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�q�Su�c�c�Gs Town of Southold 10/3/2020 a P.O.Box 1179 o53095` Main Rd ���1 �`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41490 Date: 10/3/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2095 Ruth Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2020 pursuant to which Building Permit No. 44632 dated 1/28/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non-habitable accessM garage/storage building as applied for. The certificate is issued to Diakovasilis,Konstantinos of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44632 8/7/2020 PLUMBERS CERTIFICATION DATED 6or.' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 44632 Date: 1/28/2020 Permission is hereby granted to: Diakovasilis, Konstantinos 2095 Ruth Rd Mattituck, NY 11952 To: construct accessory garage/storage building as applied for. At premises located at: 2095-Ruth Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-6 Pursuant to application dated 1/8/2020 and approved by the Building Inspector. To expire on 7/29/2021. Fees: ACCESSORY $500.00 CO -ACCESSORY BUILDING $50.00 Total: $550.00 Build In ec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. — New Construction: / Old or Pre-existing Building: (check one) Location of Property: `�S 1 - TH (Llf� , /�-t ff 271",-v C House No. Street Hamlet —Owner or Owners of Property:1"-'Cf T,1,J'q-,-16 5 Suffolk County Tax Map No 1000, Section 0 (P Block__7 Lot �p Subdivision J Filed Map. Lot: Permit No. `'1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: App cant Signature JAN 8 2020 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) P A a -Al?e 4'-I'h-�'g at (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. iaYe�, /1 V 7- �1, D f(tL-v mi (Owner's Signature) (Date) Px)/zV/- vVQ lid 5 (Print Owner's Name) OF SOU��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(.a-town.southold.ny.us Southold,NY 11971-0959 �` • �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Konstantinos Diakovasilis Address: 2095 Ruth Rd City Mattituck st: NY zip: 11952 Building Permit#: 44632 Section 106 Block: 7 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Laurel Lighting Inc. License No: 4718ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches g 4'LED Exit Fixtures Pump Other Equipment: 42 Circuit Panel- 7 Used Notes: Acc Garage Inspector Signature: 1 Date: August 7, 2020 S Devlin-Cert Electrical Compliance Form As OfSOGTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ; [ , FOUNDATION IST [ ]- ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRA STRAPPING- [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t- wvl To 6dZidl r 1 DATE INSPECTOR �o�aoeSo�,yo� L-4 L4 2 4-h # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ " ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: I1 a WA 9 i - narmae(21AW- gas- vo lz W&A sccool DATE INSPECTOR 1 DE SO(/l�o # TOWN OF SOUTHOLD,BUILDING DEPT.- �o . ,o 765-1802 INSPECTION ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND ° INSULATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK Q V- MIK 0 e,� u mew � . DATE INSPECTOR �0��04 SOUTyo6 Li Ll (EJ / 2- *2�c l I,v,.r-T ck # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Oil ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: -rHx- -FA Mit, DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�` 765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL +,C- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: bK) 6 ell y- 64� �v4 (m7 I- vo 000, DATE INSPECTOR Sticker vouladiakovasil.../Inbox vouladk@yahoo.com<vouladk@yahoo.com> Sep 14 at 9:52 AM To:vouladiakovasilis@yahoo.com<vouladiakovasilis@yahoo.com> -- _ J V 2020 C)LD V _r Sent from Yahoo Mail on Android 2ilD M9EVE A U-3 '1 0 2020 DD BUMD ING DEPT. Robeft Jairies, Higgins- Architect T(); f-�,TTHOLD 50 Hidden Acres Path �,Nadfhg River, MY 11792 63-1-208-3351 July 31, 2020 TONAM of Southold -Building Dept. 54375 main Rd P:0.Box 11 79,South6ld,NYA 1971 Southold,NY RE; 2095 Ruth Rd, Mattituck,NY Attn: Building Inspector,Town of Southold,NY a. Date of insulation installation;6/26/2020 b. Date of fire caulk installation: 6/26/2020 c. Date of air seal substrate installation: 6/27/2020 To the best of my knowledge,belief and professional judgment,the insulation&fire stopping at the above referenced address conforms to the NYS Building Code. ED ARC es e Sub t ed Robe iriiy OF N -FIELD INSPECTION REPORT 'PATE coM NTS TRK- *v FOUNDATION (IST) H -------------------------------------- i FOUNDATION (2ND) z '1 4-, cr sl L H ROUGH FRAMING& PLUMBING H Mft, IMV INSULATION PER N.Y. STATE ENERGY CODE %5 v V� • r .O hi v 0 , VktA - on FINAL r • f� . AD ITI NAL COMM NTS �. 3 0 - nQ AMA IS' o /Z v G / z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the,followmg,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 j„ Survey Southoldtownny.gov PERMIT NO. �l' Check Septic Form MYSDE.0 Trustees C.O.Application Flood Permit Examined ,20 � ;4' _ Single&Separate Truss Identification Form Stone-Water Assessment Form 1 '• 4 - JAN o 8 2020 contact: Approved ,2 /Q n l9— l-te: Tob(A 5Disapproved a/c s 3, Phone• (oll 3 51 Expiration 20 B mg Inspector APPLICATION FOR BUILDING PERMIT Date Z Z- , 201;L_ INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,-in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. Abk_-L,"�� (Signatur f applicant or name,if a corporation) (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 14 0 5 L r-t.�5 b y0 Q� o`� A� l L1 � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /. Block' •i' '7'x''1~ ' '' ' .f.4'+=L of �p Subdivision g-WOL CS Filed Map No. 3—Y�(!S Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost C)° • o D Fee (To be paid on filing this apps ation) 5. If dwelling, number of dwelling units j,1,4 '-- Number of dwelling units on each floor / If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �� ( Rear a a Depth Z� Height '2,/ r// Al Number of Stories / 9. Size of lot: Front Rear Depth �GG 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /"— / 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect 1� � /C��/-1 Address r0 /�10/! �Phone Noz�`� Name of Contractor Address /�� Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO \� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. 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 tiLk -Te!r,�r (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tl of r w �' 20 I e MA �OUISE GAMBELLA No ary ublr"m .'Uallfied U O i Public- tate of New York gnature of Applicant No. 01 GA6221527 in Suffolk County mmission Exp. 05/03/20 k Scott A. Mussell ,��°au k STOR IM[WAXIER, SUPERVISOR ( �T I��1[A\1�A\ G�]EM[]E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ']['1H[lIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[j A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El Er B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑d C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0"D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El(2E Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. to one or more of the above, please submit Two copies of a Stormwater Management Control Plan If you answeied YES and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date: APPLICANT (Property Owner,Design Professional,Agent,Contractor;Other) District t•, NAME o r "n �� Lo o -7 o —R / Pro Section Block Lot 1 If � 6gmmrrl x•Ic•e•� I.OR BUILDING DEPARTNIC.N - I;SF c}'SLY '.'. Contact Information ;1,1,,I,un,Nu A-1 — — — Reviewed By: — — — — — — — — — — — — — — — Property Address / Location of Construction Work: - - — — — — - - Date - - — — — — — �D (�� ''I �' 1�„ � ] ❑ Approved for proces�tng Building Permit J I I , Com/ Stormwater Management Control Plan Not Required f 1 Y�n(1+L A ( k �' I 1016LElStormwater Management Control Plan ib Required \�\ / (Forward to Engineering Department for Review) FORM #-SMCP—TOS MAY 2014 E UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD FEB 2 0 Tit Hall Annex - 54375 Main Road - PO Box 1179 C13 ' - Southold, New York 11971-0959 _....-Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@s.outholdtownny.gov - sea nd(d,)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: ' Company Name: lAle- Name: ��?v ' License No.: 7(t-#46{ email: Address: rte_ Phone No.: G3f-fill- 3 Yyf f� JOB SITE INFORMATION (All Information'Required) Name: : Address: Cross Street: eco Phone N�q... - Z17 A-. 3 3 .,Bldg.Permit-#: 4/4/652- email: VOL t Tax Map District 1!-,'s1'b00 Section: i t>6 £�- 8,166k: -7Lot: r,rd; ,- BRIEF DESCRIPTION,;QF WORK (Please Print Clearly) P f% Circle All That Apply: Is job readyforinspection.. ! - YES/1 `R66 Iii In - `�- - - -- -"Fina( ©o-y©u need..a Temp.._Gertificate?" __.______ _..._ _NQ ._._ -;..Issued-On---- Temp_lnformation:-.._._ __-__._(AII infgrmation requiredZ_ Service Siz �IP3)3 Ph Size: ?lam A # Meters Old Meter# New Service Fire Reconnect- Flood Reconnect Service Reconriecte -- Undergrou .__ verfi&;id -- - #-Underground Laterals __ _.2.. . H-Frame_- _. -Pol_e__-.-Work don_e-.ort_S_ecvice?_ .__Y.-_, N_.__ .__ ,_.�_•_ Additional Information: - PAYMENT'DU-E-WiTH-APPLtCATION--- al Request for Inspection FormAs 2 ) 7-0 I U Zo PERMIT# Address: _ Switches Outlets GFI's Sconces Ucits Fridge �..,.. HW..... _._ :.._._.. f ' ExhaustOven Dryer ; a :s Smokes'--"- DSV Y i c ' Carbon _ _-_ . _ Micro _ _ ._ Er _._ 5' � _.jaener_atof _ _ _ _ ___��:1.___,.r__ _ __ • �__ _._ _ ___. -_ __" _-^. Y=.— ____ _ -__ __ �_;a-`�`Tr"._ „1_: ATL____ �;��r-• � Combo >1. ! icob'kop :a. F . wv 114;;Transfer ; -- — — — — - j M 1111''—AH ?{i Special: ^ Comments. kv o�SUFFot,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 ca Southold, NY 11971-0959 0 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: D 9� T� �' � ��{ -T2/1 VG��, /V Please talo notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type-construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ROEERT JAMES HIGGINS Name (person submitting this form): ARCHITECT Capacity (check applicable line): Owner t—�Owner representative TrussReg15.docx Effective 1/1/2015 t rr id 4i 'f7Y.t,�s....2 s'�+tr�,t`3 fFri t'i;«,•--� 4TRI w,Si,.>:"q .y ,fk�• +fi` -ti ' v It *t���} � r�`f� '��r .kid?' �'��AS'� � �� • • Arm 4` FF�$ isr` y+'--v��a}a �. �� J+k �''� � 'f � � • F z '� �� � f tts i���'. F� 7-�ir2��' t't, 'p�{Er`�. v '+'•' t r'k i r ti �3 t a` N . i t� To: Southold Building Dept. AS From . Paraskevi Diakovasilis EP 14 2095 Ruth Rd. Mattituck NY 2020 Tel: 631-298-7233 By-Tiff—DING DEPT. F,) T :i , ,"4' Permit ##44632 Enclosed you will find a picture that shows the VF sticker on the front door. Also enclosed is the accurate survey. If anything else is needed please contact me. Thank you. S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):6 D ��I� DD S E ID 1 4 2020 BUILDING DEPT. '1"0771 'C °'j TITHO1LiD VACANT 150' - EDGE OF PAVEMENT RUTH ROAD CONSTRUCTION ENTRANCE WATER MAIN CONC. CURB CATCH BASIN —u-PC 71°39'20" E 100.001 :1 u.P. EL .9 W.V. EL 58.3 M. 85.00' oo, cN O \ v EXISTING vZg ti� c00 O ¢ rn v ; V1 . �,y. EXISTING COVERED ! NJ `1 loinuna EL ss.4 21 \ CONC. PORCH ENTRY EL 61.1 BAY;i�26.9',:;: � LOT 10 v w 00. LOT 7 EL 59.7 CON CONC. ` RAISED PATIO CONC. DWELLINGS PORCH W/PUBLIC WATER 4' WIRE FENCE DWELLINGS 150 I / W/PUBLIC WATERZV 150 ' 'Atov . PROPOSED E 0.1 UNDERGROUND +� EL 61.2 d' UTILITIES d TYPICAL DRYWELL CROSS SECTION O I va I (CONC, PRECAST COMPONENTS) O PROP. 3 BEDROOM ELEV. 58.9 Cq ' e 1000 GAL. S.T. W I U e BLAS SILAS FW,RN:r,o� ,o (1)8'DIAX12'DEEP L P. Cn �Roxv weer rxe — — ANn Ra�Eo amEr rum - -- -- - OR ' - o - DEC- - Cp_ :W uw ••ati -TOCRAM m aaavtvoN auxs OL _ SANDY 0.7 _ ,� I a- sacs AREA _ I yr PITCHED yr m�M11ir/I. PO Y:w ® oaa❑ BROWN PROPOSED 4.5' SM LOAMY �p ND 2.3 STAGING AREA DRY & GRAVEL CONCRETE WASH OUT AREA I ` TO;y� 8'MIN 8'MIN —IN BED OF PROPOSED OR Al. 8'DIAx6'OEEP� N S.T. LP EXP. 1O'M I O O PALE a O BROWN �j c i p MEDIUM I i 9.6, c o _ J SP SAND I - 50.0' 30.4' & SILT FENCE ALONG L_ FOUNDATION GRAVEL OFF Da Rt LOCATION c EL 60.5 ' EL 58.9 02-27-20 N 14.D 8' 4'D� Y MIN. 70P FND EL 60.0 DRYI COUAR 8 WELL BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL COVERED S70 GE SILT FENCE ROVER CONC 0.6W :••16.2.: ::15;2;; S' WIRE FENCE :.8.3 ::$HED::N •... Lrl •:0. TYPICAL SI T NO WATER SCREEN SECTION EL 59.2 17' i.w :'::'i'•' 3.5E CEOTE)MLE FAMIC DEC. 8, 2019 EL 58.9 5' RE'FENCE" 3.7'N 3.5'N SUPPORT Rosls — — — — wood OR uEraL K. WOYCHUK LS MON. S 71039'20" W 1100.00' FLOW DIRECTION DWELLINGS DRAINAGE CALCULATIONS: I ,E;��AN ; W/PUBLIC WATER LOT 17 A) DWELLING W/COVERED PORCH-1,028 SQ.FT. LOT 16 150' I EXISTING CROON 1,028 x 0.166-171cf REQUIRED I (1) B'DIA x 4' DEEP DRYWELL-177cf PROVIDED ° B) DRIVEWAY=1440 SQ.FT. 1440 x 0.166- 239cf (1) 8'DW x 6' DEEP DRYWELL- 265cf PROVIDED NON-CONFORMING FRONT: 40' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE: MIN (35' TOTAL) 50 REAR: 50' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 REVISED 08-28-20 AND OR DATA OBTAINED rROA4 OTHERS. AREA: 20,000 SQ.FT. or 0.46 ACRES FND. LOC. 02-27-20 ELEVATION DATUM: NAV088 ----N-,_ UNAUTHORIZED ALT7=RARON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: PARASKEVI VOULA DIAKOVASILIS; MAP OF: SUNSET KNOLLS SECTION 2 KONSTANTINOS DIAKOVASILIS; FILED: APRIL 9, 1970 No.5448 SITUATED AT. MATTITUCK TOWN OF: SOUTHOLD r KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 1193.1 FILE -177 SCALE: 1"=30' DATE: DEC. 17, 2019 PHONE (631)298-1588 FAX (831) � _ -388 N.Y.: NO. 050882 maintaining the records of Robert 7. Hennessy & 11 1 M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 7 LOT(S):6 DD LA— S E 1 4 2020 j3Vr f..DrNG DEPT. VACANT 150' EDGE OF PAVEMENT CONSTRUCTION RUTH ROAD ENTRANCE WATER MAIN CONC. CURB CATCH BASIN U•P 71°39'20" E 100.00' U.P. E •9 > W.V. EL 58.3 Y W.M. 85.00' p O " TING sSAANiTARRY* O F p cWo L Pl z v CN h Ci Q 00 OUSTING OVERHEAD COVERED �0 `y UTILITIES EL 59.4 21. CONC. PORCH ENTRY EL 61.1 27.9'::.. �i 5.5' ` BAY_:26.9' o ...._..,FRAME #2095 '.N Lor 10 :s4 ::::;: - W '••:so.3'•:�'�:•�.:'::';�.�:•:•'•,.�� 1'8.1' Lor 7 EL 59.7 CONC. 1, �ONC:' RAISED CONC. DWELLINGS PORCH W/PUBLIC WATER 4' NIKE FENCE DWELLINGS 150' < W/PUBLIC WATER I � 150 o OPROPOSED E 0.1 UNDERGROUND EL 61.2 O UTILITIES TYPICAL DRYWELL CROSS SECTION 3 I (CONIC. PRECAST COMPONENTS) O 8 PROP. 3 BEDROOM ELEV. 58.9 00 y 1000 GAL. S.T. L e�FOR��O9EMNO DR BROWN (1)8'DIAX12'DEEP L.P. :C, APPROVED INLET PIPE CA'�StTI�FRN9E AND APPROVED OURET PIPE _�_OL_ NDBROWN 0.7' —__ _ ~/� I- C DEC =-- _ _-- -- �- LU - =--MIN.e-D0.-- - - COVER-TO GRADE -TO MMM- _ - o PLAY m PROPOSED SOIL PITCHEDI1/8-/V AM PRCNm/e'/f' OU S w SrOCN PRE AREA W BROWN PROPOSED jBE SM LOAMY SAND 2.3 STAGING AREA �R4.5 8.3 3& GRAVEL CONCRETE wAsH our AREA I `WE YLL1g'MIN WMIN ;aNIN BED OF PROPOSED DRIVEWAY. 8'DIAx6'DE4 S.T. LP EXP, 10'M O PALE 10- BROWNSP MSA DM 19.6 c oJSar FENCE ALONG _ 50.0' 30.4'GRAVEL PROPOSED LIMB FOUNDATION OF DISTURBANCE f 8 LOCATION b EL 60.514.0' EL 58.9 02-27-20 Ne' IAx4'DEEP ,TOP FND EL 60.0 DRYI 3'MIEN. 8 E� CACK LEAN SAND AIALIAL TO COVERED ME1-11, ILT FENCE ROOF OVER CONC .15:2.•::' 5' WIRE FENCE W 8.3NO WATER 'SHED M ;;$N SCREEN SECTION 17, EL 59.2 DEC. 8, 2019 3.7'N 3.5'N GEOTEXDLE FABRIC NCE SUPPORT POSTS K. WOYCHUK LS - VV — — — WOOD OR METAL MON. S 71039'20" I 100.00' FLOW DIRECTION DRAINAGE CALCULATIONS: DWELLINGS EXCAVATED AND W/PUBLIC WATER LOT 17 BACKMU.ED TRENCH A) DWELLING W/COVERED PORCH=1,028 SQ.FI: LOT 16 150' I EXISTING GROUND 1,028 x 0.166=171cf REQUIRED - c (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED Ram B) DRIVEWAY=1440 SQ.FT. 1440 x 0.166= 239cf 4. (1) WDIA x 6' DEEP DRYWELL= 265cf PROVIDED YAN VAUM NON-CONFORMING FRONT: 40' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE: 15' MIN (35' TOTAL) REAR: 50' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 REVISED 08-28-20 AND OR DATA OBTAINED FROM OTHERS AREA: 20,000 SQ.FT. or 0.46 ACRES FND. LOC. 02-27-20 ELEVATION DATUM: NAVD88 ------------------- UNAUTHORIZED AL7ERA770N OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7TON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: PARASKEVI VOULA DIAKOVASILIS; MAP OF: SUNSET KNOLLS SECTION 2 KONSTANTINOS DIAKOVASILIS; FILED: APRIL 9, 1970 No.5448 r J ' SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design " + P.O. Bog 153 Aquebogue, New York 11931 FILE 19-177 PHONE (631)298-1588 FAX (631) 298-1588 # SCALE: 1 =30 DATE: DEC. 17, 2019 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT- 1000 SECTION: 106 BLOCK: 7 LOT(S):6 VACANT 150' EDGE OF PAVEMENT CONSTRUCTION RUTH ROAD ENTRANCE WATER MAIN I CONC. CURB CATCH BASIN —u-PC 71°39'20" E 100.00' u.P. 9 EL 3 M. 58.3 85.00' EL IT SANITARY.+ V. b o O o cO L.PI OU J U I Con F.+ EXISTING COVERED �o OVERHEAD UTILITIES EL 59.4 21. CONC. PORCH ENTRY a EL 61.1 O 27.9"';::: `t• BAY.:•26.9'c::'� 'p c45 5 'o. � . . ...•."FRAME #2095:::: LOT 10 ': .. :.:.':'.:•''•:'': ':::N 18.1' L LOT 7 EL 59.7 CONC. CONC. RAISED i PATIO PORCH DWELLINGS W/PUBLIC WATER 4' WIRE FENCE DWELLINGS 150' W/PUBLIC WATER 150 o: _ o O EL 0.1 PROPOSED UNDERGROUND EL 61.2 UTILITIES TYPICAL DRYWELL CROSS SECTION O (CONC. PRECAST COMPONENTS) ELEV. 58.9 00 1 8 w e SUB sua�NR*m esi mG8548N0 oNEAVe DUTY -- — OL — DRCOVER TO Gp" DY LOAM 0.T --- - - - - - DEC - - - - -- - ---APPCo RD a Pvc—— --- - --- Q. - P;TCNEDD lleyr um.4 Du PROPOSED SOtLPrtGNm 11irli •PLAY:1b STOCK PILE AREA OUS w ® ��❑� BROWN ❑ ❑❑ SM 2.3' STAGING AREA �44'S e.3 LOAMY SAND CONCRETE WASH our AREA `® & GRAVEL J N IN BED OF PROPOSED DRNEWAY. `D(�Y j0,xSTA� I0'M PALE e'ELL EEP � BROWN Co ED MEDIUM P H O SP SAND 50.0' & SILT FENCE ALONG 20 0' 30.0' GRAVEL PROPOSED DMR o PRO/20STY 5 OF OISIURaANCE t � o ERM. BUILDING (DRY) o EL 60.5 14.0' EL 58.9 a W� STO{2AGE LOFT N 8' 4-DEEP 3' MIN. f � FFL 60.5) DRYI S' 50.0' E� CLEANFlSAANLL D MAID GRAVVELK COVERED F9RAGE SILT FENCE OVER CONC \ 0.6'W 6.2.::m :. 15.2:::• 5' WIRE FENCE (A W.5"N ::•.SHED•.•p " •'N O TYPICAL SILT NO WATERSCREEN SEC710N ro _ O L 59.2 2019 17 EL 58.9 �' 3,7N GEOTEXTILE FABRIC DEC. 8, 5' IRE FENCESUPPORT POSTS ��J — — — wooD OR METAL K. WOYCHUK LS MON. S 71039'20" YV I 100.00' FLOW DIRECTION DRAINAGE CALCULATIONS: DWELLINGS eACOXILEDTTTRREN H , W/PUBLIC WATER LOT 17 A) DWELLING W/COVERED PORCH-1,028 SQ.Fr. LOT 16 150' I EXISTING GROUN 1,028 x 0.166-171cf REQUIRED (i) 8'DIA x 4' DEEP DRYWELL-177cf PROVIDED now? B) DRIVEWAY=1440 SQ.FT1440 x 0.766= 239cf (1) B'DIA x 6' DEEP DRYWELL= 265cf PROVIDED NON-CONFORMING FRONT: 40' MIN SIDE: 15' MIN (35' TOTAL) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 50' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ZONED R-40 AND OR DATA OBTAINED FROM 07HERS AREA: 20,000 SQ.FT. or 0.46 ACRES REVISED 01-06-2019 ELEVATION DATUM: NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUE7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 8 CERTIFIED TO: PARASKEVI VOULA DIAKOVASILIS; MAP OF: SUNSET KNOLLS SECTION 2 KONSTANTINOS DIAKOVASILIS; FILED: APRIL 9, 1970 No-5448 f SITUATED AT' MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 19-177 SCALE: 1"=30' DATE: DEC. 17, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk � 4 as APPROVED AS NOTED DATE: B.P.# 3� FEE: BY: DRAINAGE gNSPECTIONS ARE REQUIRED NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 Plot FOR THE Contact TOS Engineering at'765-1560 before Backfill,OR Provide Engineer's Certification FOLLOWING INSPECTIONS: that the drainage has been installed to Code 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRE® COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRE® OARD 707ROtB`T6trti NiRUSTEES e�S�6EE-- DO NOT PROCEED WITH :FRAMING UNTIL SURVEY OF.FOUNDATION LOCATION HAS BEEN APPROVED: OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE All exterior lighting OF OCCUPANCY installed, replaced or repaired shall conform to Chapter 9.72 Of the Town Code GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls DWELLING-GARAGE SEPARATION BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation SEPARATION MATERIAL USE LIVE DEAD the NYS 2017 supplement to the New York State Energy conservation NOT LESS THAN 1/2"-INCH GYPSUM OR DESCRIPTION LOAD LOAD NUMBER AND TYP SPACING AND construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Uninhabitable with limited storage 20 10 x- 2015 International Building Code; Plumbing code; Fire code; Mechanical code; FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8'-INCH TYPE X GYPSUM ITEM ROOF FRAMINGe aN Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashingshall be installed were concrete abuts wood, BOARD Habitable attics&attics served with fixed stair 30 10 E i 4-8d BOX (2-1/2")OR �z , ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES " 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3 8d COMMON EACH RAFTER, TOE NAIL -� USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2 INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 I drawings WHETHER they are indicated on the Plans or NOT. CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR z 18. Install joist hangers at all flush structural load bearing conditions. Fire escapes 2 EACH JOIST,TOENAIL 3 8d COMMON Additions,Alterations & Renovations: shall conform with Appendix J of the IRC GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112"INCH GYPSUM BOARD 40 20CEILINGATTACHED W PP APPLIED TO THE INTERIOR SIDE OF 3 RAFTER,LAPS OVER PARTITION TO PARALLEL TABLE R802.5.1(9) EACH LAP DWELLING UNIT ON THE SAME LOT Guards and Handrails 200 as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area EXTERIOR WALLS THAT ARE WITHIN THIS AREA CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Guard in-fill components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP I-- 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT of GYPSUM BOARD 5 COLLAR TIES 4-10d BOX (3") OR ry ventilated. Refer to IRC Residential Code section R303 SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. passenger vehicle garages 50 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON(3") FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. SHALL MEETASTM E119AND FIRE STOPPING PER ASTM E814 OR UL 1479 4-1Od BOX 1 TOE NAILS ON OPPOSITE SIDE Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS 4. The mechanical systems, Electrical systems, plumbing systems and solar energy systems, 21. WALL BRACING: Buildings shall be braced in accordance with IRC Stairs 40 20 4-16d OR � Roof shall be installed in accordance under latest State approved Building Codes. section R602.10.4.2 Continuous sheathing method. 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL � '-- ATI systems are to be designed, installed, &specified by the general contractors; HVAC, End conditions for braced wall lines for the continuous sheathing shall conform 3-16d BOX ORz electrical or plumbing sub-contractors. to Figure R602.10.7. Braced wall panel connections 2-16d COMMON END NAIL W Electrical certificates are to be provided the electrical contractor. shall comply with nailing schedule and Figures R602.10.8(1) &R603.10.8(2) TABLE R301.2.1.2 IRC Windborne Debris protection V Fastening Schedule for wood structural panels ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING Q U 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 22, WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be STRUCTURAL MEMBERS DEFLECTION P P 16d COMMON " STUD TO STUD NOT AT BRACED AL P of 2000 pounds per square Foot. All Footings shall be 36 below grade Minimum. It shall provided to transmit the applicable uplift forces in section R80211.1 from the Fastener Panel Span Panel Span Panel Span Rafters having slopes greater than 3/12 with $ ( WALL PANELS) (3.5"x 0.162") 24 O.C.FACE NAIL 1� be the responsibility of the,general contractor to verify the depth of all existing footings roof assembly to the foundation. Type Less than or less than or less than or no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL Q (- disturbed b construction. INTERSECTING WALL CORNERS(AT BR4CED WALL PANELS (3-1/2"x 0.162") Y equal to 4 feet equal to 6 feet equal to 8 feet Interior walls and partitions H1180 16d COMMON 23. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 10 BUILT-UP HEADER (6d C x 0.162") 16"O.C. FACE NAIL ALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity asphalt shingles shall be tested in accordance with ASTM D 7158 and Classified No 8 Wood screw L/360 (3-1 BOX(2-1/2"X0.113") of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall as per Table R905.2.4.1 of the IRC Residential Code. based anchor with 16 inches 10 inches 8 inches 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL W Q be determined b a soils investigation. on center on center on center All other structural memebers L/240 Y 9 Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 2 inch embedment 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL copper roofing nails, minimum 12 gage shank with a minimum- lenght Exterior walls with stucco finish H/360 U 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING 425' 12-16d BOX Q Q P 9 Y P P P and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer No 10 Wood screw L/24o 13 JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 but not less than 4 per strip. based anchor with 16 inches 12 inches 9 inches Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 YVITHFACE NAIL ON EACH SIDE OF END International building codE: and NYS amendments. 2 inch embedment on center on center on center SIESMIC BRACED WALL LINE SPACING>,,25' 12 16d(3-112"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) W O O All Concrete shall conform to the latest ACI standards. 24. Flame Spread Index: R302.9 len ht L=span length,H=span height P 9 16d COMMON BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST (3-1/2")OR 16"O.C, FACE NAIL (n U wall and ceiling finishes shall have a flame spread index:5 200 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies IRC TABLE R802.5.1(9) Ifl cn O Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 & attics shall have a flame spread index 5 25 RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W = > L Min. Fb for dimensional lumber= 850 psi. OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL �- a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. (f) O Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Smoke-developed Index: R302.10 RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX D � A Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. wall and ceilingfinishes hava a smoke-developed index 5 450 SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD END NAIL O re (o @ p b. Fasteners shall be installed at opposing ends of the wood structural panel. ROOF SPAN 2-16d COMMON LL v Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies Fasteners shall be located a minimum of 1 inch from the edge of the panel. 0- 0 -,.e (t 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: &attics shall have a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL O LQ (D CU c.Anchors shall penetrate through .-. a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D the exterior wall covering with an embedment length of � 12 FT 20 FT 28 FT 36 FT 2 16d COMMON 0) _ 5 or stainless Steel. 3-sd BOX not less than 2 inches into the building frame. Fasteners shall be located not less than NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL 0 O CD b.) Use Copper flashing Only against ACQ Lumber Sill Plates 2-1/2 inches from the edge of concret block or concrete. CL CV > > c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 3: 12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. d. Where screws are attached to masonry or masonry/stucco, they shall be attached 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 4:12 1s"O.C. 4 s s 10 0 installed in accordance with the manufacturers latest installation details, 1,500 pounds. 5: i2 is"o.c. 3 5 s s �- _ C V) Framing connectors,Allowable Hole diagrams, specifications, etc. -f- 6" DIAMETER -► -6 ` o o e "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi I 7: 12 is"O.C. 3 4 5 s C � E cO t. ° a 0 "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv= 290 psi FLOOR FRAMING w 12 o 0 U °. "Anthony Power Beams Design Stress' E - 2.1 Fb= 3000 sl Fv= 300 psi -� - CONSTRUCTION TYPE 21 0157 TO SIL TOP PLATE R GIRDER BOX c o a) a o o � _ _ 9' 12 16"0C 3 4 4 5 ' P I , II , III , IV", OR"V" 12: 12 16"O.C. 3 3 4 4 J L, 0 G -PER JOIST 3-8d COMMON PER JOIST-TOTE NAIL c c o _ a 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, Jr. 2 2.2 o 8"� RIM JOIST,BAND JOIST OR BLOCKING TD SILL OR TOP 8d COMMON = 0.v y Y 0 nY m o each sleeping rooms in basement, habitable attics, and every sleeping room , 22 6"O.C.TOE NAIL o.N 2 = o m._ shall have at least ONE operable emergency escape opening as follows: REFLECTIVE RED THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX o r�, 0 3 L •E�3 0 3 P g Y P p g PANTONE#187 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS - a o o ° Sill height of not more than 44 inches above finished floor. Exterior glazing in buildings located in Wood-Borne debris regions shall LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING To JOIST 2-1 od BOX EACH END � N rn a CONNECTION SHALL BE INCREASED AS FOLLOWS: 2 8d COMMON A. Minimum net clear opening of 5.7 square feet. be protected from wind borne debris. Co L L = � N���-•3 0 � Except grade floor openings shall have a minimum net clear ,,, Glazed opening protection shall meet the Large Missile test ASTM E 1996 4-16d Box ° s o Z v o HEEL JOINT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL ;3 0 0 c a� o opening of 5 square feet. and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 H c/ H r 3-16d COMMON s � s= E U o REFLECTIVE t " v �U c B. Minimum net clear opening height shall be 24 inches. WHITE FIELD F] Garage door glazed opening protection for wind borne debris shall meet M y'z E a N = _ c o 25 2" PLANKS 3-i6d COMMON a m._= ca U 0 L ` C. Minimum net clear opening width shall be 20". ANSI/DASMA 115. Areas within hurricane prone regions: 1 / 3 1.5 (PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL t c L E m a� 0 0 o v P 9 '' P 9 ) 4-10d BOX o ='0 = L = cpm D. emergency escape and rescue openings shall be operational (1). within 1 mile of the coastal high water line were the ultimate design 1 / 4 1.33 ~ U U) `° a- ~ 10 E ° r- from the inside of the room without use of keys or tools. wind speed is 130 miles per hour or greater. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-1od BOX PER JOIST WHERE Basement contain more than one or more sleeping rooms, DESIGNi.,`::N FOR STRUCTURAL ..--- (2). In areas where the ultimate wind design speed is 140 MPH or greater. 1 / 6 1.20 3-16d COMMON z an emergency escape opening shall be provided for EACH sleeping room. COMPONENTS THAT ARE OF 1/2" 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM Emergancy escape and rescue opening shall open directly to the outside TRUSS TYPE CONSTRUCTION A. EXCEPTION: 27 BUILT-UP GIRDERS AND BEAMS (n _- STAGGERED ON OPPOSITE SIDES EXCEPTION: Grade floor or B1=LOW rade floor openings shall have STROKE Wood Structural panels with a minimum of thickness of 7/16 inch W �- g "F" FLOOR FRAMING INCLUDING P 4-16d BOX � I- („� � � a net clear opening of not less than 5 square feet. GIRDERS AND BEAMS and a maximum span of 8 feet shall be permitted for opening IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3 16d COMMON EACH JOIST OR RAFTER,FACE NAIL W I— W 11. WINDOW FALL PROTECTION: Were the top of the sill of an operable window "R" ROOF FRAMING protection. Panels shall be precut& predrilled to cover the glazed openings RAFTER UPLIFT CONNECTION FROM WIND _J z z J O opening is located LESS than 24 inches above the finished floor and GREATER with attachment hardware provided in the table below. "FR" FLOOR AND ROOF FRAMING Label all panels and store in a clean dry area of the house. 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL 0 than 72 inches above the finished grade or other surface below on the exterior Attachments shall be provided in accordance with the table SPACING SP�N EXPOSURE C in J ZCZ of the building, the window must be provided with a window opening control device UNDER SECTION 602 OF THE BCNYS as follows: (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = O W E VI that compiles with IRC R312.2.2. Window Opening Control Devices. 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R602.3 (1) U W I- zt_' N TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 ROOF PITCH ROOF PITCH LZ LL- a) CL 12. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be <5:12 Z 5:12 <5:12 z 5:12 DESCRIPTION OF SPACING of FASTENERS NUMBER AND TYP (,� � C/1 Applicant shall provide engineered wood placard 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING installed per IRC R 302.12 thru R302.12.1 on or adjacent o electrical meter box for field inspection. 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING Fireblocking materials R302.11.1 shall be as follows: Residential structures with Truss type construction, 16"O.C. 18 277 259 342 322 30 3/8"- 1/2" 6d COMMON(SUBFLOOR,WALL)sd COMMON(ROOF) 6„ SEE NOTE A 6„ 1. Two-inch nominal lumber Pre-Engineered Wood Construction And/or Timber Construction 16"O.C. 24 340 318 422 396 2. 1/2" gypsum board for new dvelling and/or any addition,alteration 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" with the 10 foot horizontal fireblockin In walls constructed using parallel shall be affixed on or adjacent to any electric box attached to the exterior g g P of the strwture for field inspection 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" rows of studs or staggered studs. I CD 0 4. cellulose insulation installed and tested in accordance with ASTM E 119 or -- 16"O.C. 36 469 438 538 547 N W 42 535 499 664 622 O.C.L 263, for the specific applications TABLE R4014.1 PRESUMPTIVE LOAD-BEARING VALUES 1/2" structural plywood 16" 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N 0 O OF FOUNDATION MATERIALS Panel, Attached to r: Z Draftstoppping material R302.12 shall be as follows: Frame in accordance 16"O.C. 48 599 T559 745 697EXTERIOR WALL WOOD STRUCTURAL PANELS <N In combustible construction where there is usable space both above and CLASS OFIUATERIAL LOAD-BEARING PRESSURE below the concealed space of a floor- ceiling assembly, draftstops shall be Crystalline 6ed'rock 12,000 psf with Table R301.2.1.2 W TO RESIST WIND PRESSURES TABLE R602.3 (3) Q installed so that the area of the concealed space does not exceed Sedimentary and foliated rock 4,000 psf International Residential Q W P' Sandy gravel and/or gravel(GW and GP) 3,000 psf = J 1,000 square feet. Draftstopping shall the concealed space into approximately Sand,silty sand,clayey sand,silty gravel and clayey gravel code of NYS WOOD WALL NAIL SPACING Z equal areas.. Draftstopping shall be provided in the following locations: (SW,SP,SM,SC,GM and GC) 2,000 psf MINIMUM NAIL MIN WOOD W NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD W Clay,sandy clay,silty clay,clayey silt,silt and sandy silt SPACING EDGES FIELD 1. Ceiling is suspended under floor framing. PANEL SPAN RATING THICKNESS 2. Floor framing is constructed of truss-type open-web or perforated members. (CL, ML,MI-'and CH) 1,500 psf a.When sd tests are required by Section R401.4, WINDOW UNIT 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" the allowate bearing capacities of the soil shall be part of the recommendations. (2.5"X 0131") b.Where irplace soils with an allowable bearing capacity of less than 1,500 psf are likely tc a present at the site, the allowable bearing capacity shall be INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 determinedry a soils investigation. GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS PLYWOOD STORM PANEL THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING TTI SHUTTER DETAIL 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS Refer to General Notes for Panel WALL EITHER DIRECTION 16"O.C. 8" 16" „[ N fastener requirements. 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS C WALL EITHER DIRECTION 16"O.C. 7" 12" P-4 TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR „ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. M"'' Z V 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH � U HABITABLE ROOMS IRC SECTION R702.3.5.1 E..,( Q U- . Q A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r� M END WALL FRAMING SHALL BE SPACED 6"O.C.. �- \ oI p A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS /v� ~ 4 SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON C TER TO ® h-'�1 x 7:) GABLE END WALL FRAMING ^/ OCZct CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM GROUND* SNOW SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD AIR MEAN �,_• ,I f SPEED TOPOGRAPHIC BORNE FROST (MPH LOAD EFFECTS WIND DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL DEBRIS EXPOSURE DESIGN WEATHERING 4 ) LINE TERMITE REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP `� 61}. g M ----- 20 LBS 5MODERATE 140 NO NO NO B B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less . M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER *GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) 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 Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEEDo L ° a-�= rL, I ° , ° fasten king stud to header with Min.3"x 11-1/4"net header Header ° a ° / 6-16d sinker nails L_ METHOD CS GB: TABLE R602.3(1)& shall occur at top of wall ° ° ° f • — n•=, -+ �= — =•�• R602.10.3(3)GYP.BD FASTENING. fasten top plate to header with z I ISI I•I I, 4"OC AT THE PANEL EDGES,INCLUDING Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. W I•ITOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 I I•I 1' HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) king stud with Braced wall line I I I I I SCREWS 1 5/8"TYPE W OR continuously sheated ° I, ( ) 6-16d sinker nails 11 II r �, with i/2"wood Minimum 410001b header-to-jack-stud rn Ln Fasten sheathing to header with Bd common nails in 3 in.grid strap on both side of opening I•, METHOD CS-WSP: I° attern as shown and 3 in.o.c.in all framin studs and sills structural panels AS PER TABLE R602.3(3) i° p g( ) opposite side of sheathing EXTERIOR SHEATHING ATTACHED c I° Minimum 40001b header-to-jack-stud strap WITH Sd COMMON NAILSb �' I° on both side of opening opposite side of Panel splice edges shall occur over �— • _ • (0.131 X 2.5"LONG) ° w ° sheathing and be nailed to common blocking Q AT 6"O.C.ON EDGE AND 12" O.C. LMin.Double 2x4 framingcovered with minimum within the middle 24"of the portal- IN FIELD = o ° ° ° ° °io 1/2"thick wood strucral anel sheathing ° ° ° leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: g i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. II I' SHALL BE MIN. 1/2"GYP. BD FASTENED f° (studs,blocking,and sills)typical ° if needed 7 1 1 1' WITH NAILS OR SCREWS IN ACCORDANCE L 2'to 18'(finished width) Min Double 2x4 or ° ° W H I•I I•I WITH IRC TABLE R702.3.5 OR �° Min.length 16" 2x6 Kin &Jack stud v I I,I I I I. TABLE R602.3(1)FOR EXTERIOR WALL 1° g 9 112"min.thickness wood structural H. _ _ _ J. SHEATHING i per Table R602.10.5 panel sheathing 4; Min double 2 x post rq •I I I I' ALL HORIZONTAL PANEL JOINTS �° Min.(2)2x4 typ. Table R6 2. 7(l&2ack studis) r SHALL OCCUR OVER AND BE NAILED TO COMMON FRAMING _may Min. (2)1l2"Diameter anchors I I I I I I• OR BLOCKING WITH WITH PANEL —- installed per section R403.1.6 I I I' EDGE-NAILING IN ACCORDANCE with 2"x 2"x 3/16"plate washer •I INTERIOR r I,I ,, WITH THE IRC SECTION R602.10,10 0 ,l SPACING W Q .I I l I I 1,`•.._2 x 4 or 2 x 6 STUD WALL = G 2 X BOTTOM PLATEtJ 'I ► I I ► I' METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 < Q I I I I•I I•.r EDGE SPACING -6" Attach Sheathing to Band or Rim joist with nail sole plat Attach Sheathing nail sole plate W •,_ _ _ _ ,_, _ _ _ ,_ _ _ _, 8D common vials o;o to joist per Band or Rim joist wi to joist per Q O •N at 3"o.c.Top an Sub Floor nailing sched. 8D common nialsnailing sched. L.L.. Bottom _ at 3"o.c.Top and - - ° ZRimJoist Q -U) 0 Bottom ° ° ° ° ° ° Rim Joist ° ° ° ° ° ° _-aper Plans -r co 0 W � FASTENING REQUIREMENTS FOR _�'" O (6 1" __--Anchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans O :D -,e >, TABLE R602.3.(3) METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 n � C) Ze CO C) LO CU -0 ryo o � M Simpson , 1-1/4" gals. x 20 gage n N > O co 1-12A Studo Rafter coil strap with (5) 8d common Connector ° Were the distance is SIMPSON H2A between 9-1/4" to 15-1/4° at each Rafter. With nails in each end at each rafter. Typical Metalprovide blocking @ Strapping WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter at Openings qbrace7dwall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side Schedule Dwg-1 Simpson LSU skewable hanger/ plywood sheathing of Ridge to have a shall have Solid Blacking @ all Plywood Joints SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate in each end. catch k studs along length of braced wall (5) 8d x 1-1/2" nails in Stud jack Look Out Blocks . and window or door Header. Less than ° Comer Holdowns p anel ° Refer to plans for locations N Typical each side and ALL Gable End Wall if required windows and doors. or Equal �— RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS t0 12" IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 this page. IN LIEU OF RIDGE STRAP'S WALL TO HEADER STRAPPING PROVIDE MIN,2X4 COLLAR TIES(@ 48"Q.C. z Z (� NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD N.T.S. 2-1/2" LONG OF THE RAFTERS WITH 4 8D NAFILE _S J EACH END O n Q C) QW J 1-1/4"x 20 gage G-185 p 0 Hot Dipped Galvanized Strap = co with (5)-8d common nails at each stud Strap may be attached OVERo CUT the plywood OR directly to LENGTH TYP EXT.WALL C Studs. 12" Min CV SILL PLATE ° ,rL°L CLEAR c� � Cn = ^^1' _ 77777 4�JL°L S N CD Z t Illi ° °LOLL N O TYPICAL ANCHOR BOLT -IRC R403.1.6 Use 1-1/4" Metal z MAXIMUM SPACING: 1T @ T O.C. ° °L°L \ Coil Strap 20 Gage Q EMBEDMENT OF 7"WITH NUT&3x3 WASHER. "a 0 2 BOLTS PER PLATE AND HOLD AT LEAST 12" Min 5 8d common nails ONE BOLT-12"MAX AND 3-1/2"MIN OFF FOUNDATION-SILL-STUD ( ) Q W 6i ENDS OF PLATES. in EACH END at C/) Q STRAPPING TYP.CONC. io EACH Stud. z w Applies to Garage Wall and 8d @ 6" oc Along < � Slab on Grade Construction Braced Wall Panel FIGURE R602.10.8(1) ANCHOR BOLT DETAIL NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR RAFTER FACE TYPICAL WALL TO WALL STRAP SCALE: 1/2"= V-0" STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. H O 00 O .r ® ct ct ED ARc�i 0190 O� * rxr-Rm 50'-0" _ rWn z V QU Q � C� — E— U U O Q O «, W (D75 V ° 00 U inU) � W g LL �w � w O O ON LLN O Lr) — O7 o� O r N Q En O o - � - _ - - - - - - - - - - - - - - 2x12 RIDGE N ' - 0 W >> NT- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N .� II � N ° I I 0 co c� O 0 c I cn I I 0- � � d' l o l 0 Lu Co CO Cl) w I ( � QUO I I � � 75 oM w (n CV > > H I M M I Q I ' I W o I I ¢ z I I N N X C14 W I N 00 X I � C 2-2x8 `~ 2-2X8 I I c,_ E c w `o Q 0' f/ O 244DH3050 244DH3050 C'.' OU O7 L ani'o o O o80 o 'n O 0 ° O O 'n N Uy aci N2 c `o m�&c o c 3 ° ° n 4No� L L C C N N . 171-011 30'-0" DORMER 3_011 0 _ .a r ° _ `� ° O S- U" N O C"'.O rU• C N O f0 ` � _�' Wa 00 Q to C 61 = N O 501-011 Q) Q) E ai am o °w oima HmEn� oa ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 501-011 50'-0" 6-8" 11 6'-1111 " 5'4" 6-8" 9'-51/21 TYR DECK FOOTING SEE DETAIL ON DWG-2 - ❑ ❑: EXTERIOR PATIO SLAB -` - 6"4000 PSI CAST-IN-PLACE SLAB W/6X6 w1.4/w1.4 WELDED WIRE MESH N ON GRANULAR COMPACTED FILL. d PITCH SLAB AWAY TO DRAIN 1: 108X84-3 PANEL ------------------- ---------------------------------------------------------------------------------------- ------------------------t---------- Ln---- -� I - - - - -- -- - — 36X80 p .------ ---------------------------- ---L-----------------------------_ -------------------------------------------------- -------------------- I 31/2"x11-7/8"LVL 2-2x10 O H N O n- - z I I N I I I 1 W - a I , -----------------------------------• R-10 PERIMETER ; ; ; cn N N N ROP TOP OF CONCRETE I _ RIGID INSULATION ' ' r ' I I Q , 1 Z O Lo ry Q Q AS REQUIRED FOR I , , , , , , o R302.5.1 OPENING PROTECTION. UJ ' GARAGE DOOR,SEE PLAN iv ' ' ' INSULATED SOLID CORE co o Q Lj,j FOR GARAGE DOOR SIZE ----------------------------------- ' i ; STEEL DOOR, C)' ' 20-MINUTE FIRE RATED DOOR. x "' Z Q 12'-6" 12'-0" x 12" DEEP HAUNCH FOOTING 121-6" N = UJ U EACH WEATHER STRIPPED N o I I W/SELF CLOSING DEVICE. I I I I I I V Q _____________ ___ 0 I I I I I 1 L) UNEXCAVATED I 1 p TYPICAL GARAGE SLAB r 1 I = „ 12"DEEP CONCRETE - i i - - o `r ,Pull o ao 4 CAST-IN-PLACE SLAB -�— HAUNCH 00 o o ;pown : o \ o SLAB ON GRADE N STORAGE ROOM I , o o I I -' W/6X6 W4.0 X W4.0 WWM � , , o o b� w stair , I -1 (n o N I 1 PITCH SLAB-1/4"FT TO CL 4"CAST-IN-PLACE CONCRETE TYPICALANCHOR BOLT -IRC R403.1.6 I I N N ; I 1 a `- 0) N r F� GARAGE DOORS 0 SLAB W/6X6 W1.4 X W1.4 WWM MAXIMUM SPACING: 1/2"@ 72"O.C. ' 'nco ' ' ON COMPACTED BASE. EMBEDMENT OF 7"WITH NUT&WASHER. I ' O7 I `o 2 BOLTS PER PLATE AND HOLD AT LEAST � � � � � '� � i �` ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ' ' ;0 _y1_ 7 ENDS OF PLATES. i iGARAG E r c 1 I /8"FIRE RATED GYP BD ON con EXTERIOR AND INTERIOR WALLS o ao o �+ N 1 I AND CEILING OF GARAGE N = �•y R-21 IN EXTERIOR WALLS 2 N 1 I I I ~ N ~ y R-10 PERIMETER RIGID INSULATION 12'-T/2"/z 1 -4 35'-0'/2" W __4 [� v 4 ct Lo \ r ` r ,� m v ------------------------------------------------------------------------- ------------------------ 2-2x10 � I 2-2x10 w LO T-10" " ---------------------------------------------------------------------------------------------------------------------------------------------------- 244DH3050 10'-6'1 50'-011 DAR 50'-011 w�; �� MSG rT� ; TYPICAL FOUNDATION :,`; r FOUNDATION PLAN IN ACCORDANCE WITH IRC CHAPTER 4 9'-l" PLATE HEIGHT 1, TABLE R404.1.2(8): O Smoke Detector SCALE: 1/4" 1 -0 1 ST FLOOR PLAN 8 CAST-IN-PLACE WALL - Carbon Monoxide Detector �,- SCALE: 1/4" = 1'-0" C0 Refer to DWG-1 General Notes or �� r ON 16" x 8" CAST-IN-PLACE FOOTING, O 2 x 6 ACID SILL PLATE, GROSS AREA: 1000 SQ FT ; ,; In accordance with Section 915 of the l c- COPPER TERMITE SHIELD, 2015 IFC as amended by the NYS �; �_ uniform code supplement j !Wn z V CONT.RIDGE VENT <C H 12 2.5 TOP OF PLATE— _ — TOP OF PLATE TOP OF PLATE = G __ _ _ _ _ _ _ 12 12 f 1212 W O O C? O 0o 00 GUTTERS&LEADERS Z j AS TYPICAL REQUIRED O Y � p c (b — _ TOP OFSUBFLOOR _ — -0 TOP OF PLATE s i E_s DI G CO TOP OF PLATECo O LO_ — TOP OF PLATE 0) - - - - - - - - - N O O (y) YTLffH > ® TQ E E-° V- C (Q N O �i O N.2 Q E m _1 O pU p 0) O N M w. N .L.. tO �� V O C O C o c c Z a ° 0 c m m C U fA n .L.+ Q•�L O 0 f6 0 O O U 0 V V Y q. (D y 2 c o m-2 o-n`o c 3 TOP OF-FOUNDATION _ — WATER TABLE BAND — _TOP OF SUBFLOOR �-I OP OF FOUNDATION WATER TABLE BAND d C.2 3 L p-E d�' °O N O C _ reinforced FINISHED GRADE 4"reinforced o c a PC Pad on grade PC Pad on grade ' o T m o c w-o a� �, �;.2 FINISHED GRADE v ° —,t O m o ( Ln one Riser) (maximum one Riser) I �;� I I I L y o BOT OF FOOTING t = p_E v a �, p 03 0 BOTTOM OF FOOTING — C� — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —- - � — - - - - — - — �1 — — — — — — — — — — — — — — — — — — — — 1� I I N � c ¢ ID E p3 N D En CC 5. REAR ELEVATION LEFT ELEVATION SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-011 TOP OF ROOF CONT.RIDGE VENT 12 - - - - - - TOP OF PLATE 12 12 Q C:) 12 12 NN W W o N p C) Z ap N U) 0 Q LLJ U J > Q Z W TOP OF SUBFLOOR — TOP OF SUBFLOOR � — - — - ? A,- — - - — - - TOP OF PLATEN TOP OF PLATE � 3Yz° BOARD&BATTEN V _ - SIDING 31/2110 0 N WATER TABLE BAND TOP OF FOUNDATION WATER TABLE BAND — TOP OF FOUNDATION _ — T i o �--_—Concrete Patio with FINISHED GRADE FINISHED GRADE - H �l ►- -+ �' I filue Stone(or owners selection) co co finish.Concret/stone Steps to Grade —BOT OF FOOTING BOT OF FOOTING � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — -+- + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - - - - - - - - I r M �J h+y � RIGHT ELEVATION FRONT ELEVATION SCALE: 1 /4" — V-011 SCALE: 1 /4" — V-011 4 G All) Z cW G TYPICAL ROOF CONSTRUCTION I- Class AAsphalt Roof Shingles w/ fasteners per manufacturer's specification and IRC 2015. Q Ice & Water barrier as per IRC section R905.1.2 (Note: Double underlayment is required >' for Roof slopes between 2 on 12 and 4 on 12) > �-- Framing As per plans with 1/2" exterior grade W Z span rated structural plywood Sheathing, Ulf RAFTER/CEILING JOIST HEEL Nail to framing in accordance Fastener JOINT CONNECTION Schedules & Stra In CONTINUOUS RIDGE VENT SHALL BE NAILED pp g per detail sheet(s). V TOGETHER IN ACCORDANCE Flashing per IRC R905.2.8 RIDGE BOARD WITH TABLE R802.5.1(9) Q(SEE FOR I_ WIITHDS MPSON H2AAT EACH TYPICAL SOFFIT CONSTRUCTION. (D RAFTER �.- TO STUD. 12" overhangs-typical 01- - ' 2.5 6" Wood fascia & 6" Wood rake boards. W < \ Trim in "azek" or equal = 2 TOP OF LATEN, Metal drip edge per IRC R905.2.8.5 ( ) Fully Vented Vinyl Soffits Q 12 \" \ 12 RAFTER/CEILING JOIST HEEL \ TYPICAL EXTERIOR WALL JOINT CONNECTION 12 W O O SHALL BE NAILED \ 12 2x6 Doug-Fir Wood Studs @ 16" oc. Q •�_ TOGETHER IN ACCORDANCE \ Double to Plate and Single Sole Plate. o WITH TABLE R802,5.1(9) a \ p g Q O (� (SEE DWG-1 FOR TABLE) 1/2" exterior Grade - Span Rated = M O 00 WITH SIMPSON H2AAT EACH °0 \ Continuous Structural plywood Sheathing. W > - RAFTER TO STUD. \ p yw O co SEE DET 14, PG 2 \ Fastened per Fastener schedule. Z) _�C >. t • tyvec House Wrap or equal. 0.. � 0 Vinyl or Wood Siding as per clients selection -a TOP OF SUBF OOR installed per manuf specs and IRC code. U TOP OF PLATE Cont. load path strapping installed in accordance O o M I I with drawings. Provide Fire Blocking in accordance CV > > I I with IRC R302.11 & R302.11.1 and I I Draftstopping per R302.12 & R302.12.1 � a I I TYPICAL ATTIC FLOOR CONSTRUCTION ° I 1 0 3/4" Plywood Span Rated Subfloor, ° ;� w o a o 0- 18 U 01` U N N C y ° G and N lued n ailed in I I I I STORAGE ROOM accordance with the fastener schedule. N E.o L o INSULATE AND SHEET ROCK WALLS&CEILING Floor joists and Bridging as per Code. 2 c o o o N 0.2 L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -J EXPOSED CONCRETE FLOOR m 2 `o Y m"- 0- %Y Y airin 0 3 .c�•�•�° 0 3 j TYPICAL FOUNDATION CONSTRUCTION TOP OF FOUNDATION o 0 ° W _ -0 M= rn - - — - — - — - - - a Q I in accordance with chapter 4 �, - ° L ° �- a 3000 psi Air Entrained cast-in-place concrete cz_ ro N )� .3 s E ° U�; wall on cast-in-place Concrete Wall Footing per° R-10 PERIMETER R403. refer to Foundation Plan for footin size & 2":"y ° � = °ROOF PLANM ° g m Z'-c ¢Lu, c m m o RIGID INSULATION N �,•-_ ° 0 °w ` Bottom of thickness. ° a E Co m �, ° ° BOTTOM OF FOOTING 0 0 CU U F 'M E EL o SCALE: 1/4" = V-0" — - — - - — - — - — - - — Footing 2x6 approved treated Sill Plate, 36"below Grade Minimum Sill Seal And Termite shield per _ - Section R318. Anchor bolts per Foundation Plan _ SECTIO A � _ A. and R403.1.6 SCALE: 1 /411 = 1 '-011 IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP BRACE WALL LINE SPACING(FT) 12 12 42 42 ml c I TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27 _J m M TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3.5 3.5 10 10 50'-0" , TABLE R602.10.3(2)Page 181 WIND ADJUSM ENT FACTORS a,b,c 4'-0" 42'-011 4'-0" 1. EXPOSURE CATEGORY 1 1 1 1 2,-31/2„ 8'-911 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 CD 3. WALL HEIGHT 1 1 1 1 ( O CS-PF cV LL1 48"CS-WSP 48"CS-WSP ' 48"CS-WSP In O 4. NUMBER OF BWL PER DIRECTION 1 11 1 - 04 Z F% 5. ADDITIONAL HOLDOWNS o m p Q Lu 6. GYPSUM BOARD OMITTED -��' C NTINUOUSLY SHEATHED ED M ; J U ; PORTAL FRAME.SEE DET 3 0o I U ON DWG-2 AND Q 7. GYPSUM BOARD FASTENING BWL 1-1 FIGURE R602.10.6.4 O LU U Z iZ A rA RESULT REQUIRED BRACED WALL LENGTH(FT) 3.5 3.5 10 10 d m TABLE R602,10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3 U 0 PER PLAN BRACING LENGTH PROVIDED (FT) 15 16 14 12 v -----i-------------------- COMPLIANCE YES/NO Y Y Y Y a.Linear interpolation shall be permitted o o Uo H b.The total adjustment factor is the product o`all applicable adjustment factors, p �y N c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines N �- COCO provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. v I ABBREVIATIONS; BWL=BRACED WALL LINE, BW=BRACED WALL, � 1 CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL �" V CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION BWL 1-2 I I U OU — - - - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - - - — - CZ BRACING METHOD can I I r^, I'TI >~ r� M V CS-WSP CONTINUOUS SHEATHING - ' U) _ h"M U 10 M O WOOD STRUCTURAL PANEL o v b� M U '�3 O4 DETAIL #1 ON DWG-2 v I v M ^ �' N ®/ C,:3cz - - - -- - - M�sl L� CS �� tr 48"CS WSP 48"CS-WSP 48"CS-WSP 48"C5 WSP APC PORTAL FRAME'"' DETAIL#3, DWG-2 1. NG UIREMENTS AS PER TABLE 140 GB GYPSUM BOARD 2. MIINIMIUM LLENOGTH OF BRACED WALL PANELSAS PER)TABLE R602.10.5 U 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4'-0" 42'-0" 4'-0" 1 �� 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE , SHALL BE OFFSET NOT MORE THAN 4 FEET. BRACED WALL NOTES: 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALLc«,. REFER TO DETAILS ON DWG-2 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 501-011 FOR HOLDOWNS,STRAPPING,BRACED 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH tS� WALL DIAGRAMS AND DWG-1 END OF A BRACED WALL LINEall ^� 015.3AC3 D ,� 1 ST FLOOR WALL BRACING PLAN �:�, FOR NAILING SCHEDULE. ALL BRACED 7 WALL PANELS SHALL BE FULL-HEIGHT PANELS SHALL O SHALL B NOT GREATER THAN 20 FEET AS PER RC FIGURE F BRACED WALLIV-0" I s � SECTIONS OF WALL WITH NO VERTICAL R602.10.2.2 SCALE: 1/4" = ®��� OR HORIZONTAL OFFSETS.