. MECH. - -
COMPLIANCE WITH NY5 BG 1010.1.10. ♦ `OM
PROPOSED EGRESS FLOOR PLAN
4. FIRE ALARM d DETECTION SYSTEMS (INCLUDING
AUDIBLE 8 VISIBLE ALARMS) ARE NOT REQUIRED FOR
THE PROPOSED UNITS, AS NONE OF THE CONDITIONS ♦ '
STATED BY NY5 BG clO1.2.2 EXIST. O♦
5. NEW EXIT SIGNS ARE NOT REQUIRED FOR ROOMS OR
AREAS WHICH ONLY REQUIRE ONE EXIT, AS PER NY5
BG 1015.1 EXCEPTION #I. THIS INCLUDES ALL ROOMS PAGE:
AND AREAS PRESENTED IN THIS SCOPE OF WORK.
ALL EXIT SIGNS SHOWN ARE EXISTING.
A -A ^ AM&I 0
-:L%04mw
DATE: 07/21/21 7 OF 8
AFZ
r,
r;.
PROPOSED FIRST FLOOR EGRESS PLAN (UNITS #4 � #5)
415,4�2, O ROSS AREA (ENTIRE FIRST FLOOR) 5GALE: 1/4" = 1'-0"
d
Q U
W = N
J W vi
Q w �-
= Z
0 (1) Z
J 3: �
�
0) C)
O
dO O
Lo W
}- * CIO
Z
I
O
F- it
Qw
J
J 00
z tD
Y O
Q Z TA
U- w Q0
Lo itr-I
r _ Lo
�O J O
w
m
w
�- U
U J
ALL PLUMBING WORK
SHALL CONFORM TO
LOCAL PLUMBING CODE
PROVIDE "ABE500 FP200 FR
EXPANDING FOAM" (OR EQUAL) a
O AT ALL PENETRATIONS IN FIRE O 1
RATED WALL5 AND LEGEND
FLOORS/GEILIN65. PRODUCT
EXIST. 4" FRE5H AIR CONFORMS TO ASTM E 814,
VENT THROUGH ROOF A5TM E 84, AND UL 147q HOT WATER
- -- - -- - - - I � - -- -- �------I SUPPLY
11 I
TER
- NEW UN15EX MODIFIED I - - - - - -NEW UNISEX-- -- -
_ MODIFIED- - � _ 3 I MODIFIED _ � MODIFIED SUPLPLY A
ADA COMPLIANT MEGH. ROOM _� NOTE: ! ADA COMPLIANT MECH. ROOM
HALLWAY ALL PLUMBING WORK
RESTROOM -- I SHALL CONFORM TO HALLWAY RESTROOM
PROVIDE "ABESGO FP200 FR
2 1 EXPANDING FOAM" (OR EQUAL)
_ I- I LOCAL PLUMBING CODE
W �I
AT ALL PENETRATIONS IN FIRE
I I RATED WALLS AND j
p DRINKING DRINKING
FOUNTAIN(5) I2` SERV. �.2 i2 121 12 I I p FOUNTAIN(5) FLOORS/GEILIN65. PRODUCT j
Q4 SERV. Q4 j CONFORMS TO ASTM E 814,
SINK I I I I IL Q4 SINK I Q4 f ASTM E 84, AND UL 14"711
R I 1I 1 I EXIST. F.A.I.
a I 1 I TO REMAIN I I I I Q ! I
LL KX
GLEAN OUT I IV :LIIV I I Iv y<
I AS REQ D
I- III I_ 1_ r I I- rr ICE �ry ICE �1
- - - --' - -L MAKE I j
--1 - - -- -_ --- _ -.--_. �-- _
MAKE I i - 1 1 -I \ _ . I\
I I'
CONNECT TO
I
CONNECT TO_,Z 4" EXIST. WATER
EXIST. DRAIN j 4" HOUSE SUPPLY SYSTEM
SYSTEM MAIN DRAIN 0.0 I - l
TO STREET
WATER MAIN Z
-- N
O a TO SEWER
SYSTEM Oa .._.._.._.._.._.�
- - - - 0
w
FLUME I NC RISE - DRAIN / NASTE / VENT FLUME I NC RISER - SUFFLY w
SCALE: NT5a
SCALE: NTS
o �
PROJECT:
NOFO CENTER
AS-BUILT
10200 MAIN RD
MATTITUCK, NY 11952
DRAWING TITLE:
PLUMBING RISER DIAGRAMS
PAGE:
000
■
0A ow"
DATE: 07/21/21 8 OF 8
f'i ffi..D r
c