HomeMy WebLinkAbout47860-Z Town of Southold 12/10/2022
-,. P.O.Box 1179
CO
_ ZW 53095 Main Rd
ygj� ao) Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43676 Date: 12/10/2022
THIS CERTIFIES that the building DECK
Location of Property: 7995 Route 25,East Marion
SCTM#: 473889 Sec/Block/Lot: 31.-2-29
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/19/2022 pursuant to which Building Permit No. 47860 dated 5/26/2022
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:
deck addition to existing single family dwelling as applied for.
The certificate is issued to Puglia,Mark&Dellaportas,Theoni
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
%C
A o 'zed i afore
�O�SUFFOIA, TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
WTOWN CLERK'S OFFICE
"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#: 47860 Date: 5/26/2022
Permission is hereby granted to:
Puglia, Mark
7995 Main Rd
East Marion, NY 11939
To: Construct raised deck addition to existing single family dwelling as applied for.
At premises located at:
7995 Route 25, East Marion
SCTM #473889
Sec/Block/Lot# 31.-2-29
Pursuant to application dated 4/20/2022 and approved by the Building Inspector.
To expire on 11/25/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $301.60
CO-ADDITION TO DWELLING $50.00
Total: $351.60
Building Inspector r
o�aOF
vvv
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] NSULATIOND/�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:
t,S �
DATE 14 IPX,s/' INSPECTOR
DRV ARCHITECT, P.C.
1180 Park Avenue (516) 352-9827
Franklin Square, New York 11010 www.drvarch.com
December 1, 2022
Town of Southold
Building Department
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Attention: Building Inspector
Re: Puglia Residence
New Deck
7995 Main Road
East Marion, New York
Application No: 47860
Architect Project No: 2164
Dear Building Inspector,
I, Douglas R. Vaggi, Architect, on behalf of the owner of the premises known as PUGLIA RESIDENCE, 7995
MAIN ROAD, EAST MARION, NEW YORK confirm that the concrete footings and framing anchors installed at
said project location were performed in compliance with standard and accepted building practice and building
code. Included with this letter of photographs of the construction progress.
Please-note, in lieu of the 12" diameter x 36" deep pier footings specified on the building department approved
plans, the contractor installed 18"x18"x36° deep concrete footings. The post base anchors specified were
installed.
The horizontal hold-downs were installed per the approved.plans, and new solid wood blocking was installed
between the existing house floor joists for additional stability.
If you have any questions or need additional information, please feel free to call us.
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FIELD INSPECTION REPORT DATE COMMENTS ,
FOUNDATION(IST)
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FOUNDATION(2ND)
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_ D��g11FF0(�coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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y a: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy o� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowiiny.gov
•`�4 yc91
Date Received
APPLICATION FOR BUILDING PERMIT
2 F[7
For Office Use Only
APR /it 2022
PERMIT NO. 0 Building Inspector:
— J1
Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOUTHOLD
applications will not-be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall.be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Mark & Theoni Puglia SCTM#1000-31-2-29
Project Address:7995 Main Road, East Marion, NY
Phone#:(718) 614-9184 Email:markpuglia1 @gmail.com
Mailing Address:28-42 56th Place, Woodside, NY 11377
CONTACT PERSON:
Name:Mark Puglia
Mailing Address:28-42 56th Place, Woodside, NY 11377
Phone#:(718) 614-9184 Email:markpuglia1 @gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:DRV Architect, P.C. (Douglas R.-Vaggi)
Mailing Address:1180 Park Ave., Franklin Square, NY 11010
Phone#:516-352-9827 Email:doug@drvarch.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Rear wood raised deck. $18,000.00
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No
1
d
4 PROPERTY INFORMATION-
Existing use of property:Residential_ Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes @No IF YES,PROVIDE A COPY.
®Check Box After Reading:,The owner/contractor/design professlonal is responsible.for all drainage grid storm water Issues as provided'by
Chapter.236 of the Town Cade. APPLICATION Is HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of-buildings,
additions,alterations or for removal,or demolition as herein described.The-applicant agrees to comply with all applicable laws,ordinances,building code;
housing code and regulations and to admit authorized'inspectors-on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. _
Application Submitted By(print name):Mark Puglia ❑Authorized Agent @Owner
Signature of Applicant: Date: Z 2
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01 BU6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2DA
Mark Puglia being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Property Owner
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
pSworn before me this
I
!� f day of J y�(Jr) 1 ,20�_ � 6��-
C14Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
�fPQc��yf `�-
Town Hall Annex Telephone(631)765-1802
54375 Main Roado '> Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959ly
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BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: 6-1 A,
Location of Property: I�Allll �o At, Oq5 `t'(A}Z,17/u /(J
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
russ type const ' n TT)
Pre- sneered construction (PW)
Timber c ruction (TC)
in a following loc check applicable line):
Floor framing, in Ing girders and beams (F)
Roof fra g (R)
r and roo aming (FR)
Signature:
Name (person submitting this form):
Capacity(c ck applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/112015
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S.C. TAX No. 1000-31 -02-29
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CERTIFIED TO:
HELEN VIDAL
EMERSON VIDAL
CHICAGO TITLE INSURANCE COMPANY
FIRST NATIONAL BANK OF CHESTER COUNTY,
THROUGH AM HOME BANK DIVISION,
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UNWfHORRED ALTERATION OR ADDITION
SE TNIS 72097 IS A VIOLATION YORK
OF Nathan Taft Corwin III
SECTION NLA OF THE NEW YORK STATE
EWGTION UW.
COPIES OF THIS SURVEY M.P NOT BEARING Land Surveyor
THE LAND SURVEYOR'S WILD SEAL OR
4j0 EMBOSSED SFAL SHALL NOT BE CONSIDERED
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O YO CERTIFICATIONS INDICATED HEREON SHALL RUN
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IS PREPARED,AND ON HIS BEHAIF TO TME Title Surveys—Subdivislons — Site Plans — Construction Layout
TITLE COMPANY,GOVERNMENTAL ADENCY AND
LENDING IRS TFUOON LISTED HEREON,AND
TO THE ASSIGNEES OF THE LENDING INSn— PHONE (631)727-2090 Fox (631)727-1727
TUITON.CERTIFICATIONS ARE NOT TRANSFERABL
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OFFICES LOCATED AT MAILING ADDRESS
THE EXISTENCE OF RIGHTS OF WAY 1566 Alain Road P.O.Box 16
AND/OR EASEMENTS OF RECORD,IF
ANY,NOT SHOWN ARE NOT GUARANTEED. Jamesport, ew amesP NYork 11947 Jort,New York 11947
=P. - "'�. = '"° --- �'� APPROVED AS NOTED
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OTIFY BUILDING DFPARTMENT AT
a ®
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FOUNDATION -.TWO REQUIRED
FOR POURED CONCRETE
ROUGH -FRAMING & PLUMBING 1
3. INSULATION
;. FINAL ' CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTIUN SHALL MEET THE
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REQUIREMENTS OF THE CODES OF NEW �j '` ' L
YORK STATE. NOT RESPONSIBLE FOR I. I
DESIGN OR CONSTRUCTION ERRORS. J
APR 1 9 2022
0VCUP AN CY id
USE IS UNLAVvFUL
EA&T MA I NEW ***f WITHOUT CERTIFICATE
OF OvCUPANCY
1�0. 21 � �FROJECTA I
A I I� R 0 A D S 500 43' 00" W N 54° 1� F
S 500 43' 00" W 105.80' 63.60' S5 50 F
Ig3,28' COMPLY WITH ALL CODS Or
NEW YORK STATE & TOWN CODES
---- -------------------------- ----------- _— --------� AS REQUIRE AND CONDITIONS OF SCOPE OF WORK:
f SOUTHOLD TOWN ZBA 1. INSTALLATION OF NEW REAR WOOD DECK.
/ O /
SOUTHOLD TOWN PLANN!NGBOARD 2. MODIFICATIONS TO EXISTING CONCRETE PATIO
SOUTHOLD TOWN TRUSTEES BELOW, I F NEEDED.
/ N.Y.S.DEC L I ST OF DRAW I NGS:
LO C-001 SITE PLAN AND ZONING INFORMATION
/ QQ /ry RETAIN ST A-001 DECK PLANS, SECTION, NOTES AND
ORM WATER RUNOFF
PURSUANT TO CHAPTER 236 LEGEND
A-002 ECKOF THE TOWN CODE.
A-003 RAIL NGLVFASTENER SCHEDULED NOTES
• , DETAILS
�61 /� 0 A-004 GENERAL NOTES
All exterior lighting
EXISTING installed,replaced or BUILDING GODE REFERENCES
2-STORY BUILDING SQUARE FOOTAGES repaired shall conform 2020 RESIDENTIAL CODE OF NEW YORK STATE
0 HOUSE TO to Chapter 972 (RC-NYS)
REMAIN FLOORS EXISTING PROPOSED CHANGE PROPOSED TOTAL of t.ile 'f'own Cede
/ FIRST FLOOR 11064 SF 0 5F 11064 SF rev, de5cri tion
/80' /
SECOND FLOOR 1137 5F 0 5F 1137 SF
EXISTING <n�
PROPOSED
GARAGE TO DECK / ��� TOTAL FLOOR AREA 21201 SF 0 SF 21201 SF
REMAIN — /
r - 5 SF OTHER STRUCTURES
02/09/20221 ISSUED TO OWNER
DETACHED GARAGE 703 SF 0 SF 703 SF IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
/ ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,
SHED 154 SF 0 SF 154 SF TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
8 3/ EXISTING SHED TO SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING
SHED 157 SF 0 SF 157 SF
ARCHITECT SHALL AFFIX To 14I5 ITEM THE SEAL AND THE
REMAIN — 154 5F /
NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE
AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC
REAR WOOD DECK 0 SF 200 SF 200 SF DESCRIPTION OF TINE ALTERATION.
EXISTING SHED TO TOTAL LOT COVERAGE 21151 5F 200 5F 21351 SF THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS
REMAIN — 157 5F ,
SUCH ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE
PROHIBITED.
/ PUGL IA RESIDENCE
/ ZONING REQUIREMENTS
/ ITEM ALLOWABLE EXISTING PROPOSED WORK
' NEW DECK
r /
MIN LOT SIZE 401000 SF 251062 SF NO CHANGE 7995 MAIN ROAD
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MIN LOT WIDTH 150.00' 105.80' NO CHANGE EAST MARION, NEW YORK
% MIN LOT DEPTH 175.00' 296.96' NO CHANGE SITE PLAN AND ZONING INFORMATION
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MIN FRONT YARD DEPTH 50.00' 55.60' NO CHANGE
MIN SIDE YARD WIDTH
[4 ` ONE SIDE 15.00' 18.0' NO CHANGE I)RV
ARCHITECT , P.C.
MIN SIDE YARD WIDTH, '
COMBINED 35.00 45.6' NO CHANGE
1180 Park Avenue Franklin Square, New York 11010
SITE INFORMATION : MIN REAR YARD DEPTH 50.00' 222.0' (70 HOUSE) 207.0' (TO DECK) (516) 352-8827 www.drvarch.com
SITE PLAN BASED ON A SURVEY BY NATHAN TAFT
MIN LIVABLE FLOOR AREA 850 SF 2201 5F NO CHANGE drawn by, AJH checked b .
r CORWIN LAND SURVEYOR, DATED 01/07/2020
/ scale: AS NOTED date:
' MAX LOT COVERAGE 5,012 SF 2,151 SF 2,351 SF
DISTRICT: 1000 (20X) (8.58X) (9.38X) project number: 2164
BLOCK SECTION: 21 MAX HEIGHT 35.00' 21.58' (±) NO CHANGE
Y Vi
/ LOT: 2q
ZONE: RESIDENCE "R-40" - TOWN OF SOUTHOLD MAX NUMBER OF STORIES 2 2 NO CHANGE
� LOT AREA: 25 062 SF ,..
N0. y i C-001.00
38/ `'` / O� (P pl s
-�/ TABLE R301.2(I) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 2020 CODE
�
48.001 ( ) O1 OF O1
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN '
SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL V
LOAD (mph) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP
S f TE
FL
AN
C P ) DEPTH
i I
30 140 C SEVERE 3.0' MODERATE 15 YES
c-an scALE: 1' = 201-0" 7o HEAVY
FOUNDATION NOTES:
I I
I. CONCRETE:
I
EXISTING HOUSE ALL CONCRETE SHALL OBTAIN A MINIMUM OF 3500 PSI (AIR ENTRAINED)
I I EXISTING HOUSE COMPRESSIVE STRENGTH AFTER 28 DAYS/ NEWLY POURED CONCRETE SHALL BE
I
KEPT FROM FREEZING AND ALLOWED TO CURE IN ACCORDANCE WITH THE AMERICAN
EXISTING FOUNDATION
CONCRETE INSTITUTE STANDARDS. GARAGE SLAB SHALL HAVE 3500 PSI STRENGTH.
A-001 WALL AND FOOTING 4 2. ALL PIER FOOTINGS SHALL EXTEND TO UNDISTURBED SOIL HAVING A MINIMUM
I I TO REMAIN (TYP.)
A-001 BEARING CAPACITY OF ONE TON PER SQUARE FOOT GRADED SAND WITH GRAVEL)
---------------- EXISTING EXTERIOR WALL
I I ---- TO REMAIN (TYP.) THE BOTTOM OF ALL PIER FOOTINGS SHALL BE A MINIMUM 3'-0" TO 4'-0" BELOW
I
L FINISHED GRADE. ALL PIER FOOTINGS SHALL BEAR ON SUITABLE SAND AND
_______________ _ GRAVEL.
3. ALL REINFORCING BARS 70 BE INTERMEDIATE GRADE 60 DEFORMED BARS, ALL TO
iLINE OF NEW DECK iI NEW 2" X 12" LEDGER, AMERICAN CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE
i NEW 2" X 10' DECK JOISTS I' I SEE 7/A-002 STANDARDS. MINIMUM OF 30 DIAMETERS LAP ON ALL SPLICES.
N ABOVE (TYP.) @ 12" O.C. III 4. POST ANCHORS IN ALL PIERS SHALL BE 5/8 DIAMETER WITH 3 X 3 X 9164
,I
� I II II II II
it I WASHERS AND BOLTS. MINIMUM OF FOUR (4) BOLTS PER POST. MINIMUM 8"
17'-b" '
' i PENETRATION INTO CONCRETE.
6 1 Ji I NEW (2) 2„ X 12„ (DROPPED)
CL NEW 2” X 10'41-4” 6 -011 51-q 1/2" DECK JOISTS II I BEAM EACH SIDE OF WOOD
211 X 120
8 114" n II (FLUSH) I 'I FIL�jLERS TH (47HRU,BOLTED.
8 I/4 NEW 8" X 8" P.T. WOCD I I
POST ON 18 DIAMETER X '
I
cis-D
LEC
36" DEEP POURED CONCRETEr- • '� PIER FOOTING (TYP. 6), ��_ _ _ ' _-- --_ t-- 4 NEW 8 X 8 P.T. WOOD POST
--- -----
___I___'_ '__T__T__'___'__�_-_I_-f__�-__ P I r-r r r-I- --1-1--1-1-�-Z- ( ) --- EXISTING FOUNDATION WALL
TOP OF NEW FOOTING - TYP. 6 SEE 8/A-002 AND FOOTING D REMAIN
I I I 1 I I I I I I 1 II T-T- -�� I — I —I� ,
ELEVATION TO ALIGN WITH I
I I I I I I I I I I I
EXISTING PAVER SYSTEM 1 -
CN SEE 8/A-002
—1III—1III
—
II
NEW 2" X 12" STRINGER
IF y1
`.
NEW PIER FOOTING
-- ------------- --- NEW (2) 2" X 12" (DROPPED)
8 114" BEAM EACH SIDE OF WOODS
41-4" 11'-6 3/4" NEW I'-0" X 5'-0" X 3'-011 POST --- EXISTING EXTERIOR WALL
CL CE I'-0" POURED CONCRETE FROST TO REMAIN
WALL AT BOTTOM RISER
'-6" 17'-7"
\ LINE OF NEW STEPS 2 DEC< FRAMING P
ABOVE (TYP.) A-001 SCALE: 1/4" - 1'-0"
1 DECK FOUNDATION PLAN
SCI-IEDULE OP TIES 1=0R U100D DECK
A-001 5CA►LE: 1/4" = I'-O" (IES CODE OF: NYS TAME R501.S.13(1) DECK LEDGER CONNECTION TO SAND JOIST)a,b
JOIST SPAN NOTE:
PER SECTION R507.2:
CONNECTION DETAILS 6' LESS 6'I" TO 8' 8'I" TO 10'11011, TO 1211124" TO 1411144" TO 16'1611" TO ISALL DECK STRUCTURAL LUMBER TO BE NO. 2
GRADE OR BETTER LUMBER,
ON-CENTER SPACING OF FASTENERS PRESERVATIVE-TREATED IN ACCORDANCE WITH
SECTION 8317, OR APPROVED, NATURALLY
1/2" DIAMETER LAG SCREW WITH 30 23 18 15 13 11 10 DURABLE LUMBER, AND TERMITE PROTECTED rev. de5crl tion
112" MAXIMUM SHEATHINGc►d WHERE REQUIRED IN ACCORDANCE WITH SECTION
R318. CUTS NOTCHED AND DRILLED HOLES OF
1/2" DIAMETER BOLT WITH 1/2" 36 36 34 2q 24 21 Iq PRESERVATIVE- TREATED WOOD MEMBERS SHALL
MAXIMUM SHEATHING d BE TREATED IN ACCORDANCE WITH SECTION
R317.1.?. ALL PRESERVATIVE-TREATED WOOD
I/2" DIAMETER BOLT WITH 111 36 36 29 24 21 18 16 PRODUCTS IN CONTACT WITH THE GROUND SHALL
NEW ANDERSEN 400 SERIES R
MAXIMUM SHEATHING e BE LABELED FOR SUCH USAGE.
FWG60602/0q/20n ISSUED TO OWNE8. a. LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING HOUSE BAND JOIST.
R.O. - 0-0" X 0-8" IT IS 'VIOLATION OF SNE LAW FOR b. SNOW LOADS SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. ANY PERSON, UNLESS
U - .30 c. THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,
d. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
GC - .26
e. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL GYPSUM BOARD FIBERBOARD LUMBER OR FOAM SHEATHING. UP SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING
DOSTINGTO 1/2' THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2" OF ALLOWABLE THICKNESS WHERE ARCHITECT SHALL AFFIX TO W15 ITEM THE SEAL AND THE
4MMSE NOTATION ALTERED BY" FOLLOWED BY 1415 SIGNATURE
A-001 COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. AND THE DATE OF SUCH ALTERATION AND A SPECIFIC
21_41111
8 1/4" _ DESCRIPTION OF THE ALTERATION.
EXIST NEW (2) 2' X 12' HDR d-
TNFSE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS
fT
SUCH ARE THE PROPERTY OF THE ARCHITECT.
---- -- INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE
PROHIBITED.
-R i UGLIA REESID NC
MOVE EXISTING WINDOW AND PORTION m
OF EXTERIOR WALL FOR NEW DOOR 1
OPENING � 8 114"
NDECKING,
STYLE AND COLOR AS SELECTED BY
EW I" X 6' COMPOSITE o w NEW DECK
OWNERrn
o
41-4" b'-1 1/2" 5'-811 u, W LING
79% MAIN ROAD
�� _, UA
Q JOIST HANGER
8 1/4 $ I/411 — EAST MARION, NEW YORK
w �' �► o NE 2" X Id��/� I NEW DECKING
DECK PLANS SECTION NOTES AND
1
(D PED) EACH i i NEW DECK CONSTRUCTION: i
SIDE OF POST I I " LEGEND
2 X 10 FLOOR JOISTS @
- � i i 12" O.C. FLASHING
0
�DCISTING DETACHED TT �i' COcD �r JU %r, _ I I
= EXISTING FLOOR JOIST ARCHITECT, P.C.
g;ARAGE TO REMAIN �'
- - - - - -
RV
1180 Park Avenue Franklin Sgpare, New York 11010
8 1/411 4,_4„ I N
5 3/4" 11'-5 11411 5 3/4" (516) 352-9827 www.drvarch.com
CL co
�- drawn by, AJI-I LaS checked by.-W
II'-311 5'-61' II'-11" 1° 7 11116 LAG SCREWS OR BOLTS, 2" MINIMUM BOLTED TOP BOTTOM TO LEDGER TO scale: AS NOTED date:
o FROM TOP AND BOTTOM OF DECK
— NEW 36" NIGH 2° 2" JOISTS AND 1-5/8" TO 5" MAXIMUM EXISTING RIM JOIST IN EXISTING WALL Project number: 2164
•-�-�
NOTE: NEW STAIR TO GRADE COMPOSITE RAILING, BETWEEN SCREWS/BOLTS
TOP OF NEW DECK 70 ALIGN SEE 4/A-002 STYLE AND COLOR
NEW CLADDED COLUMN, EXISTING WALL TO REMAIN
WITH EXISTING DOOR THRESHOLD - A dC
AS SELECTED BY E PLANS AND EXTERIOR R.
•
OWNER (TYP.) ELEVATIONS (TYP.)
171_611 SEE 7/A-002 FOR LATERAL LOAD ,...:"
OVERALL DECK DETAIL TO BE IN COMPLIANCE w <-.y • . .."��
CONNECTION FOR DECK LEDGER TO WITH RESIDENTIAL CODE OF o ;_ ,,}'%�- f. ,•
HOUSE FRAMING DETAIL NYS FIGURE R507.9.2(1) "DECK rc 10- A-001.00
ATTACHMENT FOR LATERAL a .,.
q 112" LOADS" cS� s
3 DECK FLANr4-'-NPARTIAL DECK SECTION DETAIL 01 OF 04
�OO
SGAILE: 1/4" = I'-0"
�8 1/4" � NOTE:
I. PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS,
GUARDS AND HANDRAILS TO BE IN ACCORDANCE WITH
I/2" SECTION R507.2.2 INCLUDING PROPER LABELING, FLAME
NEW EXTERIOR LIGHT AS + SPREAD INDEX, DECAY RESISTANCE, TERMITE RESISTANCE
SELECTED BY OWNER AND INSTALLATION. CONTRACTOR TO CONTACT ARCHITECT
(TYP. 2) + ' FOR ADDITIONAL INFORMATION.
6" , 2. FASTENERS AND CONNECTORS TO BE IN COMPLIANCE WITH
17'_
+ 1" SECTION R507.2.3. CONTRACTOR TO CONTACT ARCHITECT
CL 1„ FOR ADDITIONAL INFORMATION.
8 1/4'L 4'-4" CL 5'-10 3/4" 5'-10 3/4" �� 3. FLASHING TO BE IN ACCORDANCE WITH SECTION R507.2.4.
,^.� /.� CONTRACTOR TO CONTACT ARCHITECT FOR ADDITIONAL
LINE OF EXISTING WINDOW 8 1/4n
INFORMATION.
TO BE REMOVED —
df
14'-7" _ _ _ _ 4'-7" 1 10'-0"
li I
4'-6 I/4" 4'-6" 4'-6 I/4" NEW ANDERSEN 400 SERIES I IIS i Ili _ CL rk Ck CL
_SII _�I i n 1 n i n
FWG6068. — ____FII _ - I 3 -2 1/2 4 -5 3/4 4'-5 3/4
4 1/4" 8 1/4" R.O. - 6'-0" X 0-8" 8 I/4
U - .30 =- " 4 I/4
S I/4" "
=J� =�1 /
SHGC - .26
NEW COMPOSITE RAILING,
NEW COMPOSITE Q
STYLE AND COLOR AS ----------------------_-----_-- RAILING, STYLE AND
SELECTED BY OWNERCOLOR AS SELECTED
(TYP.) - - - - - - --- - - ---------------- - -- —-—- -—- BY OWNER (TYP.)
7 1/2" X 7 1/2" CLADDED ? 7 I/2" X 7 I/2"
COLUMN WITH BASE (TYP.) � D ` CLADDED COLUMN
NEW STAIR TO GRADE, j \ NEW STAIR TO GRADE, WITH BASE (TYP.)
SEE 4/A-002 SEE 4/A-002
GRADE __L
CID GRADE
i I I - CL I NEW 18" DIAMETER
o Z CL I NEW l8" DIAMETER POURED
CONCRETE PIER FOOTING ? Q- � -�'� POURED CONCRETE PIER
� � � � i I i I
(TYP ) SEE 8/A-002 — FOOTING (TYP.), SEE
L--J L--J . --J L--J L--J J
„ „ NEW POURED CONCRETE --------- --J 8/A-002
9'-2 1/2" 4'-7" 8 I/4 4'-4„ 6'-0" 6'-0„ 5 3/4 FROST WALL AT 4'-7" q'-2 1/2"
CL 10 1/2" 7 71 + BOTTOM RISER J
10 I/2"
1414" 17'4"
Ir
1 EAST ( SIDE ELEVATION) 2 NORTH (REAK) ELEVATION r3- %\ WEST (SIDE ) ELEVATION
A-002 ECALE: 1/4" = 1'-0" A-002 SCALE: 1/4' = 1'-0"
rev. date de5cri tion
DISTANCE SHALL BE
PERMITTED TO BE REDUCED
NOTE: C UARD NOTES: NOTE: USED
D 4.50' IF LAG SCREWS R BOLT SPACING ARE
WOOD DECK BEAM
ALL CONNECTORS ARE FOR DETAIL TO BE IN COMPLIANCE WITH RESIDENTIAL REDUCED TO THAT OF LAG
EXTERIOR USE (WET AREAS) I. GUARDS SHALL NOT BE LESS THAN 36" IN HEIGHT AS CODE OF NYS FIGURE R507.q.1.3(I) "PLACEMENT WOOD LEDGER BEAM
AND MUST BE HOT-DIPPED MEASURED VERTICALLY ABOVE ADJACENT WALKING SURFACE, OF LAG SCREWS AND BOLTS IN LEDGERS" SCREWS TO ATTACH 2x8
LEDGERS TO 2x8 BAND102/09/2022 ISSUED TO OWNER
GALVANIZED OR STAINLESS PER SECTION R312.1.2. Z JOISTS ° GALV. SIMPSON N3 TIE
STEEL. 2. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE LAG SCREW OR BOLT °° EACH DECK BEAM WITH IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT °° 4 8d NAILS AT DECK ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,
( )
ALLOW PASSAGE OF A SPHERE 4" TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE IN DIAMETER, PER 8312.1.3. BEAM AND (4) 8d NAILS SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING
3. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, x ® 5.5" MIN FOR 2xa* AT LEDGER BEAM ARCHITECT SHALL AFFIX TO NIS ITEM THE SEAL AND THE
FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A Q „ NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE
GUARD SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN 6.5�� MIN FOR 2x10 AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC
2.1.3 EXCEPTION 1. L0 7.5 MIN FOR 2x12
4. GUARDS ODIAMETERWPER N OPEN SIDE OF STAIR SHALL NOT HAVE OPENING ® ® 6 GJ' IM�GJ' ON 5TRONG-TIE �� DESCRIPTION of THE ALTERATION.
THAT ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER, PER 2" MIN 3/4" MIN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS
A-002 NOT TO SCALE 5" ARE THE PROPERTY OF THE ARCHITECT.
R312.1.3 EXCEPTION 2. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE
LEDGER PROHIBITED.
U_ STAIRWAY AND HANDRAIL NOTES: s PLACEMENT � LAG ,"i W5 AND 50LT5 IN LEDGERS PULL f A RESIDENCEE
o I. THE MINIMUM STAIR WIDTH IS TO BE 36", PER R311.7.1. NOTE.
CL z 2. THE MINIMUM STAIR WIDTH BELOW HANDRAIL HEIGHT IS TO BE A-002 NOT TO SCALE BEAM SPLICES, IF ANY, To BE
cn „ 31-1/2" WHERE HANDRAIL INSTALLED ON ONE SIDE, AND 27" CENTERED ON 5 1/2" POST. NEW DECK
No WOOD
Z Q RAILING MOUNTED WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES, APER R311.7.1 I" X 6" COMPOSITE DECKING
a T_ TO WALL 3. THE MINIMUM HEADROOM CLEARANCE IS TO BE 6 -S MEASURED 7895 MAIN ROAD
= w = VERTICALLY FROM THE SLOPE LINE ADJOINING THE TREAD NEW 2" X 10' DECK JOIST EAST MARION NEW YORK
TNRU-BOLTED WITH 1/2' GALV. i
� o NOSING, PER 8311.7.2. n NEW DECKING CARRIAGE BOLTS TOP �
4. THE MAXIMUM VERTICAL FLIGHT RISE SHALL BE 151 BETWEEN
o z FLOOR LEVELS AND LANDINGS, PER R311.7.3. FLASHING BOTTOM AT WOOD POST DECK ELEVATIONS, DETAILS AND
5. THE MAXIMUM RI5ER HEIGHT SHALL BE 8-1/4", AND THE NEW DECK CONSTRUCTION: NEW (2) 2" X 12' (DROPPED) NOTES
Q GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST 2" X 10" FLOOR JOISTS C HOLD-DOWN OR SIMILAR BEAM EACH SIDE OF WOOD
p p OAK TREAD BY MORE THAN 3/8", PER R311.7.5.1. 12" O.C. TENSION DEVICE (NOT LESS POST WITH (4) 2" X 12" ARCHITECT,
\ w a 6. THE MINIMUM TREAD DEPTH 15 TO BE NOT LESS THAN 9" THAN TWO LOCATIONS PER FILLERS, TNRU-BOLTED TOP + P.C.
q/16" MAXIMUM (NOSING EDGE TO NOSING EDGE), AND THE GREATEST TREAD DECK, WITHIN 24" OF EACH BOTTOM AT WOOD POST.
m ED
NOSING RADIUS DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8", END OF DECK NEW 8" X a" PRESSURE TREATED
PINE RISER PER 8311.7.5.2. WOOD P05T (TYP.) 1180 Park Avenue Franklin Square, New York 11010
7. MAXIMUM NOSING RADIUS 15 TO BE q/I6" WITH A MINIMUM EXISTING FLOOR JOIST NEW s1MP50N ABusas a11 x a" (516) 352-g827 www.drvarch.com
1 4V PROJECTION OF 3/4" AND MAXIMUM PROJECTION of 1-1/4", PER STAINLESS STEEL ADJUSTABLE drawn b AJN LaS checked b .
8311.7.5.3 (UNLESS TREAD DEPTH 15 11" OR GREATER). , POST BASE ANCHOR TO
8. HANDRAILS SHALL eE PROVIDED oN NOT LE55 THAN ONE SIDE JOIST HANGER �� �� .e;' ;a. : — CONCRETE PIER (TYP.) scale: AS NOTED date:
cY OF EACH STAIR RUN OF TREADS OR FLIGHT WITH FOUR OR NEW 2 X 12 LEDGER TO BE •d o ro'ect number: 2164
MORE RISERS, PER R311.7.8. BOLTED TOP t BOTTOM TO ..;. LINE OF PAVERS
°C q. THE HANDRAIL HEIGHT SHALL BE NOT LE55 THAN 34" AND NOT EXISTING STUDS/BLOCKING/RIM
NEW IS" DIAMETER X 36" DEEP leik.,,'a�iJ,
MORE THAN 38" MEASURED VERTICALLY FROM THE SLOPED JOIST AT EXISTING WALL —
n NOTE: I III I POURED CONCRETE "
„ „ PLANE ADJOINING THE TREAD NOSING, PER 8311.7.8.1 - 36 IS EXISTING WALL TO REMAIN PIER FOOTING TYP.
PROPOSED TREAD 11_1/4 3/4 MINIMUM RECOMMENDED. DETAIL TO BE IN COMPLIANCE NO COORDINATE TOP OF FOOTING ��
NOSING EDGE To PROJECTION, WITH RESIDENTIAL CODE OF —I€ p, , A-002.00
n 10. HANDRAIL PROJECTION HANDRAIL CLEARANCE HANDRAIL n DETAIL TO BE IN COMPLIANCE ELEVATION WITH TOP OF '''� ' =``
NOSING EDGE N I I/4 MAXIMUM � � NYS FIGURE R507.q.2 I DECK � � •
10 1/4 PROJECTION ATTACHMENT FOR LATERAL
CONTINUITY AND HANDRAIL GRIP-SIZE TO BE IN ACCORDANCE WITH RESIDENTIAL CODE OF NYS EXISTING PAVER SYSTEM, SEE
MIN. TREAD WITH R311.7.8.2 TNRU R311.7.8.5. �� FIGURE R507.5.1 I "DECK BEAM FOUNDATION PLAN
LOADS ( ) ry a�q,�.
TO DECK POST" '
02 OF 04
4 T Y"F I CAL STAIR DETAIL 7 DECK LEDGER TO HOU5E FRAMING a P05T 4 SEAM CONNECTION � v
A-002 SCALE: I = 1'-0" INA-002 SCALE: 1/2" - P-0" A-002 SCALE: 1/2" = 1'-0"
CODE REFERENCE STANDARDS USSED FOR STRUCTURAL DESIGN:
I. THE LATEST EDITIONS OF THE RESIDENTIAL CODE OF NYS. ,
2. THE LATEST EDITION OF THE HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION. TAIBLE R301.71
3. THE LATEST EDITION OF THE AMERICAN WOOD COUNCIL.
4. THE LATEST EDITION OF DE51GN FOR CODE ACCEPTANCE (DCA) 6 - PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE.
ST ZJ=RAL DESIGN LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a,b,c
ROOF: 30 PSF LIVE (SNOW) LOAD + 25 PSF DEAD LOAD = 55 PSF TOTAL LOAD
2ND (UPPER LEVEL) FLOOR BEDROOM: 30 PSF LIVE LOAD + 25 PSF DEAD LOAD = 55 PSF TOTAL LOAD
IST (MAIN) FLOOR: 40 PSF LIVE LOAD + 25 PSF DEAD LOAD = 65 P5F TOTAL LOAD
STRUCTURAL MEMBER ALLOWABLE
ROOF FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NY5 TABLE R301.7. DEFLECTION
FLOOR FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS TABLE R301.7.
EXTERIOR WALLS ARE DESIGNED FOR ULTIMATE WIND SPEED OF 140 MPH WIND LOAD FOR UPLIFT t LATERAL LOADING PER THE RESIDENTIAL CODE OF NYS TABLE RAFTER HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOT
R301.7. ATTACHED TO RAFTERS L/180
PER SECTION R301.2.1.3 OF THE RESIDENTIAL CODE OF NYS, WHEN REFERENCED DOCUMENTS ARE BASED ON NOMINAL DE51GN WIND SPEEDS AND DO NOT PROVIDE THE INTERIOR WALLS AND PARTITIONS HAW
MEANS OF CONVERSION BETWEEN ULTIMATE DESIGN AND NOMINAL DESIGN WIND SPEEDS, THE ULTIMATE DE51GN WIND SPEEDS SHALL BE CONVERTED TO NOMINAL
DESIGN WIND SPEEDS USING THE RESIDENTIAL CODE OF NYS TABLE R301.2.1.3 "WIND SPEED CONVERSIONS." BASED ON T1415 TABLE THE 140 MPH ULTIMATE WIND SPEED FLOORS 1_/360
15 CONVERTED TO 108 MPH NOMINAL DESIGN WIND SPEED. CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) L/360
NAILING SCHEDULE FOR 110 MPH WIND ZONE t, SLE IR301B CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) 1_/240
ROOF FRAMING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALL OTHER STRUCTURAL MEMBERS L/240
JOINT DESCRIPTION NO, OF NAILS NAIL SPACING (IN POUNDS PER SQUARE FOOT) EXTERIOR WALLS - WIND LOADS a' WITH PLASTER OR STUCCO FINISHES H/360
RAFTER TO TOE' PLATE (TOE-NAILED) (3) Sd NAILS PER RAFTER
SEE RESIDENTIAL CODE OF NYS FOR FOOTNOTED ITEMS EXTERIOR WALLS - WIND LOADS a' WITH OTHER BRITTLE FINISHES H/240
CEILING JOIST T'0 TOP PLATE (TOE-NAILED) (3) Sd NAILS PER RAFTER (CONTACT ARCHITECT FOR ASSISTANCE) EXTERIOR WALLS - WIND LOADS a' WITH FLEXIBLE FINISHES H/120 d.
CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) - 2814 SPAN (5) 16d NAILS PER HEEL JOINT SPLICEUSE LIVE LOAD LINTELS SUPPORTING MASONRY VENEER WALLS e' 1_/600
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (5) 16d NAILS PER LAP b NOTE: L - SPAN LENGTH, 14 - SPAN HEIGHT
UNINHABITABLE ATTICS WITHOUT STORAGE ' 10
COLLAR TIES TO RAFTERS (FACE-NAILED) (4) IOd NAILS PER TIE a. FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE
BLOCKING TO RAFTERS (TOE-NAILED) (2) 8d NAILS EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE b''g' 20 TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM TABLE R301.2(2)
b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER.
RIM BOARD TO 'RAFTERS (END-NAILED) (2) 16d NAILS EACH END HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR
PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL
W A L L F R A M I N G NOT EXCEED 1_/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING THE EDGE OF GLASS, THE
BALCONIES (EXTERIOR) AND DECKS" 40 TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH GLASS LITE OR 1_/60 FOR THE ENTIRE LENGTH
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING OF THE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOF OR WALLS OR
5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120.
TOP TO TOP PLATE (FACE-NAILED) (2) 16d NAILS PER FOOT FIRE ESCAPES 40 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE
DEFLECTION OF H/180.
TOP PLATE @ INTERSECTIONS (FACE-NAILED) (4) K NAILS AT JOINTS - EACH SIDE GUARDS AND HANDRAILS d' 200 h' e. REFER TO SECTION R703.8.2.
STUD TO STUD (FACE-NAILED) 16d NAILS AT 24" O.C.
HEADER TO HEADER (FACE-NAILED) 16d NAILS AT 16" O.C. ALONG EDGE GUARD IN-FILL COMPONENTSf50 h' SCHEDULE �OF TIES
TOP OR BOTTOM PLATE TO STUD (END-NAILED) (2) 16d NAILS 2X4 STUD PASSENGER VEHICLE GARAGES a' 50 a'
LOCATION TIE I'1ANU. * N0. SPACING/LOCATION NAILING
(3) 16d NAILS 2X6 STUD
ROOMS OTHER THAN SLEEPING ROOMS 40 SIMPSON I I/4" X 20 GA.
(4) 16d NAILS 2X8 STUD RAFTER TO RAFTER 16" O.C. (EA. RAFTER) 5-8d EACH END
GALV. METAL STRAP C520
. description
BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, (2) 16d NAILS PER FOOT SLEEPING ROOMS 30 RAFTER/PLATE/STUD SIMPSON H2A EACH RAFTER 5-8d TO RAFTER rev
END JOIST, OR BLOCKING (FACE-NAILED) STAIRS 40 C.
2-6d TO 5-5d TO STADES
FL O O R F RAM ING PORCH RAFTER TO BEAM SIMPSON H10 EACH RAFTER 8-8d X 1 1/2" TO PLATER
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING
SIMPSON I I/4" X 20 GA.
J015T TO 51LL,TOP PLATE, OR GIRDER (TOE-NAILED) (4) 8d NAILS PER JOIST TA5L r= R301fo PORCH BEAM TO POST GALV. METAL STRAP C520 EACH POST 18-I0d 102/09/20221 ISSUED TO OWNER
TO WRAP OVER BEAM
BRIDGING TO JOIST (TOE-NAILED) (2) 8d NAILS EACH END AND DOWN TO POST IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS
GALV
MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF ACTING UNDER THE DIRECTION of A LICENSED ARCHITECT,
BLOCKING TO JOIST (TOE-NAILED) (2) Bd NAILS EACH END " TO ALTER AN ITEM IN Y WAY. IF AN ITEM BEARING THE
HORIZONTAL PROJECTION GALV.
STUD TO STUD . N 11/4 X 20 METAL STRAP C55220 16GA. " O.C. (EACH STUD) 18-10d SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) (3) 16d NAILS EACH BLOCK ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY NIS SIGNATURE
LEDGER STRIP TO BEAM (FACE-NAILED) (3) 16d NAILS EACH JOIST TRIBUTARY LOADED AREA IN SQUARE FEET STUD TO BOX BEAM SIMPSON 1 1/4" X 20 GA. „ AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC
JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) Sd NAILS PER JOIST FOR ANY STRUCTURAL MEMBER
GALV. METAL STRAP C520 16 O.C. (EACH STUD) 18-10d DESCRIPTION OF THE ALTERATION.
ROOF SLOPE 0 TO 200 201 TO 600 OVER 600THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS
BAND JOIST TO JOIST (END-NAILED) (3) 16d NAILS PER JOIST BOX BEAM TO SILL SIMPSON LTP4 16" O.C. 12-8d X 1 1/2" SUCH ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) FLAT OR RISE LE55 THAN 4 INCHES PROHIBITED.
(2) 16d NAILS PER FOOT PER FOOT (1:3) 20 16 12 STORY TO STORY SIMP50N PND-5 WITH SEE PLAN SEE MANUFACTURER'S SPECIFICATIONS
R O O F SHE ATH ING HOLD-DOWN ATR-5/8 X 30 PUGLIA RESIDENCE
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING RISE 4 INCHES PER FOOT (1:3) TO 1(0 14 12 SILL TO FOUNDATION 5/8" DIA. ANCHOR BOLTS 32" O.C. N.A.
LESS THAN 12 INCHES PER FOOT (I:1)
STUD TO FOUNDATION SIMPSON HDU4 - 5D53 W/ SEE PLAN DRILL FOUNDATION FOR 7/8" ROD TO BE NEW DECK
PLYWOOD PANELS HOLD-DOWN 7/8" A36 THREADED ROD # EMBEDDED II 1/4" WITH SIMP50N ACRYLIC
4 -0- PERIMETER EDGE ZONE (RAFTERS @ 1611
o/c) 8d COMMON NAILS 6II O.C. EDGE 611
O.C. FIELD RISE 12 INCHES PER FOOT (1:1) 12 12 12 (WITH FLOOR JOISTS) SIMPSON C65 REDUCER TIE ADHESIVE. CONNECT 7/8" ROD TO 7gc15 MAIN ROAD
AND GREATER COUPLER 5/8 ROD WITH COUPLER. INSTALL SQUASH
INTERIOR ZONE (RAFTERS @ 16" o/c) Sd COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD BLOCKING BELOW SHEAR WALL COMPRES- EAST MARION, NEW YORK
SION POSTS - SEE DETAIL.
CE IL ING SHEATH I N G STUD TO FOUNDATION SIMPSON HDU4 - 5D53 SEE PLAN DRILL FOUNDATION FOR 5/8" ROD TO BE NAILING $ FASTENER SCHEDULE
HOLD-DOWN EMBEDDED II 1/4" WITH SIMPSON ACRYLIC
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING (W/0 FLOOR JOISTS) TIE ADHESIVE.
GYPSUM WALLBOARD 5d COOLERS 7" O.C. EDGE, 10" O.C. FIELD
NOTES: I)RVARCH I TECT, P.C.
WALL SHEATHING I. ALL TIES ARE IN ADDITION TO FRAMING NAILING - SEE NAILING SCHEDULE.
2. ALL LUMBER TO BE DOUG FIR - LARCH. 1180 Park Avenue Franklin Square, New York 11010
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING 3. ANCHOR BOLT 51ZE AND MAXIMUM SPACING TAKEN FROM TABLES 3,2A, 3.213 4 3.2C IN WFCM MANUAL FOR (516) 352-9827 www.drvarch.com
ONE AND TWO-FAMILY DWELLINGS (SEE NOTE #5 BELOW).
PLYWOOD PANELS 4. ALL CONCRETE TO BE 3000psi CONCRETE. NG drawn b .
LaS checked b
4'-0-" PERIMETER EDGE ZONE (STUDS @ 16" o/c) 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD 5 PLATES MAX. 1. ALL ANCHOR 122" AND MINTS TO . 8"'I FROM YCORN RS,V TYPE OR MMIr�N.N2 PER SILL; MIND MBEDMENT 8 "SON LBP5 5/8 3N MIN. AND 15" IN scale: AS NOTED date:
INTERIOR ZONE (STUDS @ 16" o/c) 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD MASONRY BLOCKS PER SECTION R403.1.6. proiect number: 2164
6. ALL METAL BRACKETS AND FASTENERS IN CONTACT WITH ACQ TREATED LUMBER MUST BE
GYPSUM WALLBOARD 5d 0001_ER5 7" O.C. EDGE, 10" O.C. FIELD DOUBLE-DIPPED HOT-GALVANIZED OR STAINLESS STEEL. -RE
7. DOUBLE TOP PLATES SHALL BE INSTALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS WITH BEARING
FLOOR SHEATH I N G PARTITIONS. END JOINTS 1N TOP PLATES SHALL BE OFFSET 24" MINIMUM PER R602.3.2.
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING x
kSY 0
PLYWOOD PANELS LESS THAN I" 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD NOTE: I j '
DETAILED SECTIONS INDICATE THE VARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. SIMILAR
R O O F S H I N G L E S CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL USE THE SAME CONNECTORS. 03 OF 04
JOINT DESCRIPTION NO. OF NAILS NAIL SPACING
ASPHALT 514INGILE STRIP 6 GALVANIZED MIN 12 GA EACH ASPHALT SHINGLE STRIP
ROOFING NAILS W/ 3/8"
DIA HEAD
GENERAL REQUIREI"LENTS: GENERAL CONSTRUCTION NOTES:
I. INTENT OF CONTRACT DOCUMENTS: ALL WORK SPECIFIED HEREIN SHALL INCLUDE ALL 1. ALL DIMENSIONS ARE TO FINISH DIMENSION. DO NOT SCALE DRAWINGS. USE FIGURED 21. ALL PLUMBING WORK SHALL CONFORM WITH THE INTERNATIONAL PLUMBING CODE AND THE
MATERIAL, LABOR, EQUIPMENT AND INSTALLATION. ALL MATERIAL AND WORKMANSHIP 12. EXISTING STRUCTURES: THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DIMENSIONS. LATEST COUNTY AND LOCAL HEALTH DEPARTMENT CODES. THE PLUMBING
SHALL BE NEW AND FIRST QUALITY SUBJECT TO THE ARCHITECT'S AND OWNER'S ANY ELEMENTS OF THE PROJECT, OR THOSE ELEMENTS IMPACTED BY THE PROJECT, CONTRACTOR 15 TO OBTAIN ALL INSPECTIONS NECESSARY FOR THE SIGN-OFF OF THE
APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO CLARIFY THE WORK IF THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION THAT ARE FOUND TO BE 2. CUTTING AND PATCHING: EACH SUBCONTRACTOR OR TRADE SHALL BE RESPONSIBLE PLUMBING WORK.
NECESSARY BY ADDITIONAL DETAIL DRAWINGS OR WRITTEN DESCRIPTION. UNSOUND OR DANGEROUS. SUCH ELEMENTS ARE TO BE MADE COMPLIANT WITH THE FOR PROVIDING THEIR OWN CUTTING AND PATCHING UNLESS ARRANGEMENTS ARE 22. ALL ELECTRICAL WORK SHALL COMPLY WITH 2015 INTERNATIONAL ELECTRICAL CODE,
APPLICABLE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND IN MADE WITH THE GENERAL CONTRACTOR TO DO 50. VERIFY ANY QUESTIONABLE CHAPTERS 35 THROUGH 41, AND THE BOARD OF FIRE UNDERWRITERS REQUIREMENTS.
2. MEASUREMENTS: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ACCORDANCE WITH STANDARD BUILDING PRACTICE. CUTTING WITH THE ARCHITECT BEFORE COMMENCING WORK. THE ELECTRICAL CONTRACTOR 15 TO PROVIDE THE OWNER WITH AN UNDERWRITERS
DIMENSIONS AND MEASUREMENTS IN THE FIELD AND LAYING OUT WORK PRIOR TO THE CERTIFICATE AT THE COMPLETION OF WORK.
COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE EXISTING STRUCTURES ON THE PROJECT PROPERTY NOT RELATED TO THE PROJECT 3. ALL STRUCTURAL MATERIAL OR ASSEMBLIES SUBJECT TO DETERIORATION WHICH
ATTENTION OF THE ARCHITECT FOR 14I5 CONSIDERATION AND CLARIFICATION BEFORE SCOPE OF WORK ARE NOT THE RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR. MIGHT BECOME STRUCTURALLY UNSOUND IF UNPROTECTED SHALL BE PROTECTED
PROCEEDING WITH THE WORK. IN NO CASE 514ALL SUCH DIFFERENCES CONSTITUTE IN ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS AS PER THE INTERNATIONAL
THE BASIS FOR AN EXTRA CHARGE OR COMPENSATION. 13. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESIDENTIAL CODE, SECTION R317.
3. QUALITY G014RESPONSIBLE FOR MAINTAINING THE JOB SITE IN A NEAT, SAFE AND ORDERLY 4. CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM OF 3500PS1 COMPRESSIVE
ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE
MANUFACTURERS, SERVICES, SITE COMPOSITION AND WORKMANSHIP TO PRODUCE WORK MANNER AT ALL TIMES. STRENGTH AFTER 28 DAYS. NEWLY POURED CONCRETE SHALL BE KEPT FROM
OF SPECIFIED QUALITY. ALL WORKMANSHIP SHALL BE FIRST QUALITY EXCEEDING BUILDING SITE RAPIDLY AS IT ACCUMULATES. PROVIDE AND MAINTAIN PROPER WASTE FREEZING AND ALLOWED TO CURE IN ACCORDANCE WITH THE AMERICAN CONCRETE
INDUSTRY STANDARDS, BY QUALIFIED AND TRAINED MECHANICS FAMILIAR WITH THEIR CONTAINERS. NO FOOD WASTE ON THE FLOOR WILL BE TOLERATED. ALL TRADES INSTITUTE STANDARDS.
RESPECTIVE TRADE. SHALL ARRANGE TO CLEAN UP THEIR RESPECTIVE DEBRIS.
5. ALL FOOTIINGS SHALL EXTEND TO UNDISTURBED VIRGIN SOIL HAVING A MINIMUM
4. FIELD ENGINEERING: ALL GRADE LINES, LEVELS AND BENCHMARKS SHALL BE 14. MATERIALS AND EQUIPMENT: BEARING CAPACITY OF ONE TON PER SQUARE FOOT. (GRADED SAND WITH GRAVEL).
ESTABLISHED AND MAINTAINED BY THE GENERAL CONTRACTOR. IF NECESSARY THE THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF V-0" BELOW FINISH GRADE.
GENERAL CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT A. TRANSPORTATION AND HANDLING: ARRANGE AND TRANSPORT PRODUCTS BY ALL FOOTINGS SHALL BEAR ON SUITABLE SAND AND GRAVEL SOIL. MAXIMUM PITCH
THE BUILDING OR BUILDING ADDITION AND VERIFY REQUIRED SETBACKS. WHEN THE METHODS REQUIRED TO AVOID PRODUCT DAMAGE; DELIVER IN UNDAMAGED RATIO FOR STEPPED FOOTINGS SHALL BE I IN 3.
BUILDING OR BUILDING ADDITION 15 TO CLOSE TO THE REQUIRED SETBACK LINES, A CONDITION. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY
SURVEYOR WILL BE REQUIRED TO STAKE OUT THE BUILDING OR BUILDING ADDITION METHODS TO PREVENT SOILING OR DAMAGE. PROMPTLY INSPECT SHIPMENTS 6. ALL REINFORCING BARS TO BE INTERMEDIATE GRADE 60 DEFORMED BARS. ALL TO
AND RECONFIRM THE LOCATION OF THE FOUNDATION WALLS BEFORE FRAMING BEGINS. TO A55URE THAT PRODUCTS ARE UNDAMAGED. AMERICAN CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE
STANDARDS. MINIMUM 30 DIAMETERS LAP ON ALL SPLICES.
5. BUILDING PERMIT: THE GENERAL CONTRACTOR SHALL PREPARE AND FILE FOR ALL B. STORAGE AND PROTECTION: STORE PRODUCTS IN ACCORDANCE WITH THE
BUILDING PERMITS AND OTHER APPROVALS NECESSARY FOR THE PERFORMANCE OF HIS THE MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT 7. SILL ANCHORS IN ALL FOUNDATION WALLS SHALL BE IN ACCORDANCE WITH THE
WORK. ALL PERMIT FEES SHALL BE REIMBURSED TO THE CONTRACTOR BY THE OWNER. AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT ENCLOSURES "NAILING AND FASTENERS" DRAWING THI5 SET. ALL SILLS TO BE PRESSURE TREATED
OFF THE GROUND; MAINTAIN WITH TEMPERATURE AND HUMIDITY RANGES REQUIRED LUMBER, HAVE SILL INSULATION AND ALUMINUM TERMITE SHIELD, AS PER THE
IN NO CASE SHALL THE GENERAL CONTRACTOR BEGIN WORK IN ANY MANNER UNTIL BY THE MANUFACTURER'S INSTRUCTIONS. INTERNATIONAL RESIDENTIAL CODE
PROPER APPROVAL AND SIGNED PERMIT IS ISSUED. THE GENERAL CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING THE BUILDING INSPECTOR OF THE PROGRESS OF THE PROVIDE TEMPORARY PROTECTION FOR INSTALLED PRODUCTS. CONTROL TRAFFIC 8. STRUCTURAL STEEL: ALL STEEL TO BE ASTM A36 AND ALL FABRICATION AND
WORK AND REQUEST TIMELY INSPECTIONS BY THE BUILDING INSPECTOR. IN IMMEDIATE AREA TO PREVENT DAMAGE. PROVIDE PROTECTIVE COVERING ERECTION SHALL BE IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF STEEL
FOR WALLS, PROJECTIONS, JAMB5, SILLS AND SOFFITS OF OPENINGS. PROTECT CONSTRUCTION AND SPECIFICATIONS AND STANDARDS. ALL FIELD CONNECTIONS TO
UPON THE COMPLETION OF WORK, THE GENERAL CONTRACTOR SHALL REQUEST A FINAL FINISHED FLOORS AND STAIRS FROM TRAFFIC, MOVEMENT OF HEAVY OBJECTS BE BOLTED CONNECTIONS AND ALL STEEL TO BE SHOP PRIMED AND REPAINTED AFTER
INSPECTION BY THE INSPECTOR AND PROVIDE ALL REQUIRED UNDERWRITERS AND STORAGE. REPAIR AND REPLACE ANY DAMAGED SURFACES. INSTALLATION. MINIMUM OF 4" END BEARING ON ALL BEAMS.
CERTIFICATES AND SECURE A CERTIFICATE OF OCCUPANCY (OR AN UPDATED
CERTIFICATE OF OCCUPANCY) PRIOR TO FILING A CERTIFICATE OF SUBSTANTIAL 15. CONTRACT CLOSEOUT: UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR 9. LUMBER: ALL STRUCTURAL LUMBER SHALL CONFORM TO STATE CODE, PRODUCT USE
COMPLETION WITH THE ARCHITECT. SHALL PERSONALLY INSPECT THE ENTIRE PROJECT AND CONFIRM THAT ALL WORK MANUAL OF WESTERN WOOD PRODUCTS ASSOCIATIONS AND PLYWOOD SPECIES AND
15 IN ACCORDANCE WITH THE PLANS. ANY DEFECTIVE OR DAMAGED WORK SHALL GRADE GUIDE OF THE AMERICAN PLYWOOD ASSOCIATION.
G.C. 15 RESPONSIBLE TO OBTAIN AN UPDATED PROPERTY SURVEY IF REQUIRED BY BE CORRECTED.
THE LOCAL MUNICIPALITIES IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY ALL LUMBER TO MEET OR EXCEED THE FOLLOWING STANDARDS OF QUALITY:
(OR AN UPDATED CERTIFICATE OF OCCUPANCY). A. CLEANING: THE ENTIRE CONSTRUCTION AREA, INSIDE AND OUT, SHALL BE
THOROUGHLY CLEANED READY FOR THE OWNERS USE. THI5 DOES NOT CONSTITUTE HORIZONTAL FRAMING MEMBERS (JOISTS AND RAFTERS) TO BE DOUGLAS FIR-
6. BUILDING (XIDES: ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE JUST "BROOM SWEPT". ALL SURFACES SHALL BE PROFESSIONALLY CLEANED AND LARCH, CONSTRUCTION GRADE, MIN. Fb = 1000 PSI AND E = 115001000.00
LOCAL AND STATE BUILDING CONSTRUCTION CODE, THE STATE ENERGY CONSERVATION POLISHED INCLUDING ALL GLASS, TILE, WOODWORK, CABINETRY, BATH FIXTURES
CODE, COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ALL LOCAL AGENCIES HAVING AND ALL PAINTED SURFACES AND FLOORS. CLEAN THE INSIDE OF ALL CABINETRY VERTICAL FRAMING MEMBERS (STUDS) TO BE DOUGLAS FIR - LARCH STANDARD
JURISDICTION. AND DRAWERS. REMOVE ALL WASTE AND SURPLUS MATERIAL, RUBBISH AND GRADE Fb = 500 PSI AND E = 11400,000.00
CONSTRUCTION FACILITIES FROM PROJECT SITE. NO DEBRIS SHALL BE BURIED
7. TEMPORARr FACILITIES: THE GENERAL CONTRACTOR SHALL PROVIDE, MAINTAIN AND ON SITE. 10. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE WITH WATERPROOF GLUE IN
PAY FOR ALL TEMPORARY UTILITIES THAT MAY BE NEEDED FOR HIS WORK. IF THE CONFORMANCE WITH THE AMERICAN PLYWOOD ASSOCIATION SPECIFICATIONS AND
OWNER ALLOWS THE CONTRACTOR TO USE THE EXISTING FACILITIES, THE CONTRACTOR B. OPERATION, MAINTENANCE DATA AND WARRANTIES: THE GENERAL CONTRACTOR GRADING. ALL NAILING TO BE AS PER THE INTERNATIONAL RESIDENTIAL CODE.
SHALL REIMBURSE THE OWNER FOR SUCH USE. THE CONTRACTOR SHALL BE AND HIS SUBCONTRACTORS SHALL PROVIDE ALL WRITTEN OPERATIONAL rev. date description
RESPONSIBLE FOR THE MAINTAINING OF SUCH UTILITIES IN AN ORGANIZED AND SAFE INSTRUCTIONS AND WARRANTIES FOR ALL EQUIPMENT AND CONTROLS INSTALLED 11. FRAMING: PROVIDE AND INSTALL DOUBLE JACK STUDS AT EACH SIDE OF VERTICAL
MANNER. INCLUDING ALL RESIDENTIAL EQUIPMENT. THE ENTIRE MECHANICAL SYSTEM, OPENINGS. PROVIDE AND INSTALL DOUBLE RAFTERS, JOISTS OR HEADERS AND
OR ANY PORTION AFFECTED BY THE CONSTRUCTION PROJECT, SHALL BE TRIMMERS AT ALL FLOOR AND ROOF OPENINGS. PROVIDE 1" X 3" CROSS BRIDGING
PROVIDE, PAY FOR AND MAINTAIN ALL TEMPORARY FACILITIES REQUIRED FOR THE EXPLAINED TO THE OWNER INCLUDING REQUIRED MAINTENANCE EACH MECHANICAL AT MAXIMUM W-0" ON CENTER CONTINUOUS FROM WALL TO WALL FOR FLOOR AND
EXECUTION OF THE WORK, INCLUDING BUT NOT LIMITED TO ELECTRICITY FOR POKIER TRADE SHALL PROVIDE WRITTEN INSTRUCTIONS REGARDING THEIR WORK AND CEILING JOISTS.
AND LIGHTING, HEAT AND VENTILATION, TELEPHONE SERVICE, SANITARY FACILITIES, INCLUDE THEIR NAME AND TELEPHONE NUMBER IN CASE OF AN EMERGENCY. ALL
DUMPSTERS, WATER, DUST CONTROL AND ALL NEEDED DEWATERING EQUIPMENT, ELECTRICAL PANELS SHALL HAVE A WRITTEN SCHEDULE INDICATING WHAT EACH PROVIDE AND INSTALL FIRESTOPS ON ALL LOAD BEARING WALLS AS PER THE
SCAFFOLDS, LADDER AND SHORING. CIRCUIT CONTROLS. INTERNATIONAL RESIDENTIAL CODE, MINIMUM W-0" VERTICAL. 02/09/20221 ISSUED TO OWNER
8. LIST OF SUBCONTRACTORS: THE GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL C. PROJECT RECORD DRAWINGS: PREPARE A SET OF CLEAN BLUEPRINTS WHICH ALL EXTERIOR WALLS AND ALL INTERIOR BEARING WALLS TO BE 2" X 4" WOOD STUDS IT 15 A VIOLATION OF THE LAW FOR ANY PERSON UNLESS
SUBCONTRACTORS (INCLUDING ADDRESS AND TELEPHONE NUMBERS) THAT WILL BE DOCUMENTS ALL CHANGES AND ADDITIONS TO THE WORKING DRAWINGS BY THE AT 16" ON CENTER, WITH 2" X 4" CATS AT THIRDS. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,
USED ON THE PROJECT, PRIOR TO THE COMMENCEMENT OF WORK. T1415 LIST SHALL BE IDENTIFYING SKETCHES AND DIMENSIONS IN RED ON THE PRINTS, THE EXACT TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE
UPDATED AND KEPT CURRENT AS CONSTRUCTION PROCEEDS. THE OWNER RESERVES LOCATION OF BURIED ITEMS SUCH AS ALL THE UTILITIES, THE ENTIRE SEPTIC ALL EXTERIOR NAILING IN EXPOSED EXTERIOR WOOD SHALL BE ALUMINUM OR 5EAL OF AN ARCHITECT 15 ALTERED, THE ALTERING
THE RIGHT TO REJECT ANY SUBCONTRACTOR FOR ANY REASON THEY MAY CHOOSE. SYSTEM, AND ALL ITEMS CHANGED, ENCOUNTERED, OR ADDED FOR GALVANIZED. ARCHITECT SHALL AFFIX TO HIS ITEM THE 5EAL AND THE
CONSTRUCTION. SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING NOTATION 'ALTERED BY' FOLLOWED BY 14I5 SIGNATURE
9. COORDINArt1ON: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, LIST OF DOCUMENTS 12. INSULATION: PROVIDE AND INSTALL FIBERGLASS BATTS, FOIL ONE SIDE, THICKNESS AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC
COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND COOPERATE WITH OTHER AND SIGNATURE OF THE CONTRACTOR. AND R-RATING AS SHOWN ON DRAWINGS. FOAM INSULATION SHALL COMPLY WITH THE DESCRIPTION OF THE ALTERATION.
TRADES TO FACILITATE THE PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD INTERNATIONAL RESIDENTIAL CODE, SECTION R316. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS
OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR D. RELEASE OF LIENS: BEFORE FINAL PAYMENT WILL BE APPROVED, THE GENERAL SUCH ARE THE PROPERTY OF THE ARCHITECT.
WORK AND STORAGE OF THEIR EQUIPMENT AND MATERIALS. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, A NOTARIZED RELEASE OF 13. GYPSUM BOARD: ALL GYPSUM BOARD SHALL BE 1/2' UNLESS OTHERWISE NOTED. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER COORDINATION OF THEIR LIENS AFFIDAVIT STATING THAT ALL INDEBTEDNESS CONNECTED WITH THE WORK PROVIDE MINIMUM 1/2" TYPE 'X' FIRE CODE 60 IN GARAGE AND BOILER ROOM AREAS. PROHIBITED.
WORK. THE GENERAL CONTRACTOR AND 14I5 SUBCONTRACTORS SHALL ARRANGE A FOR WHICH THE OWNER OR THEIR PROPERTY MIGHT IN ANY WAY BE RESPON51BLE ALL GYPSUM BOARD IN BATHROOMS SHALL BE "GREEN BOARD" WITH WATER RESISTANT
PRECONSTRUCTION MEETING WITH THE ARCHITECT TO DISCUSS THE SCHEDULE AND HAVE BEEN PAID IN FULL. FINISH. PROVIDE 1/2" WONDER BOARD OR DUROROCK CEMENTITIOUS BACKER BOARD IN PUGL I A fRE,S I D ENCS
COORDINATION OF THE WORK. ALL SHOWER AND TUB AREAS. ALL GYPSUM BOARD SHALL HAVE TAPE AND THREE
E. IF SD REQUIRED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL COATS OF SPACKLE AND TO BE SANDED SMOOTH READY FOR PAINTING.
10. INSURANCE.: THE OWNER 5NALL SEEK PROFESSIONAL ADVICE FROM 1415 INSURANCE SIGNED AND NOTARIZED RELEASES BY EACH SUBCONTRACTOR STATING THAT
SUPPLIER AND MAINTAIN AND PAY PREMIUMS FOR INSURANCE ON ALL WORK DONE AND THEY HAVE BEEN PAID IN FULL AND HAVE NO ADDITIONAL CLAIMS AGAINST 14. ALL WINDOWS AS SPECIFIED SHALL BE DOUBLE GLAZED, HAVE WEATHER STRIPPING NEW DECK
INCORPORATED IN THE BUILDING AGAINST L055 DAMAGE FROM FIRE, THEFT OR THE OWNER IN ANY WAY. AND HAVE CONCEALED FLASHING AND DRIP CAP. ALL WINDOW UNITS SHALL BE
VANDALISM. THE OWNER SHALL ALSO PROTECT HIS INTERESTS FROM CONTINGENT PROVIDED WITH SCREENS AND LOCKING HARDWARE
LIABILITY FOR DAMAGE FOR PERSONAL INJURY INCLUDING DEATH, WHICH MAY ARISE 7995 MA ROAD
FROM OPERATIONS UNDER THIS CONTRACT. WINDOWS THAT SERVE AS OPENINGS FOR EMERGENCY EXIT TO COMPLY WITH THE EAST MARION, NEW YORK
THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF THE INTERNATIONAL RESIDENTIAL CODE, SECTION R310.
INSURANCE NAMING THE OWNER AND HIS PROPERTY AS CO-INSURED, COVERING ALL EXTERIOR DOORS SHALL HAVE 5" SADDLE AND INTERLOCKING WEATHER- GENERAL NOTES
WORKER'S COMPENSATION INSURANCE AND LIABILITY FOR $2,000,000.00. STRIPPING ZERO OR APPROVED EQUAL.
11. SITE PROTECTION AND SAFETY: THE CONTRACTOR SHALL PROTECT THE OWNER AND 15. ALL ELECTRICAL AND MFCHAN!CAL WORK SHALL BE INSTALLED IN STRICT
THE ADJACENT PROPERTIES FROM INJURIES AND DAMAGE. ANY DAMAGE DONE DURING ARCH I T E C T , P.C.
CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR HIS SUBCONTRACTORS CONFORMANCE WITH THE NATIONAL ELECTRIC CODE AND HAVE UNDERWRITER S
5NALL BE CORRECTED WITHOUT DELAY OR EXPENSE TO THE OWNER. LABORATORY APPROVAL. ALL MECHANICAL WORK SHALL BE LAID OUT AND INSTALLED URV
IN A FIRST CLASS AND QUALITY MANNER. SLOPPY WORKMANSHIP WILL BE REJECTED.
1180 Park Avenue Franklin Sgpare, New York 11010
16. SMOKE DETECTOR: PROVIDE AND INSTALL 110 VOLT SMOKE DETECTOR TO MEET THE (516) 352-8827 www.drvarch.com
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION REQUIREMENTS IN ALL BEDROOM AREAS PER THE INTERNATIONAL RESIDENTIAL CODE
AND PRESERVATION OF ALL TREES AND SHRUBS THAT ARE NOT TO 8E REMOVED SECTION R314 AND PER THE REQUIREMENTS OF THE LOCAL JURISDICTION. drawn b LaS checked b .
FROM THE WORK AREA. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING
PRIOR TO THE COMMENCEMENT OF HIS WORK OF ANY TREE OR SHRUB THAT HE scale: AS NOTED date:
FEELS SHOULD BE REMOVED OR REPLANTED COMMENCEMENT OF WORK WILL 17. ALL ATTIC EXHAUST FANS, IF PROVIDED SHALL BE INSTALLED WITH MEANS FOR
REPRESENT THAT THE CONTRACTOR HAS ACCEPTED THE SITE A5 I5. AUTOMATIC SHUT-OFF IN THE EVENT OF A FIRE IN CONFORMANCE WITH THE ro'ect number: 2164
INTERNATIONAL RESIDENTIAL CODE.
ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED AND MAINTAINED WHEREVER NEED 18. FIRE ALARM SYSTEM: IF PROVIDED OR INSTALLED UNDER T1415 CONTRACT SHALL
TO PROTECT CONSTRUCTION FROM WEATHER OR TO PROTECT THE BUILDING AGAINST
INCLUDE AN AUTOMATIC SHUT-OFF RELAY TO ALL MECHANICAL FANS AND BURNERS
UNAUTHORIZED ENTRY TO A POOL ETC.
WITH BUILDING TO INSURE THAT IF THE ALARM SYSTEM 15 ACTIVATED THAT ALL
FANS AND BURNERS WILL BE DEACTIVATED TO PREVENT THE POSSIBLE SPREAD OF _ 00/� 00
PARTICULAR CARE SHALL BE TAKEN IF WORK 15 NEAR A SWIMMING POOL. PROVIDEA- .
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FENCING AROUND THE POOL DURING THE CONSTRUCTION PERIOD TO PREVENT ENTRY FIRE OR SMOKE THROUGHOUT THE BUILDING.
TO THE POOL.
19. DOORS AND EXITS SHALL CONFORM WITH THE INTERNATIONAL INTERNATIONAL
RESIDENTIAL CODE, SECTION R311.
04 OF 04
20. STAIRS SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION R311.7.
RAILINGS AND HANDRAILS, SHALL CONFORM WITH THE INTERNATIONAL. RESIDENTIAL CODE,
SECTION R311.7.8.