HomeMy WebLinkAbout52623-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS ARID ,SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52623 Date: 01/2" /2026
Permission is hereby granted to:
Wamsley Family Trust
490 Williamsburg Dr
Southold, NY 11971
To:
Construct additions and alterations to an existing single-family dwelling as applied for to include
additions,decking and HVAC system as perTrustees and DEC non-jurisdiction approvals.
Premises Located at:
490 V"W illiamsberg Rd, Southold, NY 11971
SCTM#78.-5-10
Pursuant to application dated 09/26/2025 and approved by the Building inspector.
To expire on 01/23/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration 5
CO single Family Dwelling-Addition /Alteration $1,0 ,
TotalD
Building Inspector
PR,0P',E',,RTY, INFORMAMIN
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Signature of Applicant: .
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being duly sworn,deposes and says that(s)he is the applicant
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(Contractor,Agent,Corporate C]fficer,etc.)
authorized to perform or have performed the.said work and to make and file this
of said owner or owners,and Is duly
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith,
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PROP OWNE AUTHORIZATION 01"!4W
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�F NO. 10904 DATE. JAN
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ISSUED TO: 'WAM� EY
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Pursuant to the proso�s of Chapter 275 of�h��Town Code of the Town of Southold and In
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accordance vthr the Resort"on o the Boer f Trustees ., ;
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�n consideration o a lication fee in the sum y f card 'of Trustees 5 i d ^ Y
d the Re solu �an �� rautha Town � tees author yes an� e� ,a.its
Terms and Candt�ons as stag' rn �
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the following:
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Wetland Permit for the ex�stir two-storyq
Wet � � � � �� - t�► replace the
s � add t� , above, and P
first floor addition.with a 99s4�.ft. second
� � 1 �, seaward de with steps in-pleas; all as
I� ���Y ksn and railin s on the exist �� , ��� �4 �:� s��a
dec g reee ved on November 18,
plan re arred b Thomas �'r� �� �
depicted on the site p p p �'
✓ ed approved on January 14,2026 � �r
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2025, a P PP � Y
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o orate Seat to be affixed,
hereby cause
IN WITNESS WHEREOF,the said Board of Trustees h � �'
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and these resents to be subscribed by a majority of the said Board as of the day and year written above. a�
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v f Town Hall Annex Te�+�p�rIhone(53�1)�'6�►-1 862
54375 lain Road Fax(631)765-9502
P.0.Box 1179
Southold, NY 1 1971-0959
BUILDING D
NOTICE OFUTILIZATION of T" Uss TYPE C NSTRUC ION P RE iN EIRED.
WOOD CONSTRUCTION AN DIORTIMBER CONST R- 9.C.TION,
Date: ..
Owner:
Location of Property:
r
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
constructed or performed at the subject property reference above will utilize
tobec
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and bums (F)
Roof framing (R)
Floor and roof framing (FR)
Signature-
Name submitting Name (persong this form):
Capacity heck applicable line):
Owner
Owner representative
TrussRegl 5.docx Effective 111/2015
1 ,
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of Env iro nniental Conservation
� New York Mate Department ,Y,.. Y
Building 40 - UNY, Stony Brook, New Mork 1 1790-235►6
IL� i
Tee hone (516) w�4 036
aes wile (516) -03-h k Y
w wa Jofin P. Cahill
Commissioner
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December 16, 1999
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Re 1-4738-02491/00001
Green Property
Construct addition to
yA House and hot tub
y I 490 Williamsbury Rd.,
Y
Southold ,
Jeffrey Green
143 Berry Hill Road
Syosset, NY 11791-2608
Y
Dear Mrs Green:
Y a
,Y Based on the information you have submitted, the New York State
Department of Environmental conservation has determined that:
The property landward of the bulkhead .which was constructed prior
to September tember 2 v.- 1977 as shown on, ;the survey prepared' by John TO
Metzger, dated Febaruary 11, 1999 is beyond jurisdiction for
Article 250
Therefore, in accordance with the current Tidal Wetlands hand Use
Regulations (6 YGRR Part 6 E1) no permit is required. under the Tidal
Wetlands Act Please be advised, however r that no construction,
.sedimentation., or disturbance ance of apy kind maytake place seaward
o
.
the tidal ,wetlands jurisdictiona oun ar , as , indicated, a o e,
without a permit. it is your responsIbilip,ty to ensure that all
4
necessary precautions are taken to present and intation o
other alteration or disturbance to the, ground surfa,ce or vegetation
p within Tidal Wetlands jurisdiction which may result from your
project, Such precautions may include 'mAintaining adequate work
area between the tidal wetland jurisdictilional boundary and your
project (i-e.' a 151 to~ 20 ' wide construction area) or erecting a
temporary fence, barrier, or hay bale berm.
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Please be further advised that this letter does not relieve you of
the responsibility of obtaining any necessary permits or approvals
from ot'het agencies.
Very truly yours,
George W. Hammarth
CAF Permit Administrator
cc: M. Liegey „
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S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 5 LOT(S):10
tAtvo�/F ��"'WILLIAM ZUKAS
01, A0
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ate? I
4.0-N WOOD
RAMP
W 7.0 S89028'30"E 126.83'
/
GRAVEL 7.4 WOOD RAIL FENCE 0. M 4 0, • /
7.4 *^ EL 5. �0 /
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OIL CO CEN»N ;,
EL'�°„4 ROOF
6.8
L.P.� � VER ; �
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STY FRAME,
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SHOWER ��� .
EL 5.8
WOOD DECK a;
jC.O E57R y� EL 4.7 e
L 5.7 »9� ° 4,
„ EL�.S �, �'„" EL 5.0 IRON
ZONE x a°t �, MON.
EL 5.5
PLATFORM
FORM »00' )p
0 ZONE AE(EL 6)0 FLAG
ROLE NCO
EL 4.0
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UPDATE 01--15-25
UPDATE & ADD DEPTH SOUNDINGS OCT. 11, 2018
FEMA MAP 3 6103CO 16 6 H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
EFFCTIVE 09/25/2009 LOCA77 NS S OW V AR AFRO FROM O SERVA77ONS
AND AREA:239396.91 S XT. or 0,54 ACRES ELEVA77ON DATUM: NAvosB —-— � -
UNAUTHORIZED AL TERA RON OR ADD177ON TO 7HIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7HIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777-177ON
LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTTTURON, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S77?UCTVRES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE S77?UffURES RECORDED OR UNRECORDED ARE NOT GUARA d UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY
SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: BRIAN W. WAMSLEY;
MAP OF: � � ° � DIANNE M. WAMSLEY;
FILED: m FIDELITY NATIONAL TITLE INSURANCE;
SITUATED AT: BAYVIEW
TOWN OF: SOUTHOLD
�
, KENT+IETH M WOYCHUK LAB' ► SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK °^ Professional Land Surveying and Design
P.O. Box 153 Aqueogue, New York 11931
FILE # SCALE: 1"=30' DATE: DEC. 2, 2013 ""°" PHONE (631)298-1588 FAX(631) 296-1588
13-195 N.Y S LISC. NO. 050882 maintaining the records of Robert J.Hennessy&Kenneth M.Woyehu3c
i
7EP* 5 ;� to a �) - A �� ,��-,wRs
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GENERAL NOTES 41
DRAWING INDEX PE �d
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T-1 TITLE SHEET ��s�d�oH A
< 1 P
N-1 CODE TABLES & NAILING SCHEDULE J-b '
DIVISION 1-(SAL REOIREMENTS 2 Other species may be used provided substituted species shaft meet or exceed requirements noted above. c. Bottom Chord Plane. Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows
t Work performed shall comply with the following 3. Moisture content: AN lumber 4' and deeper shall have moisture content not greater than 19 %, air dried lumber is minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it
a. These general notes unless otherwise noted on plans or specifications. desired but not necessary. Lumber may be kin dried, however drying process must be slow and regulated to cause a crosses. N-2 STRAPPING & MISC. DETAILS 0 W w n O Q W
minimum amount of check' comparable with air dried stock. S. Wood Floor Trusses: LL Q v H O O W
b. Building Code as specified on the architectural drawings. 4. AN exterior lumber and lumber�contact with masonry or concrete shall be pressure preservative treated in t Floor trusses to be manufactured and installed in strict accordaince with manufacturers recommendations. AI G v O w do w r=-
c. AN applicable local and state codes, ordinances and regulations. accordance with AF&PA standards and stamped 'Ground Contact 0.40 Ibs/cubic foot'. sans, joist depth and spacing to be verified b manufacturer's. drawings indicating calculations, loading, load W z W
P '° P Y '°p " g A-1 FOUNDATION PLAN & SANITARY RISER DIA.
d. In areas where the drawings do not address methodically, the contractor shag be bound to perform n strict _
5. Grade stamps shall appear on all lumber. test data and any other information required shaft be sealed by a� professional engineer registered in the jurisdiction
compliance with manufacturer's specifications and/or recoommendations. 6. Store all lumber above grade and protect from exposure to weather. where construction is taking place. Truss manufacturer shall verifry al spans, dimensions, bearing points spacing, etc. w w O a W Q O w z = Z V
2. On-site verification of all dimensions and conditions shhag be the responsibility of the general contractor and B. Fitch Beams: Fabricator must submit two sets of complete shop drawings and'truss layout plan, each sealed by a professional a O� z O w O a it - N
his subcontractors p g C6 W E as rY F � O v ZO =
3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1.Fitch beams shall have a rrinn to fb = 15000, l be with op bolts located not closer than (s from the to and engineer's registered n the ' to be n where the construction a takking place, to Architect D to fabrication, one for _ FIRST FLOOR PLAN & DETAILS n O Z - v
consult Architect n case of question bottom edge unless otherwise noted There shall be a bolt top and bottom 2' from each end (see typical flitch plate Architect's records and one to be returned to contractor after re+view.
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4. The general notes and typical detals apply thhroughouit the job unless otherwise noted or shown
bolt pattern detail). 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent V = m V Z o F Z Q
5. Discrepancies: The contractor shag compare and cocxc5nate all drawings; when in the opinion of the C. Joist Hangers: exposure to the elements. Always store upright, especially if stacdcng. A-3 SECOND FLOOR & ROOF PLAN , & DETAIL W Z Q Q w O cn
contractor, a discrepancy exists he shall promptly notify the Architect, n writing, before proceeding with the 1 All purlins, joists and beams not framed over supporting members shag be supported ~
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work or he shall be responsible for the same and any indirect results of his action.
2. Joist hangers shag be prime quality steed which conforms to ASTM-A653, min. 22 gauge. Products acceptable DIVISION 7- �AND PROTECTION - do Q 2 r °' W 0 a �
6. Omissions: Architectural drawings and specifications 5hal be considered as art of the conditions for the shall be Sirpson, Kant-Sag, or equivalent. F-
g p P A. Roofing: A-4 BUILDING SECTIONS ~ _ = = = Q
work. In the event that certain features of the construcction are not fully shown on the drawings, current D. Bolts in Wood Framing:
national, state and local codes, ordinances, regulations our agreements as well as current acceptable building t All bolts in wood framing shag be standard machine bolts with standard malleable ion washers or steel plate t less oche Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30# asphalt saturated felt underiayment ~ f- ~
practices shag govern, and their construction shag be of the same character as for similar conditions that are washers. artless otherwise noted. Install according to manufacturer's instructions.
2 Steel plate washer sizes shall be as follows: 2. Cedar Shakes: *2 grade red-label cedar shakes (18' 1 x .45'T7 over one layer 30+ a.s.f. umderlaymnent. Install with 4 N
shown dr noted. q 1/2' weather exposure. Apply an 18' wide strip of 30• a.s.f. over each course of shakes, 9' from bottom edge of shake A-5 GENERAL NOTES & DETAILS N
7. The Architect will not be responsible for and will not thave control over construction means, methods, a. V2' and 5/8'Diam. bolts - 2-1/4' s . x 5/16'
sp extending over top of shake and onto sheathing. Ln
techniques, sequences or procedures, or for safety ecmutions and programs n connection with the work, and b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'.
qu quen p y pr Pno9r 3. Eave Flashing See note B-4, below. r` E
3. Each bolt hole it wood shag be drilled 1/16' larger than diameter of bolt. � r o
will not be responsible for the failure of the Client or his; contractors, subcontractors, or anyone performing 4. For sill anchors, see typical details on architectural drawings. B. Flashina A 6/7 ELEVATIONS & LEGEND N M 0
any of the work, to carry out the work in accordance wvth the approved contract documents. t AN flashing, counter flashing, and coping when of metal shag be of not less than no. 26 U.S. gauge corrosion-resistant N >: o i t
8. Any and al drawings and specifications for sitework,iplumbitg supply or waste, electrical circuitry, and E Lag Bolts metal
heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services t Shag be of structural grade steel.
2. Flash all exterior openings and al building comers with approve(d material to extend at least 4' behind wall covering. Q W N N m
2 Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shal be minimum 2/3 A V/�J A I R SEALING DETAILS provided to the Client by the Architect unless included utrtder their agreement. Any discrepancies with these Cover all exposed plywood at building comers with waterproof building paper. V a
documents by any of the above listed services as shown in documents prepared by others should be indicated depth of members being bolted together. _ Z Q -;:�
F. Alterna Structural Members: 3. Step flash at all roof to wag conditions. Flash and caulk woodl beams and other projections through exterior wags or O
in writing to the Architect immediately. roof surfaces.
9. Prior to application for building permits, the Contractor, will furnish the Architect with two sets of shop 1.No structural member shag be omitted notched, cut, blocked out or relocated without prior approval by the w w `°`�
drawings of all prefabricated components, one set to be retained b Architect, the other set to be returned to Architect. Do not alter sizes of members noted without approval of Architect. 4. Eave flashing shag consist of two layers of Inc es.i ide th edi together it addition to regaled nailing from the edge C- O O HELICAL PILE AND GRADE BEAM LAYOUT
p pone Y of the eave uP the roof to overlay a poet 24 inches aside the interior wall line of the balding v
contractor after review. Items requiring shop drawings knclude but are not limited to roof trusses, floor G. Bolt-tlo Beams: o. o
1. Built-up beams or joists formed by a multiple of 2 x members shag be interconnected as folows: C. Attic Ventilation: Q a
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trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be t Enclosed attic truss spaces and enclosed roof rafters shall havre cross ventilation for separate space with screened c N
modified construction from previously approved shop drawings, the Architect shag be furnished, prior a. Members 9-V4'and less n depth- glue and internal w/2 rows 16D nails at 12' o.c. staggered.
daring rx Y PP 9 P ventilating openings protected against the entrance of es and and rain n accordance with the WFCM, and for S-2 0 0 HELICAL PILE AND GRADE BEAM DETAILS to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with 1/2' diameter machine belts at latest edition (as applicable) and all state and local codes and acnances. See details on architectural plans for �
above information, the client shall defend,indemnify, and hold harmless the Architect from any claim or suite 24' o.c. staggered
locations and details.
whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have H. Cutting of Beams.Joist and Rafters: W
arisen from prefabricated items. 1 Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DMSION 8-DOORS AND WPOOWiS
10. The conditions and assumptions stated in these speccifications shag be verified by the contractor for the member and shag not be located in the middle of V3 of the span Notch depth of the ends at the member shag not •
conformance to local codes and conditions. in the event of a discrepancy between theses specifications and A General ® t 1
eP Y Pe exceed 1/4 the depth of the member. Holes bored or out into joist shaft not be loser than 2 itches to the tip or bottom t Windows n buildings located n wind-borne debris regions (130 migh wind zone or with�t one mule of the ocean.bay V
local codes or conditions, the contractor shag notify the, Architect n writing of the discrepancy and special of the joists and the diameter of the hole shag not exceed 1/3 the depth of the joist. The tension side of beams, joists and sound) shag have glazed openings protected from wind-borne) debris or the building shall be designed as a partially PLOT PLAN •
engineering requirements shag be applied to insure the bouildng's structural integrity. and rafters of 4 inches or greater nominal thickness shag not be notched, except at ends of members. enclosed building n accordance with the 2020 RCNYS. Glazed opeenng protection for wind-home debris shag meet the I'
1t These requirements may be superseded by more strirngent information contained within I. Pipes in Stud bearing Nails or Shear Nails: requirements of the Large Missile Test of ASTM E 1996 and of ASSTM E 1886. i M
the drawings. The more stringent shag be followed. 1. Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the stud. Exception: �y `�
12 Sol conditions shag conform to or exceed the followiring conditions: J. Bridging and Blocking: Wood structural panels with a minimum thickness of 7/16 inch(1t11 mm) and a maximum span of not more than 8 feet I A V
Bearing Capacity:Mn. 2000 psf. field verified under all ftootings and reinforced slabs. t There shag be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The (2438 mm) shag be permitted for opening protection. Panels shall the precut and attached to the framing surrounding W
Water Table: Main. 2'-0' below bottom of al concrete sl;labs and footings. Footings, foundations, wags, and bridging shall consist of not less than one by three inch timber double nailed at each end or of equivalent metal the opening containing the product with the glazed opening. Panels shall be predri1led as required for the anchorage � � L
slabs shag not be placed on or in Marine Clay, Peat ancd other organic materials. bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not method and shag be seared with the attachment hardware provkded. Attachments shag be designed to resist the • • <, I-
13. Live Loads: Roof: 20psf. Floor. 40psf (except sleeeping rooms: 30psf). Exterior Balconies- 40psf. Stairs: exceed twelve inches nominal. Block solid at al bearing supports where adequate lateral support is not otherwise component and cladding loads determined in accordance with eitheer Table R30120 or ASCE 7, with the permanent W.%
40psf. Wind Load 15psf. Garage: 50psf. Maximum fou indatiot lateral pressure.- 40psf. Dead Loads: 10psf. provided. Block al stud wags at maxim m intervals of eight feet with minimum of 2 x solid material with tight joints. corrosion-resistant attachment htardware provided and anchors permrtanently nstaled on the building. Attachment in i �'" `�"
Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrals 200psf. Provide 2 x frestops at mid-pant vertically of stud wall. Bridging as required by floor truss manufacturer's printed accordance with Table R301.212 is permitted for buildings with a rmean roof height of 45 feet (13 728 mum) or less �i i i
14. Bottom of footings shag extend below frost line of the locait and rrthimum 3'-0' below exist grade to P g CANAL n�
Y n9 J instructions. where the ultimate design wind speed, Vult, is 180 mph (290 kph) or less. I�r
undisturbed soil or soil compacted to 95 % dry density having a load carrying capacity as specified in Note 12 o r u r o r n � X
as verified by a soils engineer licensed in the locality where project is being bolt. � 2. All windows shag have insulating glass, or single glass with storrm windows or equal. Sizes indicated on plans are N2 Ili I O E __ __ -- 115.4a S25 16 IOW 1"
engine Y pr 1 �9 K. Lintel Schedu lta nominal only. Builder to consult with window manufacturer to deterr•mti ie exact sizes,rough opening, etc. At least one -
15. AN foundation wag backfl under slabs where distance from edge of wag to edge of undisturbed soil t Unless otherwise shown, provide 1 Intel with 6' mninum bearing for each 4' of wall thickness. window from each bedroom area shall hhave a net clear opening rarer of 5.7 Ft. ( ode floor below ode floor 5.0 S
exceeds 16% but less than 4'-0% shall consist of dean, (porous, soil compacted •n 6' layers to 95% cry density 2. Lintel Schedule: oP g S4 r 50�.5
or provide *4 rebar at 2'-0' o.c., 1'-0' beyond eel of undisturbed soil and T-0' into foundation wall Sq. Ft.) with a net clear height of 24', a net tear opening width cot 20', and a sill height of 44' or less above the floor PLOT PLAN INFORMATION
P Y 9e Span: Size of Member for egress purposes. Glazing in doors and fixed glazed panels •rrimediately adjacent to doors or within 19' of the floor, I %Qo
16. Free draining granular backfl (SM or better) shall be used against foundation wags consistent with the Up to 4'-0' 3 V2 x 3 V2 x 1/2 or 2-2x6 TAKEN FROM SURVEY BY, 1 BULKHEAD -
architectural plans and related details. Equivalent fluid prressure of backfl not to exceed 40pcf (pounds per 4'-T to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 which may n subject frequent and recurrent accidental htumann impact shag be tempered as per WFCW and RCNYS KENNETH M WOYCHUK LAND SURVEYING, PLLG d' N
cubic foot). If backfl pressures exceed 40pcf, then warts must be designed for actual pressures by a S-T to 6'-0' 5 x 3 112 x 5/16 or 2-2x10 and state and local codes and ordinances.
DATED, JANUARY 15, 2025
registered Professional Engineer licensed n the locality where project is being built 6'-T to 8'-0' 6 x 3 112 x 3/8 or 2-2x12 DII4SiON 9-FWSFfS ZONE, R-40 - _ •
17. Unbalanced fl not to exceed T-0' unless otherwise noted and substantiated by engineering calculations. A. General #, 1
Backfill shag not be placed against wags until slabs-on-glrade and framed floors are n place and have reached L. wood: t All gypsum wallboard shag be installed n accordance with the porovisions of the WFCM, RCNYS and state and local ATM 1000-078.00-05.00-010.000 1 _W
design strength. Proper precautions shag be taken to brace foundation wags when backfling. Where t AN plywood shag be Doug fir or equal It shag be manufactured and graded n accordance with codes and ordinances (as applicable). V F OOD ZONE BO AR
backfl is required on both sides, backfl both sides sitrrWtaneously. U.S. Product Standard PS 1-09 Structural Plywood 2. Gypsum wallboard shag not be installed until weather protection i for the installation is provided. Storage should be n I d O
2.Each plywood sheet shall bear the 'APA' trademark accordance with manufacturer's instructions. I k EXIST
DIVISION 3-CONCRETE 3. AN end joints shall be staggered and shag butt along the center ines of framng members. 3. AN edges and ends of gypsum wallboard shag occur on the fraimng members except those edges which are ,J I a .0 2(0 ATTACHED
A. General: 4. The face grain of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. perpendicular to the framing members. AN edges of gypsum walb)oard shag be n moderate contact except in concealed EXIST SHED TO BE
I The concrete properties shag be as follows: 5. Nags shall be placed 3/8' mxurnun from the edge of the sheets. The minimum nail penetration ihto framing 2_STM• o
spaces where fire resistive construction is not required -�6 , u CONVERTED TO
Item Min. Comp. Strength Min. Aaarggate size Skin members shag be 1 V2' for 8d nags and 1 3/8' for 10d nags. Z Z
4. The sizes and spacing of fasteners shag comply with WFCM, FRCNYS and state and local codes and ordinances (as 1 f DWELLING d � LAUNDRY ROOM
® 28 Days (PSI)( 6. AN floors shag be nailed as per nailing schedule. applicable). 1 Y Q I A (0-
. A�
Footings 3,000 1/2'-T 4' T ' 5. Provide moisture resistant drywal cement board at tubs and shhowers as shown on details n architectural drawings. J EXIST o 1Z\• NEW I-STY.
Slab-on-Grade 2,500 1/2'-T 4' V2' M. Comer Bracing U 'o
6. Fire-resistive construction: Garage ceilings and wags when adjaacent to a dweing unit shag be of rated construction < FLOOD DECK a ADDITION
Wags 3,000 1/2'-T 4' 1/2' i Unless otherwise noted, brace exterior comers of balding with 1 x 4 diagonals, let into studs, or with 4 x 8 y � :� „ k Q� �
pod sheet of thickness to match that of sheath' according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as LONE X 0- 2 NEW 2ND FL. w
Garage Slabs & exterior slabs 3,500 1/2'-T 4' 1' w/ 5% plywood nil, or with metal strap devices installed h accordance with indicated on the drawings. I to
air entrainment manufacturer's instructions (16 Ga. compression tension), or w/structural grade thermo-ply. I ( • lea ADDITION >
2. Concrete work shag conform to al requirements of Ala-318 specifications for structural concrete for buildings. 2 Lap plates at al comers.
3. AN reinforcement, anchor bolts, pipe sleeves and othear inserts shag be positively seared in place and N. Nal'nv pMSIOPI 15 _WECFIMiCAL
located according to the appropriate architectural drawings and details t All nailing shaft comply with nailing schedules in WFCM, and RCNYS (as applicable), latest edition and FLOOD N- W () t-
B. Reinforce Steel al state and local burl codes, or maufacturer's recommendations. A. Heating Ventilation and Ai Conditioning = 1 ZONE "AE-6 � ly
1 Reinforcing steel shag be intermediate grade new blett deformed bars grade 60 conforming to ASTM & FLOOD ZONE RY Q 2 =
• egulations of the governing agencies. 1 �_ - - 6
gr 9r �n9 O. Fire Stopping: � - - �
2. Mechanical subcontractor to submit shop drawings indicating duuct layouts, condenser location, duct sizes, etc. to EXIST ~
615. Welded wire fabric shah conform to ASTM C-933.. See architectural drawings for sizes and (cations. t Fre stopping shall be provided to cut off all concealed draft openings (both vertical and hor¢ontaD with 2' °p g Y _� � - - - ll1
- - - - - - - - - -- - - - - - -
w i i
2. Detailing, fabricating and placing of reinforcement shagg be n accordance with ACI-332 Residential Code Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any SHED tU W I) Z
nominal lumber or 2 thicknesses of T nominal timber with broken lap joints or other approved material � � Z
mechanical and structural and design intent conflicts prior to consttructkn - X- N w
Reiguiements for Structural Concret P. N rafters
3. AN work shag be done n a neat and workmanlike mariner and ;so as to not needlessly hamper that portion of the work �1 i2.2 q
1 AN rafters and joists framing from opposite sides shag lap at least six (3) inches and be Haled together with T 1 I �p
Plumbing-
n b others.
3. AD reinforcing bars which intercept perpendicular elemnents shag terminate in hooks,placed two (2) inches min (3) 10d face nags. performed nq Y � m � 1 � �l >„
clear from outer face of element. 2 When framing end to end joists shag be secured together by metal straps. Z i
4. The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. 0. Partitions: t AN wok shall be n fug accordance with all anent codes and rdegilations of governing agencies. -- --�--- - I �i j�I��"AM S B E R - ~ -
2 AN work shaft be done in a neat and workmanlike mariner and:so as to not needlessly hamper that potion of the work o r rr 1 DR Y IG, ,^ J 17-
No concrete shall be poured into footings containing stranding water or mud Footings shag be dewatered 1 General: 525 Ili IO 107. m J Z)
prior to placement of concrete. No concrete shag be pplaced until air reinforcing has been installed by the a.Provide sold blocking at 4'-0' oc. between the joist and first interior parallel joist. Performed by others. (I ,t U) = o
contractor and inspected by the building official or cotmlty approved licensed inspects. b. Spices of the t and bottom portion of cable t 3. Plumbing subcontractor to review structural and mechanical drarwngs and notify the Architect of any plumbing, 1 QI o
Spi op p op plates must be staggered a minimum of 4'-O'. HVAC, structural and design intent conflicts prior to construction
5. Mnimum protective cover for reinforcing steel shall bee as follows: c. Spices shag occur onlydrectl over studs. I o r rr y PLOT FLAN N64 43 50 H Q) < �
a. Footings: 3' d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer DIVISION 16-ELECTRICAL i �
b. Beams and columns: 2' licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to 25.00 -- T
It
c. Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) Architect for approval prior to construction. 1. AN work shall be in full accordance with al current codes 525 016 r 10"H '75.00 r N
d. Wags - 1 114' at interior face: 3' at exterior face.. e. Lap top plates at corners and intersections. and shag comply with the requirements of the serving SCALE: I°=50' d
C. Foundation: 2. Bearing Wags supporting one floor or more: power and telephone companies. i 10
1. Footing depths are shown on the architectural drawings. Footings shag bear a minimum of T-0'into a. Partitions must be constructed of minim m 2 x 4 studs spaced 16' o.c. of type kmber specified. 2. AN work shag be done in neat and workmanlike mariner Q
original undisturbed soil and a mtinimdm of 3'-0' below frnished grade. Where required, step footings to ratio and so as to not needlessly hamper that portion of the wok :6
b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shag be p ee Y performed b others. 0
of 2 horizontal to 1 vertical. centered directly over and below bearing wall studs with a tolerance of no more than 1' unless substantiated by E
2 Where conditions develop requiring changes in excavation, such changes shag be made as directed by the 3. Installation: ca
Architect. engineering calculations. gyp nil y a. AN equipment installed outdoor and exposed to weather SITE INFO . LOCATIOA rn uc.Bearn stud wags must be sheathed with a rninirn m 1/2' sum board fastened accord to dr wag S 03. Afl footing excavations shag be ihspected by the luildng official or camty approved inspector prior to the shag be weatherproof. a:
manufacturer recommendation, 3
placing of any concrete. Same shag be given forty-eigght (48) hours notice for this observation. b. Bottom of receptacles and switches shag be located 5'
R. Wood Roof Trusses: above canter t unless otherwise noted on drawin s
4. Sol investigation and report: AN earth work, compaction and supervisions shall be done according to the t Timber trusses shag be designed in accordance with accepted engineering practices. Calculations. joint strength information g o.
recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab p 9 g ) g c. Receptacles shall be installed vertically at 12' above fresh
and footing calculations are based on a 2,000 psf vakxe. If on-site test boring indicate lesser values, notify (allowable load per square inch or per nal, allowable edge distance, allowable end distances) load test data and other floor and 12'-0' o.c. horizontally. Ai receptacles within
Architect, n writing, y information as necessary shag be submitted to local authorities for approval prior to fabrication. Each truss shag be 6'-0' horizontally of a sink lavatory or tub shaft be wired to a �%0 Jockey Creek Dr Date Revision/Issue
tag, so that necessary structural modifications can be made. SITE INFORMATION iy. - r
5. Slab-on-grade shag be 4' thick reinforced with 6 x 6i W1.4 x W14 WWF and shag be placed on 6 mhi. secured at bearing with one 'rafter tie' metal type anchor at each end. ground fault interrupted circuit. Pond urn
vapor barrier on 4' crushed stone. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to Include this d Wall switches to be 48' above floor. REQ'D PROV'D doe wet 2 � &/7/25 ISSUED FOR PERMIT
information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a e. AN smoke detectors to be wired in a manner such that the
6. Slab-on-grade at porches shall be 4' thick unless otherwise noted. ® `� 5 8/21/25 REV I AS PER OWNER
7. Install anchor straps as per mf . recommendations: 112' from corners and intervals of not more than 16' o.c_ scissors truss connector,'Simpson' or approved equal, at the other end to tie down the truss while permitting the activation of one b means of metal horn ers.wl activate al. c c a Cosner r a
P P g Y g F.Y. SETBACK 50.0 66.3 ct0�� x £Pd
truss to move outward without deflecting the wall. Ciearview �
Minimum embedment for anchors shag be a minimum of 7' into concrete. q & arish iDr q//12/25 REV 2 A5 PER OWNER
3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shaft verify all spans,
8. Beam pockets shag be formed into concrete wags to provide a continuous level flat sold bearing surface R.Y. SETBACK 50.0' 42.1� `" .
dimensions, heal heights,pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout I d � • q/26/25 REV 3 A5 PER OWNER
for al beams. GENERAL NOTE: , R `''or tq B
plan, each sealed by a professional engineer registered it the jurisdiction where the construction is taking place, to S.Y. SETBACK 15.0 20.8
DIVISION 6-VV" Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. THESE GONST. DOGS COMPLY WITH o V,�4 Ave F
A. Lumber Grade: 4. Truss shop drawings indicating calculations,loading, bad test data, horizontal thrust and any other information • 2020 RESIDENTIAL GORE OF NEW 'PORK STATE TOTAL 51DES 35.0' 62:'i' by a c+e„r, QD 0 n I M Drawn By:
1. Al lumber shag be, unless otherwise noted, No. 2 gradle. Douglas Fir-Larch with the folowng minimum structural values. required shag be sealed by a professional engineer registered n the jurisdiction where construction is taking place and • 2020 ENERGY CONSERVATION COIDE OF NEW YORK STATE , )° ok N i ° a D5
Grading shag comply with PS 20-05 ' American Softwood Lumber Standard ' and applicable Western Wood Products be submitted to building officials prior to fabrication. • DESIGN REFERENCED STANDARD 2?015 WFCM MAX HEIGHT 55.00 24.011 ye wamsbykesidem x
Association standards. 5. Store trusses above grade on wood sticking n such a way to prevent bending, w or deflection of trusses. +0o hold,WWilhoffst„9 a
9r 9 � Y P 9 arPn9 - PRESCRIPTIVE DESIGN sK,trwid,r�v„9„
a. Extreme fiber bending stress: 6. Roof Truss Bracing Instal permanent bracing for al wood roof trusses as specified below. Follow al ZONING CODE OF THE TOWN OF 50PUTHOLD LOT SIZE 40,000 S.F. 23,3CM S.F. twa�� - Rd err 5 Project#
Size Repetitive Member EXISTING BUILDINGS ADDITIONS OR recommendations specified n Buldina Component Safety Information Guide to Good Practice for Handling. Installing. Restranng . NFPA 70 STANDARD LOT SIZE (NO WATER) - Iq,"136 S.F. � _>e Q
2 x 12 1005 PSI s 'eeyvKw ii 25-025 t-
ALTERATIONS NOTE: & Bracing of Metal Plate Connected Wood Trusses BCSI-2013 published by the Structural Building Components Association ! Qc
2 x 10 1105 PSI a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should EXIST. 15T FLOOR - 1,005 S.F. _ - "all) 4 ` n
2 x 8 1210 PSI % tart,rsiar,, $ay„
2 x 6 1310 PSI ADDITIONS TO AN EXISTING BUILDING adequately brace the top chord plan However, when gable end trusses are used, continuous 2 x 4 braces should be - C <y '.wRd Scale u,
installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end: midspan ENERGY CODE GOMPLIANCE STATEMEN'IT: EXIST. 2ND FLOOR ((-118 S.F)) 4b
SHALL COMPLY TO THE PROVISIONS fi r..}x,9 a
b. Horizontal Shear: Fv = 75 PSI w wahe.s
between roof center-line and wall on each side of center-fine and at center line of roof. TO THE BEST OF MY KNOWLEDGE BELIEF AND � �t5 NOTED �
c. Compression perpendicular to gin: FcL = 405 PSI OF SECTION NI108 (R502) IN b. Web Member Plane: Provide continuous 2 x 4 braces at 45d angle from the bottom chord of the truss. This brace EXIST. DECK - bci4 S.F.
p PAP PROFESSIONAL JUDGEMENT THESE GOWSTRUGTON "
d. Compression parallel to grain. Fc - 875 PSI ACCORDANCE WITH THE 2020 should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nal this brace to al members it ' _ , n+v, Sy a
e. Modulus of elasticity: E = 1,600,000 PSI R.G.N.Y.S. DOCUMENTS ARE IN COMPLIANCE WITH 'THE 2020 EXIST. ATTACHED SHED 61 S.F. dZ� _f3 Date
Dosses. Instal this bracing at ail able or end wag conditions and at 14 foot rninimurm intervals throughout the truss 3
f. Moisture content: 19 % maximum. system. g g ENERGY GONSERVATI ON CODE OF NEW I YORK STATE. _ _ m
ALTERATIONS TO AN EXISTING EXIST. SHED 100 S.F. n� 4/15/25
BUILDING SHALL COMPLY TO THE NEW I-STY. ADDTION - 255 S.F. - i&
PROVISIONS OF SECTION NIIOq (R503) _
IN ACCORDANCE WITH THE 2020 NEW 2ND FL. ADDITION ((q9 S.FJ) Sheet#
1.00 m N
R.G.N.Y.S. TOTAL 4,61Cl/4,0265.F. 2,101 S.F. Ln
4
03
LOT COVERAGE 20.0 % CLO % 7=3 1 '.1MZ3
. .
� 0
LOT COV. (NO WATER) 20.0 10.6 %
,r
Ik
c
. s
3
Y
m
.
1. r. - I .
i
TABLE R602.30)
FASTENING SCHEDULE `��oaE �b0�
DESCRIPTION OF BUILDING NUMBER AND SPACING AND
ITEM abr- FLOOR
ELEMENTS TYPE OF FASTENER LOCATION 4-95d BOX (2-I/2"xo.113"); OR
3-8d COMMON (2-1/2"xO.131")• OR
ROOF 21 JOIST TO SILL, TOP PLATE OR ORDERw w
3-I0d BOX (3"x0.128"); OR
TOE NAIL �'ieJ DHl �P�
4-8d F30X (2-1/2"xO.113") OR 3-3"xO.131" NAILS
BLOCKING BETWEEN GEILIN6 JOISTS 3-8d 60MMON (2-1/2"xO.131"); OR TOE NAIL 8d BOX (2-1/2"xO.113") 4" O.G. TOE NAIL
OR RAFTERS TO TOP PLATE 3-I0d BOX (3"xO.128"); OR RIM JOIST, BAND JOIST OR BLOCKING
3-3"xCO.131" NAILS 22 TO SILL OR TOP PLATE (ROOF 8d COMMON (2-1/2"xO.1319; OR _
4-9>d IBOX (2-1/2NO.1159; OR APPLICATIONS ALSO) IOd BOX (3NO.I289; OR b" O.G. TOE NAIL W W to a `a- z '
O � U Oa -
t CEILING JOIST TO TOP PLATE 3-8d (COMMON (2-I/2�"x0.131"); OR PER JOIST, TOE NAIL 3"x0.131" NAILS w 0 25 w o 0= w 0,
3-I0d BOX (3 x0.128 ); OR 3-8d BOX (2-1/2"xO.113"); OR
3-3"x0.131" NAILS 23 IN&" SUBFLOOR OR LESS TO EACH 2-8d COMMON (2-1/2"xO.131"); OR nQ. z m � v z = o m O off
G G JOIST NOTATTACHED TO JOIST 3-I0d BOX (3"xO.128"); OR FAGS NAIL W c) O W af a O a z x z v
4-I0d BOX (2-1/2 xO.128 ); OR W W F- n. a m W W W I- W W
PARALLEL RAFTER, LAPS OVER 2 STAPLES, I GROWN, 16ga., 1-3/4 LONG a O' z O W O a l -
3 3-I6d GOMMON (3-1/2 x0.162 ); OR FACE NAIL W IR z
PARTITIONS (SEE SECTION R&02.4.2. 4-3"xC�.131" NAILS O a � a O Z N O V O O V
TABLE R301 .2. 1 .2 HOOD STRUCTURAL PANELS WITH A THIGKNES5 OF AND TABLE R802.5.2) FLOOR z 2 W _ m W p z 0 t Z <
JOISTATTACHEDTO � LLF- I- 00Ww0_ Cnmwa
WIND-BORNE DEBRIS PROTECTION FASTENING NOT LESS THAN 7i(6 INGH (I I MM) AND A SPAN OF PARALLEL RAFTER (HEEL JOINT) (SEE 3-16d BOX (3-1/2"xO.135")• OR z o
SCHEDULE FOR WOOD STTRUCTURAL PANELS NOT MORE THAN 8 FEET (2438 MM) SHALL BE 4 SECTION R802.5.2 AND TABLE TABLE R802.5.2 FAGS NAIL 24 2" SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON (3-I/2"x0.162") BLIND AND FAGS NAIL IL Z a co 2 a w a 3
ap abed PERMITTED FOR OPENING PROTECTION. PANELS R802.5.2) 2" PLANKS (PLANK $ BEAM-FLOOR $ 3-16d BOX (3-1/2"xO.1359; OR AT EACH BEARING, FACE _ CO) = z =Dt-a O
FASTEI�IER SPACING (INCHES) 25
SHALL BE PREGUT AND ATTAGHED TO THE COLLAR TIE TO RAFTERM FACE NAIL 4-I0d BOX (3"xO.128"); OR FLOOR) 2-16d COMMON (3-1/2"xO.1629 NAIL ~ ~ ~
FASTENERTYPE PANELSPAN 4FEET 6FEET 5 OR 1-1/4"x20 GA RIDGE STRAP TO 3-16d COMMON (3"xO.148"); OR FACE NAIL EACH RAFTER
<PANEL SPAN <PANEL SPAN FRAMING SURROUNDING THE OPENING GONTA I N I NG
<4FEET RAFTER 4-3"xCO.131" NAILS 3-I6d BOX (3-I/2"x0.162")
<6FEET <8 FEET THE PRODUCT H1 TH THE GLAZED OPENING. PANELS
i 26 BAND OR RIM JOIST TO JOIST 4-10 BOX (3"x0.128"), OR AT EACH BEARING, FAGS o N
8 WOOD SCREW SHALL BE PREDRILLED AS REQUIRED FOR THE 3-16d BOX (3-1/2"xO.I35"); OR 2 TOE NAILS ON ONE SIDE 4-3"xO.131" NAILS; OR NAIL C" ti
BASED ANCHOR 3-I0d COMMON NAILS (3"xO.148")• OR AND I TOE NAIL ON 4-3"A4 GA. STAPLES 7/16" GROWN H r o
ANGHORAGE METHOD AND SHALL BE SECURED 6 RAFTER OR ROOF TRUSS TO PLATE , N M 0
NAIL EACH LATER AS r '_
HITH 2"EMBEDMENT I6 10 8 HITH THE ATTACHMENT HARDWARE PROVIDED. 4-IOd BOX (3"x0.128"); OR OPPOSITE SIDE OF EACH N N
4-3"xCO.131" NAILS RAFTER OR TRUSS 20d COMMON (4"xO.la2"); OR „ w z N cc
ENGTH ATTAGHMENTS SHALL BE DESIGNED TO RESIST OLLOWS: 32 O.G. AT TO 11-ti ti a
4-16d BOX (3-1/2"xO.135"); OR AND BOTTOM STA66ERED Q L) N N Co
10 WOOD SCREW THE GOMPONENT AND GLADD I NG LOADS - 93
-
3-IOd COMMON NAILS (3"x0.148"); OR TOE NAIL BUILT-UP GIRDERS AND BEAMS, IOd BOX (3 xO.128 ); OR z a
BASED ANCHOR �� �� 24" O.G. FAGS 1NAIL AT O m M M ~
I TH 2 I b 12 Cl DETERMINED IN AGGORDANGE HI TH EITHER TABLE 4-I0d BOX (3 xO.128 ); OR 27
EMBEDMENT R301.2(2) OR ASGE �1, WITH THE PERMANENT ROOF RAFTERS TO RIDGE, VALLEY 4-3"xCJ.131" NAILS 2-INGH LUMBER LAYERS 3 xO.131 NAILS TOP AND BOTTOM ON J � o
OPPOSITE SIDESa �LENGTH 7 OR HIP RAFTERS OR ROOF RAFTER IL m
" LAG SCREW GORRO510N-RESI5TANT ATTACHMENT HARDWARE 3-16d BOX (3-1/2"xO.135"); OR AND: a 5
TO MINIMUM 2 RIDGE BEAM
BASED ANCHOR PROVIDED AND ANCHORS PERMANENTLY 2-I6d COMMON NAILS (3-1/2"xO.1629; OR 2-20d COMMON (4"xO.la2"); OR FACE NAIL AT E�N05 AND c CO)
" EMBEDMENT I6 Ib I6 INSTALLED ON THE BUILDING. ATTACHMENT IN 3-I0d BOX (3"xO.128"); OR END NAIL 3-I0d BOX (3"xO.128"); OR AT EACH 5PILIGE to
3-3"xCO.131" NAILS 3-3"xO.131" NAILES
ENOTH AGGORDANGE WITH TABLE R301.2.1.2 15 4-I6d BOX (3-1/2NO.135"); OR W
PERMITTED FOR BUILDINGS WITH A MEAN ROOF WALL 28 BUILT-UP 61RDER5 AND BEAMS, 3-I6d COMMON (3-1/2NO.128")L OR AT EAGH JOIST OR
FOR 51, 1 ING4=25.4mm,I FOOT=304bmm,I P?OUNT=4.445N,I MILE PER HOUR =0.44 (od BOX )3"x0.128"); OR RAFTER, FACE NAIL
a.THIS TABLE IS BASED ON 1&0 MPH ULTIMATE DESIGN WIND SPEEDS Vult AND A 45-FOOR HEIGHT OF 45 FEET (15 -125 MM) OR LE55 WHERE
MEAN ROOF HEIGHT THE ULTIMATE DESIGN HIND SPEED, VULT, 15 180 I6d BOX (3-1/2NO.162") 24" O.G. FAGS NAIL 4-3"xO.131" NAILS 00
b.FASTENERS SHALL BE INSTALLED AT OPPr051N6 ENDS POF THE WOOD STRUCTURAL PANEL. STUD TO STUD (NOT BRACED WALL •
FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE PANEL. 8 2-IOd BOX 0"x0.128") OR 2-8d
c.ANCHORS SHALL PENETRATE THROUGH THOE EXTERIOR WALL GOVERIN6 WITH AN MPH (2c10 KPH) OR LE55. PANELS) IOd BOX (3"xO.1259; OR „ �� ��� EACH END, TOE NAIL
EMBEDMENT LENGTH OF NOT LE55 THAN 22 INCHES INTO THE BUILDING FRAME. 3"XO.1;3I" NAILS 16 O.G. FACE NAIL 2cl BRIDGING OR BLOCKING TO JOIST COMMON (2-1/2 x0.131 ; OR 2-3 x0.131 )
FASTENERS SHALL BE LOCATED NOT LES55 THAN�i INCHES FROM THE EDGE OF
CONCRETE BLOCK OR CONCRETE. NAILS
d.PANELS ATTACHED TO MASONRY OR MA53ONRY/STUCCO SHALL BE ATTAGHIN&U51N6 TABLE R301 .7 I6d BOX (3-1/2"xO.135"); OR U
VIBRATION-RE515TANT ANCHORS HAVIN6,AN ULTIMATE WITHDRAWAL CAPACITY OF NOT u u 24" O.G. FACE NAIL
LE55 THAN 1,500 POUNDS. ALLOWABLE DEFLECTION OF STUD TO STUD (NOT BRACED WALL 3 xO.131 NAILS apF SPACE OF FA5-TENER5
STRUCTURAL MEMBERS b` Cl PANELS) Ibd COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER INTERMEDIATE wow
rryow ALLOWABLE (INCHES)
h 5UPPORTSGje 3:
STRUCTURAL MEMBER INCHES)DEFLECTION Ibd COMMON (3-I/2"x0.162") 16" O.G. EACH EDGE FAGS (INCHES) 0 U
BUILT-UP HEADER (2" TO 2" HEADER NAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FlT"AMING
RAFTERS HAVING SLOPES GREATER THAN 10 WITH 1/2" SPACER „ 16" O.G. EACH EDGE FAGS AND PARTICLEBOAD WALL SHEATHING TO FRAMING
TABLE R301 .5 3:12 WITH FINISHED GEILIN6 NOT L/180 I6d BOX (3-I/2 x0.135 )
MINIMUM UNIFORMLY5-8d [BOX (2-1/2
ATTACHED TO RAFTERS NAIL bd GOMMIN (2"x0.113") NAIL
"x0.1139; OR (SUBFLOOR, WALL),
DISTUBUTED LIIVE LOADS INTERIOR WALLS AND PARTITIONS H/180 II CONTINUOUS HEADER TO STUD 4-Sd (COMMON (2-1/2NO.1319; OR TOE NAIL 30 3/8"-I/2" 8d COMMON (2-1/2"xO.131") NAIL 6 12f
(IN POUNDS PER SQUARE FOOT) 4-I0d BOX (3"xO.128")
ROOF; OR RSR-OI (2-3/8"x0.113") NAIL
FLOORS L/360
(ROOF),
USE LIVE LOAD I6d COMMON (3-1/2"x0.162") 16" O.G. FACE NAIL
CEILINGS WITH BRITTLE FINISHES „ 8d COMMON NAILS (2-1/2"x0.131"); OR f
UNINHABITABLE ATTIG5 10 Z b L/360 12 TOP PLATE TO TOP PLATE „ 31 IQ/16 -I„ „ b 12
� (INGLUDIN6 PLASTER AND STUCCO IOd BOX3 x0.128 ; OR 12" O.G. FAGS NAIL RSR-OI (2-I/2 x0.131 ) DEFORMED NAIL
WITHOUT STORAGE
� UNINHABITABLE ATTICS WITHMb9 3"x0.1;31" NAILS
IOd COMMON (3"xO.148") NAIL; OR
20 GEILINOS WITH FLEXIBLE FINISHES L/240 32 I-I/8"-I-I/4" Sd (2-1/2"xO.151") DEFORMED NAIL b 12
LIMITED STORAGE (INGLUDIN6 GYPSUM BOARD) 8-I6d COMMON (3-1/2"x0.162"); OR FACE NAIL ON EAGH SIDE
N HABITABLE ATTICS AND ATTFIGS 30 12-16d1 BOX (3-1/2"x0.135"); OR F END JOINT (MINIMUM 24' OTHER WALL SHEATHING'
N ALL OTHER STRUCTURAL MEMBERS L/240 13 DOUBLE TOP PLATE SPLICE LAP SPLIGE LENGTH EACH
SERVED WITH FIXED STAIRS 12-IOdi BOX (3"x0.128"); OR
e a 12-3"x(O.I31" NAILS SIDE OF END JOINT) 1-1/2" GALVANIZED ROOFING NAIL -7/16"
� BALCONIES (EXTERIOR) AND) DECKS 40 EXTERIOR WALLS - WIND LOADS WITH H/360 I/2" STRUCTURAL GELLULOSIG '
33 HEAD DIAMETER OR 1-1/4"x LONG I6 GA. 3 (�
PLASTER OR STUCCO FINISH FIBERBOARD SHEATHING STAPLE WITH 7/16" OR I" GROWN W
FIRE ESCAPES 40 RIM JOISTS, tiIbd COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL BOTTOM PLATE TO JOIST, I-3/4"GALVANIZED ROOFING NAIL 7/I6" �
GUARDS AND HANDRAILS' 200 EXTERIOR WALLS - WIND LOADS WITH 14 BAND JOIST OR BLOCKING (NOT AT I6d BOX (3-1/2NO.135"); OR 34 25/32" STRUCTURAL CELLULOSIC HEAD DIAMETER, OR 1-1/2"x LONG 16 GA. 3 6 Q W U..I
f OTHER BRITTLE FINISHES H/240 BRACED WALL PANELS) 12 O.G. FACE NAIL FIBERBOARD SHEATHING Z U }
1Z GUARD IN-FILL GOMPONENTS 50 3 xO.1'51 NAILS STAPLE WITH 7/I6 OR I GROWN _
u PASSENGER VEHICLE GARA(6E5a 5e EXTERIOR WALLS - WIND LOADS WITH d BOTTOM PLATE TO JOIST, RIM JOIST, 3-I6d BOX (3-1/2"x"); OR 3 EACH 16" O.G.FAGE NAIL d STAPLE
GALVANIZED ROOFING NAIL; V W 0 -
< FLEXIBLE FINISHES H/120 15 BAND JOIST OR BLOCKING (AT 2-I6d COMMON (3-1/2"x0.162"); OR 2 EACH 16" O.G. FACE NAIL 35 I/2" GYPSUM SHEATHING STAPLE GALVANIZED, I-I/2" LONG; 7 7 LJ Q
ROOMS OTHER THAN SLEEPIING ROOMS 40 „ 1-5/8" 5GREW5, TYPE W OR 5
BRACED WALL PANEL) 4-3 xC0.131 NAILS 4 EACH Ib O.G. FAGS NAIL Q
In SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER L/600 1-5/4" GALVANIZED ROOFING NAIL; Z
4-5d ]BOX (2-1/2"xO.113"); OR 36 5/5" GYPSUM SHEATHING' STAPLE GALVANIZED, 1-5/8" LONG; -T '7 __t Q� z
-1 STAIRS WALLS 5 Z
4p` 3-I6d BOX (3-I/2"x0.135"); OR I-5/8" SCREWS, TYPE W OR S .� w
CD
FOR SUBNOTE5 REFER TO THE 2020 RCNY5, FOR SUBNOTE5 REFER TO THE 2020 RGNYS 4-bd (COMMON (2-1/2"x.0.131"); OR TOE NAIL
4-10d I BOX (3"zO.128"); OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMIING Q
I- TABLE R301 .20) I6 TOP OR BOTTOM PLATE TO STUD 4-3"xC0.131" NAILS 0
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 6d DEFORMED (2"XO.120") NAIL; OR to
3-I6d BOX (3-1/2"x0.135")• OR 37 3/4" AND LESS 6 12 lU j -1 F-
' 8d COMMON (2-I/2"x0.131") NAIL �
2-I6d COMMON (3-1/2NO.162")• OR -1 -1
WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD 3-I0d I BOX (3 x.0.128 ); OR 8d DEFORMED (2-1/2 x0.131 ) NAIL; OR �
END NAIL - Q
GROUND SEISMIC WINTER ICE AIR MEAN �� �� „
SNOW' SPEED' OP G- P CIALL DESIGN a FROST LINE c DESIGN BARRIERh HAZARDS'FREEZING ANNUAL 3-3"xCO.131" NAILS 38 7/8 -I 8d GOMMON (2-1/2"x0.120") NAIL b 12 < ,�
(MPH) RAPHIC WIND DEBRIS CATEGORY WEATHERING b TERMITE TEMP REQUIRED INDEX TEMPI
LOAD k I m DEPTH IOd DEFORMED (3"x0.148") NAIL; OR ~ O
EFF CTS REGI NJ ONE 17 TOP PLATES, LAPS AT CORNERS AND 2_16d1BOMMON (3-1 2"xO.1.162"); OR FACE NAIL 8d GOMMO - �� b 12 U) It
I MILE GALL 39 I-I/8"-I-I/4" 11.J
INTERSECTIONS N (2 1/2 x0.120 ) NAIL (� U)
FROM BOF 3 FT. MODERATE SEE PLANS 3-3"xC0.131" NAILS
20 5f 130 VOLT NO NO B SEVERE YES 5�f9 51 a
p COAST BFG TO HEAVY BELOW EXAMINER 3-8d ,BOX (2-I/2„x0.113„)• OR FOR 51: 1 INCH = 25AMM, I FOOR = 304.8MM, I MILE PER HOUR = 0.448 M/5; I KSI = 6.8af5 MPA.
v
AND FI OFFICE a. NAILS ARE SMOOTH-COMMON BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING
MANUAL J DESIGN CRITERIA 2-8d 1GOMMON (2-1/2"xO.131"); OR
18 I BRACE TO EACH STUD AND PLATE FACE NAIL AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK
2-I0dI BOX (3"xO.128"); OR DIAMETER OF O.la2 INCH (200 COMMON NAIL) q0 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER E
INDOOR DESIGN HEATING 2 STA PLES I-3/4" 0
LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. az Z
ELEVATION HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE 3-bd 1BOX (2-1/2 xO.113 ), OR b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INGH ON DIAMETER GROWN WIDTH. c
° ° ° ° ° ° 2-bd iGOMMON (2-1/2NO.131"); OR c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR
105 FT 41 N 15 OF 86 F 1.00 70 F 75 F 55 F la I xb SHEATHING TO EACH BEARING 2-I0dI BOX (3NO.128"); OR FACE NAIL GREATER. r? _
COOLING WIND WIND OINCIDENT WINTER SUMMER 2 STA:tE5, I" GROWN, I6 O., 1-3/4" LONG d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY cl-FOOT PANELS SHALL BE APPLIED VERTIGALLY.
a.
TEMPERATURE VELOCI VELOCITY DAILY RANGE 3-8d ,BOX (2-1/2"xO.113")- OR e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2).
HUMID, HUMIDITY
DIFFERENCE HEATI11
NG COOLING WET BULB f. FOR WOOD 5TRUGTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE Date Revision/Issue
2-8d �GOMMON (2-I/2"x0.131")• OR
II°F , MPH, 7.5 MPH 72°F MEDIUM (M) 40gb 32 OR 50go RH 2-I0dI BOX (3"xO.128"); OR SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE 8/7/25 ISSUED FOR PERMIT
FOR 9I: I POUND PER SQUARE R.0479 kPa I MILE fPER HOUR=0.44im/s ULTIMATE DE51ON WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE
FOR SUBNOTES REFER TO THE 2 2020 020 RGNYS 3 STAPLES, I" GROWN, Ib a., I-3/4" LONG TABLE R402.2 INN' WIDER SHEATHING TO EACH DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH. 8/21/25 REV I AS PER OWNER
20 BEARING WIDER THAN I x8 FACE NAIL GYPSUM SHEATHING SHALL CONFORM TO ASTM GO% AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.
MINIMUM SPECIFIED, COMPRESSIVE STRENGTH OF CONCRETE 4-Sd 1 BOX (2-1/2"xO.113"); OR g' 4//22/25 REV 2 A5 PER OWNER
a - NOTES3-8d I COMMON (2-I/2"x0.131"); OR F�BERBOARD SHEATHING SHALL CONFORM TO ASTM G208.
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c) h. SF AGING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAM-PING q/2b/25 REV 3 A5 PER OWNER
3-IOd I BOX (5NO.128"); OR
TYPE OR LOCATIONS OF b MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING
CONCRETE CONSTRUCTION WEATHERING POTENTIAL 1) THE MECHANICAL SYSTEM SHALL 4 BE INSTALLED IN ACCORDANCE 5T*PLE5, I GROWN, 16ga., 1-5/4 LONG PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REGUIRED BLOGKIN6. BLOCKING OF Drawn By:
NEGLIGIBLE MODERATE SEVERE WITH CHAPTERS 12-24 OF THE ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT D�
WITH CHAPTERS
RGNY5 6) IN ACCORDANCE WITH SECTION R8C77.1, BUILDIIIN65 WITH AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR
BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500` COMBUSTIBLE GEILIN6 OR ROOF C:ON5TRUGTICON SHALL SOLID BLOGKIN6.
CONCRETE NOT EXPOSED TO THE WEATHER HAVE AN ATTIC, AC:GE55 OPENING TO ATTIC AREA5 THAT i. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, Project# d
2) THE PLUMBING SYSTEM SHALL BE HAVE A VERTICAL HEIGHT OF 30 INCHES (I622 MM) OR PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN o
INSTALLED IN ACCORDANCE WITH 25-025
BASEMENT SLABS AND INTERIOR 5LYABS ON 2,500 2,500 2,500` CHAPTER5 25-35 OF THE 2020 GREATER OVER AN AREA OF NOT LE55 THAN130 SQUARE AGGORDANGE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REGUIIRED.
GRADE, RGNYS. RSR5-OI IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPEGIFIGATIONS IN ASTM F1667.
EXCEPT GARAGE FLOOR SLABS FEET (2.8 M2). THE ROUGH-FRAMED OPENING .SHALL NOT J.
BASEMENT WALLS, FOUNDATION WALILS, EXTERIOR BE LE55 THAN 22"X30" AND SHALL BE LOGA7rED IN A FL Scale o
q) INSULATION MATERIALS SHALL EXHIBIT FLAK':
AND OTHER VERTICAL CONCRETE WORK 2,500 5,000 5,000' 3) ELECTRICAL EQUIPMENT AND WIRING HALLWAY OR OTHER LOCATION WITH READY fAC LE55. SPREAD INDEX NOT TO EXCEED 25 AND ASMOKE- AS NOTED ry
EXPOSED TO WEATHER SHALL BE INSTALLED IN ACCORDANCE DEVELOPED INDEX NOT TO EXCEED 450 WHERE
WITH CHAPTERS 34-43 OF THE 2020 7) IN ALL WALL, FLOOR AND ROOF/GEILIN6 3
ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE TESTED IN AGGORDANGE WITH ASTM E84 OR Ul_ 12) IN ACCORDANGE WITH SECTION R31a, APPROVED Date m
PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,000'�'f 3500'�f � S' SHALL COMPLY WITH THE VAPOR RETARDER 723 IN ACCORDANCE WITH SECTION R302.10. NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR 4/15/25.
TO THE WEATHER, AND GARAGE FLOOR SLABS REQUIREMENTS OF SECTION R702.f. ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE
FOR 51, I POUND PER SQUARE INCH = 6.895 kPa ri
4) ALL GLAZING IS TO COMPLY WITH SECTION R308. 10) INTERIOR WALL C:OVERIN6 SHALL BE INSTALLED IN
PLAINLY VISIBLE AND LE6IBLE FROM THE STREET
AC C,ORDANGE WITH SECTION R-102 AND EXTERIOR Sheet#
A.AT 2a DAY5 PSI. 5) IN AC.GORDANGE WITH SECTIONS R303:i AND R303 8 8) WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME OR ROAD FRONTING THE PROPERTY.
B.SEE TABLE R301.2(I)FOR WEATHERING POTENTIAL. SPREAD CLASSIFICATION OF NOT GREATER THAN WALL C.OVERIN6 SHALL BE INSTALLED IN ACCORDANCEC.CONCRETE IN THESE LOCATIONS THAT MAY BE 5U WI BJE(CT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE WITH SECTION R703. °
ACCORDANCE WITH FOOTNOTE D. PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, 200 AND A SMOKE-DEVELOPED INDEX OF NOT 13) 5TAIRWAY5 SHALL BE INSTALLED IN ACCORDANCE z 7
D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR GOMITENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN INGLUDIN6 LANDINGS AND TREADS. GREATER THAN 450 IN ACCORDANCE WITH SECTION i l) ASPHALT SHINGLES SHALL BE INSTALLED IN WITH SECTION R311.7 AND HANDRAILS SHALL BE y. '
t PERCENT. WITH SECTION R311.7.8.
E.SEE SECTION R402.2 FOR MAXIMUM GEMENTITIOUS MA R3O2A.
MATERIAL CONTENT. ACCORDANCE WITH SECTION Rc1O5.2. PROVIDED IN ACCORDANCE �
F.FOR 6ARA6E FLOORS WITH A STEEL TROWELED FINISiH,REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LE55 °1
THAN 3 PERCENT 15 PERMITTED IF THE SPECIFIED COh4PRE551VE 5TRENOTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN 4,000 P51.
m
i
L
Y
m
- _ I
i
NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER &O.H.GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �GORE �60
NOTE: (SEE FLOOR PLANS FOR LOCATIONS)
RIDGE �
��v� Q Z �' e';r Z
ALL STRAPPING TO BE 11/4'"X20 GAUGE STEEL OR BOARD SECOND FLOOR ATTACHMENT TYPICAL TYPICAL
'SIMPSON' EQUIVALENT - 0520 (COILED STRAP) SEE TABLE R301.2(I) SHT. N-I, u
ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL 5TUD5
ROOF (REQUIRED FOR ALL NEW CONSTRUCTION FOR WIND SPEED SPACING CORNERS d ,� gyp'`O
(ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. RAFTER AND SECOND FLOOR ADDITIONS) b . ,
25" (8' END ZONE) 6" MIN. 0H1
SPECIFICATIONS) ALL 5TRAIPPING TO BE 5PACED AT 16" O.G. 30" (INTERIOR ZONE) 12 MAX.
ALL CONNECTORS IN GONTA�CT W/ P.T. WOOD SHALL BE FINISHED IN
'ZMAX POT HOT-DP GALVAT,IIZED OR STAINLESS STEEL
COLLAR TIE @ 32" O.G. MAX. O O o v Z Z
L — _ _ — — WHEN RIDGE IS STRAPPED. ? Q O I- u a 0 a g
AT RAFTER TO RIDGE CONNECTION G.T. �16" O.G. WHEN NO "SIMPSON" HHDQII-5052.5 OR _� w v > w I.- w . v h _
STRAPPING IS USED. "SIMPSON" HDQB-SDS3 2-16d COMMON a m _ D m o � o
�O �y w F- U) L' a Fa
FOR RIDGE STRAP - 3-8d GOMMON NAILS OR _ a Cn m Z = 0 Ln O 0
3-10d BOX NAILS IN EA.
END OF STRAP. PLAN
NAILS 6" O.G.
FOR FULL LENGTH ° � � w � aQ � � WwEww
OF STUD
BLOCKING 6 W E M W I- 0 0 0 0 0
Z M W U
FOR ALT. COLLAR TIE - 10-I0d COMMON NAILS OR ROOF � ENDWALL �; � � � = m � � z o � Z a
SE-1�2d BOX NAILS IN EA. RAFTER ; � Q � � W ' o m W
o� w
J III
\ 3" 50. x I/4" WASHERS z z o w z cn z 0 � PO -
1
- - - - - - END NUT SETUP � NcanQa LLawU- a �
1U I= = cn 0 J0
CEILING DOUBLE SILL PLATE ON r- m I- I•- a
JOIST COPPER TERMITE SHIELD ICU
AT RAFTER TO TOP PLATE "SIMPSON" HHDQII-SD52.5 OR w/ SILL INSULATION
TO STUD CONNECTIION "SIMPSON" HDQS-SDS3 5/8" DIA. ANCHOR N �
1-1/4"x20 GA. cv ? BOLTS (TYP) ui E
HS BY "SIMPSON 5-I0d GCOMMON NAILS STL. STRAP OR '
FIRST FLOOR ATTACHMENT POURED CONCRETE e.. N >:
AT EA. E:ND OF STRAP "SIMPSON" G5-20 ALL STRAPPING, ANGHOR5, H40LO DOWNS, FOUNDATION WALL N
ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION w Z a
MANUFACTURES SPEGIFIGATICDN5. AND FIRST FLOOR ADDITIONS) d a 0 N N o
O L G M M ~
wwccoco 0
SECTION L n: U: o
NOTE: - z "SIMPSON" HHDQII-5052.5 NOTE: ° m
(2-5TY. STRUCTURES) OR 1) USE 5/5" DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO U)
FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR "51MP50N" 11008-5DS3 2-16d COMMON CONCRETE W/ 3" SQUARE x 1/4" WASHERS AND END NUT SETUP. to
J015T TO HEADER GONNECTIONS PROVIDE "SIMPSON" SHOE PL. (I-ST(. STRUCTURES ONLY) NAILS @ 6" O.G. 2) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED
"L55U210" ADJUSTABLE HANIGER. SUBFLR. FOR FULL LENGTH BY HOLD DOWNS FOR 5HEARWALL5.
BLOCKING OF STUD 3,) ONE ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MINIMUM TO
RIM JOIST FLOOR �
AT STUD TO FLOOR ASSEMBLY AT
ii 12" MAXIMUM FROM ENDS AND CORNERS.
JDIST
TO STUD CONNECTIION '
I J
(ONLY APPLICABLE FOR T1WO-STORY TOP PL.
s
CONFIGURATIONS) II a ° a SPLICING OF TOP PLATE '
FOR STRAP - 4-Sd COMMON NAILS a
AT EACH END OF STRAP "51MP5ON" cv � 4'. a a (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
MTS 16 - 7/5" DIA. THREADED ROD (11" DIA. FOR HH0011)
FOR ALTERNATE - 14-10d NAILS AT EA. STRAP, EMBEDDED 12-1/2" INTO GOPNGRETE W/ '51MP50N' IT
"SIMPSON" MT5 16 AS PERMANUF'R5 REQ'T5. ET (HIGH STRENGTH EPDXY ADHESIVE) $ FOR d TOP PLATE SPLICE TOP PLATE SPLICE
(TWO 5TRAP5 TOTAL) TEMPERATURES (O DEG. TO, 40 DEG F) USE REQUIREMENTS REQUIREMENTS O U
(MEETS OR EXCEEDS UPLIFT lo 1-1/4 x20 GA.
STL. STRAP OR 'S1MP50W AT (HIGH 5TREN&TH ACRYLIC ADHESIVE) ONE STORY SLAB ON GRADE ALL OTHER CASES 3
FOR SECOND - 5TRAPiPING TO OVERLAP "SIMPSON" G5-20
FLR. ADDITIONS FIRST 4 SECOND FLOOR - z BUILDING MINIMUMI BUILDING MINIMUM
STUDS BY MIN. 12" DIMENSION (FT.) SPLICE LENGTH DIMENSION (FT.) SPLICE LENGTH
SHOE PL. 12'-O" 3'-O" 12'-O" 2'-0"
NOTE: 5UBFLR. 16'-O" 4'-0" 116-0" 3'-0"
ALL CLIPS d STRAPS CAN 1BE MOUNTED RIM JOIST FLOOR 20'-O" 5'-0" 20'-O" 4'-0"
FROM EITHER ALL EXTERIOR OR ALL JOIST TYPICAL EXTERIOR WALL GON5T,
INTERIOR, BUT NOT A GOMBIINATION OF BOTH. 24'-OTT6'-O"
STUDS � IWALL TO SEE FLOOR PLANS 24'-OTT4'-0"
SILL PL. ALIGN w/ F.J. 3/4" SUB FLOOR GLUED 4 NAILED 28'-0' 7'-0" 28'-O" 5'-0"
AT STUD TO FLOOR ASSEMBLY 2x FL. JTS SEE PLANS
TO SILL PLATE CONINECTION BLOCKING 32'-o" 8'-01 32'-o" 6'-0"
a INSUL. A5 PER PLANS �}d .d 36'-O" "l'—O" 36'-O" 71_O11
FOR STRAP - 4-Sd COMMON NAILS
a STRAPPING: 40'-0" I I'-O" 40'-0"
AT EACH END OF STRAP ! e 4-I0d COMMON NAILS 501.011 13'-O" 50'-O" 10'-O"
WRAP 5TRAPPING UNDER 51L PLATE a @ EA. END OF STRAP
60'-O" I6'-O" 60'-O" 12'-0" W
70'-0 ' la'-O" 70'-O" 14'-0" 'z Q/ —
-I/4"x20 GA. SOFFIT MATERIAL AS PER ELEVATIONS ,� „
12 80 -O 22-0 80 -O I6-O 11.I W 0 �r
STL. STRAP OR MIN.
"SIMPSON" GS-20
AT STUD TO FLOOR ASSEMBLY - z STRAPPING: ..
cv � 4-I0d COMMON NAILS @ EA. END OF STRAP 4
SPLICE LENGTH N � � Z
TO SILL PLATE CONNECTION PLATE
OR MT512 CONNECTOR BY SIMPSON _ W �
IJ TABULATED SPLICE LENGTHS ASSUME TOP
NAILED AS PER MANUF'RS REG2'TS. PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS [Q Q PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL
(SLAB ON GRADE AND/OR!GARAGE WALL APPLICATIONS) TYPICAL EXTERIOR WALL GONST. SPACIN6 SHALL BE REDUCED IN ORDER TO PROVIDE O
FOR STRAP - 4-9d COMMON NAI sa
d ° d .' AN EQUIVALENT NUMBER OF NAILS.
AT EA�GH END OF STRAP SEE FLOOR PLANS 2)TABULATED SPLICE LEN6TH5 ASSUME A MEAN ROOF
HE16HT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 Z , J --�
WRAP STRAPPING UNDER SIL PLATE v < ' FFEET OR D LESS,THE MULTI BY VALUES
SHALL BE —I
RUM CANTILEVER DETAIL (TYP) ME K
� o
El — v l ull �
END VIEW SECTION
a
NAILING & STRAPPING AT E
QQ�� m
FLOOR VG ROOF INSTALL #10x2 " 08F BEAM BOTTOM EXTERIOR WINDOW/ DOOR HEADERS PLYWOOD LENGTH 3
DIAPHRAGM BRAKING STRONG-DRIVE@ SD OF LOWEST FASTENER (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
5GREW5 TO 51DE OF o
(REQUIRED FOR ALL NEW CONSTRUICTION AND/OR NEW ADDITIONS) THE BEAM SHOWN NAILING SCHEDULE 'B' : (2018 W.F .C.M.) RATIO LIMITS = H/L <_51/2
BEAM AND ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS A PLYWOOD NOT SHOWN Date Revision/Issue
COLUMN BY NOTATION FOR CLARITY 8/1/25 ISSUED FOR PERMIT
RIDE DE51ON R/ ROUGH A B C D E F SOLID BLOGKINC @
8/21/25 REV I AS PER OWNER
FLOOR PLANS) OPENING SEAMS
BLOCKING 2 BAYS � 2'-0" 2 (1) 2x4 I I I I � 9//22/25 REV 2 AS PER OWNER
BACK a 48 a.c. MINIMUM 3 Y4 D A' 3: 9/26/25 REV 3 A5 PER OWNER
INSIDE COLUMN 4'-O" 4 (1) 2x4 2 2 2 2 -
ATTIC Q DIAMETER
:< 6'-O" 6 (2) 2x4 Drawn B OR (1) 2?xb 3 3 3 3 Q y:
z 8'-0" 8 (2) 2x4 OR (1) 2?xb 5 3 3 3 E g rPLYWOOD SHEATHING �$
ua �2 C (SEE NAILING SGHEDULE)
GM5T STRAP „ MIN. i O'-O" 10 (2) 2x6 4 4 4 4 I i I I I project#i
12'-O" 12 (2) 2x6 5 5 5 5 0
H0313 25-025 HOEDOWN ® MINIMUM EDGE
NOTATIONS: L HOLD DOWN SEE
FIRST SEGOND� FL. DISTANCE TO ANGHOR, DETAILS THIS SHEET n
AS PER MANUFACTURER A. NUMBER OF 8d NAILS AT EA. END OPF STRAPPING A Scale o
ry
B. NUMBER OF SILL STUDS ON FLAT (00ES NOT APPLY TO F ,45 RIOTED
_ DOORS)0 :.a: :
a
C. NUMBER OF FULL HEIGHT KING 5lUD`5 AT EACH SIDE OF 3
Date �
. ° ' HEADER
BLOCKING 2 E3AY5
MIN. EDGE DISTANCE TO 1. 5HEATHING AS PART OF 5HEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN 4/1 /2�✓' �
BACK 48" n.c. ANCHOR, A5 PER ° D. NUMBER OF 16d NAILS END-NAILED TfHROUGH ADJACENT SHALL BE GONTINUOU5 FROM SILL TO TOP PLATE OR ADEQUATELY BLOGKED AT JOINTS. Z
MANUFACTURER KING STUD TO END OF HEADER AT IEAGH SIDE m2. HOLD DOWNS REQUIRED AT ALL GORNERS OF STRUCTURE SEE DETAILS THIS SHEET.
Sheet#
EXCEPTION: E. NUMBER OF JACK STUDS AT EACH E-'-:ND OF HEADERS 3. REFER TO NAILING AND STRAPPING DETAILS THI5 SHEET TO FOR A CONTINUOUS LOAD �
WHEN AN ATTIC, FLOOR OR GEILIING DIAPHRAGM IS USED TO BRAGE (ASSUME DOUBLE HEADERS) NOTE: PATH. 4
THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED, '"
BLOGKING IS NOT REQUIRED. HOLLOW COLUMN DETAIL F. NUMBER OF 16d NAILS END-NAILED TrHROUGH ADJACENT ALL STRAPPING TO BE I I/4 x20 GAUGE SHEARWALL SEG. DETAIL (TYP) 43
JAGK STUDS TO END OF SILL(5) AT !;EACH SIDE (DOES NOT STEEL OR 'SIMP50N' EQUIVALENT
APPLY TO DOORS 0520 (COILED STRAP)
s
3
y
m
Q
i
WALL LEGEND
GENERAL DEMOLITION NOTES a 4 A-4 HELICAL PILE (TYP.; 1�p�E �bo
G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO �- - - - - - - - COORDINATE WITH �� �^ z
Q =
I. STRUCTURAL DWG5) a ; p?' M z
PROCEEDING WITH THE WORK. ANY D15GREPANGY WHIGH IS FOUND I ( (2) LAYERS OF w o :<.,�> li` o
EXISTING WALLS TO REMAIN BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. I I 5/4" PLYWD. 5UBFLR. 2" RIGID (R-10) INSUL. `�� '�o
I"V OVERLAID MIN. 2' LONG HORIZ. 8 ems'/rJ��Ht Q�
__- ---- 2. G.C. TO BE FAMILIAR WITH COMPLETE PROJECT _ _ _ _ L - - - - - - J SEAMS ATOP 5 VERT. EXTENDED TO T.O.
------------------ EX15TIN� WALLS TO BE REMOVED AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH EXIST G.S. r NAILED 4 GL SLAB (TYPICAL)
THE WORK. I I — — — — — _— — —
AGGESS _ SAWGUT EXIST. FND. WALL
NEW WAILED 2"x4" WOOD WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED " ) DOWN A5 REQ'D FOR NEW a Ill u n: o a o`
STUDS ® 16" O.C. 3' — — — —
REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL NEW CRAWL SPACE '� ^ —
•�,. '' I SLAB. TIE NEW SLAB EXIST. U. a � ��
w
INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRIGAL ' w/ 14" LONG #5 KEBABS o v U. v cwn w CO
1=-
- _j POLYET b MIL. _; ; ; ® 24" O.G. USING NON-SHRINK z o I- M m o < U.
WORK TO BE RECESSED BEHIND FINISHED SURFACES.
POLYETHYLENE
� 1I � v EXIST r i i i -----� I GROUT al- w � = z - � o �
NEW SLAB Wc� 0LuW 0ILzxzv
- VAPOR BARRIER O SLAB I w
. .r; 8" P.G. FOUND. WALL ON P.G. FTC. w GROSS HATCH INDICATES i i ON GRAD I 6" POURED GONG. SLAB a O z o w o a UJ W � z LU
_':::� ,•.. ::;..:,•. ...•:'_�'. (COORDINATE W/ STRUGT. DWGS) - x I I I ( ABOVE „ „ m a w o w o m 2 0 x
-,•:;:<.
a.
(v PROV'D 2" R-13 CLOSED CELL SPRA (ABOVE) WITH 6 xb 10/10 z w 2 w o w o vo w v
FOAM INSUL. TO FND. WALLS (TYP) ® I I i I ' ' WWM ON 6 MIL. VAPOR 2 m x m m v z o t z Q
DEMOLITION PERFORMANCE DISCLAIMER EXIST (2)2"xb" DROP HDR. r I , " -
e - - e o - e - -o - - J I _ I I BARRIER ON 6 COMPACTED o o ' °-° rn
- - GRANULAR MATERIAL ON c15% z o =
GENERAL NOTES: THE ARCHITECT AND/OR HI5 CONSULTANTS A55UME NO pROV T I I m a � m f- o a
EXIST ' +- -- - - --J .' COMPACTED FILL OR VIRGIN m a z a a a IY
I.) PROVIDE "SIMPSON B SERIES° JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHIGH THE DEMOLITION IS EXIST 'D DEHUMIDIFIER 5LA8 I I i SOIL. PROVIDE EXPANSION w m o z -
in
AT ALL APPLICABLE L�OGATIONS. PERFORMED. THE CONTRACTOR AND HIS 5UBGONTRAGTOR5 SHALL u GRAHL AS PER SECTION R405 3. I J I JOINTS AT ALL ENDS AS REG' a
= MANUF' BY "APRILAIRE" —
REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE w d) SPACE MODEL#E070 OR EQUAL. (2)2 x4 P.T. SILL PLATE ON
DRAWIN05 IN A PROFE55IONAL MANNER IN ACCORDANCE WITH "
2.) ALL BUILT UP LVL HERDERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY cv INSTALL DRAIN LINE TO r COPPER TERMITE SHIELD w/ N
EXIST (5)2"x8" DROP HDR. EXTERIOR `�� SILL INSULATION. SECURE w/ N �
STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION
BOLTED OR NAILED AS PER _ _ _ _ �_ _ _ _
PROCEDURES, THE CONTRACTOR IS TO TEMPORARILY STABILIZE PROV'D MIN. 8"xlb" 5/8" DIA. x 12" LONG "J" ui T
MANUFACTURER'S REGU)I REMENT5.
THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE OPENING FOR ANCHOR BOLTS a 2'-b" N M V
ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. PROVIDE 2"x8" VENTILATION I O.G. (12" FROM CORNERS) N N
C) ti .c
P.T. LEDGER z N cc E
BOARD, SECURED PROV'D &-1/4" _ (TYPICAL SLAB ON GRADE) ui a
3.) DOUBLE ALL FLOOR JG?15T5 UNDER TO STRUG. (SEE GEN. R-3oc GATT. INSUL. 2"xi0" F.J. DROP TOP OF SLAB ON z Q �C o
PARALLEL WALLS. X NOTE #8) ® Ib" O.G. GRADE FOUND. ASSEMBLY m cm @�
ALL HEADERS NOT I ND IIGATED TO BE MIN. FOUNDATION NOTE #I: LEGEND:BOTTOM OF NEW FOUNDATION -DENOTES r_, - - ry EXIST NEW CRAWL I - FOUNDAFTIRON ASSEMBLY,OM AGE - o
4.)
2 2 x8 DOUG. FIR. LARCH # 2. ASSEMBLY TO BEAR ON a596 DWELLING HOLD SPACE GROWLa a m
( ) I SPACE SPACE '. I (2)2"xb" P.T. SILL PLATE ON v ~
COMPACTED FILL OR I TON DOWNS AS PER I EXIST (2)2"xb" DROP HDR.
(2,000 P5F), SOIL BEARING DETAIL BHT. N-2 - - - - -a - - -o - - 2" SCREED GOAT COPPER TERMITE SHIELD w/ o -
5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GE I L I N CAPACITY. G.G. TO VERIFY I OVER 6 MIL. SILL INSULATION. 5EG w/
OVER
5/8 DIA. x 12 "J"
LONG
SOIL GONDITION5 PRIOR TO I "" - VAPOR BARRIER ANCHOR BOLTS ® 2'-6"
ROOF OPENINGS. (TY'P.) POURING NEW FOUND. d TO FOUNDATION NOTES - - ? (##55 REBAR) 14" LONG 0 4 O.G. (12" FROM CORNERS) W
CONTACT ARCHITECT IF 5/W DIA FOUNDATION ANCHOR ~ LL "
(b.) ALL WOOD POSTS TO REGEIVE SOLID WOOD BLOGKING POOR 501L CONDITIONS ARE - D O.G. 1/+ G TO EXIST. iiii � N (TYPICAL CRAWL SPACE) _
BOLTS ® 2'-6" O.G. MAX. AND X dJ DRILLED ROUTED W/
DOWN TO FOUNDATION OR GIRDER BELOW D1OD' MAX I'-O" FROM CORNERS. HIGH EPDXY RESIN. (TYP. EX 2"x8" F.J. _ \_eo"W 95� GOMPAOGTDED
"I a ALL LOCATIONS)
FILL OR I TON VIRGIN SOIL.
1.) ALL NEW RAILING TO BIE 3 -O HIGH RAILING AS PER P.T. LUMBER NOTES: m (COORDINATE WITH 5TRUGTURAL
O U
N.Y.S. GORE. ( O.G. SPA C,IN 0 AS TO NOT ALLOW PASSAGE -ALL WD. JOISTS IN CONTACT .•:;.;:;... :: -- :., :,::;:f:: I I PLANS)
OF A 4" OR GREATER 'SPHERE.) GOLOR AND STYLE TO WITH GONG. SHALL — — _ — —
BE PRESSURE TREATED, " NEW 24"xl8" MIN. _
BE SELECTED BY OWNE,:R PROVIDE P.T. JOISTS I Cla-d� INSULATED SPA ACCESS PANEL
(AND/OR) P.T. BLOCKING A5 I I I I I I I TO CRAWL SPACE.
8.) ALL NEW LEDGER BOARDS TO BE SECURED TO REQUIRED (TYP. @ ALL I I I I I I I SECURE NEW HOLD DOWN 0 U
LOCATIONS) I I I I I I I FROM ABOVE TO FND. (TYP)
STRUGTURE w/y2" DIA. GALV. MTL. EXPANSION BOLTS OR I I 1 -1— L J AS PER DETAIL SHEET N-2 I—
LAG. SCREWS @ 16" O.G. (STAGGERED TOP $ BOTTOM) -ALL GONNEGTOR5 / I A B
CONNECTIONS IN CONTACT w/ I A-4 A-4
AGO (P.T) LUMBER MUST BE FOUNDATION NOTE:
cf.) ALL CATHEDRAL GE I L I ING5 TO REGE I VE 5-1 14" R-30G APPROVED BY MANUF', I I - DROP TOP OF NEW FOUND.
BATT INSUL. W/ "RAFT-IR-MATE" BY EXISTING FOUNDATION OWEN5 GORNING AND MUST HAVE A FINISH I I ASSEMBLY f DN. FROM
TO ALLOW FOR ADEG2U►ATE VENTING. WITH EXTRA CORROSION I I
I I ASSEMBLY, TO ALIGN TOP
RESISTANCE OF EITHER
I I
OF NEW F.F. WITH EXIST. F.F.
STAINLESS STEEL, HOT-DIP
10.) ALL FLOOR FRAMING •TO BE AT 12" O.G. GALVANIZED(HDG OR ZMAX
UNDER ALL BATHS / KI'TGHEN AREAS. PROTECTION.
I I
I I
MOTE GENERAL BUILDING NOTES:
I I �
ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING I. ALL WOOD CONNECTIONS p
6LA55 WINDOWS AS MANUFAGTUIRED BY "ANDERSEN" OR TO BE STRAPPED AS PER
EQUAL. DP50 400 SERIES. SHEET N-I 4f N-2. \ `� ,/ lu W 1LI
G.G. TO FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR 2. ALL LUMBER TO BE / U }
TO ORDERING ALL NEW WINDOWS 4 DOORS. G.G. TO DOUGLAS FIR LARCH # 2. - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOUNPATI ON`� PLAN. z iv -
COORDINATE W/ OWNER ALL WINIDOW5 8 DOOR5 SWING5/ `� wpr
DIRECTION PRIOR TO ORDERING. `�\ v� SGAL.E: 1/4"=1'-0" F<- Q
`� z cn
w z
ABBREVIATIONS LEGEND 4" VTR `�,
� In
AFF. - ABOVE FINISHED FLOOR
AVG. _ AVERAGE
BOTT NOTE: 2x3 ING ROOF LINE O
CANT' - CANTILEVER NEW FIXTURES TO COMPLY W/ NEW YORK EX15T- - - - - --- ----- 2" TABLE P3201 .7 w
G.B. - COLLAR BEAM STATE D.E.G. REQUIREMENTS FOR r - - - - T- T- r----�..---- VENTS NOTE:
SIZE OF TRAPS FOR PLUMBING FIXTURES �
G.J. - CEILING JOIST CERTIFIED WATER SAVING PLUMBING I I I I 1 VENT SYSTEMS SHALL BE PROVIDED z t�
GL. - CENTER LINE FIXTURES I I I ( I _ I ( IN ACCORDANCE WITH CHAPTER 31 OF
1-1/2 11/2 11-1/2 1-1/2 TRAP; IZE p ,Q O
GLG' - CEILING ALL DRAINAGE � VENT PIPING SHALL I
THE 2020 R.G.N.Y.S. PLUMBING FIXTURE MINIMUM .
G.M.U. - CONCRETE MA501I U)NRY UNIT COMPLY W (INCHES)
ITH ALL LOCAL BUILDING I I ( 1 1
CONT' - CONTINUOUS I 1 P3101.1: GENERAL. L
CODES. DOMESTIC WATER PIPING I tY I I - THIS CHAPTER SHALL GOVERN p
G.T. - GOLLAR TIE „ BATHTUB (WITH OR WITHOUT SHOWER HEAD Z
DBL. - DOUBLE SHALL BE TYPE L COPPER, TYPE I w I I I THE SELECTION AND INSTALLATION 1-1/2 a
DIA. - DIAMETER "K" WHEN BELOW GRADE. DRAINAGE, I O I I O LAV LAV I OF PIPING, TUBING AND FITTINGS FOR AND/OR WHIRLPOOL ATTACHMENTS) O 06
P.J. - DECK J015T WASTE, $ VENT ABOVE GRADE I 1 VENT 5Y5TEM5. THI5 CHAPTER SHALL IL £
D.W. - DISHWASHER SHALL BE SCHEDULE 40 P.V.G. OR I I WG CONTROL THE MINIMUM DIAMETER OF BIDET I-I/4 �
EA. - EACH GREATER. I 1 CLOTHES WASHER STANDPIPE 2
E.E. - EACH END VENT PIPES, CIRCUIT VENTS, BRANCH rn
FLOOR LINE
VENTS AND INDIVIDUAL VENTS, AND o
E.P. - ELECTRIC PANEL 2 I I „ THE 51ZE AND LENGTH OF VENTS AND DISHWASHER (ON SEPARATE TRAP) 1-1/2 o a`
EXT. - EXTERIOR 3 11 2 I I I-I/21� I-I/21� 3„ VARIOUS ASPECTS OF VENT STACKS
F.J. - FLOOR J015T I 1 AND STACK VENTS. ADDITIONALLY, FLOOR DRAIN 2
F.P. - FIREPLACE I I THIS CHAPTER REGULATES VENT
F.R.S.G. - FIRE RATED SELF CLOSING GO KITCHEN SINK (ONE OR TWO TRAPS, WITH ate Revision Issue
FTC' - FOOTING 4" 6 1/4„ 1, GO
GRADES AND CONNECTIONS, HEIGHT OR WITHOUT DISHWASHER AND FOOD 1-1/2 5!7/25 ISSUED FOR PERMIT
GALV. - GALVANIZED j��T I I 4„ ® I/4 PERT ABOVE FIXTURES AND RELIEF VENTS WASTE DISPOSER)
G.G. - GENERAL CONTRACTOR FOR 5TACK5 AND FIXTURE TRAPS, LAUNDRY TUBS (ONE OR MORE b/21/25 REV I A5 PER OWNER
HDR. - HEADER 2„ I I NOTE: AND THE VENTING OF SUMPS AND
COMPARTMENTS) I-I/2 q//22/25 REV 2 A5 PER OWNER
INSUL. - INSULATION __ _J L-- 2„ PROVIDE FLOOR DRAIN 5EWER5.P3103.2: FROST CLOSURE.
INSUL. - MANUFACTURER EXIST- - - - - - - r---- - 4 PAN AS REQ. - IN CLIMATES WHERE THE LAVATORY 1-1/4
4/26/25 REV 3 A5 PER OWNER
__ T T" c".5-PERCENT VALUE FOR OUT5IDE
MECH. - MECHANICAL - -(- - I I I -T-------- ----------T------ DESIGN TEMPERATURE 15 O°F (-IS°G) Drawn By:
M.O. - MASONRY OPENING ------ - I I 11/2" I I I/2" 11-1/2" � i OR LESS (A5HRAE c1l.5-PERGENT SHOWER (BASED HO THE TOTAL FLOW y
O.G. - ON CENTER ( I I I I 1 I ' ' i RATE THROUGH SHOWERHEADS AND
O.H. - OVERHANG 0 1 V �_ I �I} � I} N I I I 1 I � i� � i} �i COLUMN, WINTER, SEE CHAPTER 3), BODYSPRAYS) DB
'z IM J I I W I Q 7- 1 w'v VENT PIPES INSTALLED ON THE FLOW RATE:
P.G. - POURED CONCRETE W i_ X I X d X I X I I I 1 I 5.7 GPM AND LESS I-I/2
P.T. - PRESSURE NCRE TREATED Q_1 z W I- W < W W I (� 3 p < Q i 3 EXTERIOR OF THE STRUCTURE SHALL Project#
__ --1-- --- _ BE PROTECTED AGAINST FREEZING <
R.B. - RIDGE BOARD I I MORE THAN 5.7 GPM UP TO 12.5 GPM 2 25-025
KITCHEN DW L AV ( „ BY INSULATION, HEAT OR BOTH. VENT
R.BM. - RIDGE BEAM DEMO SINK MORE THAN 12.3 GPM UP TO 25.8 GPM 3
1 ' 3 F.A.I. TERMINALS SHALL BE PROTECTED MORE THAN 25.& GPM UP TO 55.6 GPM 4
REQ' - REQUIRED - - p y J WASH ' F--- FROM FR05T GL05URE I N
`1'� --_ WG ( �) Scale n
RF. - ROOF r L_____J I i ; ACCORDANCE WITH SECTION P3103.2. FOR 51. 1 INCH=25.4 mm,16ALLON PER MWUTE=3.7Ib5L/m. A5 NOTED
R.R. - ROOF RAFTER r ) 10
R.T. - RAFTER TIE L--T--J L -
FLOOR LINE
5PEG5' - SPECIFICATIONS 1-1/2" 2" I-I/2" 3" Date 3
T.M.E. - TO MATCH EX15TIlNO l '
4/15/25
?YP. - TYPICAL
UNDERSIDE GO
Y.I.F. - VERIFY IN FIELD 4" 6 1/4" PER/FT \� \` TO EXISTING Sheet# LL
I.�I,p. - WOOD P05T
Wp. - WOOD SEPTIC SYSTEM
W.M. - WATER METER ry
E.M. - El EGTRIG METER:
5AN I TAR%r R I 5ER P I A.
GAS METER
N.T.S.
"
i
WALL LEGEND GENERAL DEMOLITION NOTES AA_4 m �� o goy
G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO A_q 7 28 BRAGS WALL REQURIED c
PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND q.0 BRACE WALL PROVIDED
EXISTING WALLS TO REMAIN BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE PROVIDE HOLDDOWN IN CORNER 01 a p
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. SE PER DETAIL THIS SHEET. OGLONI ,<<v
--- 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT 2q'-II" EXIST SECURE TO (3)2"x4" CORNER W.P. �y * P
EXISTING WALLS TO BE REMOVED AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH CEN (SECURE ROD TO NEW FLUSH HDR.
__________________ I '-2" ASSEMBLY BELOW w/ 3"x3" M
THE WORK. EXIST EXIST it; 13'-8" 5'-6" SQUARE WASHER 4 NUT)
NEW HALLS 2 11X4" WOOD EXIST LP LP EXIST EXIST Q EXIST 1_g 5-WS GS-WSR W5 310 S-WS gy( a W v n Q p
- ' STUDS I6" O.G. 3• WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED,
REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL -_ ----
____ Kl
INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL " 1 :: :: I I-B " 0 > w O ~ _
WORK TO BE RECESSED BEHIND FINISHED SURFACES. g'--►" ® '-O�' - - - -� - - - F�Uf H (2)2 x8 HDR. = w o w o w w Q F-
U 14'-0" - � 12'-6" C azm � = s- mo � � o
8" P.G. FOUND. WALL ON P.G. FTC. NEW SD EXIST - 3 tL m a v o w u� a x a z o z q
NEW WORKO T °+ w N w m o w z x z c�
u i H.P. _ �j dJ 0 a3z0Woa � � �(GOORDIr�IATE W/ STRUGT. DWGS)
MINISPLIT m BATH � � _ ROOM MEG
PV
LL� � \ EXIST. WASHER HHU5481 HAN iv = o ci o 0OUTDOOR u� R - m CONDENSER { { LE DRYER RELOCATED - m v a o z --. m z � w wu�DEMOLITION PERFORMANCE DISCLAIMER ;; ; J m ,� �I m � - mw oBAIT -- i NEW �+ _ O u n i -7. �j i i W GAS FIRED DIRECT o wm0!U � 2m � (� ZpF= Z� VENT BOILER. SEE W z z �, z °� L oEGENERAL NOTES: THE ARCHITECT AND/OR HI5 CONSULTANTS ASSUME NO -4" I'-11:: LLL__ _J NEW O= - m a w LL
a ��AUND Y Nx - - DIRECT VENT BOILER a z a a -I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS RESPONSIBILITY FOR THE MEANS 8Y WHICH THE DEMOLITION ISe r --- wi i MINISPLIT X - - NOTES, THIS SHEET. = w o z _ o
AT ALL APPLICABLE LO+GATIONS. PERFORMED. THE CONTRACTOR AND HI5 SUBCONTRACTORS SHALL EXIST. BATH LAUNDRY I"IAI-L HUNG N ® 11- F-
REMOVE AND/OR PERFORM THE ITEMS NOTED A5 SUCH ON THESE FIXTURES TO BE REMOVED (2)2"x4" 1 _ _-i Q EXISt, i A/C UNITDRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WITH EX _ d REPLACED IN NEW W.P. (E.E) b+ _ 0. ELEG. , _ _ ooJA
w w N
2.) ALL BUILT UP LVL HEADERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY ' w GL t; LOCATIONS. GAP d ---- tl1 - �� N �
BOLTED OR NAILED AS IPER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION � x8 H
PROCEDURES THE CONTRACTOR 15 TO TEMPORARILY 5TABILIZE in REDIRECT ALL LINES AS r-- �, ' _ _ v C'S ( ►:
MANUFAGTURER S REOU I REMENTS. :� _ - HAVE �- T- °
PROVIDE 2 xi0 , ��� %,�� REF. � N M C1
THE STRUCTURE TO A SAFE CONDITION AND NOTIFY THE OOREQD EXIST PT LEDGER ` REF. - - I XISTr J N >: o
ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. _ +i - -- - =_
3. DOUBLE ALL FLOOR JOISTS UNDER _s L I I N� BOARD, SECURED m I1 _ NE I d E.M. u; z r-
a
ROOM TO 5TRUG. (SEE GEN.u) 1 (3)2"x4"i i (V L� U� Q V N N m
�� - :� NOTE #8 N � I W.P. (E.E0 K I TG E N w z a --
PARALLEL WALLS. �+ 3-0 1 ) 1 m(2)2"x
- EXIST. KITCHEN FIXTURES TO _ v
SMOKE ALARMS NOTES: � EX 1 W.P. ( .EJ v p w w V--
4.) ALL HEADERS NOT INDICATED TO BE MIN. GENERAL BUILDING NOTES: X -GL BE REMOVED d REPLACED � � a L o
�� I. ALL WOOD CONNECTIONS SMOKE ALARMS 8 HEAT DETECTION
IN NEW LOCATIONS. GAP 8 iii 3'- " _ m(Y1 a m
(2) 2 x8 DOUG. FIR. LARGH # 2. TO BE STRAPPED AS PER O _ REDIRECT ALL LINES A5 w I____ ; VENT HO D ry U N
SHEET N-I 8 N-2. SHALL BE INSTALLED IN ACCORDANCE REQ'D > 0 1- T EXTE IOR -
WITH SECTION R314 OF THE 2020 _
5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GE I L I NG 2, ALL LUMBER TO BE 11
R.G.N.Y.S. GODS AND NFPA72. - EXIST NEW ~ I1 _ J NEW W ®� u�
ROOF OPENINGS. (TYPI.) DOUGLAS FIR LARCH # 2. 1 MINISPLIT DINING -
SMOKE ALARMS SHALL BE INSTALLED BED1'ROOM #1 WALL HUNG J -- -8"
3. I/2" GYP. BD. (TAPED d IN THE LOCATIONS AS DETERMINED - A/G UNIT - _ m
PURSUANT TO SECTION R314.3. i (2)2 x d) v ® U
6.) ALL WOOD POSTS TO RE:CE I VE SOLID WOOD BLOCKING SPAGKLED - 3 GOATS x I - W.P. ( .E) x •
DOWN TO FOUNDATION GAR GIRDER BELOW MIN) ON ALL WALLS 4 1 �
CEILINGS CARBON MONOXIDE DETECTION �- MN SPLIIT tti I I 1 m �N -KV
„ SYSTEMS NOTES: EX I •
T) ALL NEW RAILING TO BE 3 -O H i GH RAILING AS PER 4. NEW 3/4" PLYWD. 5UBFLR. X WALL HUUNG UP 1 (3)2"x4" I 1 I 1(3)2"x4"
N.Y.S. CODE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE NAILED d GLUED NEW AND EXISTING RESIDENTIAL A/C UNITE 1 W.P. (E.E) I L - - -J WP. (E.E) ' I DW IMR
�I
„ BUILDINGS AND COMMERCIAL 12'-8" I6'--�" 10'-4" W
OF A 4 OR GREATER SPHERE.) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT BUILDINGS SHALL BE PROVIDED WITH1 NI 2 2 1
BE SELECTED BY OWNEia ALL APPLICABLE CARBON MONOXIDE DETECTION AND EXIST. EXIST. EXIST. BW G 3 2'-6" I-A
LOCATIONS (SEE P.T. NOTIFICATION IN ACCORDANCE WITH I_A G5-PF ® (,
8.) ALL NEW LEDGER BOARDS TO BE SECURED TO LUMBER NOTES BELOW) SECTION ql5 OF THE 2020 FIRE CODE
OF N.Y.5., THE PROVISIONS OF NFPA E ����
DN SECURE NEW HOLD DOWN
STRUCTURE w/y2" DIA. G,ALV. MTL. EXPANSION BOLTS OR 720 AND THE MANUFACTURER'S 4o'-i" 1-f TO NEW (3)2"x4" GORNER �� d
LAG. SGREWS @ 16" O.G. (STAGGERED TOP $ BOTTOM) INSTALLATION INSTRUCTION. A M WOOD POST (TYP. @ ALL
P.T. LUMBER NOTES: CARBON MONOXIDE ALARMS SHALL A g
-ALL NO. JOISTS IN CONTACT LOCATIONS)
BE PROVIDED IN THE LOCATIONS .46' BRAGE WALL REQURIE
q.) ALL CATHEDRAL GEILINGS TO RECEIVE 8-1/4" R-30C WITH GONG. SHALL DETERMINED PURSUANT TO SECTION p`_4 :75' BRACE WALL PROVIDFO
BATT INSUL. W/ "RAFT-R.-MATE" BY OWENS GORNING BE PRE55URE TREATED,
PROVIDE P.T. JOISTS g15.3 OF THE 2020 FIRE CODE OF
TO ALLOW FOR ADEG2U�TE VENTING. (AND/OR) P.T. BLOCKING AS N.Y.S. EXIST DECK 3 V
REQUIRED (TYP. @ ALL (NEW 5/4"xb" -
10.) ALL FLOOR FRAMING T(O BE AT 12" O.G. LOGATIONS) MPOSITE DEGKIN
CLOTHES DRYER EXHAUST NOTES: t--
UNDER ALL BATHS / KIT(GHEN AREAS. -ALL CONNECTORS /
CONNECTIONS IN CONTACT w/ CLOTHES DRYERS SHALL BE
AGQ (P.TJ LUMBER MUST BE EXHAUSTED IN ACGORDANCE WITH THE PROVIDE "5IMP50N" DTT2Z
APPROVED BY ER MANUF', MANUFACTURER'S INSTALLATION HOI DDOWN @ EA. HANDRAIL
NOTE: IN5TRUGTIONS AS PER SECTION M1502 POST. (SEE DETAIL, THI5 SHEET
ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING AND MUST HAVE A FINISH OF THE 2020 R.G.N.Y.5.
OL.A55 WINDOWS AS MANUFACTURED BY "ANDERSEN" OR WITH EXTRA CORROSION 3'-O" H. STAINLESS STEEL
EQUAL. OP30 400 5ERIE5. RESISTANCE OF EITHER ttl
5TAINLE55 STEEL, HOT-DIP GABLE RAILING MANUF' J U
G.G. TO FIELD VERIFY ALL EX15TINO DIMENSIONS PRIOR GALVANIZED(HDG OR ZMAX EX BY TEENY" OR EQUAL;
TO ORDERING ALL_ NEW WINDOWS 44 DOORS. G.G. TO PROTEGTION. DN SEE GEN. NOTE
COORDINATE W/ OWNER ALL WIND(OW5 d DOOR5 SWINGS/ #7 (TYP) lu w Q t-
DIRECTION PRIOR TO ORDERING. FIRST FLOOR PLAN
LEGEND: � (b -
-DENOTES _ DENOTES HARD WIRED INTERCONNECTED SCALE: 1/4' I'-O" Z V
ABBREVIATIONS LEGEND DWELLING HOLD
O SMOKE 8 CARBON MONOXIDE DETECTOR < �] 5 Z
DOWNS AS PER w/ BATTERY BACKUP a m 0
DETAIL SHT. N-2 r-�
AFF. - ABOVE FINISHED FILOOR l.'Jl DENOTES 50 G.F.M. EXHAUST FAN '.
AVG. - AVERAGE E F VENT TO EXTERIOR
B.O. - BOTTOM OF O
GANT' - CANTILEVER O J J O
G.B. - COLLAR BEAM
G.J. - GBILING JOIST IL K N
CL. - CENTER LINE
G.M. - CEILING BRACED WALL GALGULATION5 EXTERIOR WALL CONSTRUCTION NOTE: P.T. T HANDRAIL N 'Q It
G.M.U. - CONCRETE MASONiRY UNIT POST � � � 'd"
GONT' - CONTINUOUS ALL EXTERIOR BRACED WALL PANELS ARE DESIGNED W/
G.T. - COLLAR TIE FIRST FLOOR SECOND CONTINUOUS 5HEATHING METHOD G5-WSP AS PER TABLE R602.10.4. -a
DBL. - DOUBLE FLOOR SHEATHING TO BE MIN. 1/2" WOOD STRUCTURAL PANELS ON DECKING
2"x4" EXT. HD STUDS @ I6"' O.G. a
DIA. - DIAMETER EDGES AND 12" O.G. IN FIELD. EXTERIOR SHEATHING SHALL BE 51MP50N DTT2Z PROVIDE "SIMPSON" 0520
EXTERIOR ATTACHED W/ SD COMMON NAILS @ 6 O.G. T P „
D.J. - DECK JOIST BRACED WALL LINE I-A I-B I-G 2-A 2-5 HOLD DOWN GONNEGTOR EXTERIOR WALL (3)2 x4 WD. STUDS COIL STRAP OR EQUAL E
c CONTINUOUS FROM BOTTOM PLATE TO THE UPPER TOP PLATE, WITH RIM JOIST @CORNER PROVIDE SIMPSON m
D.W. - DI_'HWA5HER ALL PANEL EDGES OVER FRAMING. 14" LONG MIN. LENGTH @ as z
HDQB-5D53 HOLDOWN @ EXT. WALL c
EA. _ EAGH cV CORNERS, PROVIDE EA. EXT. WALL STUD OVER 3 d
E.E. EACH END R602.10.3 RQUIRED LENGTH OF BRAGING :: GO IDE 7/8 DIA. ROD f6
ALL EXTERIOR PORTAL FRAME PANELS ARE DESIGNED W/GONT. I/2 DIA. MACHINE GIRDER, 12 MIN. LAP UP o
E.P. - ELECTRIC PANEL SHEATHING METHOD GS-PF AS PER TABLE R602.10.4. SEE DETAIL, BOLTS OR SCREWS. ALIGN CENTER LINE OF HALL STUD PROVIDE MIN. o a
EXT. - EXTERIOR Rb02.10.30) 5.2' 10.1' 5.q' 2.5' 2& SHEET A-5. THREADED RODS ROD w/ CENTER LINE OF HDR. BELOW 0) Sd NAILS @ EA. END
F.J. - FLOOR JOIST
F.P. - FIREPLACE WITH NUTS 4 (INSTALL A5 PER MANUF. REQ')
F.R.S.G. - FIRE RATED SELF (CLOSING HA.5HER5 _ (INSTALL A5 PER MANUF. Date Revision/Issue
FTC' - FORTING R602.10.3(2) NEW 2"xIO" F.J. @ 16" O.G. REQ
F V - FOOTINNIZED - 2"x4" GONT' SOLE PLATE. 8/`I/25 ISSUED FOR PERMIT
p� , � I.Ip; PROVIDE 50LID WD. P.T. D.J. (COORDINATE 8/21/25 REV I A5 PER OWNER
G.G. - GENERAL GONTRAGTOR I. EXP05URE GATEGORY 1.00 1.00 1.00 1.00 1.00 -DENOTES BRACED BLOGKING BEHIND RIM WITH FLOOR PLAN) NAILED
PLYWD. SURFER, c_v
HDR. - HEADER WALL LOCATION JOIST AS REQUIRED NAILED d GLUED 4//22/25 REV 2 A5 PER OWNER
INSUL. - INSULATION PROVIDE 2x P.T. HD. BLOCKING 4/26/25 REV 3 AS PER OWNER
INSUL.MANU - INSULATION
MANUFACTURER 2. ROOF EAVE TO RIDGE HEIGHT 030 0.10 0.10 0.10 0.10 AS REQUIRED, SECURED TO P.T.
D.J. AS PER MANUF' SPEG5,
MECH. - MECHANICAL BLOCKING TO RUN PARALLEL (or) Drawn By:
M.O. - MA50NRY OPENING 3. STORY HEIGHT OA5 1.03 1.03 OA5 OA5 DIRECT VENT BOILER NOTES: PERPENDICULAR TO P.T. D.J. 17B
O.G. - ON CENTER -INSTALL DIRECT VENT BOILER PROVIDE BPI-HDG PLATE ATOP
O.H. - OVERHANG AS PER MANUFACTURER SPECIFICATIONS HDR., P05T 4 PIER ASSEMBLY BP7/8-HDG PLATE
P.G. - POURED CONCRETE; 4. NUMBER OF BRACED WALL LINES 1.00 1.00 1.00 1.00 1.00 4 MAINTAIN ALL MIN. CLEARANCES AS REG'. (GOORDINATE WITH FLOOR (3)2"AO" DROP HDR. Project#
P.T. - PRE55URE TREATED PLAN) r
R.B. - RIDGE BOARD 5. ADDITIONAL &00 POUND HOLD-DOWN NA NA NA NA NA -DIRECT VENT BOILER TO BE SELECTED 25-025
DECK HANDRAIL
R.BM. - RIDGE BEAM DEVICE BY OWNER. HOLDDONN D�T�I L
REG' - REQUIRED Scale n
RF. - ROOF 6. INTERIOR GYPSUM BOARD NA NA NA NA NA -PROVIDE ADEQUATE VENTING OF P05T DETAIL AS NOTED
R.R. - ROOF RAFTER
R.T. - RAFTER TIE BOILER AREAS AS PER
MANUFACTURER SPECIFICATIONS. SCALE: I/2"=I'-O"
5PEG5' - SPECIFICATIONS 7. GYPSUM BOARD FASTENING NA NA NA NA NA INSTALL AS PER MANUF' SPEG5' N.T.S. Date
3
T.M.E. - TO MATCH EXI5TIN�
U.S. GAL
- UNDERSIDE 5. HORIZONTAL BLOGKING NA NA NA NA NA 4/15/2r✓'
Y.I.F. - VERIFY IN FIELD
Sheet#
H.P. - WOOD P05T REQUIRED LENGTH OF BRAGING 3.46' 7.25' 4.25' I.66' 1.56'
HD. - WOOD 7
WATER METER R602.IOS MINIMUM LENGTH OF BRACED
E.M. - ELECTRIC METER I6" 27" 30" 24" 24"
G.M.
GAS METER WALL PANEL
E
t
s
i
ALL LEGEND GENERAL DEMOLITION NOTES ` ,AE*
W TBE
m � �6.C. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TOPROCEEDING WITH THE WORK. ANY D15CREPANGY WHICH 15 FOUND EMERGENCY ESCAPE AND RESCUE Ibb WALL REQURIED wr. a; � oz
EXISTING WALLS TO REMAIN BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE OPENINGS NOTE: PROVIDE WINDOW FALL2.0' WALL PROVIDED o
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. (SOEE WINDOW NOTE,TECTION AS Q'D• ��' oy1
__ 2. 6.C. TO BE FAMILIAR WITH COMPLETE PROJECT EMERGENCY ESCAPE AND RESCUE
_ __ _ EXISTING WALLS TO BE REMOVED 6-10
AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH OPENINGS SHALL BE PROVIDED IN THIS SHEET)
ACCORDANCE WITH SECTION R310
THE y,10
NEW WALLS 2"X4" WOOD OF THE 2020 R.G.N.Y.S. - - - - - - - - - - - - - - - - - - - - - - - - - W15 BW = - - G 13 w ui a z
STUDS ®► 16" O.G. 3. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, - - - - - - - - - - - - - - - - - - - - - - - 2-A BW m U. a U a o
REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL R310.2: EMERGENCY ESCAPE AND - - - - - - - - EXIST (T P R DT o F- o a
INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL RE5GUE OPENINGS. EMERGENCY I I - - _ - o V > w V w o = s
WORK TO BE RECESSED BEHIND FINISHED SURFACES. ESCAPE AND RESCUE OPENIN65 I I q'-1O" E _ -�'-0„ O "x8" HDR. j ® 2 'x8" w w o w o o a f- LL
SHALL HAVE MINIMUM DIMENSIONS AS i" 6'-4" II' EN H - p .. I I a ? U) � x } m o N o
II N GL J u f � } II Wvow � QHEW °- 0 v SPECIFIED IN THIS SECTION. I fU _ Q O vI I m W z o a m m m w ~ W w
''•`=:'r
8" P.G. FOUND. WALL ON P.G. FTC. I _ w= -��V�---- ii (2)2"x w o a 0
(GOORDIINATE W/ 5TRUGT. DWGS.) - -
= � z =
R310.2.1: MINIMUM OPENING AREA. I I EXIST. EXIST _ = Q SPLIT ARM ii H.P. ( •E) �' - - (Y pI ( W g a m m p v Do
- - - -- - - EMERGENCY AND ESCAPE I I I - OPERATOR E.F. z (� - -�J - z a w OJ w � o w
DEMOLITION PERFORMANCE DISCLAIMER BATH T . q x d o o;fl1 I 2 m = m 2 0 Z o z Q
NEW � - �- � _
RESCUE OPENINGS SHALL HAVE A I r � �, „ „ i ii � V N t w w w o m w
NET CLEAR OPENING OF NOT LE-55 i-I (2)2 x4 _ O B TN N �- x ®I I 9a E z o o o o ~ _ _ �
W.P. (E.E) Q = o w N 1 o w - z cn z o -
GENERAL NOTES: 0
THAN 5.1 SQUARE FEET. THE NET w i m
THE ARCHITECT AND/OR HI5 CONSULTANTS A55UME NO I X �o x v co a z a a a w w m m
�� „ CLEAR OPENING DIMENSIONS 1^I i m + SNO Q QvU I I. = w a o z C o a
1.) PROVIDE 51MP50N B 51ERIE5 JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS REQUIRED BY THIS SECTION SHALL I NEW � L i i i � ® 6e 0.� I = - _ - = a
AT ALL APPLICABLE L0GATIONS. PERFORMED. THE CONTRACTOR AND HI5 SUBCONTRACTORS SHALL BE OBTAINED BY THE NORMAL MIN15PLIT +�� " to pa I I m
REMOVE AND/OR PERFORM THE ITEMS NOTED A5 SUCH ON THESE OPERATION OF THE EMERGENCY WALL HUNG - 4'-I" LIN. Q - . O _ - -
:�q
DRAWIN65 IN A PROFESSIONAL MANNER IN ACCORDANCE WITH A/C UNIT _
2.) ALL BUILT UP LVL HERDERS TO BE "GOOD GENERAL PRAGTIGE5". SHOULD IN THE EVENT ANY ESCAPE AND RESCUE OPENING FROM - - - -_ _ _ _
_ THE INSIDE. THE NET CLEAR HEIGHT �• EXIST �` � I i 1 N N
BOLTED OR NAILED AS, PER pRoG�RE5U ,THE CONTRACTOR 15 To WHILE TTEMPORARII�OLITION
5TABILIZE OPENING SHALL BE NOT LESS THAN ® ��� • m ��T
' " NAND NOTIFY THE 24 INCHES AND THE NET CLEAR O + HALL s O I I r o
MANUFAGTURER 5 REOUIIREMENTS. THE 5TRUGTURE TO A SAFE CONDITION w E
WIDTH SHALL BE NOT LESS THAN 20 EXIST. FLUSH HDR. EX � [A I y N M C1
ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. INCHES. X = - - - - DH EXIST. FLUSH HDR.- = Io � cv I I u� Z N
3.) DOUBLE ALL FLOOR JO►I STS UNDER � =
� `� Q EXIST EXIST �' �Im � � NEW ROOF 0. OI I a () N N o
PARALLEL WALLS. N BEDROOM #2 I BEDROOM #3 1z I I (SEE ROOF GOV. O�i w @�
4.) ALL HEADERS NOT INDIiGATED TO BE MIN. GENERAL BUILDING NOTES: BUILDING NOTE: WINDOW NOTE: I REMOVE EXIST. WINDOW NEW ROOF XIw I I NOTES, THIS SHEET) N ® I _J F_ a u: o
�� I. ALL WOOD CONNECTIONS MAINTAIN UPLIFT CONNECTIONS �PATGH OPENING WITH w I I I I Q J m
(2) 2 X8 DOUC. FIR. LARCH # 2. TO BE STRAPPED AS PER ® RAFTER ENDS AT NAILING PROVIDE WINDOW FALL PROTECTION AS READ. PER � 2 x4 HD. STUDS ( (SEE ROOF GDV.
Cn
SHEET N-I 8 N-2. PAD. TYP. FOR ALL FALSE SECTION R312.2 OF THE 2020 R.C.N.Y.5. I ® Ib" O.G. I NOTES, THI5 SHEET) I� I V v I I I'-0" t
VALLEY CONNECTIONS. ALSO -WINDOWS WHERE THE TOP OF THE SILL OF ANyy i RAKE
5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING 2• ALL LUMBER TO BE # MAINTAIN VENTILATION OPERABLE WINDOW 15 LOCATED LE-55 THAN 24 INCH-IE5 MINISPLIT EXIST. R.B. BELOW I I <t (2)I-3/4"xlb" LVL I
ROOF OPENINGS. (TYP.) DOUOLAS FIR LARCH 2. ABOVE FINISHED FLOOR AND GREATER THAN T2 INCGHES WALL HUNG iv Co T
ABOVE FINISHED GRADE OR OTHER SURFACE ON THE A/C UNIT �; I I,
3. 1/2" GYP. BD. (TAPED 4 EXTERIOR OF THE BUILDING) z ' PROVIDE NEH7
6.) ALL WOOD POSTS TO RECE I VE SOLID WOOD BLOGK I NG 5PACKLED - 3 GOATS ROOF COVERING NOTES: I Q "COR-A-VENT" I I O 6
DOWN TO FOUNDATION (OR GIRDER BELOW MINA ON ALL WALLS 4 -ROOF SLOPE (>4:12 d UP): I I I EXI w Ili V-500 GONT' v) I J IL
CEILINGS 30 YR. ASPHALT ROOF I I I RO F W O
�� SHINGLES ATOP 30# BLD6. I I I X O I I� (SEE DETAIL,
�I
�.) ALL NEW RAILING TO BE: 3 -O HIGH RAILING AS PER 4. NEW 3/4 PLYWD. 5UBFLR. FELT, ATOP PLYWD. AS CHIMNEY NOTES: I I I I w ~ I h x _I
N.Y.S. CODE. ( O.G. SPACING AS TO NOT ALLOW PASSAGE NAILED 4 GLUED INDICATED ON SECTION. -PROVIDE NEW NEW FLUE TO I L II'-2" 3'-3" W-2" J I - III SHEET A-4) N ®I
„ -ROOF SLOPE (2.12 4:12): NEW CHIMNEY ASSEMBLY, INSTALL AS - - - - - - - - - _��__- -- - ._ - J�
OF A 4 OR GREATER SPHERE.) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT 30 YR. ASPHALT ROOF PER MANUFACTURER 5PECIFIGATION5
EXIST EXIST - -- - - - - - - - i - - - -- -
Now
BE SELECTED BY OWNER ALL APPLICABLE SHINGLES ATOP (2) LAYERS I lot
LDGATION5 (SEE P.T. OF 30# 131-D6. FELT w/ -PROVIDE 2" MIN. CLEARANCE FROM ALL o U
LUMBER NOTES BELOW) OVERLAPPED SEAMS, ATOP COMBUSTIBLE MATERIAL. PROVIDE NEW, TOTAL (2)2"xl0" 8-I/4" R-30c
8>d ALL NEW LEDGER BOARDS TO BE SECURED TO PLYWD. AS INDICATED ON ROOF LEDGER BOARDS (1) ® EA. BATT. INSUL. O U4 3
SECTION. -TOP OF CHIMNEY TO BE MIN. 2'-0" HIGHER END OF THE BEARING EDGE OF
STRUCTURE W YY DIA. 0ALV. MTL. EXPANSION BOLTS OR _ :I2 - : 2 : THAN ANY ROOF AREA WITHIN A 10'-0" RADIUS. THE NEW R.R. "LAY ON FLAT" ~
LAG. 5GREW5 0 16 O.G%. (STAGGERED TOP 4 BOTTOM) _
P.T. LUMBER NOTE5: -"LIBERTY" SELF ADHERING A B
-ALL ND. JOISTS IN CONTACT LOW SLOPING ROOF 5Y5TEM -PROVIDE NEW STEPPED FLASHING AS REQ' A-4 A-4
cf ) ALL CATHEDRAL GE I L I t,405 TO RECEIVE &-1/4" R-30G WITH GONG. SHALL BY "GAF", INSTALL AS PER
BATT INSUL. W/ "RAFT-R-HATE" BY OWENS CORNING BE PRE-55URE TREATED, MANUF' 5PEG'S. ATOP PLYWD.
TO ALLOW FOR ADEQUrfi�TE VENTING. PROVIDE P.T. JOISTS AS INDICATED ON SECTION
(AND/OR) P.T. BLOCKING A5 5ECO D FLOOR
PANREQUIRED (TYP. @ ALL -DOLOR STYLE TO BE � i�
10.) ALL FLOOR FRAMING 70 BE AT 121, O.G. LOCATIONS) SELECTED BY OWNER
DENOTES HARD WIRED INTERCONNECTED SCALE: 1/4'*'-0"
UNDER ALL BATHS / K17GHEN AREAS. -ALL CONNECTORS / O SMOKE 8 CARBON MONOXIDE DETECTOR
CONNECTIONS IN CONTACT w/ w/ BATTERY BACKUP
AGQ (P.T) LUMBER MUST BE OATH. CEILING NOTE: DENOTES &0 G.F.M. EXHAUST FAN -j
NOTE: APPROVED BY MANUP, -PROVIDE NEW HID. FURRING E.F. VENT TO EXTERIOR
ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING AND MUST HAVE A FINISH STRIPS @ 16" O.G. AS REQ' <
" " WITH EXTRA CORROSION
GLA55 WINDOWS AS MANUFAGIUFRED BY ANDERSEN OR TO ALIGN FINISHED OATH.
EQUAL. DP50 400 SERIES. RESISTANCE OF EITHER GEILIN6 ABOVE p` lu
= Q W
5TAINLE55 STEEL, HOT-DIP 4 A_4 B Q 0 U4 tu
�} }
G.G. TO FIELD VERIFY ALL EX15T FINO DIMEN51ON5 PRIOR OALVANIZED(HDG OR ZMAX
TO ORDERING ALL NEW WINDDW5� 4 DOORS. G.G. TO PROTECTION.
GOORDINATE W/ OWNER ALL WINIDOW5 4 DOORS 5WIN65/ SHINGLE RIDGE GAP GOR-A-VENT
< W Ll 1-
DIRECTION PRIOR TO ORDERIN6., V-500 RIDGE VENT
LEGEND:
-DENOTES
ABBREVIATIONS LEGEND DWELLING HOLD ROOF SHEATHING N�v�� � _ _ _ _ _ _ _ _ _ - - - - - - - - _ - - - -- - -- - - - - -- � o U) Vz
DOWNS AS PER SHINGLES I I I O LQ
DETAIL 5HT. N-2 I I RO Q
AFF. - ABOVE FINISHED ;'FLOOR FELT PAPER I I I I', NEW OF
AV6. - AVERAGE 7/8" -
S.O. - BOTTOM OF I I PROVIDE NEWS I� �_ (SEE ROOF GOV.) W � _
CANT' - CANTILEVER I I z GDR-�`-VENT NOTES, THI5 SHEET, (L/ J J j
I [Y - V-300 CONT
G.B. - COLLAR BEAM RAFTER I tY < RIDGE VENT
r _
G.J. - CEILING JOIST rG
� � � (SEE DETAIL, ��- � � I'-0"
G.L. - CENTER LINE Id I
DLO' - GEILIN6 RIDGE BOARD I X O THIS SHEET) I I I I 11-
CONCRETE MA50MIRY UNIT
GONT' - CONTINUOUS O I i ~ I I 1-3/L R.B. NEW CHIMNEY Q y '
G.T. - COLLAR TIE I I i LVL R.B. F. I ASSEMBLY
L
DBL. - DOUBLE RAFTER DETAIL I I I - __ - - - I - (SEE CHIMNEY v a
DIA. - DIAMETER I I � I I - -� - - - - --� NOTES, THIS ))� ,�
)
D.J. - DECK J015T I 1 E
DISHWASHER
I
EA. - EACH II z
E.E. - EACH END I
I I I to NEW ROOF 3
E.P. - ELECTRIC PANEL I I -1 o
EXT. _ EXTERIOR COR-A- E1 I V-500 �� I. D L. I EXIST. R.B. i lLI� '+O- BELOW o a
Y
FLOOR JOIST
F.J.
F.P. - FIREPLACE I I d x Date Revision/Issue
F.R.5.0. - FIRE RATED SELF CL051 NO
N.T.S. i I I i WE
® &/7/25 15%E0 FOR PERMIT
FT6' - FOOTING
OALV. - 6ALVANIZED I ( EXIST I I 10
G.G. - GENERAL CONTRACTOR I I ROOF I I 8/21/25 REV I AS PER OWNER
HDR. - HEADER
INSUL. z B- INSULATION I 4//22/25 REV 2 A5 PER OWNER
NSUL <
- MANUFACTURER I I I EXIST. R. _BELOW 4/26/25 REV PE 3 A5 R OWNER
MANUF.MECH. - MECHANICAL II --
I ly
M.O. - MASONRY OPENINIO I - I
L Drawn By:- � � � r = J i
O.G. - ON CENTER
O.H. - OVERHANG I I I OZ d < D
P.G. - POURED CONCRETE E :E: i Project#
P.T. - PRESSURE TREATIED I I PROVIDE NEW, TOTAL (2)2 xlO I �_z W
R.B. - RIDGE BOARD I ROOF LEDGER BOARDS (1) ® EA. I � W 25-025
R B - RIDGE BEAM I END OF THE BEARING EDGE OF I I w p
R.B.
RE6Z' - REQUIRED THE NEW R.R. "LAY ON FLAT" Scale
RF. - ROOF - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - � AS NOTED °
R.R. - ROOF RAFTER
R.T. - RAFTER TIE
N
U
SPECS' - SPECIFICATIONS
Date �
T.M.E. - TO MATCH EX15TINO
TYP. - TYPICAL4/15/25
U.S. - UNDERSIDE
A B �
V.I.F. - VERIFY IN FIELD A-4 ` A-4 Sheet#
H.P. - WOOD P05T PLAN- WOOD i�OO
W.M. - WATER METER 4
E.M. - ELECTRIC METER
2
U
N
G.M. - OA5 METER SCALE: 1/4"=I'-O"
I.
i
GENERAL DEMOLITION NOTES
V�\���pRE
v 44
G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO z
PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH IS FOUND
BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
s�0�pHl
2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT b
AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH
THE WORK.
3. WHERE R ECTRIGAL OR PLUMBING LINES ARE TO BE ABANDONED, U, ui Q u. z O
REMOVE ALL 500H WORK. GAP OFF LINES LEGALLY AT FINAL U. a v O Q w w
INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL 12 EXIST. ROOF o �- w
WORK TO BE RECESSED BEHIND FINISHED SURFACES. —rt4 ASSEMBLY Z ai _ } m o o
TO REMAIN a � LLWvz = � F- OF- r`
w0Ow � Q0 zxzU
aJZO oa. � wF V) P
O wOa � � _
�m � ami_ co zx
IL Oz - OUWOV
ZF' ZOOujum
DEMOLITION PERFORMANCE DISCLAIMER § 2 W x m W W 0 m W Q
EXIST. GL5' � c� ZOOc� 0 YC2
GENERAL NOTES: ASSEMBLY N z Q Q R a W U m
-- ��� �� THE ARCHITECT AND/OR H15 CONSULTANTS A55UME NO TO REMAIN = CO) Q E Z y j p a
I.) PROVIDE SIMPSON B SERIES JOIST HANGERS RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION 15 ►- ~ N 3: - Q
AT ALL APPLICABLE LOCATIONS. PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL = EX
REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH ON THESE EXIST —
DRAWIN65 IN A PROFESSIONAL MANNER IN ACCORDANCE WITH BEDROOM #2 GL
2.) ALL BUILT UP LVL HEAVERS TO BE "GOOD GENERAL PRACTICES". SHOULD IN THE EVENT ANY o C,
BOLTED OR NAILED AS PER STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION EXIST. FLOOR N kn
PROCEDURES THE CONTRACTOR 15 TO TEMPORARILY STABILIZE 12 ASSEMBLY ui r E
MANUFACTURER'S REGQUIREMENTS. THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE �; TO REMAIN Cn N M
fA N ..
ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. N 11 _ _-_ _ ui z N c L
3.) DOUBLE ALL FLOOR JO 1 STS UNDER
Q („) NN
z Q ----m
PARALLEL WALLS.
- o
EXIST. WALL O M M
ASSEMBLY w w m ;v
4.) ALL HEADERS NOT IND'IGATED TO BE MIN. 6ENERALBUILDING NOTES: ROOF COVERING NOTES: TO REMAIN ~ f- u- a
I. ALL WOOD CONNECTIONS -ROOF SLOPE (>4:12 d UP): Q a m
(2) 2°XPs" DOUG. FIR. LARGH # 2. TO BE STRAPPED AS PER 30 YR. ASPHALT ROOFCD= v J
SHEET N-I 4 N-2. 5HINOLE-5 ATOP 30# BLD6. i EXIST EXIST EXIST W CO)
DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING 2. ALL LUMBER TO BE FELT, ATOP PLYWD. AS BEDROOM #I HALL BATH
INDICATED ON SECTION.
ROOF OPENINGS. (TYP-) DOU6LA5 FIR LARCH # 2. -ROOF SLOPE (2:12 - 4:12): EXIST. FLOOR EXIST. FND.-\ UT
30 YR. ASPHALT ROOF ASSEMBLY ASSEMBLY
3. 1/2" GYP. BD. (TAPED 5HINOLE-5 ATOP (2) LAYERS TO REMAIN TO REMAIN
6.) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG 5PACKLED - 3 GOATS OF 30# BLD6. FELT w/ ---- -
DOWN TO FOUNDATION OR GIRDER BELOW MIND ON ALL WALLS OVERLAPPED SEAMS, ATOP J (L
CEILINGS PLYWD. AS INDICATED ON
7.) ALL NEW -ROOF RAILING TO OE 3'-0" HIGH RAILING AS PER 4. NEW 5/4" PLYWD. SUBFLR. SECTION. - r SPACE EXIST CRAWL
NAILED d GLUED
N.Y.S. GODS. ( O.G. SPAGINO AS TO NOT ALLOW PASSAGE -"LIBERTY" SELF ADHERING Q V
LOW SLOPING ROOF 5Y5TEM
OF A 4„ OR GREATER SPHERE.) COLOR AND STYLE TO 5. PROVIDE P.T. LUMBER AT BY "GAF", INSTALL A5 PER
BE SELECTED BY OWNIER ALL APPLICABLE MANUF' SPEG'S. ATOP PLYWD.
LOCATIONS (SEE P.T. AS INDICATED ON SECTION
8>) ALL NEW LEDGER BOARDS TO BE SEGURED TO LUMBER NOTES BELOW) AS U
-DOLOR 8 STYLE TO BE BUILDINO
L�STRUGTURE w/ V2" DIA. &ALV. MTL. EXPANSION BOLTS OR SELECTED BY OWNER SECTION 5-5 1-
LAG. SGREWS @ 16" O.G. (STAGGERED TOP 4 BOTTOM)
P.T. LUMBER NOTES:
-ALL NO. JOISTS IN CONTACT
SCALE: 14 =I -O
q.) ALL GATHEDRAL GEILIINGS TO REGEIVE 8-1/4" R-30C WITH GONG. SHALL
BATT INSUL. W/ "RAFT-'-R-MATE" BY OWENS GORNING BE PRE55URE TREATED,
TO ALLOW FOR ADEOUATE VENTING. PROVIDE P.T. JOISTS
(AND/OR) P.T. BLOCKING AS •
REQUIRED (TYP. ® ALL
10.) ALL FLOOR FRAMING TO BE AT 121, O.G.
LOGATIONS) TYP. ROOF GONSTRUGTION:
UNDER ALL BATHS / KIITGHEN AREAS. -AL.L. CONNECTORS / 30 YR. ASPHALT ROOF SHINGLES
CONNECTIONS IN CONTACT w/ (SEE ROOF COVERING NOTES, THI5 SHEET)
AGQ (P.T) LUMBER MUST BE 1/2" EXTERIOR GRADE PLYWOOD GDX
APPROVED BY MANUF',
2"xl0" R.R. ® I6 O.G.
AND MUST HAVE A FINISH
PROVIDE ICE SHIELD
WITH EXTRA CORROSION
RESISTANCE OF EITHER PROVIDE NEW "GOR-A-VENT" SECTION
AYMENT AS PER
SECTION Rg05.1.2 OF THE
STAINLESS STEEL, HOT-DIP V-500 GONT RIDGE VENT 2020 R.GN.Y.S. (TYP. 0 W
6ALVANIZED(HD6 OR ZMAX (SEE DETAIL, SHEET A-3) ALL LOGATION5) U
PROTECTION. 04
I-3/4"xl4" LVL R.B. "RAFT-R-MATE" BY "OWEN'S CORNING to w 0 r
TO PROV'D MIN. I" AIRSPACE AS REQ' T.O. ROOF z E
12 FOR ADEQUATE VENTILATION (TYP) - - O Q _
FOUNDATION NOTE #I:
PROVIIDE NEW TOTAL (2)2"xl0" 4 -0
ROOF LEDGER BOARDS (1) 0 EA. —r 2�-0�� (2)2"x4" GONT' TOP PLATE �-
N ~
ABBREVIATIONS LEGEND ASSEMBLY TO TTOM OF E FOUNDATION w m W W z
END OFF THE BEARING EDGE OF 5 SEAMLESS ALUMINUM Z
AFF. - ABOVE FINISHED FLOOR COMPACTED FILL OR I TON THE NEW R.R. LAY ON FLAT" - - m Q
AVG. - AVERAGE (2,000 P5F), 501L BEARING GUTTERS AND LEADERS T.O. PLATE m
2 AO G.J. 2 x8 ALUM. WRAPPED Z O
PR:OYIDE GALV. MTL. �� �� �� �� � �
CAPACITY. G.G. TO VERIFY RAFTER HANGER (TYP) ® 16" O.G. T.O. WINDOW Q H
B.O. - BOTTOM OF EH FASCIA BD.
SOIL CONDITIONS PRIOR TO 8-I/4" R-30c � ��
CANT CANTILEVER POURING NEW FOUND. 8 TO (2)II-3/4 Ab LVL 2-O
ATH CONT VENTED VINYL SOFFIT
G.B. - COLLAR BEAM CONTACT ARCHITECT IF GONT' RBM. BAIT. INSUL. O.H. _ (J) N
G.J. - CEILING JO15T POUR 501L CONDITIONS ARE EXI:IST. R.B. PROV'D 50LI 2"AO" R.R. _ T.M.E. TYP. WALL GONST: N m
G.L. - CENTER LINE DISCOVERED. ® I6 O.G. LLI - O
CL6' - CEILING ND. BLOCKING PROV'D 2"xi2" P.T. Q VINYL SIDING SELECTED BY OWNER U4 O O
G.M.U. - CONCRETE MA5O)NRY UNIT - - - - N
EX1:15T. ROOF "TYVEK" BUILDING WRAP i i �-
LEDGER BOARD,
CONT' - CONTINUOUS OUNDATI ON NOTES AsySEMBLY - -- 12 1/2" EXTERIOR PLYWOOD COX
~ r
G.T. - COLLAR TIE TO' REMAIN 12 SECURED TO STRUG.
DBL. - DOUBLE 5/5" DIA FOUNDATION ANCHOR 8� PROVIDE 2"xl0" (SEE DEN. NOTE #a) 12 2 x4 WD STUDS ® I6 O.G.
DIA. - DIAMETER
BOLTS ® 2'-6" O.G. MAX. AND PROVIDE
W/ HORIZONTAL BLOCKING Ca
D.J. - DECK JOIST MAX I'-O" FROM CORNERS. P.T. LEDGER TUIRE .O. FLOOR
�6"O.Z:��-��_, 3-I/2" R-15 BAIT INSUL. � d
D.W. - DISHWASHER TBOO SAGE� E DGEN _ w/ 1/2" R-3 RIGID INSUL. T.O. HDR. cw z
EA. - EACH
� 2"x4" GONT' SOLE PLATE �' �
EXIST. WALL NOTE #8) (2)I-3/41'xq-1, . - I'-8 T.O. WINDOW o
E.E. - EACH END BUILDING NOTE: EXIST LVL F HDR •M E• 2"xl2" CONT. RIM JOIST
E.P. - ELECTRIC PANEL. MAINTAIN UPLIFT CONNECTIONS ASSEMBLY - o a
® RAFTER ENDS AT NAILING - K I TGHEN _ „ ' 2"x8" GONT. RIM J015T =
EXT. EXTERIOR _ _
F.J. - FLOOR J015T PAD. TYP. FOR ALL FALSE TO REMAIN _ 2 xl2 J. N
F.P. - FIREPLACE VALLEY CONNECTIONS. AL50 �_ PROVIDE GALV. MTL. ® I6" i IG. = 2) 2"W P.T. 51H PLATE ON Date Revision/Issue
JOIST HANGER (TYP) tr COPPER TERMITE SHIELD w/ SILL 3 =
F.R.S.G. - FIRE RATED SELF CLOSING MAINTAIN VENTILATION ! EW - INSULATION. SECURE w/ 5/8" DIA. x 12" w r- -� Sn125 155UED FOR PERMIT
FTC' - FOOTING r PROVIDE 2"x8" r- LONG "J" ANCHOR BOLTS ® MAX.
_ L ONDRY I�-' 8/21/25 REV I A5 PER OWNER
6ALV. 6ALVANIZED
P.T. LEDGER (MAX.G.G. - GENERAL GONTRAGTOR ,� 2 6 O.G. (M 12 FROM CORNERS)
HDR. - HEADER EXIST. FLOOR „
BOARD, SECURED �� �� � �i �, 8 POURED GONG. FOUND. q//22/25 REV 2 A5 PER OWNER
INSUL. - I1�EADE ION NOTE: ASSEMBLY TO STRUG. (SEE DEN. 2 x& I`IJ. WALL ON q5% COMPACTED
TO REMAIN NOTE RU 0 1611 ,� q/26/25 REV 3 AS PER OWNER
_ FILL OR I TON VIRGIN SOIL. T.O. FLOOR
MANUF. - MANUFACTURER SEE 5HT. N 2 FOR RAFTER _ z -
MECH. - MECHANICAL TO PLATE TO STUD
M.O. - MASONRY OPENIN�IG CONNECTION INFO. (TYP) COORDINATE WfTH STRUCTURAL m Drawn By:
PLANS)
O.G. - ON CENTER
PROV'D 2" R-13 GRADE H D�
O.H. - OVERHANG PROV DEHUMIDIFIER CLOSED CELL SPRAY - -
P.G. - POURED GONGRE`TE EXIST. FND. W FOAM INSUL. Project#
P.T. - PRESSURE TREATED ASSEMBLY
AS PER SECTION R408.3. z
TO REMAIN MANUF' BY "APRILAIRE" gl;A-�.
I/ R-21 I- PROV'D 6 MIL. 25-025 a
R.B. - RIDGE BOARD MODEL#E010 OR EQUAL. -
RBM. - RIDGE BEAM INSTALL DRAIN LINE TO INSUL. .;,�. t; Q POLYETHYLENE
REQ' - REQUIRED EXTERIOR m VAPOR BARRIER Scale
RF. ROOF R.R. - ROOF RAFTER PROVIDE SOLID WD. HELICAL PILE (TYP.; AS NOTED
BLOCKING AS COORDINATE WITH
R.T. - RAFTER TIE
5PEG5' - SPECIFICATIONS REQUIRED, 8'-O" O.G. STRUCTURAL DWGS)
T.M.E. - TO MATCH EXISTIING MAX. SPAGIN6 (TYP. Date 3
-lYP• _ -TYPICAL 0 ALL LOCATIONS) �I-/15/2r✓'
U.S. - UNDERSIDE
Y.I.F. - VERIFY IN FIELD BUILDINO 5F.OTION 5-13 Sheet#
Hp. - WOOD P05T
n
W.M. - WATER METER
- ELECTRIC METER Q
NO. WOOD
E.M. '. SCALE: (/4"=I'-O" 7
G.M. - OAS METER v
Y
N
K
I -
i
TABLE N 1 102.4. 1 . 1 (R402.4.1 .1) Q
GENERAL DEMOLITION MOTES EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) AIR BARRIER AND INSULATION INSTALLATION
I G.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO EXTENT OF HEADER WITH SINGLE PORTAL FRAME _ �RE
PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH 15 FOUND MIN. 3"x1I 1/4" NET HEADPER STEEL HEADER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
BETWEEN THESE: PLANS AND ACTUAL FIELD CONDITIONS SHALL BE (ONE BRAGED WALL PANEL) PROHIBITED IF 1/2" SPACER IS USED, PLACE
BROUGHT TO THE ATTENTION 01= THE ARCHITECT IMMEDIATELY. 2'-IS' FINISHED WIDTH OF OPENING ON BAGK SIDE OF HEADER ' z
FOR SINGLE OR DOUBLE PORTAL FASTEN KING STUD TO
2. G.G. TO BE FAMILIAR WITH GONIPLETE PROJECT Its), �20�, <<c,
HEADER WITH 6 16D A GONTINUOUS AIR BARRIER SHALL BE
AND 5ET OF DRAWINGS AND THEIR INTENT BEFORE PROGEEDING WITH _ 6��1 P o
SINKERS INSTALLED IN THE BUILDING ENVELOPE. AIR-PERMEABLE INSULATION SHALL NOT
THE WORK. TENSION STRAP PER GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE BE USED AS A SEALING MATERIAL.
PONY WALL TABLE 602.10.6.4 (ON GONTAINS A CONTINUOUS AIR BARRIER.
3, WHERE ELECTRICAL OR PLUMBIING LINES ARE TO BE ABANDONED, HEIGHT OPPOSITE SIDE OF
REMOVE ALL EOGH WORK. GAP' OFF LINES LEGALLY AT FINAL ° ° ° ° SHEATHING) BREAKS OR JOINTS IN THE AIR BARRIER
W
INAGGE551BLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL SHALL BE SEALED. W Li' a U. z
WORK TO BE R.ECE-55ED BEHIND FINISHED SURFACES. ° ° ° °
� � > avwoc! = x
° ° ° 0 0 o THE AIR BARRIER IN ANY DROPPED w o w o F LL
° ° ° ° IF NEEDED PANEL - n m o o
SPLICE EDGES SHALL CEILING / SOFFIT SHALL BE ALIGNED WITH a ~ ,� = z _ m
FASTEN SHEATHING TO HEADER WITH 8D OCCUR OVER AND BE FASTEN TOP ME INSULATION AND ANY GAPS IN THE AIR THE INSULATION IN ANY DROPPED W Q o w W a p a z = z v
N C E DISCLAIMER J COMMON OR GALVANIZED BOX NAILS IN 3" NAILED TO COMMON PLATE TO HEADER WITH CEILING L I NS / ATTIC G W o a = N m
BARRIER SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH m 3 Z oa a 0 o: w i- w w
BLOCKING WITHIN THE TWO ROWS OF I6D THE AIR BARRIER. w w a. �. m 00000
=
DEMOLITION PERFORMA GRID PATTERN AS SHOWN MIDDLE 24" OF THE SINKER NAILS AT 3" O.G. AGGESS OPENINGS, DROP DOWN STAIRS z a W O z o W v
OR KNEE WALL DOORS TO UNCONDITIONED § 2 W = m m v z o L' z a
HEADER TO JACK-STUD STRAP PER TABLE PORTAL-LEG HEIGHT. TYP. E F- F- w o m w
THE ARCHITECT AND/OR H15 CONSULTANTS ASSUME NO R6O2.1O.6.4 ON BOTH SIDES OF OPENING ONE ROW OF 3" O.G. ATTIC SPACES SHALL BE SEALED. 0 E z o o z o _ _ �
RESPONSIBILITY FOR THE MEANS B1Y WHICH THE DEMOLITION 15 i OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED o a z a m z (L ~
PERFORMED. THE CONTRACTOR AMID HIS SUBGONTRAGTORS SHALL H IN EACH PANEL EDGE. CAVITIES WITHIN CORNERS AND HEADERS = m (n p a 3
MIN. DOUBLE 2"x4" FRAMING COVERED MIN. 3/8" WOOD THE JUNCTION OF THE FOUNDATION AND OF FRAME WALLS SHALL BE INSULATED F- F = z X Q
REMOVE AND/OR PERFORM THE ITEMS NOTED A5 SUCH ON THESE � WITH MIN. 3/8" THICK WOOD STRUCTURAL STRUCTURAL PANEL
SILL PLATE SHALL BE SEALED. BY COMPLETELY FILLING THE GAVITY
DRAWINGS IN A PROFESSIONAL MAINNER IN AGGORDANGE WITH _ TYPICAL PORTAL
PANEL SHEATHING WITH SD COMMON OR SHEATHING WALLS THE JUNCTION OF THE TOP PLATE AND THE WITH A MATERIAL HAVING A THERMAL
GOOD GENERAL PRACTICES". 5HO)1LD IN THE EVENT ANY O GALVANIZED BOX NAILS AT 3" O.G. IN FRAME CONSTRUCTION-, RESISTANCE OF R-3 PER INCH MINIMUM.
STRUCTURAL DAMAGE OCCUR WHILE: INSTITUTING DEMOLITION p ' TOP OF EXTERIOR WALLS SHALL BE N
i O ALL FRAMING (STUDS AND SILLS) A5 MIN. DOUBLE 2 x4 POST SEALED. EXTERIOR THERMAL ENVELOPE: o in
PROCEDURES, THE CONTRACTOR IS TO TEMPORARILY STABILIZE INSULATION FOR FRAMED WALLS SHALL N E
THE STRUCTURE TO A "SAFE" CONDIITION AND NOTIFY THE N SHOWN �• (KING AND JACK STUD)) uj
ARCHITECT AND/OR. ENGINEER IMMEDIATELY FOR RECTIFICATION. NUMBER OF JACK STUDS
KNEE WALLS SHALL BE SEALED. BE INSTALLED IN SUBSTANTIAL CONTACT
H � R
MIN. LENGTH OF PANEL PER TABLE PER TABLES R6O2.70)W2) AND GONTINUOUS ALIGNMENT WIITH THE I >; o ti N aM•• s
R6O2.1O.5 AIR BARRIER. w Z N C°
MIN. (2) 1/2" DIAMETER ANCHOR BOLTS a W N N a
0
GENERAL NOTES: INSTALLED PER SEGTION R4O3.Ib WITH WINDOWS, SKYLIGHTS AND
THE SPACE BETWEEN FRAMING AND Z Q --�
.) PROVIDE "S I MPSON B SERIES" JOIST HANGERS 2"x2"x3/I6" PLATE WASHER ". DOORS SKYLIGHTS, AND THE JAMBS OF WINDOWS w w v
AND DOORS, SHALL BE SEALED. W
AT ALL APPL I GABLE LO�GATI ONS. :.I I ^;I L: , i t:- :�.•-;::.: - I r.<I r� ,I is a c: m
II 11 11 _.,. 11` Ir..: 11' a
f:. RIM JOISTS SHALL INCLUDE THE AIR o
RIM JOISTS SHALL BE INSULATED.
a. .'.- RIM JOISTS co
FRS TO BE
T UP V HEAD ,. .. .•.BUILT L L 2. ALL L
)
BARRIER.
BOLTED OR NAILED AS PER
MANUFAGTURER'S REOUIREMENTS. OVER CONCRETE OR MASONRY $LOOK FOUNDATION ANCHOR BOLTS PER FLOOR FRAMING CAVITY INSULATION W
SECTION R4O3.1.6 SHALL BE INSTALLED TO MAINTAIN
5.) DOUBLE ALL FLOOR JO I I STS UNDER PERMANENT CONTACT WITH THE
NAIL SOLE UNDERSIDE OF SUBFLOOR DEGIKIN6. O
PARALLEL WALLS. ALTERNATIVELY, FLOOR FRAMING CAVITY J
WOOD STRUCTURAL NAIL SOLE PLATE (2) FRAMING ANCHORS;, PLATE TO JOIST FLOORS INGLUDINO THE AIR BARRIER SHALL BE INSTALLED INSULATION SHALL BE IN GONTAGT WITH
PANEL SHEATHING TO JOIST AS PER I I APPLIED ACROSS PER TABLE GANTILEVERED FLOORS AND AT ANY EXPOSED EDGE OF INSULATION. THE TOP SIDE OF SHEATHING OR
4.) ALL HEADERS NOT INDIGATED TO BE MIN. 11 TO TOP OF BAND TABLE Rb02.3(1) I I SHEATHING JOINT WITHI A R6O2.30U FLOORS ABOVE GARAGES. CONTINUOUS INSULATION INSTALLED ON � U
(2) 2"x8" DOUG. FIR. LARGH # 2. __ OR RIM JOIST L__ __ CAPACITY OF 670 LBS. INW THE UNDERSIDE OF FLOOR FRAMING; AND
THE HORIZONTAL AND EXTENDING FROM THE BOTTOM TO THE Lo W
VERTICAL DIREGTIONS'� TOP OF ALL PERIMETER FLOOR FRAMING _�
5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GE I L I NG MEMBERS
U
4 ROOF OPENINGS. TYP.) 0
APPROVED BAND
EXPOSED EARTH IN UNVENTED CRAWL GRAWL SPACE INSULATION, WHERE
SPACES SHALL BE COVERED WITH A PROVIDED INSTEAD OF FLOOR
•[
OR RIM JO15T CRAWL SPACE WALLS GLASS I VAPOR RETARDER WITH INSULATION, SHALL BE PERMANENTLY
6.) ALL WOOD POSTS TO RECEIVE SOLID WOOD BLOCKING OVER RAISED WOOD FLOOR - FRAMING ANC OPTION
DOWN TO FOUNDATION OR GIRDER BELOW �.
(WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS.
FRONT ELEVATION SCOTION DUCT SHAFTS, UTILITY PENETRATIONS,
-7.) ALL NEW RAILING TO BE: 3 -O HIGH RAILING AS PER SHAFTS, PENETRATIONS AND FLUE SHAFTS OPENING TO N.Y.S. CODE. ( O.G. SPAGINO AS TO NOT ALLOW PASSAGE EXTERIOR OR UNCONDITIONED SPACE
OF A 4" OR GREATER SPHERE) COLOR AND STYLE TO NAIL SOLE SHALL BE SEALED.
BE SELECTED BY OWNER I WOOD STRUCTURAL NAIL 5OLE PLATE I I ATTACH SHEATHING TO PLATE TO JOIST BATTS IN NARROW CAVITIES SHALL BE
PANEL SHEATHING TO JOIST A5 PER BAND OR RIM JOIST WNITH PER TABLE GUT TO FIT OR NARROW CAVITIES
TO TOP OF BAND TABLE R6O2.3(I) I I W COMMON NAILS AT' 3" R6O2.3(I) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT
8.) ALL NEW LEDGER BOAi�DS TO BE SECURED TO OR RIM JOIST L__ __ O.G. TOP AND BOTTOM1 ON INSTALLATION READILY CONFORMS
., 0M9�o 1
STRUGTURE w/Y2" DIA. &ALV. MTL. EXPANSION BOLTS OR ° ° TO THE AVAILABLE CAVITY SPACE.
LAG. SGREWS ® 16" O.G.. (STAGGERED TOP $ BOTTOM) AIR SEALING SHALL BE PROVIDED
GARAGE SEPARATION BETWEEN THE GARAGE AND
CONDITIONED SPACES.
cf.) ALL CATHEDRAL GE I L I NAG S TO REGE I VE 8-I/4" R-30c APPROVED BAND
BAIT INSUL. W/ "RAFT-R:-MATE" BY OWENS CORNING WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST REGESSED LIGHT FIXTURES INSTALLED REGESSED LIGHT FIXTURES INSTALLED IN w
RECESSED LIGHTING IN THE BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL (n W
TO ALLOW FOR ADEQUATE VENTING. OVER RAISED WOOD FLOOR - OVERLAP OPTION SHALL BE SEALED TO THE SURFACE. BE AIR TIGHT AND IG RATED. U }
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PLUMBING AND WIRING WIRING AND PLUMBING OR INSULATION Q
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G.M.U. - CEILINCONCRETE MASONIRY UNIT NI1O2.4 - THE BUILDING THERMAL HOT WATER BOILER OUTDOOR 'Q
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SUPPLY AND RETURN REGISTER
DIA. - DIAMETER REQUIREMENTS OF SECTIONS N11O2.4.1 OR TWO-PIPE HEATING SYSTEMS HEATED WATER CIRCULATION HVAG REGISTER BOOTS BOOT a
THERMAL ENVELOPE SHALL BE SEALED TO
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D.W. - DISHWASHER (R4O2.4b) OF THE 2020 R.G.N.Y.S. CONTROL THAT LOWERS THE BOILER WITH SECTION N11O3.5.1.1. (R4O3.5.1.1) CEILING PENETRATED BY THE BOOT. cmz
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E.P. - ELECTRIC PANEL ACCORDANCE WITH THE ACCORDANCE WITH SECTION ONLY BE SEALED IN A MANNER THAT IS a
EXT. - EXTERIOR HOT WATER PIPES NOTE: REQUIREMENTS OF SECTION N11O3.2 N11O3.5.1.2. (R4O35.1.2) AUTOMATIC RECOMMENDED BY THE MANUFAGTURER.
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F.P. - FIREPLACE HOT WATER PIPES SHALL BE AND PUMPS SHALL BE ACCESSIBLE. Date Revision Issue
SHALL NOT BE USED TO FILL VOIDS
F.R.S.C. - FIRE RATED SELF CLOSING INSULATED IN AGGORDANCE WITH THE MANUAL CONTROLS SHALL BE
BETWEEN FIRE SPRINKLER COVER PLATES 8/7/25 ISSUED FOR PERMIT
FTC' - FOOTING REQUIREMENTS OF SECTION N11O3.5.3 MECHANICAL VENTILATION READILY ACCESSIBLE. AND WALLS OR GEILINOS.
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INSUL. - INSULATION WITH VENTILATION THAT MEETS THE NOTE: q/26/25 REV 3 AS PER OWNER
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CONTINUOUS BEAD OF SEALANT PROOVIDE RIGID CAVITY INSULATION
PROVIDE STUD CAVITY CLOSURE INSSULATION BAFFLE CAVITY INSULATION Q
ON THE BACK SIDE OF EACH AR20UND VENTILATION RIGIDUNIN I SULA KNEE WALL Project#
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14 FLOOR ASSEMBLY
PEERIMETER Of CLOSURE AT
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EXPANDIING FOAM SEALANT AT PERIMETER PROVIDE SOLID BLOCKING ° °� Date u
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DRYWALL CEILING DRYWALL CEILING CAVITY INSULATION BAND JOIST INSULATION AIR SEALING AT AIR SEALING AT PLATFORM 4/15/25
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PROVIDE INTERIOR
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CONTINUOUS BE D
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INTERIOR ASSEMBLY U
EXTERIOR INSULATED WALL CABINETRY
WOOD FRAME SOFFIT
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ATTIC INSULATION
INTERIOR INSULATED WALL ATTIC FLOOR FRAMING
BETWEEN CONDITIONED RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE"
SPACE AND ATTIC COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE
• ROOF SKYLIGHT' EXPANDING FOAM SEALANT ROUGH STRINGER SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED
—ROOF RAFTER GYPSUM BOARD
RIGID INSULATION (BOTH SIDES OF WALL)
R-VALUE/THICKNESS PER CLIMATE
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FOAM LU
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EXPANDING FOAM SEALANT SEALANT EXPANDING INSTALL SEALANT TYPICAL ._J i*i O F
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PARTITION
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PRESSURE SEAL AT W
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SIDE OF SKYLIGHT SHAFT 0 _J i�,•i, O
MANUFACTURED PULL DOWN STAIR j W
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ATTIC INSULATION EXPANDING FOAM SEALANT 0 N
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GYPSUM BOARD LINER— < Q
SECTION THRU STAIRWAY SECTION THRU WALL 0 AIR SEALING AT COMMON N
WALL BETWEEN DWELLING m
AIR SEALING AT INTERIOR WALL UNITS Q
AIR SEALING AT ATTIC PULL m
BETWEEN CONDITIONED SPACE z
AND UNCONDITIONED ATTIC DOWN ATTIC STAIR 3
AIR SEALING AT SKYLIGHT SHAFT o
Date Revision/Issue
VI/25 ISSUED FOR PERMIT
&/21/25 REV I AS PER OWNER
RIGID INSULATION-"R-VALUE/DEPTH PER CLIMATE
EXTERIOR INSULATED WALL COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE V220 REV 2 A5 PER OWNER
EXTERIOR INSULATED WALL RIGID INSULATION SHEATHING SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED
PLYWOOD/OSB SHEATHING "R-VALUE/THICKNESS PER CLIMATE ATTIC INSULATION q/26/25 REV 5 AS PER OWNER
PORCH RAFTER (TAPE ALL JOINTS)
2x LEDGER ON TOP OF PORCH RAFTER Drawn By:
IS
WEATHER BARRIER 2x LEDGER ON TOP OF
AND SHEATHING RIGID INSULATION DS
4
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AIR SEALING AT PORCH ROOF
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Compliance Certificate
Project Information
Project Title: Wamsley Residence
Energy Code: 2018 IECC
Location: Southold,New York
Construction Type: Single Family
Project Type: Addition
Project Sub Type: None
Glazing Area: 8%
Climate Zone: 4a(5572 HDD)
Project No: 1758581
All Electric: false
Is Renewable: false
Has Battery: false
Has Charger: false
Has Heat Pump false
Construction Site: Owner/Agent: Designer/Contractor:
490 Williamsburgh Drive Thomas Blore
Southold,NY 11971 60 Carleton Avneue
Thomas D.Blore Architect,P.C.
Islip Terrace,NY 11752
(631)277-2022
TBlore@TDBArch.com
Project Notes:
9122/25 Rev 2 as per owner
I
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 1 of 11 I
r
Envelope Assemblies
Prop. Req.
Assembly Gross Area or Cavity Cont. U- U- Prop. Req.
Perimeter R Value R Value Factor/ Factor/ UA UA
F-Factor F-Factor
Ceiling 1:Flat Ceiling or 99 30.0 0.0 0.035 0.026 3 3
Scissor Truss
Ceiling 2:Flat Ceiling or 88 30.0 0.0 0.035 0.026 3 2
Scissor Truss
Ceiling 3:Cathedral 146 30.0 0.0 0.034 0.026 5 4
Ceiling
Floor 2:All-Wood 147 30.0 0.0 0.033 0.047 5 7
Joist/Truss
Floor 3:All-Wood 61 21.0 0.0 0.044 0.047 3 3
Joist/Truss
Floor 1:Slab-On-Grade 45 10.0 0.640 0.700 0 0
(Unheated)
Insulation depth:4.00'
Insulation position:
Horizontal Insulation
Exterior Wall:Wood 726 15.0 3.0 0.061 0.060 39 39
Frame,16"o.c.
Casement Windows: 37 0.290 0.320 11 12
Wood Frame
SHGC:0.29
Awning Windows:Wood 6 0.290 0.320 2 2
Frame
SHGC:0.28
Double Hung Windows: 20 0.300 0.320 6 6
Wood Frame
SHGC:0.28
Door:Solid Door(under 20 0.200 0.320 4 6
50%glazing)
Interior Attic Wall:Wood 93 15.0 0.0 0.077 0,060 7 6
Frame,16"o.c.
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES
NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Compliance Statement
The proposed building design described here is consistent with the building plans,specifications,and other calculations
submitted with the permit application.The proposed building has bejq,J6s[gne[)`t Lneet the 2018 IECC requirements in
REScheck-Web and to comply with the mandatory requirements li �nh. E(?i Inspection Checklist.
PS DAN
Va 0 aU`-'�)5
Name-Title Sig t e u _ * Date
OF i
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 2 of 11
Inspection Checklist
Energy Code:2018 IECC
Requirements:0%were addressed directly in the RESCheCk software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each
requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being
claimed.Where compliance is itemized in a separate table,a reference to that table is provided.
Pre-Inspection/Plan Review
Section I Plans { Field i { {
# } Verified_ Verified - 1
&R®q.ID Pre-Inspection/Plan Review ! Value Value i Complies? f Comments/Assumptions
103.1, Construction drawings and !O Complies j
103.2 documentation demonstrate Does Not
[PR1)1 energy code compliance for the
building envelope.Thermal omply
envelope represented on Not
construction documents. Z56servable
Not I
pplicable
'1031, i Construction drawings and I❑Complies
i 103:2, {documentation demonstrate i Does Not
403.7 energy code compliance for
[PR3)1 lighting and mechanical ; omply
systems.Systems serving Not
multiple dwelling units must servable
demonstrate compliance with ![�Not
the IECC Commercial Provisions. j�
j pplicable
302.1, Heating and cooling equipment i Heating: Heating: 0 Complies
403.7 is sized per ACCA Manual S I Btu/hr I Btu/hr
[PR2)2 based on loads calculated per r Does Not
ACCA Manual I or other methods omply
approved by the code official. Cooling: Cooling: Not
I Btu_ /hr_ Btu_ _/hr 2servable
p P Not {
plicable
Additional Comments/Assumptions:
"1 I
1
1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 3 of 11
Foundation Inspection
Section �i Plans Field
# Verified (. Verified
&Req.ID Foundation inspection Value I Value ! Complies? Comments/Assumptions ,I
402.1.2 Slab edge insulation R-value. R f R= Q Complies 'See the Envelope
Assemblies table for
([F0l]1 �=
[] O Does Not values
} Unheated Unheated Umply
Heated Not
Heated Rservable
Not
I applicable
II i
3.03.2.1 I A protective covering is C:)Complies
[F011]2 ;installed to protect exposed
exterior insulation and extends Q Does Not
a minimum of 6 in,below grade. P omply
Q Not
Observable I
i ( Not
i
pplicable
403.9 !Snow-and ice-melting system I Complies j
[F012]2 i controls installed. I Does Not If
omply
RNot
servable
i n Not
pplicable
402.1.2 Slab edge insulation ft ft Complies f See the Envelope i
[FO3]1 depth/length. Does Not Assemblies table for
Q values
Comply
RNot
servable
Not
} Applicable I
I
Additional Comments/Assumptions:
I 1
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 . Low Impact(Tier 3)
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 4 of 11
Framing / Rough-In Inspection
Section Plans Field
# Framing/Rough-In Verified Verified
&Req.ID i Inspection Value Value„ Complies? I Comments/Assumptions
402.1.1, Door U-factor. I U( 1 U f I Complies See the Envelope
402.3.4 - = = Does Not Assemblies table for
[FR111 values
omply
Not
I servable
ONot
pplicable I
402.1.1, Glazing U-factor(area-weighted �Complies See the Envelope
402.3.1, average). I U= U= Does Not Assemblies table for
402,3,3 values
402.5 I omply
[FR2]1 Q Not
Observable
Not
pplicable
402.4,1.1 Air barrier and thermal barrier {0 Complies
[FR23]1 installed per manufacturer's
instructions, Dols Not
o Py
?RNot
i Observable
1 +QNot
i
pplicable
402.4.3 Fenestration that is not site built o Complies
[FR20]1 is listed and labeled as meeting
AAMA/WDMA/CSA []Does Not
101/I.S.2/A440 or has infiltration I Comply
rates per NFRC 400 that do not Not
exceed code limits, I
f1 servable
i
'Q Not
Applicable
402.4.5 j IC-rated recessed lighting t Complies
[FR16]2 fixtures sealed at O
'housing/interior finish and C Does Not
i labeled to indicate 52.0 cfm omply
leakage at 75 Pa. ?(�Not
I
j servable
'QNot
' ;Applicable i
403.3.1 Supply and return ducts in attics Complies i
[FR12]1 insulated>=R-8 where duct is Does Not
>=3 inches in diameter and
>=R-6 where<3 inches. :Comply
Supply and return ducts in other ; Not
portions of the building (�servable
insulated>=R-6 for diameter '(�Not
>=3 inches and R-4.2 for<3 j�
inches in diameter. pplicable
403.3.2 Ducts,air handlers and filter i Complies
[FR13]1 boxes are sealed with
joints/seams compliant with ❑Does Not
International Mechanical Code i Comply
or International Residential [�I ; Not
Code,as applicable. servable
PpNot
plicable
403.3.5 j Building cavities are not used as O Complies I
IFR15]3 I ducts or plenums.
P Does Not
Comply
Q Not
Observable
Not
pplicable
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 5 of 11
Section I Plans ' Field i
# I Framing/Rough-In - Verified Verified I
&Req.ID Inspection + Value Value Comeplies? ;Comments/Assumptiorris
403.4 HVAC piping conveying fluids R I� R f� 0 Complies
[FR17]? above 105 F or chilled fluids � J �J Does Not
below 55 4F are insulated to zR-
3. omply
[ ]Not
servable
(�Not
i I pplicable
i
403.4.1 Protection of insulation on HVAC Q Complies
[FR24]1 piping. Co Does Not
mply
a ;6Not
servable
( ]Not
pplicable
403.5.3 'Hot water pipes are insulated to R f 1 R f I 0 Complies
(FR18]= ?R-3• l J �J Does Not
Comply f
QNot
servable
p( J Not
{ plicable
403.6_ Automatic or gravity dampers Complies
[FR19]z are installed on all outdoor air
intakes and exhausts. Q Does Not
Comply
6Not
servable
(1 Not
1pplicable i
303.1.3 U-factors of fenestration 0 Complies
[FR4]1 products are determined in i
accordance with the NFRC test Does Not
procedure or taken from the Omply
i default table. (�Not
servable
Not
F '
pplicable l
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 6 of 11
Insulation Inspection
Section I (' Plans Field j
# Verified Verified
& Req.ID I Insulation Inspection l Value Value I Complies? Comments/Assumptions
303.1 All installed insulation is labeled ❑Complies I
[IN13]2 I or the installed R-values (�Does Not
i provided. comply
I RNot
servable
1 Not f
( l Jpplicable
I
402.1. s Not
1, Floor insulation R-value. I R�I R� Complies See the Envelope
402.2.6 � J Doe Assemblies table for
[INl]1 ❑Wood ❑Wood values
omply
f I❑Steel ❑Steel Not
servable
PpNot
plicable !I `
303.2, Floor insulation installed per ❑Complies
402.2.8 manufacturer's instructions and I
[IN2]1 in substantial contact with the o�Does Not
underside of the subfloor,or :Comply
floor framing cavity insulation is Not I
in contact with the top side of P.Servable +111+
sheathing,or continuous Not I
insulation is installed on the
underside of floor framing and I pplicable
extends from the bottom to the
top of all perimeter floor I
framing members.
402.1.1, Wall insulation R-value.If this is ` ❑Complies I See the Envelope
402.2.5, a mass wall with at least 1/=of IR� R� !O Does Not Assemblies table for
402.2.6 the wall insulation on the wall I❑Wood ❑Wood C values
[IN3]1 exterior,the exterior insulation Mass Mass omply f
requirement applies(FR10). ❑ ❑ (�]]Not
❑Steel ❑Steel `Rservable
PpNot
plicable
303.2 Wall insulation is installed per ❑Complies
[IN4]1 I manufacturer's instructions. Po Not
i omply
RNot
servable
�Not
J�pplicable
`Additional Comments/Assumptions:
I
I
I
i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 7 of 11
Final Inspection Provisions
Section Plans Field'-
Verified Verified
&Req.ID ' Final Inspection Provisions Value Value . Complies?, Comments/Assumptions
402.1.1, Does Not'Ceiling insulation R-value. R= R= I 0 Complies See the Envelope
402.2.1, Assemblies table for
402.2.2, 0 Wood 0 Wood I values
402.2.6 omply !
[Fill' I 0 Steel 0 Steel Not
! Eervable
Not
pplicable
i
303.1.1.1, Ceiling insulation installed per 0 Complies
303.2 manufacturer's instructions. Does Not
[F1211 Blown insulation marked every
300 ft'. Po
mply i
RNot
servable
jPpp Not
licable
403.1.2 1 Heat pump thermostat installed 0 Complies
[FI10]2 on heat pumps. Does Not
Comply
! RNot
" ! servable
i�Not
pplicable
403.5.1' ;Circulating service hot water 0 Complies
[Flll]2 systems have automatic or �Does Not
!accessible manual controls. ;Comply
1 Not
11 servable
f �Not
Applicable
� I
403.6.1 All mechanical ventilation i 0 Complies
[F12512 I system fans not part of tested Does Not
and listed HVAC equipment I
meet efficacyy and air flow limits
{�OmPIY
per Table R403.6.1. 1 RNot
servable
nNot
i
Pp""plicable
403.2 1 Hot water boilers supplying heat 0 Complies
[F126]2 through one-or two-pipe I Does Not
heating systems have outdoor
setback control to lower boiler omply
water temperature based on !QNot
outdoor temperature. servable
PpNot
Plicabie
i
403.5.1.1 I Heated water circulation !0 Complies
[F12812 systems have a circulation Does Not
pump:The system return pipe is
a dedicated return pipe or a• I Comply
cold water supply pipe.Gravity (—]Not
and thermos-syphon circulation servable
s stems are not present. I
Cot ntrols for circulating hot 0 Not
!water system pumps start the Applicable
pump with signal for.hot water
;demand within the occupancy. q ,
Controls automatically turn off
the pump when water is in
circulation loop is at set-point
'temperature and no demand for
hot water exists.
403.5.1.2 Electric heat trace systems 0 Complies
[P129]2 comply with IEEE 515.1 or UL Does Not
515.Controls automatically
adjust the energy input to the Comply
heat tracing to maintain the Not
(�
desired water temperature in servable
the piping. Not
Applicable
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 8 of 11
Section' ++ ( Plans i Field i . '
# I Verified Verified
&Req.ID. ( Final Inspection Provisions I Value Value Complies? ;Comments/Assumptions
403.5.2 - +Demand recirculation water Complies
[FI30]2 systems have controls that
manage operation of the pump Q Does Not
and limit the temperature of the ;Comply
water entering the cold water Not
piping to<=1044F. servable
Not
pplicable
403.5.4• Drain water heat recovery units Q Complies
[F[31]2 I tested in accordance with CSA J
i B55.1.Potable water-side Does Not
pressure loss of drain water omply
heat recovery units<3 psi for I[�Not
individual units connected to Observable
1 one or two showers.Potable Not
I water-side pressure loss of drain X�
water heat recovery units<2 i pplicable
psi for individual units
connected to three or more
showers.
i
404.1 90%or more of permanent 0 Complies
IFI611 fixtures have high efficacy
P Does Not
lamps. j om
PY
IQ Not
servable 1
y n Not
pplicable 1
404:1-.1 j Fuel gas lighting systems have OComplies
[FI23]3 no continuous pilot light.
Io Does Not
0mply
• i Ob Not
servable
P� Not
pplicable
401:3 I Compliance certificate posted. Complies
Co Does Not If
! mply
QNot
servable
P�Not
Applicable
303.3 ,Manufacturer manuals for 1(:)Complies
[FI18]3- mechanical and water heating Does Not
systems have been provided.
Comply
QNot
servable 4
P Not
y pplicable
402.2.3 !Vented attics with air permeable O Complies
[1`I22]? insulation include baffle ' Does Not
-I adjacent to soffit and eave
vents that extends over ! omply
insulation. (�Not
j�6servable
Not
- pplicable
402.2.4 Attic access hatch and door R� R f 1 Complies
[FI3]1 insulation all-value of the LJ Does Not
adjacent assembly.
I omply
Not
servable
Not
pplicable
I I
1402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= O Complies
[FI17]1 ach in Climate Zones 1-2,and �-1 f� I i
<=3 ach in Climate Zones 3-8. J L_ _J 1 Does Not
I mply�
1 �Not
servable
Not
l�pplicable
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 9 of 11
Section i i Plans Field I
# . Verified Verified I i
&,Req.ID 1 Final Inspection Provisions # Value I Value Complies? i Comments/Assumptions'
i
403.3.3 Ducts are pressure tested to Complies
[FI2711 determine air leakage with Does Not
either:Rough-in test:Total ( cfm/100 ft2 cfm/100 ft2
leakage measured with a omply
pressure differential of 0.1 inch o Not
W. across the system including Not
I
the manufacturer's air handler [�Not 1
enclosure if installed at time of 1`
test.Postconstruction test:Total Not
leakage measured with a
pressure differential of 0.1 inch I
w.g.across the entire system
including the manufacturer's air
handler enclosure. i
403.3.4 I Duct tightness test result of I , Complies
[FI411 <=4 cfm/100 ft2 across the Does Not
system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2
without air handler @ 25 Pa.For omply
l rough-in tests,verification may Not
(�
need to occur during Framing I servable
Inspection. Not
Pplicable
i
403�3.2.1 Air handler leakage designated Complies
[FI2411 by manufacturer at<=2/0 of Does Not Ii
design air flow. ( ]
comply
i RNot
" servable
"
PpNot
pplicable
403.1.1 i Programmable thermostats Complies
'[FI9]2 installed for control of primary [�Does Not
heating and cooling systems I Compiy
and initially set by manufacturer
to code specifications, j Not
I ±Observable
[]Not
j Applicable
i
Additional Comments/Assumptions:
I
I
1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 10 of 11
2018 iECC Energy
Efficiency
Certificate
Above-Grade Wall 18.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling/Roof 30.00
Ductwork(unconditioned spaces):
Glass r . .
Window 0.29 0.29
Door 0.20
Skylight 0.00
. .
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
Report Title: Wamsley Residence Report Date: 9/26/25, 8:33 AM 11 of 11