HomeMy WebLinkAbout49721-Z ,0- soulyo� Town of Southold
* * P.O. Box 1179
oe 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45840 Date: 12/16/2024
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 1560 Pike St Mattituck, NY 11952
Sec/Block/Lot: 140.-3-17
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/21/2023
Pursuant to which Building Permit No. 49721 and dated: 09/19/2023
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"as built" laundry room in existing single-family dwelling as applied for.
The certificate is issued to: Foteyne Mouzakitis
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 49721 10/4/2024
PLUMBERS CERTIFICATION: 49721 10/31/2024
uth riz gnature
TOWN OF SOUTHOLD
��oFFDI 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#: 49721 Date: 9/19/2023
Permission is hereby granted to:
Mouzakitis, Foteyne
50-63 42nd St
Sunnyside, NY 11104
To: legalize "as built" laundry room in existing single-family dwelling as applied for.
Additional certification may be required.
At premises located at:
1560 Pike St, Mattituck
SCTM #473889
Sec/Block/Lot# 140.-3-17
Pursuant to application dated 8/21/2023 and approved by the Building Inspector.
To expire on 3120/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $527.20
CO-ALTERATION TO DWELLING $50.00
Total: $577.20
Building Inspector
OF SO(/j�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 aQ sean.deviin(ED-town.southold.ny.us
Southold,NY 1 1 97 1-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Foyteyne Mouzakitis
Address: 1560 Pike St city:Mattituck st: NY zip: 11952
Building Permit#: 49721 section: 140 Block: 3 Lot: 17
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Glens Electric License No: 4770ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 4 Ceiling Fixtures 1 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1, Wall Fixtures Smoke Detectors 3
Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 1 4'LED Exit Fixtures Sump Pump
Other Equipment: 100A Panel 32 Circuit/28 Used (7) 115 Combo & (1) 120Combo Breakers
Notes: New Panel & Protection of Laundry Circuit
Inspector Signature: Date: October 4, 2024
Copy
Tmsa 1liill Actl;x � 'i..'e1s�4t�ii:.(!3'.4,I j,tfrr=1E34�?
S�3�S 7Viu]n i{n;ed - .
F';C1: nx'l•i7.9 yr, r PAN 7Ulm
OCT
TOE:garu>rr
. �f�e
7'evvrl a� ciAt aicnf�
d% 10 lX:
ci
Owner:. - .4
•;�1et�e Iidisi� .
I'carol'j^,lltc tli� ilsi r:izse :iit ilia tiv�i t: u}i iy nysf m cciritiiins lcs:;>hati ,1Wof 1%.
,�P�tlS'i1bCt5_•�i�tldl�i]Pd�
t113- OF Iti� �] 3� �14 -----a n9V j u,r;,.t,tln �ti
3r; _.¢�� LPL' �Q� �`�°'L•
'� A1111� M1=1+. lu tl ;l�; AI lH !II tidtll9ti
.�,_ _._, ---'! . •-�------ ._ - _ :��j`Ati,4li+�'?�ft�i'1�1;1• , IA,�,II`�t1� 7ib'+ d�-
�Oltll�'�ll�}i4`i. .�.-_];_ ►�']�'lti`:,'C�UfI[3?
dt�;uP.1::7Pi�IPrtiu ilil^,lfptlu�;,�
��irdil:tl uta`glh'fl�i1�n1 -
I SOGTyo� -- — — —
Y TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] PdULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 0 g& Kw sowtc.e. We :I �
CO
(A�, ),A& tl
DATE Il l INSPECTOR
OF SO(/lyO� 0
I
# * TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
c!A OL e1)4f,-q11ce- rfzv
Iva
�� � � 4 o', (1-Z
1&� Nov a
zh 01
01
DATE I ' INSPECTOR
ho�,,oF souryo� (�I
# * TOWN .OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION, ] .PRE C/O [ ] RENTAL
REMARKS.
DATE INSPECTOR ..
A
r
jkii
®rl",
r
i ky
f tiq
l�
4
• y
i
i
i
i
a
1
.,.' 4 „ ...,...
` a
< .,
... k+...�.�
' ' v
��
+ k� .;�..
a
a
��--�
� .. _ .�.
. � �"','wr�� �n�`+ro'� t�,,�``w+��• ���,'��*„� "ate`�y�" � `.-**`�-�z.
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
= Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: .
Company Name: l�_W<<
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)T
Name: � f.o UZQ
Address: 1 u, ,CQ� iT c K (q
Cross Street: W K how/n
Phone No.: (a CC10 3 11 -V,�k 3
BIdg.Permit#: email:- -to("
Tax'Map District: 1000 Section: i t-4 O Block: 3. pV Lot: A t
BRIEF DESCRIPTION
�OIF�WORK, INCLUDE SQUARE FOOTAGE (Please Print Cle
Square Footage;.:AW
Circle All That Apply:
Is job ready for inspection?: YE AAAAA NO Rough In Final
Do you need a Temp Certificate?: YES W Issued On
Temp Information: (All information required)
Service Size AAAAA1 Ph W3 Ph Size: A # Meters Old Meter#
AA WNew ServiceW Fire Reconnect A AAFlood Reconnect A AAService Reconnect A AAUnderground A AAOverhead
#Underground Laterals -Wl W2 MMH Frame Pole Work done on Service? AMMY AA WN
Additional Information:
PAYMENT DUE WITH APPLICATION 0 I t I Z3 � 'o{ so
, kqA Y'.* c# 1 dS?vq
%ad.wo �p t� 4 4 T a /
rem* .
sew
IELD INSPECTION REPORT I DATE COMMENTS
t�
FOUNDATION (1ST)
-----------------------------------
C
FOUNDATION (2ND)
� O
ROUGH FRAMING&
PLUMBING Ats
� J
r
t�
INSULATION PER N.Y.
STATE ENERGY CODE
r�
l
FINAL
ci
ADDITIONAL COMMENTS
In i 2 -:PaA0 pk 4 '1 S 7 . a v 15 P -r -r 1 e c- 7v q. ,
�- coko �,.
1b•cS1- �.4 �d�c�r G�cr� �
t�
o �
o
z
. � d
b
fQt,�
4tio TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov
Date Received
APPLICATION FOR BUILDING; PERMIT
jD ��OV � i .r.�
For Office Use Only i rI
PERMIT N0. �qv Building Inspector: AUG 2 1 2023
Applications and,forms must be filled out in their entirety, Incomplete
applications will not be accepted.,Where the,Applicant.is not the owner,an
BUILDING DEPT.
Owner's Authorization,form(Page 2)=shall lie completed. TOWN C''I'SOgTTT t'1 r%
Date:08/21/23
D,WNER(S)OF'PROPERTY:
Name:Foteyne Mouzakits SCTM#1000-140-03-17
Project Address:1560 Pike Street, Mattituck NY 11952
Phone#:646-319-8223 Email:Foteyne@gmail.com
Mailing Address:1560 Pike Street, Mattituck NY 11952
CONTACT PERSON
Name:Michelle Sarabia, AMP Architecture
Mailing Address: 10200 Main Road, Mattituck NY 11952
Phone#:631-603-9092 Email:msarabia@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo, AMP mArchitecture
Mailing Address:10200 Main Road, Mattituck NY 11952
Phone#:631-603-9092 Email aportillo@am parchite_ct.com
CONTRACTOR INFORMAT,ION:' s
Name:N.A
Mailing Address:
Phone#: Email:
DESCRIPTION`OF PROPOSED CONSTRUCTION
❑New Structure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
OOther Legalize existing laundry room within existing dwelling $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo
1
!!l0/EII'ly IMi�OMMAT10M1
Fng use of property: j�0 jj �j I Intended use of property:
Zone or 7- 71
¢ which premises is situated: Are there any covenants and restrictions with respect to
1 this property? L]Yes F4No IF YES,PROVIDE A COPY.
`0 am* k 04 111 twos rr MW IS w..w to I by
d1"i1rMdt**TM+tdi MMrAllslaMM&110E"00&A n080WWAMhrMleleM 410111 "KIPW tp�ntrtrlewiisla�e
Oair ilWtt�l�aetl�a�aK> h.ftw VGA Md~"Pa"1aa% orftVk W bMeroare WA6 adit4*4%
��iiMlw���ir'wrri�r�il��11Mtii��eoaL 11r�K a�rM w aoa+ry wwh r��a�nar,r;Wyaoey
t�ar1�of ar�R aei b ai/e!aidioM,i ra�ws on�tal�s an/to bv�ehi b.���f� de fanfa as
PYIWMwa Min Awhftw .as h:,teo swam nmeofNyeanV4*slayP"dUW.
kHP k
hd
AppCication Audrorized Agent 130wner
Signatue of Appian Date:
STATE OF NEW YORK)
S.S-
COU_ NTY OF��d
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the rl,
(Contractor,Agent,Corporate Officer,etc.)
ofsiid owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
apokation;that all statements contained in this application are true to the best of his/her knowledge and belief;and
ttrat tlie*ork will be performed in the manner set forth in the application file therewith.l���
BARBARA H.TANDY
Swrxn'befWe me this Notary Public,State Of Newyork
No. 01 TA6086001
,� � Qualified In Suffolk Count
20a y
3 Commission Expires S' 7
Notary Public
s:PROPERTY=01 MEICAMNORt�AT[ON
(Where the applicant is not the owner)
I, residing at
«'4do hereby authorize_� f�4rLf �t'(�R,u to apply on
j-b-half to the Tow OfpOuthold Building Department for approval as described herein.
CA
, - =� � �: row-z..a���t►S
fpL4.C® BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
CD = Town Hall Annex- 54375 Main Road - PO Box 1179
^� Southold, New York 11971-0959
o�,�y apt Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(aD-southoldtownny.gov— seand(&-southoldtownny.4ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: c a - ea �.�.�
Name:
License No.: 7� ,._ email: l („�l� fE� r-,;r , ,Cc
Phone No:,,-, _ request an email copy of Certificate of Compliance
Address.: en-. . .rg� '
JOB SITE INFORMATION (All Information Required)
Name: CP v `?-
Address:
Cross Street:
Phone No.: —,;e -
Bldg.Permit#: Y I?79` email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
N CE.L
Check All That Apply: rV1 SP bI Lf
Is job ready for inspection?: YES ❑NO ❑Rough In ZFinal
Do you need a Temp Certificate?: EYES ❑NO Issued On
Temp Information: (All information required)
Service Size ❑l Ph ❑3 Ph Size: A #Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
#Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
• KID S7o
?bill �Q� 4 ! `f wit
I I LL1?,q POLZA o 10(,4,7cj r f 5 t tm3
Electrical Inspection Form 2020.xisx
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Info ation Required) - Date:
Company Name: UO W
Electrician's Name:
License No.: wks mal .
Elec. Phone No: V II request an email copy of Certificate of Compliance
Elec. Address.:E4
JOB SITE INFORMATION (All Information Required)
Name: A2
Address:
Cross Street: i C,K:ho_&-n c
Phone No.: (o Lf tR — 3 ( VA k 3
Bldg.Permit#: 46h a I email:- kle I'1w "OM
Tax Map District: 1000 Section: t'-4 O Block: 3. ov Lot: A t
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
(L�S 't t " %24A L
i
Square Footage: �5W
Circle All That Apply:
Is job ready for inspection?: YE AAW NO Rough In Final-
Do you need a Temp Certificate?: J YES AAA ONO) Issued On
Temp Information: (All information required)
Service Size WAA1 Ph W3 Ph Size: A # Meters Old Meter#
AAAWNew ServiceAAA Fire Reconnect A AAFlood Reconnect A,AAService Reconnect A AAUnderground A AAOverhead
# Underground Laterals W1 W2 AAAAH Frame Pole Work done on Service? WMY AWN
Additional Information:
PAYMENT DUE WITH APPLICATION It I Z3 ?0P"0I ilsoeo
Ja ` I°I l r.e cif- / dS7 vq
cwce pp o, Lt 1 -7 a
I
PERMIT P Address:
Svvitches
Outlets \
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
-arbon Micro Generator
-ombo Cooktop Transfer
aC AH Hood Service
Amps Have Usec
.pedal:
0
omments __
Q
f 1� n n
C)
W
Ld
-jLlv
Q � �
C Cn
0
O
^O Y) L v
� �-
.t 1S1 • w
Q r0
m •"F�
_C o • ++ to
�i,S V D
y _ _ --, ` - � - .. - _-- _.
•t Y .4 _ LIf
T\
zal
---'✓_, - y"`�---`----` - -' `t '-- --- ------- •�_._,._];:-.1, - � -
3 LOCATION MAP �
50ALE: NTS LJ�
EXI STI NO 12
STORY
FRAME f=A(5E <E)100, :
Nvt RES 1 DENC E
� - LSO AL I ZE EX I ST I NO LAUNDRY ROOM WITHIN EX I ST I NO DWELL I NO �—QQ 1 ,®Q PROJECT LOCATION &SCOPESITE PLAN & ZONING DATA
55 2 - NO CONSTRUCTION OR DEMOLITION NOR< 15 FROFOSED
-NO NEN FLUME31 NO NOR< 15 PROPOSED
�SOO2 •QQ GENERAL NOTES
X15S ENERGY TABLE
r-.,,T DATA : STRUCTURAL DESIGN CHARTS
1 P p,M
A- 10 1 .00 EXISTING FLOOR PLANS
' DWV/ WATER SUPPLY RISER
� PRdJEGT / ZONING DATA
-TAX MAP #
1000-140-03-17 --
ZONING DISTRICT R-40 / NO
LOT AREA II 0.5 ACRES
GofO - FOOL , FENCE 8 DECK #Z-18424; 08/26/89
III
CofO -DECK ADDITION #Z-23-722; 06/21/Q5
12
GofO - MAIN DWELLING 4 SHED #37354; 1/5/15 g
AP PRO ED AS NOTED 0
DATE: # 0
N B.P. �
FEE BY: cr_
LOT COVERAOE NOTIFY BUILDING DEPART NTAT
O --: ---_-- ---- --- - -- 631-765-1802 8AM TO 4PM FOR THE
5OUTHOLD TOWN CODE - l FOLLOWING INSPECTIONS: a
0 1.
D550RIPTION (FOOTPRINT) AREA 90 LOT FOUNDATION-TWO REQUIREDCOVERAGE FGR POURED CONCRETE
-- — 2 ROUICH-FRAMING&PLUMBING PROJECT:
TOTAL LOT AREA 15,000.0 S.F. 3. IN60LATION
` —E.KISTING DWELLING4. FINAL-CONSTRUCTION MUST
828.8 S.F. 6.4Y BE COMPLETE FOR C.O. MOUZAKITIS
N ALL CONSTRUCTION SHALL MEET THE
E<ISTING REAR DECK 560.0 S.F. 2.890
AS-BUILT
__. REQUIREMENTS OF THE CODES OF NEW
TOTAL AREA OF ALL STRUCTURES 1188.8 S.F. q.l3b YORK STATE. NOT RESPONSIBLE FON
Q - DESIGN OR CONSTRUCTON ERRORS
MAXIMUM LOT COVERAGE ALLOWED: 20%
IMPERVIOUS SURFACES < 8" FROM GRADE
1560 PIKE STREET
EXISTING ASPHALT DRIVEWAY -I63.4 S.F. 5.Q3o COMPLY WITH ALL CODES OF MATTITUCK, NY 11952
EXISTING WALKWAY 75A S.F. 0.6% NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF DRAWING TITLE:
XISTING GONG. REAR PATIO 199.1 S.F. 1.5�
�/�I STI Nlj SITE PLAN�l TOTAL LOT COVERAGE INCLUDING 222'12 S.F. 17.19� --� ��. "" � ' PROJECT LOCATION &SCOPE
3-RUGTURE5 <8" FROM GRADE ` I
sr". , ,0 . SITE PLAN & ZONING DATA
SCALE: I" = 10�-0° C"-�31�P1 TRUSTEES
N.Y
PAGE:
OCCUPANCY ORG-001m00
USE IS UNLAWFUL
WITHOUT CERTIFICATE DATE: 08/10/23 1 OF 3
OF OCCUPANCY
PLUMBER CERTIf7C,q TION
ON LEAD CONTENT BEFORE Additional
SITE LAYOUT NOTES: CERTIFICATEOFOCCUP
I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS ANCY Certification ,'
SOLDER USED IN WATER� k ��, C
SUBJECT TO VERIFICATION BY A LICENSED May Be Required. CD AR
e��t,
SURVEYOR. THE INFORMATION �JPPL Y SYSTEM
REPRESENTED ON THIS SITE PLAN IS TO THE EXCEED 2/10 OF i o LEAD.
CANNOT �
ARCHITECT'S BEST OF KNOWLEDGE.
2. SURVEY INFORMATION WAS OBTAINED < + s C%
FROM A SURVEY DATED DEC. 10, 2014 J
AND PREPARED BY: ELECTRICAL
� �^�I� r - r
L PLUN161k 1_VJAStE r
INSPECTION REQUIRED �, r;
SGHNEPF AL
MURRELL, P.G. n, ,. /r
126 MAIN ROAD &WATER LINES NEED ®�
SAYVILLE, N.Y. II-1 52 TESTING BEFORE COVI RINCa-`
TELEPHONE: (631) 589 1522
CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MASONRY \ /
NOTES � EFEC. I F I GAT I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT ABBRE Y I AT I ONS
OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WCRK BEING PERFORMED AND SHALL COORDINATE THE
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - - Q
TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION
5PECIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 0
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED 501L BFE BASE FLOOD ELEVATION INT. INTERIOR W
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT - -
GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDIN _j
3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. K 1 KIPS (1000 LBS) -�
I. NO WORK To START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS M
APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS BM BEAM MANU. SPEC.'s MANUFACTURER'S SPECIFICATIONS N APPLICABLE BUILDING DEPARTMENT.
4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED - - <C '+-'
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, B.O. BOTTOM OF - MAX. l MAXIMUM , j �ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD ]-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - - -� O
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MECH. MECHANICAL O (p
FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL GORES RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I� TIER OF FRAMING IS IN PLACE. B.O.W � BOTTOM OF WALL MIN. MINIMUM = D C)
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 0
AND AUTHORITIES HAVING JURISDICTION.
U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 1 Z
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED
OF THE OWNER/BUILDER 1. ALL BEAMS,GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER 6RADING OR INSPECTION A&ENGY b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN YORK CITY BUILDING CODE a I- V_
WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. -- -- - •0 �[N
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AN:)/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER 00 U
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR BEFORE PROCEEDING g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003.
WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE f OGG. OCCUPANCY 0 C)P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 -- -1- 0 ++ Lo
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I., U.O.N. [DFE DESIGN FLOOD ELEVATION (PBFE PRELIMINARY BASE FLOOD ELEVATION ONO v
UNLESS APPROVED BY THE ARCHITEOVENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1 2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ---- M _ Q O
ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. J�OURED CONCRETE ^ `
1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF COX CRAVE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER -- - W
BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS
1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED PL. PLATE 1 APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EA. ��EACH PLYWD. PLYWOOD
II. SUB FLOORING, GENERALLY,TO BE OF 5/4" THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR E5TA5LI5HIN& AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
q. DO NOT SCALE DRAWINGS, HRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER(5) 50.FT. ELEV. ELEVATION
DOCUMENT, THE COVERNIN& BUILDING CODE AND ANY ADDITIONAL P.T.- PRESSURE TREATED
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. - I�REQ'D REQUIRED +.J
e
II. THESE SET OF DRAWINGS ARE: THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURALEXIST. EXISTING RISER
COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. -- - U
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR
PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ----][ROOM m
14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES F.A.I. -I[FRESH AIR INTAKE R.R. ROOF RAFTER
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED &'-0" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITEOVENGINEER. NO - 1f -
RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. [FAR FLOOR AREA RATIO II STL. 15-TEE +�
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 15. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED • -
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 0-004. A HI ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT
WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ ENGINEER. -
14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS COVERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FLOOR FINISHED
TIMES. AT THE COMPLETION OF l^IORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF TBD TO BE DETERMINED
RUBBISH, WASTE MATERIALS,TOOL5,ETC.,GLEAN GLASS AND LEAVE W H PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND
WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE516N DRAWINGS, _
BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS U
--- -
15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL lb. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MI UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS AREA . A F.J. FLOOR JOISTS
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. THK. THICK
AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM G31 SPECIFICATION FOR GYPSUM LATH, OR A5TM C1q PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL
SPECIFICATION FOR GYPSUM SHEATHING BOARD.
CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. _
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr ��TREAD
THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 0-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5"
COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP $ 3'-0" BELOW CRAVE. FR. FRAME �P. TYPICAL (�
20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. n (D
11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRPR. � FIREPROOF U.O.N. UNLESS OTHERWISE NOTED
ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER L8 STRUCTURAL PANELS: PLUMBING
AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING,OR 50AKINO UNTIL THE WOOD 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FTC. FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.b.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. - --
THE WORK PROVIDED THAT ANY• SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE GYP. UM BOARD V.I.F. VERIFY IN FIELD 1
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. PROVIDE HOT AND GDLD SHUT OFF VALVES AT ALL FIXTURES.
INJURY TO OR DESTRUCTION OF TAN515LE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH
ITSELF INCLUDING, THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION -
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE AND AT BASE OF VERTGAL WASTE PIPES. HDR HEADER WD. WOOD
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HANGER 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ile)" PER HNGR ANYONE FOR WHO5E ACTS ANY OF THEM MAY
BE LIABLE REGARDLESS A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL ZR I ZONING RESOLUTION
EMPLOYED ANY OF THEM,I OR ANYONE
OR NOT IT IS CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE FOOT.G-P LAM LVL lb.2. ORIENTED-STRAND BOARD (056), WAFERBOARD ORIENTED-STRAND - l
PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL
A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM P51L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLE55 OTHERWISE NOTED:
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - DI5H WASHER.........................................2"
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - KITCHEN SINK........................................2"
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - LAVATORY...............................................2"
To BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, - SHOWERITIUS..........................................2"
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - TOILET.......................................................3"
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20&.1 AND ANY - LAUNDRY ................................................2"
AUTHORIZATION OF THE ARCHITEEOVEN&INEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - FLOOR DRAIN..........................................3"
25. NOTCHES IN THE TOP OR BOTTOM EV5E OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT.
Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4"
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS THROUGH ROOF.
PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d
20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. DRAIN COCKS AS REOD. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 IN04E5 TO THE TOP OR BOTTOM EDGES. PROTECTION.
1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 8. WASTE FROM CLOTF'.ES WASHERS AND LAUNDRY TUBS ARE To BE PROVIDED
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH,NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I WITH BACK FLOW PROTECTION.
THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL -
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCE55113ILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION q. THE WATER SUPPLY AND SANITARY SYSTEM 5HALL COMPLY WITH LOCAL
OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. HEALTH DEPARTMENT STANDARDS AND REGULATIONS.
23. PLEASE NOTE THAT THESE FLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION.
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR
COPYRIGHT PROTECTION ACT CF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TO CONGEALMENT OF PLUMBING.
CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS,
NOTES, AND TABLES ON PAGE 0-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 11. NOTCHING AND BORINS OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE.
GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED
ADAPTED FROM STANDARD FOR, HURRICANE RE515TANT RESIDENTIAL SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NOR ANY POTENTIAL DAMAGE THEREOF. N
CONSTRUCTION;55TO 10-414t AND 2018 56G HIGH WIND EDITION WOOD FRAME SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ Z
CONSTRUCTION 12. PER NY5 PG 425.4,A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SFfEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE 2
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. 2
2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES O
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN V
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION,
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD # FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENTS
WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS
DIRECTLY To THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALL5 d 12" LONG HOOKED BOLTS® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY,
WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 0
SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TABLE R50I.-1 CLIMATIC GEOGRAPHIC DESIGN G.RITERIA
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS.
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE b" LONG NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD 5 2 2. . . ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - PROJECT:
w/6" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS GROUND SNOW LOAD 25 LB5
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SET b" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES.
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb"OR 2"x4" LUMBER 15 ALLOWABLE MOUZAKITIS
G G
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 IMPH
RAFTERS. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE OVERNIN BUILDING CODE
I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AS-BUILT
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 5/12 L/180 EXPOSURE CATEGORY B
1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2.2.1. SCREWS: 50REW5 SHALL COMPLY WITH ANSI/A5ME B 15.6.1 W/ NO FINISHED CEILING ATTACHED TO RAFTERS
2_ SHINGLES SHALL BE APPLIED OVER I5# BUILDING FELT, UNLESS OTHERWISE WOODSGREWS (INCH SERIES). SEISMIC DESIGN CATEGORY B
16" WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE
AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL INTERIOR WALLS d PARTITIONS H/I80
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 1.LASS WINDOWS AND DOORS WEATHERING SEVERE 1560 PIKE STREET
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. FLOORS 4 PLASTERED CEILINGS L/360
OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF FROST LINE DEPTH 3'-O" MATTITUCK, NY 11952
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN CONCRETE/MASONRY CLEARANCES ARE PROVIDED. ALL OTHER STRUCTURAL MEMBERS L/240
TERMITE MODERATE TO HEAVY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPECIFICATIONS. WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES
5. NAILING OF ROOFING SHALL BE TO CODE. UNLESS OTHERWISE NOTED. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 GENERAL NOTES
CODES AND REFERENCE STANDARD: 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE MANUFACTURER'S SPECIFICATIONS.
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED EXTERIOR WALLS - WIND LOADS w/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ----
STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ENERGY CONSERVATION CONSTRUCTION CODE.
2:12 PITCHES TO 4:12 PITCHES
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. STRUCTURAL DESIGN LOADS PAGE:
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING A5TM D b381.
(AFdPA) AMERIGAN WOOD COUNCIL (AWC). T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL
3. ALL PLUMBING WORK SHALL
AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS.L CONFORM TO THE 2020 NEW YORK STATE GYPSUM WALL BOARD USE LIVE LOAD DEAD LOAD
PLUMBING CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS G-002mOO
COMPOUND METHOD. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS.
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE EXTERIOR BALCONIES 40 psf 15 psf
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH
OTHERWISE NOTED. WATER RESISTANT(H.R) AT BATHROOMS AND WHERE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DECKS 40 psf 15 psf
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC DEEMED APPLICABLE. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DATE: 08/10/23 2 OF 3
CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION " THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PASSENGER VEHICLE &ARAGE5 50 psf AS PER PLAN
3 5/8 , ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS
CONSTRUCTION CODE. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,
(WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS
IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING REQUIREMENTS. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf
EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL
INSULATION CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf rT
I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TEMPERED GLASS.
FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 4. FINISH JOINTS, J-BEA05, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE
FOIL TO BE PLACED TOWARD WARM SIDE. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 1"��. �} "ro
II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. P P P' �d 0
TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE
2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION MISSILE TE57 OF ASTM Elqqb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG SLEEPING ROOMS 30 sf 15 SP
WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET p p Q
CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ALL OPENINGS. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR
FOUNDATION WATERPROOFING. AN51/DASMA 115. STAIRS 40 psf 15 psf ;
6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003.
3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH GUARDRAILS AND HANDRAILS 200 psf 15 psfj. G,
- q" R-50 FOR FLAT CEILINGS A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN &' SHALL A 03�4C, -��
- 8.25" R--500 FOR VAULTED AND CATHEDRAL CEILINGS BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND
- 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION ATTACHED TO THE FRAMING 5URROUNDIN& THE OPENING. PANELS SHALL BE 12 psf FOR ATTIC
- 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH.
- 5.25" R-21 FOR FLOORS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE
R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT
CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
ON THE BUILDING. ASGE 1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
5ENERAL 5 I l,�E30L ICE I :
Q
_ EX15TINO TO BE DEMOL15HED NEW PARTIAL HEIGHT
WOOD FRAME (L.O. STL. W
WHEN APPLICABLE) W
EXISTING TO REMAIN -j D
NEW WOOD FRAME (L.S. �� NEW FOUNDATION WALL
w ^'
STL. WHEN APPLICABLE) Q +, L0
NEW I-HR FIFJ= RATED MIN. (2) 2"x4" STRUCTURAL V 0
WOOD FRAME (L.O. STL. El POST FOR 4" WALLS CO
WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL
POST FOR b" WALLS), U.O.N. , N O
NEW 2-HR FIFE RATED
WOOD FRAME (L.O. STL. _ °
O c � Zd'
WHEN APPLICABLE) �- °p .-- N
NOTE: >, x0 0 1
_U ALL PLUMBING WORK C :3 (fl
k SHALL CONFORM TO 0 0 m ++ r-
d LOCAL PLUMBING CODE 0 lrn
CV p
Q :2 0
Q)
EXIST. LEGEND
LAUNDRY W HOT ATER J
ROOM __———- SUPPLY
a ° —
.. GOLD WATER SUPPLY u
N01
IY Q4 j PROVIDE "ABESGO FP200 FIRW
L I EXPANDINS FOAM" (OR EQUAL)
I I v AT ALL PENETRATIONS IN FIRE
EXIST. - I tV RATED WALLS AND
WASHER FLOORS/CEILINGS. PRODUCT
{ CONFORMS TO ASTM E 514,
L.._..{.. .........
_.._.._.._.._.._.._..-.._.._..�
- U
II I TO STREET
UPPERS I I I WATER MAIN
�+ EXIST. EXIST. v "J
WASHER ELEC - i
DRYER
r
EXISTINS '
DWELLING --2'-3"
(NO WORK d NOT
IN SCOPE)/
O LEGALIZE
LAUNDRY ROOM
B' CLr HST. N
O O EXIST. ' o
CABINET
' FLUME31 NO RISER - SUFFLY
! i / 50ALE: NT5
2'-O" -
EXIST.
Lu
X Z /' PROVIDE "ABE500 FP200 FR 0
LLI Q' i /" i" ; EXPANDING FOAM" (OR EQUAL) v
EXIST. FRESH AIR VENT
JI`THROUGH ROOF RATAED iNALLSTRAANTDIONs IN FIRE
FLOORS/CEILINGS, PRODUCT It
CONFORMS TO ASTM E 814,
d I ASTM E S4, AND UL 1479
1` EXISTING
/ DWELLING
(NO WORK d NOT / ' I
IN SCOPE) PROJECT:
-:2" -- --
EXIST. ALL PLUMBING WORK
AKITIS
I LAUNDRY SHALL CONFORM TO
I AS-BUILT
ROOM LOCAL PLUMBING CODE
EXISTINS //" IL 3„ GLEAN OUT
DWELLING 1 AS REQ'D
(NON SCOPE)
/ / ,� ; 1560 PIKE STREET
.2 WAEXIST MATTITUCK, NY 11952
G.O. - - -- - -
GO DRAWING TITLE:
X c.o. EXISTING FLOOR PLAN
/" ; /. ' ," /. EXIST. HOUSE PLUMBING RISER DIAGRAMS
MAIN DRAIN C.O.
TO SEPTIC
SYSTEM
PAGE:
A-101000
...............
DATE: 08/10/23 3 OF 3
FLUME I NO RISER - DRAIN / NASTE / VENT
50ALE: NTS
EXISTINO FIRST FLOOR PLAN
SCALE: 1/2' = 1'-0"
V