HomeMy WebLinkAbout49762-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49762 Date: 9/22/2023
Permission is hereby granted to:
Galgano, Thomas
94 Fifth St
Garden City, NY 11530
To: Construct a deck addition and door alteration to an existing single-family dwelling as
applied for with approved letters that no permit is necessary from both DEC and
Trustees.
At premises located at:
2250 Beebe Dr, Cutchorogue m IT
SCTM # 473889
Sec/Block/Lot# 103.-3-9
Pursuant to application dated 8/29
pp /2023 and approved by the Building Inspector.
To expire on 3/23/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $484.80
CO-ADDITION TO DWELLING $50.00
Total: $534.80
......... y-. _ v
Building Inspector
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 htt D ://�vww.s(.)u oldtownU.�y()v.
Date Received
APPLICATIONII Ii
For Office Use Only
� LIG /
PERMIT NO. 71e),- Building Inspector:
Applications and forms must be filled out in their entirety. Incomplete G DF.PT.
applications will not be accepted. Where the Applicant is not the owner,an T tIM .� rnv'r ..
Owner's Authorization form(Page 2)shall be completed.
Date:8/28/23
OWNER(S)OF PROPERTY:
Name:Thomas Gaigano SCTM # 1000-103-3-9
Project Address:2250 Beebe Dr, Cutchogue
Phone#:516-770-2131 :tegalgano@aol.com
Mailing Address:94 5th St, Garden City NY 11530
CONTACT PERSON:
Name:AMP Architecture / Brooke Epperson / Doug Scharadin
Mailing Address: PO Box 152, Mattituck, N.Y. 11952
Phone#:631-603-9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address: PO Box , Mattituck, N.Y. 11952
Phone#:631-603-9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address.
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
[]NewStructure L'Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? Dyes IR No Will excess fill be removed from premises? ❑Yes R No
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 this property? ❑Yes R No IF YES, PROVIDE A COPY.
R Check Box After Readling: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
ordinance of the Town of 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 naflrme),.^ M P Architecture RAuthorized Agent ❑Owner
Signature of Applicant: Date: �'2q Iss
STATE OF NEW YORK)
c-. SS: �/
COUNTY OF a4*b 1JL)
:IncLee being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract above named,
(S)he is the C40 n+
(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 Aewil .
BARBARA H.TAN�dY
Sworn before me this Notary Public,State Of New
Yo>ic
No. 01 TA6086001
Qualified In Suffolk County
day of . 20 013 �•S- Q17L
Notary Public
PROPERTY ()WNEA AUTHORIZATION
(Where the applicant is not the owner)
I, clw ( residing at
do hereby authorize AMP ARCHITECTUREto apply on
my behalf the ToWip of Southold Building Department for approval as described herein.
" 47
... 3
Owner's Sign a Date
Print Owner's Nime
2
Town Hall Annex
Glenn Goldsmith,President
54375 Route 25
A.Nicholas Krupski,Vice President 4 P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples "" Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
April 16, 2023
Anthony Portillo
AMP Architecture, PLLC
P.O. Box 152
Mattituck, NY 11952
RE: THOMAS & KATHLEEN GALGANO
2250 BEEBE DRIVE, CUTCHOGUE
SCTM#: 1000-103-3-9
Dear Mr. Portillo:
The Southold Town Board of Trustees reviewed your letter received in this office on
April 11, 2023, and the site plan prepared by AMP Architecture LLC dated April 4, 2023,
and determined that the proposed deck for a single-family residence is out of the
Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of
the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
SILT FENCING WITH HAYBALES REQUIRED TO BE INSTALLED AT 100' FROM
THE WETLANDS.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may tale Place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
r
2
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion hazard area, which may result
Such pr c fio'ns'may include mairitaihing adequate re rk area
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm..
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
414-�'x
Glenn Goldsmith, President
Board of Trustees
GG:dd
NEW YORK SIATE DEP wKEN'ST' OF .N II NMEN" III.- CONSERVATION
Divislan of IEnvlronmon 0 Pomhe,Rogion I
SUNY(0 S¢amry Brook,SAY Circle dorm, Many Brook,NY M90
P:(631)444-0.3651 F:(631p 444-0360
vavuwd,€S�r,„r�y,q���e
NO PERMIT NECESSARY
7/6/2023
Tom Galgano
2250 Beebe Drive
Cutchogue, NY 11935
Re: Application# 1-4738-04958/00001
Galgano Property
2250 Beebe Drive, Cutchogue, NY 11935
SCTM# 1000-103-3-9
Dear Applicant:
The Department of Environmental Conservation (DEC) has completed a review of your
proposal to remove the existing paver patio and construct a 7737.7 SF wood deck. All
proposed work is located greater than 75 feet from the Tidal Wetlands Boundary as per
the plans prepared by Anthony M Portillo, Registered Architect, last revised 6/27/2023.
Based on the information you submitted, DEC has determined that this type of work is
listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as a use not
requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act
(Article 25) of the Environmental Conservation Law.
Be advised, any additional work or modification to the project as described, may require
DEC authorization. Please contact this office if such activities are contemplated.
There are no fees associated with proposals that do not require a permit, therefore the
check you submitted will be voided.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sin rely,
” ( �LA41-11
Sherri Aicher
Regional Permit Administrator
cc: AMP Architecture
BMHP
File
J WIN Ompattment of
ro(,w °ammmm �w� lmm�m�
NOTE: WETLANDS DELINEATION PERFORMED BY BARRON
ENVIRONMENTAL, MAY 23, 2022 FIRM PANELS: 36103CO164H
NOTE: DATE OF SURVEY UPDATE: JUNE 7, 2023 MAP EFFECTIVE DATE: 9/24/2009
FLOOD HAZARD ZONES:X / 0.2 PCT
1.1 ANNUAL CHANCE FLOOD HAZARD AND I
' " FLOOD HAZARD ZONES:AE (EL 6) 318.75'
N 7 7 X2 5 0 E LOT 54 P.10.9.
191 P-
HEDGE' Y x
LLIM
Op OSµ�EC�
JL
'
" � 9 1_
�� 8 ars ASPHALT
Aj x
DRIVEWAY `r{
I I 'RETAIN.
LOCK _ I�
( x X40 RETA18 OOA PAVER -STORY N
n I 7.6 I I X HOUSE �,, C�.1
` u SLATE & I No. 2250 0
�X WO WA WA da X DIRT STEPS
1
224 X 10.93 10.8 x x
x 6.72 77 17 x LOCK 6.1
RETAIN,
n R P � X X WALL —^
V 1 CHIM
BULKHEAD7.9
x 226
67T9" Fuc 2 LOT 55 PAVER P CH GARS
x PATio k S1EPS
CONC.
O � E I 4. STEPS 28.5
AE (EL
C�
XN 2.4 0HORR PAVER o
o
.. WOOD STEP WALKWAY .,�
100¢d 1 —4
/ AG,1,... I x 6.05 X 0
.2 � 3.86 4.88 x HEO 1 ^�
X
X
BULKHEAD. 1 01 x
7C X
\ 2.06 X 4.96
Xuti I
�z I S77°49'30"W x LOT 56 323.70'
N
\ I HOUSE CTI
N
—x —__—x1.62 OR.
NOTES:
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: E M O RST ROAD OAD
SURVEY O F AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE C ANY
53 PROBST DRIVE
SUBSURFACE VIE LEI ARE
AT /ORCER STRUCTURES NOT
5READILY VISNBLE" ARE NOT CERTNFIEO. THE
L 0 T SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE.
PHONE: 833-787-8393
^ E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM
M 0 WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER
PERTINENT FACTS WHICH'.A TITLE SEARCH MIGHT DISCLOSE
MOOSE COVE
DISTRICT:1000 LOT:009.000 BLOCK:03.00 SECTION:103.00 `UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A
LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134,
AWFILMAP,/FILE NO.: 3230 SECTTGN 7209, SUBDIVI'SIO'N 2, OF THE NEW YORK STATE EDUCATION LAW-
FILED
ED ON AUGUST 30, 1960 Capitis from the original of this survey mop not marked with an arigitnol
A S MAP N o. 3230 MAP OF: "Moose Cove at East Cutchogue, Town of Southold, c the land surva a l'n4p Beau a t,ie amtaeelc sed are not be
sonde redland
o uolld Crud oapy." "Corthis elan kudloatad kshoil of bey that
Suffolk •County, New York" this sur+rey was prepared In occardonce wKh the exlsting Code of Praetbca
SI TUA TE
for Land Surveys adapted, al New York Ss s ll run only of
to
parsan governmental
the survey Is prepared, and on beholf to t the
not transferaiale to addittanat instltuations or subsequent owners."
kMte�.
�TITLE NO.: CT22-00428-5 PralFoslanal Land Surveyors, Bald oertl4loagUans shell"an °" tions ars
EAST CUTCH 0 G U E, company, a�ornrruantat a pna and 4eruatln Inatllwattan. CertllTaa
TOWN OF S 0 U TH 0 LD MAP FILED .DATE: AUGUST 30, 1960
SUFFOLK COUNTY NEW YORK LEG���." COUNTY TAX MAP ID: 1000-103.00-03.00-009.000
OVERHEAD UTILITY WIRES SITUATED AT: EAST CUTCHOGUE, TOWN OF SOUTHOLD
TAX No. 1000-103.00-03.00-009.000
SCALE 1"=30' SUBDIVISION MAP LOT & BLOCK 'S: LOT 55 rte ' w
UTILITY POLE Thom asInen M1
LAREA
28, 2022 ' w a ano ana wee a ano, us an
EM ELEC. METER COPYRIGHT 2022 RALPH HEIL, ,
= 32,049 sq. ft. ® PROPANE TANK F= — m an I e AERIAL LAND suRVEnNc, D.P.C.
ac. o JOB No.: 22-1?18C_
Chicago I einsurance
WATER PUMP v DATE: FEBRUARY 9 202'3 ` ��
A5��C)Rs
SITE PLAN HATCH KEY:
PROPOSED BUILDING ADDITION
0 WETLANDS AREALLI
Q
J rt J co
a co
Q , tC\l
c: Lo
� E : 1 0 0
h -
�' }: (D
z
# ®® I .®O PROJECT LOCATION &SCOPE x N
µ TM
—
SITE PLAN & ZONING DATA o m �' c9
SPECIAL INSPECTIONS cv p Lo
k
NI4°11'00"W
r :. - � , ° GENERAL NOTES
-�
7+++++-�+++
+ + , + - � . -� DESIGN CHARTS
, + ,
+
F + + ++
_
+. STRUCTURAL
+ + . + + + + . , � A. CTURALDES
+ I + + +++++++++++
r
S1 .• ,
+ +
%++++++++++++++ + + + + +.++++! :-++.++*+++++'++++*+*++ +*+++++.+-+++++++ + +
,: ", PROPOSED FOUNDATION PLAN
+
I+ . ..
xI. ,cl+++++%++++++%+++.+; +., "�`; /a "�° , k VL
r .. ,�- •., PROPOSED FIRST FLOOR PLAN
,' , - • ^
;' "� a ,. ,..,� PROPOSED REAR ELEVATION 70
+ + / _ —�—J
},' k P ... g DESIGN DETAILS _
* ';+%� �P'k' �1. : p •,�.. S til�'x.....:. ',s'.n!�"p�f. ',a..v •;,n,i , i r ,
ffa :. «. ,.... ...
nn ``
{j$ SUB.IEGT PROPERTY
-� ..q -
^ .+'k yi t l► ,yam ,,fip ". '{ ^�"' `�''y _ m
i*'+++++++++++'+++'+++,++++++++' � ; � , +
..:
w '
+' +++++++' ' +' EDGE OF WETLANDS AS DELINEATED BY ( ,
I' 'a' +� 13ARRON ENVIRONMENTAL MAY 23 2022 '¢ a ��� v
„ + + , + ,
!++*+++++++++++++++++,+.+++++++++
,. .} . *, .. . ; ..+.*. . .+. . .. .. ''{ '. _'
SCALE: NTS Q
WETLANDS AREA
= 7,101 S.F. I
FRO�IE�T SGOFE
I
FROF05E DECK AT REAR OF HOUSE WITH SIDE STAIR AND MAIN
' o ' STAIR FAG I NO WATER. DECK TO I NGLUDE STORAC E/OIL REFILL
AGGESS UNDERNEATH.
el
FRO�E�T DATA :
75' SETBACK + N
FROM WETLANDS
PROJECT / ZONING DATA
ITAX MAP # 1000-103-03—OOQ
I i iN i i
ZONING DISTRICT R-40 NON—GONFORMING
100' SETBACK I i LOT AREA 0.736 ACRES
FROM WETLANDS -
- COfO — DWELLING NO. ZI,I6; 10/28/1163 APPROVED AS VOTED
' FEMA FLOOD ZONES AE (EL.=6') 4 X / _�
DATE: B.P.#-q lQ z
WETLANDS DISTRICT — TRUSTEES NON—JURISDICTION LETTER
PROVIDED
FEE BY:. `____
NO PERMIT REQUIRED LETTER NOTIFY BUILDING DEPARTMEIvT AT o
DEG DISTRICT
PROVIDED 631-765-1802 8AM TO 4PM FOR THE ,
4^
EX15TINO SHED FOLLOWING INSPECTIONS:
EXISTING PAVER PATIO _ LOT COVERAGE
FOUNDATION-TWO REQUIRED
TO BE REMOVED I I FOR POURED CONCRETE a
- - - - - - - SOUTHOLD TOWN CODE 280-4 280-124 ROUGH-FRAMING&PLUMBING o
INSULATION
PROPOSED WOOD DECK a I DESCRIPTION (FOOTPRINT) AREA % LOT FINAL-CONSTRUCTION MUST PROJECT:
LIMITS OF CLEARING, GRADING 8 GROUND COVERAGE BE COMPLETE FOR C.O.
DISTURBANCE TOTAL LOT AREA 32,041 S.F.
ALL CONSTRUCTION SHALL MEET THE TOM GA LGA N 0
TOTAL LOT AREA LANDWARD OF
24,140 S.F. REQUIREMENTS OF THE CODES OF
WETLANDS — YORK STATE NOT RESPONSIBLE R DECK ADDITION
GONG. i
STAIR i � i EXISTING DWELLING 1,668., S.F. 6.7%
EXISTING OUTDOOR 1 % / % '' 0►ItCN OR CONSTRUCTION ERRORS
EXISTING GONG. STEP � STOOP 35.8 S.F. O.I%
SHOWER 51'4 EXISTING MASONRY CHIMNEY EXISTING FRONT GONG. PORCH 74.2 S.F. 0.3%
N 1 EXISTING SHED 101., S.F. 0.4% 2250 BEEBE DRIVE
N EXISTING OUTDOOR SHOWER 35.8 S.F. 0.1% A CUTCHOGUE, NY, 11935
EXISTING I—STORY WD. FR.
�p I DWELLING w/ BASEMENT EXISTING REAR CONCRETE STAIR 154.0 S.F. 0.6% COMPLY WITH AM COM �-
F.F. EL.=5.31' (NAVD88) PROPOSED WOOD DECK 4 STAIRS „3., S.F. 3.1% NEW YORK STATE&TOWN CODES
EXIST. GONG. 12.2'
STOOP a STEPS 231 TOTAL AREA OF ALL STRUCTURES 2843.1 S.F. 11.4% AS REQUIRED AND CONDMORS OC DRAWING TITLE:
(ON LAND LANDWARD OF WETLANDS) ti I� �.DTO'."ai:12,� PROJECT LOCATION &SCOPE
24.4' I MAXIMUM LOT COVERAGE ALLOWED: 20% 4 i pU Iu��ml :n ��
IMPERVIOUS SURFACES LE55 THAN 8" FROM GRADE SITE PLAN & ZONING DATA
I 0� _ "� ` ~'`• — -- — — EXIST. GONG.
PORCH EXISTING ASPHALT DRIVEWAY 111'73 S.F. 4.5% tlY�►�►
i TOTAL LOT COVERAGE INCLUDING 3x61.2 S.F. 15.1%
STRUCTURES <8 FROM GRADE ��
S PAGE:
Q I EXISTING ASPHALT
DRIVEWAY / ZONING REOULATIONS MAIN DWELLING
74
I % SOUTHOLD TOWN CODE 280-124 GmO%j ■
0
I -
Q —► EXIST. PROPOSED COMPLIES
DATE: 08/09/23 1 OF 3
— MIN. FRONT YARD 40.0' 37.6' 37.6'
p I 51"i°Oq'30'E
_ —— _ ANO
:1 (EXISTING)
100.00' MIN. SIDE YARD 15.0' 18.4' 18.4' YES
SITE LAYOUT NOTES: MIN. COMBINED ,
I. THI5 15 AN ARCHITECT'S SITE PLAN $ IS 35.0 42.8 42.8 YES
SUBJECT TO VERIFICATION BY A LICENSED SIDE YARDS
SURVEYOR. THE INFORMATION MIN. REAR YARD 50.0' 231.,' 220.4' YES
REPRESENTED ON THIS SITE PLAN 15 TO THE �� M. XX
0,
ARCHITECT'S BEST OF KNOWLEDGE. * EXISTING NON—CONFORMING SETBACK; NO PROPOSED WORK WITHIN FRONT YARD 0^r�j�
2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED JUNE 28, 2022
AND PREPARED BY:
L LD
L))
AERIAL LAND SURVEYING, D.P.G. N � �
53 PROBST DRIVE �T� 037405
SHIRLEY, NY 1116"1 OF NC-14
51 TE PLAN TELEPHONE: (555) '187-8313
SCALE: 1" = 20'-0"
NOTES $ SFEC I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I ONS
IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. 1�INSULATION
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
DO-
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. BFE BASE FLOOD ELEVATION INT. INTERIOR Q
8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR
GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) 0
GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT LLJ
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS w
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS J O
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIGE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM m
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED I _ Q a-+ C\j
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGFfANIGAL O LO
PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 0')
5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL p
3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM _
FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
AND AUTHORITIES HAVING JURISDICTION. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1188 +�
RULES SPECIFIED IN I.1 THROUGH I.B. UNTIL i TIER OF FRAMING 15 IN PLACE. � �- C9
b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i
Of
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY z
OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG NEW YORK CITY BUILDING GODE O O N O
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED d '� L!) d-
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POGGET5, UTILITIES, ETC. TO BE FILLED GOVT. CONTINUOUS O.G. ON CENTER T x U N
SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROGEEDIN6 WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE.
WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"x10" UNLF-55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O O 4-1
DBL. DOUBLE OCG. OGGUPANC O O (�
6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. 0 O m
9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE .-+ 4-'
6. NO DEVIATIONS OR GHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N cc
P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 � �
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I.,U.O.N. Q 0
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE
7. FORE THE OR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH -�
BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. 5EE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD
APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. (`'✓)
9. DO NOT SCALE DRAWIN05, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION l P.T. PRESSURE TREATED ^
`
11. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TA5LI5HIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHOR=D WITH CORROSION RESISTANT TIES -
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT.
DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT �Q'D REQUIRED
CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, Jl
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA
APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION To THE EXTERIOR. EXIST. EXISTING Ri RISER
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM
PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. U
A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER
R THE RESPOARCHINSIBLE
OR D NOT RETAINED FOR SUPERVISION OF THE {^IORK AND IS 14. PROVIDE 'X' OR055 BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY PVRK IS TO BE PERFORMED IN TEMPERATURES n
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY b'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENGINEER. NO FAR FLOOR AREA RATIO 5TL. STEEL (D
SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. F.A.V. FRESH AIR VENT S.V. SMART VENT
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY •
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL
WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED
� VI
RUBBISH, WASTE MATERIALS, TOOLS, ETC.., GLEAN OLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS
BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL MESION STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS EETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS
CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. -- - ---
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL r ,
17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS HK. THICK V
__ _
14. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINC75 ARE TO BE A
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES L�
AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN& 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION .W. TOP OF WALL
GENERALLY, SEPARATE DOUBLE JOIST THE THIOKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _
Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR 6YP5UM LATH, OR ASTM G79 CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FRGE� FLOOD RE515TANT CONSTRUCTION ELEVATION Tr TREAD
THE SUB CONTRACTOR
5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR OYPSUM SHEATHING BOARD.
COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME BTYP. TYPICAL n
AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" VJ
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-0" BELOW &RADE. FRPR. 1 FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 1 Q
ARCHITEOVENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -- -
AGAINST ALL CLAIMS, DAMA6E5,LOSSES AND EXPENSES, INGLUDINO ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHEKATE WHICH SHALL CONTAIN 2% COPPER Le8 STRUCTURAL PANELS:
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD _.
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH
ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND
WHOLE OR U PART BY ANY OR U USE
ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD
CONTRACTOR, ANY BY AN NEOLICR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE GORE HNGR HANGER 1 ZR ZONING RESOLUTION
BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL HOP_. HORIZONTAL
B. GEORGIA PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (11052) PERFORMANCE VOLUNTARY PRODUCT
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN55 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARD5 SECTION, THE 60VERNINO BUILDING CODE,
AUTHORIZATION OF THE ARGHITEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S Le8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20b.1 AND ANY
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LIP SAWN RAFTERS SHALL EVALUATION REPORT.
PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE
OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURA.. APPLICATIONS
20. CONTRACTOR TO REMOVE 3 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0203 STANDARD SPECIFICATION FOR
IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE WOE OF THE CELLULOSIC FIBER INSULATING BOARD.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES.
SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN
24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S.
22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I
THE STUD LEN6TH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS.
GOPYRIOHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION.
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL
25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7.
GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND N
CONSTRUCTION;55TD 10-99 AND 2018 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z
CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2,2. LAO SCREWS: LAC, 50REW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ 2
FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL 5Y5TEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). A5ME B182.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2
HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. Ov
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF TBG SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN W
BE USED IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. WOOD P05TINO TO BE BLOCKED SOLID To FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION,
TREATED WOOD 3 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
3. METAL PLATES,CONNECTOR-5, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 3 A MIN. 3/4" OF NON-SHRINK&ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CLIMATIC GEOGRAPHIC DESIGN CRITERIA TABLE R501.1
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALL5 d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL 00NNECTOR5 WHERE METAL PLATE OR STRAPPING SIZE AND
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" OAOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S BASIC WIND SPEED 130 MPH STRUCTURAL MEMBER ALLOWABLE PROJECT:
W
STANDARD 5HEARALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG TOM GALGAIVO
RAFTERS EXCEPT WHERE COLLAR TIES OF i"xb" OR 2"x4" LUMBER IS w/6" RISE 4 (2) 5/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 225• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD EXPOSURE CATEGORY B5/12
W
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RAFTERS HAVING SLOPES GREATER THEN FTE
L/180
RAFTER-5. SEISMIC MESION GATE60RY g W/ NO FINISHED CEILING ATTACHED TO RAFTERS DECK ADDITION
2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES
MECHANICAL CONNECTIONS: SHALL MEET THE REQUIREMENTS OF THE 60VERNINO BUILDING CODE
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE WEATHERING SEVERE INTERIOR WALLS d PARTITIONS H/180
I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS.
T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 43" AND EVERY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.
Ib WITHIN 4 OF EXTERIOR CORNERS. FROST LINE DEPTH 3'-O" FLOORS 8 PLASTERED CEILINGS L/360
2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2'2'7' SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1
WOODSGREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 2250 BEEBE DRIVE
5. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED BY "SIMPSON" MANUFACTURER.
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TERMITE MODERATE TO HEAVY
OF i" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES CUTCHOGUE, NY, 11935
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ICE BARRIER REQUIRED YE5 EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRE-TE/MA50NRY LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE:
AND AT SPACING NOT EXCEEDING 4' ON CENTER. JJ�� I `� I^I I^I p� HEADER
4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED NJ` l 11� I NS/S I I NS Y `4I N�®Y `4/1�®® EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES
CODES AND REFERENCE STANDARD: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER STRUCTURAL DESIGN CHARTS
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED.
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTATION:
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER A - NUMBER OF Sd NAILS® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189);WHEN STRAPPING STfi�UGTURAL DESIGN LOADS
STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED
REQUIRES OVER 14 NAILS,USE SIMPSON 0516 STRAPPING (OR EQUAL).
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 7. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY a ' B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3235,P. 291)
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME ARCHITECT _ G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 323C,P. 292;
CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER A550CIATION ALTERNATE AS PER TABLE 3.23D,P. 293) USE LIVE LOAD DEAD LOAD PAGE:
(AFBPA) AMERICAN WOOD COUNCIL (AWG). 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51DE
HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED (2015 WFGM,TABLE 3.7,P. 189) EXTERIOR BALCONIES 40 psf 15 psf
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. G E -NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 28b) AV0 0 0 0 0
PLUMBING CODE. F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) a EA.SIDE DECKS40 psf 15 psf
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE B (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 19U P P
MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. E
PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC FASTEN I NO SCHEDULE B DATE08/09/23
GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ATTICS W :WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf2 OF 3
CONSTRUCTION CODE. (IN AGCORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION)
A ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf
NOTATION
SITE WORK
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
2. VERIFY ALL GIVEN DATA ON DAWINGS. IF THERE 15 A DISCREPANCY, OPNG
SLEEPING Root
S 30 psf 15 psf
RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROCEEDING. GM p
STAIRS 40 psf 15 psf .( NT. p fia`
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. pC� U,h
STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 4'-o" 6 I 2 2 2 2
SITE. STOCKPILE ALL EXCAVATED MATERIALS. GUARDRAILS AND HANDRAILS 200 psf 15 psf
PROVIDE (2) 2"x10" HDR (MIN) U.O.N. CT 1 3 5 3 3 Z �I' "1F_�"t Q
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE `��. i
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE (B) - REQUIRES SILL PLATES OF 2"xb" (MIN)
ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC ,
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
V_O.. I2 2 3 4 4 4 P 15 psf FOR CATH. �.�_'� ? �
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. y
to-0 14 2 4 5 5 5 11 AA7 037405 �0
*ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH OF N�\14
12'-0" 16 2 5 6 6 6 ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUGTURE5)
0 E N E AL= 5'*"r E30L ISE***r :
_ EX15TINO TO BE DEMOLISHED � NEW PARTIAL HEIGHT -#
---------�r� WOOD FRAME (L.O. 5TL. I a
EXI5TINO TO REMAIN WHEN APPLICABLE) - - - - I I'-2" ,
ei_
I �10 IB SHIFT LOCATION OF DECK SUPPORT
NEW FOUNDATION WALL AS REG.'D TO POUR ENTIRE PADWNEW WOOD FRAME (L.G. -= r --- �- - r FTG. WITHOUT DISTURBANCE TO co
__ =_
STI... WHEN APPLICABLE) � �� � � �-�- I EXIST. GONG. STAIR RETAINING Y�IALL; ('�
7],k-i � -2 L-J L-J L_J I- L�i J CONTACT ARCHITECT IF THI5 NEW DN0. C4 NEW 5.25"x4.25" T.J. SERVICE Q RE5ULT5 IN DROPPED BEAM (5) RI ® t?."/5 Q ;� N
NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL _ 0- LEVEL 2 WOLM. PSL DROPPED BM. I CANTILEVERING GREATER THAN 4" (4) Tr ® 14" I� E U)
P05T FOR 4" WALLS _ dJ x � b7
WOOD FRAME (L a 5TL. eta x_w x -w Q l PAST IN7IGATED POST. �
WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL �I� ®� IB IB ®-1 rolls -� O
POST FOR 6" WALLS), U.O.N. Q w_j z X
tu
NEW 2-HR FIRE RATED I� z �� z Q� O 5 +'
PROP. WOOD DECK i
^';`...;':':'`"; WOOD FRAME (L.O. STL. _ �,_D„ �,_D„ ��, �,_D„ b'_8" - p z O
p r r p 710 S.F. O _ N
WHEN APPLICABLE) p L I --- I--- --- --- ' B- .� m J�
N L_J L-J L-J L-J N T c U
IA 62 NEW (2) 2"x12" P.T. DROPPED BM. H %jam IA REPLACE EXIST. WINDOWS w/ C G X N
FLOOR PLAN NOTES I� a 4 . 4 ANDERSEN 60"x'10" GLA55 p 4-J
O OQ OQ �"l DN FRENCH OUTSWING DOORS;FINISH p 0 -
O II? `� SDN 3 dJx pN �) (4) RI ® t-I.6 TO MATCH EXISTING WINDOWS4-JO m
I�Q N®� cr ®� Q�' GOi�. (3) Tr ® 14" _ GONG. N (B
FOUND POSTS FOR WD. DECK: 2 rn o O O STAR STAIR O
IA I I �z cm
X ?z - Q
4"x4" P.T. POST UPON 12"0 P. CONC. PIER UPON IS"x18"xl2" II4 t" Q tu Q p
DEEP P. GONG. PAD FTG. AS PER DETAIL 2/A-101. A I1O1 I z Q` CHIMNEY z Q� '� 4 EXIST.
CHIMNEY
IB FOUND 4 POSTS FOR WD. DECK:
4"x4" P.T. POST UPON 12"41 P. GONG. PIER UPON 24"x24"x12" V.I.F. EXIST. (2) 2"x8" NEW
DEEP P. GONG. PAD FTG. AS PER DETAIL 3/A-101. EXISTING LEX15TINO (3) 2"xl0" W
OUTDOOR HDR(MIN. SIZE) OR A HDR W
IG FOUND 4 P05T5 FOR WD. DECK: SHOWER PROVIDE NEW
4"xb" P.T. P05TUPON 12"4) P. GONG. PIER UPON 30"x30"x18" K z
DEEP P. GONG. PAD FTG. AS PER DETAIL 4/A-101.
FOR WOOD STAIRS ® GRADE: �� 4"
O2EXIST. BASEMENT
4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON
6" GRAVEL UNDER 2"x12" P.T. STAIR 5MNOER5 ® EXISTING DINING EXISTING LIVING ROOM
MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) U
TYPICAL LEDGER BOARD ® EXT. DECK: G)
O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOI5T5 �/
2. SECURED w/(2) 5/8" 41 x 5" LONG H.D. GAL. LAG BOLTS W
® I6" O.G.
3. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMP5ON' (OR
EQUAL
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4
BENT OVER TOP EDGE OF LEDGER BD.
5. SEE AL50 DETAIL 5/A-101. U
DOOR NOTE: FROFOSMD FOUNDAT I ON PLAN FROPOSE17) FIRST FLOOR PLAN IL
O I. INSTALL NEW FRENCH DOORS ON PROPOSED FIRST
FLOOR PLAN INDICATED ON FLOOR PLAN I/
SCALE: 8" = 1'-O" SCALE: I/8" = I'-O" Q
2.PLACE DOORS 4" MIN. FROM PERPENDICULAR •
KAU 5,U.O.N. nl
3.INSTALL AS PER MANU SPEG.'s W
4.PROVIDE (2) 2"x10" HDR.,U.O.N.
5.SEE NAILING/STRAPPING CHART ON PAGE 0-002
FOR ALL OTHER FRAMING ELEMENTS AROUND 5/4"xb" P.T.
DOOR5(TYP. FOR ALL) U.O.N.
DECK BOARDS P.T. DECK JOISTS AS
STAIR 4 RAILING NOTE: NOTED ON PLANS
(� I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10"
Tr - R15ER5 SHALL BE CLOSED 5/4" x REQ'D
2. GREATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL HEIGHT P.T. RISER °
NOT EXCEED THE SMALLEST BY MORE THAN J".
3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6-5".
5/4"xb" P.T.
4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: - - - - - -- - - - - --
4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. DECK BOARDS
4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. 2"x BLOCKING ® EA.
4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'7" MIN. I STRINGER TO MATCH SIZEOF P.T. DECK JOISTS
5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN - --- - - --
ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOU2 ---- - -•
- XiST. OUTDOOR
OR MORE RISERS, AND WHERE SHOWN ON PLANS.
FASTEN STRINGER TO SHOWER
6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED BLOCKING (MIN. 6 -
n
N0511i a - ■ ■ A rr '■ ==::!::m
-
WALKING SURFACES LOCATED MORE THAN 30" ABOVE FASTENERS)
FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. u
-T. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO
frYQJ
ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH 4:r '
2'x12" P.T. STRINGERS ® I6" _ �
HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 4" T'HK. x 5" WIDE x WIDTH - D.G. (MIN. 3 STRINGERS ® -
PASSAGE OF A 4" 0 SPHERE. OF STAIR P. GONG. PAD
EA. STAIRWAY) y iv
8. GRIPPABLE RAIL A5 PER GORE.
4. RAILING TO BE WOOD. ----_--_-
2"xb" P.T. BLOCK IN BETWEEN NOTE: ! ---------;,----------
EA. STRINGER. FASTENED TO ALL DECKING SHALL BE FASTENED
SOIL BEARING CAPACITY NOTE:
STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL P. GONG. PAD w/ 14/64" x m Q - m
w/COATED DECKING 5CREk45 BY
BEARING CAPACITY OF I.OTON/S.F. 3-I/2" CONCRETE SCREWS BY f "DECK MATE" (OR EQUAL)
GALIBURN (OR EQUAL) - MIN.
BEARING CAPACITY OF 501L MUST BE VERIFIED BY A (3) 50REW5 PER BLOCKO . -
�� MINPROPOSED 5ELOkq DECK
GEOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING
EXISTING 501L TYPES ON SITE AND THEIR ASSOCIATED GRADE GRADE STORAGE/OIL FILL ACCESS
PRESUMPTIVE LOAD-BEARING VALUES.
-8"- FROFCSEI7 REAR EL E\/TION
EXTERIOR MOOD STAIR DETAIL. SCALE: I/8" = I'-O" z
z
?�-101.00 SCALE: 5/4"
0
U
fY
di
Q2W
ILz
Q t-9 '�Q H W
u PROJECT:
ui ��ww � �`n�
°0
- ul '
w p u! N O
TOM
GALGANO
- MAX. 4" BETWEEN EDGES
- n Q DEC ( ADDITION
-I/2SQUARE BALUSTER
MAX. 4" BETWEEN EDGES MAX. 4" BETWEEN EDGES (STYLE To SELECT)
pO " SQUARE BALUSTER Qm OF 1-1/2" 5QARE BALUSTER
(STYLE TO SELECT) (STYLE TO SELECT)
5IMP50N H2.5A RAFTER
TIE (OR EQUAL) NEW D-140SIMP50N GALV. B40
SIMP50N H2.5A RAFTER 5IMP50N H2.5A RAFTER POST BASE (OR EQUAL) 2250 BEEBE DRIVE
TIE (OR EQUAL) NEW SIMPSON GALV. 5040 TIE (OR EQUAL) NEW SIMPSON GALV. EY-40 5/4"xb" P.T. DECK
POST BASE (OR EQUAL POST BASE (OR EQUAL) BOARDS
5/4"xb" P.T. DECK 5/4"x6" P.T. DE CUTCHOGUE, NY, 11935
BOARDS BOARDS
L_
y _-
PROP. WOLM. BM. AS DRAWING TITLE:
PROP. P.T. BM. AS PROP. P.T./WOLM. BM. NOTED ON PLANS PROPOSED FOUNDATION PLAN
NOTED ON PLANS AS NOTED ON PLANS
P.T. D.J. AS PROPOSED FLOOR PLAN
PER PLAN NEW SIMPSON GALV. AG6
P.T. D.J. AS NEW SIMPSON GALV. AG4 P.T. D.J. ASNEA
I
PROPOSED REAR ELEVATION
PER PLAN
P05T GAP (OR EQUAL PER PLAN I OR AG6 PO T GAP (OR 4 POST GAP (OR EQUAL) DESIGN D ETA I LS
EQUAL),AS REO.'D BY
PROP. BEAM. WIDTH EXTERIOR SHEATHING AS
PER SECTION NOTES
SIDING MATERIAL A5 PAGE:
lPER SECTION NOTES
r
NEW 51MP50N 6ALV. BUILDING PAPER 4 HOUSE WRAP
NEW SIMPSON 6ALV. NEW SIMPSON 6ALV. ABU4bZ POST BASE I TO FULLY OVERLAP FLA5HING A-IOLOO
ABU44Z P05T BASE ABU44Z P05T BASE (OR EQUAL) cV 4"xb" P.T. P05T EXIST. STUD WALL
(OR EQUAL) _ (OR EQUAL "Z' FLASHING
'ry 4"x4" P.T. POST (V 4"x4" P.T. POST IF GRADE I 5/4"xb" P.T. DECKING
II GAP FOR N.O.N. ON PLAN/ DATE: 08 09 2
GRADE GRADE 12"� 'SONOTIJBE' FILLED • , j1 SEGTION/DETAILS)
11 11 SOLID w/ P. GONG. 11 DRAINAGE 3 3 OF 3
12"(P 'SONOTUBE' FILLED jl 12"4) 'SONOTUBE' FILLED 11 (MIN. 4,000 PSI) '1 n
SOLID w/P. GONG. U SOLID w/ P. GONG. U II 11. _
(MIN. 4,000 PSI) n z (MIN. 4,000 PSI) °•h 1p• z
'AIll.
_ y
'AI 11. �I II, 1 (2) #5 BENT
11 1 I I p REBAR -
1 NEW 30"x30"x18" DEEP
tt1 P. GONG. PAD FTG. I
(3) #5 HOR. REBAR NEW 24"x24"x12" (MIN. 4,000 P51) ° a I I „Z„ METAL DTT DECK TENSION ��--- Ai�
I DEEP P. GONG. PAD 1 I 11 II JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMPSON' (OR v C
o • ° FTG. (MIN. 4,000 PSI) a #5 BENT i1 •° 5/8" L x 5" LONG HEAVY DUTY GAL. FLASHING V.
I (2) #5 BENT •I I • ° (2) II.
I
I � REBAR 11 I I REBAR 9 11 II • LAG BOLTS ® ib' O.G. INTO MUD SILL 4 CJ ��'
IS"x18"x12" DEEP P. GONG. �� 11 ° a a FLASHING P.T. DECK J015T
J L # �=J^! LLv�• RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER �L/ , + �.
T�. NEW (4) 5 HOR.
w/(2) 5/8 O x 5" LONG APPROVED
PAD FTG. (MIN. 4,000 PSI) a ° J IL- -- - REBAR UPON (4) #5 ° . ' AS PER PLAN
-T- =� ---- -- -- MASONRY ANCHORS ® I6" O.G.
a NEW (3) #5 HOR. a HOR. REBAR(8 TOTAL) <_-
REBAR UPON (3) #5
EXIST. FOUNDATION WALL
�I
HOR. REBAR (6 TOTAL) ,�3" ",� �� ����,;
Yip r
9�� 03703740c)� O�
2 EXT. HOOD DEGK DETAIL,_ (1811 x 18n x 121i FTO.) � EXT. MOOD DEO< DETAIL. (2411 x2411 x 12n FTO.) �. EXT. 1 10017 DEOi< DETAIL. (50
11 x50n x 18n FTO.) � L EDOER OONNEOT I ON DETAIL_ OF NO�.
A-101
A-101.00 SCALE: 3/4" = I'-(- �-101.00 SCALE: 5/4" = I'-O" 50ALE: 5/4" = 1'-0" .00 SCALE: I" = 1'-0"