HomeMy WebLinkAbout1000-35.-5-27 OFFICE LOCATION: � s® �® MAILING ADDRESS:
Town Hall Annex �® �� P.O.Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.)
G � Telephone: 631765-1938
Southold, NY 11971 ® �® P
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: February 9, 2023
Re: LWRP Coastal Consistency Review for of LAWRENCE & IRENE SCAVELLI
SCTM# 1000-35-5-27
McCarthy Management, Inc. on behalf of LAWRENCE & IRENE SCAVELLI requests a Wetland Permit for the
existing 2,250sq.ft. dwelling with attached garage; construct a second-story cantilevered addition onto
dwelling; construct a 30sq.ft. covered un-enclosed front porch with foundation; install two (2) new footings
below an existing 353sq.ft. seaward side deck and re-deck with new synthetic decking; construct a 350sq.ft.
first floor deck roof over existing seaward side deck; construct a 40sq.ft. second story balcony; removal of a
201 sq.ft. seaward side deck and install steps from sunroom to grade; abandon existing septic system and
install a new S.C.H.D. approved I/A Nitrogen Reducing Septic System landward of dwelling. Located: 1010
Maple Lane, Greenport. SCTM# 1000-35-5-27
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based
upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as
well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP
Policies and with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written
determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
tet,
R.
Town of Southold
co ASSESSMENT FO REIN' ®
LWRP CONSISTENCY ASSE ME
_- __.. _ --- FEB 0 7 2023
A. INSTRUCTIONS
Southold Town
1.. All applicants for permits* including Town of Southold agencies,
I n i B and for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should,review the exempt
minor action list, policies and explanations of each policy contained in the Town'of Southold,Local
Waterfront Revitalization Program. A praposed:,acton """
w ill.die_-evaluaYecl:.M -to_its sig i fi'caiat
lienefic"ial:grid, td Tows
31, If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. :_Tliits;_each.atisRrer`m'V—s"t,eicpIavdeil:in`.detail;,Lstin ,both:suaiiortin�ari an=.
;s m6iiime';facts.. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,Y€slialt:`riotbe'undeiEaken. '
t
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all ,
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# , 35 5 27
PROJECT NAME_ Scavelli Alterations
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Ox
1. Category of Town of Southold agency action(check appropriate'respon e):
(a) Action undertaken directly by Town agency(e.g.capital
construction,planning activity,agency regulation,land transaction
(b) Financial assistance(e.g.grant,loan,subsidy)
(c) Permit, approval,license,certification: ❑:
Nature and extent of action:
New basement,first floor alterations&second floor dormer as per plans
r
Location of action' 1010 Maple Lane,Greenport,NY 11944
Site acreage
304 acres
Residential
Present land use:._:.1------ ----- -
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicari't:
McCarthy Management, Inc.
(b) Mailing address:. 46520 County Road 48,Southold,NY 11971 - -
s
631-765-5815
(c) Telephone number:Area Code( _.-J------:-_=- _ _ –. __--.-------_-_—_-__----_---- _-_-
(d) Application number,if
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes; X! No::Q If yes,which state or federal' geriey?_ NYS DEC
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST-POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LVVRP Section III–Policies; Page 2 for evaluation
criteria.
[Alyes No Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LNW Section III–Po 'cies Pages 3 through 6 for evaluation criteria
0 Yes � No Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
0', Yes ❑ No ❑ Not Applicable
Attach additional sheets if necessary =
s
NATURAL COAST POLICIES
Policy 4. Minimize loss of.life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies P ges 8 through 16 for evaluation criteria
Yes Q No Not Applicable
Attach additional sheets if necessary -
Policy 5. Protect and improve water quality and supply in the Town_ _ of Southold.See LMW Section III
—Pol' 'ies Pages 16 through 21 for evaluation criteria
_ - Yes`'❑ No ❑Not Applicable
71 _
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evalua ' n criteria.
F-1 0
l
Yes No Not Applicable
Attach additional sheets ifnecessary -- =-- - -
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 f r evaluation criteria.
❑ Yes No Not Applicable
Attach additional sheets if necessary -_----_`- -- _ -- -
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
sub tances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
Yes _ No
`E ❑ Not Applicable
❑
— - --
- CDAZ
M
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
Yel—I No[Not Applicable
Attacli additional sheets if necessary - -
r vy'
WORHING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locationsZNLoHcable WRP Section 111—Policies; Pages 47 through 56 for evaluation criteria.
Yes El No
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town wate . See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
Yes .❑ No Not Applicable
Attach additional sheets if necessary -
Policy 12. Protect agricultural lauds in the Town of Southold. See LWRP Section III-Policies; Pages
62 through 65f0
r ev uation criteria.
]Yes ,❑ No Not Applicable
Attach additional sheets if necessary
Polity 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Se on III—Policies; Pages 65 through 68 for evaluation criteria.
S7
Yes ❑ No ❑ Not Applicable
•,� \inn ice - _ - - - V-
M _.
PREPARED SY-.-----_.._-. TITLE to DATE
McCarthy Management Inc
46520 Route 48
Southold, NY 11971
In Re: Scavelli
1010 Maple Lane
Greenport, NY 11944
January 5, 2023
Project Description
To build a second story addition on an existing story single family dwelling, with a 2250 sq ft
foot print, including a 30 sq ft covered un enclosed front porch. Install 2 new footings below
and existing permitted rear deck to carry a first floor porch roof and second story balcony.
Removal of a 201 sq ft deck, installation of steps from sunroom, abandonment of existing
septic system and installation of new IA Nitrogen Reducing septic system landward of existing
system. located beyond 100 feet from wetland line,
Thank You,
Thomas J. McCarthy
President
DWELLING
USES PUBLIC WATER SURVEY OF
LOT 60
7.39 MAP OF
/$ CLEAVES POINT, SECTION 3
>> �9�<O LOT ss cy� OURB o.25 �� FILE No. 4650 FILED JUNE 14, 1966
OOF E�R°REQS 'All ELGNM BL0 8.68 �5� wv a � SITUATE
N �G�� uNE wp0o rE°j g•52 °��PWP �9 �O � VACANT EAST MARION
VIA �OFs °00EXISTING
F°
F f �YJ Qr� R p y\O WATER SERVIC c'�n 9.69
X o {� EC EIVE TOWN OF SOUTHOLD
� 7.93 EN oo :: ......:. ti
6 ,\ 0 293::::11.02: \•\ TANK 95 9� UFFOLK COUNTY, NEW YORK
1 ::. w- .-,,/ ' �^ti„ S.C. TAX No. 1000-35-05-27
WOOD LANDING ..:;•. \E� '` :: ;'r:::...........N 9. �P . % X ���/1� sJlil�l y 6 2OuZ3 ff f
1.4'N �< .pG s.9X E\��op0 �V o`PR�PS( Rtt'•':?";:t, �. 12 SCALE 1 =30
°°Ori ::•r..''`;;; / 06GKX pQ .............................: PPS � � j
/J p�� >•.�s..-.::::::::;..<p / o `' -ss::::ajOR�:o�s�ss>sss;. °o ...:.:;:•:;: _ �-{-- s.�—__ JANUARY 20, 2020
`/ O ::-:•. P A \ .........�1.. N..:::.............:: ......:�:.... 4�::;n in;7;i:• � `
4` :.F�PME��:;:;:;t•;:;:;:;;;;:;;:;aiia;;i::Z::\:'it:ii: ; / ti Burr;as e:s_yes E C E M B E R 10, 20 21 ADD ELEVATIONS,
BOAT OWER w SEPS o l":;:? iiN ': ?"pRRo Q &off/ O FLOOD Z 0 N E S SETBACKS
�o ':. STATIO v .. ':•:::.....:.....::.. / CURB
0111 :•::•:::::�::::::::::::• / M BLO
T s0LGIU •Q
E
;..
::::"o':;::::>. .....:. . : .:;;:;<;- J U RY 8 2 0 22 ADD CONTOUR S
��� G '• \ ?:�....;;;;;;;;':::25.;;:>%; CUR GRpWL O� JUNE 2 9 2022 STAKE PROPERTY LINES/
9.09 �� �':rt:t.:::. t;: B D 1.0 N,2.0E 12.53 12.87 f /
::....
� \•,�'�p',':> +`:.. X J4,� S\.�''(E � 6BEL�NM 1L.Q4 �..
::::: VER CE
O� �9 9 //W000 EK s e s �N woo0 CURB 0.3N LOCATE TEST HOLE
JULY 12, 2022 ADD PROPOSED
�..
OF EVERGREENS
�i:.'•c ::. 8.75 X UNE
HIGH WATER ALONG
WOOD BULKHEAD 5.87 ' 1 , �\ EXISTING LOT COVERAGE AREA = 13,246.25 sq. ft.
O 170.43 O HOUSE — 2,264.5 SF 0.304 ac.
O I LOT 59 •00
DECKS — 554.7 SF
Q G 99 \,NS 6' 4� 2,819.2/13,246.25 9=2
82° � 21.28
DWELLING
USES PUBLIC WATER �y NOTES:
TEST HOLE DATA �� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
SH
EXISTING ELEVATIONS ARE SHOWN THUS: X•QM
(TEST HOLE DUG BY SHAWN M. BARRON, M.S. ON JUNE 21, 2022 2. FLOOD ZONE INFORMATION TAKEN FROM:
ELEV.=11.04 0. 0 FLOOD INSURANCE RATE MAP No. 36103CO176 H
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
ELEVATION = 6
NOTE: LOCATIONS AND EXISTENCE OF ANY
SANDY LOAM WITH GRAVEL (SM) ZONE X: AREA OF MINIMAL FLOOD HAZARD SUBSURFACE UTILITIES AND/OR STRUCTURES
Y' NOT READILY VISIBLE, ARE NOT CERTIFIED.
THIS SURVEY N ANY OT ER ANY PERTINENT
FAC
5.3• \�Y�\ METES AND BOUNDS SURVEYING yOF W141CHCARTRLE SEARCH MGH�PDIISSCLOSE FACTS
53 PROBST DRIVE UNAUTHORIZED ALTERATION OR ADDITION TO A
SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S
A STAKE SET SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134•SECTION
7209.SUBDIVISION 2.OF THE NEW YORK STATE
?: MIXED WITH GRAVEL SP PHONE (516) 972-5812 EDUCATION LAW'
SAND ( ) NAIL SET surveydude@optonline.net "Copies from the original of this survey map
not marked with an original of the land
TEST HOLE surveyors inked seal or his embossed seal
27 05 35 1000 shall not be considered a valid true copy."
.
LOTS. BLOCK. SECTION DISTRICT. ay
' 'Certification indicated hereon signify that
ELEV.=0.04 ?: ?a: CONC. MON FOUND MAP OF: CLEAVES POINT, SECTION 3 this survey was prepared in accordance with
........... ........
11.0'WATER ENCOUNTERED the existing Code of Practice for Land Surveys
e adopted by the New York State Association of
el--t
Professional Land Surveyors. Said
� UTILITY POLE SITUATED AT: EAST MARION certifications shall run only to the person
TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his
WATER IN MIXED SAND behalf to the title company, governmental
WITH GRAVEL (SP) WV WATER VALVE agency and lending institution.
A LAWRENCE IGNAZIO SCAVELLI Certifications are not transferable to
`a + WATER METER IRENE VAGNINI SCAVELLI additional institutions or subsequent owners.'
' p CERTIFIED FIRST AMERICAN TITLE INSURANCE COMPANY
. 13' I TO ABSTRACTS INCORPORATED JOB NO.: 20-114E
�� LAMP POST DATE: JULY 12, 2022
PROJECT TITLE: THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE
THE SCAVELLI RESIDENCE 2020 NEW YORK STATE RESIDENTIAL CODE CL: ^
EFFECTIVE AS OF MAY 12TH, 2020 r
PROJECT ADDRESS: NORTH a
ALTERATIONS TO: Z �=
1010 MAPLE LANE-GREENPORT NY 2 2 s
DWELLING 'o `"
NEW FIRST FLOOR ALTERATIONS W/NEW usEs PUBLIC WATER r €e�
ei-IGABY TCH I LI NG U I RIAN, R.A. ARCH ITECT P.C. r-
91
3
18 MITCHELL ROAD-WESTHAMPTON BEACH - NY 11978 SECOND FLOOR DORMER AS PER PLANS C
Office- 516 297-6917 NOTE` 6 60• 2mEXISTING NINE SUPPORTING CONCRETE PIERS $ ti
www.NYarchitectGT.com NYarchitectGT@Gmail.com TO REMAIN UNHARMED BENEATH EXISTING v'
DECK-TWO NEW FOOTINGS SHALL BE LOT sY wv O, V
INSTALLED ,5 Ey P `11�` o �u2. VACANT
_
OOOf� VpO 94 7T ( �
jC�f- TING
DDSTINGWDODDEQ �E'ipo��V�D a VATER RVI ��t �OCi^ 9.fi9O+ V z
LOT COVERAGE INFORMATION, TAKK 0. x° F z I
EXISTING PROPOSED TOTAL a Lo Z9a ..o lam yam/ W O
WOOD LANDINGN x ` Z
DWELLING 2,250.62 - 2,250.62 `''" :; :`� '"� IXISTINGISNRY� �~ +� PROPOSED DAN N W
�y `Ay:.:. S 8 X93 WM E 112.81 PP SYSTEM W CA
3A' 0 x
FRAME DWELLING SCDHSAPPROV z ID
DECKS 554.7 S.F. 353.7 S.F. 353.7 S.F. ti C :`'.?%ii:., AZ9 HousEk1010 2 z� � GC z (9
4
%
TOTAL 2,805.32 S.F. - 2,604.32 S.F. �j� �,�u'oe L 60_ .. BOAT�,ER 5SEP5 9 ^� � UR p B�GIUN Dl0 CUT y O� J Q z
EXISTING "!� •� r'v,, .` :>.. $°° ` w GRA�F� u O. W Lu g
% ALLOWABLE PERMITTED PROPOSED 7T :. 19.09 SyytE �� CURB DRN Y �zsT ,z.e� x
03 '� 'gi:..%_:. 9 2 SF .Lr�=� DELA FQLCE F tA'N2A�E Ll1RD Q Q d
LOT AREA 13,246.25 20% 2,649.25 2,604.32 S.F. 2,604.32 S.F. °'c :f':. y �9 `B� wRB r,, �V
BUILDABLE AREA 12,460.35 20% 2,492.07 `��HIGH WATER ANG W o
O BULKHEAD 3.87 .:,: SO 17 0.43 I VAA O F—
CD
10 IOBERMVED O LOT S9 BOO+
NOTE 1-EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENT `� .16'40" W
DEFINITION OF"BUILDABLE AREA"AND WERE WITH-IN ALLOWABLE LOT COVERAGE S SZ
NOTE 2-PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING DWELLING m N
USES PUBLIC WATER c N
PERMITTED FIRST FLOOR �'
AREA = 13,246.25 sq. ff. �O S" _
NOTE 3-NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. acc
NOTES. F �C, a }
275-YA11 1. ELEVATIONS ARE REFERENCED TO N A.V.D. 1988 DATUM '-_'_ I V E �O cc= } LU
F
EXISTING ELEVATIONS ARE SHOWN THUS: x W� oD f. Q
2. FLOOD ZONE INFORMATION TAKEN FROM: ILS• U p LU
LEGEND OF MATERIALS
FLOOD INSURANCE RATE MAP No. 3610DETERM H JAN m 6 ��L� DRYWELLCALCULATION: o
ZONE At: BASE FLOOD ELEVATIONS DETERMINED 1)BASED ON:2INCH RAINFALL
ELEVATION = 6 (STORM WATER CALCULATION)
ZONE X: AREA OF MINIMAL FLOOD HAZARD —_ _ __ (2265)(2u12(1.00)-3375 CUTT.VOLUME REQUIRED.
TOTAL REQUIRED:3375 CU.FT. Ca
EXISTING(2)6X'DRYWELLS-IM5 CU.FT.
_____-EXL5ING IR7a(,o BE 16:MDYFD -E]OSINC WORK TO REMAN PLOT PLAN BOdITi Of T^�S"^fig _,s__- PROPOSED(2)55 'DRYWELLS=264.12 QI.FT. V
r TOTAL EKISTING/PROPOSED=36&62,3375 THEREFORE O.K. Z
T� -KEW FOUNDATION—A-PSI E SCALE:1'-70' Q
-EXISIMG 20 FRAME STUDS TO BE REPAIRED.SWERED >y�
AND OR REPLACED ONCE EXPOSED.REPLACE INSULATION
AND'y W.BOARD AS REQUIRED TO MAID:READY g -
NEW 2X4 0.STUDS 16'O.G 1LBGYP.ON ZONING INFORMATION =i s , °
N W 2X4 .S UDSIS-INSULATION BIT.elntD. ® -NYS APPROVED SN01�AND CARBON DETECTOR LOTS: 2T BLOCK: 05 SECTION: 35 DISTRICT: 1000 ZONE: R40 z
1/2'COX SKEATHNG•15 PWND WILDING PAPER d
EXTERIOR SIDING TO MATCH EMLSTNG:PAINT. F APPLICABLE SECTION 280.124(NONCONFORMING LOTS) #
2 -NEW FIRE RATED PARTITION 'A'LOT:IRREGULAR:13,246.25 S.F.(.30 ACRES)
20 PRESSURE TREATED PARTITIONS 280-124 B LOT LESS THAN 20
-NEW 2.4 WD.STUDS 16'Dc Ig GYP.ON WITH(2)LAYERS%'TYPE'X'GYP.BD.EA SIDE ( 1 ,000 S.F. 0
INTERIOR BOTH SIDES SOUND W/ACOUSRCIIL INSULATION COUNG TO RECEIVE(2)LAYERS%-GYP.BD. PERMFrMD LOT COVERAGE:REFER TO CHART THIS SHEET
oaAwao N1LLEt
REQUIRED FRONT YARD:35.0',EXISTING 35.4',NOTE:GARAGE ROOF SOFFIT OF 34.4'PERMITTED TO OBSTRUCT FRONT YARD.O.K.
NEW MOISTURE REPELLENT PARTITIONSONS
3 Pi REQUIRED SIDE YARDS:10.0'&15.0'25-V AGGREGATE,PROPOSED 12.2'&15.0' 27.2'AGGREGATE O.K.WW
-
NEW 2.4 VAL SUIS 16.O.C.I/2'GYP.ON 2x4 PRESSURE TREATED BOT.PLATE WITH REQUIRED REAR YARD:35.0'REQUIRED.54.0'EXISTING O.K.
1147MOR BOTH SIDES PT.BOTTOM PLATES (1)LAYERS h-PAPERLESS WATER REPEt1ENT BUILDING HEIGHT:EXISTING 17.0',PROPOSED FROM FRONT AVERAGE GRADE:MAX.HELD 34.0'T.O.RIDGE
NOTE FIRE RATING AS PER PLANS GYP.BOARD INTERIOR
49'-2'
C.l
9'-B' 17'-3' 20'-7' a E
CU iz
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a KRCHEN BEDROOM G.C.TD VERIFY LOCATION OFALLBELOWGROUND UTIUTYUNES PROM THE DEMOLITION OFAN 9=D RADE
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IND 3 3•{•--uVI-.a�I-.-rNrBI
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49'-3' PMTDREMAIn
xo,a® EXTERIOR LUMBER NOTE: Li
r°c°�E° s° 9'-5' 1 '-5• 20'-4- a E:
ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE NOTE: _ Two rLLw wmwaTO sE DISTADED
ALL FASTENERS FOR PRESSURETREATED WOOD ARE TO BE HOT SFEWUIMDDEIM4'7FIISSHFET n
\\\ DIPPED GALVANIZED OR STAINLESS STEELAS PER R319.3. ED REMAIN UNHARMED BENEATH EMMG i����-- --- ♦♦ s `~'� Qb
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TYP ROOF CONSTRUCTION: NMI-ROOFVENTILATION REQUIRED:
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ISEB SYNTHETIC PAPER CROSS VENMATION FOR EACH SEPARATE SPACE BYVENTIIATING OPENINGS PROTECTEDAGAINSTTHE ENTRANCE OF RAIN OR SNOW.VENTILATION
+ ��v OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/18'AND 1/4'MAXIMUM.OPENINGS IN ROOF FRAMING MEMBERSSHALL CONFORM TOTHE U
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SMOKE DETECTION NOTES: � 110,12-ICE BARRIERS:(TYPICAL FOR ALL EDGING)PROVIDE AN ICE BARRIER CONSISTING OFA Q --z s
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W COX PLYWOOD ROOF SHEATHING OPENINGS SHNIL HAVE AMU DIMENSION OF 1/16'AND I/4'MAXIMUM.OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE
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ECCC OF NYS COMPLIANCE CERTIF. STATEMENT
THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE 2020 ENERGY CONSERVATION d B
CONSTRUCTION CODE(PRESCRIPTIVE)REQUIREMENTS.WHEN A DESIGN PROFESSIONAL HAS STAMPED AND SIGNED THIS PAGE, t m
THEY ARE ATTESTING THAT TO THE BEST OF HIS ER KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,SUCH PLANS OR A INSULATION SHALL ACHIEVE RESNEr DEFINED GRADE I INSTALLATION A.N51RCH ATI RIGID ALR BAR ZONED SEPARATE
UNCONDffIONED PORCH ATTIC FROM CONDITIONED SPACE, Y a^i E
SPECIFICATIONS ARE IN COMPLIANCE OATH THIS CODE. 5.FIBROUS
INSULATION
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TO BES WITH INSULATED SHEATHING. RE L e1
B.FIBROUS INSULATION S NOT TO BE USED AS AN ALR BARRIER OR TO SUBtlOOR B.SEAL ALL SCAMS.EDGES.GAPS AND HOTS U
TAB E R40 ( IMA ON 4T PR CRIPTI VALUES SEAL ANY OPENING.WHERE FIBROUS INSULATION 15 USED R 15 TO Be P E DUGf IN THE ALR BARRIER WITH CAULK OP.FOAM. O Z
• U-FENESTRATION FACTOR=.32 INSTALLED TO ITS FULL mICKN65,WITHOUT ML5AUGNMEN75,GAPS AND
—WOOD FRAMING Q Q
• SKYLIGHT U-FENESTRATION FACTOR=.55 VOIDS,5TAPLED TIGHT U51NG THE MANUFACTIRERS TABS AND EXTENDED 2 U&m
• GLAZED FENESTRATION SHGC=.4 THE FU
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CEILING R VALUE=R-49 C.
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ECCC OF NYS AIR BARRIER 8c SEALING REQS AS ANALROINT5 TO RTOSEAL ANY OPENING.
E. AN AIR OINKS TO BE SEALED: B.CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT INTERIOR A.INSTALL A RIGID ALR BARRIER TO SEPARATE
I.WHERE STUD MELITIS EXTERIOR SHEATHING MORE THAN I-LARGER THAN THE DIAMETER OF THE PENETRATING OD
2.WHERE PIATES MEET STUDS(AND TOP PLATE JOINT) EXTERIOR FROM CONDITIONED SPACE. p
OBJECT TO ALLOW FOR PROPERaRSEALING.SEAL ALL GAPS AND HOLES C
TO UNCONDITIONED SPACE WITH CAULK OR FOAM.F15ROL15 INSULATION B.SEAL ALL SCAMS,EDGES.GAPS AND HOLES
GENERAL REQUIREMENTS A CONTINUOUS ALR BARRIER INSTALLED IN THE BUILDING aR`PERMEABLE INSULATION SHALL NOT BE USED AS A 3.WHERE SILL MEETS FOUNDATION WALL AND FLOOR FRAMING IN THE ALR BARRIER WITH CAULK OR FOAM.
ENVELOPE.THE EXTERIOR THERMAL ENVELOPE CONTAINS A EALING MATERIAL MEETS SILL 15 NOT TO BE USED TO SEAL ALR BARRIERS.ACR WITH RIGID ALR BARRIER t
C.SUPPORT INSULATION AT OVERHANG WITH
OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE 3
CONTINUOUS ALR BARRIER.BREAKS OR JOINTS IN The ALR 4.WHERE FLOOR FRAMING MEETS Wal FRAMING. STAVES OR NETTING.VAPOR CARRIER TO
BARRIER SHALL BE SEALED. 5.WH ERE SUBFLOOR MEETS FRAMING AT INTERIOR SPACE. FACE PROPERLY.AFTER INSTALLATION,
CONDITIONEDNNCONDMONED SPACE. O 0 ENCLOSE OPENING WITH RIGID ALR CARRIER 0
CBUNGfATTIC THE R BARRIER IN ANY DROPPED CEIUNGI.OFFIT WILL BE INSULATION IN ANY DROPPED CEIUNG/`.IOFFIT SHALL BE C.WHERE A RATED PARTITION 15 PENTRATED,APPROVED,RATED 3ca
ALIGNALED WITH THE INSULATION AND ANY GAPS IN THE ALR ALIGNED WITH THE ALR BARRIER COMPLIANCE NOTES— MATERIALS MIST BE USED.
BARRIER SHALL BE SEALED.ACCE55 OPENINGS,DROP DUCT, PIPING, & WIRING
DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED) AIR BARRIER—O VE R H A N G
ATTIC 5PACE5 SHALL Be 5EMM.
EXTERIOR WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS 4 HEADERS OF FRAME WALLS SEAL D ETA I L 1/2•-1'-0'
BE SEALED.THE JUNCTION OF THE RNS
E TOP ATE AND THE TOP SHALL BE INSULATED BY COMPLETELY FIRING THE CAVITY A.INSTAL INSULATION WITHOUT MISAUGNMENTS.
Of,
EXTERIOR WALLS SHALL BE SEALED.KNEEWALLS SHALL WITH R,3 QSULATIOWINCH MINIMUM EXTERIOR THERMAL I/2'-I'-Q COMPRESSIONS,GAL'S OR VOIDS IN ALL EXTERIOR
BE SEALED. INSULATION FOR FRAMED WALLS SHALL Be R GRADE I INSTALLATION.WALL INSULATION WALL CAVITIES BEHIND TUBS PREFABRICATED
INSTALLED
IN SUBSTANTIAL CONTACT AND CONTINUOUS SHALL FILL THE CAVITY COMPLETELY TOP TO IR 11 1 A SEE GRADE I INSULATION DETAIL THIS o
AROUND FIREPIgCE OR STAIR LANDINGS.
GNMENT WITH THE ALR BARRIER BOTTOM AND 5IDE TO SIDE WITHOUT SUBSTANTIAL C 5HFET.
GAPS OR VOIDS AUND OBSTRUCTIONS B.BACK WITH RIGID ALR BARRIER OR OTHER
WINDOWS,DOORS 4 THE SPACE BETWEEN WINDOW(DOORJAMBS AND FRAMING (BLOCKING.CTC)AND BE SPLIT.INSTALLED OR B.BACK WITH RIGID ALR BARRIER OR OTHER SUPPORTING MATERIAL TO PREVENT INSULATION w
SKYUGHT5 AND 5KYUGHTS TO BE SEALED. FITTED TIGHTLY AROUND WIRING AND OTHER SUPPORTING MATERIAL TO SEPARATE THE FROM SAGGING AND TO CREATE A CONTINUOUS
SERVICES WITHIN THE CAVITY. EXTERIOR FROM THE INTERIOR SPACE THERMAL BARRIER ( \ Z
RIM JOISTS RIM JOISTS SHALL INCLUDE THE BARRIER BAER M JOISTS SHALL BE INSULATED. G V
INSULATION SHALL BE DXX05ED ON ALL 6 51De5 C.INSTALL BACKER ROD ANWIt SEAL ALLR.BA.T, C.SEAL ALL SEAMS,EDGES,GAPS AND HOL15 IN 7
FLOORS(INCLUDING ABOVE THE ALR BARRIER SHALL BE IN5TALLED AT ANY DT05ED FRAMING CAVITY INSULATION SHALL BE INSTALLED DOP 4 BOTTOM,510E TO SIDE 4 FACE TO FACED_ ® SEAMS,EDGES,GAPS AND HOLES AROUND I1 THE AXR BARRIER WITH CAULK OR FOAM FRIORTO `
GARAGE AND CANTILEVERED EDGE OF INSULATION O MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE AND BE IN SU55TAKIAL CONTACT WITH THE THE WINDOW/DOOR AND IN The AIR BARRIER FINAL TUB,PREFABRICATED FIREPLACE OR STAIR
SHEATHING MATERIAL ON AT LEST ONE FACE WITH CAULK OR LOW EXPANSION FOAM
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FLOORS) OF 5UBflOM DECKING,OR FLOOR FRAMING CAVITY ONTERIOR
INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ONTERIOR OR EXTERIOR)OF THE CAVITY. PRIORTO FlNAL.INSULATION INSTALLATIONLANDING.ON NOTE-AIR BARRIER AT PREFABRICATED FIREPLACE Q d
E TOP 5IDE OF SHEATHING,OR CONTINUOUS INSULATION INCL BOXES.PIPES AND CABLES)' MUST BE 4'e TYPE 7C GWB SEALED WITH RATED _
NSTAILED ON THE UNDERSIDE OF FLOOR FRAMING AND 510E STAPLED TABS ARE PERMITTED WTR1 NO FOAM OR CAULK. Z
DS FROM TME BOTTOM TO THE TOP OP ALLPERIMETER BUCKLING AND PROVIDED THAT THE BATT BE DAUMBER OF JACK STUDS DETERMINED BY N O I.IJ
IOOR FRAMING MEMBERS COMFRE55ED AT THE STAPLED EDGES ONLY AND RAYS. LLI
ONLY TO THE DEPTH OF THE TAB. w Z
CRAWL SPACE WALLS EXPO5EDEARTHIN UNVENTED CRAWL SPACE SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E.WINDOW/DOOR TO RETAIN ENERGY STM Lei/.
COVERED WITH A LU55 I VAPOR RETARDER WTTH NSUTATION SHALL BE PERMANENTLY ATTACHED TO THE INSULATION DETAIL LABEL UNTIL FINAL CERTIFICATE 15 ISSUED.
OVERLAPPING JOINTS TAPED. WLSPACE WALLS. I/2'-1'-0' 1 WIND OW/DOOR D E_T. O
SHAFT PENETRATIONS DUCT SHAFTS.UTILITY PENETRATIONS.AND FLUE 5HAFT5 STAIR LANDING —J Lu
OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL 12' 1 �� Q Z
�hlBE SEALED. A JOINT BETWEEN TWOTOP PLATE. INTERIOR ALIGNED AIR BARRIER w w g
NARROW CAVITIS BATTS W NARROW CAVITIES SHALL BE CUT TO FIT OR CA5.STUD TO EXTERIOR SHEATHING CONNECTION 6 FRAMING,16'OC
ALL AROUND)PPoORTO INEFLOOR INSTALLATION. EXTERIOR 2,LVL HEADER DETAILS
LLJNARROW CAVITIES SMALL BEFILLED WITHE AVAILABLE
ON C.FLOOR FRAMING TO SUBFIDDR CONNECTION RIGID INSULATION(R-10)
INSTALLATION READILY CONFORMS TO THE AVAILABLE (ALL AROUND) J
VUY5PACC D.JOINT OF TWO SILL PLATES AND ALL ANCHOR 12'-I'-0'
GARAGE SEPARATIONS ALR SEALING SHALL 1!E PROVIDED BCTI4EEN THE GARA!,E
BOLTS PENETRATIONS. A INSTAL HEADER AS PER fRCHYS(2)LVL AND SEAL ACI.EDGES. Q
AND CONDITIONED SPACE. E.511170 FOUNDATION WALL CONNECTION 027(0 5EAM5 GAF5 AND HOLES WITH CAULK OR FOAM PRIOR TO FINAL EX,pIOR A.INSTALL CONTINUOUS INSULATION
SILL INSULATION.TERMITE 5HIELD.&XG`SILL INSULATION INSTALLATION- WITHOUT MISALIGNMENTS,GAPS,VOIDS
INSULATION;TERMITE SHIELD IS NOT TO COME OR COMPRESSIONS IN WNL
RECESSED LIGHTING RECESSED LIGHTING FIXTURES INSTALLED M THE BUILDING RECE55ED LIGHT MIXTURES INSTALLED IN THE BUILDING INTO CONTACT WITH FOUNDATION WALL). BINSTALL TWO LAYERS OF I'OWHSS CORNING FOAMUTAR 250 RIGID w Q
THERMAL ENVELOPE SHA;;BE SEALED TO THE DRYWELL. THERMAL ENVELOPE SHALL BE ALRTIGHB.T AND IL RATED. INSULATION(R-5 EACH)50 THAT EDGES ARE TIGHT AND COMPLETELY B.BACK WITH RIGID ALR BARRIER OR
PLUMBING 4 WIRING TT INSULATION SHALL BE CUT NEATLY TO FIT AROUND SEAL ALL SEEMS'EDGE'GAPS AND HOLES FILLOPENING. OTHER SUPPORTING MATERIAL TO PREVENT = Q
AROUND PERIMETER AND IN THE AIR BARRIER WRi1 INSULATION FROM SAGGING AND TO
WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION CAULK OR LOW EXPANSION FOAM PRIOR TO FINAL C.WHERE ATRIPLE HEADER 15 REQUIRED,INSTALL ONE,ITHICK LINER CREATE A CONTINUOUS THERMAL BARRIER
THAT INSTALLATION READILY CONFORMS TO AVAILABLE INSULATION INSTALLATION OT19WS 0.B,C.
D AND E. OF INSULATION(R-5).
PACE SHALL EXTEND BEHIND PIPING AND WIRING. INCLUDING BOXES,PIPED AND CABLES). C.INSTALL TOP 4 BOTTOM PLATE AT ALL
5HOWEIM5 ON EXTERIOR TME AIR BARRIER INSTALLED AT DO E IOR WALLS ADJACENT OR WALL5 ADJACENT TO SHOWERS AND TUBS SHALL HEADER DETAIL INTERIOR KNEBVALLS.
WALL TO SHOWERS AND TU55 SCALL SEPARATE THEM FROM TME BE INSULATED. SEALING DET. @ E X TE R.
SHOWER AND TUBS. 1/2-I'-0' C.SEAL ALL SFJ�MS,EDGES,GAP"AND
HOLES IN THE AIR BARRIER WITH CAULK OR
ELECTRICAL 4 PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL A,INSTALL I Xr FRAMING AND RUN IESUTATION T 2X4 FOAM.
EXTERIOR WALLS OR COMMUNICATION BOXES ORAIR-SEALED BOXES SHAH 6 FRAMING,I BOC
Be INSTALLED. UNCONDITIONED SPACE 4FRAMING,IBOC CONTINWUSIY BEHIND. D.DETAIL 5IMIWAR AT SKYLIGHT WELLS. m
DQtAUST FAN F.
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—
HVAC REGISTER BOOTS HVAC REGISTEf 80075 THAT PENETRATE BULDING O AND HOLES IN THE AIR BARRIER
THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFIDOR D SUBFIDOR a WITH CALM OR FORM PRIOR TO
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OR DRYWALL LIGHT FIXTURE MOOD FRAMING PI HAL INSULATION IN6TAUATION K N E E WA L L CONDITION o
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ATTIC CAVITIES AND IN CONTA�TWTTFI ALLSIDEa OF _ _ Q
PLATES TO INTERIOR CUIDDING
CONNECTIONS WITH FOAM OR CAULK TOme CAVITY. Y x Z x
B.CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT NOTE-VERIFY ADEQUATE FUM-BLOCKING. >
MORE THAN 1•LARGER THAN THE DIAMETER OF THE PENETRATING OBJECT STOP ALR LEAKS FROM ATTIC SPACE TO W> > W w
TO ALLOW FOR PROPER ALR SEALING.SEAL ALL GAPS AND HOLES TO CONDITIONED SPACE. 0.BACK WITH RIGID ALR BARRIER OR OTHER = =u�1 Cp
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CONDITIONED SEAL ALL SEAMS,EDGES,GAIT'S AND HOTS
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FOAM PRIORTO FINAL INSULATION IN THB ALR BARRIER WTM CAUL7.OR FOAM
NOME: C.LLGHT FD(fI1RF5 MUST BE LCAT LABELED. 4 INTERIOR INSTALLATION INCL BOXES,PIPES ANDPRIOR TO FINAL INSULATION INSTALLATION(EXE
All CABLES). BOXES.PIPES AND CABLES). m
�RA�NOTm`IXCUE03ACH LIGHT & FAN SEALS �- TOP PLATE/ATTIC DETAIL SOFFIT DETAIL
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HOT R COLD DOYESIIC WATER UNE A INSTALL INSULATION WffHOUT MISALIGNMENTS,
COMPRE55101,15,GAPS OR VOIDS IN ALL INTERIOR A INSTALL INSULATION WITHOUT ERERIOR INTERIOR Q
EXTERIOR WALL AND BAND JOIST CAVITIE5 AND IN MSAUGNMENT5,COMPRESSIONS,GAPS OR
CONTACT WITH ALL SIDES OF THE CAVITY. VOIDS IN ALL WALL AND BAND JOIST CAVITIES. Z f
PIPE INSULATION FOR DOMESTIC WATER LINE DETAIL FOR DOORS AND WINDOWS 71�"'ED51LL GFl SEAL
B.BACK WITH RIGID ALR BARRIER OR OTHER B.BACK WITH RIGID ALR BARRIER OR OTHER
SUPPORTING MATERIAL TO SEPARATE THE SUPPORTING MATERIAL TO SEPARATE THE FLASHING S
NTS NTS :q<.:;f.aX^�5 PLC sLAB Z
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EXTERIOR FROM THE INTERIOR SPACE. GARAGE FROM THE INTERIOR SPACE. GRAD I�`.L'+; GID INSULATION
TAPE SEAMS AT DISULATION DUCTSUI TUCSSNALLBSULATION DISLIL(VE)SUANUNIMUMOFPPLYAND N a OISTURE BARRIER C7 0? 0
R-B WIN. DUCTSWATII65HALLBE DBUMEDTOAMMBNM OFC.SEAL ALL SEAMS,EDGES,GAP"AND HOLES IN GARAGE C.SEAL ALL SEAM5,EDGES,GAPS AND HOLES RIGID INSULATION '� FACTO FILLuZJONR NO PIPE EXPOSURE R-B WHERE3 INCHES IN OWMETEPAND GREATMAND Rd THE ALR BARRIER WITH CAULK OR FOAM PRIOR TO IN THE AIR BARRIER WITH RATED CAULK ORWHERE LESS THAN 3 INCHES IN DIAMETER.sUpnYAND FINAL INSULATION INSTALLATION(EX.BOXES, FOAM PRIOR TO FINAL INSULATIONRETURN DULLS IN OTHER PORTIONS OF THE BUDDINGPIPES AND CABLES). INSTALLATION(EX.WIRING BOXES,PIPES ANDWALL BE INSULATED TOAMMWUM OF Rd WHERE3 CABLE PENETRATIONS).D.SUPPORT INSULATION WTIH STAVES OR�3 wagI��� D �� NETTING.VAPOR BARRIER TO FACE PROPERLY. D.SUPPORT INSULATION WITH STAVES OPNETTING.VAPOR BARRIER AG MU PROPERLY.POLYElHrifNE PIPE UbUTATbN YIN.R-3 RNO3325EAIDNG[MAHDAIORn•DUCTSuAIAHAROIERSC.INETAIN 7N OfTHI(•MINIMUM,INSULATION NOTE-AIRBARRIER AT GARAt,E MUSTBE4'eTO RETAIN 75%OP THICKNESS IN WALL BELOW. : TYPE 7C GWB SEALED WITH RATED FOAM OR
REIRIGQTANT LUTES AS PFR YANUFAU'NRER ANDFIlIEA BWOSSNALL BESEAIED.l01NM.CDOCASsi LAUIK. sV o [.I/2• )' .
SHLUDOAIPLYWITHTHENYS MEQHANICALCOOE,AM U >a,.=_.
PIPE INSULATION FOR REFRIGERANT LINE DUCT INSULATION DETAIL
TYPICAL EXTERIOR WALL AIR BARRIER—GARAGE
(WITH VENTED CRAWLSPACE OR a 7 CELLAR) 12'-I`- I/2'-I'-0'
NTS NTS JAN " 6 2023 ` A-1 0
aEtT�iu.�EEitidff
Board of Trduc/es
GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE
LWRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOT 1.ALL LUMBER TO BE DOUGLAS FIR LARCH NO.2 OR EQUAL,WITH A MINIMUM FIBER 1.A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALLWIND AND 1.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND O- E
TO BE SCALED. STRESS OF 900 PSI AND AMODULUS OF ELASTICITY OF 1,600,000,UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF,WALL,AND FLOOR SYSTEMS TO THE REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER ALL DRAWING HAVE BEEN PRODUCED,EVALUATED AND
NOTED. FOUNDATION.ALL RAFTERS,STUDS,AND FLOOR JOISTS TO AUGN AS HATE AND LOCAL CODES AND REQUIREMENTS. PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, J co
2.LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO 2 ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR TMEMRVATIOOST CONENT TRUCTIEW YORK STATE ENERGY m E
DRAWINGS.IT IS THE INTENTION OF THE DRAWINGSTO PROVIDE FOR A 2,ALL ENGINEERED STRUCTURAL WOOD MEMBERS,INCLUDING ENGINEERED FOUNDATION. CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED
V >
COMPLETE JOB IN ALL RESPECTS AND NO EI(TAliS WILL BE ALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR APPROVED EQUAL WITH STANDARDS REFERENCED THEREIN Z
MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL,AND INSTALLED AS PER MANUFACTURER'S SPECS. 2 ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS RR LARCH NO.2OR 3.ALL PLUMBING SUPPLY PIPING TO BEAMIN.OF 1/2'COPPER MAINS. Q G
EQUAL,WITH A MINIMUM FIBER STRESS OF 900 PSI,E=1,600,000,G=OAS. REFERENCED CODE PRINTING: Q cc u c-'~�4
3.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH 3.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS,OR FACE 4.ALL MAIN PLUMBING VENT AND WASTE LIN FSTO BE A MIN.4'IN DIA AND TO • 2020 RESIDENTIAL CODE OC =16 S a
THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL OF MASONRY FOR MASONRY WALLS,UNLESS OTHERWISE NOTED. 3.ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS S ca
BE CONNECTED TO AN APPROVED SANITARY SYSTEM.
EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED.ANY PER NYS RBC TO BE ACQ LUMBER{,FASTENERS FOR ACQ LUMBER TO BE HOT C U fi N
tF
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4.DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S),HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI A117.12009 m
S.ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE.
PRIOR TO COMMENCING WITH THE WORK. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR,CEILING,AND IN
-�
ROOF,UNLESS OTHERWISE NOTED. 4.FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ • ASHRAE 90.1-2013(JULY 2014 PRINTING) ? Q
6.IF A HOT WATER HEATER IS REQUIRED,MINIMUM SIZED TO BE 40 GALLONS CS rIt
o
4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE,INCLUDING ALL BLOCKING,SHEATHING,RIM MINIMUM,OR A TANKLESS WATER HEATER INSTALLED AS PER NYS CODE.
THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE S.PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEN NG BOARDS,BRACING,ETC • ASCE7-2010 _ 'S
DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.PROVIDED JOISTS,ROOF RAFTERS,HEADERS AND BEAMS 7.HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS
DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS S.ALL WOOD DECKING TO BE NAILED AND GLUED. RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. • ASCE 24-2014
OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO T-0'IN ANY 6,PROVIDE CONTINUOUS METAL TERM ITE SHIELDS AND ACQ TREATED WOOD
MEASUREMENT. PLATES ALONG PERIMETER WALLS,CONTRACTOR TO ENSURE MINIMUM OF 6- 6.ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TOBEAS 8.SIZES AND TYPES OF APPARATUS,EQUIPMENT,AND SYSTEM CONTROLS RIM • A17.1-2013 0
RESIDENTIAL GRADE AND WOOD SILL MANUFACTUREDBYTRUSJOISTMac AlUAN.ALL MEMBERS TO BE INSTALLED IN COMPLY WITH THE NYS RESIDENTAND NYS ENERGY CONSERVATION CODES CUT
S.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. • ACOA STH MANUAL J&S-J-2014
ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALL ARRANGE FOR 7.MINIMUM(2)2 X12 HEADERS OVER ALL OPENINGS,UNLESS OTHERWISE NOTED. - S-2011
ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7.NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE D-2014
CERTIFICATE, S.ALL STUD,JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND Alm
PERTHE NYS RESIDENTIAL BUILDING CODE.ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION.
6.THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT
COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS.ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED.
AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9.ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES
OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND BUILDING CODE S.USE ONLY MANUFACTURERNS'S RIM BOARDS AT ENDS OF SPAOF ENGINEERED
SECURITY ON THE JOB SITE.THE ARCHITECTAND HIS AGENTS ARE NOT JOISTS-SOUD SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE.
RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND 10.USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND _ W
INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS OR WINDOWS. 9.CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN 1.CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY r ' z
LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 1 SMCTACCORDANCEWTTHMANUFACTURER'SSPECIFlCAMONS.FAILURETO TAKE
MEASUREHITECTS ENYDIS REQUIRED CIES
THE DRAWINGS HE SHALL V
11.FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. z
7.ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS,CHIMNEYS,ROOF VENTILATORS,HIPS,RIDGES,VALLEYS,CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE.
NEWYORKSTATE.GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE,AND GABLE ENDS. 2.ALLSTRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, W
DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN'U'VALUE 10.CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL.PLUMBING,ETC.REQUIREMENTS.DLSCREPANCIFSAND/OR 0
OF.35.ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH AMIN'U' 12.ALL GYP.BID.WALLS AND CEILINGS TO BE TAPED,SPACKLE),3 COATS,AND TRUS JOIST Ma[MIUAN PRIOR TO START OF JOIST INSTALLATION.REFER TO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON d
VALUE OF AO. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. ,^ O Z
INDICATED ON THESE DRAWINGS.ALLWEB PENETRATIONS AS PER VLLI
B,CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 13.WATERPROOF GYP.1113.TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERSDETAILS.INSTALLALLBLOCKING,STIFFENERS,ETC,ASPER 3.ALL WORK SHALL BE GOVERNED BYTHE LOCAL BUILDING CODE(LATEST W W
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION),AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE (A 9=
COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS.THIS SHALL - ENERGY CODE COMPLIANCE 0 o
STANDARDS AND GOOD PRACTICE 14.BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 1L AS PER NEW YORK STATE BUILDING CODE,MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE L
FAN(50 CFM MINIMUM)CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEYARE MORE STRINGENTTHAN 1.ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON
9.CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING WATER, EXTERIOR INSPECTOR DURING COURSE OF CONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSETHEYARE NOT SPECIFICALLY J W
THE MOST CURRENT INTERNATIONAL RESIDENTUll.BUILDING
SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. J Q Z
CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW
HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15.ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE W cz g
SERVICES.IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL SERIES GLAZING. 4.PERFORM THE WORK OF ALL TRADES IN A COMPLETE,THOROUGH AND - W
REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WfiFl THE ACCEPTED PRACTICES 2 ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A J W
INSPECTION OF HIS WORK. 16.GCT)INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE Q d
EQUIPMENT TO MEET ALLAPPUCA13LE CODES. `
CONCRETE NOTES S.GENERAL CONTRACTOR SHALL BERESPONSBLEFOR ADEQUATEIXBRACING 3.INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS V a
10.THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEETALL LOCAL 17.GCTO INSTALLALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SHALL BE 72'FOR HEATING AND 75'FOR COOLING `^ c
_ FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF-COLOR AS PER OWNER. 1.ALL CONCRETE SHALL BE 1-2-4 MET,Fc=4000 PSI. BREAKAGE,COLLAPSE,DISTORTION AND MWWGNMENL IT IN ACCORDANCE WITH C
SHALL BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL GOVERNING CODES ALLSHORINGANDBRACING 4.UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY Cl
SUCH MATERIALS AND PRODUCTS 2-WHERE SLABS ARE SUPPORTED ON FILL,THE FILLSHALL BE PROPERLY SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN PERFORMANCE SOFTWARE,ALL INSULATION VALUES FOR W r(
DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR = Q
1L MATCH ALL ENSIIN S CONDITIONS AS THEY RELATE TO EANDFINISHES,LIGHTING CLIMATE ZONE 4 IN TABLE N7102.12 ON SHEET Tom, e�
COURSING,DIMENSIONS,HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY 3.INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND 6.ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING
PARTITIONS,,WIRING,PLUMBING AND DUCTWORKTHAT MAY BE CONCEALED IN L DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL ATALL COLUMN LOCATIONS.JOINT MATERULLTO HAVE INSULATION VALUE OF TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,METHODS, 5.IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD,
WALLS OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL AND STATE REGULATIONS,INCLUDING ALL PERMITS AND UTILITY CUT-OFFS R-5 FOR BUILDING CONSTRUCTION. TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE
RESPECTS. HIS WORK. ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY
2.PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS Q STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE COMPLIANCE.COMPLIANCE SOFTWARE TOOLS SHALL
12.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975,BUILDING 60 DEFORMED. 7.GENERAL CONTRACTOR SIAUCTION AND
SSU FOR PROTECTION
AND EXISTING AREAS,INSTALLAND REMOVE(AFTER COMPLETION)ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATING TO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED
TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY 5.MINIMUM LAP OF 94 REINFORCING BARS SHALL BE 20'AND FOR#5 TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION,AND SHALL BE
SUSTAIN ALL LOADS AND PROTECT WONG WORK FROM DAMAGES OF ANY SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT,
3.PROVIDE WORKMEN,
OWNERS
RAILINGS, OTHER FROMI INJURY
REINFORCING BM526. } c'9
PND,INCLUDING DUST. TO PROTECTTHE WORKMEN,OWNER'S PERSONNELAND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). m O
DUETO THE DEMOLITION WORK PROVIDE FREE AND SAFE PASSAGE OF In N
13.FLASH,CAULK AND SEALALLJUNCTIONS OF NEW AND EXISTING ROOFS,WALLS, PERSONSTO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. B.AS PER N11022,WHERE R-49 INSULATION IS REQUIRED IN LU =
AND PENETRATIONS,TO FORM A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE _ ATTIC CEILING SPACES,INSTALLING R38 OVER 100%OF THE
16 OUNCE AND EMEND AT LEAST 8 ABOVE INTERSECTING SURFACES. 4.THE CONTRACTOR SHALLATALLTIMES PROVIDE PROTIECf10N AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO
WEATHER(RAIN,WIND,STORMS,FROST OR HEAT)SO AS TO MAINTAIN ALLWORK SATISFY THE REQUIREMENT FOR R49 INSULATION WHEREVER Cl- = }
14.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE MATERIALS,EQUIPMENT AND FIXTURES FREE FROM DAMAGES,REPAIR ANY FULL HEIGHT OF UNCOMPRESSED R381NSULATION EXTENDS 9 Q
RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR. ELECTRICAL NOTES n¢-w
DAMAGE TO PROPERTY OF THE OWNER WHICH ISTD REMAIN IN USE,OR OF CONTROLLED INSPECTION OVER WALL TOP PLATE AT EAVES. oB5 w J
THE FINAL UL CERTIFICATE OF APPROVAL MUSE BE PRESENTED TO THE OWNER ANY PERSON,OR PERSONS ON OR OFF THE SITE,CAUSED BY THE DEMOLITION L ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND co }U F Qa
PRIOR TO FINAL PAYMENT. WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL 7.AS PER N7102.22,WHERE INSULATION VALUES ABOVE R30 Wim= m� !=
OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE ]C= Z� FF
15.THE ENTIRE PREMISES,INSIDE AND OUT,SHALL BE CLEANED OF ALL DEBRIS S.CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL DUSTING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE
AND EXCESS MATERIALS,TO THE SATISFACTION OF THE OWNER,INCLUDING STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. L THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN 1.AS PART OF THE CONTRACT FOR CONSTRUCTION,THE GC FOR THE PROJECT REQUIRED INSULATION,THE MINIMUM REQUIRED INSULATION W> W m
LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK MUST RETAIN ATHIRD PARTY ENGINEERING CONSULTANT(SPECIAL INSPECTOR) FOR SUCH ROOF/CEILINGASSEMBLIES SHALL BE X30.THIS IS 3: ca ya C
INSTALLED IN THEIR ENTIRETY. TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS
LIE REQUEST FOR FINAL PAYMENT MUST A ACCOMPANIED WITH SWAIVER OF LIMITED TO 500 SQUARE FEET OR HE20%MAX OF THE TOTAL
LIENS,SIGNEO BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION 3,ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND INDICATED ONTHE PRK PLN0.UDINGBUTNOTCMRET,RIEREINSTALLATION, INSULATE CEILING AREA,WHICHEVER IS LESS.
TO THE GENERAL CONTRACTOR.
6.PERFORM THE DEMOLITION WORK INSUCH AMANNERASTOPREVENT FIRES INSTALLED PER CODE CONCRETE FORMWORKPLACEMENT,REIHAR POURING DI TRIBU COVER, m
REMOVER PERMITTED
ULATED DEWS PROMPTLY,DISPOSAL.BOF IN A LG WILL SPECIFIED CONCRETE STIRENGIH,CONCRETE POURING DISTRIBUTION,
NOT BE PERMITTED ON SITE ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL, 4.G.F.I,CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS,KITCHEN, CONCRETE ULTIMATE STRENGTH,MASONRY,ALLL FRAMING INCLUDING JOISTS, 8.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND fY
RE PERMIT FEES FOR ANY AND TSTAKELL NO
AGENCONSIBIESARETHELAYSOFS WORKMAN-LIKE MANNER GARAGE,AND AS REQUIRED BY CODE. BEAMS AND GIRDERS,BOLTING AND ALL STEEL CONNECTIONS AND VERIFIED OSHA GE AS AIR ERHOUR IN CLI ATE NOT EXCEEDING
ESTIN
RESPONSIBILITY.THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF THREE AIR CHANGES PER HOUR IN COMATE ZONE 4.TESTING TO U
GOVERNMENT AGENCIES. 7,ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, S.ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WELDED).ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Z
FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. WORK PROGRESSES. 4
18.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE DAMAGE UNTILTHE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN
CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE WITH SAME 2.CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS d
ARCHITECTS PRIOR TO START OF WORK.ANY CHANGES MADE BY THE CONDUCTED BY MUNICIPALITIES,AND REGARDLESS OF WHETHER OR NOT WORK
CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTINGg PROTECT AND MAINTAIN DUSTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY
IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. HAVING IURISDICf10N.
INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED
CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK INAMANNER
NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT APPROVED BY THE GOVERNMENTAL AUTHORfT1E5 AND UTILITY COMPANIES HVAC NOTES 3.A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT THE COMPLETION -a, g s
CONTRAROR'5 COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR HAVING JURISDICTION.
OF INSTALLATION,CERTIFIED BYANY STATE LICENSED ENGINEER PRESENT ON - 6` �1F _ Yc
CONTRACTOR DEVIATIONS FROM THE APPROVED PIANS. SITE WRING INSTALLATION TO CERTIFYTHATALL PILES ARE INSTALLED AS PER
9.ALL DUSTING DUCTWORK ELECTRICAL EQUIPMENT,ETC IN AREAS TO BE L ALL NVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 20096(DESIGN LOADS INDICATED
19.UNLESS SUPERSEDED BY A SEPARATE CONSTRUCTION ADMINISTRATIONDEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). J 'SPS
AGREEMENT BETWEEN THE OWNER AND THE ARCHITECT,THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. 2
SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4.CONFIRMATION SHALL BE PROVIDED BYTHE GC TO THE ARCHITECTS j�k4 _ (: �r`�j7 �
SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER 10.PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 2•THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS JbN, V r'„�LJ
CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF IS BEING PERFORM ED AND AREAS WHICH ARE FINISHED OR IN USE. SYSTEM AND ALL DUCTWORK BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS,EVIDENCED BY 7 AND 28 DAY BREAK REPORTS.
CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN
ACCORDANCE WITH ALL APPLICABLE CODES.IN ALL CASES,THE ARCHITECT 11.LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING S.A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS
DISCINWHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM,IF APPUCABLE,AND DETERMINING IFTHE DUSTING SYSTEM BY THE G.C.UPON COMPLETION OF WORK CERTIFYING THAT ALLWORK HAS BEEN
WITH DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL. IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOUNG LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION ----- DRAWING NUMBER
SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS.
12.WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR .. - ---•-�-
WALL,REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING 4.CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6.GABYTCHILINGUIRIAN,ASARCHITECT OFRECORD,HAS NORESPONSIBILITY FOR ------ '- - - A A
STUDS,IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION,MANAGEMENT OR INSPECTIONS OF ANY KIND. _ I I
(2020 NEW YORK STATE RESIDENTIAL CODE) EFFECTIVE AS OF MAY 12TH, 2020 aE
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R301.1-APPLICATION: 8317.1-PROTECTION AGAINST DECAY: 85 02.6-BEARING: R8023.1-CEILING JOIST AND RAFTER CONNECTIONS: cu
BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1Q' CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE At ctv
SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS, AND GRADE OF LUMBER PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN WON MASONRY OR CONCRETE WITH TABLE R802.5.1(9),AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE V
FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U7.THESE AREAS INCLUDE WOOD JOISTS WITHIN 18'AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1'X4'RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOISTS SHALL BE CONTINUOUS OR Q Q Z ^
THIS CODE.THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12'OF EXPOSED GROUND IN CRAWLSPACES,WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS.THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9)WHERE THEY MEET OVER o=A!-.
WITH THE PROVISIONS OF THIS CODE SHALL RESULT INA SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN W FROM MASONRY OR CONCRETE SHALL BE DIRECT,OR A SILL PLATE OF 2-MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A Q w u y,
COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND,SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS,THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST,BEAM OR GIRDER CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE =1 u1 n
LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. =m
THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OFA BUILDING 8502.6.1-FLOOR SYSTEMS: m v p E aTHIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6'FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL •` C 8
FRAMINGIFURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN WAND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE,JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER •o EI
R3012.1I-PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. TIES,OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE.WHERE p0 .ti= o
EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. CEILING JOIST ARE NOT PARALLEL TO RAFTERS,RAFTER TIES SHALL BE INSTALLED. C (�
BE PROTECTED FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS 8502.7.1-BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN Z'X 4,INSTALLED IN ACCORDANCE WITH THE �I
MODIFIED BY 3012.12.1.EXCEPTION:UPON COMPLETION,CONTRACTOR SHALL R318.1-SUBTERRANEAN TERMITE CONTROL' JOISTS EXCEEDING THE DEPTH OFA NOMINAL 2A2 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 58025.1(9),OR CONNECTIONS OF
PROVIDE 112'PLYWOOD PANELS(8'-W MAXIMUM SPAN)SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL),ORA CONT 1'x3'STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED.WHERE CEILING JOISTS OR RAFTERS 12 3
GLAZED OPENING.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1.PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED,THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED
SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING.PANELS SHALL SE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL 8'OC. BY WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING 1O
PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. L7
NTH THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENT HARDWARE AND R401.4.1-GEOTECHNICAL EVALUATION: R502.8.1-SAWN LUMBER-CUTTING,NOTCHING AND DRILLING:
PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE
CORROSION-RESISTANT. STRUCTURAL SOIL TEST,ALL FOOTINGS SHALL BEAR ON SOLID,UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1.COLLAR
WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN VX 4,SPACED NOT MORE THAN 4 FEET ON CENTER
R3012.2-SEISMIC PROVISIONS: ONE-THIRED OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT
PROJECT LIES IN SEISMIC ZONE B OR C,AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6-FOUNDATION ANCHORAGE: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER THE TENSION SIDE MEMBERS 4 R802.7.12-RAFTER NOTCH/CEILING JOIST TAPER CUT'
EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS,WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE
PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS.THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR
R301.12-DRAFTSTOPPING AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER HOLES STUD WALL
IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND MINIMUM OF 12'DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER,OR W
BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG ASSEMBLY,DRAFTSTOPS SHALL BOLTS SHALL EXTEND A MINIMUM OF 71NCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER WHERE THE MEMBER IS ALSO R802.8.1-BRIDGING: V z
BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OF CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 21NCHES TO THE NOTCH. RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OFA NOMINAL 2x10 SHALL BE
1,000 SQUARE FEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO THIRD OF THE WIDTH OF THE PLATE.A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL) z
APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EACH ANCHOR BOLT.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.82-ENGINEERED WOOD-CUTTING,NOTCHING AND DRILLING: ORA CONTINUOUS 1'X3'WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING W
MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING V OC.
PROVIDED IN FLOOR-=CEILING ASSEMBLIES UNDER THE FOLLOWING BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS,CORSS-LAMINATED TIMBER MEMBERS OR Q Z
CIRCUMSTANCES:(1)CEILING IS SUSPENDED UNDER THE FLOOR FRAMING,(2)FLOOR SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED WOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1-ROOF VENTILATION REQUIRED: _
FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE LJLJ
SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BYA REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS ( O LLJ
R308A-GLAZING IN HAZARDOUS LOCATIONS: R404.1.7-BACKFILL PLACEMENT: DESIGN PROFESSIONAL VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED W N w
GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HIS AGAINST THE ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE A Z
SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM,AND THE CONCRETE R502.9-FASTENING LEAST DIMENSION OF 1/16'AND 114'MAXIMUM.OPENINGS IN ROOF FRAMING
ENCLOSURES,ADJACENT TO DOORS WITHIN 24',AND WINDOWS WITH AREAS OF HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED,FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION RSM7REQUIRED O 1
GLASS GREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE OF GLAZING LESS TABLE R603.3(1).WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR J LLJ
THAN 18'ABOVE THE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36'ABOVE THE UR406.1-CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE -i Q J
FLOOR AND A WALKING SURFACE WITHIN 36'HORIZONTALLY FROM THE GLAZING. EXCEPT AS SPECIFIED IN R4062,FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R808.2-MINIMUM VENT AREA: W cc
ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 11150 OF THE AREA OF THE IJJ
R310-EMERGENCY ESCAPE AND RESCUE OPENINGS: DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE 8507.7.1-DECK POST TO DECK BEAM: VETTED SPACE.
BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST MASONRY WALLS SHALL HAVE 318'MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED Q d
ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE TO THE EXTERIOR OF THE WALL.PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SUES.ALL BOLTS R905.1.1-ROOF UNDERLAYMENT:
FOLLOWING REQUIREMENTS: BITUMINOUS COATING,3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, Q
OR 118'COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM 04869 TYPE 1,11,111 OR IV,OR ASTM D6757. S
1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR 8507.8-DECK POST HEIGHTS' � G
2 MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR 8406.2-CONCRETE AND MASONRY FOUNDATION WATERPROOFING, THE MAXIMUM HEIGHT FOR A 44 DECK POST SHALL BE 8 FEET.THE MAXIMUM FOR ROOF SLOPES 2 ON 12 TO 4 ON 12,UNDERLAYMENT SHALL BE TWO LAYERS OF C
OPENING 5.0 SQUARE FEET) IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET,MEASURED FROM THE BASE TO THE 15#FELT IN 36'STRIPS WITH A MINIMUM OVERLAP OF 19'.FOR ROOF SLOPES 4 ON 12 W T-1
3.MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. EXIST,EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED,UNDERLAYMENT SHALL BE ONE LAYER OF 15#FELT APPLIED IN
4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION,PARALLEL TO THE EAVE AND LAPPED 7.END LAPS SHALL BE 4'
5.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE THE MEMBRANE SHALL R507.8.1-DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET.
OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. CONSIST OF 2-PLY HOT MOPPED FELTS,55 POUND ROLL ROOFING,6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL
6.AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM CHLORIDE,6-MIL POLYETHYLENE,40-MIL POLYMER-MODIFIED ASPHALT,60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT.LATERAL RESTRAINT SHALLBE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12
DIMENSION OF 3 FEET. FLEXIBLE POLYMER ASPHALT,1/8'CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH
COATING,OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER ALL JOINTS 5507 AND THE MANUFACTURER'S INSTRUCTIONS. R905.1.2-ICE BARRIERS:
R311.7.1-STAIRWAY WIDTH: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF A SELF-ADHERING POLYMER MODIFIED
STAIRWAYS SHALL NOT BE LESS THAN 36'CLEARAT ALL POINTS ABOVE THE COMPATIBLE WITH THE MEMBRANE. R602.3.1-STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24'INSIDE THE EXTERIOR
HANDRAIL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X4 STUDS 16'OC.ALL STUDS WALL LINE OF THE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATERTH N 8
EITHER SIDE OF THE STAIRWAY. 8407.1-2-COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16'OC. ON 12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36'MEASURED m
WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.
R311.7.5-STAIRWAY TREADS AND RISERS: _ PRESSURE TREATED.STEEL COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP R602.32-TOP PLATE: W N
MAXIMUM RISER HEIGHT SHALL BE 8114INCHES AND THE MINIMUM TREAD DEPTH COAT OF RUST-INHIBITIVE PAINT,OR GALVANIZED. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R9052.5-ROOF FASTENERS: ] _
SHALL BE 9INCHES. PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS
R407.3-COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS.END JOINTS SHALL BE OFFSET AT LEAST 24'.PLATES SHALL HAVE A MIN STEEL,ALUMINUM OR COPPER ROOFING NAILS,MIN 12 GAGE HEAD,COMPLYING WITH jr
R3117.8-STAIR HANDRAILS: COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2'AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND p� }
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HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS THAT 4'X 4',STANDARD PIPE OR NOT LESS THAN 3/4'INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS % Q
TWO OR MORE RISERS.HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES AND STEEL COLUMNS SHALL NOT BE LESS THAN 3"0 EQUAL R602.6-DRILLING AND NOTCHING OF STUDS: LESS THAN 314'THICK THE FASTENERS SHALL PENETRATE THROUGH THEan gw J p
ABOVE STAIR TREAD NOSINGS. ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. p z m F Q
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R408.1-CRAWLSPACE VENTILATION: GREATER THAN 25%OF ITS WIDTH.(NONBEARING STUDS 40%WIDTH MAX}ANY STUD W
R3121-GUARDS REQUIRED: THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% R9052a.6-ROOF ATTACHMENT: = Z ~
PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL OF STUD WIDTH,AND THE EDGE IS NO CLOSER THAN SW TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY U W y
INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH.STUDS LOCATED THE MANUFACTURER,BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR =Y _ N
HIGH.SUPPORT RAILS FOR GUARDS SHALL BE SPACED ATA MAXIMUM OF 4'APART. THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40%AND 80%SHALL TWO FASTENERS PER INDMDUAL SHINGLE.WHERE THE ROOF EXCEEDS A SLOPE OF ()9 p S y Z p
FOOT FOR EACH 160 SQUARE FEET OF UNDER-FLOOR SPACE AREA ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12,SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER
R314-SMOKE ALARMS: VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING.
HARD WIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH R602.6.1-DRILLING AND NOTCHING OF TOP PLATE: R1003.9-CHIMNEY TERMINATION: m
SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE R408A-CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50%OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A
VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL HABITABLE STORY OF THE ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18'X 24'.OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054'THICK X 1 BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST
DWELLING PER NFPA 72 THROUGH A PERIMETER WALL SHALL BE A MIN OF 16'X 24'.WHEN ANY PORTION OF 112'WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. U
THE THROUGH WALL ACCESS IS BELOW GRADE,AN AREAWAY OF NOT LESS THAN 16' WITH(8)10d NAILS EACH SIDE MIN.METAL TE MUST EXTEND MIN OF 6'PAST EACH Z
R315-CARBON MONOXIDE ALARMS: X 24'SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. Q
CARBON MONOXIDE ALARMS SHALL BE INSTALLED: THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL d
NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R608.1-GENERAL MASONRY CONSTRUCTION:
1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING ASLEEPING AREA MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN d
2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND RSMIA-SAWN LUMBER- ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE
EQUIPMENT,SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/AC1530/ASCE 5.
ATTACHED GARAGES ARE LOCATED.PROVIDE ADDITIONAL ALARMS AS REQUIRED TO GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN _______ •t' _
ENSURE ALL SLEEPING AREAS ARE WITHIN 15'OF A CO DETECTOR ALL ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20.IN LIEU OF A GRADE MARK R6062.1-CONCRETE MASONRY UNITS: -" _ - w
ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS:
ACTIVATED,AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK ASTM C 73 FOR CALCIUM SILICATE FACE BRICK
2034, ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS,ASTM C 744 FOR � '�ryyp eY0 �p
R5021.2-PREFABRICATED WOOD WOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS,OR ASTM C 1634 FOR = �b
STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK U
WOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D t ~
5055, R802.3-FRAMING DETAILS: 2"C'03
�n r.{ �•
RAFTERS SHALL BE FRAMED NOT MORE THAN 1 12'OFFSET FROM EACH OTHER TO A
R5021.5-STRUCTURAL COMPOSITE LUMBER RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS �� _ u y��
STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE.RIDGE BOARD SHALL BE NOT LESS THAN P NOMINAL THICKNESS AND NOT )
ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT VALLEYS AND HIPS THERE ' mAwm Nuwsm
SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2'NOMINAL THICKNESS AND NOT I -- - _
R50222-BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER HIP AND VALLEY RAFTERS
BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BEA MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE A-1
GRADE LUMBER.SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER,NO 4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD.WHERE THE ROOF PITCH
COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING
R5032.FIREBLOC 9NO SHALL BE OF ANY GRADE LUMBER JOISTS(RIDGES,HIPS AND VALLEYS)SHALL BE DESIGNED AS BEAMS.
TABLE R301.2.1 CUMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE-DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIERITEMOESCRIPTIONOFBUILDINGELEBENT NUMBER AND TYPE OF FASrErlM-c SPACINGMDLOCATION
AIR MEAN Flom
SNOW SPEED TOPOGR SPECIAL WIND WIND-BORNE DESIGN FROST UNE DESIGN UNDFRLAYMENT FLOOD HAZARDS FREEZING ANNUAL' 16d end(3'/,'-0.135•):«
INDEX TEMP 2a .vbdw m)me«9lderBrad and mw 1 U
LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP REOD ,6d common(3'12-01627 d E
b� [�.,�, 20 PSF <140 NPH NO YES NO 8 SEVERE 36" MOD-HVY 11d YES NO 618 52.1 u ,sa boa P'/i•o.ns7.m
[emona.. .1 'Banks(plank dbeam--0oar d roo0 -16d common 13'/j•0.761) /0 Peeh Mmng,fxa nal Y Oa8
'1W on
TABLE R602.3(7)FASTENING SCHEDULE 10 eo.(3--01287.« an, O
u Bandmdm+i«taI t r=O.nraals:In 6n°"� u -t aU
\� REM OESLAIPnON OF BUILDING ELEYENi6 NVYBER 0.1101TpE gpAU11G ANO LOrAnON T. ga.[Lada[.'/le«ovm V Q Z
OF FASTENER.nc Nal exhleyeru/pllmw:3Yoc Q , •�,
TABLE R301.7 ALLOWABLE DEFLECTION R°d m <am(3--0•g.19Yr.« mW abea-1.to brad o=s T
adaR'/n•0.113' sU
tOd box ll'•0,28t« d•O.L fxa la top are Fonam Q C UV La
1 &a" betrreen caai Men W b 38d P'/j•antt m Tae Budtup girders and team,2alN Wmber •0.131•lbpp
a stwlgaed on osA•mea 1Co
a.®u 'a'9 9pisn« p paze 44 box �:« 21 1�e0 d: �
i.a12d
a.ea.d, «���• ALLOWABLE -.0nrnads -zmwmnml(r•0.,9rr« F =Z E•e',
STRUCTURAL MEMBER ad batR'1j.an3tm 7-1dbe.P'•0128t« "enaJaz`"d"n0eeih6 CCD` HO
DEFLECTION 2 caE 3adaanman(zYj•on,T,m u•.0.n,•and, •C 8'
ppiasl opdaa }l0d box lY•01287.m Pmpnsta.nal 46d-r3Vj.0.135tm °_ g
Rafters having slopes greater than 3:12 with 3r=oars, aaa }16dwmmanPVj•0.ISTY..or A eadliiat«„nm6wnall pp ••a �
0180 ze .agar aznp cavw'tIn9f•n,=«MeY x S o
finished ceiling not attached to rafters gpistm oneN.d to paa0ePact3 p a Isa,aaP•plr2-,m 7-D.104 'nails 0.12n,or
tine 3 Pddan.lace S-10.6023.1,RB0232-Td's },6d wmmmn PYj•e.t6YT« Faw nil -r•0.131'mas
Interior walls and partitions Hl180 ozs.u91] r.0.13P we 29 Bit" o"N 210d 3••0.,28-) Ea he d.loev �>>
eaxhvatp puaOelMnOu<Ipol t SPACING OF FASTENERS rJ Z
-) FIOOT$ U36fl d ..S Ona RB02.3.1 and R8g232 and Td. ate0.6025.1(9) Fxv nae DESCRIPTIO) mTMBEFI ff Int nanadlare
Ceilin s with brittle finishes plaster 5i() IF1A OF BUILDING ELEMENTS TYPE OF FASTENER•n• �). wPpol . ,
Ceilings 0360 cans na to Mm,hw m�Imry:.z0 ga doge ampm dodmarr•o,2at 0 ino.
and Stucco) 5 mer },0d wmlwn IT.0,,nor Fxe ma aeN Mer
:•.:::.• ,,, ,•�«lo..Emn� . awe Vr
Ceilings'vath fle7dble finishes(including gypsuan,•m 6d oA31.
L/240 m.Yaa m a.w xe,tw wi
board) .. - - 6 amiadtasa to qav -1W.common rWs P:•0 Iwx an oppm¢.dee,side aMma
For SY.1inch=254 mm,1root=3W.8 mm. ,Od box(r•0.12rt« •as' Wood suucbaal Poael%wbaa«,rod and 1-111 wall A-0,1n9 sohaming and pndcloboard wail abldaleg re kanily
lotherstructuralmembers U240. o,3+Nd, seeTabla to,woodazmmam afaaad«weg[neamin kodani
Exteri0rwalls-vrindloadsawth plaster 6dP"='•a.nr.m eaCnmma,(r=0,113).4(..bO- 1
30'%-vi 6 ,r
p H1360 ,mcammmP'y•o 16at« Tw wl Bd camml R'ri•0.n17 ma(ro4
FIGURE R602.3(l)TYPICALWALFLOOR AND ROOF FRAMING stucco finish dedemlT-ov8'rm 31 '•is-r BeaammonmaRvi.o.n,7 6 lr
L' - T 0°/'�P19 to M9e,ve0eYm NEI ra¢eammof Yaer r7.0.131-anal. tedwmnion(Y=01687 nsI;m
E)derior v7alls-wind loads'wth other brittle H/240 m mr a9am m saeo:rlj.OnsT.m R rr:-i'/; edR'/i=0.n,7adam a M 6 u
finishes - -16a udmm P'2j•0.,62').« Endnaa OMer wall NeaOi
a tl Ind-p-.0128-L. 11a str luN calld-fiberbood 1'Ij 9akmvzed rad g*l.,/,e head
Exterorwalls-wndloads With H/120 3r•o.u, v: ]3 3 6 W
ra / _ sheathing 1,/z gc«1-«awn[Inev",.7 ed ang
Lintels supporting mason veneertvallse. 0600 r.wemew0amv riIgaa[daamdamt=a:neae6aaa V z
� p[ad sh¢athin9 «),axon page 16 a..I,,,'torp 3 6 �/
WeU14j 9ah'+^wed raoea9 LYade gaAmiiud. ° Y_
16a wmman P'f:•01627 26•aclacawl 35'/j gypsum shes8vngs 1Vj Im9:1'/a:sues,TpsaW mS 7 7 L
ANleee is B Studusbd(mlaz bxedwaa PneYl tOd bax3(3:�012at« "/a 9aMttixed rooEg oak staph ganadzeq W
TABLE N110212(R407.t.R)DSI1IAmON AND FENESIIUTON REOUmEMEN18 BY COMPONENT 16'00/ace lYtl 36 t/j ga'psa^'sheaNing° 7 7
x(3'/j•0.1357:m ong,lY;wens.Type W m5 O
16d bP
Atm>m�N„ daoo wzs g to shit ad abde9 soda aodenscLn9•o0 comers -,0n,'wla IT..bcerua Wood sbud 1 els.wmb'uutlan vubRom mdad man NvntlanQ
RAe•a pi la txedwa0 Dmlebl ,6d comms PVj•M"T) ,6'o e bw nit 6d defixmeE R••0.,at7 naT,«
37 l:aM Ina comron R'!j•0 t317 nod 6 12 A/., O L,
10 u0upheador(2'uYheadmwn'h•[pxerl 16a worms PVj=0.1627 16'0-[.arnetlgebce rod common R'/j•0.1317nmtw V n
s� IM boa P'rj•0.1357 12 Data ass ed9a(ace run 38 /a-1• ad
defamed R'/j•x1207 nod 6 12 Lu r W
Sm ba IVY-0.113'Jm tOdoned-Jr.0.,dB-)md:m Z
d�
11 dnoaa.lndartoalud 'don-R',:=a13lt« Too nm 1'/a-1'�• Ndermmed R'/j=p 1207tua 6 D Y� 0
-tuba .01287 O 1
0O°N0 6d my mP',j=8.,627 117-a anal J
xoan ,�,,, n m».n ,vin ,2 ap pact'my data led bat P-•0 M'rm 12'o.c bce oil Lu
7a[4a YL LY Ike 19 :Svii:' ;fit m t.11 u:: ISS .B.n1--, Z
Irlu anaaw •O16Yrm TABLE R802.11 RAFTER.OR TRUSS UPLIFT CONNECTION FORCES
UNLESS NOTED OTNERWIS�m9UlAmON MIO FENESTRADON COYPONENTS6NALL MELT
�-sl�
pabawd 12-1.bat P'1;•a.-Im LuWPRESCRIPTNE VALUES FOR OL INAM ZONE 4. xenals eaNsidedrodlonafspmang<26 12.10demP'•0.12aT.m1] irad 21'bp[Flc[Iph.xh12-r•0sitedmwpkdi LLItodaze sp6w SOcs 0a.0„m W:ad bxad / J#5' t2.iM P'h'•0.1357 G\B Q
IXPOSURE B
RAFTER ROOF Ultimate Design wnd Speed VMr(mph) U Q
.maoameanaYx TABLER301.5MINIMUMUNIFORMLY. OR TRUSS SPAN 110 115 120 1 130 1 too (/)
DISTRIBUTED LIVE LOADS ITEM DESCRIPTION OF BUILDING ELEAIENTSNUMBER AND TYPE OFFASIENER' SPACING AND LOCATION SPACING (feet) Roof Pitch Roof Pitch ROOF Pitch Real Pitch Roof Pitch Q
.A.Ent aaRmpmosle 16d coarnm(8'/2'=0.162') 16..racenail 45:12?5:1245:72>_5:1245:12?5:1245:12 it 5:124'1:12>_5:1 LLI
USE LIVE LOAD d ButtOmpnt9bracdwnsL els) l6dbox '1'.0.13srm
10 Delta.Plate
late to joid, wan panels) t3.2 12'o c.bre nl 12 48 .43 59 53 '70 -W 95 88. 122 173 "� Q
Uninhabitable.attics without sto6 ee `0131•"1, 18 59 52 74' 66 89 81 122 112 157, 146
b: Bottom ata to" 3-164 box(311:j-0.1357:ne 3 each IF ac.fare and°0.` Uninhabitable attics with limited storage 9 20 t5 p au dm aia.bane calm 16d<6nanon P'/i-Ilan; zs n 62 89 79 .108 98 139' 137 192 178
blocking(at braced I,*Panel) 627:Pr 2 each 16•o:<.face dal
,aillcaaor,ot"m" - _ 28 79 69 99 Ba 721 ,109 767 153 216 200
Habitable attic's-and attics served`with fixed stairs 30 'n 0.13i'aa. L each 16'..c law rral 72
po' d box(21/,,'=0.7n'r or 32 86 75 109 ,97 133 120 185 170 240 222
a s aam66A a moa a Balconies(exterior)and decks' 40 16d be.P'h••0.1357« 36 94 82 420 406 146 132 203 186 264244
fast t orch=25 d mlA l foot=304.8 and, Fire escapes 40 ad c-a(211j•0.131•),or Toe mil 42 106 92 135 1,120 166 .149 1 230"1 211 300 278
Guards and handrailSol _ 200h 1fi ted box(r=o;i28r- 48 118 102 '151 434 185 166 258 236 336 311
op ar bottom pate tostud -r a 0.131'naas 12 64 57 78 70 '93 85 126 177 162 150
Guard in-fillcomponentsf' 50 tsdboxp'/i•0.,3s7:m j ch
FIGURE 0.602.3(2)FRAMING DETAILS - - 46d common PVj•0.162$of 18 78 69 98 88 •178 468 162 149 209 194 m CM
Passenger vehicle garages' '50' tOd box p•.O.t28'):or Ead nail 24 94 62 118 105 tits 130 198 tat 255 237 W O
Rooms other than sleeping rooms '40 3-7-0.131'..4a 28 105 92 132 417 161 145 222 203 287 266 N
fOd box IT.0.1287;« _
�76'o.c32 114 100 1d5 129 178 160 246 226 319 295 F-
L Sleeping rooms 30 17 op fides,ops n comers ane n e sec ons-16d mmrzwn(3'/i•0.162'Y.a Face ma LO
Stairs' '40° __ }3•.o.t31•nls 36 125 109 160 441 .194 ;176 270 247 351 325 d
t- wFyaa�ulL 1 -'n d box(2'1,7 a GAIT).« 42 141 122 160 160 221 498 306 281 399 370 C O
l 1"1 I Yowroas I -Bit POLnmon R'/i•O.iSt 48 157 136 201 178 236 221 313 373 d4T 413 Q tC U Q
III t'brace to each Mud and �'« Face rata d w
t
° a -10d bat P-•'a.ne•r or 12 96 86 118 106 .140 128 191 716 2d1 226 °iD 0 y.0 Z
1I slopes tai: 18 118 104 148 132 178 162 241 224 314 292 z fb Z ~ Q
1 I •alWKPoR TABLE RBD2.5.1(9)RAFTERfCEnJNG JOIST REEL JOINT CONNECTIONS bax(2'/2•.O.t1r).or IJ.I- U
1gu�ns 2d .142 124 178 158 216 196 298 274 384 356 Y= Z
an- GRoexO Show Lo4o Iwo Bit<ommo�(z'/i•0.131'),.« tU EO W
19 T•>-6's)ieamirigteeachbeadng Faw nl +48
138 498 ',176 242 218 334 306 432 400
Roe-cm.:-hrintN16 RAFTER 201 b 50 r0 .10d box P'•0.126.1:m 24•a.c- > W a
stadas,t'maven,16 ya-ata/:Tong 150 218 194 268 240 370 340 480 444 c0
SLOPE SPAGNG Rad n _ G
pxnesl tz z0 ze 36112120 zs136112120 m 3s n zo za 36 mx(2'ri=0.tn7;or 164 240 212 292 264 406 372 528 468 C.1 6 O
Re hedn«nbmo116al-an ne)D.eparneelidd A.. Sad remmon(2vj x0.131'):or '181 270 240 332 298 460 d22 600 556
au uAx1 12 + a 6 It n 5 8 12 15 6 N-15 20 iGd box(3'•0.128'),« 204 302 268 370 332 516 472 672 622 m
_ 312 16 5 8 10 13 5 0 11 id 6 11 ,5 20 8 K 20 26 supe,l'c n.16 ga..la/:long
2! r 11 15 f9 T 11 i6 21 9 16 23 30 12 21 ]0 39
I I I D 20 l'.8•sod widei sheathing to each bi it g Ydar Than 1'•ti' Face nod
1 12 9 5 6 8 ] 5 6 8 6 6 9 11 5 8 12 15
4.12 16 b 6 6 +0 6 6 8 11 5 B 12 15 6 it 15 20 be'I12.,0.113-r d' (�
LpR Yw I 1 26 5 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 Sad onmmm1(21/j.0.131),or
Z
12 ] 6 5 6 ] d 5 7 3 5 T 9 6 ] 9 11 }10d box(3'.0.1287;«
T-� 5:12 16 3 5 6 g 3 S 7 s d 1 9 12 5 9 12 tb slapuz,l'crown.lfi ga.:Pi:Wg TABLE R602.3(5)SIZE,NEIGHTANO SPACING OF WOOD STUDS' 4
24 d r 9 12 d r 10 13 6 10 u 18 7 13 18 23 J
12 ] 4 4 5 3 3 6 5 3 b, 5 7 3 5 9 4
T.12 15 3 6 5 6 3 4 5 6 l 5 T 9 d 6 9 11 BFMmD tvaLL6 ntlx&duNG W9LL5
21 3 5 ] 9 7 5 7 9 6 ] l0 13 5 9 13 17 laaraa7 .nenBI-
�2
pe wppartaq vdweseppeda, bmo L--4
12 3 J d b 3 3 3 6 3 3 d 5 3 6 5 1 Floor �U°� PPan arom,gme rod- nwnpM.mos vhro.uppmivg Wte9 �b
9:12 +6 3 3 d 5 3 ] d 5 3 b 5 7 3 5 7 9 box 2's•.0.11 r see 19hP^reavitt POs eaumtym mgmgmmt)me o•e In-) and b•Nm'(-� SSG
Z3 ) d fi 7 3 d 6 T 7 6 8 10 d 1 10 13 naamDl.edc bPaM. a faa5es) P•eq S T
3 ] J 3 3 3 J J 3 3 3 a 7 3 d 5 common(Zi.0.131'),or21 Disttosip,lopplataor rder Toemq1212 6 7 3 d, 6 3 3 7 6 3 3. d 5 7 6 5 7 -
2d ] a d 5 3 7 d 6 3 6 6 8 3 6 8 10 }3"s 0.13
24
ad be.(2112•0.1137 4'o.c.toe nal Z
Fm St l Inch a 25A mm,l fact 304.8Omit pound M,qum red=00619 NPs. 71 Wm joist,band joist or Hocking to 501 or lop ad corroded(2112'•0.131'),or 2•]° - - - _ - is ,6 J ,/s Agro P
a d0d brx ludas shoo be pa-d to as inev ed In,16d wmmm�nada plain(roolappfiwlions ataxy Lod box(3'.0.128');or 6'°e.too nail 2-1
10 to u
r=0.131'nls 2•s 0 u 6 xa Is zit U
}8d box(2'/i•0.113):or r
2•LaBr.Fl,OYiaP 2.6 ,0 Zd N 1626
AxDBali°uopab9T a,Arn1.t0EPMl ae Common(2'/i.0.131').« ^
23 1'*6'subgoor ar less to each joist }lOd box(3'•0.128'},or Face nod R
l(I`dV'y{'•--'_ __ _g -_
stapes.V crown;16 ga.,to/:long
For SI:1 inch=25.4 mm.
ORAWNO NUYBDa
FIGURE R502.8 CUTTING,NOTCHING AND DRILLING TABLE R301.2.1.3 WIND SPEED CO_NVERSIONSa A-1 3
t vit 110 115 120 130 740 15(1160170 160 190 200 JAN m � ����
Van 85189193 110111W8 116124 73211139111471 199 _
-
Board of TwSLIess
TABLE 3.2A 5/8'ANCHOR BOLTS-SILL PLATE TO FOUNDATION CONNECTIONS Lj
RESISTING SHEAR LOADS FROM WIND-EXPOSURE C(WFCM 2015) a E
(PRESCRIPTIVE ALTERNATIVE TO TABLE 32) N
a+ m E
THREE SECOND GUST WIND SPEED(mph) 110 1 120 1 130 1 1401 150 1 1 (dr
1r NAIL 12-MAX. 518'ANCHOR BOLTS ` Z
FOUNDATION BUILDING DIMENSION NUMBER OF BOLTS ,,:,s Q 0 u r O1
NAILING AND STRAPPING SUPPORTING PERPENDICULARTO '4
SHEARWALL LINE REQUIRED IN SHEARINALL LINE d% �Z5 U^
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) :;':�. .': t'' ''. wDO Yom,Or1
!r t+ 12 2 2 3 3 3 C =Z
16 2 3 3 4 4 ` !_ 8
NOTE: 20 3 3 4 4 5 •� GO LI'
ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR RIDGE 2a 3 4 5 5 6 OO .�
'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) BOARD 2B 4 5 5 6 7 r f
(ALL STRAPPING SHALL BE INSTALLD'
ED AS PER MANUF. SPECIFICATIONS) 32 4 5 6 7 B ui
ROOF FLOOR 36 5 6 7 8 9 3
RAFTER 40 5 6 1 7 8 9 F-
50 7 8 1 9 10 12
1/r AHpW ear• na FOR,sIaRT I/2• 0 8 9 11 12 14
AT RAFTER TO RIDGE CONNECTION `--�-_� ANaa I1aT•2A'an FTN 2 SIaaT 70 9 11 12 14 16
FOR RIDGE STRAP- 3 BD COMMON AT EACH END OF STRAP i-- 5�1WO161 5QT•7r as m I sTar 5/° 80 10 12 14 16 18
() L_ GDLLAR TIE Away eaT•35•D.n Tui 2 STORY
FOR ALT.COLLAR TIE- (3)10D COMMON NAILS AT EACH END 20 4 5 6 6 7
M, w
ma/% ae FDR 3rd slay a 24 5 6 7 8 9
e/A'AW/A 12/7ear•23•ne F91 3N 51aar a 28 6 7 8 9 10
sans r/ PITCH
r=Aim 6 7 9 10
11
r ET®IRNT IIIA fa1O✓tIE r/ 36 7 8 10 11 13
A�Do°!sEna ROOF AND 2
ROOF ANaIm xoRn�+A�ro usm�+a FLOORS 40 B 9 1150 10 il 1 13 15 17
12 14
AT RAFTER TO TOP PLATE TO STUD CONNECTION RAFTER 0 11 13 16 18 21 1 Lu
FOR STRAP- (3)0 COMMON NAILS AT EACH END OF STRAP W!TO 1r NAx.B T Ibt a 70 13 16 18 21 24 / Z
FOR MTS12- (7)10D COMMON NAILS AT EACH END OF STRAP 0 15 18 21 24 27 V
BY'SIMPSON" CEILING ANCHOR BOLT SPECIFICATION TIAW WFCM 3.1.3.11 28 7 9 10 11 13 1 z
32 8 10 11 13 15
JOIST ALL p°Ia'�s/s SUPAN a0AN0 r/4• 36 9 11 13 15 17 W
R,wms1A 2oFsaiROOF AND 3 40 10 12 14 16 18so 13 15 17 23
Q
FLOORS 60 15 18 21 244 27 N Q W
7017 21 24 28 32 H LLI
0 20Lu
23 3O 36
•ANCHORAGE REQUNm TO RESIST IATERALlA11DSSNALLBE DEfEA1NN® THIN THE FOUNOAIiON DESIGN PER SECTION 1.1A. Z
I PAESCPoPTNEOAUTSAREBASMONASSUAUOONSDITABlE32 0 1
CUT 2 ANCHOR BOL78 SWM BE EED6RNLV ON CENTER.
FOONG 71@ IENGM OFTHESHEAAWAILIINE.ANOIN NO CASE SFW1T1¢ LJJ
AT STUD TO FLOOR ASSEMBLY �� ANexoaBa.TSPAcwaEZGEEDBFEEroNleEraER.Fa1oaERANoaRBarwmATwNssEESEerloNax,.z J � z
TO STUD CONNECTION
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