HomeMy WebLinkAbout46462-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 46462Date: 6/22/2021
................ ..............
Permission is hereby granted to:
Likok�, Me�roi ............-.............
88-23J31ft'Alyd
....................................___'__.__........ .......
Brook�, N�Yl 1�209 ............. ....................
......... ........
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at:
450 Hillcrest Dr., Orient
SCTM # 473889
...... .... .......... ... ... ... ......... ...........
Sec/Block/Lot# 13.-2-8.30
Pursuant to application dated 6/11/2021 and approved by the Building Inspector,
To expire on www2/22/2022.
Fees:
..........
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,516.40
CO-NEW DWELLING $50.00
--- ---------------
Total: $3,566.40
Buildt ga-tn1o6e"'ctor
160%W, TOWN OF S UT —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hgl , �ffmm
Date Received
PPLIC � �° l BUILDING ST
, , lI
F �tiiure Use Wy IN 2021
PERMIT IVO. uildin qn ecton..- .
wwww .A P
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:june 10, 2021
OWNER( .
Name:Therni r SCTM # 1000- 13-02-8.3
Project Address:450 Hillcrest drive Orient NY 11957
Phone .917-295-0834 ;E. ail:TkatrakazosS-aol.com
Mailing Address:26WinchesterlDi,rve -Manhasset
CONTACT PERSON:
Name:Themis Katrai azos
Mailing Address:26 Winchester Dirve M ah s Set. NY 11030
Phone#:917-295-0834 Email:Tkatrakazos baol.com
DESIGN PROFESSIONAL INFORMATION.
Name: robert Hi ins
Mailing Address:50 hidden acres ath radirl river NY 11792
Phone#; _ - 1 ail:rarchJbob@A_q1.com-
CONTRACTORINFORMATION:
ATI
Name:Themis Katrakazos
Mailing Address:26 ,Wink. t r ir`ve Manhasset 110301
Phone#: Email .
_�. 917-295-,034 _ _. T .wakaz ,s. ..�: , 1...�...�_ ..�..�_.mm._......_ ..�......
DESCRIPTION OF PROPOSED CONSTRUCTION
STRUCTIO
New Structure ❑Addition ❑Alteration ❑Repair []Demolition _ Estimated Cost of Project:
❑Other $500„000.00
�..._..__.-__..�.n rade.�..M...? ❑Yes..,.w. .._._......7Now.w...�..�....._.�.ww_.__� ..........Will exces...............�......
Will the lot be re-graded? s fill be removed from premises? i4Yes ❑No
1
PROPERTY�UFORMAT4
Existing use of property: fresIntended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
® this property? ❑Yes *No IF YES, PROVIDE A COPY
check Boit AfterReading: The ner rontractor/desi n professional is responsible'for all drainage and storm water issues as provided by
�w 236 ofthe Town Code.,A p f�o&y�S�C y Y too ��t ti tdor the t � m, affil �pelt saur�nt to e ' ddlmg zone
Ordinance of the T'oswan of Southold,Suffolk,County,New York area gather appHc able,haws,O'rdin'ances or�Paa ulatdaC is,for the raahstrua'tiaan of builulln'9,
.additions,alterations or for removal car demolkdtan asherein described„'The applicant agrees to cornply with all applicable laws,ordinances,-building code„
Fa A"ing code and cegulations and to admit a0horizerd inspectors on imerraises.and io boffd WQ for necessary inspections.*al.se statements made herein are
punishable as a'Class A misdemeanor pursuant to SeRion 214.45 of the New York State Penal taw.
Application Submitted By(prin name): , ., ` �z, ❑Authorize gent er
..
Signature:of Applicant: t Date. 6/1.0/2021
STATE OF NEW YORK)
SS:
COUNTY OF
� � �.�-�-- '' being duly sworn, deposes and says that(s)he is the applicant
( ... t) _.....__�,.._....
(Name of individual signing contract) above n_._.. 4b_...� named,
(S)he is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best ofw his/her knowledge and belief; and
that the work wilf be performed in the manner set forth in the application file the e, iti'l.
Sworn before me this
a"� 20.....I _. I _n i .° .... .... . w.. _....
day of. _.a
Notts` Public
PROPERTY OWNER ALITHORIZA 110N
Where the applicant is not the owner
IM residing at
�w.... _ do hereby authorize.._w apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
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UIRM�0R SANITARY SYSTEM
TN'DEPARTMENT
HEALTH DEPARTMENT USE
.......................
........................................................----------------
SAIIII
SUFFOLK COUNTY DEPARTMENT OF HEALTH
PERMIT FOR APPROVAL OF CONSTRUCTION FORA W*9f Lk*$)MOT Be InspI E
SINGLE FAMILY RESIDENCE ONLYguff,*Counly Dept.Of Health Sen
County
5700,48 Hours 41 AdVan
DATE 2, REF''.NO. 12, o CON 852
TO SC .dUle Inspeetion(S),
;7
APPROVED A 2/ 1�
FOR MAXIMUM OF
BEDROOMS
Af BEDROOMS
Om
EXPIRES THREE YEARS PROM DATE4DF LAPPROVAL
———---------------------------------------------------------
GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE
In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD J J
as adopted by New York State; May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD
Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND
2020 Ener Conservation Construction Code of New York State,the Uninhabitable attics without storage DESCRIPTION
Energy 1. Ceiling is suspended under floor framing. of FASTENER LOCATION
2020 BuildingCode of New York State; Plumbing ccde; Fire code; Mechanical code; inches Lcy
9 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10
Fuel gas code; Existing building code; Property maintenance code. Bathtub (With or Without Shower head ITEM ROOF FRAMING
ALL CODES shall supercede the drawings and shay and/or whirlpool attachments 1-1/2
be incorporated into the 15. No backfill shall be placed against the foundation walls Habitable attics&attics served with fixed stair 30 10
drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation4-8d BOX (2-1/2")OR
Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL
3-8d COMMON
Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR
Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOENAIL
2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR
17. Metal flashing shall be installed were concrete abuts wood,
Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink (One Or two traps,with Or Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLELRAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL
dimensions, existing or new Ind be responsible for field fit, without dishwasher and food Waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR
18. Install joist hangers at all flush structural load bearing conditions. Laundry one or more compartments) 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER
4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry tub ( p ) - Roams other than sleeping rooms 40 10
shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
electrical or plumbingsub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS
g Stairs 40 20
Electrical certificates are to be provided the electrical contractor. ShOWerheadS and body5prayS)
20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR
5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 TOE NAIL
5.7 m and less 1-1/2 3-10d COMMON
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 gp 3-16d BOX OR
be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL
disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE
More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING
TABLE R401.4,1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 16d COMMON
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room outside of each separate sleeping Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL
P P• 9 � P P 9 no finished ceiling attached to rafters L/180 3.5"x 0.162"
the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX W
9 16"O.C. FACE NAIL
basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162")
6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES
3 1/2"x 0.162"
P 9 Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L136o ( - )
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, TABLE R302.6 11 CONTINUOUS HEADER 5-8d BOX(2-1/2"X0.113")
All Concrete shall conform to the latest ACI standards. DWELLING- GARAGE SEPARATION All other structural memebers L/240 T STUD TOE NAIL W
hardwired and interconnected. OR 4-8d COMMON
SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE i6d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL < ,J
R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 -r^ O _J
the requirements of ASTM A 1315,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END v! 0
") JOIST
Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2 (MIN 24" LAP SPLICE LENGTH W
required reinforcement shall be in accordance with Table R404.1.2 1 thru Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) �/
q ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ry h-
R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL
All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL U)
Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered powered alarms are not allowed. STRUCTURE(S)SUPPORTING REQUIRED
Y IRC- ASSEMBLIES v J
ry USED FOR SEPARATION REQUIRED BY IRC R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD O W O
located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9), 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL �•- �/1
Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL (n
to provide a maximum cover of 1-1 A inches from the inside face. NOT LESS THAN 1/2"INCH GYPSUM BOARD
RAFTER/CEILI
section R60?_.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF NG JOIST HEEL CONNECTION � V Z LL16
End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA TOP OR BOTTOM PLATE TO STUD 3-16d BOX 2-16d COMMON END NAIL
R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF _I O
Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 9P 2-16d COMMON 3-10d BOX t� J
Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of 25OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Z Z
WIND DESIGN: shall be as R30121 A continuous load shall be
wall and One#4 bar near mid-height of wall. . p . . pSHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. NN
W
Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 12 FT 20 FT 28 FT 36 FT 3-8d BOX L
9 provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL rCD
wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479
NUMBER OF 16D COMMON NAILS � LOO O
7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of
Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13
Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or V
Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Led ars. Fastening Schedule for wood structural panels c E.o
g 9 copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 U)
3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING C.� o'E cn
8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 m s� �
a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D w a--" E r 2 °o
PP but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX urn` � c � c
JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o E c o
or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 2 3-8d COMMON �, `° °
b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 -$ N m
3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON E -E c
c.} All Structural connector:/i.e.Simpson strong-Tie or USP, etc wall and ceilin finishes shall have a flames read index<_200 12: 12 16"O.C. 22 6"O.C.TOE NAIL .� C ° - N
shall be Hot-Dipped Galvanized or Stainless Steel. g p No 8 Wood screw PLATE(ROOF APPLICATIONS ALSO)- 10d BOX ° o o o.0 8 w N L)
PP Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches a ° 2 �, 2 Y
&attics shall have a flame spread index<_25 on center on Center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-1 Od BOX °•`� E C � m'�.ff a o c 3
2 inch embedment 23 BLOCKING TO JOIST EACH END °'_ t6.2 3 s c c 3 °
9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be lenght gOCATED HIGHER N THE ATTEC THE HEEL JOINT
2-8d COMMON c o 8.-o c
installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 NCL
Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL a °•E E;= J-
L)
0
"Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 3-16d COMMON U c a o CU U o r o r 0 o
"Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR w o o o 2 c � ° E a)
25 2" PLANKS ) 3-16d COMMON � c t- E 2 v n
Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi 2 inch embedment on center on center on center (PLANK&BEAM FLOOR&ROOF 4-i0d BOX AT EACH BEARING,FACE NAIL �, ¢N c c m o
len ht 1 / 3 1.5 z
28. SWIMMING POOLS. Shall conform to Section R326 g �, � 0- M „.a ° ° °C_ 11
10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 /4 1.33 26 4-10d BOX 0 rn co is � M E E s o n
each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324 includingbut not limited to: BAND OR RIM JOIST TO JOIST PER JOIST
a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 3-16d COMMON
shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25
Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL To TOP&BOTTOM Z
A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES
Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of ( ) �_
4-16d BOX
opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL U"J I._
B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than U) I.. 1e1
C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2 1!2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" 0 W O W .0
29 BRIDGING OR BLOCKING TO JOIST BOX(3")(2-112P')R EACH END, TOENAIL W
RAFTER UPLIFT CONNECTION FROM WIND 2 8d COMMON .-J
D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric".
d.Where screws are attached to masonry or masonry/stucco,they shall be attached Z z ..I U
from the inside of the room without use of keys or tools. � d'
WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. RAFTER ROOF EXPOSURE c WOD STRUCTURAL PANELS,SUBFLOOR, C) _J Z �( 0 r
an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q Q f- t0
Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = U W E -�
It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris.Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS V W0
EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (n z U_
a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 s 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W CL
p y P g. q y g p p g PANEL EDGES J
stamped b a professional engineer if required b the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane rope regions: SUPPORTS GABLE END WALL FRAMING (� W
11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL)
continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 3/8" - 1/2" 1' 11
Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 30 8d COMMON(ROOF) 6 SEE NOTE A 6
34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6"
the full length of the stair from a point directly above the top riser of a flight _� 16"O.C. 24 340 318 422 396
to a point direct/ above the lowest riser of the flight. Handrails adjacent to 6 DIAMETER Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span
P Y g 1 of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446
a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12"
and the handrail.see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496
CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC
/ , , "III", "IV", OR"V" 1-1/2"GALV.ROOFING NAIL 3" 6" 0
12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING
above the floor or grade below shall have a railing not less than 36 inches ' N
in height. Railings shall have:Top rails and Balusters and Bottom rails that are � � REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 711 � O
s FIBERBOARD SHEATHING N
NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed PANTONE#187 16"O.C. 48 599 559 745 697 Z
by the riser, tread and bottom rail of the guard rail at the open side of a stairway N to
are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" Q
Open sides of stairs with a total rise of more than 30 inches above the floor or w
grade below shall have guards not less than 34 inches in height measured
J � w
REFLECTIVE TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" -w, > U
vertically from the nosing of the treads. WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION a w
13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window - EXTERIOR WALL WOOD STRUCTURAL PANELS
opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood JOIST SPAN TABLE R602.3 3
than 72 inches above the finished grade or other surface below on the exterior w :o.. ..,__ p y CONNECTION TO RESIST WIND PRESSURES ( )
of the building,the window must be provided with e window opening control device '-'• ~
Panel Attached to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12'
DESIGNATION FOR STRUCTURAL
that compiles with R312.2.2 Window Opening Control Devices. Frame In accordance MIN.WOOD WALL NAIL SPACING
COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 1/2 DIA. LAG SCREW 30" 23" is" 15° MINIMUM NAIL MIN WOOD
14. FIREBLOCKINGAND DRAFTSTOPPING: Fireblocking shall be installed in
TRUSS TYPE CONSTRUCTION STROKE with Table R301.2.1.2 &1/2"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD
accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential codeTHICKNESS SPACING EDGES FIELD
Wind speed: 140 1/2"DIA.THRU BOLT
installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State & 1/2"MAX. SHEATHING 36" 36" 34" 29"
PANEL SPAN RATING
No of stories: 2 6d COMMON NAIL
"R" ROOF FRAMING Mean X 0113") 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" Mei
Fireblocking materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' h'rl
1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMINGRoof pitch: per plan 8d COMMON NAIL
2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW (2.5"X 0131") 1.75 INCH 24/16 7/16 OR 1/2 16 O.C. 6 12
11
3. Batts or blankets of mineral orfiberglas shall be permitted for compliance &1/2" MAX. SHEATHING 13" 11" 10"
with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan
rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2"DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 a
4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD Nailing Schad: Table R602.3(1) & 1/2" MAX.SHEATHING 24" 21" 19" _
UL 263,for the specific applications GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS `.,/
Applicant shall provide engineered wood placard THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS
on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED To WOOD FRAMING
1 FRAMING SPACING NAILS SCREWS U Z ^V,•,
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) �I O
OF FOUNDATION MATERIALS Residential structures with Truss type construction,
Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS �/ F-•�I N ��l
WALL EITHER DIRECTION 16"O.C. 8" 16�� �! TLi( M v
CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration M O
Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS "CS bIj .0
WALL EITHER DIRECTION 16"O.C. 7" 12"
Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. � � N
Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR ® c�
Sand, silty sand, clayey sand,silty gravel and clayey gravel
(SW, SP, SM, SC, GM and GC) 2,000 psf 5/8" GARAGE CEILING 16"O.C. 6" 611 ES LANT DRYWALL SCREWS. O M
BENEATH PERPENDICULAR s E S SHALL COMPLY WITH
Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) HABITABLE ROOMS IRC ECTION R702.3.5.1
(CL, ML, MH and CH) 1,500 psf O
WIND DESIGN Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall fra in 1 •_ SA 'e , i Chas o.c.
#a ��✓ ,
SUBJECT TO DAMAGE FROM
a.When soil tests are required by Section R401.4, Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall,tS. ;ejk ihdN
the allowable bearing capacities of the soil shall be part of the recommendations. o WIND FROST WINTER ICE SHIELD AIR MEAN E'
GROUND SPECIAL SEISMIC
minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing.
SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
SNOWWIND DESIGN WEATHERING LINE TERMITE
b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP
DEPTH
are likely to be present at the site, the allowable bearing capacity shall be
ZONE
determined by a soils investigation. M MODERATE
20 LBS 140 NO NO NO B SEVERE 31-0TO HEAVY 11 YES NO 1500 or less 52.1 JU^d 1
1 2021 f
M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. =� 0 �
O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. ,_• _ ?i. ��
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet.
Outside Elevation Extent of header(two braced wall segments)
Extent of header(one braced wall segment) �•
TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS P Side Elevation
TABLE 602.11 1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o
a�=
-I ° , ° ° ° fasten king stud to header with
METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header a , , /� 6-16d sinker nails
• OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG shall occur at top of wall
fasten top plate to header with
PER TABLE R602.3 3 FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ two rows of 16d sinker nails 3"o.c.
•'- - - - '-'�- - -�-T.11- �- - -•' O- OF BRACED WALL PANEL
I, ON EDGE, 12' FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL
Header shall be Top plate continuity is @
•I I.1 I•I I' PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2
VARIES BY FASTENERS king stud with Braced wall line
I
2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated
•I I I I I = N with 1/2"wood
.I II ISI I• METHOD CS-WSP: Fasten sheathing to header Sd common nails in 3' r' \\Minimum 40001b header-to-jack-stud
•I I'I „/{' AS PER TABLE R602.3(3) 9 In.g ) structural panels strap on both side of opening
EXTERIOR SHEATHING ATTACHED 8d 6"O.C.ALONG = o i, pattern as shown and 3 in.o.c, in all framing(studs and sills) ° ° opposite side of sheathing
I I I @ 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - cn °
WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG cc c Minimum 40001b header-to-jack-stud strap
•I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER 3 �' on both side of opening opposite side of ° °
b P g PP Panel splice edges shall occur over
• AT( O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL m � I° sheathing•I o s ,° 9 and be nailed to common blocking
IN F ELD BRACED WALL PANEL within the middle 24"of the ortal-
I• BRACED WALL PANEL X m Min.Double 2x4 framing covered with minimum P
l: BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL m L ° °i, 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing
BRACED WALL PANEL INTERIOR FINISH: X cu I. with 8d common nails @ 3"o.c.in all framing is required in each panel edge.
` 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ' studs,blocking,and sills typical if needed
(D I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG i ( g ) YP °
I• 3 16d 16"OC EACH
W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3 16d @ 16"OC ALONG @ 2'to 18'(finished width) °
= I I I' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER ,O Min Double 2x4 or
,I I,I I° Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural
•�I• _ _
J. SHEATHING per Table R602.10.5
J _ _ _ _ _ _ - 4. CONTINUOUS RIM OR Min double 2 x post panel sheathing
- •rl - CONTINUOUS RIM OR
'I • I'I END JOIST ° No.of jack studs per
>Q �I I•I I'I I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST o Min.(2)2x4 typ. Table R602.7(1&2)
�I OVER AND BE FASTENED TO COMMON STUDS.
Min. (2)1/2"Diameter anchors W
•I I,1 I I I' HORIZONTAL PANEL JOINTS IN BRACED 2 16d NAILS EACH SIDE installed per section R403.1.6 U
I'I WALLS PANELS SHALL OCCUR OVER Twith 2"x 2"'x 3/16"plate washer 7
,l INTERIO I I• AND BE FASTENED TO 1-1/2"THICK Z
I I I I'I COMMON BLOCKING FULL HEIGHT BLOCKING ADDITIONAL FRAMING
SPACING
I I I III I• CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING Q n Q
.I I•I I•II I• 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG '0—'
•I I•I I•V I. BRACED WALL PANEL
2 X BOTTOM PLATEv J
'I I I I u I• METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W
,1 I•I I•u I,
•I I•I I•I: I• EDGE SPACING -6" FIGURE R602.10.8(1) 0.8( ) Attach Sheathing to 1—
FIGURE R602.12f
'I I I I n I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate
BRACED WALL PANEL CONNECTION WHEN 8D common nialsto joist per Band or Rim joistwi oo to joist per U)
PARALLEL TO FLOOR/CEILING at 3"o.c.Top an t.o \--
PERPENDICULAR TO FLOOR/CEILINGSub-Floor nailing sched. 8D common nfals Znailing sched. O W >_ O
FRAMING FRAMING Bottom o °o C_. Bottomc.Top and °°°o o° /�Rim Joist n/ r�
Rim Joist per Plans N LJ.. z v
FASTENING REQUIREMENTS FOR ° ° ° ° ° ° Q U LL
BRACED WALL PANEL AS PER ��Holdownsnchor Bolts andTABLE R602.3. 3 perplans V J � O
1 ( ) 2 3 METHOD CS-PF. PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 Q = Z Z
W 3:
Q � WO
I 1-1/4" galv. x 20 gage �"'
Simpson coil strap with (5) 8d common
H2A Stud To Rafter
Connector " Were the distance is SIMPSON H2A
EXTERIOR OR cV between 9-114" to 15-1/4" nails in each end at each '.rafter.
BEARING WALL r at each Rafter. With o
Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o 2 "
Strapping braced wall panels �.y
at Openings - " PROVIDE STRUCTURAL RIDGES _ �"` o 0 0
NOTCH GREATER cV (2) 8d X 1-1/2 nails in plate 4 o.c. Zone Panel Field @
THAN 50 Bio r- " Each Rafter on Each side Y -- E _� ,� °o
(PERCENT)OF
Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing m o U _ W -.M ,
Schedule Dwg-1 of Ridge to have a o a o o
�r plywood sheathing
PLATE WIDTH i6 GAGE(0.058 IN.) 1.5 IN.WIDE
shall have Solid Blocking Simpson LSU skewable hanger/ c 2- -
@ all Plywood Joints p g "
TIO THE ETAL TPLATE AT EACH OFIE FASTENED OTHESS AND a o o U o N uO_ o
'd"
U Y
G d 2 N .O Q� 'Lo'
O
� NOTCH WITH 8-10D NAILS EACH SIDE SIMPSON H2A �,,o .c
Solid blockingbetween at each Rafter. With �' ` _
1-1/4 x 20 Gage Metal Coil 3 E�3 °
rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails g m 8 - C' _° a w
TOP PLATES \ - plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° ' rn N = _
along length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs '° = L ° �'= `°'E
PIPE g g ( ) and window or door Header. Look Out Blocks ° _ '�o o o o
Comer Holdowns o -o
p ane). Less than o L V'y L= E y o a
Refer to fans p Typical each side and ALL Gable End Wall ° c - w= E 2` o c
PE•-.N
�. Zc ¢ � cmcmo
for locations
windows and doors. L o a V co o °
if required to Equal
2 15
FIGURE R602.6.1 RIM JOIST BLOCKING BETWEEN RAFTERS (a" BRACED WALL PANELS f- o ch m H M E 8L.
=_ o
TOP PLATE FRAMING TO Silltrain602.10.8.2 (1) RAFTER-TO-STUD CONNECTOR &
ACCOMMADATE PIPING See details on NTS
JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
this page. NTS NTS RAFTER TO RIDGE STRAP R802.3 �/
TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS U)
WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C.
NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD U)
4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED J
v TO THE RAFTERS WITH 4-8D NAILS O
EACH END
Q Q
2X P.T.LEDGER; MUST BE ONE SIZE TREATED WOOD CONTINUOUS FLASHING J W
DECKING SECURE TO G P.T.LEDGER; MUST BE ONE SIZE O
CONTINUOUS FLASHING GREATER THAN DECK JOIST AND COMPOSITE RAILING EXTENDED GREATER THAN DECK JOIST AND
NO GREATER THAN THE DEPTH OF THE RIM JOIST TOP OF RIM JOIST WITH SYSTEM,VINYL RAILING PAST JOIST HANGER NO GREATER THAN THE DEPTH OF THE RIM JOIST !�^/•�
EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 1OD THREADED NAILS OR TOP AND BOTTOM RAIL ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED
PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND #10 X 3"WOOD SCREWS
1 AT 6"OCC, I I I AND COLUMN COVER AND ALL THRESHOLD CAREFULLY GALV LAG SCREWS PER TABLE R507.2 AND
TOP PLATES PLACEMENT OF LAG SCREWS PER FIGURE R507.1( ) COLUMN CAP.MEET RCNYS FLASHED&CAULKED TO PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1)
ALL THRESHOLD CAREFUL L FOR CODE PREVENT WATER INTRUSION OUTER THIRD CUT
FLASHED&CAULKED TO see Schedule on DWG-1 see Schedule on DWG-1
ti of la screw shall full extend beyond tip of lag screw shall fully extend beyond LENGTH
P g Y Y COMPOSITE DECKING OF SPAN ONLY
PREVENT WATER INTRUSION the inside face of the band joist. I I the inside face of the band joist.
J ATTACHED PER
BORED HOLE PdAX. STUD MANUF.SPECIFICATION I I 6X 6 TREATED POSTS
a GALV. DECK HANGER LAG BOLTED TO JOIST GALV. DECK HANGER 12" Min
DIAMETER 60 /o SIMPSON LUS26 @ 2X6
SIMPSON LUS26 @ 2X6 AS PER MANUFACTURES SIMPSON LUS28 2X8
(PERCENT)OF STUD SIMPSON LUS28 @ 2X8 I SPECIFICATIONS. SIMPSON LUS28 @ 2X1O ,
DEPTH o 1/2"DIA.GALV BOLTS W/ 1/4 JOIST 0
� SIMPSON LUS28 @ 2X10
5/8"MIN _ 5/8"MIN. LOCK WASHERS. 2X LEDGER WITH FASTENERS IN ACCORDANCE DEPTH,MAX. CLEAR
TO EDGE TO EDGE 2X LEDGER WITH FASTENERS IN ACCORDANCE 2 X JOISTS i O 2x RIM JOIST ATTACHED WITH = WITH TABLE WITH
F 2"MIN. 1/6 JOIST S Q
- WITH TABLE R507.2 ��(3)1 O THREADED NAILS OR c" = 1/3 JOIST DEPTH,MAX.
NOTCH MUST NOT iv H
EXCEED 40
SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O (3)#10 X 3"WOOD SCREWS DEPTH,MAX.
(PERCENT)OF - j SIMPSON DTT1Z W/(6)SD#9 x 1-112"SCREWS Use 1-1/4" Metal No Z
STUD DEPTH ° �`�, _ ALLOWABLE LOAD PER TIE:840 LBS ° SIMPSON H2.5 AT N ALLOWABLE LOAD PER TIE:840 LBS N to
NOT LESS THAN 4 LOCATIONS SPACED EQUALLY NOT LESS THAN 4 LOCATIONS SPACED EQUALLY Coil Strap 20 Gage
c _ - , EACH JOIST n 1�1 {gyp p g Q
3" AND TWO WITHIN 24"OF EACH END OF DECK 2x GIRDER w/2-518"DIA.GALV. �� HOLD OWN DEVICES SHALL FULLY Solid S a W 1 1 joist aI 1d ra1 er " d �_ 12 Min (5) 8d common nails W
BORED HOLES SHALL " �
NOT BE LOCATE)IN
THE SAME CROSS '. OR THRU BOLTS AT EACH POST { h n n boring
in EACH END at
SECTION OF IN CUT a e,• BLOCKING c = _ , DECK JOIST PER HOLD-DOWN MANUFACTURER. n O LCI 1 I 1 I q a I 1 d bo rI n g limits. EACH Stud. � � W
OR SIMPSON DT72Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM GIRDER CONNECTION
Q
3/8"DIA.LAG SCREW PREDRILLED NTS 8d @ 6" oc Along Q IY C/)
ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH 6x6 P.T.POST TO CENTER OF TOP PLATE,STUD Braced Wall Panel
MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" JOIST OR HEADER
PENTRATION OF EACH END OF DECK: MIN THREAD
MAXIMUM OVERHANG PENTRATION FIGURE R602.10.8(1)
3/8"DIA. LAG SCREW PREDRILLED SHALL BE JOIST SPAN!4
FIGURE R602.6(2) TO CENTER OF TOP PLATE,STUD WALL TO WALL STRAP
NOTCHING AND R507 EXTERIOR DECKS OR HEADER EXTERIOR DECK JOISTS PARALLEL TO DECK JOISTS
BORED HOLE LIMITATIONS FOR INTERIOR NTS
10 NON-BEP,RING WALLS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 1 2 DECK AND RAILING DETAIL 13 LATERAL LOAD CONNECTION NTS 14 15 �
WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS
1-1/4"x 20 gage G-185 x 20 gage G-185 1-1/4" x 20a e G-185
Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap g g
Hot Dipped Galvanized StrapSTAGGERED
N
TOP PLATES z FASTENERS with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR CN
SEE TABLE 507.2 at each stud at each stud r-
N 2 IN 2 Rows Strap may be attached OVERat each studL Ir a
the plywood OR directly to Strap may be attached OVER Strap may be attached OVER rA
STUD @ 0 QO O 5.5"MIN FOR 2X8° Studs. plywood y theplywoodW the I wood OR direct) to o
BORED HOLE MAX. 5"MAX 6.5"MIN FOR 2X10 Studs. OR directly to Z
DIAMETER 40% • 7.5"MIN FOR 2X12 _ Studs. GRADE
(PERCENT)OF Q Q O O cV rap strap under sill / �� ; '-" rs
STUD DEPTH O `- and attach to sill plates ' w ? M
BLOCK SOLID M
5/8"MIN. TO MIN. ° Pa a 3-16d @ 16 oc Along D - Z w v o
TO EDGE TO EDGE �� p
NOTCH MUST NOT 2"MINLEDGER BOARD 3/4"MIN __ ` .` ° N BETWEEN JOISTS Q cV U 'd ap ao „_�
EXCEED 25 /° o LAG SCREW OR THRU-BOLT -III=III = FIGURE R602.10.8 1 r' > r- ® � . o
" � Braced Wall Panel a
(PERCENT)OF I=111 I�IIII. °'.�° � d D 1
STUD DEPTH Fi•�
IF HOLE IS BETWEEN 10"x LEN TH F STEP=}
BORED HOLES SHALL 40%(PERCENT)AND PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST IN- LAC `FGOTWG,.-r
UNDER OTT(7 ,RI J •;�
NOT BE LOCATED IN '
60%(PERCENT)OF
THE SAME CROSS STUD DEPTH THEN STRAPP I N G
PER FIGURE R507.9.1.3 (1) ..r
STUDN7USTBEDOUBLE Wra strap under sill
SECTION OF THE CUT No MO�RETHANTWO * Applies to Garage Wall and - - �;`- ,� p p `'" ' c, `•
OR NOTCH IN STUD SUCCESSIVE STUDS DISTANCE CAN BE REDUCED TO 4.5"
IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction =ill-1° and attach to sill lates TYPICAL STAIR FOOTIN
ARE DOUBLED I=III=1 • p "
AND so BORED SPACING IS REDUCED TO THAT OF 111111 s 1-1/4 METAL {: NT
STRAPPING
LAG SCREWS TO ATTACH 2X8 LEDGERS .. ..
FIGURE R602.6(1) TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST
NOTCHING AND WASHERS NOT PERMITTED) RAFTER FACE TYPICAL ° '`
l�� .: . 01 u iD
BORED HOLE LIMITATIONS FOR EXTERIOR
WALI-S AND BEARING WALLS 1 ^ 1 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUDFLOOR FRAMING STRAPPING O
16
r SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 2O
OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST
Fireplace enclosure Thin profile structural
insulated to top heathing R-50 Cover Box pushes
Rigid insulation 2X ceilingof second floor Sheet Metal Firesto
oists MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation up wa and out of the
for access
an wATTIC INSULATION
thin profile structural glued together see I / ceiling line Exterior y
P CONTINUOUS BEAD Fill entire Cavity to
sheathing as drafi,stop and lay on plyW od Batt Insul CEIING FRAMING Seal joint with Sheathing Zeala Insulation dams
support OF SEALANT Base late subfloor prevent loose-fill
behind tub - Tub attic hatch - R-vol Non-combustable sealant p
Typical
blocking
insulation from
Yp equal to the Ceilin Double Frame Attic g /
q 9 -SUBFLOOR GLUED,CAULKED Sealed to" � Air Seal
exterior Insulatl0 re uiremen access opening Sealant or OR GASKETED TO RIM
Continuous Bear 1/4 structural sheathingfloor P Gasket 1 falling through
wall 1) adhesive JOISTIRIM CLOSURE � J access
of Sealant or FMas enclosure liner sealed SEALANT Sealant solid blocking
adhesive at perimeter and seams.
SILL PLATE INSTALLED 1" min Ri id or rigid insulation Weatherstripping
Adhesi Sealant Casing \ „ EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around 1 Panel Seal stairs
1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT frame a
1X2 StopRECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT Insulation. Air four edges Board Sealed at perimeter g Pull-down with caulk
Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase
attic hatch or foam
AIR SEALING AT PREMANUFACTURED Typical foundation & framing
(see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL @(�
CANTILEVERED FLOORS PULL-DOWN STAIRCASE
DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING
EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (@- PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL
This detail is for weatherstripping and draft sealing, TO BAND JOISTS Baltic Door Energy Conservation Products
It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, i
Refer to Manufacturer for installation manual. R-50 Insulation t:-50 attic Starr Covor
W
ENERGY NOTESEave baffle installed "" U
1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall r ,.. r' Z
9 p g Y adjacent to soffit and eave "°4•
be sealed b an approved third art HERS Rater using the
2020 Energy Conservation Construction Code of New York State. Y pp party( } g vents. Baffle shall extend over ��: ` � - �� W � Q
Table R402.4.1.1--Air barrier and insulation installation. Manual "J" Manual, "S" & "D"submitted at CO.
The authority having jurisdiction shall be permitted to determine an the top of the attic insulation Q J
energy efficiency program to exceed the energy efficiency required by this code.
9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. w O Q
TABLE R402.4.1.1
AIR BARRIER AND INSULATION INSTALLATION air leakage by an approved third party(HERS Rater) using the
All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy (R402.2.3) W
manual "J" Manual ,"S" & "D" submitted at CO.
efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION F-
COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa
2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS
General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR H ERS RATER � W O
requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 0 (n
Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. N Z
SEALANT
continuous air barrier. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. Q U LL
11. (R403.3.5) Building Cavities (Mandatory) _J
Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall
sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs - Z Z
12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) W
Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The
5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. r r
installation density of the insulation shall be at the manufacturers'product p 9 p O
recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. C) O0
each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D"• Automatic controls, temperature sensors and pumps shall be accessible. d.
maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible.
installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4
the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE in
The building shall be provided with ventilation that compiles with the requirements of _
exists,the batt product will be cut to fit the remaining depth of the _ E'N
Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE
cavi Where the batt is cut around obstructions,loose fill insulation 9 Y pp 9 ° ° D1�N
ty air leakage rate not to exceed three air changes per hour. A written re ort of the exhausts shall have automatic or gravity dampers that close when the ventilation system „ o, °6 o a o e
shall be placed to fill any surface or concealed voids,and at the g g p p
manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o a� rn,2 2 2 w
installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _
p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r r } S N m w �.�$ o
no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN e_,,-r i ° � _ _ °
p g 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements , .° _ ° ° D N 1.0
o
stapling installation tabs, p g g p 2 °•s ` y ° Y
p g of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Ri id Foam or ACCORDANCE WITH a , °
combustion air. Factory built fireplaces shall be listed and labeled p 9 9• f j I ! Y
equipment is used to provide whole-house mechanical ventilation ` _ ° D- 0 °
Insulation that upon installation readily conforms to available space according to UL 127. p , the air handler shall be Wood Blocking HERS REPORT t;,,;.� / ; ; P y .o 3 L 3 C
shall be installed filling the entire cavi and within the manufacturers' powered by an electronically commutated motor, as backdam '""�--- o o o ( ° � y 2 y w
g cavity TYP. ROOF CONST. i ` �'
N L
density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be @ CO __ _ N°" o.E
provided for each separate heatingand cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) L L g �, _ 0 3.
Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the p g Y p y p Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 x CJ W/ I NSULATI N `"'--a _ j " `a 2 E " r ° o
the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9O i i t t = E 2 t o
ceiling/soffit sliall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg " ; ° N ° °
shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS e z
insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. 1°N ° - a" o t
sealed. New or replacement heating OR HERS RATER r•., . `` ...+' ° = D E ° D E o
9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p g and cooling equipment shall have an efficiency ; Iii � U ch co 0- F cc E a._ 3 °
Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ ) , 'i I r
wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see -�� SEALANT f ;l i +`
shall be sealed. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs /'^ -, I�I
15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-ventedI' rn
Walls The junction of the foundation and sill Cavities within comers and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall a;: ,:,,: : ,,i•s<, •� f V
late shall be sealed.The unction of the b completely filling the cavi with a material having a thermal contain only high-efficacy lams �'' "' i `
p J Y P Y g h' g Y 9 Y P z
.. 1} moi f „
top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall JU)
sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2} _
installed in substantial contact and continuous alignment with the air W Q
barrier.
Windows, skylights The space between window/door jambsOPTIONAL- RAFTER SEALING AT ATTIC EAVE W
and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION r)
shall be sealed. DUCT SEALING REQUIREMENTS
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
TABLE M1505.4.3(2)
Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain
above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACT
ORSa b
cantilevered floors) framing cavity insulation shall be permitted to be in contact with the RUN-TIME PERCENTAGE IN EACH 4-HOUR
topside of sheathing or continuous insulation installed on the AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100%
underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW
perimeter floor framing members. OPENING LIMITING
KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FactOra 4 3 2 1.5 1.3 1,0 DEVICE
Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be p
sliall be covered with a Class I,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM W
F-
vapor retarder with overlapping joints a. For system u
run time va" es between those given,the factors are permitted to be 0
taped. INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. NO z
- - - - - - - - - - - - - - - - - - -
Shafts,penetrations Duct shafts,utility penetrations,and flue N U)
shafts opening to exterior or b. Extrapolation beyond the table is prohibited. WINDOW p Q
[ LU
unconditioned space shall be sealed. 24" to W
(36"IN IBC UNITS) L 4"SPHERE CANNOT APPROVED WINDOW J
PASS THROUGH FALL PREVENTION 0- W U
DEVICE CONFORM TO Q
Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE
the correct density without any voids or gaps or FINISHED FLOOR
compression,or narrow cavities shall be filled by TABLE M 1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE
insulation tliat on installation readily conforms to the FINISHED GRADE
CONTINUOUS ' AIRFLOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR
available cavity space. BEA MINIMUM OF 24"ABOVE THE FINISHED
REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED
Garage separation Air sealing shall be provided between the garage and REQGRADE OR OTHER SURFACES BELOW ON THE
conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE
NUMBER OF BEDROOMS COMPLY AS FOLLOWS:
Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal M�
envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW
A 4-INCH DIAMETER SPHERE TO PASSTHROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES:
Plumbing and Batt insulation spall be cut neatly to fit around wiring and FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH
nviring plumbing in exterior walls.There shall be no voids or (square feet) 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION
gaps compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO 3 °1
installation readily conforms to available space shall Airflow in CFM FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE a •-
extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW
OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1
Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be < 1,500 30 45 60 75 90
exterior wall showers and tubs shall separate them from the showers and insulated.
tubs. N1101.14 (R401.3) Certificate (Mandatory) H H
- �+ >
Electrical/phone The air barrier shall be installed behind electrical or 1,501 3000 45 60 75 90 105 M M -0
box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall 10 � � o
in the space where the furnace is located, a utility room or an approved location inside the building. o
HVAC register HVAC register boots that penetratebuilding thermal 3,001 - 4,500 60 75 90 105 120 Where located on an electrical open the certificate shall not cover or obstruct the visibility of the circuit � x N �
boots envelope shall be sealed to the subfloor or drywall. panel, y ® '� Q
directory label, service disconnect label or other required labels. The certificate shall indicate the �/ Q� o M it
Concealed When required to be sealed,concealed fire sprinklers shall 4,501 - 6,000 75 90 105 120 135 - - `r' �c 04
predominant R-values of insulation installed in or on ceilings roofs walls foundation components •~�
sprinklers only be sealed in a manner tin��t is recommended by the + + ,..�� Ap�.,
manufacturer. Caulking or other adhesive sealants shall not space walls and floors, and ducts outside conditioned spaces;
such as slabs basement walls crawls ac c�
be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient SHGC of fenestration, and the results
6,001 - 7,500 90 105 120 135 150 9 ( )
walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. .1
IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value '(
> 7,500 105 120 135 150 165
covering the largest area. The certificate shall indicate the types and efficiencies of heating, �� �>:���,
a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. , ��
cooling and service water heating equipment. Where a gas-fired unvented room heater, L; , ac71
For SI: 1 square foot = 0,0929 m2, 1 Cubic foot per minute = 0.0004719 n�3/s. 3
�, p`Z'
a P electric furnace, or baseboard electric heater is installed in the residence, the certificate shall
indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," �► "; 1�'` ""
as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters,
electric furnaces and electric baseboard heaters. 13
TYP EXT.WALL
lo
Tax Map Number: 1000-63-7-20 22'-8" 25'-10" TYP.FLOOR CONST.
Project Description: Lot
Date: 4/15/21 (2)2x6 P.T.SILL PLATE W/MIN.
TYPICAL ANCHOR BOLT -R403.1.6
MAXIMUM SPACING: 1/2"@ 72"O.C.
Brown loam OL - ------------------------------------------------------------------- m
_ EMBEDMENT OF 7"WITH NUT&WASHER.
I 2 BOLTS PER PLATE AND HOLD AT LEAST
------" ' ONE BOLT- 12"MAX AND 3-1/2"MIN OFF
, 0 1
Brown silt M ' '
ENDS OF PLATES.
•- ------------------------+ --------------------------+ SHIELD&SILL SEALER TYP.
-------- 3' EXTERIOR PATIO SLAB '
TYP.CONC.FOUNDATION
o 6"4000 PSI CAST-IN-PLACE SLAB
N W/6X6 wl Atwl.4 WELDED WIRE MESH' '
L„ ; ; ON GRANULAR COMPACTED FILL, ;
PITCH SLAB AWAY TO DRAIN
ANCHOR BOLT DETAIL
- ------------------------• --------------------------• I
UJ
•--------------------------------------------------------------------------- ------------------------------------------------------ + SCALE: 1/2"= V-0"0"
Pale brown fine sand SP ' o
I I
(2)ANCHOR BOLTS 0" ' 21'-0" ' ; ; W
IN EACH CS-PORTAL ; ; ; ; ; r) Q
FRAME WALL ABOVE I , ' , TYP EXT.WALL Q
zo SECTION-SEE
ti DETAIL 3 ON PG 2 I EXTERIOR PATIO SLAB C/)
O O
6"4000 PSI CAST-IN-PLACE SLAB '
Co W/6X6 wl.4/wl.4 WELDED WIRE MESH '
I I SILL PLATE
ON GRANULAR COMPACTED FILL. '
DROP TOP OF CONCRETE 1 ' W
»' I AS REQUIRED FOR ; � PITCH SLAB AWAY TO DRAIN , � . _ Of CO
GARAGE DOOR,SEE PLAN ; ; TYPICAL ANCHOR BOLT -R403.1.6 I > O W
FOR GARAGE DOOR SIZE 4" SLAB LEDGE O
--- - ------------------------
---------------- --------- --- -------------------+ I I MAXIMUM SPACING: 1/2"@72"O.C. _ n/
EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. r` a. U
2 BOLTS PER PLATE AND HOLD AT LEAST
LL
ONE BOLT-12"MAX AND 3-1/2"MIN OF
.•..
(.
-----------
-------------------1------------ ------------------+ ; ENDS OF PLATES. 3_ J I-- O
UNEXCAVATED I I
TYPICAL GARAGE SLAB ; ; TYP.CONC.FOUNDATION Z
4" CAST-IN-PLACE SLAB ; 0 UJ
(2)ANCHOR BOLTS ; ; W/6X6 W4,0 X W4.0 WWM 4%' 1 I CO
q IN EACH CS-PORTAL PITCH SLAB-1!4"FT TO I , O
FRAME WALLABOVE , ; GARAGE DOORS ,
r- SECTION-SEE I �
4" SLAB LEDGE ANCHOR BOLT DETAIL LO
DETAIL 3 ON PG 2 u? ; ; I O
SCALE: 1/2"= 1'-0"
I c ,
I I N
I 1 I I I O ' ---------------------------------+ 1 W C
---I------------------ I E•°
STAIR TO BASEMENT ; ;° 1 0 m 0
mw. E
N
CAST IN PLACE CONCRETE STAIR i ' _ o ro d 0 y
o a`)
LADDER&STEPS R310.2.3.1
IN ACCORDANCE WITH CHAPTER 4 I rn a) c w m a o t
WINDOW WELLS WITH AVERTICAL , PROVIDE HANDRAIL AND GUARDRAIL �1 N =, LL U I I o v c W m 4 T
TO CODE.8"CAST-IN-PLACE CONCRETE I I co `� O ' ' -t ° c o c
DEPTH GREATER THAN 44 INCHES iv I I a c c Z Q ° ° o = Co o
SHALL BE EQUIPPED WITH PERMANENTLY ; ; WALL AND 16"X 8"CONC. FOOTING TO ; ; tL o JI > m I I m o m o m o o ai
VIRGIN SOIL WITH 4"CONCRETE LANDING J ° u °' J ' ' ' �? c " E' c L Q),:5
w
AFFIXED LADDER OR STEPS USABLE ' ' >1 LL. J, � I , � m c o•- In
OM
WITH THE WINDOW IN THE FULL OPEN i TOP AND BOTTOM OF STAIR RUN. ; ; J o0 222' o a 0 °°Y
I I I I to d U Y m— 2
POSITION. RUNGS SHALL HAVE AN SMOKE r ;o ' I c E �' ` > 0 a � °
I my co M>: >& oc 3
INSIDE WIDTH OF AT LEAST 12 INCHES ' ' S ALARM �I ? -°� ; ; a£ ° 3 L 2'-c-2! 3 0 m
SHALL PROJECTAT LEAST 3 INCHES o i 4'8" 16'-8'/" x coo M N ° ' ' a C� � ,a °c ��' L�4
FROM THE WALL AND SHALL BE SPACED r g, ° ; ; , c N F- - '' Mn t °c'
in I I ' ' CO ALARM c? , 19' 5/z' m c c t ,�;c -
NOT
MORE THAN 18 INCHES ON-CENTER v M
_ _________________________________ _____________ F ' 00 1 I s n0 c w�o 0 3 E
VERTICALLY FOR THE FULL HEIGHT OF y ; N ,� , , 0 0 T °• s _
THE WINDOW WELL. , 1 N ' ' o a'
WINDOW WELL R310.2.3 ' ' , •- _ v y v m
TYPICAL INT.FOOTING/COL ' ' L �° L c E �'U o a
----- ----------------------------------------------- - Q _ 'D m o
36' x 36' x 12' THICK co I % , o .,. Z c.- c
cu
C m e CL m my 0
HORIZONTAL AREA SHALL BE ' ____-____, Ln , o o , t o o c z c a, 0 °
MIN 9'0"SQ FT.WITH A ' ' `-- - ---- - -- - -- - -- - -- - -- - -- W/3 #5 REBARS EA.WA ' f° " °L
BARS,GRILLES COVERS R310.4 I I
HORIZONTAL DIMENSION ' ' . UP 1 , R302.5.1 PENING PROTECTION. CAST-IN-PLACE CONCRETE H I , H U rn m a F- o E n o n
BARS,GRILLES,GRATES OR SIMILAR OF MIN 3'-0' TO ALLOW FOR , ` INSULAT D SOLID CORE STEEL I
o DOOR,20 MINUTE FIRE RATED. FOOTING&4"DIA STEEL I , '
DEVICES ARE PERMITTED TO BE PLACED , co ; ; COLUMN
EMERGENCY ESCAPE AND
OVER EMERGENCY ESCAPE AND RESCUE I 1 , WEATHE STRIPPED I I "_ Beam Pocket (typ)
RESCUE. LADDER SHALL BE 1 -- -------_-----__ ---------• W/SELF LOSING DEVICE. I shim as req'd ' '
---- ---- ----
OPENINGS PROVIDED AS FOLLOWS:NET PREMITTED TO ENCROACH ' ' ; ; DIRECT VENT ; '2 4
CLEAR OPENING SIZE COMPLYINGW 12 X 30 WIDE FLANGE STEEL' d
NOT MORE THAN 6"INTO o _ _ _ _�_ I i I HEATING SYSTEM
WITH R310.1.1TOR310.2.3AND SHALL REQUIRED WINDOW WELL -'— - - —I- - - - - - � - - - - - - - - - - - - - ' -o-- -' - - - - - - �' - - - - - ; '
BE RELEASABLE OR REMOVABLE ; I i INSTALL IN COMPLIANCE
• DEPTH. --- -------------------------------------------- -• 1 1 1 1 ' ' I
FROM THE INSIDE WITHOUT THE USE I Beam Pocket (typ) I I ' W/RESIDENTIAL, ENERGY I I
OF A KEY,TOOL,SPECIAL KNOWLEDGE ' ' I --------- I `--------• ;_ _' _; &MECHANICAL CODE
' I shim as req'd ,
OR FORCE GREATER THAN THAT REQUIRED
FOR THE NORMAL OPERATION OF THE B 22'-2'/Z' 14'-4"
ESCAPE AND RESCUE OPENING. 1 '
I I
I ,
I 1
,
U) I U 1
JI = O I I
PLUMBING NOTE: I U_ MAINTAIN REQUIRED SEPARATION ---------
_J
'
q PROPANE ,
ALL PLUMBING SYSTEMS SHALL BE ' -� I ,L f, DISTANCE FROM ALL HEAT
O o N o . , b PRODUCING EQUIPMENT TO �, ;
INSTALLED IN ACCORDANCE WITH ' ' v = = U J '
PART VII PLUMBING ' `* MANUFACTURER'S SPECIFICATIONS I I
N D I o ( J in COMBUSTIBLE MATERIALAS PER Q, O ' '
p ' O= LL., t LL. ' I � 7
I_LECTRICAL NOTE: "' i OJ w > UNFIN. BASEMENT j I x ' a AND LATEST MECHANICAL CODE.
ALL ELECTRICAL EQUIPMENT xLL= N J I AS PER SECTION R506. V M I I X i • ;
AND WIRING SHALL BE INSTALLED ; ; ¢J ' 4" CAST-IN-PLACE CONCRETE ' 0 I c cc All Mechanical Equipment and I ,
IN ACCORDANCE WITH PART VIII-ELECTIRCAL 2 I SLAB W/6 MIL VAPOR BARRIER o c, ti Appliances having an ignition
OF THE NYS CODE. A MINIMUM OF 75%PF isource e
° i° v_[_________________ __________---------------------- o aminmumlof181inches above O ; ,
PERMANENTLY INSTALLED FIXTURES '
---------
1 ' � c? c? 6 I , 1 ° the floor. In accordance with I I
MUST HAVE HIGH-EFFICACY LAMPS. I ' r
Part V,Mechanical.
MECHANICAL NOTE: I Section M1307.3 w
I 1 CDD , I ` I I Q W
THE MECHANICAL SYSTEMS SHALL ; ; Ln ,�' ' ' ' i o
I I CO F—
BE INSTALLED IN ACCORDANCE WITH ; ; ' 18'-3" ; Ix " CD
I I 4? r 0
FART V&VI OF THE RC OF NYS. ' ' o ' '
ALL MECHANICAL SIZING PER ACCA ' `- ---+ '-----
---- ,--- --• •--------------- -------------------------� ----• I
- Q Q
___ _______ •----- --------------------------------------------• �- W
MANUAL"S"BASED ON LOADS ' . I ; , d
CALCULATED PER ACCA MANUAL"J" ' o 0 0
DUCT COMPLIANCE WITH MANUAL"D" " ' "t
" SLAB LEDGE ` ' —yy -- Q
F1303.4MECHANICAL VENTILATION. N ; ; o EXTERIOR PATIO SLAB c ; ; 2"STONE LEDGE ( Q LLJ U)
DWELLING UNIT SHALL BE PROVIDED _
WITH WHOLE HOUSE MECHANICAL � ' ' 6"4000 PSI CAST-IN-PLACE SLAB
VENTILATION IN ACCORDANCE WITH _ ________----------- - ;t W/6X6 w1.4/w1.4 WELDED WIRE MESH �*
ON GRANULAR COMPACTED FILL.
S�ECTIONM1507.3 -----_--- --------- T�
I , PITCH SLAB AWAY TO DRAIN I 1 V1
' ------ ----------------------------- ----• ' 2"STONE LEDGE ~J
I I ►`-1
2"STONE LEDGE '
I
R406.2 Concrete and Masonry Foundation Waterproofing
2"STONE LEDGE
In areas where a high water table or other severe soil-water 0„ 0"
conditions are known to exist,exterior foundation walls that 2" ~
retain earth and enclose interior spaces and floors below2"
grade shall be waterproofed from the higher of(a)the top1'-10"
of the footing or(b)6 inches(152 mm)below the top of the
basement floor,to the finished grade.Walls shall be waterproofed r
in accordance with one of the following: 2'-10" 2'-4" 7'-1" 2'-4" T-10" 2'-4" 7'-1" 2'-4" 2'-10' 18'0" 19' 11" [� t
Two-ply hot-mopped felts.
Fifty-five-pound(25 kg)roll roofing. 86'-5"
Six-mil(0.15 mm)polyvinyl chloride.
Six-mil(0.15 mm)polyethylene.
Forty-mil(1 mm)polymer-modified asphalt.
Sixty-mil(1.5 mm)flexible polymer cement. TYPICAL DWELLING FOUNDATION - ( 9'-0" WALLS ) A o
One-eighth-inch(3 mm)cement-based,fiber-reinforced,waterproof coating. IN ACCORDANCE WITH CHAPTER 4
Sixty mil(1.5 mm)solvent free liquid-applied synthetic rubber. 9
10" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR: PER TABLE R404.1.2(1)
r l M O
Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall and One#4 bar near TYPICAL ANCHOR BOLT - R403.1.6 U °°
the third points in the wall story. x N
R405.1 Concrete or Masonry Foundations VERTICAL REBAR: PER TABLE R404.1.2(8) FOUNDATION PLAN MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH
#5 @ 41 inches on center, ** ON 24" x 12" CAST-IN-PLACE CONT. WALL FOOTING SCALE: 1/4" - 1'-0" NUT & 3" SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ® o �, Ct
Drains shall be provided around concrete or masonry foundations that retain earth and W/3-#5 REBARS CONTINUOUS IN FOOTING, ONE BOLT - 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES.
enclose habitable or usable spaces located below grade.Drainage tiles,gravel or crushed
;stone drains,perforated pipe or other approved systems or materials shall be installed at ()
or below the top of the footing or below the bottom of the slab and shall discharge by TYPICAL EXTERIOR SLAB FOOTING - (9'-0" WALLS ) 1. Walls 24 inches total length or shorter connecting offset braced wall gravity or mechanical means into an approved drainage system. IN ACCORDANCE WITH CHAPTER 4 panels shall be anchored to the foundation with not fewer than one anchor bolt
A.cit.Gravel or crushed stone drains shall extend not less than 1 foot v and the outside ed e " ( ) located in the center third of the late section and shall be attached to adjacentsof the footing and 6 inches above the top of the footing and be covered with an g 8 CAST-IN-PLACE WALL WITH HORIZONTAL REBAR: PER TABLE R404.1.2 1 p j a roved filter membrane material.The to of o en oints of drain tiles shall be rotected Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall and One#4 bar nearPP P P i P braced wall panels at corners as shown in Item 9 of Table R602.3(1). ( Fastening Schedule'with strips of building paper.Except where otherwise recommended by the drain the third points in the wall story.P PP 16" X 8" FOOTING W/3 -#5 REBARS CONTINUOUS IN FOOTING,
Manufacturer,perforated drains shall be surrounded with an approved filter membrane
g g 2. Connection of walls 12 inches total length or shorter connecting
/JC
or the filter membrane shall cover the washed ravel or crushed rock covering the drain.
(Drainage tiles or perforated pipe shall be placed on not less than 2 inches of .y
washed gravel or crushed rock not less than one sieve size larger than the tile joint 2-2 X 6 ACQ SILL PLATES, COPPER TERMITE offset braced wall panels to the foundation without anchor bolts shall be permitted.
(opening or perforation and covered with not less than 6 inches of the same SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND The wall shall be attached to adjacent braced wall panels at corners as shown in "`'J°k• `•`°'�5�`pOf'1ri
material. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Item 9 of Table R602.3(1). ( Fastening Schedule ) Qf-
FOOTINGS 1V TO 2H .
z
86'-5"
22'-8" 25'-10" 18'-5Yz" 19'-5'/�"
00
O
6-0" 10'-8" 6-0"
O
'-0" 5'-0" 64" 5'-4" V-0" '-0" N
,
ti
' , I r
DECK LATERAL HOLDOWNS6x6 WOOD POST w
SIMPSON DTT1Z w/(6)SD#9 2-2x10 P.T.GIRDE 2-2x10 P.T.GIRDER RIM TO 12 X 12 �J
W/AZEK
X 1-1/2"ONE WITHIN REFER Z E
24"OF EACH END AND TWO v ON DWG 2 DETAIL 12 t ' ' 0
SPACED EQUALLY ALONG DECK a LLJ
REFER TO DETAIL 13 ON DWG-2 o U 6x6 WOOD POST ❑ ❑ C) 0
CD o TRIM TO 12 X 12 � < _J
C/) /�W/AZEK vJ O 0
Cn
N ~ co
TW3052
In -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3'-0"
CODE COMPLIANCE STATEMENTS: 2-2x'10 ----"-"--'"- vJ
2-2x10 (2)1-3/4"x11-7/8' LVL o (2)1-3/4"x11-7/8"LVL o (2)1-3/4"x11-7/8"LVL /' , , I W O
1 ,
1. The windows selected for this project shall meet r _ /' ; ; I N U Z 0
the eclress requirements of R310. ---- ------------------' 11 I Q N
2. All windows shall meet Section R308 Glazing and I M Cn � / J �-= 0 co
GARAGE 2"CLOSEDZ w O COVERED w O ( a J
R308.,4 Hazardous locations. I o Q -T z Z o
p ' DWELLING GARAGE CELL SPRAY � , , °' ..t.
3. Windows were required shall meet the Window Fall I z SEPARATION IN FOAM& Q Z PORCH a Z / 1 1 I W
s ACCORDANCE WITH R-13 BATT -' -' cLn
O i
protection requirement R312.2. I N > c i TABLE R302.6 INSULATION N v °X° v �ti�\�/ ~" I � E
4. Bathroom windows shall meet the hazardous J J SEE DWG-1 FOR TABLE � N + ' X 1 1 I Lf') .0
lazir requirements as per R308.4 I z INSULATE WALLS N N 41/ ; ; I d- O �-- F-
g g q p aX N ; COMMON WITH LIVING °� TW2042 C?1
5. Stairs, landings, railings & guards shall comply I AREA, FWH3180AL TW2652 3 / 1 1
with 8311 & R312
X PROVIDE:HEAT 2-2x10 2-2x10 / I "' c
6. Outside lighting shall comply with RE 3803.3 > o Cl) ; DETECTOR PER R314.2.1 } (3)1-3/4"x11-7/8"LVL , , I E•°
O I 2x 8 RAFTERS cD 16"oc 1 1 0 o f6 N
7. Stairway illumination shall comply with R303.67 Q o N � � o 0
and R.303.8 of „ w = � E � 2N�or
8. Fireblocking shall comply with R302.11 thru R302.11.2 I TJI 560-11-7/8"-Floor Joists 12"Oc
O -•1 C C a, O U N co co
9. Draftstopping shall conform to R302.12 thru R302.12.1 i j R-38 BATT ¢ I m w _C o
O I - INSULATION / , , f L! o o w � o a
10. Flame spread and smoke-developed index for walls z ---------------------- I 2 2 2 �-
and ceilings shall compy with R302.9 thru R302.9.4 - o FWH9080SASR = a Y g.- Y
J 1/2"PLYWD SOFFIT i " c U� > o J'-_
11. Flame spread and smoke-developed index for I zi'9" 1�07'o" a'o" 2'o" 11 s" �,w N 3 _
O i 3'/" ' ° V o
insulation shall com with R302.10 thru R302.10.5 � � � k w 5 : (3)1 3/4"x11- /s"LVL
11. Recessed lighting fixtures rated for RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS N In N o r Lca ` c� N m "-
g g N J SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM v -°� I I `I v o Cr a r o a t
00
membrane penetration shall meet ASTM E119 , E814 OR UL 1179 "' X I I - 5'z" 4'4" 4'4" 5'-7Y�' r° _ 42 c E ° "o ii
and Fire Stopping as per ASTM E814 or UL 1479 - , o LL BREAKFAST I I -.� -, Q N C 0 (D o
Zo ROOM vI I ` a� ;naEF °� zn
12. Exterior Decks shall comply with R507. i X l , _ ti L o M _ _ _ E o
�' - I I � TYP. LOCATIONOF ® " ~ U � = � � � Ea= = L
C? R302.$.1 OPENING PROTECTION. �-
INSULATED SOLID CORE STEEL Zo 6 I I o
Cl) DOOM,20 MINUTE FIRE RATED. WOOD LANDING ;�, c, N TOILET ABOVE
�- -o &STAIRS&
2"CLOSED WEATHER STRIPPED "' ►-
q I CELL SPRAY W/SELF CLOSING DEVICE. RAILINGS AS FAN iv Cl)
in FOAM& PER CODE T-0" ® 4'-0" 2'-3/�"
____ _________ <TJI 560-11-7/8"-Floor Joists('g 1 q
f2 13 BATfi '---- ---- 3-1/2"x 11-114"LVL FLUSHL!�k
DHP452 DHP 452
INSULATION GUARDRAIL "' - - _ _ _ _ _ _ cn - - - AHP 45Z - _ _ _
Z-11 SMOKE 3-1/2"x 11-1/4"LVL FLUSH 6'0" X 8'0" DHT34111 DHT$4111 DHT34111
CANT Q ALARM O
FJ CON CRE E TAI R CK
ABOVE N of �' `� `' °�^° \ (3)1-3/4"x 9-1/2"LVL I
Q M `r ALARM co \
I
(7
Lo C ] H ND AI - - - 6'-0�' X 8'-0" - M v a �
_ M
4-6 -
' 3-112"x 11-1/4"LVL FLUSH
O O
TYR LOCATION OF � ; AT N ;; KITCHEN -�
`� 4 TOILET ABOVE M ; C s ; I I �, UL LISTED a
WOOD BURNING
J I I x \ GLASS DOORS L&
ACE
10 N --------- - - - - I I a \ M
�- N
--------- 2 1.3/4"x11-7/8"LVL FLUSH "
( ) o � I Io \ I HEARTH EXTENSION
AS V ___------ FE CODERCHAPTER OL
O r O `' II - - - - - - - �OAKT&R ; ; ; ; I I / VENT TO EXTERIOR
LIVING .-z____ J1C?w do ° II / o ROOM � --------- - - -- � ® -
T o g DINING v N N c z0
`g FOYER '� ROOM 18'-0" I / N U)
Pre-Fab/ Factory Built Fireplaces --------- OPEN °° / o
In accordance with chapter � - co tii
10, facto built fireplace inserts shall ABOVE o / I J
ry_ p .�
be UL listed and labeled and shall be (3)1-3/4"x11 7/s"LVL / / FAMILY L�2� 4 a � v
installed in accordance with the ___- __ ROOM
IN
conditions of the listing. Factory-Built oKN 16'-6° 14'o° 1s'6" Tw28463
fireplaces shall be tested in accordance s 5Yz" 3'/z" N 3'rz' 5v2" COVERED N
with UL 127. Hearths shall be installed in F- o (2)1-3/4"x11- /4"LVL o / N I
PORTICO a
accordance with the listing of the N _ -_- I E
(3)1-3/4"x11-7/8"LVL FLUSH - o (3)1-3/4"x11-7/8' LVL FLUSH LVL 5'/z°
Fireplace & in accordance with NYS code 1's"xs'o' ,; 1-s"xa'o" _ - _ - - _ - - - _ ______ ______ C211-314"x`11-718" _ _
for Hearths & Hearth extension. - COVERED `° w ' - - - (3)1-3/a"x s-1/2°LVL
All Fireplace shall be equipped with an N r��o \ 6� o PORTICO 2 04 Tip / \ �pro`t L �' DHT34111 DHP 452 DHP3452 I ~
exterior air supply. Exterior air ducts s�� ice' 4"AZEK BEADED F-L)( ��� icr` - - - 3- - - - - ►
`y `� PORCH SOFFIT ON u o _ - - - - = v 4"AZEK BEADED - DHP 452 DHP 452 DHP 452 -
shall be UL listed. Factory Built Chimneys - - DRP4f662 - - IN "' FURRING STRIPS o �' N I PORCH SOFFIT ON
shall be in accordance with chapter 1 co N M , FURRING STRIPS N
10 Section R1005 Factory Built Chimneys. ® - 3-2x12 DHP41062
a
lam: o
6x6 WOOD POST
V-3'/•' TRIM TO 12 X 12 6-71/2" 4'4" 4'-4" 5'-7'/z' M
2'-10" 2'-4" 7'-1" 2'-4" 2'-10" W/AZEK 2-10" 2'-4" 7'-1" 2'-4" 2'-10" OC
r
�d•� 1 Q
WINDOWS, EXTERIOR FRENCH & SLIDING DRS 17'-5" 13'-8" 01 17'-5"
Plans indicates ANDERSEN series 400 Tilit Wash
ct
Model Numbers and shall be In accordance with R609 861.5" -n I t
To be designed &installed as per manufacturers -_
specification for 140 ultimate design wind speed Lr A and Table 301.2 2 301.2(3)
�' [NY]915.3.3 Residential Buildings and Commercial Buildings 9'-1" PLATE HEIGHT A '` _%. �
Provide HP LOW-E4 glass; U = .30, SHGC = .30 With an Attached Motor Vehicle Related Occupancy AREA SCHEDULE ✓,: �!y.��
EGRESS: shall meet R 310 1ST FLOOR PLAN 9 -
WINDOW FALL PROTECTION: shall meet R312.2 Carbon monoxide detection shall be installed in a central or otherwise approved - NAME AREA
Substitutions made upon meeting Code. location in each occupiable space in a commercial building and within 10 feet of SCALE: 1/4 - 1 -0
p g FIRST FLOOR AREA 2236.0 sq ft. .-;
the entrance to sleeping areas and sleeping units in residential buildings ' ^,; ,�� JIM
See page one, general notes for additional 1 ..
and commercial buildings that: DOORS:ALL DOORS 8'-0"HIGH GARAGE AREA 631.5 sq ft. A
code requirements. �.e . �-
1. Have a communicating opening with an attached motor vehicle related occupancy, FIRE BLOCKING SHALL BE INSTALLED
IN ACCORDANCE WITH R302.11 F sfE
2. Share one or more common walls with an attached motor vehicle related occupancy,or
3. Are located one story above or below a motor vehicle related occupancy. THRU R 2.112 .2 ANDD 2.12.1 OPPING
PER R302.12 THRU R302.12.1
22'-8" 25'-10" 18'-5'/z"
TYPICAL RAILING 11'-4" 1 11'-4" T-6%" 1 r-gsi8' 10 1 6'-7°
2x4 TOP RAIL
2x2 BALUSTERS @ 4" oc W
2x4 BOTTOM RAIL
V
4x4 POSTS @ 60" oc.
Z
GUARDRAIL Q Q Q
—J
WOOD co O O
DECKry
CO CO :D
FWH60 11APLR EGRESS O
O W >- U)
NOZ
N ' /i'I J O
' 3/z" 5'
}---------------- ---- I I J Z
Z
IN. WALK-IN r` I L.L.. W
M I _ _ BEDROOM #1 cv CLOSET O
IN ` N"I CK
1 N ; 10'-0" TRAY CLG O
IIS I I d' OE-
1
-
I1� 1
I I _TW3046-2 EGRESS TW3046-3 EGRESS ,� w g
o N
rn-
WALK-IN 13'0" 12'-3"CLOSET "° LZ C:r °a N
I I N co 3 '-6" o a' o ° m
I I BEDROOM #3 7 - o 0
BEDROOM #4
------------------------ - -----• 8 FLAT LG " o a,
-_ �N - T - - - - - - - -
-6" C AREA:271 SF I � c `o >: = °& ` 3
N I I 8'6"FLAT CLG w 2 2 3 L 2-E 3 v m
18'-1/'
1 1 / TW2642 TEMP GL N y o,a - 19" ='
1 -----------`-
may.
CPO mo—E
C13 V)
"6'-0%" ' 4'-6' 36X72 I t •° E :E c E cA ,-
a
o
/ SHWR I 'pNaZi.c <V)C (Damo
IIS \/ Lcn0m � � ` �y �
/ I ° » = s �
� � � m s F- MEa._oa
I I w '-3" 13'-0" 16-0" / 6_0" 01,/n
M '4" co °' 3'/i' 3'/z" 3'/'
r` 13 / FAN 5y,"
O / WALK-IN _
�' k " CLOSET '
I
FAN `� " O
I `D � FAN io '
M I I ® BATHROOM to N ® N 4'-0° o M / I
I °
8'-6"FLAT CLG ^ O T-10" N / -0" \J
T-0" 2'-8" / Cl) /
SEAL&INSULATE
7--0- 3'-9'/' I S ---- Ire ---- — —
ATTIC STAIR PER /
" co SECT. 1102.2.4 - '�� Pull „ 1 1
cx SEE DET ON DWG-3 1
ry
OWr1 '1 N � �
� O
1
/ GUARDRAIL HALL N 1 - - - - - - - - - - - - - - - �'-
I �
8'-6"FLAT CLG
1 1 3/" 3/z" 3/° '
0 36*/ ,
IN ' S� , , , , , , , , 16'-0" 6'-0' 8'-1/z"
I I I 1 1 1 I DN �__:'_ ' , '
cco N z � 51/2"1
1N I 1 I 1 I I I I
B 8'-11'/i' 2'0" 1 ' GUARDRAIL \ 0
HA D IL 11. 2,8 /1 WALK-IN FAN 1
10 1 N
2'-6" \ CLOSET
1 2'8" \ M
/ I 36x72
------ O I 00 SHWR
to / \ -------- \ 14'-0" / 1 \ 4.3" 1 \ \
N CV O
O
l 0 ----- --- \ \ N \ I cn
/ \` --- ---- I
Open
t I I _ \ 2,_6" co
5'/i'I r- L11 W
I ----- --- 00 _, 0
I I below I I � /
1 IY W
I 9 ° a-
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co N ° I a
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1
BEDROOM 2 BEDROOM #5
# I I tl�
I 8'-6"FLAT CLG I _
_ _ ' E�J_ LA TW2636 TW2636 '
8'6 FLAT CLG
(0 14'-2'/i' 2'-0" L C13 J 14=0" -� C13 16'-6" T- y
5C14 '%z 3'/z" 3'/" / 3Yi'
I I I Iv
- - —t
N1TW3952-2 EGR SCTION AR TOP TW3Q52-2 EGR S
LO
S WINDOWVATIONOF PITCHGUTTERS
o
cz
8'-8/z 8'-8% 4'-8 4'-8/,' 4'-8/+ 4'-5" M �
8'-8'/i 1 �� I , I , „
R312.2 WINDOW FALL PROTECTION NOTE: W o
17'-5" 13--8" 17'-5" 18'-5'/z" . �
TOP OF THE WINDOW SILL SHALL ® .� ,
BE A MINIMUM OF 24 ABOVE THE FINISHED 66-11/i' x N
" ' WINDOWS, EXTERIOR FRENCH & SLIDING DRS
FLOOR AND GREATER THAN 72"ABOVE THE Plans indicates ANDERSEN series 400 Tilit Wash -�'"� " "
FINISHED GRADE OR OTHER SURFACES- ` D' �G' `
Model Numbers and shall be In accordance with R609 �y'
BELOW ON THE EXTERIOR SIDE OF THE To be designed & installed as per manufacturers �� ; O
BUILDING. SHALL COMPLYAS FOLLOWS: specification for 140 ultimate design wind speed �f "` ✓�N���►�`
O Smoke Detector 8'-6-1/2" PLATE HEIGHT O Smoke Detector and Table 301.2(2), 301.2(3) w_=.
R312.2.2 WINDOW OPENING CONTROL DEVICES: Carbon Monoxide Detector q Carbon Monoxide Detector Provide HP LOW-E4 glass; U = .30, SHGC = .30
WINDOW OPENING CONTROL DEVICE SHALL
COMPLY WITH ASTM F 2000. THE OPENING cc Refer to DWG-1 General Notes 2ND FLOOR PLAN AREA SCHEDULE 9 co EGRESS: shall meet R 310
Refer to DWG-1 General Notes
WINDOW FALL PROTECTION: shall meet R312.2 �
DEVICE AFTER OPERATION TO RELEASE THE In accordance with Section 915 of the " = `
SCALE: 1/4 1 -0 NAME AREA In accordance with Section 915 of the Substitutions made upon meeting Code. ? -,•, ,;,QiO � �°�,:'�
DEVICE SHALL ALLOW THE WINDOW TO 2020 IFC, R314, R315 of the Residential
ALL INTERIOR DOORS 7' o" SECOND FLOOR AREA 2459.2 sq ft. 2020 IFC, R314, R315 of the Residential See page one, general notes for additional F0 NrvN "
FULLY OPEN TO MEET THE CLEAR OPENING code of NYS code of NYS
code requirements.
AS REQUIRE TO MEET EGRESS R310.2.1 REFER TO DWG-11 FOR ROOF FRAMING PLAN 3
TOP OF ROOF _ — _ — _ — _ — CONT.RIDGE VENT
CONT.RIDGE VENT
12 12 12
8
12 ® 12
GUTTERS&LEADERS
AS REQUIRED
h YPI CAL
TOP OF PLATE Oo1_
W
U
Z
00
� o 0
- - 12 r-
0 �/� '^
TOP OF SUBFLOOR _ _ — g vJ Iv' O
TOP OF PLATE — O t.l_ Z r n
I I BRACING vLJL
O
II < = zz
FM U-1
_ aC LO
V d- O I-
II
II
II
IILLL
y
I I -- _ E
[I El El 11
TOP OF SUBFLOOR o
TOP OF FOUNDATION _ — c _ _ _ °G c. o N
"
...ay.:.e..u-<..t, . -- .. vvauu.v ...w..-d.d.:......:..e ._:... ...Sw.0».. w,w,.aa.vrb.tu w......:.......w ...: 'w:[ d.:' o' l.w.=mJ' 'A.. - _ _ ` -.✓.., ...,...—.. s ... _ ° —
_... FINISHED GRADE
� �Y
I I 1 I I
5H P%5
I I � 2 c o m• 3
I I LEFT ELEVATION
o _
CU 20
I SCALE: 1 /4" _ V-011 — — — — — I I I O `=0 = = � � � � °
O 0 U
I I
:E'4=
C
t =N.N N O O C U y
Q N C �
L — — — — — J t o �-Eo � -C
47 O °_ `
I– U w co a- H c E n_ o n
EMERGENCY ESCAPE
AND RESCUE
I I I
CONT. RIDGE VENT TOP OF FOOTINGWINDOW WITH WELL
_ _ _ — I— — _ — — IT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1 - _` �_ - �
TOP OF ROOF _ — _ — _ — _ — CONT.RIDGE VENT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
40yr TAMKO ROOFING COLOR OXFORD GREY
CONT.RIDGE VENT
12 12 12 12
12 12 1212 12 12
12 12 ------— 12 12
12
-12 12
ti 12 . Chimneys shall extend at least 2 feet higher
® ® than any portion a building within feet,
40yr TAMKO ROOFING COLOR OXFORD GREY but shall not be less s than 3 feet above
the
highest point where the chimney passes
g through the roof(Chapter 10-Table R1001.1)
GUTTERS&LEADERS
AS REQUIRED
TYPICAL WOOD
TOP OF PLATE - — _ — _-Hl D
W
_ F-
`L N O
— O z
12 12 q Q
to
N J lJl
MZ' o N 12 12 E2L>� Q
r Q 0.
V'
M0 r TAMKO ROOFING COLOR OXFORD GREY
TOP OF SUBFLOOR T-111/"
TOP OF PLATE
- - - — I ILLJJ
rhe
N
BO
Ll
E3 Elct
a
1 Irl
TOP OF SUBFLOOR _jl
41 Chi
TOP OF FOUNDATION - < _ - �i _ I _ _ _ __ 1 ice. _ _ _ - _ _ F� -L7 bA� ^O
FM
Ti
LJ I I 1 1 1 I I 1 1 I I I I I 1
CZ
FINISHED GRADEtn ',��
D ARS
L I I I
\HARDI PLANK SIDING,COLOR COBBLE STONENJI I I O
Cn
ULTURE STONE,COLOR SCULPTED ASHLAR FERROUS
I FRONT ELEVATION I I
SCALE. 1 /4" V-011
TOP OF FOOTING _ -
-
-
-
-
-
-
-
- - - - - '- - �� - - 1�- - - - - - - _ -`II` - - - - - - - - - - - - - - - - - - - IL - - - - - - - -�1- - - C - - - - - - - - - - - - - - - - 1-1 - - - - - - - - - - - - - - - - - - -
— — — — — — — — — — — — — — — -1 I— —'
CONT.RIDGE VENT
TOP OF ROOF —
CONT.RIDGE VENT
12
ASPHALT SHINGLES 12 8 ASPHALT SHINGLES
8� 12
8
GUTTERS&LEADERS
-AS REQUIRED
TYPICAL
W
U
Z
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12 OW
3 W
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ASREQL IRED \ r^
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TOP OF PLATE � C/)
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FRAME I I O
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TOP OF FOUNDATION M `o � C't ° o m N >,
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II I I I I ILU'o N U :E- N
mccO .uUic EEL c6
I I II I I I I i
TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
— - — - - — — —I ,— �I — — — — — — ►- — — — — — L I — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — I — — — — —I CONT.RIDGE VENT
CONT.RIDGE VENT
CONT.RIDGE VENT
12 12 12 12
`�
12 12 � 12
S_
12
ASPHALT SHINGLES
S,
GUTTERS&LEADERS
AS REQUIRED
TYPICAL
TOP OF PLATE
ti
O
h 12 ® N Z
12 - -- ® N (n
12 J c J
00 W U
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12
312 36"HUGH
M
RAILING
TOP OF SUBFLOOR 4 ASPHALT SHINGLES
- - - - - - -
TOP OF PLATE MSI
- - - - - - - - - - _ fie,/
00 p3 r-
ILLJ— LL
LLJ1 L
N
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TOP OF SUBFLOOR _ — ¢ to �ct1
TOP OF FOUNDATION - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O
11 11 11
.. 3,...y..., y FINISHED GRADE _ L . Q
w o
I I I I I I I rn �
REAR ELEVATION
I I I SCALE: 1 /4„ _ 1 1-011
olp
TOP OF FOOTING- I _ I – – – – – – – – – – – – – – – – – – I – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – I – –
- - - - - - - - - - Z - - i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s - - - - - - - - - - - - - - - - - - - - - - _
INSULATION SCHEDULE
R302.13 Fire protection of floors, shall comply With 2018 IECC
Floor assemblies that are not required elsewhere in this code to Home Energy Solutions Inc.
be fire-resistance rated,shall be provided with a
%-inch gypsum wallboard membrane, 187 E. Main Street
%-inch wood structural panel membrane, Huntington, NY 11743
or equivalent on the underside of the floor framing member. g
Penetrations or openings for ducts,vents,electrical outlets, (631) 673-0664 - Office
dated 4/30/2021
lighting,devices,luminaires,wires,speakers,drainage,
piping and similar openings or penetrations shall be permitted.
Exceptions: Location R-value Thickness
1. Floor assemblies located directly over a space protected by an Hot Roof R-30 spray foam
Flat CI R-30c 8-1/4"
automatic sprinkler system in accordance with Section P2904, g
NFPA 13D,or other approved equivalent sprinkler system. FIOor(unheated Space) R-38 12"
2. Floor assemblies located directly over a crawl space not intended Floor(outside air) R-38 12"
for storage or fuel-fired appliances. Exterior 2X6 Walls R-27 5-1/2" rW
3. Portions of floor assemblies R-14 spray foam + R-13 U
shall be permitted to be unprotected where complying with the following: air seal Walls to pass 3 air changes per hour Z
3.1.The aggregate area of the unprotected portions does not exceed Above rade attic walls R-15 3-1/2" W
80 square feet per story grade
3.2.Fireblocking in accordance with Section R302.11.1 is installed along Foundation Rim Joist: R-21 Q Q Q
the perimeter of the unprotected portion to separate the unprotected All Glazing U = .30 SCGH: .30 J
azn
portion from the remainder of the floor assembly. gco O O
Doors-less than 50% glazing U = .40 W _
4.Wood floor assemblies using dimension lumber or structural composite y
Door-more than 50% glazing = LIaZln U .30 SCGH: .30 �
lumber equal to or greater than 2-inch by 10-inch nominal dimension, _
or other approved floor assemblies demonstrating equivalent fire performance. rILl—
r/ �./) I�/"1 Z)
Other Specifications: `. (.j,�� 0
• Windows: Us 0.30, SHGCS 0.30 N O� z U)
• z 100% high efficiency lighting (CFL's or LED's) Q ( )
• 5 3 air changes per hourJ
• z All Energy Star appliances Q J_ Z Z
R403.6 Mechanical ventilation shall be provided that O
meets the requirements of section M1507 Q C (� O
R403.7 Heating and cooling equipment shall be
sized in accordance with ACCA manual J by a
certified third party rater. C
E
P �
m'0 € 12
0
t N y
12 TYPICAL ROOF CONSTRUCTION a0 z a ° U °' 0
� ° �
Class AAsphalt Roof Shingles w/ c - o y s o-
so
d.0 O m m N m,, M Y
fasteners per manufacturers specification m L s 3 L c c 3 °
R905.1.2 ICE BARRIERS; RIDGE BOARD 'HOT ROOF c >0 a-w o
SELF-ADHERED POLYMER MODIFIED R-30 SPRAY FOAMCD
and the NYS CODE. m.NV) c ° E ° 0 3
mow' p U�0 p a V� NdL
Underlayment as per section R905.1.1 &
BITUMEN SHEET USED N PLACE OF R802.4.6 COLLAR TIES
___-----_BETWEEN
N EACH m " mac = y Y o
NORMAL UNDERLAYMENT AND 12 �, N �'�'_' � ` " `o w � c
EXTEND FROM THE LOWEST EDGES OF L a� m `o o
SHALL BE NAILED with 4-10d CAVITIES installed per Table R905.1.1(1) 10
ALL ROOF SURFACES TO A POINT NOT BOX NAILS IN ACCORDANCE a s a��i a c'� o w ui•o
Ice & Water barrier as per section R905.1.2
LESS THAN 24 INCHES INSIDE THE 12 12 c a
WITH FASTENING SCHEDULE v 2) m = E �' m o
EXTERIOR WALL LINE OF THE BUILDING. (Note: Double Underlayment Is required 'Z S s y v c
ON ROOFS WITH SLOPE EQUAL OR GREATER 8 $ RAFTER/CEILING JOIST HEEL for Roof slopes between 2 on 12 and 4 on 12) m = a m M o
THAN 8/12,THE ICE BARRIER SHALLALSO BE "HOT ROOF" :.' :' 2x4 CT @ 48"oc $ c a- F-- m E a o c 0-
APPLIED NOT LESS THAN 36"MEASURED ALONG R-30 SPRAY FOAM JOINT CONNECTION Framing As per plans with 5/8�� exterior grade
THE ROOF SLOPE FROM THE EAVE EDGE OF THE BETWEEN EACH SHALL BE NAILED
BUILDING RAFTER TOGETHER IN ACCORDANCE span rated structural plywood Sheathing,
CAVITIES WITH TABLE R802.5.2 Nail to framing in accordance Fastener
W
WITH EE 8 MPSONOH2AAT EACH Schedules & Strapping per detail sheet(s).
RAFTERTosruD. Flashing per R905.2.8
TOP of PLATE TYPICAL SOFFIT CONSTRUCTION.
12" overhangs-typical
6" Wood fascia & 6" Wood rake boards.
2"CLOSED R802.5.2.1 LAPPED JOIST Trim in "azek" or equal
CELL SPRAY LAPPED NOT LESS THAN 3". 2X8 LEDGER Metal dripedge per R905.2.8.5
FOAM& ® ® SHALL BE NAILED 16d g
R-13 BATT COMMON NAILS IN ACCORDANCE LAG SCREW TO 1 AZEK smooth Soffits w/ 1"
INSULATION WITH TABLE R802.5.2 ON DWG-1 2"CLOSED SIMPSOSTUDS N SKEWED
CELL SPRAY HANGER @EACH vent strip
ao FOAM&
RAFTER
R-13 BATT TYPICAL EXTERIOR WALL
BEDROOM #5 BEDROOM #4 INSULATION 2x6 Doug-Fir Wood Studs @ 16" oc.
12 ENGINEERED D 3 Double top Plate and Single Sole Plate.
FLOOR 1/2" exterior Grade - Span Rated
OP OF SUBFLOOR 9
- - — Continuous Structural plywood Sheathing.
OP OF PLATE — _ _ _ — Fastened per Fastener schedule. o
_ 1 tyvec House Wrap or equal. w
4"AZEK BEADED/ "Hardie" cement board Siding as per clients selection T- O
® ® 2"CLOSED PORCH SOFFIT ON N Z
CELL SPRAY FURRING STRIPS WRAP HE DER IN installed per manuf specs and NYS code. N
FOAM&R-13 BATT AZEK BOA D Cont. load path strapping installed in accordance d o
INSULATION with drawings. Provide Fire Blocking in accordance `' W uj
with R302.11 & R302.11.1 and
ROOM Draftstopping per R302.12 & R302.12.1 Q � 0
BREAKFAST
COVERED
DINING PORCH TYPICAL FLOOR CONSTRUCTION
ROOM ENGINEERED 3/4" Plywood Span Rated Subfloor,
FLOOR
JOISTS Glued and Nailed in
OP OF SUBFLOOR _ _ _ _ accordance with the fastener Schedule. H
co �..• . a.;- ., Floor joists and Bridging as per Code.
OP OF FOUNDATION _
° TEEL �° .° TYPICAL FOUNDATION CONSTRUCTION
R-38 BATT BEAM in accordance with chapter 4
6, INSULATION R302.13 FIRE PROTECTION OF FLOORS: ;ein E, 3000si Air Entrained cast-in-place concrete
I
PROVIDE 1/2'GYPSUM BOARD ON ENTIRE a;• p pc ete
..` f CEILING ABOVE BASEMENT ATTACHED ..`• wall on cast-In-place Concrete Wall Footing per
o a; TO THE UNDERSIDE OF THE JOISTS. ea R403. refer to Foundation Plan for footing size &
f L�
thickness. Concrete Horizontal and Vertical w
UNFINISHED ; 6 Reinforcement per Chapter 4. & gen note #6. U ; �., o
BASEMENT Damproofing per R406. 2- 2x6 approved W Z �
• treated Sill Plates, Sill Seal And Termite shield per [—y Q o
Section R318. Anchor bolts per Foundation Plan / �"'� n
TYR BASEMENT SLAB
OP OF FOOTING °6 `.� and R403.1.6 jj'' l�
INTERIOR WALL FINISH
Provide 1/2" Gypsum Wall Board on ceilings ® w o M M
and walls except basement walls & clgs - unless °py
noted. Min 1/2" Moisture Resistant Wall Board on �; �- � � "
Ceiling and all walls in Bathrooms (humid areas) �`' �"
•
SECTION _ A and 5/8" cement board on walls and ceilings In wet areas.
" — , 11
Provide 5/8" Fire Rated gypsum wall Board on walls * ; •
SCALE: 1 /4
— 1 -O and ceiling located as per code, manufacturers
3
,..s
requirements and drawings. -
5
VENTS:
JL 4"VTR JL 4"VTR JL 4"VTR ROOF P3103.1 ROOF EXTENSION
OPEN VENT PIPES SHALL
EXTEND MINIMUM 6"ABOVE
THE ROOF OR 6"ABOVE THE
-- 2" --- 2" 211 _- - ANTICIPATED SNOW ACCUMULATION.
2"
P3103.2 FROST CLOSURE:
_-• _ WHERE THE 97.5%VALUE FOR
3 31 OUT-SIDE DESIGN TEMP IS 0 DEG F
I I I .- -
OR LESS.VENT EXTENSION THROUGH
1 1/2" 1 112" 1 1/2" ; 1 112"; 1 1(2" 1 1J2" 1 1(2, 1 1/2" 1 1/2"; 1 1/2" ;1'1/2" ;1 1/2" 1 1/2" ;1 112" ; 1 1/2" ; 1 1/2" 1/2" ; 1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LESS
Cj� THAN 3"IN DIAMETER. ANY INCREASE
�2- 2- 2" ; 2" 211 2'1 ; 211 ; IN SIZE OF THE VENT SHALL BE MADE
NOT LESS THE 1 FOOT INSIDE THE
THERMAL ENVELOPE OF THE BUILDING.
3" r� 31 2 ND FL.
2" 211
2 311 � 31, � 311 211 211 1
311 3„ 211
3" 3" 3" 311
W
2" --- ''- 2"
U
Z
W
I
iii
.11/2" 1 1/2": ; 2" X11 1 1/2" ; — < ---�
WASHER DW
72-
W 0 0
ry
1 ST FL. LL
3 2" ; ; v) (r J
0W 0
N Z
1
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BASEMENT = W
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4"FAI u
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LO 3" � d- 0 �
co co c0
411 O o m.0,
TO A NEW SUFFOLK COUNTY 0
�. o.D `
"HOT ROOF" APPROVED SANITARY SYSTEM PLUMBING RISER DIAGRAM
yc' LE m` ` oa`t
L U n
R-30 SPRAY FOAM m a FIEo °i m�
Not to Scale '�o �.
BETWEEN EACH �� m `o o U �c
RAFTER
1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 = n
CAVITIES 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS m o o o a ° N 1 o Y
MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 = n y Y = 2 , 85
o
2co m•y� oc3
�w�•03 r = c�3ua>
p O 0 a
V . O C a U ID ....
C y �+ N .O- N y LA
U U LAN � .
s aO 211 = N�a `0 3 6 `o
U C O CT U O L O E
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C
TYPICAL SOFFIT CONSTRUCTION. 12 TYPICAL ROOF CONSTRUCTION
1 2 RAFTER/CEILING JOIST HEEL Class AAsphalt Roof Shingles w/
12" overhangs-typical JOINT CONNECTION
6" Wood fascia & 6" Wood rake boards. 1 2 12 SHALL BE NAILED fasteners per manufacturers specification
TOGETHER IN ACCORDANCE and the NYS CODE.
Trim in aluminum or use "azek" or equal12 WITH TABLE R802.5.2
Metal drip edge per R905.2.8.5 (SEEDS MPSONOH2ABL E}ACH Underlayment as per section R905.1.1 &
WITHinstalled per Table R905.1.1(1)
Fully Vented Vinyl Soffits RAFTER To STUD. Ice & Water barrier as per section R905.1.2
STRUCTURAL RIDGE BM (Note: Double Underlayment is required
for Roof slopes between 2 on 12 and 4 on 12)
TOP OF PLATE 12 x4 CT @ 16"Oc FramingAs per plans with 1/2" exterior rade
p p g
12 span rated structural plywood Sheathing,
Nail to framing in accordance Fastener
® ® ® ® Schedules & Strapping per detail sheet(s).
12 Flashing per R905.2.8
BEDROOM #2 WALK-IN BATHROOM 12
HALL BEDROOM #5 CLOSET
"HOT ROOF" TYPICAL EXTERIOR WALL
2"CLOSED
CELL SP
FOAM&RAY ENGINEERED -30 SPRAY FOAM 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc.
" R 13 BATT FLOOR
o INSULATION JOISTS \ RAF ERN EACH Double top Plate and Single Sole Plate. o
TOP OF SUBFLOOR — \ CAVITIES
1/2" exterior Grade - Span Rated H
- - — - - 1 Continuous Structural plywood Sheathing. p
TOP OF PLATE
— - - — Fastened per Fastener schedule. o z
tyvec House Wrap or equal. `" co
Vinyl or Wood Sidingas per clients selection
,!
installed per manuf pecs and NYS code. _j > 6i
`z
Cont. load path strapping installed in accordance w
with drawings. Provide Fire Blocking in accordance Q U)
LIVING If z"CLOSED with R302.11 & R302.11.1 and
CELL SPRAY
in
ROOM FOYER FOAM
1 GATT Draftstopping per R302.12 & R302.12.1
DINING
ENGINEERED
ROOM KITCHEN INSULATION
LL11
i
FLOOR I
JOISTS FAMILY TYPICAL FOUNDATION CONSTRUCTION
TOP OF SUBFLOOR ROOM in accordance with chapter 4
— - — - - — - - — 3000 psi Air Entrained cast-in-place concrete
TOP OF FOUNDATION ; _ — _ u u ) u u uu ) u S wall on cast-in-place Concrete Wall Footing per
- - - - - a..
R403. refer to Foundation Plan for footing size &
;a thickness. Concrete Horizontal and Vertical
Icv
NS BATT STEEL °b. Reinforcement per Chapter 4. & gen note #6. 0',p:
NSBATT
BEAM
a� R302.13 FIRE PROTECTION OF FLOORS: II �, ,=
Damproofing per R406. 2- 2x6 approved w �_
.° PROVIDE 1/2"GYPSUM BOARD ON ENTIRE
LEDGE Q.� CEILINGABOVE BASEMENT ATTACHED ,a treated Sill Plates, Sill Seal And Termite shield per o
.6 TO THE UNDERSIDE OF THE JOISTS. "� Section R318. Anchor bolts per Foundation Plan
UNFINISHED
BASEMENT :s and R403.1.6 �y
A ✓~ ? MV
� M
O
�, TYR BASEMENT SLAB
bA
TOP OF FOOTING `6 .777
ct
N U
SECTION — B INSULATION SCHEDULE 7"
Insulation requirements shall comply with the
SCALE: 1 /4" = V-Oenergy efficiency requirements as per nys code '`` "
Chapter 11 Energy Efficiency
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3
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Of
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BEDROOM #1 ° ' � I
10'-0" TRAY CLG (W9 I �e 'J O
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(3)1-3/4"x 9-1/4"LVL
o W 0 v 2x10AFTERS 0.16"0c /
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I I_ o ; cL)x ---2x8 CEILIN OISTS @ 16"oc
N 2x4 9OLES @ 48"o� BEDROOM #3 BEDROOM #4 "°N o
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ASPHALT SHINGLES
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en ASPHALT SHINGLES
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SOLAR ENERGY SYSTEMS w r' -
M O
ROOF PLAN CHAPTER 23 & (R324) ,d
SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE .. O
SCALE: 1/411 = 11-011 WITH CHAPTER 23 AND THE FIRE CODE OF NYS. Q x N U
SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. O M
PANELS SHALL BE LISTED AND LABELED PER UL 1703.
SOLAR READY ZONE: " O
IN ACCORDANCE WITH APPENDIX TG f R� /� U
THE TOTAL SOLAR-READY ZONE AREA SHALL BE
NOT LESS THAN 300 SQUARE FEET NOT INCLUDING
ACCESS OR SET BACK AREAS AS REQUIRED BY
THE INTERNATIONAL FIRE CODE. ':
ROOF AREA ORIENTATION SHALL BE BETWEEN
110-270 DEGREES OF TRUE NORTH.
y�Y _
' C,-
CONSTRUCTION DOCUMENTATION
Q9n�,1 Q
CERTIFICATE REQUIRED PER T103.10
�1�?
�/ '
C011T1111!1 ' S "HE=THED BRACED WALL PANEL.a
=_ / PER PLAN BRACED WALL LINE 1 1 1 2 1-3 1 4 1-A 1 B 1-C 1-D 1-E 1-F 2-1 2-2 2-3 2-A 2-B 2-C 2-D
TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP GB GB GB CS-WSP CS-WSP GB CS-WSP CS-WSP GB GB CS-WSP
/ BRACE WALL LINE SPACING(FT).b 22 9 17.33 17.33 19.5 19.5 18.5 14 14.6 14.6 9 28 28 12 32.3 32,3 16.75
/r BRACING METHOD
® CS-WSP CONTINUOUS SHEATHING TABLE R602.10.5 page 187 27" 27" 27" 48" 27" 27" 27" 48" 48" 48" 30" 27" 48" 27" 27" 48" 48" 27"
HDLG WOOD STRUCTURAL PANEL TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH FT 10 5 16 8 5 9 17.7 12 14.5 7 2.5 13 7 4 15 15 5
Du^::nV1111DETAIL #1 ON DWG-2 ( )
1ml
Fi•,E` -_,"G- Fi �
E_ T DE'ACE ER.=CED'::=.LLF=r1EL=.T
"c'.. EHD OF ERLCEDL L1r1E
END CONDITION 1 END CONDITION 2 ® CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c
t L.s �tr
L �NE4_ " PORTAL FRAME
.,•,Ti•,.,,SL,e_E_T-E= DETAIL#3,DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
_ ,�f� / 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
GB GYPSUM BOARD
f 3. WALL HEIGHT 1.01 .95 .95 .95 .95 .95 .95 .95 1.01 1.01 .95 .95 ,95 .95 .95 ,95 .95
fBRACED WALL NOTES:
1 REFER TO DETAILS ON DWG 2 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1,45 1.45 1.6 1.6 1.6 1.6 1.6 1.6 1,3 1.3 1.3 1.45 1.45 1.45 1,45
UU- maFOR HOLDOWNS,STRAPPING, BRACED W
X f/ WALL DIAGRAMS AND DWG-1 5. ADDITIONAL 8001b HOLDOWN DEVICE U
FOR NAILING SCHEDULE. ALL BRACED . GYPSUM BOARD OMI7
WALL PANELS SHALL BE FULL-HEIGHT 6TTED
-e }: ZUFF =t==_TE=1L E. SECTIONS OF WALL WITH NO VERTICAL Q Q
EGOF S=-___ .'r=LL LRE W
1F :,cL
OR HORIZONTAL OFFSETS.
END CONDITION 3 END CONDITION 4 BWL 7. GYPSUM BOARD FASTENING 7 7 7 7 7 .7 .7 Q
BRACE WALL LINE _ Q J
n..c_SL _ = T-ec REQUIREMENTS 8. HORIZONTAL BLOCKING IS OMITTED v! O O
Return panel: 24"far braced wa" Imes sheathed wTi 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) W �/
I f % wood stfucfu�al pane's
2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 RESULT REQUIRED BRACED WALL LENGTH (FT) 14.6 6.5 16.4 11.7 7.6 14 18.8 12.8 16.4 11.3 3 11.3 8.7 5.5 14.5 14.5 7 L.I_ LL
32" for b,aced wa" I°nes slleathed wit'i 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL FT
r s?runt I"a'f be�bca"d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE p g ( ) r�
SHALL BE OFFSET NOT MORE THAN 4 FEET. v) v J
i 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL PER PLAN BRACING LENGTH PROVIDED (FT) 15.5 18.25 37 37.5 9.3 15 22.3 20 29 18 '4.7 40.7 25 25.9 27 23.3 24.3W O
J Distance D: 24"for Laced wa'! "ties sheathed wT.1 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. O Uy >_ U)
wood structural pane`s 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y N LL z
32"for braced wa" 1 ties sheathed wTi END OF A BRACED WALL LINE U U_
structj,a'fberbca,d 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL O
PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE a.Linear interpolation shall be permitted
R602.10.2.2
END CONDITION 5- _ ., o I t!ie.
Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, � J
Hold-down 800 lbs ca,.ac}tv fastened to the edge of le the average dimension shall be permitted to be used for braced wall line spacing. - z z
device: braced via'I panel c'csest to the corner and = W
to the fcundat on or f`aer framing be'cv,, ABBREVIATIONS; BWL=BRACED WALL LINE,
BW=BRACED WALL,
For Sh 1 inch=25.4 mm, 1 foot=305 mm,1114=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL O r+- O
FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION O
END CONDITIONS FOR BRACED WALL LINES
WITH CONTINUOUS SHEATHING
E
'E
"'t
0
a) D' a' a' - �
« C w Eca y'O °
o f cUv l m I �¢� I LL I LuI o I L) mI ¢ 1 �oo�cZa a cM o
C
C'J
m m m m ;> � 3: 3: . �S o 0 oa 0_ N
J J J J J J U -00C C a'
mI mI mI co ml mI ° 2 o°�e mo
° @ `"
Ln 2 > o
121-011 41-011 , „ , „ „ a= in c 2 E 3
g o c
4'-011 16-9 32'3/"
= 4-0 14'-8" 13' 10" 12'-0" 18'-5/z 19-5'/z 4-0 a o o 0 a
6-5" 4'-4' I I i I I I I I y
c y Ln _
L L•C C ro N Q1'0 °'3 o
4 0 I I I 7'-5 7/16"
4--0" 9'-10" I i o c. w e u 10- °i o aoi
I 4'-9 9/1 " 101. 4._6„ !E' � E ` ', °
n I CS-WSP I I I CS-WSF! CS-WSP I CS-WSP h m:c °
Ln
co
CS-WSP a 14-11'/z c o L c af) o a
B s u a c
_ - --- -- --- ---------------- - - - - - u, c m a' o
---
to - --------------
CD - - -
a?
N U I ch
-1 I I -�'CD M U I I I i
BWL 2-1
- ! -
- - - - - - - - a- - - - - - - - - -L- - - - I - - - - - ' r:-:-___- ---- - - - -I -- ----- - - -
BWL 1-1 v i
1
4'-4'/" 3'-9 11/16" I I I 4'-2 11/16"
13'-7 7/16"
4 II
ETH
o =_ I TABGB LE R602.10.4 0 I CS WSP I I ; I I CS-WSP I CS-WSP !
7"O.C.AT PANEL EDGES i I I - -- - - --- -
CL
U INCLUDING TOP AND U) _ i I I CIO
BOTTOM PLATES,7"IN FIELD
ALL HORIZONTAL JOINTS j m d `
5'-5' L) --------- ----------- m �' 0
BWL 2-2 I BLOCKED AND I I I I BWL 1-2
I
- - -----
FBAMIAtG�ONN TIOAIS- - I-- -- - - - --- - - - --- - - - - - - -= -- - - - - - tD ,n - - - - - - - - - - - - ----------------
-- --- ------ T
- - �- 13;571'�RDETAIL 2 NDWG2 GB GB METHOD N i------------; I - CS SP ( CSWSf?; - - --- - ---
TABLE R602.10,4 I CS-WSPN
7"O.C.AT PANEL EDGES N
IINCLUDING TOP AND ; STABILE R602D.10.4 I `e � I I -�----------------�I--
'N BOTTOM PLATES,7"IN FIELD I + I 17"O.C.AT PANEL EDGES
INCLUDING TOP AND I I 3'-5 3/3 I 3'-10 23/
C) I ALL HORIZONTAL JOINTS I + I BOTTOM PLATES,7"IN FIELD -
BLOCKED AND G13 METH I I ( I o
C) m - ALL HORIZONTAL JOINTS - ,
CD I FRAMING CONNECTIONS TABLE R602.10.4 I I M
;BLOCKED AND
AS PER DETAIL 2 ON DWG 2 7"O.C.AT PANEL EDGES I I I a o r-
INCLUDING TOP AND I d S :FRAMING CONNECTIONS I �
rn AS PER DETAIL 2 ON DWG 2 v
BOTTOM PLATES,7' IN FIELD I i
ALL HORIZONTAL JOINTS
BLOCKED AND U rn - _
- FRAMING CONNECTIONS - I CS WS I CS WSP W
a I AS PER DETAIL 2 ON DWG 2 I I U F-
a.
o - ---, ---- -- - -- I - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - ----o - - - o
ff
N U I r N + GB GB I I U BWL 1- N (n
N C}
J U)
LI:IGB METH I 16'-6" u m I 5'-3" 5'-3" > Q
TABLE R602.10.4 U
I =N I a.
' 7„ �O.C.AT PANEL EDGES i\ ( B METHOD LU
INCLUDING TOP AND `�' I \ I _ TABLE R602.10.4 I I Q U)
BOTTOM PLATES,7"IN FIELD m I C? I 7"O.C.AT PANEL EDGES
GB METH N ALL HORIZONTAL JOINTS I I I INCLUDING TOP AND I U)
TABLE R602.10.4 �� m - BLOCKED AND I al m BOTTOM PLATES,7"IN FIELD
7"O.C.AT PANEL EDGES M FRAMING CONNECTIONS i m, I I AL JOINTS WI I
a INCLUDING TOP AND AS PER DETAIL 2 ON DWG 2 I �I B METHOD BLOCKED AND
O to
U I BOTTOM PLATES,7"IN FIE v; I TABLE R602.10.4 ( FRAMING CONNECTIONSzo
I I U H
} ALL HORIZONTAL JOINTS I I I ( I 7"O.C.AT PANEL EDGES AS PER DETAIL 2 ON DWG 2
U I BLOCKED AND
FR4MING CONNECTI S I I i I INCLUDING TOP AND F
II � � BOTTOM PLATES,7' IN FIELD
- - --------- M----ASPERDETAIL20ND - 2 ------------------ - ---- -- - - I - --
o °� ALL HORIZONTAL JOINS
C BWL 2 3 - - - - - - - �S W P CS-WISP o I I I BLOCKED AND o BWL 1 4
FRAMING CONNECTION S-WSP CS SP
m - - - - - - - - - - - --- - - -- - - - AS PERDETAIL20NDVG2 - . --- --------- I- -� ---------------- I ---
CS-WS -------- ________ _______ _ _ ____________ _______-_ ....
_ _ _ CSI-WSP
CS WSP I CS WSP CS WSP I i CS-WS -WSP I CSI S CS WSP I ----------- - - ------
CS WS CS-WE P ( CS-WSP
U ^;
1,
„ I I I Ij 3'-10 19/ 3-10 23/ ~ >~ M V
I5'-61 5'-6'/z" 51-61/211 5 6-612" 3' 0 15/ 6" 2'-10' I 6'-1'/z" 6'-1'/z'� 7'-7 1/16„ F�j
M 0
I I I IOC
_ I I i I I I I I I I � � x •� � -�
4'-0" I 16'-9" 32'-31/z' I 12'-0" 4'4" 4'-0" 14'-8" 13'-10" 12'-0" 18'-5'/z" 19-5/z" 4-0' ' ® M C1
a/ o T 44
r I I I I I I I I I �� �1�s o � cS' •k
All-
k 4 F
2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
113
:I
p /� a Floor System VENTS:
CELLAR LIGHT A `,ND �/ E TILL T'® P3103.1 ROOF EXTENSION
GE14ER�4L CONSTRUCTION NOTES EQUI E E TS OPEN EXTENDD MMINIINIPMUES MM6"ALL
ABOVE
THE ROOF OR 6"ABOVE THE
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE.
as adopted by New York State May 12, 2020, SECTION 303-LIGHTAND VENTILATION TOP OF t 1 Gyp.Bd Clg• ANTICIPATED SNOW ACCUMULATION.
Additional Code Compliance: 303.1 HABITABLE ROOMS CONC - at 10'-0"or P3103.2 FROST CLOSURE:
WHERE THE 97.5%VALUE FOR
2020 Energy Conservation Construction Code of New York State, the acoutic tile ceiling OUT-SIDE DESIGN TEMP IS 0 DEG F
EXCEPTION 1. PROVIDE AN APPROVED MECHANICAL VENTILATION SYSTEM IS Ground slopes set at V-0" OR LESS.VENT EXTENSION THROUGH
Additions,Alterations& Renovations: shall conform with Appendix J INSTALLED IN ACCORDANCE WITH SECTION M1507 away from wall
� A ROOF OR WALL SHALL NOT BE LESS
@ 5% THAN 3"IN DIAMETER. ANY INCREASE
2. Written Dimensions take precedence over scaled dimensions HABITABLE ROOMS ROOM AREA
IN SIZE OF THE VENT SHALL BE MADE
FINISHED CELLAR 2258 S.F.
NOT LESS THE 1 FOOT INSIDE THE
3. The contractor prior to the start of construction shall verify all 2258 S.F.X 9 FT.=20,322 CU.FT.X 0.35=7113/60= 118 C.F.M.MIN.REQ'D
Fire-Blocking,continuous 11THERMAL ENVELOPE OF THE BUILDING.
dimensions,existing or new and be responsible for field fit. @ceiling level
and horizontally at intervals not exceeding ROOF �L 4 VTR
REQ'D.=118 C.F.M Damproofing 10 feet o.c.
4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, PROVIDE_(3) 50 C.F.M.AT FINISHED CELLAR = R302.11 thru R302.12
shall be installed in accordance under latest State approved Building Codes.
W
All systems are to be designed, installed, &specified by the general contractors; HVAC, EXCEPTION 2. ARTIFICAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE J concrete foundation wall
electrical or plumbing sub-contractors. ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE FINISHED
J
Electrical certificates are to be provided the electrical contractor.
CELLAR(RECREATION ROOM&STORAGE ROOM)AT A HEIGHT OF 30 INCHES ABOVE 2X6 METAL stud framing 16"cc 211 I 211 Z
5. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT.) z non-bearing top and bottom plates -
Framing lumber shall be DOUG-Fir Larch 42 or better, E = 1,600,000 OR 5-1/2"wood studs @ 16"cc Q
_
HABITABLE ROOMS ROOM AREA J 7
FINISHED CELLAR 2258 S.F. 0 1/2"air space I
Min. Fb for dimensional lumber=850 psi. I I 0-
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 6 FOOT CANDLES REQ'D. o
Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. 1 65 WATT BULB=800 LUMENS 5-1/2"R 21 batt insulation 1 1/2" 1 1/2" Q Q
6. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 2258 S.F.X 6 =13,548.00 1/2"moisture resistant wall board " � Q
13548/800= 17 LIGHTS REQUIRED MINIMUM vapor semi-permeable latex paint finish 2 2" I z O O
a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D
1 1/2" W r�v/ T
or stainless steel. PROVIDE= 17 LIGHTS MINIMUM AT FINISHED CELLAR 4"concrete slab
b.) Use Copper flashing Only against ACQ Lumber Sill Plates Floor finish as selected
1ST FL.
c.) All Structural connectors i.e. simpson strong-Tie or USP,etc by owner
shall be Hot-Dipped Galvanized or Stainless Steel. C
FAI 1 3' 211 � O
9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be TOP W Z
installed in accordance with the manufacturers latest installation details, OF SLAB -
Framing connectors,Allowable Hole diagrams,specifications, etc. 311
pU �
"Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi
"Parallam PSL" Design Stress: E=2.0, Fb =2,900 psi, Fv= 290 psi CO W .__I�
"Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 41 = _
Z
10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, Structural Note: _2 = W
each sleeping rooms in basement, habitable attics, and every sleeping room CONNECT TO APPROVED EXISTING ALL STRUCTURAL WORK SHALL z
shall have at least ONE operable emergency escape opening as follows: SCHD APPROVED SANITARY SYSTEM COMPLY WITH APPENDIX J LO O
Sill height of not more than 44 inches above finished floor.
SECTION AJ6o1.9 LL -Ct O
A. Minimum net clear opening of 5.7 square feet. TYPICAL FINISHED WALL BASEMENT
PLUMBING RISER Mechanical systems
Except grade floor openings shall have a minimum net clear
FIRE BLOCKING SHALL BE INSTALLED SCALE: 1/211 = V-011 NTS THE MECHANICAL SYSTEMS SHALL
opening of 5 square feet. BE INSTALLED IN ACCORDANCE WITH
B. Minimum net clear opening height shall be 24 inches. IN ACCORDANCE WITH R302.11 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 APPENDIX J AJ601.10 E•°
C. Minimum net clear opening width shall be 20". THRU R302.11.2 AND DRAFTSTOPPING 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS '6 = E U)
D. emergency escape and rescue openings shall be operational PER R302.12 THRU R302.12.1 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 Plumbing Note: „6 m'� a o e
CD
from the inside of the room without use of keys or tools.
WHERE Basement contain more than one or more sleeping rooms, ALL PLUMBING SYSTEMS SHALL H w w E r�, N o
an emergency escape opening shall be provided for EACH sleeping room. INSTALLED IN ACCORDANCE WITH `o C E°i ° o � cc
a
APPENDIX J SECTION AJ601.11 Z a ° in m
Emergancy escape and rescue opening shall open directly to the outside
C v n M Vit '�w °
Electrical Note: - 0 0 M_
EXCEPTION: Grade floor or BELOW grade floor openings shall have w o 0.° 0 Iv o w N 2 , 0
ALL ELECTRICAL EQUIPMENT,SERVICES c n rn Y m.n = a`�Y`0
m.ln2c ° m - c• cc3
a net clear opening of not less than 5 square feet.
- - _ _-_-_-- AND WIRING SHALL BE INSTALLED a�r� 0 3 s m'-.z' o
IN ACCORDANCE WITH APPENDIX J .a" o'E o 0 o L ?
13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window SECTION AJ601.12 °
0 a c N a
1 opening is located LESS than 24 inches above the finished floor and GREATER CD
R-21 BATT N _ o L N
than 72 inches above the finished grade or other surface below on the exterior INSULATION C - c
device Fire & Life Safety Note: r a o _ _ 0 3° o
of the building,the window must be provided with a window opening control d 24'-7/z' ALL SMOKE ALARMS,CARBON =' o E
that compiles with R312.2.2 Window Opening Control Devices. MONOXIDE ALARMS OR N ° r o C 0
AUTOMATIC SPRINKLERS SYTEMS m N �' ¢ c a� c m o
SHALL BE IN ACCORDANCE APPENDIX J r- o �'0 � °c a °�' O 0.r
m
12. FIREI3LOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in
1- Urnmff F- IaEn.So o.
accordance with R302.11 thru R302.11.2 and Draftstopping shall be
installed per R302.12 thru IR302.12.1
Fireblocking materials R302.11.1 shall be as follows:
1, Two-inch nominal lumber
2. 1/2"9Y psum board RECREATION
3. Batts or blankets of mineral or fiberglas shall be permitted for compliance ROOM /
with the 10 foot horizontal Fireblocking in walls constructed using parallel
co0
rows of studs or staggered studs.
4. cellulose insulation installed and tested in accordance with ASTM E 119 or 1/ HT: PBI 50
1/2"GYP BD
ISL 263, for the specific applications TILE FLR
ao FAN BATHROOM
N ® CL HT: 10'-0" N
C.T.FLOOR SUMP PUMP
u�
UP o 18'-6'/z'
- - - - -- -
io -------- --------
M I I I I
I I I I
- - I � I
18, "
I 1 I t I I I I I I 1 I
I I I t I I I I I I I I
I 1 I I I I I 1 I I I I
16'-1'/i' a_ 2X4 FRAME AROUND N W
---------
--
N H
B STAIRCASE FROM FLOOR C:)
Q
' I � TO CEILING, TREATED SHOE � � N Z
1 O ---- PLATE AND GYP.WALL BD
R-21 BATT _________ INSIDE FACE OF WALL MIN. �R 38'-0" Q
INSULATION ATTACH RAILINGS.HANDRAILS W
= lJJ
--------- 34"-38"ABOVE NOSING, o All Mechanical Equipment and LU
"' GYM Appliances having an ignition PROPANE > J
R302.7 UNDER-STAIR PROTECTION source shall be elevated Q
WINDOW WELL R310.2.3 o O ___------ ENCLOSED SPACE UNDER STAIRS THAT CL HT: 10'-0" 4 �, a minimum of 18 inches above Q LLJ U
HORIZONTAL AREA SHALL BE c F-v =n IS ACCESSED BY ADOOR OR ACCESS 1/2"GYP BID "� �, the floor.In accordance with O
MIN 9'0"SQ FT.WITH A w = = ti --------- PANEL SHALL HAVE WALLS,UNDER-STAIR RUBBER GYM FLOOR Part V,Mechanical.
HORIZONTAL DIMENSION r p 09 ;n --------_ SURFACE AND ANY SOFFITS PROTECTED Section M1307.3
OF MIN T-0"TO ALLOW FOR w N _j w
EMERGENCY ESCAPE AND _____ __ ON THE ENCLOSED SIDE WITH
RESCUE. LADDER SHALL BE BEDROOM #6 O 1/2-INCH GYPSUM BOARD•
PREMITTED TO ENCROACH RECREATION MAX.FLOOR TO STORAGE
NOT MORE THAN 6"INTO CL HT: 10'-0" ROOM SILL HEIGHT:44" CL HT: 10'-0" O
REQUIRED WINDOW WELL 1/2"GYP BD CL HT: 10'-0" 1/2"GYP BD
DEPTH. CARPETO 150 1/2"GYP BD CFM CONC. FLOOR (' h
o TILE FLR ems
FAN 244GW6050 O
"' co ® TYP DRAIN TO DRYWALL I S
30'-5" 0 EGRESS ® R-21 BATT
WET BAR W/ TYP DRAIN TO DRYWALL INSULATION co
SINK&ICE MAKER W N
° O -� a
ALL WORK SHALL CONFORM TO;
0 o N
WINDOW WELL R310.2.3
U
HORIZONTAL AREA SHALL BE
2020 NYS RESIDENTIAL CODE MIN Y-0"SQ FT.WITH A Q
APPENDIX J HORIZONTAL DIMENSION BARS,GRILLES,COVERS R310.4
�"� Q _" �
OF MIN 3'-0"TO ALLOW FOR BARS,GRILLES, GRATES OR SIMILAR H
SECTION AJ301.4 -ALTERATIONS - LEVEL 1 EMERGENCY ESCAPE AND DEVICES ARE PERMITTED TO BE PLACED M
SECTION AJ301.5 -ALTERATIONS - LEVEL 2 RESCUE, LADDER SHALL BE OVER EMERGENCY ESCAPE AND RESCUE
SECTION AJ401 - REPAIRS [NY]915.3.3 Residential Buildings and Commercial Buildings KEY PREMITTED TO ENCROACH OPENINGS PROVIDED AS FOLLOWS:NET /� ^� cc
With an Attached Motor Vehicle Related Occupancy NOT MORE THAN 6"INTO CLEAR OPENING SIZE COMPLYING
10'-0" FOUNDATION WALL EXTERIOR FRAME WALL REQUIRED WINDOW WELL WITH R310.1.1 TO R310.2.3 AND SHALL
WINDOWS, EXTERIOR FRENCH & SLIDING DRS Carbon monoxide detection shall be installed in a central or otherwise approved CONCRETE FDN WALL DEPTH. BE RELEASABLE OR REMOVABLE O cd c
location in each occupiable space in a commercial building and within 10 feet of FINISHED BASEMENT PLAN FROM THE INSIDE WITHOUT THE USE � r t
L
Plans indicates ANDERSEN series 400 Tilit Wash the entrance to sleeping areas and sleeping units in residential buildings 2x6 METAL STUD WALL @ 16" OC OF A KEY,TOOL,SPECIAL KNOWLEDGE _
Model Numbers and shall be In accordance with R609 and commercial buildings that: SCALE: 1/4" = 1 -011 1/2"AIT SPACE OR FORCE GREATER THAN THAT REQUIRED
To be designed & installed as per manufacturers FOR THE NORMAL OPERATION OF THE "` E?" +V A`'�• O
1. Have a communicating opening with an attached motor vehicle related occupancy, 1/2 GYP BD WALLS LADDER&STEPS R310 2 3 1
specification for 140 ultimate design wind speed g p gESCAPE AND RESCUE OPENING.
2. Share one or more common walls with an attached motor vehicle related occupancy,or R-21 BATT INSULATION WINDOW WELLS WITH AVERTICAL
and Table 301.2(2), 301.2(3) 3. Are located one story above or below a motor vehicle related occupancy. DEPTH GREATER THAN 44 INCHES Vii, O)
Provide HP LOW-E4 glass; U = .30, SHGC = .30 AREA SCHEDULE
INTERIOR FRAME WALLSf° ��'• �' � ^.
SHALL BE EQUIPPED WITH PERMANENTLY
EGRESS: shall meet R 310 S NAME AREA 2X4 & 2X6 METAL STUDS AT 1611 OC AFFIXED LADDER OR STEPS USABLE
WINDOW FALL PROTECTION: shall meet R312.2 Smoke Detector WITH THE WINDOW IN THE FULL OPEN { �`
FINISHED BASEMENT AREA 22`7.5 s ft 1/2" GYP BD EACH SIDE
q POSITION. RUNGS SHALL HAVE AN
Carbon Monoxide Detector '
Substitutions made upon meeting Code. INSIDE WIDTH OF AT LEAST 12 INCHES
See page one, general notes for additional CO Refer to DWG-1 General Notes BATHROOM FRAME WALLS SHALL PROJECT AT LEAST 3 INCHES :
4�r
code requirements. In accordance with Section 915 of the
1/2" MOISTURE RESISTANT FROM THE WALL AND SHALL BE SPACED g! 01ypo' yo ,
NOT MORE THAN 18 INCHES ON-CENTER ``°�
2020 IFC, R314, R315 of the Residential GYP BD ON WALLS AND
VERTICALLY FOR THE FULL HEIGHT OF
code of NYS CEILING . 5/8" CEMENT THE WINDOW WELL. �� d
BOARD IN WET AREAS.