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HomeMy WebLinkAbout52264-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#: 52264 Date: 09/15/2025 Permission is hereby granted to: Ourania Theoharakis c/o Sophia Tsaltas Bayside, NY 11364 To: Construct additions and alteration to an existing single-family dwelling to include converting the existing garage to habitable living space and an HVAC system as applied for. Premises Located at: 865 Stars Rd, East Marion, NY 11939 SCTM#31.-3-5 Pursuant to application dated 08/28/2025 and approved by the Building Inspector. To expire on 09/15/2027. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition&Alteration $782.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $882.50 �� Building Inspector�� itl M,.tl'.u04. v.n�Hb'�u�u+NwaimAM�va"uuWmux�'ft.L"L t4..m'./Sm.M�I.Ym^,!wiWiwuWM WWfa�ttCm M1"C.M.wMMaA"�.aW.W�eJIW�v.a;a,M YVMN,�"�uY.'S�.f/M�.uT�M„'mNkN,Y'�ev^Nimu�M.mMarrm.�'�pcWW'4.�.NMA'MmMw�NmmrvnN.w,Wpa. rlw�R'�M.GpCll4�fi'Nb Nb",NN�M`"^vK6Y:^Miwu�l�nuu,s.tluNrc.M" N.r. .'FupY..Y2a`K.N�C'f�^m u,a�'.'rM..W W', "rv. b,,un'nWw.0,W'.ns�uuk"..la...!.v r'..�.W-dNl.�vM,r 10r`4 Ti'ONVN OF SOUTHOLD — BUILI)Il' G DEPAIRTiAI IN'T t Tovvn flail Annex ,,433�75 Main Roan P. 0, Box 1179 Southold. NY 11'-771--0959 Te1q)hone (0)1 ) 765-i802 Fa;. ('631.) 765-9502 h Date R(.teived k4 P IIR If,.. C� All,0 IN F("M C I �)I N G P E R IV : 'd rvw ror Office Use only PER NO � (0 Inspector,Building Itor° - --- rmumrwwm�umemmvrv .wn�wemiam�:w�mcnranm�w, ur��mum,�mirom�mwumm�imuu�nw.�.uwmrvv�amr�mwam v�au wmmmuw �awara�mrmr� � y',1 �w,n,, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's AUthorization farm(Page 2)shall be completed. Date.,08/18/2025µ mm OWNER(S)OF PROPERTY: Name:SOPHIA TSALTAS is CTM # loao 31 43 5 Project Address: 865 STARS RD EAST MARION NY 11939 Phone# . mil _..�,.�._ .@...., .L (�M . �.... ,917..748..0526__.. Email: .._.. �.�.�. ._,� SdPr{IA497.a GMM ATC _.�........_.._.....�rv� �._.___.._ Mailing Address: 4843 212TH STIR BAYSIDE NY 11364 CONTACT PERSON: Name: ROBERT HIGGINS Mailing Address 50 HIDDEN ACRES PATH, WADING RIVERNY1179LL2 __ _._.... _w.........._ Phone # 631�-208-3351: .. ._...�..._..�.._� Em_.ail. RARC�..u._„ .._,� . HI��.... ..._.��. .�BOB@AOL...� __... � _ COM DESIGN PROFESSIONAL INFORMATION: Name: RO B E RT I-I I G G I N S _ _.-.-.._�..�.._.�. ...._...�.�..�... ._,_..._.�..........._......_...�.� -_ � ..�.. .�....,.._ �. Mailing Address: 50 HIDDEN ACRES PATH, WADING RIVER NY 11792 Phone#: 631-24$-3351 Email: RARCHIBOB cx7AOL.COM CONTRACTOR INFORMATION: Name: ADRINO CONTRACTING Mailing Address: 4042 1$9TH STR, FLUSHING ..N.Y..1.1358.��..� .._..__.... ._._..._.� .w.�.�.._..� ....._.__ _.�..u_.�..,M.�.�.._ one # 917 681�0$77 � —EmaiI:AURIiJOCONTR/S,CTING@GMAII FCOMµW., DESCRIPTION OF PROPOSED CONSTRUCTION ._.....w....... ❑New Structure *Addition WAlteration ❑Repair .,...._._.mm.__..�� .�.,.,_ .,_,_w_.._-w.__�..�.. M..,....µ_. ..w__.. .�...�._��.�......�.n._._�,_. ..,b.. ❑Demolition Estimated Cost of Project: ❑other.......--. . ._w......_. ,--.-.—... w_......ww_w..,_ ......_._. ._..------ $.187;5d0.0.0__ __µ.. ... .,.._. Will the lot be re-graded? ❑Yes RNo � Will excess fill be removed from premises? ❑Yes CNo 1 W, CW aw'iS.�u.Ja'�.G.'NI.�M„ M.W.M.,rtW.Hww:IC^StlOf�.CAM,M'tlG'AY�OIWLI'�I M�MW W.'w'� '�WkpYi,WdbdAYk"emY�m�W.WwNW'eNW'�MM&:"�ulVniuW�t'0' �NY�Nit',eiNhP' �YW��4°Wkdnp'1�0Y.4gpMMIURW�� GEAb'"iha�', 9gIU9kIUG➢.bWi%FiMk';Ip',� � � slnlb'�iPRAR'WkWWMgCaNiM1'��"d1AiWuwbwM�NUYW�'IOM.WMM�0."WddWpM PROPERTY INFORMATION SINGLE_ FAMILY Intended use use of property: se of property: SINGLE FAMILY 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. RR Check Box AfterReading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):ROBERT HIGGINS R.A. Authorized Agent El Owner Signature of Applicant: Ate' Date: 08/18/2025 STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above 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 of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this d ST 21,�5 ....day o{' .. . — ._.�.. ...,__.�..�`�". ° .� .......�_.�_...�� Notary Public ANNIE E ESGRO NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY PROPERTY OWNERAU` IJ0111II , HON LIC.#01 ES5078083 COMM. EXP. 05/19/2027 (Where the applicant is not the owner) I SOPH IA TSALTAS residing at 4843 212TH STR BAYSIDE NY 11364 ROBERT HIGGINS R.A. �do hereby authorize apply on �_. tTzJ lalf to the Town of Southold Build' Department for approval as described herein 08/18/2025 . ...,..�..�_ �-��..e. .. _.._._. ._.....�� Owner's Signature Date SOPH IA TSALTAS Print Owner's Name 2 ���— ���� ���� � ��� ` ` \ L~� ` \ ` ` \ ` \ \ ` \ ` ` \ ` \ � \ ` ` \ ` \ \ ` } ` ` \ ` \ \ . \ \ ` \ ` \ ` \ \ ` \ ` \ ` sv�sw�wf \ , \ e ` \ . \ ` \ \ ` \ . � ` \ \ ` ` \ \ ` \ ---__-- -__ ----- oRTVE (��# 5aa �� 1 she N 10 58' 30"W 134 . 01 ' -� o (D N z z o 0� zz. m c\j < CJD CD Q0 0 LLJ w L) LLJ 0 W C) z Uj U) Lots �_ � � _ _5 cn Subdivision - co 0 "Map of Stars Manor" I-- co w E —0 C 0 U,O E E2 fE N .0 8;.cr--) fim, 02 01 O 02: (L c-, 2 2 C 105 l00 .5 fa U,2 0 - g -0 0 411-10 0 1/211 _2 8. 05 5 4 —0 0 P-1- 0 0 -0 1 .O 0, = - E 0-E ro U L) U) y co ra :3 r- -0 L) a a) U) 0 a m..0 co 010 a) 0 a :3 = a r- 2 0 m co cr m E 0-S: 0 0. 0 cr < 00 (D ca. 10 v4- 0 EXISTING SETBACK 0 4- CL C) ' EXISTING SETBACK 37.2 Q 36.2' 0 0 > H A Lli -0 Lr) 0 N zL6 LIJ U) 6i LLJ C) c/) z c/) L 0 T P 1L 'Am 11 1-011 1 /8 1 w � N co > r-- z 0i o I SURVEY INFORMATION TAKEN FROM z SURVEY PREPARED BY YOUNG �' H z >1x kn wl ASSOCIATES DATED MAY 912023 w w 04 17 0 bA 00 S.C.T.M. 1000-31 -03-5 0 rn ct < N 109 17120 W PLOT — 135 . 00' 134 . 00 A � � , P LA N S 10 17' 20" E ' 0 AD � ��� Tv 1 GENERAL CONSTRUCTION DOTES 14a. Draftstoppping material R302.12 shall beasfollows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING 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 13 PLUMBING FIXTURE TRAP SIZE LIVE DEAD BASED ON TABLE R602. as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE ( ) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceilingis suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; p DESCRIPTION SPACING AND Fuel gas code;Existing building code;Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. Bathtub (with Or without Shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supersede the drawings and shall be incorporated into the and/or whirlpool attachments 11/2 drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls - Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING until the first floor framing is in place or brace the foundation Bidet 1-14 Additions,Alterations&Renovations:she] conform with A endix J Balconies exterior and decks 4-8d BOX (2-1/2")OR PP Clothes washer standpipe 2 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 2. Written Dimensions take precedence overscaled dimensions 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap] 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL 3. The contractor prior to the start of construction shall verify all Floor drain 2 Guards and Handrails per 1607.8.1.1 200 p y p CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR dimensions,existingor new and be res onsible for field fit. 17. Metal flashing shall be installed were concrete abuts wood, 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL P Kitchen sink (one or two traps; with or and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL 4. The mechanical systems,electrical systems, plumbing systems and solar energy systems, without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT shall be installed in accordance under latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more Con-partments) - passenger vehicle garages 50 5 COLLAR TIES 4-1od BOX (3") OR All systems are to be designed,installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER electrical or plumbing sub-contractors. Lavato - Rooms other than sleeping rooms 40 10 P g 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity ra the floor area being ventilated. Refer to Residential Code section R303 showerheads and body sprays)y S S) OF EACH RAFTER OR TRUSS Oof 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall Flow rate: stairs 40 20 4-16d OR be the responsibility of the general contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2x10 unless noted otherwise. Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 1_ disturbed by construction. 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR 1- 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL LN TABLE R401.4.1 subscript b:Where the building official determines that in-place soils Vent range hoods as per Section M1503 with an allowable:bearing capacity of less than 1,500 psf are likely to be present at the site, Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING gpm O z OI the allowable bearing capacity shall be determined by a soils investigation. More than 25.8 U t0 55.6 m 4 STRUCTURAL M 16d COMMON EMBERS DEFLECTION � p gpm 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL � and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceilingattached to rafters L/iso z f 1 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, P g p p g 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL O I garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162" _ ti All Concrete shall conform to the latest ACI standards. basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON ry/ 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES < � bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors O R404.1.3.2 Reinforcement for Foundation Walls L/360 OR BOX(2-1/2"Xo.113") Q WHENEVER an alteration, addition,or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL y supported p the smoke detections stem of the ENTIRE residence must be brought u to code, All other structural memebers OR 4-8d COMMON Concrete foundation walls shall be lateral) su orted at the to and bottom.Horizontal y g p DWELLING -GARAGE SEPARATION L/240 reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL shall be provided in accordance with Table R404.1.2(8) SEPARATION MATERIAL Exterior walls with stucco finish H/360 l 0 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END R404,1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loads/brittle finishes OR 12-16d BOX 3 1/2" the requirements of ASTM A 615,A 706 or 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 THE INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN OF SPLICE LENGTH W Q EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) LLJ ..I Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 (\ C) - BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL l--1 Q required reinforcement shall be in accordance with Table R404.1.2(1)thru 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 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Z R404.1.2(9), BOARD L=span length, H=span height W All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Q Q V R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL O ,-�\ Y-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls TABLE R802.5.2 V shall be located t��provide a maximum cover of 1-1/4 inches from the inside face. 3-1sd BOX cl� P 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD END NAIL p g GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON � W section R602.10.4.2 Continuous sheathing method. APPLIED TO THE INTERIOR SIDE OF O r` R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 9 DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d BOX � Based on Table R404.1.2(1)- (includes basement entrances and window wells) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON (n < wall and One#4 bar near mid-height of wall. shall comply with nailing schedule and Figures R602.10.8 1 &R603.10.8 2 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX - Q p Y 9 g ( ) ( ) 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON (� J wall and One#4 bar near the third points In the wall story.R404.1.3.3.7.3 Wall Openings 12 FT 20 FT 28 FT 36 FT j 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be Q., provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING (� <C � R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404,1.3.2 SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 !-t (n (0 Q that is interrupted by wall openings shall have additional vertical reinforcement of the same size roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 4-8d BOX I- 0o (n placed within 12 inches of each side of the opening. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 S 10 13 R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with RIM JOIST,BAND JOIST OR BLOCKING To SILL OR TOP 8d COMMON PP p p p g 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL in the forms with tie wire or other bar support system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 2-1od Box cover of 3 inches. Minimum cover for reinforcement in concrete cast in removable forms that will be p g g g 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-8d COMMON EACH END c •° copper roofing nails, minimum 12 gage shank with a minimum- 2, exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 a-16d Box v 0� _ o E for No.6 bars and larger. For concrete cast in removable forms that will not be exposed to the Fastener Panel Span Panel Span Panel Span TOE NAIL o� m m ° earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Type Less than or less than or less than or 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON � w E m w o The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment Yp 9: 12 16"O.C. 3 4 4 5 E ° m`o e c ° ° q equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON AT EACH BEARING,FACE NAIL 6�` E-r- `o cc U ccc � c 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) c c Z n v ca 4-10d BOX a) 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 27, Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 � g N m o w ° o r ° Framing lumber shall be DOUG-Fir Larch#2 or better, E=1,600,000 wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw .� o `o `o N m `° Min. Fb for dimensional lumber=850 psi. Insulation material,vapor or retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST E o.s ° y�°2 p 9 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3 1sd COMMON ° 8. °,� a) QY 0 a Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. &attics shall have a flame spread index<_25 2 inch embedment on center on center on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS r o s'� a ° ° 3 Including but no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 1od BOX STAGGERED ON OPPOSITE SIDES O BOTTOM n:. c•3 o o o=m m n t 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 g CONNECTION SHALL BE INCREASED AS FOLLOWS: N ° a� w N m a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D g g p 4-16d BOX m`c c f0 ° wall and ceiling finishes having a smoke-developed index 5 450 No 10 Wood screw 2H LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL r cc= G = N o 3 E or stainless steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies H c / H r HEEL JOINTAJDUSTMENT FACTOR ° ° ° = a ° c m o based anchor with 16 inches 12 inches 9 inches w 0� 'U ° »- ° b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 2-1od Box(W) OR ° o E-o L C E cn o a c. All Structural connectors i.e.Simpson strop Tie or usP,etc 2 inch embedment on center on center on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO JOIST 2-Sd COMMON z-1/zr' EACH END, TOE NAIL E t•2 2 2 w P g ( ) c°N ?_-E �' Q� ca°iEmo shall be Hot Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght ° °L N a) c fl E ca a�v c,w 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, t w o 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ~ cn f0 cr ~ `° E 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: PARTICLE BOARD WALL SHEATHING TO FRAMING 9. All Engineered Wood Products such as"Tres Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 6 1.20 installed in accordance with the manufacturers latest installation details, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. ground access areas. panels shall not be located less than 18' from a valley SPACING OF FASTENERS Framing connectors,Allowable Hole diagrams,specifications,etc. DESCRIPTION OF NUMBER AND TYP z "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi, Fv=285 psi b.Fasteners shall be installed at opposing ends of the wood structu-al panel. OF FASTENER O g p p BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING "Parallam PSU'Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi A permanent certificate indicating the 'solar-ready zone and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES SUPPORTS GABLE END WALL FRAMING _ "Anthony Power Beams Design Stress; E=2.1, li=3000 psi, Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) to W ~ 0- 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, The main electrical panel shall have reserved space for a dual pole circuit breaker g 30 3/8 - 1/2 ad COMMON(ROOF) 6" SEE NOTE A 6" O W C not less than 2 inches into the building frame. Fasteners shall be located not less than Ill each sleeping rooms in basement, habitable attics, and every sleeping room for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 19/32"_ 1" 8d COMMON 6" SEE NOTE A 6" d _J Z am shall have at least ONE operable emergency escape opening as follows: SPACING SPAN z J ' Sill height of not more than 44 inches above finished floor. d.Where screws are attached to masonry or masonry/stucco,they shall be attached ULTIMATE WIND SPEED _l Z ty g 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. (FEET) W Q A. Minimum net clear opening of 5.7 square feet. g g p y P 130 140 32 1-1/8' -1-1/4 10d COMMON NAILS 6" 12" W � (C3 Except grade floor openings shall have a minimum net clear opening of;5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W U W E -o P g q It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1/2"STRUCTURAL CELLULOSIC „ B. Minimum net clear opening height shall be 24 inches. P Y p <5:12 Z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 1-1/z"GALV.ROOFING NAIL 3 6 � z � C. Minimum net clear opening width shall be 20". in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 D. emergency escape and rescue openings shall be operational air conditioning,ventilation, heating systems (new, existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 15/8"STRUCTURAL CELLULOSIC 7„ 7„ W J CL Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 341-3/4"GALV.ROOFING NAIL from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING WHERE Basement contain more than one or more sleeping rooms, ANSI/DASMA 115. Areas within hurricane prone regions: Q." an emergency escape opening shall be provided for EACH sleeping room. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 112" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXCEPTION: Grade floor or BELOW grade floor openings shall have EXTERIOR WALL WOOD STRUCTURAL PANELS a net clear opening of not less than 5 square feet. 6" DIAMETER -+► A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 11. STAIR HANDRAIL: R311,7.8 Provide Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 continuous run of treads or flight with FOUR OR MORE RISERS, cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean d area of the house. 16"O.C. 36 469 438 538 547 STUD Handrail Heigh'I measured above stair tread nosing,shall not be less than CONSTRUCTION TYPE P dry NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL 34 inches and not more than 38inches. All Handrails shall be continuous "I", "II", "III", "IV", OR"V" Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELD the full length of the stair from a point directly above the top riser of a flight 16' O.C. 42 535 499 664 622 PANEL SPAN RATING W to a point directly above the lowest riser of the flight. Handrails adjacent to 16"O.C. 48 599 559 745 697 sd COMMON NAIL " In ~ a wall shall have a space of not be less than 1-1/2 inches between the wall REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24I0 7/16"OR 1/2" 16" O.C. 6" 12 and the handrail.see code for exceptions. Refer to Code for grip size specifications. PANTONE#187 N Z 8d COMMON NAIL O U� 1.75 INCH 24116 7/16 OR 1/2 16 O.C. 6 12' 12. GUARDS:R312 Porches, balconies or raised floor surfaces located more than 30" F (2.5"X 0131") Q <<above the floor or grade below shall have a railing not less than 36 inches DESIGN CRITERIA TABLE 507.9.1.3(1) L W in height. Railings shall have Top rails and Balusters and Bottom rails that are N ( W NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 } J 9REFLECTIVE r1 > Q by the riser,tread and bottom rail of the guard rail at the open side of a stairway WHITE FIELD Wind Speed; 130 � U are permitted t0 be of such a size that a 6 inch sphere cannot ass through, JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS P P P g No of stories: 2 CONNECTION GYPSUM BOARD � fA Open sides of stairs with a total rise of 'nore than 30 inches above the floor or DETAIL <6' 6'1"TO S' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS grade below shall have guards not less than 34 inches in height measured 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. Roof Itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" --s ®--• Panel, Attached to p p p 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS &1/2' MAX. SHEATHING 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL �� Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. " opening is located LESS than 24 inches above the finished floor and GREATER COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT 8" 16 P g TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" than 72 inches.above the finished grade or other surface below on the exterior STROKE &1/2"MAX. SHEATHING 5/8 WALL 7" 12" sd COOLER NAILS bid aspect ratio: 3:1 EITHER DIRECTION 16"O.C. of the building, the window must be prcvided with a window opening control device "F" FLOOR FRAMING INCLUDING of the residential code g p that compiles)with R312.2.2 Window Opening Control Devices. GIRDERS AND BEAMS Of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14' 141"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "R" ROOF FRAMING 1/2"DIA.LAG SCREW GARAGE CEILING 1s"o.C. 6" 6" ESCREWANTDLLCOM LYWITHSCREWS. 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH � accordance with R302.11 thru R302.11 2 and Draftstopping shall be &1/2"MAX.SHEATHING 131, 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 installed per R302.12 thru R302.12.1 "FIR" FLOOR AND ROOF FRAMING WINDOW UNIT 1/2"DIA.THRU BOLT 24" 21" 19"71 Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. Fireblocking materials R302.11.1 shall )e as follows: UNDER SECTION 602 OF THE BCNYS &1/2"MAX. SHEATHING 1. Two-inch nominal lumber Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for W ,,:� N 2. 1/2"gypsum board LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 � with the ill foot horizontal fireblocking in walls constructed using parallel NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 910 � rows of studs or staggered studs. @ y ~ 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Applicant shall provide engineered wood placard F.,' 0 � O UL 263,for the specific applications on or adjacent to electrical meter box for field inspection. PLYWOOD STORM PANEL Z Residential structures with Truss type construction, TABLE R401.4.1 PRESUMPTIVE LOAD BEARING VALUES Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL for new dwelling and/or any addition, alteration OF FOUNDATION MATERIALS Refer to General Notes for Panel a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 bA CLASS OF MATERIAL LOAD BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. „/ E Crystalline bedrock 12,000 psf of the structure for field inspection f"'LI � h� Sedimentary and foliated rock 4,000 psf Sandy gravel aridlor gravel(GW and GP) 3,000 psf Sand,silty sand,clayey sand,silty gravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) G (SW, SP,SM, SC, GM and GC) 2,000 psf .- Clay,sandy clay,silty clay,clayey silt,silt and sandy silt (y D A �� (CL, ML, MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM o WIND WINTER ICE SHIELD AIR MEAN ' �` tiJ � a.When soil tests are required by Section R401.4, GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL the allowable bearing capacities of the soil shall be part of the recommendations. SNOW WIND DESIGN WEATHERING LINE TERMITE LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP " b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf ZONE k tt are likely to be present at the site, the allowable bearing capacity shall be P M MODERATE y R 20 LBS 140 NO NO NO B SEVERE 3-0 11 YES NO 1500 or less 52.1 y, determined by a soils investigation. TO HEAVY 4 11 _ 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. 01 g L Yl 9 9 9 9 9 ( ) P O. N The round snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2 6 for sites at elevations u to 1,000 feet. 0, 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. F P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B BUILDING DEPARTMENT STAMPS -- I i 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 9 ____ __.._..._._._ Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o _I o--.o- ° ° fasten kin stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° Min.3"x 11-114"net header Header ° 6-16d sinker nails - - - - - - - - - - - - METHOD WSP; EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shall occur at top of wall ° . ._. . •�- - - *+'' - -' '-•- -'�' PER TABLE R602.3 3 FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° ° ° ° fasten top plate to header with ( ) OF BRACED WALL PANEL ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL °n':a:' ° p p Y• I°-°�=�Q°° two rows of 16d sinker nails @ 3"o.c. Header shall be To late continuity Is ti •I I•I 1•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 1' VARIES BY FASTENERS y' king stud with Braced wall line 2-16d NAILS EACH SIDE ICI I ) 6-16d sinker nails continuously sheated \Minimum 40001b header-to-jack-stud .I LI METHOD CS WSP: c ° N with 1/2"wood lj a, x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening structural panels AS PER TABLE R602.3 3 f9 pattern as shown and 3 in.o.c.in all framing studs and sills p opposite side of sheathing •I I'I ✓�' EXTERIOR SHEATHING)ATTACHED 8d @ 6"O.C.ALONG w I' p g( ) pp g •I I I WITH 8d COMMON NAILS 8d @ 6"O.C.ALONG TOE NAIL 3 8d NAILS z rn BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER � � Minimum 40001b header-to-jack-stud strap 7,11 r ,1 BRACED WALL PANEL 8d @ 6"O.C.ALONG on both side of opening opposite side of (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL � � p g pp Panel splice edges shall occur over •1 AT 6"O.C.ON EDGE AND 12" O.C. :9 sheathing and be nailed to common blocking • I: IN FIELD BRACED WALL PANEL ___ within the mid BRACED WALL PANEL x a�i . . Min.Double 2x4 framing covered with minimum __..- - o die 24"of the portal O .a ° • BRACED WALL PANEL _ . . . __..... le height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL X I, 1/2"thick wood structural panel sheathing 9 9 9 i, with 8d common nails @ 3"o.c. in all framing o i require In each panel edge. _ 1' SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d @ 3-16d @ 16"16"OC ALONG OC ALONG (studs,blacking,and sills)typical o if needed I I i ° (Q I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-116d @ 16"OC ALONG BRACED WALL PANEL 3 16d 16"OC ALONG 3 16d @ 16"OC EACH 1° LN W I'I 1'I WITH TABLE R702.3.5 OR BRACED WALL PANEL °@ 2'to 18'(finished width) Min Double 2x4 or BRACED WALL PANEL BLOCKING MEMEBER io Min.length 16" 2x6 Kin &Jack stud ° i 9 9 e p1/2"an min.thickness wood structural O z O I. TABLE R602.3(1)FOR EXTERIOR WALL per Table R602.10.5 panel sheathing J. SHEATHING CONTINUOUS RIM OR ! Min double 2 x post J - - - � - - - •I� - - - 4� CONTINUOUS RIM OR Q 'I • I'I END JOIST !° No.of jack studs per ° {— <S I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ! Min. 2 2x4 t Z h. •I I'I I I P ( ) Yp• TableR602.7(1&2) ° .I OVER AND BE FASTENED TO COMMON STUDS. !° ° O (2)1/2"Diameter anchors _ ,I I I 1 I I• HORIZONTAL PANEL JOINTS IN BRACED ) 2-16d NAILS EACH SIDE a x-8 -- - °-° a installed per section R403.1.6 with 2"x 2"x 3116"plate washer O Q (� I'I WALLS PANELS SHALL OCCUR OVER c INTERIOR I,I I.C14AND BE FASTENED TO 1 1l2"x 5 i/2" FULL HEIGHT BLOCKING ADDITIONAL FRAMING �_ G SPACING THICK COMMON BLOCKING ON THE FLAT CONTINUOUS ALONG LENGTH CC •1 NAILING 1.1 1 1 1• AGAINSTTHE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .0 .I 11 11 I. 2 x4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG UJ O •I I•I 1.1 1• BRACED WALL PANEL Q U 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W LLJ J Q •I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) Attach Sheathing to �-� z SPACING -6" FIGURE R602.10.8(2) Z W BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with � nail sole plate:,______, Attach Sheathing °,i, nail sole plate BRACED WALL PANEL CONNECTION WHEN SD common nials 7_� o to joist perBand or Rim joistwi i� to joist per QEXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top anPANEL JOINT --' PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched 8D common nials °i°I nailing sched. — O FRAMING Bottom x° -- -- ---- at 3" Top and °i 1 0 °_°°° Rim Joist W O FRAMING 6-. '° Bottom a ° E ° Rim Joist /'�per Plans FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° 0 0 0 0 —'A 0 O nchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans 1 TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 F- F-- _ Simpson y 1-1/4" galv. x 20 gage HZA Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A CN between 9-1/4"to 15-1/4" nails in each end at each rafter, 0 at each Rafter. With 1-1/4" x 20 gage G-185 Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter =s m N 9 9 y--� Strapping _ braced wall panels ,� PROVIDE@STRUCTURAL RIDGES �.2 ° o In Hot Dipped Galvanized Strap at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field � s s 0 a s with (5)-8d common nails Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Simpson L-50 on each side of rafter o 3 6 0 o �E N a at each stud plywood sheathing ` c 2 z N o m ZE U p>a g Schedule Dw 1 - a Strap may be attached OVER shall have Solid Blocking V g- S y N rn o- T•° `o @ all Plywood Joints •o 0 0 c°� u o 0 the plywood SIMPSON H2A p.` Y N_ G) Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil ;� w °31v 3 rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails ° 8 a° r a r plate with 8d nails @ 6" o.c. (2)8d x 1-1/2" nails in plate y N �' ru " 8� along length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs r • - o N °.3 �'E CN g g ( ) Look Out Blocks ° and window or door Header. o, CL D ° _ - t = `- o SIMPSON LPT4 ' •- Comer Holdowns panel. Gable End Wall U = ° C °Y ° Referat to plans p Typical each side and ALL Less than _ ¢ M _ _ ° orE Equal Nam.__ = � °LN w h 8 oasts for locations �„ windows and doors. to 12" ° r o = _ _ °' ° 0 with 8 -8D nails if required - a o N m a F c: E: n._ o 0. Existing FloorRIM JOIST BLOCKING BETWEEN RAFTERS (@ BRACED WALL PANELS System ZJE d 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See detail Sill details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS JOIST TO BAND JOIST TO SILL CONNECTION this page. NTS NTs RAFTER TO RIDGE STRAP R602.3(1) EXISTING CONSTRUCTION TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6 (' WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ntS � LOCATED IN THE UPPER THIRD _ v� F THE ATTIC SPACE AND ATTACHED 4 5 N.T.S. 6 7 8 9 OTO THE RAFTERS WITH 4 D NAILS EACH END O tom.. Q 0 Q W J �/r..y ALL THRESHOLD CAREFULLY . O ❑ FLASHED&CAULKED TO SIMPSON BSC l CUT = (n PREVENT WATER INTRUSION LENGTH I I 12" Min POST TO HEADER CONNECTOR EXTERIOR OR TIMBER TECH- BEARING WALL I I TIMBER TECH- I I _RAILING POST, OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POST TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PER 1 SIDE COVER 2"MINIMUM NOTCH GREATER CLEAR MANUF.SPECIFICATION I ! MANUF.SPECIFICATIO I I 4 X 4 MIN.TREATED POSTS oo °,v <1 °, _ - — THAN 50% 2X P.T.LEDGER; MUST BE ONE SIZE 2 il2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S THRU BOLTED BOLTED TO a A a Q GREATER THAN DECK JOIST AND OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE I I JOIST W/ , NO GREATER THAN THE DEPTH OF THE RIM JOIST CONNECTOR SCREW METAL TIE FASTENED ACROSS AND I Q 1/2"DIA.GALV BOLTS W/ D D D ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED GRADE TO THE PLATE AT EACH OF THE Use 1-1/4" Metal W _ 2"MIN. --LOCK WASHERS. a, ° ° GALV EXPANSION ANCHORS WITH WASHERS ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8-10D NAILS EACH SIDE Coil Strap 20 O a AND PLACEMENT OF PER FIGURE R507.1(1) EPDXY ANCHORING ADHESIVE FOR �. - p Gage O 2 i12"MIN. 2 x JOISTS c �'o USE WITH THREADED ROD-OR USE; 12" Min _- , see Schedule on DWG-1 5 8d common nails N Z _ MAX. ; ,p 2x RIM JOISTATTACHED W/ D p D Z MECHANICAL ANCHORS;SIMPSON ( ) 2"MIN. (3)#10 X 3"WOOD SCREWS oo ° a a. GALV.DECK HANGER WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. in EACH END at N Q p SIMPSON LUS26 @ 2X6 - s MAX. EACH Stud. � . SIMPSON LUS28 @ 2X8 M 14"DIA.CAST-IN-PLACE PIPE 2"MIN. 8d 6" oc Alon cal `U) W 2-112"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST D D D � g v' ° ° CONCRETE FOOTING,DOWN THRU BOLTS BLOCKING ao 0o EMBED ANCHORS PER FOOTINGS MUST TO VIRGIN 501E D3 MAX. Braced Wall Panel J W Q W/WASHERS OVER BEAM SIMPSON BC o , a o MANUFACTURER SPECIFICATIONS BEAR ON (MIN 36"BELOW GRADE) FIGURE R602.10.8 1 rY 0 BETWEEN EACH POST GIRDER UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) JOIST CONNECTOR SOIL SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP MAXIMUM OVERHANG 24" FIGURE 15 AMERICAN WOOD COUNCIL FIGURE R602.6.1 P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS cr LEDGER BOARD ATTACHMENT TO CONCERETE CONNECTION aPORCHES & DECKS NTS TOP PLATE FRAMING TO R502.8 NTS DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 14 NTS 11 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG T� FOOTING SIZE PER TABLE R507,3.1 FOR DECKS v 1-1/4" x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap 507.9.1.3(1) STAGGERED with (5)-8d common nails N 507.9.1.3(2) z_ FASTENERS at each stud TOP PLATES TOP PLATES N� IN 2 ROWS Strap may be attached OVER OO @O p 5.5"MIN FOR 2X8 the plywood OR directly to ►� O T 5" * 6.5"MIN FOR 2X10 Studs. O BORED HOLE MAX. -STUD DIOAMEC ER 60 HOLE MAX. STUD O O O O 7.5"MIN FOR 2X12 DIAMETER 40% (PERCENT)OF STUD [�] ..� (PERCENT)OF i DEPTH STUD DEPTH 3-16d @ 16" oc Along r^ l 'mod O � `./ 5/8"MIN. -5/8"MIN. 518"MIN /8"MIN. 2 MIN LAG SCREW OR THRU-BOLT Braced Wall Panel '" o TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN x •.•+ CV U FIGURE R602.10.8(1) NOTCH MUST NOT NOTC-I MUST NOT 0 EXCEED 40% 0 EXCEED 25% (PERCENT)OF (PERCENT)OF 0 STUD DEPTH STUD DEPTH ° ED AR_ _ PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS ✓ O IF HOLE IS BETWEEN BORED-TOLES SHALL !✓ J H/��/� NOT BE LOCATED IN PER FIGURE R507.9.1.3 (1) � co 40%(PERCENT)AND BORED HOLES SHALL THE SAME cRoss NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT — • `i ° STUD DEPTH THEN THE SAME CROSS OR NOTCH IN STUD STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" SECTION OF THE CUT NO MORE THAN TWO OR NOTCH IN STUD SUCCESSIVE STUDS IF LAG SCREWS ARE USED OR BOLT ARE DOUBLED SPACING IS REDUCED TO THAT OF AND so BORED LAG SCREWS TO ATTACH 2X8 LEDGERSTO 2X8 BAND JOISTS 1/2" WASHERS NOT PERMITTED)TACKED o E�T010 IQ yO 4 FIGURE R602.6(1) FIGURE R (2) NOTCHING AND FOUNDATION-SILL-STUD O 41E�0 t• ^ 16 BORED HOLE LIMITATIONS FOR EXTERIOR NOTCHING AND WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR 17 18 STRAPPING 19 26 NON-BEARING WALLS R-50 Cover Box pushes up and out of the MANUFACTURED LIGHT ENCLOSURE thin profile structural way for access n ATTIC INSULATION p CONTINUOUS BEAD CEIING FRAMING sheathing as draftstop OF SEALANT Insulation dams behind tub Tub prevent loose-fill Typical SUBFLOOR GLUED,CAULKED Air Se I insulation from exterior OR GASKETED TO RIM falling through Continuous wall JOIST/RIM CLOSURE Gasket g g 1 access J of Sealant or SEALANT ' adhesive SILL PLATE INSTALLED Weatherstripping Seal stairs EXPANDING FOAM SEALANT Adhesive Sealant OVER GASKER SILL Panel CONTINUOUS BEAD OF SEALANT SEALANT `Pull-down frame gap RECESSED LIGHTING FIXTURE with caulk DRYWALL CEILING Sealant staircase or foam AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE 0 PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION DETAIL Z o TO BAND JOISTS + Battic Door Energy Conservation Products ` _ O z i 25x54 Attic Pull Down Stair Ladder Cover, 00 R-50Insulation }- z R-.SO Attir SL�4 Cov+,r O ' ENERGY NOTES - - - > r Eave baffle installed � ..4 �"" Q oA 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 be sealed. g p 9 Y adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Vents. Baffle Shall extend Over Table R402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party (HERS Rater) using the Manual "J" , "S" & "D" submitted at CO. (- energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic Insulation 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. P +'- W W --I TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third parry(HERS Rater) using the (R402.2.3) i AIR BARRIER AND INSULATION INSTALLATION manual "J"& Manuals "S" &"D" submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION Q Z < COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ � AS PER DRAWINGS Lu General A continuous air barrier sliall be installed Air-permeable insulation shall not be used as a sealing material. 2. R401,3. A permanent certificate (Mandatory) shall e i completed by the builder g p OR HERS RATER 0 Q and posted on a wall in the space where the furnace is located Soffit see . _ 0 requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying - Const. Dwgs w W fluids > 105 F degrees or<55F degrees shall be insulated with R 3 Minimum. W Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g g SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. O W U 11. (R403.3.5) Building Cavities (Mandatory) I - O 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 }- Q < Q sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs ^ J _ 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) !� Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The Heated water circulations stems shall be in accordance with Section N1103.5.1.1. Q Q LID installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Y U) to 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. Automatic controls temperature sensors and pumps shall be accessible. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". + p p p t � _; � ..� � ' 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 N = exists,the batt product will be cut to fit the remaining depth of theThe building shall be provided with ventilation that compiles with the requirements of E.N cavity. Where the batt is cut around obstructions,loose full insulation Air leakage shall be tested and verified by 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 0 0 o per S report of the exhausts shall have automatic or gravity dampers that close when the ventilation system air leakage rate not to exceed three air changes hour. A written re ( rn °S LM o a° iv shall be placed to fill any surface or concealed voids,and at the g g p p test results shall be signed b the art conducting the test. is not operating. ��,o U� 00� N o manufacturers specified density. Where faced batt is used,the g Y party g 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 a== z a ° N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "' r ;� g � °, �.s s o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN t..-- r z i ; =o a a Q, � o stapling installation tabs. 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 ; .0 0 0 y o Y p g of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC ACCORDANCE WITH i a Y 0).2 ° 2 Y M combustion air. Factory built fireplaces shall be listed and labeled p 9 Rigid Foam or e I , a; ° _ > = a w ° Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whale-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT - C ,,.~''� ,,r' f I 0 3 z o r 3 a) shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C . '�- t 6 0 g a 0 a N N density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. fi j,jf .c J- s o E 14. N1103.7 R403.7 E ui ment sizin and efficienc ratin Mandato i : L °.3 Y provided for each separate heating and cooling system.Temporarily operate ( ) q p g Y g ( ry) Roof underla ment ���-y ° Ceiling/attic The air barrier urn any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui ment shall be sized in accordance with y 2 X CJ W/ INSULATION ' --S i iAl o the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 g equipment ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg E� �,N U� E ° shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS 2 z insulation and any gaps urn the air barrier Manual J or other approved heating and cooling calculation methodologies. '' `°" ¢a ) ` ° ° sealed. OR HERS RATER � •,r." :,. r. , `-, , ° a a E b °a o °w New or re lacement heatin s ° _� = t ° 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value P g and cooling equipment shall have an efficiency ,- U a) ° a- ° E a.=- ° CL of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ ' Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 9 ,,•�,.--� than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. pp Y Const. Dwgs t j shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g /f in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall ::;,. �-,L,.«,Vul, ,,,.,,r;;_,,,,,._., ` Z (n plate shall be sealed. The junction of the by completely filling the cavity with a material having a thernal contain only high-efficacy lamps. J top plate and top of exterior walls shall be resistance of R-3 per arch minimum. Typ. Exterior wall i sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignunent with the air barrier. __. U) W WindoNvs, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and:Framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Q Rim joists Rini joists shall 'include the air barrier. Rim joists shall be insulated. 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. TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be pernitted to be in contact with the INTERMITTENT WHOLE-HOUSE MECHANICAL`, RATE FACTORSa, b topside of sheathing or continuous insulation installed on the AREATO BE EXHAUSTED EXHAUST RATES underside of floor framing and extend from the bottom to the top of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. SEGMENT 25% 33% 50% 66% 75% 100% OPENING LIMITING KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be shall be covered with a Class I,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM Factora 4 3 2 1.5 1.3 1.0 W--F vapor retarder with overlapping joints taped. INTERMITTENT OR 20 CFM CONTINUOUS a. For system run time values between those given,the factors are permitted to be _ o Z Shafts,penetrations Duct:shafts,utility penetrations,and flue determined by interpolation. WINDOW N p <shafts opening to exterior or W unconditioned space shall be sealed. 24" c LU b. Extrapolation beyond the table is prohibited. V U)APPROVED WINDOW J (36"IN IBC UNITS) 4"SPHERE CANNOT FALL PREVENTION J W Q PASS THROUGH DEVICE CONFORM TO U) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to 1 FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the TABLE M1505.4.3(1) TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED CONTINUOUS '.— AIRFLOW RATE FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air scaling shall be provided between the garage and REQUIREMENTS GRADE 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 envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW h+� FLOOR AREA 0- 1 2-3 4-5 6-7 >7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING I+�1 WINDOW Plumbing and Batt insulation sln<ail be cut neatly to fit around wiring and (square feet) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. W .2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or Airflow in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION �, N gaps or compassion where cut to fit.Insulation that on instillation readily conforms to available space shall < 1,500 30 45 60 75 90 �PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN MEET THE CLEAR OPENING AS REQUIRE r l OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 V �, Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 1,501 -3,000 45 60 75 90 105 exterior wall showers and tubs shall separate them from the showers and insulated. tubs. 3,001 -4,500 60 75 90 105 120 N1101.14 (R401.3) Certificate (Mandatory) E""{ r--1 d ° Electrical/plione The air barrier shall be installed behind electrical or > r n `� 4,501 - 6,000 75 90 105 120 135 M box on exterior wall communication boxes or air sealed boxes shall be installed. ENERGY COMPLIANCE STATEMENT: A permanent certificate shall be completed by the builder or other approved party and posted on a wall o HVAC register HVAC register boots that penetrate building thermal 6,001 -7,500 90 105 120 135 150 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL in the space where the furnace is located, a utility room or an approved location inside the building. U N boots envelope shall be sealed to the subfioorordrywall. JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit o i Z > 7,500 105 120 135 150 165 COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. directory label, service disconnect label or other required labels. The certificate shall indicate the M Concealed when required to be sealed,concealed fire sprinklers shah predominant Rlues of insulation installed in or on ceilings, roofs, walls foundation components sprinklers only be sealed in a mariner that is recommended by the For SI: 1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s.manufacturer. -values gs ponen manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; ��D SRC be used to fill voids betwecnfire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results g'� walls or ceilings. from an required ducts stem and building envelope air leakage testing performed on the building. J Y q Y 9 p g g p IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value a In addition inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, rZ.'ry'.; i ' cooling and service water heating equipment. Where agas-fired unvented room heater, .A electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �r J „ „ „ „ wa s© ' 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, 0 electric furnaces and electric baseboard heaters. R408.4 ACCESS F_ CD ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. N ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM Z Lr) O OF IS INCHES BY 24 INCHES. OPENINGS THROUGH A PERIMETER 0 WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. 24'-8"± A Z 00 WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES 9 SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE O BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER _________________________________________________________________________ I` r A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS O Q REQUIREMENTS UNDER F OORS.WHEREMECHANICALEQUIPMENTISLOCATED , -------------------- ------------ ---- ' ; C 1 I , G Crawl Access: U) O LADDER&STEPS R310.2.3.1 Through Foundation Wall: minimum 18" x 24" ' ANCHOR BOLT: < U , WINDOW WELLS WITH AVERTICAL „ „ RETRO-FIT 1/2"DIAMETER X 12" MECHANICAL ' DEPTH GREATER THAN 44 INCHES Through Floor: minimum 18 x 24 +� I I I U W J 1 I ANCHOR ROD SIMPSON STRONG-BOLT OR EQUAL SHALL BE EQUIPPED WITH PERMANENTLY see Section M1305.1.4 for access requirements o ' DRILLED INTO EXISTING CONCRETE WALLAND Q Q AFFIXED LADDER OR STEPS USABLE B °.° ; SECURED WITH ANCHORING ADHESIVE. B 7 Z C) C WITH THE WINDOW IN THE FULL OPEN where mechanical equipment is located under floors. I I MAXIMUM SPACING:@ 72"O.C. ' W G POSITION. RUNGS SHALL HAVE AN 9 EMBEDMENT OF 7"WITH NUT&3"WASHER. 9 (] Q INSIDE WIDTH OF AT LEAST 12 INCHES 2 BOLTS PER PLATE AND HOLD AT LEAST — 0 SHALL PROJECT AT LEAST 3 INCHES ONE BOLT- 12"MAX AND 3-1/2"MIN OFF FROM THE WALL AND SHALL BE SPACED ' ENDS OF PLATES, W O NOT MORE THAN 18 INCHES ON-CENTER ; ; ; r*-_ VERTICALLY FOR THE FULL HEIGHT OF I O (J� THE WINDOW WELL. ; ; ; ; � OQ Q BARS,GRILLES,COVERS R310.4 I 60'-0'± BARS,GRILLES,GRATES OR SIMILAR N DEVICES ARE PERMITTED TO BE PLACED 16'-11+/"± 16'-6"± 26'-6'/�'± Q OVER EMERGENCY ESCAPE AND RESCUE (.0 O OPENINGS PROVIDED AS FOLLOWS:NET ; ; CLEAR OPENING SIZE COMPLYING ' WITH R310.1.1 TO R310.2.3 AND SHALL ; BE RELEASABLE OR REMOVABLE ; ; EXISTING FROM THE INSIDE WITHOUT THE USE TYPICAL NEW ; ; SLAB ON GRADE OF A KEY,TOOL, SPECIAL KNOWLEDGE INTERIOR FOOTING/COL OR FORCE GREATER THAN THAT REQUIRED 24"x 24"x 12"THICK ' ' ' E FOR THE NORMAL OPERATION OF THE CAST-IN-PLACE CONCRETE 'E ESCAPE AND RESCUE OPENING. FOOTING&4"DIA STEEL COLUMN I , 1 1 , 1 � � ---------------------------- ------- , I � c y c I I 1 --- .occZa ° � � c m Q) _ o a) �- O 1 I 1 1 e C Uq Al fV , , ti -- --, 1 I I 1 0 O.� y' U ----------------------------------------- -------• ' -------------------- --i ----i-- ' _------------------------------------------------------------� ---- -------- N du °.x d G7 NY 181 2 c 8 mrg & `o c 3 o�to 0 3 L 2'c�'3 0 1 : 1 1 C'-' 4? O V O I e-------------------------------------- ----------- --------------------------------------- - -- - - - --- - --------- -- -••'O O° U ° C �'U !p L w L I _ _ -- - OINTLOAD ; ; ; ; Nmo)�c m °-' yo1� = ABOVE , , I , I I 1 1 I 1 U C a O Cr V r Q � EXISTING I I LLn� c = O `o3 � `0 CONCRETE STAIR , , ° c w ° c m qi - a) I , 4'-11"± UP TO GARAGE �---- - ---- - ---- - i L) U)y ca E � d) ` L•C Q V) C N C N O I I I (n I , Q) C a E °U w N a)'-= 1 1 z O O 0 (D 0 O ----------------------• ` I SMOKE ' , , e L o =-o c w S ALARM , ,� , , p= i � of . I� 2x4 NEW WALL ON i X z U) 0 EXISTING o, Cn O `° 1 Iw CONC.SLAB TO vo 00 0 W ' ' W 57< 0 UNFINISHED w CO ALARM �� UNDERSIDE OFFLRJSTS. ; I I �°p` wQ> 1 , L.L I I J , r Q J N BASEMENT M N �� 13'4"± r a o �U_ U 1 , ' I I z I , 7'-6"± 7'-6"± 7'-6"± 7'-6"± 7'-6"± 7'-2"± , '�,� , I 1 , :x I 1 �co CONVERT EXISTING 1 1- CAR GARAGE SLAB I I +i - - EXISTING 6X8 GIRDER , INTO NEW CRAWL SPACE e' ------------------------I------------- ----------------'------'---------- ' . ----------------- , o OP NEW PROPANE ' I , N ' HOT WATER ' 9 N BOILER SYSTEM -----' 1 1 1 I 1 ' I MAINTAIN REQUIRED SEPARATION DISTANCE FROM ALL HEAT PRODUCING EQUIPMENT TO I I All Mechanical Equipment and � COMBUSTIBLE MATERIAL AS PER ' Appliances having an ignition ;I O 0 U O 0 MANUFACTURER'S SPECIFICATIONS ; source shall be elevated z o z � ° ; , I I AND LATEST MECHANICAL CODE. NEW 2-2x8 FLOOR JOIST 16"O.C. ' a minimum of 18 inches above � 0 cn 0 I ' ' the floor.In accordance with R O x O VENTING OF EQUIPMENT Part V,Mechanical. W W O 1 INSTALL IN COMPLIANCE Section M1307.3 I I W/PART V MECHANICAL 1 I I W O I 1 --axo zO Z N z I 1 , I 13'-4"± I < Q t) I W cV --------------------------------------- -------------------------------------------------------------------------------------------- I z z> p Q I ' N LLI l Ll --------------------------------------------------------------------------------------------------------------------------------------- I HOW U } J En TYPICAL FOUNDATION > 1 ------------- ------------------- -- z --I Q DOWEL PIN ; p UJ #5 STEEL DOWEL BETWEEN NEW ;____________________________________________ Section M1202 ExistingMechanical Systems AND EXISTING FOUNDATIONS. PINS Y ARE TO BE SPACED MAXIMUM 12"OC CONCRETE BLOCK IL EXISTING GARAGE VERTICALAND TWO IN FOOTING DOOR OPENING.BOLALL VOIDS SOLID WITH A MINIMUM 8"EMBEDMENT ADD 112"ANCHOR BOLTS-ONE 12"FROM M1202.1 Additions, Alterations or Repairs GROUT SOLID WITH NON-SHRINK EACH END AND ONE IN CENTER. Additions, alterations, renovations or repairs to a mechanical system HIGH STRENGTH GROUT. shall conform to the requirements for a new mechanical system without requiring the existing mechanical system to comply with 45'-4" 14'-8" all of the requirements of this code.Additions, alterations or repairs shall not cause an existing mechanical system to become unsafe, hazardous or overloaded. Minor additions, alterations or repairs to existing mechanical systems shall meet the provisions for new construction, unless such work is done in the same manner and arrangement as was in N the existing system, is not hazardous, and is approved. 9 : r, M1202.2 Existing Installations Q Q; o Except as otherwise provided for in this code, a provision in this code � shall not require the removal, alteration or abandonment of, H cz nor prevent the continued use and maintenance of, an existing mechanical system lawfully in existence FOUNDATION PLAN w h-+—I ,� M .fl GENERAL EXISTING CONDITIONS NOTE: I O at the time of the adoption of this code. 'z:; bn °O .� FOUNDATION WALL KEY SCALE: 1/4" = 1'-01' ALL EXISTING DIMENSIONS AND CONSTRUCTION ^/ x ,� N 4 M1202.3 Maintenance WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, C) w 7) AND FIELD MEASUREMENTS. /�I'��// O M ct ALL WORK SHALL CONFORM TO; ALL MEASUREMENTS SHALL BE VERIFIED BY Mechanical systems, both existing and new, and parts EXISTING FDN WALLS CONTRACTOR PRIOR TO RENOVATION,ORDERING thereof shall be maintained in proper operating condition MATERIALS AND START OF CONSTRUCTION.CONTRACTOR in accordance with the original design and in a safe and sanitary condition. NEW FDN WALLS 2020 NYS RESIDENTIAL CODE IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ED�� Devices or safeguards that are required b this code shall be maintained APPENDIX J ARCHITECT DID NOT MEASURE INACCESSIBLE AND AC 9 q Y CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN �� J in compliance with the code edition under which such devices and [ _ _ _ _ _ ] FDN WALLS TO BE REMOVED SECTI ON AJ301.4 -ALTERATIONS - LEVEL 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY safeguards were installed. The owner or the owner's designated ARCHITECT OF CONDITIONS. SECTION AJ301.5 -ALTERATIONS - LEVEL 2 OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF o agent shall be responsible for maintenance of the mechanical systems. � N To determine compliance with this provision, the building official shall SECTION AJ401 - REPAIRS EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 41i have the authority to require a mechanical system to be reinspected. F hsf�u ` i I � CU I /1� LO 60'-0 O z � " I z 30'-6" 29'-6" O i 24'-8" ' O Q VT J m ' S Q I L m.--� J 1 ,rL''.�tt 2 5'-8'/," 12'-8'/." 6'3" ro J-1-i O pL U W Q ' W J _ _ _ _ _ _ _A4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q U Q T 24"CS WSP 1 NEW 24"CS-WSP 24"CS-WSP A41 NEW 24"CS-WSP , BWL 1-1 z W 3 3-2x10 3-2x10 Cn I O I I I Z Who I M 1 co � � ti I Cn r O 1 I ► }- Q < Q -I �a NEW FAMILY ROOM a N Q Q En 1 Q 0 VAULT CLG � "' w In �v TO 10'0" v I z �--- oo O I 24'-8" I I ' I I I I X N I h .I A I O 1 ; O E•O O N.o O E ` NEW 2X6EXT m (7c dcawa o . WALL u) I � co,o ococ n ° ' CONSTRUCTION ° .5 d) `o u v`6, m Q accZa me to " � 1 � 1 2o ��� .I 2x10 RAFTERS (cry 16"oc p 2x10 RAFTERS (a.16"oc c �'� > ; aY o I 'n I 2x8 CEILING JOISTS @ 16 2x8 CEILING JOISTS @ 16 1 o L g 3 c c'E U 2x4 COLLAR TIES @ 48"oc N 2x4 COLLAR TIES @ 48"oc a o o 0 Z?s NEW N I PAD ON m E� r �, v '= a'E r) 3-3X4 POST FROM TOPrNEW! GRADE L n= a - `: 3 c o EXISTING TEMP GL1 :T/ w � t C 2'-0"x 3'-C" 244DH2430 OF 18"LVL TO UNDERSIDEo o c w a C •o' ------ - s.�: _ OF RDIGE BOARD - :E m E E a:N EXISTING ; io m.c ¢ o°7 b i� I iv L c o E m ma N o v N T-0"x4'-0" y/ ° ; y+ F- U ti m o• H m E E.6 o n -__ o NEW 0 BATHRM 2'-04 (3)1-3/4"X18"LVL W/2-5/8, X 17.5"STEEL PLTS FLUSH I CA ' --"" E CIS IN 5'0" 5'0" FAN O " T-8" BASEMENT 3'/i ® O O ENTRANCE v 3 0 17'-8" 0 3'/z" FAN ° NEW RENOVAROOF PLAN EXISTING BATHRMRGE ® ____ BATHRM 3_01 SCALE: 3/16" = 1'-0" 2 zx8 � w EXISTING +' ' �-�-, RENOVATE 13'-7"± "' � � on BEDRM #1 NEW LAUNDRY RM EXISTING c VENT CLOTHES DRYER ° KITCHEN _ N 0 FLAT CLG IN ACCORDANCE WITH � ; FLAT CLG NEW 2X6'NIT ty o p 0 6 N @ 8' 0" CHAPTER 15-CLOTHES @ 8'-0" I I WALL ' N N z d X DRYERS EXHAUST. CONSTRUCTION Co i N X w NEW W D C S 1' '/�' T N I l o I z w o O WASH Y o LIN o 0 1 1 cX CONVERT EXISTING C ; CL N N iv in N 1-CAR GARAGE INTO cn PAD OUT EXIST. I NEW DINING ROOM/ -' 5'0" Cl) N Y I I BATHROOM ADDITION 6X PROVIDED BRACING METHOD 2 6 2 0 I I +� ® CS-WSP CONTINUOUS SHEATHING o Eo O F��LAB OCLG R 21 BATT INSUL. WOOD STRUCTURAL PANEL N N (O DETAIL #1 ON DWG-2 ; N CO co N CS-P F CONTINUOUS SHEATHING M1.1 M - - - , N BRACED WALL PANEL.a PORTAL FRAMELU 1'-6" 2'-6" I I w ~ F- DETAIL#3, DWG-2 F'ER PLAN BRACED WALL LINE 1-1 1 A 1 B c0 O I I REMOVE `" L0 GB GYPSUM BOARD z 'v I _ I EXISTING 04 O EXISTING MASONRY CD U)(ABLE R602.10.4 page 185 BRACING METHOD CS WSP CS WSP CS WSP/GB BRACED WALL NOTES: X LIVING RM 1 FIREPLACE c N p < REFER TO DETAILS ON DWG-2 w "' EXISTING o o FLAT CLG 00 _ W BRACE WALL LINE SPACING (FT).b 20 24.66 24.66 FOR HOLDOWNS,STRAPPING,BRACED `° BEDRM #2 � @ 8'-0" N p N W WALL DIAGRAMS AND DWG-1 FLAT CLG o EXISTING N �. J TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" FOR NAILING SCHEDULE. ALL BRACED @ 8'-0" BF AT C GEDRM 3 L — — J ; ? W V WALL PANELS SHALL BE FULL-HEIGHT W U) 2 4 w (n TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5 6 6 BWL— gR SECTIONS OF WALL WITH NO VERTICALWANTQWPFFSETS. 12'0" N v 2'0" @ 8 0 19' 6" z _- " c `Dx z 3Ya" 3'/�" 1-ABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 3'/a w o _ 3, N 9'-9Yz' 1. EXPOSURE CATEGORY 1 1 1 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) o Cn 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Cl) 3°_0" 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 - 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 8'-0"x 4'-0" SHALL BE OFFSET NOT MORE THAN 4 FEET. M EXISTING x ° ° 2-2�C8 r hti 3. WALL HEIGHT 1 1 1 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. T-0"x 4'-0" T-0"x 4'-0" EXISTING CONCRETE PORCH 244DH2430 NEW NEW 244DH2430 4. NUMBER OF BWL PER DIRECTION 1 1 1 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH EXISTING EXISTING TEMP GL END OF A BRACED WALL LINE 5. ADDITIONAL 8001b HOLDOWN DEVICE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ----------------[ ------------------ ]---------________ PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE NEW 2X6 EXT. REMOVE EXIST.WALL 6. GYPSUM BOARD OMITTED R602.10.2.2 CONSTRUCTION GARAGE DOOR REMOE PORCH �► A,,, � 7. GYPSUM BOARD FASTENING METAL ENCLOSURE 14'-4" 8. HORIZONTAL BLOCKING IS OMITTED 60'0" E""j Q o Cz RESULT REQUIRED BRACED WALL LENGTH (FT) 5 6 6 r--� NEW WINDOWS & SLIDING DRS 1ST FLOOR PLAN TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) W TJ fx M p AREA SCHEDULE Plans indicates ANDERSEN series 244 SCALE: 1/4" = 1'-0" F'ER PLAN BRACING LENGTH PROVIDED (FT) 8 6 6 NAME AREA Model Numbers and shall be In accordance with R609 EXISTING FIRST FLOOR AREA 1188 sq ft. To be designed & installed as per manufacturers O SMOKE DETECTOR KEY ________ COMPLIANCE YES/NO Y Y Y specification for 140 ultimate design wind speed CO REFER TO WG 1 CARBON 1 GEDE NERAL NOTES J �+ct PROPOSED FAMILY RM ADDITION AREA 495 sq ft. p g and Table 301.2(2), 301.2(3) IN ACCORDANCE WITH SECTION 915 OF THE EXISTING WALLS a.Linear interpolation shall be permitted PROPOSED GARAGE CONVERSION TO LIVING SPACE 374 sq ft. 2020 IFC,R314, R315 OF THE RESIDENTIAL , ` �®A Rc b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, CODE OF NYS the average dimension shall be permitted to be used for braced wall line spacing. Provide HP LOW-E glass; U = .30, SHGC = .29 ��—�� NEW WALLS c.Refer to page 2-for wall bracing details. SMOKE AND CARBON MONOXIDE ALARMS FOR EGRESS: shall meet R 310 REPAIRS,ALTERATIONS AND ADDITIONS: C _ _ _ _ WALLS TO BE REMOVED j In accordance with Appendix J ABBREVIATIONS; BWL=BRACED WALL LINE, WINDOW FALL PROTECTION: shall meet R312.2 When repair work,alterations,interior alterations BW=BRACED WALL, and additions requiring a permit occur, >k / CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL the dwelling shall be provided with smoke alarms z CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION MINIMUM EGRESS SIZE: 244 DH 3049 and Carbon Monoxide Alarms located as required X> 7. G190A es`�Cj@''• for NEW DWELLINGS and shall be interconnected Substitutions made upon meeting Code. and hard wired. See page one, general notes for additional code requirements. I O N O >- O _ Z � f-- Z ti O ' } n � O Qrn tU �- O CONT. RIDGE VENT TOP OF ROOF \ V Q W J_ - - - - - - - - - - - - - \ Q z Q cC 12 12 \ Z W 4 �� �_ 4 ASPHALT SHINGLES \ 0 O GUTTERS&LEADERS 0 ` \ u,J O AS REQUIRED TYPICAL \ O (n — - — - TOP OF PLATE \ \'0��92�i � (j) Q Q o < F— ` sF� Q JCn = 05 EXISTING c \ DWELLING � c »- c N a) E. N 0 TOP OF SUBFLOOR \ �'�w E s N a s TOP OF FOUNDATION ` o 1.-'t o u c 1° c - - — - - - - - - - \ acc � a o � cf0co NEW(1)RISER aci.y 2 c o c�0 n o c c CONCRETE STEP EXISTING GRADE .o w t o s g o m EXISTING DWELLING 4"CAST-IN-PLACE a N w CONCRETE PAD y '� c c o w CI — — — — -- — — — — — — — — — — — — — — — — — — — — — 1 RISER MAX. I t r- c o a o� 3 u I- NEW ADDITION ON EXISTING SLAB I :c Q c c o 0> c aE my ca o 0 Hcuincc6- HREn.Soa TOP OF FOOTING RIGHT ELEVATION SCALE: 1 /4" = V-0" TOP OF ROOF TOP OF ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF 0 uo 0 N z TOP OF PLATE - - — — - — TOP OF PLATE N (/) 0 Q - - - - - - - -- - -- -- - -------- - -- -- - N N U W cli U? W Q 0 0 00 co EXISTING DWELLING h�l EXISTING h� v TOP OF SUBFLOOR CONCPORCH I TOP OF SUBFLOOR TOP OF FOUNDATION_ - —� — - — TOP OF FOUNDATION i EXISTING GRADEco U - I I TOP OF FOOTING I I TOP OF FOOTING U M .fl - - - - - - - - - - o - - [ - — - - - — - - - — - - - — - - - - - - - — - - - 1 - - - - - - - - - — - - - - - — - - - ' 1 - - - - - - - - - - - - - wU -° � ° O � x ~ N � ct k r FRONT ELEVATION SCALE: 1 /4" - V-0" IN I i O N >_ O O z 00 � Zti — _ TOP OF ROOF 0 r 12 12 �Q' < �C 4 4 EXISTING ROOF G J-U 0 p� Q U L11WJ — _TOPOFaATE C) wQ W Q 0 ❑ o0 Lil z woo EXISTING o O 0� (n M DWELLING co Q Q Q Q JUG Q < CD 0 _ _TOP OF SUBFLOO�f _ — _ 00 _ TOP OF FOUNDATION- LOU]-- - EX i STING GRADE C m.N O 6.0 E O Bottom of deck I o °7 a E L N (n,0 o w pier Footing o? C t o � m > C - - — - - rna o c o w o NEW ADDITION ON EXISTING SLAB Grade below ( c o a o f o m Grade Minimum c � '�q,m c o•o o `o `� m o o O N N C dU 2 >� n.�w o aoir� 0 3 s�c•��3 0 � I I — — — — — — — — — — — — — — — — — — — — — — — — -1 I — — — — — — — — — — — — — -T — — — — — — — — — — — — — — — — I� TOP OF FOOTING - — - - — - — �� a�o 0 o c 1 C O U a C N .O. N N 01 N 01N�' U V C O Q 0)" O Q 2 Q W C N C N O L d E f0 N'O N UO OU w E2 F— cU (ncca• HmEa.Eoa REAR ELEVATION SCALE: 1 /4" = V-0" / / / / / / 12 _ 12 / GUTTERS&LEADERS / AS REQUIRED G�•/ TYPICAL TOP OF PLATE Cj �P / Q� LU / EXISTING N z / DWELLINGCD CV Q N (w W TOP OF SUBFLOOR- — - — _ LLJ TOP OF FOUNDATION / - - - - - - - -0D 11 i EXISTING GRADE Bottom of deck I fir/ pier Footing c 36"below c v Grade Minimum NEW ADDITION ON EXISTING SLAB EXISTING DWELLING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF FOOTING - — - — - - — o3 U LEFT ELEVATION .> M ct SCALE: 1 /4" = V-0" C � � � � � � G a ! D ARC, \bi ll�� t ! : . I i TYPICAL NEW ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ fasteners per manufacturers specification and R905 OF THE NYS CODE. Underlayment as per section R905.1.1 & installed per Table R905.1.1(1) R905.1.2 ICE BARRIERS; Ice & Water barrier as per section R905.1.2 SELF-ADHERED POLYMER MODIFIED ment is required BITUMEN SHEET USED IN PLACE OF (Note: Double underla wird Y q O NORMAL UNDERLAYMENT AND for Roof slopes between 2 on 12 and 4 on 12) f-- cfl EXTEND FROM THE LOWEST EDGES OF „ ALL ROOF SURFACES TO A POINT NOT N1102.2.3(R402.2.3)EAVE BAFFLE Framing As per plans with 1/2" exterior grade CV LESS THAN 24 INCHES INSIDE THE FOR AIR-PERMEABLE INSULATIONS span rated structural plywood or OSB Sheathing, Z o EXTERIOR WALL LINE OF THE BUILDING. IN VENTED ATTICS,A BAFFLE SHALL BE Nail to framing In accordance Fastener _ ON ROOFS WITH SLOPE EQUAL OR GREATER ONTINUOUS RIDGE VENT INSTALLED ADJACENT TO SOFFIT AND Z C)s THAN 8/12,THE ICE BARRIER SHALLALSO BE EAVE VENTS. BAFFLES SHALL MAINTAIN Schedules & Strapping per detail sheet(s). }— Z NI- APPLIED NOT LESS THAN 36"MEASURED ALONG RIDGE BOARD AN OPENING EQUAL OR GREATER THAN Flhi R905.2.8 THE ROOF SLOPE FROM THE EAVE EDGE OF THE THE SIZE OF THE VENT. THE B asng per AFFLE O BUILDING SHALL OF THE�ECDINOVER THE SULATION TOP � 12 1z TYPICAL NEW SOFFIT CONSTRUCTION. Q o 4.5+/- �/' 2x4 CT @ 48"cc 4.5+/- M8IN. V AIR GAP 06.3 12" overhangs-typical �� �� 2 BETWN INSULATION 6 fascia & 6 rake boards. azek or equal AND SHEATHING Metal drip edge per R905.2.8.5 lu O l Vented Vinyl or Azek vented Soffits Q U R-30C BATT TOP OF PLATE W W J INSULATION — - - — - - — - — TYPICALNEW EXTERIOR WALL Q Z . Q Ph 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. Z W Double top Plate and Single Sole Plate. Q (� E (� ++ O 1/2 exterior Grade - Span Rated z p Cn o _ Continuous Structural plywood Sheathing. W r„ x �00 W Fastened per Fastener schedule. 0 Ft d Ft hdl M R-21 BATT NEW FAMILY RM tyvec House Wrap or equal. Q Q Q INSULATION ADDITION R-21 BATT Vinyl Siding as per clients selection — — INSULATION iE installed per manuf specs and NYS code. Q Q U) T_ EXISTING CONCRETE SLAB TOP OF UBFLOOR Cont. load path strapping Installed in accordance Q U) (D O - — - — with drawings. Provide Fire Blocking in accordance 1-- 00 W : n.. • • : TOP OF FOUNDATION o. .' •D,•. .' E- D�•. P•'p D�•. �- D%•, �•.. D�•. : �•• �•. •r' _ _ - — - — - — with R302.11 & R302.11.1 and __.. A A Draftstopping per R302.12 & R302.12.1 a y TYPICAL FLOOR CONSTRUCTION E EXISTING EXTERIOR2 in FOUNDATION CONST. . TOP OF DOTING — — 3/4" Plywood Span Rated Subfloor, �.0 o h ` MIN.8"PC WALL ON ° Glued and Nailed in w E r: y o 8"X16"PCFTG- �' m`o o m MIN 36"BELOW GRADE accordance with the fastener schedule. o c c.�� o o � y � Floor joists and Bridging as per Code. - s y n o� s o /� .R5a� aoNM— a SECTION /`"� TYPICAL FOUNDATION CONSTRUCTION ` ° a ° N N 2°M Y Y � in accordance with chapter 4 �t N a 3 r c c3 Q 3 SCALE: 1 /4" = 1 �-��� 3000 psi Air Entrained cast-in-place concrete = ° �,a NL N to C C C `- wall on cast-in-place Concrete Wall Footing per t= ` N y 3 € d C 7 ° ° V O R403. refer to Foundation Plan for footing size & " ° ° 0 "E thickness. Concrete Horizontal and Vertical 0 M E _ ° ° N Reinforcement per Chapter 4. & gen note #6. z: ¢N � c LCdEfO a�a � o °w �' Damproofing per R406. 2- 2x6 approved ~ N° ~ ° E _° treated Sill Plates, Sill Seal And Termite shield per Section R318. Anchor bolts per Foundation Plan and R403.1.6 INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless noted. Min 1/2" Moisture Resistant Wall Board on Ceiling and all walls in Bathrooms (humid areas) CONTINUOUS RIDGE VENT and 5/8" cement board on walls and ceilings in wet areas. IDGE BOARD Provide 5/8" Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers requirements and drawings. 12 12 4� �4 EXISTING ROOF/CEILING 2x4 CT @ 48"oc EXISTING ROOF/CEILING CONSTRUCTION CONSTRUCTION INSULATION SCHEDULE TOP OF PLATE shall comply with 2020 IECCNYS I R-30 BATT I ULATION Location R-value Thickness F_ TYPICAL NEW EXTERIOR WALL I INS i EXISTING EXTERIOR Flat Clg * R-30c 10-1/4" LO z Vaulted CI I I WALL CONST. „ 0 N 2 x 4 Doug-Fir Wood Studs @ 16"oc. 2X4 STUDS @ 16"OC g R-30c 8-1/4 � Double top Plate and Single Sole Plate. I I +, N Q 1/2 PLYWD SHEATHING Floor(unheated space) R-30c 8-1/4" 0 1/2"exterior Grade-Span Rated I I VAPOR BARRIER, „ L Continuous Structural plywood Sheathing. NEW BATH I I NEW DINING ROOM VINYL SIDING Floor(outside air) R-30c 8-1/4" N � W Fastened per Fastener schedule. ROOM } —J tyvec House Wrap or equal. I i Exterior 2x6 walls R-21 5-1/2" J > Q Siding as per clients selection I I o Exterior 2x4 walls R-15 3-1/2" L installed per manuf specs and NYS code. I I air seal walls to pass 3 air changes per hour Cont. load path strapping installed in accordance R-30 BATT NEW FLOOR CONST. with drawings. Provide Fire Blocking in accordance I INSULATION I Above grade attic walls R-15 3-1/2" with R302.11 &R302.11.1 and I I TOP OF SUBFLOOR All GlazingU = .30 SCGH: .30 Draftstopping per R302.12&R302.12.1 — - — - — - - — - — �(� AMA,, ��' � � lJ� TOP OF FOUNDATION — _ Doors-less than 50 o glazing l Door-more than 50% glazing U = .30 SCGH: .30 61 EXISTING GARAGE SLAB �` -d - *If part or the entire attic will be decked over with plywood, 6 MIL VAPOR BARRIER d. the ceiling joists must be deep enough in order to fit the EXISTING EXTERIOR \ batt insulation so that it is not compressed. If not then FOUNDATION CONST. >• �VEW CRAWL SPACE .. a p MIN.8"PC WALL ON EXISTING CONCRETE SLAB ON c co Clg Jsts will have to be built up or upgraded to the next size. 8"X 16"PC FTG- MIN 36"BELOW GRADE N Other Specifications: t r-- • Windows: U<_ 0.30, SHGCs 0.30 TOP OF FOOTING • Z 100% high efficiency lighting (CFL's or LED's) — - — - — - - — - — • s 3 air changes per hour Z • z All Energy Star appliances H d .-� 6 SECTION - B > M � R403.6 Mechanical ventilation shall be provided that W o SCALE: 1 /4" = V-011 meets the requirements of section M1507 U °O GARAGE CONVERSION INTO LIVING SPACE R403.7 Heating and cooling equipment shall be ® o , M ct sized in accordance with ACCA manual J by a certified third party rater. �v, ucR J N� a A 1 i CONC.PATIO "'24-8 - Q o 60'-0" N Cfl N O z � ' 0 2'-0"x 3'-0" 3'-0"x 3'-0" O Q 0 EXISTING 10'o° N x 4'-0" BATH RIVE; 6'011 3 0 O 16, 7,6 C) ----------- --- -- � U 22' s' UwJ Q zo < EXISTING wQ EXISTING EXISTING KITCHEN EXISTING �o Q BEDRM # 1 BATHRM DINING ROOM x w o O O bry �Y ti i•7 O v =i X ` ) O _ < Existing a Q J _ r7�'=121'-6" r o° 1'6" M 1- Car Garage 9 Q 0. O O 7'`i O N Q '^ ZD CV N (O �,/,f N //'� CV c•7 N 0W VJ1 //'� 1'-6" 2'-6" 0 v c x EXISTING EXISTING LIVING RM a o N BEDRM # 2 ° EXISTING - -------------------- x w y x y D d O r BEDRM # r ' 19'-6" � �a o c m = ----------------------------- --------------------------------- ; - _= z a `o t 0 a a� in 12'-0" 2'-0" 11'-0" �cfl 13'-9 ; , m- coi uoi rn °w �•�� `o; o � ; ' 'a aci c o•� o `o y � `o i P') 8'-0"x 4'-0" o s v 3 O m o? N c rna• c U2)-2 NL 3'-0"x 4'-0" CONCRETE PORCH `' L t.E m a �-No°3 o E 3'-0"x 4'-0" 0 8'0" CV -------------------------'____ a C _ 22 O QU U c� O ff ________ , __________ ,CO U N y N ` (6 C() N ' Z•c.'�_'' d� cvcmo f0 Cu N'� U U U 3'-2" 8'-0" FL 3'-2" ; ou o �a- mEa.s L c 0 2 , - � m Ha 26'-2" 19'-6" 14'-4" ; 60'-0" ; 60'-0"+ ; AS - BUILT 16'-11%"± 15'-10"± ; ; 27'-2'/"+ ' 1 ST FLOOR PLAN ' SCALE: 3/16" = 1'-0" +i ---------------------------------------------- ; �* N ----------------------------------------------...... -------------------------- ---------- POINT ABOVE LOAD ' '- ' EXISTIN ' U CONCRETE STAIR , o p UP TO GARAGE Z� o EXISTING z o ---------------------- ; VENTS: ; o U' �0= UNFINISHED F-0 © ; P3103A ROOF EXTENSION O rn p X-' BASEMENT XJ , OPEN VENT PIPES SHALL wu Ua r LL ' EXTEND MINIMUM 6"ABOVE °' w ao ; ; THE ROOF OR 6"ABOVE THE 13'-4'± ANTICIPATED SNON ACCUMULATION. ' ; 7'-6"± 7'-6"± 7'-6"± 7'-6"± 7'-6"± 7'-2"± . P3103.2 FROST CLDSURE: ; ; ❑ WHERE THE 97.5%VALUE FOR Lij OUT--SIDE DESIGN TEMP IS 0 DEG F - -- ; ; o EXISTING 6X8 GIRD R ;i 1_________________J____ i_____________ 1_____1___________-____-_-___I______-_________1_____1____ - ' ' OR LESS.VENT EXTENSION THROUGH cv p -�--'----------- '---------- -p--' ------ -----;--p--'- --------- ---T - ; , O0 Z -- -� -- T_ T I _____T_ _ T________________I__ I __________ ' _ , A ROOF OR WALL SHALL NOT BE LESS �_____ _ , -- -- ---- ---- THAN 3"IN DIAMETER. ANY INCREASE C N N co IN SIZE OF THE VENT SHALL BE MADE ❑ Q NOT LESS THE 1 FOOT INSIDE THE ___--; LO W THERMAL ENVELOPE OF THE BUILDING. N (n W JL 4, VTR JL 4, VTRROOF quo u� ; } J r i �p �O \j; ; ; J Q —XO UO ; ; N V i N N 2„ - 2„ �- - 2„ 2" ' I I --. _ .....................•--•------....._ _ ..._..-•-----------------------------_-____---_---------------------------•------------- -- , ------------------------------------------------------------------- ; r � 1 112" : 1 1/2" 1 1/2" 1 14' . 1 1/2" : 1 1/2" ;1 1/2" 3" 1 1/2" :1 1/2" 1 1/2" 2" DW WASHER ------------------------------ ; ; � C�) � 2" 2" 2" ------------------------------- , I ' 1 ST FL. CIJ 2 3" 3" 2 3" 2 2" 464" 14'-8" U U f+ —C) 4"FAI WM � GENERAL EXISTING CONDITIONS NOTE: AS-BUILT FOUNDATION PLAN O CO CO ALL EXISTING DIMENSIONS AND CONSTRUCTION SCALE: 3/16" = 1'-0" WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, O �+ O � M AND FIELD MEASUREMENTS. ALL WORK SHALL CONFORM TO; 41' ALL MEASUREMENTS SHALL BE VERIFIED BY TO THE EXISTING SUFFOLK COUNTY CONTRACTOR PRIOR TO RENOVATION,ORDERING RAC) APPROVED SANITARY SYSTEM MATERIALS AND START OF CONSTRUCTION.CONTRACTOR 2020 NYS RESIDENTIAL CODE - Rc _ FIELD PLUMBING RISER DIAGRAM ARCHITECTIBLE NOT MEASURE NAIS FOR FIELD FITDCCESSIIB EJANDMENTS. APPENDIX J CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN SECTION AJ301.4 -ALTERATIONS - LEVEL 1 Not to Scale INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ARCHITECT OF CONDITIONS. SECTION AJ301.5 -ALTERATIONS - LEVEL 2 ` '`� ON OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF SECTION AJ401 - REPAIRS 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. + 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 • ��'9 190i0 �-, OF NEB y°