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HomeMy WebLinkAbout45827-Z �o�og�Ffa1 Town of Southold 1/27/2023 y� P.O.Box 1179 C-1 - �1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43799 Date: 1/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 57875 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2021 pursuant to which Building Permit No. 45827 dated 2/17/2021 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: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Lois,William&Bina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45827 9/30/2022 PLUMBERS CERTIFICATION DATED 8/31/2022 4Nander#ilar A th i d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE C. oy 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#: 45827 Date: 2/17/2021 Permission is hereby granted to: Lois, William 57875 CR 48 Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 57875 CR 48, Greenport SCTM #473889 Sec/Block/Lot# 44.-2-8 Pursuant to application.dated 2/3/2021 and_approved by the Building Inspector. To expire on 8/19/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.00 Flood Permit $100.00 CO-ADDITION TO DWELLING $50.00 Total: $558.00 pector 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: L. 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. 02-0 Z- Zf New Construction: X Old or Pre-existing Building: (check one) Location of Property: 6797-T$7S No(?-Ti+ Kp Ah House No. Street Hamlet Owner or Owners of Property: �2 LOA, A rte► � a i c Suffolk County Tax Map No 1000, Section Block 02- Lot 08 Subdivision Soo' Filed Map. Lot: Permit No. 's Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$__� O VicamlitSignature OF 50!/��,Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.deviina-town.southold.ny.us Southold,NY 11971-0959 Q�yMUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Lois Address: 57875 CR 48 city:Greenport st: NY zip: 11944 Building Permit#: 45827 Section: 44 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 8 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 43 CO2 Detectors 6 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights 32' Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3$ 4'LED Exit Fixtures Pump Other Equipment: LED Mirror 2, 200A Panel 42 Circuits / 36 Used Notes: 2nd Floor Renovation and Some 1 st Floor, New Service Inspector Signature: - Date: September 30, 2022 S.Devlin-Cert Electrical Compliance Form 4 aF A- S0 o c' Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959. BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION z t-� Date: 3.1— ZD-/,�' Building Permit No. Owner: �_ o�S 1 (Please print) 4 (Please prin C, 3 I certify that the solder used in the water supply system contains'less than 2/10 of 1% lead. r- (P ers Signature) Sworn to before me this day of ��, 20 IL f l _ ANOMA R COORAY NOTARY PUBLIC-STATE OF FLEW YORK No. O1 CO6349245\, Qualified In-Suffolk County My Commission Expires Octobeo 17, 2020' Notary Public, �G- County r� r" /J f SOUIho �o �o # # TOWN OF SOUTHOLD BUILDING DEPT. �o `ycourm��' 765-1802 INSPECTION. [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 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: IfMoCeu DATE 17,0)4 INSPECTOR *UF snojyO # # TOWN OF SOUTHOLD BUILDING DEPT. °`��ou►m ' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [. ] 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: A z DATE INSPECTOR OF 50UT �2,7 .57& # ILDIN TOWN OF� S UTHOLD -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: DATE .S INSPECTOR ��--- q4/ OF SO(/Tyo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: 0 I'll 0 Wo#so- ku Co4fteA ��A (Ak- 4 -�Z6jkV64)QVl 4)gg� 0 CAR DATE INSPECTOR ho�aOF SOUTyo� -1 :> V L S 78 ( S . - - # - * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 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 [ ] RENTAL 1 REMARKS: O '� 1 S 1 r .� w 1 ELL J sCA OV- &6A mc� DATE INSPECTOR VSOGTyO� f * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ]:'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ PRE C/O [ ] RENTAL REMARKS: No '..4, mv, m N&POpk/ DATE lrI W INSPECTOR OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDXFINAL SULATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 �L (AL 3 n►ui S DATE 0 INSPECTOR*)- CIA -41 SOpT��lo * TOWN OF SOUTHOLD BUILDING DEPT. ,room, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Z- �� �1�1 P.lA"tot DATE 1/ INSPECTOR eel - ri �o�aoFsouryolo S� f # TOWN OF SOUTH0LD BUILDING DEPT. �ycouKn,N 631.765-1802 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) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/ [ ] RENTAL REMARKS: 4�e7 U DATE �� INSPECTOR RK D��oC a L Q0Q)@ULaU[%9 LIL@ Kehl Design Associates, LLC. 265 Jasmine Lane Southold, NY 11971 Date: 02-03-2021 631-433-9084 Ref: William Lois 57875 North Road Southold, NY 11971 Work Description: Drawings of Residence Located at: 57875 North Road Southold, NY 11971 Please note on the John Ehlers Survey of the Lois property amended on 05-09-2005 the following: 1) The proposed covered porches on the North, South, East & West Sides of the house were never built. 2)The proposed 8'x15'Addition on the Northwest corner of the house was never built. 3)The Proposed 15'x24' Garage off of the Southwest corner of the house was never built. The new work that is being requested is over the second floor, front half of the house. We are going to remove the roof and raise it up to allow for the larger loft area, Guest bath, New Master Bathroom and a closet. We are designing the construction using the prescriptive Energy code R402, Building Thermal Envelope of the Energy Conservation Code of New York. All construction is to conform to the 2020 Residential Codes of New York State If you have any questions please contact me. Thank You Brett Kehl Kehl Design Assoc. LLC. 265 Jasmine Lane Southold, NY 11971 Cell#631-433-9084 Email: ssbn654@optonline.net 5 71325 bM JQ /'� /Y�I�Td //All 1 bV1\bl\VL.YVlLV11\V I/llll VI\I/'\LV I v�� •`��' �11 //VV))/``• n CORPORATEDOREEN ,OFFICE LATEST UPDATE 1 Q( S' aMAG� ETt 1647 EAST JERICHO TPKE 10!2812022 dUILbIV6 61ATCN/ALb HUNTINGTON,NY 11743 OWNER 631-499-6220 X155 Doreen Vici Abbreviated Quote Report - Customer Pricing QUOTE NAME PROJECT NAME QUOTE NUMBER CUSTOMER PO# - TRADE 10 WF AGW 3162691 ORDER NOTES: - DELIVERY NOTES:' Item 0tv Operation Location Unit Price Ext.Price _ 100 2 AA 8/17/2022-TO PRESENT $231.38 $462.76 } ` �f RO Size=32118"x 44 718" Unit Size=31 518"x 44 718" I TW2636,31 518 x 44 718,Top Sash,400 Series Double-Hung,Sash 1 Panel 1 Glass,AA,White Pine White-Painted White Sash/ I Pine White-Painted, Dual Pane Low-E4 Tempered,Argon Fill,Stainless Glass/Grille Spacer ENERGY STAR Comments: NO Quote#: 3162691 Print Date: 1012812022 5:28:36 PM UTC All Images Viewed from Exterior Page 1 of 2 Item gX Operation Location Unit Price ExL Price 200 2 AA 8/17/2022-TO PRESENT $231.56 $463.12 $ RO Size=32118"x 44 718" Unit Size=31518 x 44 718" � a�8�-, � 23 �23 �: ,3 s �� f f 73i p 1 �� . # � _.,..... V N r 'J FF t l�w P 1 p f i M C a� 4 k H Y J i 1 SPFA PCP CERTIFIED INSULATION INSTALLER S00372 L I,a x ,,C3, , ► R ° 1. r-OAM-IT-MMITu ELI CONSTRUCTION 631-8695171 May 24, 2021 info@eliconstruotion.com 1490 William Floyd Parkway Suite 106 PROJECT NAME: WILLIAM LOIS RESIDENCE Shirley ICY ADDRESS: 57875 NORTH RD SOUTHOLD 11967 NY INSTALLED ON MAY 2021 DESCRIPTION OF INSULATION ROOF RAFTERS Supply and install 4.5" closed spray foam 31.5 R Value in New Roof Rafters, and Existing First Floor Roof Rafters. EXTERIOR WALL Supply and install 3" closed spray foam 21 R Value on New Exterior Walls, and Fiberglass 15 R Value in Existing Exterior Walls Fire caulk accord with local codes and Spray foam all windows and doors gaps. Sincerely ELI CONSTRUCTION JAMES J.DEERKOSKI P.E. 260Deer.Drive Mattituck,NY 11952 (631)774 7355 Date: June 14,2021 To: Town of Southold Building Dept. Re: Insulation Inspection .Lois 57875 North Rd. Southold,NY 11971 To Whom It May Concern: An Insulation Inspection was performed at the above property on the renovation/addition. It is found that the insulation(Fiberglass/Spray Foam)was installed as per plan and meets all State and Local codes for required R-Values to meet the Energy Conservation Code. Any questions feel free to call. inc ely, of NEW yo Jam J erkoski P.E. 5 DE Rh. �'•� 4::', r a:�• ul 02 s. r eW-um v Cal Q@e uit VA Taw A AN i_�. �e ►.�r r'�i11 e � I' TOWN OF SOUTE[®ILD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DZ--PARThMT4T TOWN HALL Do you have or need the following,before applying? SOUTH®LjCD,Ifll-111971 Board of Health TM: (631)765-1902 4 sets of Building Plans PAX: (631)765_9502 Planning Board approval SoathoRdtownlmy.gov- Pl;t iT I �. Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 ,� r Flood Permit L+ Single&Separate Truss Identification Form_ Stone-Water Assessment Form Contact: Approved =20 Disapproved a/c Mailto: K �F4K �� LLL, Z�S'TASM�a..(E Lti! So st'FFo�.A Expiration Phone: 6 3(— q S 3 0$L{ r 5� Building Inspector FEB - 3 2021 APPLI<<CAT101`\T FOR BUILDING P1EMUT - •.- .- � . ..:�': ;,p,;���, Date v�_ C)_!; 20 Z NSTIRUCTIIONQ-) 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 ermit shall be kept on the premises available for inspection throughout the work. p 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. p £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 Property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for the addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Buildingpelt an Building Zone Ordinance ofthe Town of Southold,Suffolk County,New York,and other applicable Laws Or Regulations,for the construction of buildinrationsforremovalgs, Pursuant to the nances or applicant agrees to comply with all applicable laws,ordinances,building code,ho or demolition as herein described.The authorized inspectors on premises and in building for necessaryg and regulations,and to admit inspections. /crsJ (Sign f applicant or name,if a corporation) State whether applicant is owner, lessee, (Madmg address of applicant) men chitect,engineer, general contractor,electrician,plumber or builder Blame of owner of premises -__ — ylfa A. Lo Is If a plicant is a co oration Signature (As on the tax roll or latest deed) :I-,re of duly authotized officer �T 5.-14 __ - ti)f3� (Name and titleof corporate officer) Builders License No. Plumbers License NO. AT Electricians License No. 7-if 1S Other Trade's License IVa. �1 wle 1. Location of land on which proposed work will be done: S'7S 6P i P_c�!�� House Number Street S®Vt-}vv'J Harslet County Tax Map No. 1000 Section Block 02_ Lot Subdivision NA Filed Map No. NA- Lot WV 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy. R&SflN9-, ;I ev L- -Sj,yQ( mak`lq b. Intended use and occupancy �t�< r�}C. ls), le_ F .,,,,I 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work� ,,,,� 4. Estimated Cost /009 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units N A Number of dwelling units on each floor Al it If garage, number of cars NA 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front S11- (� y Rear S 3 �cf Depth Height 2.0`- dumber of Stories___ I� Dimensions of same structure with alterations or additions: Front 53 Rear Depth 31 'o s/�" Height 2 q 1-3`` Number of Stories 2-s-mor-y 8. Dimensions of entire new construction:Front /\l 4 Rear N(} Depth N i4 Height fl Number of Stories IN 1) 9. Size of lot:Front 100 / $ Rear /00,671 Depth 2 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated S ov ► �d� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises ��`�`� ` L.eis Address Name of Architect KeNc. A�sJ ,� tea, Phone No. 4i 7-7`3 � 8R2S 1-LC.Address 26S to 5mm.'r- L-LL Phone No 631 y3 3-q 6,b 4 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO y`IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X 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 A IF YES,PROVIDE A COPY. STATE OF NEIN YORK) SS: COUNTY OF sJ FF2� 9 being duly sworn,deposes and says that(s)he is thelicant (Name of individual signing contract)above named, app (S)He is the AC4 F ey (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 before me this day of �20_a TR,4CEY L.DWYER Notary Pub is LIC,STATE OF NO.01 DW6306900 W.- Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2t-a;L t � • RUQ &_Z Denaa•tment AunlJeatlan I� a At-rMOR ZATION (Where the Apphem is not the Owner) { i i T, �� , �s}aLt .ar.s residing at3 �. C . +!O h 9 (PrInt properly oRmee s name) '0AWfing Address) i do hereby authorize ,e ms • �. � (Agent) C K �� vsa trc ts� c - to apply on my behalf to the I Southold Building Department, ( is SigftifMve) ft) wilt,pnn A l (Print Owner's Name) — g�FFQL,f� BUILDING DEPARTMENT-Electrical Ins ec Ay - 6 2021 Gy` TOWN OF SOUTHOLD o Town Hall Annex,- 54375 Main Road - PO x11, �_� � . Southold,; New'York 1 1971-09 - y O . Tele hone 631 765-1802 - FAX 631 765-9502` . 1p1. Y., _ P ) ) rogerrOsoutholdtownny.gov - seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alf Information Required) Date: Company Name: �2d. r�2 �1 rra-a,G �vaP Name: License No.: c Jj mid M email: Phone No: al request an email copy of Certificate of Compliance Address.: JOB SITE INFORRi ATl,?N (All Information Required) Name- Address: Cross Street: Phone No.: Bldg-Permit#. �S g email: Tax Map District: 1000 Sec-bon, Block: Lot BRIEF DESCRIPTION OF WORK f Please,Print.Clearly)_ Check-All That Apply: Is job ready for inspectiort?: ES NO �oughi to OY �Ftnat Do you need a.Temp Certificate?: DYES .QNO Issued.On Temp Information: (All information required) Service Size F-11 Ph 03.Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect Underground E]Overhead # Underground Laterals E]1 ❑2 E]H Frame []Pole Work done on Service? []Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �� PERMIT# d ess: Switches Outlets r I. GFI's1 � �' � Surface (l Sconces �( H H's UC Lts Z� Fans Fridge I HW Exhaust Oven Dryer Smokes '� DW [ Service Carbon Micro Generator 1 Combo I Cooktop Transfer AC 1 AH "T Min' i Special: V W Q Comments find, fu kA &t4Z �ylr Mn qArl-l- r APPLICATION w PAGE- I of a -- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTI N I: GENERAL PROVISTONS APPLICANT to read and si 1. No work may start until a permit is issued. 2- The permit may be revoked if any false statements are made herein. 3- If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the focal Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. (APPLICANT'S SFG*ATURE) ZX'�L DATE S Z� SE I N 2: PROP SED DE PMENT rrb be cam leted by APPLICAIt pj4jVB KEt•1L LESt4nS 1 wtADDRESS 2G.S,l�S l ttlte�L � TELEPHONE APPLICANT suratio'-� `l lt�t7t r- C� :-Lit", ,3 t �; h`°•1 S��- L. BU 3bl C°����a,�i °7s� �i4� P. r�� cr t�5�2 ( �i- ? -1` i✓� ENGINEER ROI=LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known landmark. A sketch attached to this applicadoa showing the project location would be helpful. • S``/�'�S hl o�� �� S L i,�1,-i-t�Ll� ;�`I 1[�'7 P t 7�` FT F!l 51 CF AL&-C'TSCA I-AAE N Nr r j � i=, t; XON- 4 or, u` iJvs-& x;t\4 tiz:tJ SEST V aka► ---------- FDP(93) rr APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Ghee[: all appGcabtc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure l$Residential (1-4 Family) 14 Addition ❑ Residential (More than 4 Family) j4 Alteration ❑ Non-residential (Floodprooftng? ❑ Yes) 0 Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factored Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements"i Culvert Work) ❑ Road. Street or $page Construction O Subdivision (New or Expansion) ❑ Individual Witer or'Ser System ❑ Other (Please Spect7y)` After completing SECTION 2,APPLICANT' should submit form to Local Administrator for review. SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) Tl�c proposed development is located on FIRM Panel No., Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone desigftation is '100-Year flood elevation at the site ii: Ft. NGVD (MSL) Q Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions- SIGNED DATE APPLICATION f; I PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, loi dimensions and proposed development. - C] Development plans,drawn to scale,and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the f'i'st floor,details of floodproofmg of utilities located below We fust floor and details of enclosures below the fust floor. Also C3 Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL)_ ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For flo`odpi•oofed structures, applicant must attach certification from registered engineer or architect. ❑ Ceriificatio from a registered engineer that the proposed activity in a regulatory floodway will not result in &ny increase in the height of the 100-year flood. A copy of all data and calculations supportingdt-his finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION lTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity.A.❑is B.❑ Is not in conformance with provisions of Local Law . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGHED , DATE ]f BOX A i; checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an appfication to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE40F4 -- APPEALS: Appealed to Board of Appeals? O Yes O No PP pp Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comnliancc is issued The following information must be provided for project structures. This section must be completed by a registcred professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1- Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7- COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY _DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? OYES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO 4g1 iQN 8 CERTIFICATE OF COMPLIANCEfTo he completed by LOCAL ADMINISTRATMIR- Cerfficate of Compliance issued: DATE BY: 8:26 PM Wed Feb 17 ^ 95%:=!, 57::',5 County Rd 48 ••• t z` Ir 41 iv asiamwow sow .. -•� �---err • _' `` � ,. _ r at G Google 8:33 PM Wed Feb 17 57875 N Rd sok• '"} f . Ilk C� ads Af r • TOWN OF SOUTHOLD CERTIFICATE Of COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD-HAZARD AREA (O"WER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 233 laStk 5. aEXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19—, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) BUILDING DEPARTMENT-Electrical lns�ectpp 6 2021 Zo 210" TOWN OF SOUTHOLD C= Town Hall Annex - 54375 Main Road - PO E�Owl-., Southold, New York 11 971-095R,- W t 17 A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerre-southoldtownny.gov - seanda-southoldtownny.,qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 06 J Company Name: . Name: A License No.: email: Phone No: E]l request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 41cg' //y Cross Street: Phone No.: Bldg.Permit IT;Z_4 email: Tax Map District.- 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ahk f V/P Aac"-o Check All That Apply: Is job ready for inspection?: &T-YES DNO Lqkough;iin M17inal Do you need a Temp Certificate?: DYES E]NO issued On iTemp Information: (All information required) 'Service Size 01 Ph F-13 Ph J Size: A # Meters Old Meter# El New Service n Service Reconnect [] Underground ❑Overhead # Underground Laterals D1 D2 OH FrarneDPole Work done on Service? DY ON Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx Town Nall Annex Telephone(631)765-1802 54375 Main Road »` Fax(631)765-9502 P.O. Box 1179 = = s rr Southold, NY 11971-0959 Bt198 MNG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION ANIS/OR TIMBER COLMSTR11CT ON ®ate; b 2-o 3-0, i Owner: — tv_ w[tom Locc, Location of Property: 5_7!R'75_ N6P71t+ �p Soar 6 N�eJ� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (�) X _..� Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): .,..,._. Floor framing, including girders and beams (F) X _ Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 Scott A. Russell �a°SU S STO]UMIWATIE]k SUPERVISOR z ��JCA\NAGIEN[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 ei 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE' ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El ED E. 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. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professiona Agent. ontractor,Other) S.C.T.M. #: 1000 Date: District NAME: 'Em-cr- 02— Section 2Section Block Lot 6,3f— FOR BUILDING DL-P�1RT LENT USE ONLY Contact Information: (�3 f_ y 3�<'q�S Td<vtwrc i+umMi Reviewed By: Property Address / Location of Construction Work- _ _ _ _ _ _ _ _ Date_ _ _ _ _ _ ` J r/�?S� �/b�c i� �p SpJ(E{�Lj� ❑ Approved for processing Building Permit, Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM z SIVICP-TOS MAY 2014 Sl RVEY OF PROPERTY 51TUATE: AR5HAMOMOGWE N TOM 5OUTHOLD SUI TOLK COUNTY, NY � s SURVEYED 03-15-04 W E PROP05ED AGTION5 Oil-08-2004 AMENDED 05-Ocl-2005 SUFFOLK GOUNTY TAX # S 1000-44-2-8 5 c u n d Certified To: W;»� 0Q ®�� 00 OD FloodlaU 0Q — (e 5)e VE 0 Q Flood Zone VES (e 113) LWM - -- -- - - -- --- - DID limit of wetlands 0Q - -- 'O � O0 o SHWM ,, as delineated 0 6 b R. Fox II-02 n t ------y----------- Q N80°3�3 ng�""-VA-M� PROP05ED 4- -HWM--- U (tie Ilne STEPS SHWM J LWM_ '•--------------------------- - - ---- - -- --- - -- ---- - --- -- - --n�- ------------------------- HW►y g- -- ----- UU09- -- --- - 000000 ---------o -- '-'4 o$oo 0 0C o � 9 cont.wall Q __ O-8 wood _ ` ooQ Zone o '- _---ero5lona step, �o =e! !3j VF 101 wide non-turF buffer ar�Q - _ with pQ-ers aet to 5andlk-- CunStL�\en `A'�, o(enAE c° planter PLTR O �I�t .b•E bO.nLO p}^ng d�otbdey d\pr CO ar in o c1e eba e,0-4106 GOP teoe J 9 m COP nay7A fo 0%01 \ '2, )tO�y/ W N 3 ------ Fe oe 04 tko O Je \ 9-•5 � -,,-�-� -gyp°to re o \ O 73 9 ) 0 9 973 \ o o w� - �� -A al0 9 \ J S � >\ 1 \ 250�5t � \ o F enc ♦�� mood \ v+ I o _ °ad o 'Vry0 Fen°e O a'40�z G\QJ 5°0 Lore 10 e 9e ° P G�. q0 O 't° P�bef� ORAPHIG 5GALE 1"= 30' 1ti 1�"•rw L mth--d alteration or ad 1—to a sw.,ey map be—q a licensed IoM slmieyor§seal Is o 8 41({\j ;�--•y� 1 'A„*y=i'�s vlalatbn of xcFian,�09.sW dll—2,of Gla NOTES: 4 �'t �{` j York—19 Eduf L.-- NOTES: Tc 1 F+. ^I Onh�copies from tM original of Nis wrvey ork,d-h an ori�1 of the land—yor5 ■ '� t I stampetl I shall bo ns--d to t>e valid true ��/ �V copies• MONUMENT FOUND ` •GertiFlcolp—aNtllcatetl c hereon signify tint this ELEVATIONS REFERENCE NGVD'2q \�dl. � g ode o Prcti a Fo Lrntl 5 rvey m let �•\`• -`>�..4 `• by the New York 5taFe Assoclatbn of ProFesslorml ��6 Land Surveyors. Said certlFlcations—11 run only (L((irJ .. prropned, FEMA LINE ANNOTATED FROM PANEL #15-1 DTD. 5-4-q8 on Ms g � to the NFIo coronary g emmen fol y d d lending InstltuNon 15ted heron,and to the assignees of Fhe Iclwing Institution,LerllFlca- ti—ore rot trmsferabie to addrtbnal r�ztit�tiwls 5TAL EROSION HAZARD LINE ANNOTATED FROM PHOTO No. JOHN C. EHLERS LAND SURVEYOR No. 53-5G1-83 SHEET 12 OF 4q TOWN OF SOUTHOLD, NEW YORK. PROPOSED ROCK REVETMENT A5 5HOWN ON 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 PRIOR DEG PERMIT #_____ RIVERHEAD,N.Y. 11901 AREA = 25 58q sf or 0.5c[ acre 369-8288 Fax 369-8287 REFA\Hp server\e\lettered files pro\Lois0204revetment.pro s/IO Cos II.S].19PH rvarbVetternd IOes oLLaleo]Wravntmant GENERAL NOTES: /'/�,,•�'. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION f General Notes:0 11TR A CTO 13 N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF W Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. ( GENERAL NOTES: - - 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LI.0 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED NSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,BoX1675 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES phone: 3 9084 E-Mail: ssbn654@optonoptonline.nef 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New 11911 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, Kehl Design Associates,LLC®formerly D A K Associates,LLC 4 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. E 01- LIi UWNEHSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR y, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6, a. Framing Lumber: DF north No. 2 or better with any work or project other than for which A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED 13111!.DING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• a a. Laminated Veneer Lumber LVL ACCUMULATION. ELECTRICAL WORK SHALL BE PERFDRMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E 1 ,900,000 APPROVED AS NOTED 0,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI = 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING 2600 PSI ING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DATE: r g,p 9. _L5 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WOF:K!^';, HOURS: 8AM TO SPM, MONDAY TO FRIDAY, FEE: 5s ,� BY: 10. ' B. EXCEPT LEGAL HOLIDAYS. NOTIFY BUILDING DEPARTMENT AT ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING -HE CONSTRUCTION OF THIS BUILDING. 765-1802 8AM TO 4PM FOR THE 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. FOLLOWING INSPECTIONS: ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. 1. FOUNDATION - TWO REQUIRED OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. FOR POURED CONCRETE WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 2. ROUGH - FRAMING & PLUMBING 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 3. INSULATION RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 4. FINAL - CONSTRUCTION MUST 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN BE COMPLETE FOR C.O. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALL CONSTRUCTION SHALL MEET THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE REQUIREMENTS OF THE CODES OF NEW 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCEr:TAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE YORK STATE. NOT RESPONSIBLE FOR THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO,. THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF DESIGN OR CONSTRUCTION ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ERRORS. RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR .HE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL EQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPE14ING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THi=_ 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF % A"s INCH (11mm) AND SPAN OF NOT MORE THAN 8 FEET (2438mm) -- SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF TF-I, 2020 RESIDENTIAL CODE OF NEW YORK STATE s UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION (s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED'STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - -- COMPLY WITH ALL CODES OF USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO H ''E A CAPACITY NEW YORK STATE & TOWN CODES ATH IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A NEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGILE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOF< AC'! CASE. AS REQUIRED AND CONDITIONS OF TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: WNZPA TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHED'.JLE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. _ " pLANNINGBOARD TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA USTEES V B GUARDS AND HANDRAILS& 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL NYS D f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, OCCUPANCY OR GUARD IN-FILL COMPONENTSh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA 50 No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE USE IS UNLAWFUL. BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF AI I � -„ LOADS FROM THEIR POINT OF ORIGIN THROUGH -THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES yi No. WOOD CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: OF OCCUPANCY ROOMS OTHER THAN SLEEPING ROOMS 40 BASEDD WITH ANCHOR WITH 2 16 12 9 HEIGHT, BUILDING. INCH EMBEDMENT LENGTH THE VERTICAL DISTANCE FROM GRADE UNLIMITED AREA SLEEPING ROOMS R3O1.1.1 ALTERNATE PROVISIONS 3o Ya INCH DIAMETER LW- PLANE TO THE AVERAGEHEIGHT OF 3 STORY BASED ANCHOR WITH AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWNG STANDARDS ARE PERMITTED SUBJECT TO THE , WITH 2 2 16 16 16 THE HIGHEST ROOF SURFACE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH LOIS =17'-11"AS PER CHAPTER 5 OF THE STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 2020 BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1, AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) R` E S I En ir' E 14 C E FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,L and a 45-foot mean roof height. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, TOTAL HEIGHT FROM RIDGE TO GRADE 24'- b. Fasteners shall be installed at opposing ends of the wood structural panel. 57$75 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edg= of the panel. e�.ECi1-�'�+A� APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NORTH ROAD c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into INSPECTION R.E.'OUIRED b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT a mconcrete or concrete. SOUTHOLD, NY, 11971 LUMBER SPECIES AND GRADE hall be located minimum of 2h inches from the edge of te block -. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners s ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d, Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARD"AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES, THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE 0­1­ "IEW YORK STATE ALU.".BSER CE'RTIFICATi ),N SCTM: # 044-02-08 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. -_ c. INDIVIDUAL STAIR TREADS SHALL P?F DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE '' r- DI AWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PEN' 2020 RESIDENTIAL CODES CERTIFICATE f0.-�DUP r v ,, WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. SOLDER USED IN IVAI •iQ d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK SUPPLYSYSTWCANf )r GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION 8507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: --_._..- �' ®! 1, Section R401 through R404 n 2. Section R405 and the provisions of sections R401 through R404 indcatec as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL The energy rating index (ERI) approach in Section 8406 3. n020 ECCCNYS), BASED FILLERS SHALL BE DESIGNED TO WITH>TAND A HORIZONTALLY APPLIED NORMAL LOAD OF CONSERVATION CONSTRUCTION CODE OF NEW YORK Si ATE (2 NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY DC;���SERVATION CODE AND PLUMBING, NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. EX. FIRST FLOOR NA (NY)TABLE 8402.12 a INSULATION AND FENESTRATION REQUIREMENTS BYC)MPONEINT ASHRAE 90.1-2016 ALL PLUP.7BIit1G WASTE. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERLY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b c &WATER LINES NEED, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUWT GLAZED CELNG WOOD MASS FLOOR BASEMENT SLABd CRAWL tti rTr+ r- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX, SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U•FACTOR FENESTRATION R-VALUE FRAME WALL MIL R-VALUE WALL R•VALUE SPACEa "�^' �� NEW SECOND FLOOR 171 sq. ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOCb,e R-VALUE R-VAWE1 RNALUE &DEPTH R-VAWE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FlELD FIT. THE �' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR DMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE NEW BALCONY NA 40.32 0.55 0.40 49 20 OR13+51i 8/13 19 10/13 10,21t 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SUIEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. �'; ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK & LO 0 M; S;F�4L: DATE: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA -.._. R*7 +�g''a � e 14177- , 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulat'on is installed in o cavity which is less JANUARY 26, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value cf the insulation shall not be less than the :t' 9 r� �,�I'.��sA,w... i `� � PROJECT N0: NA NOT LESS THAN 30 INCHES R-value specified in the table. C COPYRIGHT 2021 KEHL DESIGN ASSOCIAi . `_< ATTIC (GARAGE)(a) i , � s A w BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column apples to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE EC �ORTCsr CO ' • " "tt�.�+ `+�, 1084-2021 C. 10/13 means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the " d� I��fi ra " DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. Q` 'j. Cp' BDK A suNRooM NA PLANS MAY NOT BE REPRODUCED WITHOUT ' ' 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the ''` ww dOy CHECKED BY: NEW DECK NA MEMBER DEPTH. / WRITTEN AUTHORIZATION, �' interior of the basement wall. '•15/19" shall be permitted to be met with P-13 cavity insulation on the interior of the (® an COVERED PORCHES NA •, basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE C� COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation of the interior of the basement wan. KEHL DESIGN ASSOCIATESLLC, " I' tyJ SI�FkT NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ® POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE _ ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab r edge insulation for heated slabs shall not be required to n 9 q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN a h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slob �. t�F �,• SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. O CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. ReservedGi�,.,•: IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of local governing a encieS such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, g g g y p (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insolation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5, The second P-value applies when more than half the construction. C0 KEMEIPSIGN•ASSOMTPS,tic insulation is on the interior of the mass wall. NG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ` USE A MINIMUM OF STRONG— TIE SIMPSON TWO Bd NAILS THIS T _ MTS20 L_ S20 DOUG 1-I PROVIDE (1) HGA10KT ON SIDE Df TRUSS, � -"----- / FASTENERS ALLOWABLE LOADS 12 LOAD LATERAL /' WITH TOTAL FOUR o o MODEL GA UPLIFT UPLIFT (133/160) 8dx12° CODE ° SIDE OF CEILING JOIST AND ON SIDE OF RAFTER � q 00 / Bd NAILS R NO. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ o PLATES TO ULT. F F (133& TRUSS (133) (160) z =t_ STU 8"- I'll 160) :r SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 1s 4-8d 2-ad 8-ed 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND uc PROPER INSTALLATION PROCEDURES UTL DESIGN ASSOCIATES_ residential & commercial design a consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° ° FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTB'x12 DIMENSIONS P0.Box 1615 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / • ° ° phone: (631)433-9084 MODEL GA AVG 2 REF. PLATES p INTO •° •• ° Southold,New York 11971 E Mail: ssbn654@optonline,net No. MAX. TEAR ULT. LFTA LFTA WIDTH PAN L QTY DIA 12° 2" 22" 3" 32" 1}„ 2" 22" 3" 3}„ EIGHT °°° • •° NAIL 16-10d 4200 1205 1400 5, 44, 85 STUD INTO S P 4 Kehl Design Associates,LLC a formerly D A K Associates,LLC IN /' //�/' J//w/x//,7"':1 , LFTA 16 2I" 17" 3gJ" — OWNERSHIP & USE OF DOCUMENIS: 2 DOUG—FIR LARCH / SO. PINE o FASTENERS ALLOWABLE UPLIFT LOADS °o These drawings and specifications including the MODEL L AVG 10d 10d x 12" CODE NO. ULT. REF. LFTA L S ideas, design and arrangements represented T A 21 °o 10d 10d x 14" (133 / 160) (133) (160) therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o 1-oo. Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-1od x 12" 3116 l000 s4o loo0 3, a1, 12s °° HGA10 with any work or project other than for which o they have been prepared without written consent. MTS20 20 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ARTR'x12 ° DETAIL "I�" LST20 2p 12-10d 12-10d x 12' 2383 775 720 720 3, 41 G"W- DETAIL, "E" °° STU 8 — COUPLER NUT DOUG-FIR-LARCH Equal number Of o° SIMPSON TYPE OF DIRECTION S0. PINE CODE specified nall5 In TAKE-UP WASHER CONNEC- OF LOAD ALLOWABLE LOADS REF. MODEL FLOOR ROOF (133/ N0. TION (100) (125) 160 each end I•: Simpson Strong-Tie L—JH 515 645 670 S16 ARTg"x12 LTP4 5 515 645 670 6, 39, 97 TAIL "H" 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''9(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE STUD MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIAs e DESIGN LOAD DESIGN gyp° GA GA WHEN RAISED OFF QTY DIA 12•' 2" 22" 3" 32" 52" LOAD THE SILL PLATE o a 0 HD2A 1612 4{6" 22" 2J" 8" 2f" J" 1115" 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ' 0 0 DEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MOAVG W L STUD PLATE ULT. (133)2 OF / SP (16 0)2 RODE N D SP4 3A" 71" -10d x 12" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. CA WL NAILS FLOOR (133) 0 (160) REF. °o loo WORK NOTES: LSTA21 20 11" 1 21 -1 d 905 1 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 1000) (133) (160) REF. Simpson Strong-Tie STU 5" MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 8 MNOEL TOTAL END FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING RODE HD2A TAKE-OUP WASHER (LENGTH L GA CUT LENGTH (TOTAL) 100 133 160 2 OC. INOT FOR OF ROLL ( ) ( / ) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS16 150' 14" 16 CLEAR SPAN +31" " 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DN. G—FIR AR H PIN AL OWABL LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "�11 NO. GA w H B 1HOdEADERsd JOISTS AVG UPLIFT FLOOR 100SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES ULT. (133)(160) 10d 16d 10d 16d lOd 16d REF. ALL LIABILITIES ON THE CONTRACTOR. „ „ CNW- CERTIFIED BY A LUS46 18 34" 1 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL I HUS210-2 14 3d" 9i� 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG—FIR AR H N WA A ARTB'x12 FASTENERS UPLIFT UPLIFT LATERAL CODE STU 8"— SIMPSON ENGINEER MODEL AVG (133/160) REF. NO. GA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 N HGAIOKT 14 4-SDSJ"x12" 4-SDSJ"x3" 1523 435 1 435 1165 940 1 USE A MINIMUM OF TWO 8d NAILS THIS CNW- SIDE OF TRUSS, COUPLER NUT S P 4 TOTAL FOUR /. ® SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS MTS16 STU R INTO TRUSS SIDE OF TRUSS, MTS16 LSTA21 SIMPSON I " ANCHOR BOLTS TOTAL FOUR /. HD2A TAKE—UP Strong-Tie TAKE—UP WASHER • 8d NAILS L S T A 21 o 1-61111 INTO TRUSS HUS 210-2 L C)"I%,0,-wj'h me TWO FI AIL ° oo T �i 57875 TO PLATES °po E15HT TWO o f o I a 8d NAIL Td NAIL INTO INTO DETAIL "A" STUD Simpson Strong—Tie PLATES °po ® NORTH ROAD H7 EIGHT • OUTHOLD, NY, 11971 IN NAIL ®TO DETAIL D DETAIL G „DETAIL J„ STUD Simpson Strong-Tie LFTA H7 Simpson Strong-Tie „ „ ° DETAIL L SCTM: # 044-02-08 LFTA ROD SYSTEM LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS DRAWING TITLE: IILSTA30 3” THROUGH ROOF •° ° ' THROUGH ROOF I 3" THROUGH ROOF BP 3 SIMPSON WINDLOAD 2nd FLOOR 2nd FLOOR RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ROOF 3" 2" ROOF 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 3 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft, CHARTS & CALCULATIONS 1'-0" DEEP POOL x 8' DIA. = 42,25 cu.ft. per vertical ft. / STRONG-TIE DETAILS MASTER BATHROOM 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 2 ROOF AREA = 1301 sq/ft / ROOF DRAINAGE 3 2 2 3 2 CALCULATIONS AND I'• 1 FLOOR 7 2nd FLOOR LTP4 2 2 2 2" 2 2 V = A x R x c PLUMBING RISER DIAGRAM • 3" " ' .. .. ' I 3 3' A = 1301 sq/ft L 3' 3 R = 2" RAINFALL = .17 ft TP4 LTP4 KMER WSTER BATHROOM C = COEFF. = 1.0 I 2,. NOTES: 3'2•• 2., DETAIL "C" z'Dv V = 1301 X 1 X .166667 = 217 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 t FLOOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE s PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie c.o 2•• 2 ' 217 / 42.25 VERTICAL FT. / FT = 5.14 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "Btt Floor-t o-Floor Connections Ridge Strapping 3 3 3 ADESIGN IPROFFESSI ONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail 2' E OVE GRADE F.A. SENT 6 USE (2) S DIA. POOL 3-O" DEEP = 6 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C,O,� 3'• AB Simpson Strong-Tie QV C.OJ 32•• OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections TO SCWA APPROVED SEWERAGE SYSTEM 217 / 22.3 VERTICAL FT. / FT = 9.73 SEAL: DATE: USE (4) 6' DIA. POOL 3' DEEP = 12 V.F. JANUARY 26, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT No: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ." �0°R POOLS TO BE PLACED ON OPPOSITE SIDE OF r = : , � 1084-2021 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, �+. - '�., DRAWN BY: NO SUBSTITUTI❑NS HOUSE AND/OR LEADERS TO BE PIPED TO �ti , `�' `�' ''� INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED / Al,( framing hardware shown on these plans, BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODEPOOLS unless otherwise indicated, Is Simpson Strong-Tie SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF (1/2 OF THE ROOF TO DRAIN TO EACH C CKED BY: OF 20 FEET FROM SEPTIC Y MAINTAIN MIN PLUMBING RISER DIAGRAM (NTS) POOL LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES , . No substitutions are approved or authorized, Due to the relationships of framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. NOTE: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . 1' -=-.r s 40 M NUMBER: �. the other components of the structure, any f yarning R301.1.1 ALTERNATE PROVISIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE hardware substitutions will render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA p1C8�r. `L� G2 null and void, and will result in the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE I �t4� assuming respons'bility for the design and STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DO6 NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. ® 91bDFSIGN•ASSOMTES, uc In/m/ KEHL DESIGN ASSOCIATES �<c PP,OVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN residential 8, commercial design . consulting ACCORDANCE WITH THE ACCORDANCE WITH THE 20'0 RESIDENTIAL CODES 2020 RESIDENTIAL CODES OF NEW YORK STATE. OF NEW YORK STATE. P0.Boz 1615 phone: (631]433-9084 Southold,New York 11911 E-Mail: ssbn654Qoptonline,net NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITIOfJ INSURE LOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC o formerly D A K Associates,LLC HOUSE, HOUSE. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ALL HEADERS ARE TO BEALL HEADERS ARE TO BE ideas, design and arrangements represented 1-0' 3 ,, therein, are the property of KEHL DESIGN (2)lia"X 9%" LVL UNLESS 4�_0• ._8.. (2)1/X 9/" LVI. UNLESS P P Y THERWSE fIOTED ASSOCIATES, LLC. No art thereof shall be C OTHERWISE NOTED copied, disclosed to others or used in connection with any work or project other than for which EL VERIFY ALL DIMENSIOfdS F E D C B they have been prepared without written consent. WALLS OF NEW ADDITIDN1 NOTE: VERIFY ALL DIhdEN DITTOP WITH WALLS IN HOUSE. ( IONS INSURE WALLS OF NEW ADDITION ' ' LINE-UP WITH WALLS IN HOUSE. REV: I 12-27-19 , I I Step I NOTE PROVIDE FIRE BREAKS I Step I ' ; NOT: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 RESIDENTIAL Step , , I THE 2020 RESIDENTIAL CODES OF ; Line of Window 82yUnits Above CODES OF NEW YORK STATE. Line of Window Bay Units Above I NEW YORK STATE. Line ee of Window Bay Units Above — / \ Platform Above '( Bilco Door o 11'-1 V2 30'— T2 3" Zip Column 3" Zip Column ' 3" Zip Column 4x 4 GLLr z4 ' 0 0 6 0 0 0 0 o co co` D `o cn co Ci Ci 4'-10" —8' 6"ACQ _ (3)2x10 Girder 'o _ 6"ACD i 6"ACO A-' (3)2x12 Girder 6"ACQI I Post � � Post � � o o Chimney N Post o o Post B AWORK NOTES: oo oo oo Ol 18 3J/2 Ne 2'-0"x 2'-0"x 1'-0" 0 onc. Footings with (4)#4Rebar E.W. 2' 0' New 2x8 Wall New 2x8 Wall '-8+ N x ° Flash Gird r NOT FO R BP BP xisfing Footings Existing Footings BOVE 3)2x10 Flush Girder Existing •o ABO/E (310 Flush Girder o- 32210 Flush Girder CONSTRUCTION FootingF, BP BP ` ABOVE VbUVL -s�' r-n12" -o' F -o' r-s' I o USE UNLESS cm CERTIFIED BY m 2111111 'III ¢III N o III -N 'iPROFESSIONAL P - E� � _ a A ENGINEER F ' I 5 � c cc 152 liO cQ N " I II II I ��II I N �III m I 111 3 3 3 co I j �'� I � a3i O_ Z d I I BP BP BP BP BP BP • AHOVL ABOVL ABOVE ABOVL A135_\/E ABOVE PROJECT: LOIS I I I I 0 I o I 3 O � I IElm,%t E S I fflu"' E N E F E D CB A I 1 . 57875 21'-IOY," , ,' o• 20'-5;' NORTH ROAD 3'-8%" 9'-4" SOUTHOLD, NY, 11971 SCTM: # 044-02-08 DRAWINIG TITLE: EXISTING FOUNDATION PLAN- EXISTING Scale:1^_ V-0" FOUNDATION PLAN Existing Structure NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE New Structure DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: JANUARY 26, 2021 �µ PROJECT NO: 1084-2021 ���• ,::� DRAWN BY: y O� 4 BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE rr.r i © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE _- �. SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND �� �r PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFi'I :. " a CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `�, � p�,,�. ���' A1 01 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) p Y q 0116DESIGN•ASSOMMS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 0111,WA/z ////// KEHL DESIGN ASSOCIATES �c PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN residential 8, commercial design . consulting ACCORDANCE WITH THE ACCORDANCE WITH THE 2020 RESIDENTIAL CODES E - 20 RESIDENTIAL CODES OF NEW YORK STATE. OF NEW YORK STATE, P0,Boz 1675 phone: (631)433-9084 NOTE: VERIFY ALL DIMENSIONS TO Southold,New York 11971 E-Mail: ssbn654@opfonline.nel INSURE FLOORS OF NEW ADDITION 53'-034 NlSUREVFLOORS OFIFY ALL DNEW ADDITION ALINE IMTH FLOORS PJ EXISTIPG " ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC o formerly D A K Associates,��C HOUSE. HOUSE OWNIERSHIP & USE OF DOCUMENTS: � -2� '- 11-4 4° ' '-6,e -� ' These drawings and specifications including the ALL HEADERS ARE TO BE I I ALL HEADERS ARE TO BE ideas, design and arrangements represented 3° therein, are the property of KEHL DESIGN (2)1%"X 9Y" LVL UNLESS , , (2)14 X 9/" LVL UNLESS P P Y OTHERWISE NOTED ASSOCIATES, LLC. No part thereof shall be OTHERWISE NOTED i copied, disclosed to others or used in connection ' with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS I F I E I D C I I g they have been prepared without written consent. 1 NOTE: VERIFY ALL DIMENSIONS 1 INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITI9N I � � ; I LINE-UP WITH WALLS IN HOU`E. LINE-UPWITH WALLS IN HOUSE. REV: I I 12-27-19 ' I I NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS , AS PER AS PER I THE 2020 RESIDENTIAL THE 2020 RESIDENTIAL I I CODES OFEX. DHP48410 NEW YORK STATE. — - - - - — - - - - — - - - - — - - - - - - - - - — - - - - - - - - - — - - - - — - - - - - - - - - — - EX, JP56310- - - - - - - - - - - - 1 - - - - CODES OF � - - - -,�o Fa- - - - - - - - - - �- - - - - - - - - - - - - - - - -,- - - - - - - - NEW YORK STATE. - - - - - - - - - - - - - - - - --~ - - - - - - - - - - - - - - , I EX. 20310 EX. 20310 F� 20 gyp" �Q� I ti ` �srQ�o I i � EX. PS5068 I I -10 4" T-91Ys" 3'-1•� -9%" 8'-7" 9'-6%6' 3'-1QY" CD M 4r I O I I X 1 W Dining Kitchen X Living Room � N A Room 2 i I WORK NOTES: W i I O I Mi C:� I I T - - - - N o I Li 22'-11 • I o 4 o I -I y4' -5" N 3-7Y° EX. 2842 EX. 2842 NOT FOR - - - - - - - - - - - - - - EX. 3068 I (2)1,x 268 dr I CONSTRUCTION 0 USE UNLESS ' 02" Hall (2)14"x 92" LVL Hdr. N Hall , CERTIFIED BY A of � � I N PROFESSIONAL 03 ¢I�� �, I 2068 QII� �' — X A ENGINEER — - - - - - - - - - - - - - - - - - - - - - - - — Bedroom CDo Bedroom N - - - - JI o' (�,' 11" 4 BP o Bath ` BP ro N x BP ` Bedroom BP '..BOV _, X � OVE _ N BOVE N Al!p I W I ABODE 3._ �_ Room �' L m z _. �x 12Foyer . o 13'-0• z 10 C L v� I -�. 10'-3° N 2 C` ( 4y" - - - - - — - - - - - - - - - - - - - - ; - - - - - - - - - - PROJECT: EX. 2842 EX. 2842 EX. 2 42 EX. 3068 EX. 2642 o ' LOIS ° o 0 QI I , , Q I I , I O OI O O O , - - - - — - - - - — - - - - 1 0 0 R E S I Dip E N C" E I Cn F E ° G B4> 57875 NORTH ROAD SOUTHOLD, NY, 11971 I � I i SCTM: # 044-02-08 DRAWING TITLE: '-4" 12'-11Y" " 7'-1� '-6" � i7'-5Y4' y4" 9'-4" 3'-0Y4• EXISTING FIRST FLOOR PLAN EXISTING FIRST FLUOR PLAN_ NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Scale:4�_ i�-0� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND AND BE SOLEYFIT. THE Existing Structure DESIGN PROFFESSIONALDONS ASSUMIEES NO LIABILITY FOR ROMMIOSIIONSLDUE TO ULNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New Structure SEAL: DATE: JANUARY 26, 2021 PROJECT NO: �....•", Wit"! 1084-2021 DRAWN BY: BDK d M CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATEs tia © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ASE ; t / SHEETUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD–RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF —_ =` Al 02 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM TH4 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �► R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD–FORMED STEEL FRAMING – PRESCRIPTIVE METHOD FOR ONE–AND TWO FAMILY DWELLINGS (AISI–S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHbDESIGN•ASSOMTES,1w 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICANE STRAPPING IN KEHL DESIGN ASSOCIATES, Lw PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE residential & commercial design . consulting ACCORDANCE WITH THE 2020 RESIDENTIAL CODES O 0 RESIDENTIAL CODES F NEW YORK STATE. OF NEW YORK STATE. P0.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nel NOTE: VERIFY ALL DIMENSIONS TO Il TE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC e formedy D A K Associates,LLC ALINE WITH FLOORS IN EXISTING HOUSE. HOUSE. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE ideas, design and arrangements represented (2)13/"X 9Y" LVL UNLESS 4._4. (2)1%"X 9Y" LVL UNLESS therein, are the property of KEHL DESIGN OTHERWISE NOTED OTHERWISE NOTED ASSOCIATES, L.L.C. No part thereof shall be 23'-9" " copied, disclosed to others or used in connection 20-7with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS D C BNOTE: VERIFY ALL DIMENSIONS they have been prepared without written consent. IIISURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. I F E I I LINE-UP WITH WALLS IN HOUSE. REV: 12-27-19 I � I , I I I NOTE: PROVIDE FIRE BREAKS ' ' NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 RESIDENTIAL ( ( I THE 2020 RESIDENTIAL CODES OF ' ' CODES OF NEW YORK STATE. NEW YORK STATE. EX. 3052 EX. 52 I EX. 3 2 EX. S2 I �r 20'-7Y" 22 CD 0 N V LnO � I X w � o - - - - - - - - - - - - - - - - - N N I ❑ WORK NOTES: C IC> A w o I El QD — I CD - O I � � Y" NOT FOR 1'-6916" 2 N CONSTRUCTION _ 3- ' Valle USE UNLESS°�°� a - - - - - - XM o w CERTIFIED BY Li 2468 O PROFESSIONAL M M RidgeA ENGINEER Ridge I o IN I 4,"2 g'-� 10'-9Y" I I - - - - T - - - - - - - PROJECT: EX. 14281LOIS EX. A281 �a R E S I 1 I Ou"' E IN Al" E F I E D I B A 57875 NORTH ROAD - ;" -,Y," 22-°' -2 SOUTHOLD, NY, 11971 4'-4' SCTM: # 044-02-08 DRAWING TITLE: EXISTING SECOND FLOOR PLAN- 111= 11-owScale:= EXISTING SECOND FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Existing FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Structure DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New Structure SEAL: DATE: JANUARY 26, 2021 PROJECT NO: fins,0 ' W, 1084-2021 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Y-" —a-, r•; S,�:IE-N NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT i3 LOADS _ ., LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A � COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al O� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r,Y ' " �; PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHbDESIGN•ASS0CIA13,ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. AM r 7 . /r F, i KEHL DESIGN ASSOCIATES roc PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN residential & commercial design . consulting ACCORDANCE WITH THE 2020 RESIDENTIAL CODES ACCORDANCE WITH THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. OF NEW YORK STATE, P0.Boz 1675 phone, (631�433-9084 Southold,New York 11911 E-Mail; ssbn654Qoptonline.nef NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC e formerly D A K Associates,LLC INSURE FLOORS OF NEW AD N ALINE WITH FLOORS IPI EXISTING /l/J%� ��%110%% HOUSE. HOUSE. JWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ALL HEADERS 4RE TO BE ALL HEADERS ARE TO BE ideas, design and arrangements represented (2)13/"X 9%" LVL UNLESS therein, are the property of KEHL DESIGN (2)13/"X 9%" LVL UNLESS 4-4" ASSOCIATES, LLC. No part thereof shall be OTHERWISE NOTED OTHERWISE NOTED copied, disclosed to others or used in connection 23'-4" 21 O" with any work or project other than for which they have been prepared without written consent. NOTE: VERIFY ALL DIMENSIONS 12-3N NOTE: VERIFY ALL DIMENSIONS INSURE WALLS 0- NEW ADDITION LINE-UP WITH W4LLS IN HOUSE. INSURE WALL F NEW ADDITION LINE-UP WITH WALLS IN HOUSE. REV: 12-27-19 NOTE: PROVIDE FIRE BREAKS ' 1 ' 1 ' NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 RESIDENTIAL I I I THE 2020 RESIDENTIAL CODES OF ' CODES OF ' NEW YORK STATE. NEW YORK STATE. � � ' EX. 3052 EX. 3052 I EX. 3052 EX. 3052 - - - - - - - 3Z' 2 0 3 In 0 0 m I I 00 N I, cc � I O O _ _ w Master BedroomL Living Room Below `v N WORK NOTES: C, A X Li In 0 a T m W CO 1� NOT FOR 2868 T.O.O o CONSTRUCTION N CL o — _ — USE UNLESS �C`j �-7� CERTIFIED BY A N 1 2668 SHELFO • I �3' 2>z PROFESSIONAL . 3 5 •�) A ENGINEER I Master Bath � � , �" V �" ° (2)14"x11$" LVL Hdr Bath (2)14"x11 g" LVt Hdr Loft t — — — — — — o I -� Toilet Centerline o m 9 i � =118' � 13'-0' Face of Ca inet 6'-1 CABINET TOWELCABINET i \ - - - ---- - - - - PROJECT: T i 2636 2636 2636 2636 Windows set @ 5'-10" FF_ — — — — — — —Wi�gw�e �10�F` — — — - -- 7 - — - - - - - - - - - - -I- - � –}� I I I I I I I LOIS R E S I ru" El"Mm C E F E D G I B, A l 57875 NORTH ROAD SOUTHOLD, NY, 11971 4'-4° SCTM: # 044-02-08 DRAWING TITLE: NEW SECOND FLOOR PLAN_ S cale: '-4"= 1'-o" NEW SECOND FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Existing Structure DESIGN PROFFESS10NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New Structure SEAL: DATE: JANUARY 26, 2021 PROJECT NO: ,,� 1084-2021 NEB,► '�. DRAWN BY: a S�Q. -s, �V v BDK ,,,.. t+p, ^� CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE f © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A f ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ' COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ��� 05168 Al 04 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. \ SMSSa���1 R301.1.1 ALTERNATE PROVISIONS11 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the outhorizoti 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 4 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KM1MN-AMATES,rC agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I L To KEHL DESIGN ASSOCIATES roc PROVIDEHURRICANE TRAPPIIIG IN residential & commercial design . consulting PROVIDE HURRICANE STRAPPING IN 9 g ACCORDANCE WITH THE ACCORDANCE WITH THE 2020 RESIDENTIAL CODES 202C RESIDENTIAL CODES OF NEW YORK STATE. OF NEW YORK STATE. P0.IBox 1675 phone; (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@opfonline.nef NOTE: VERIFY ALL DIMENSIONS TO VERIFY ALL DIMENSIONS TO INSURE Ft00RS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC o formerly D A K Associates,LLC ALINE WITH FLOORS IN EXISTING HOUSE. HOUSE. OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ALL HEADERS ARE TO BE ideas, design and arrangements represented ALL HEADERS ARE TO BE (2)13/"X 9%" LVL UNLESS therein, are the property of KEHL DESIGN (2)$'k 9Y2" LVL UNLESS 44'-4" OTHERWISE NOTED ASSOCIATES, LLC. No part thereof shall be OTHERWISE NOTED copied, disclosed to others or used in connection 23'4 21'-0" with any work or project other than for which they have been prepared without written consent. NOTE: VERIFY ALL DIMENSIONS N VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. REV: F E D C g 12-27-19 NOTE: PROVIDE FIRE BREAKS 1 1 1 NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 RESIDENTIAL THE 2020 RESIDENTIAL CODES OF CODES OF NEW YORK STATE. NEW YORK STATE. EX. 3052 EX. 52 EX. 3 2 EX. 3052 Master Bedroom Liviing Room Below WORK NO I ES: t NOT FOR Li CONSTRUCTION Line of Old Ridge USE UNLESS z � CERTIFIED BY A rei r � �- ��— PROFESSIONAL �ath ENGINEER Master Loft Line of Inferior Clerestory Wall J� kg'y =1 x1 LVL—Hf — — — — 1 Idr — — 0 Line of Exierior Clerestory Wall—/ o o =o Line of Exterior Clerestory Foscial -] PROJECT: 2636 2636 AVv 251 2636 2636 Windows set @ 5'-10"AFF. - LOIS "K"' E S 111")" E 1h,MI'mo 'to 0;` E F E ° CI B A 57875 NORTH ROAD 3'-8 4. , �. ,I 31'-4' SOUTHOLD, NY, 11971 4'-4" SCTM: # 044-02-08 DRAWING TITLE: NEW ROOF PLAN_ 4 SCaI@: "= 1'-0" NEW ROOF PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE Existing Structure DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. New Structure SEAL: DATE: JANUARY 26, 2021 PROJECT NO: 1084-2021 DRAWN BY: f , BDK S^t CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � �'�"� © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE , ;,► :���.'f' IET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 6 t . CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THES Al 05 C -�U PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. = ., i ES R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN-00 MATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ��✓��;�l/ ,ice/� `!�: "Uri��G�%�/�j'�� ,% F1 E TF -- I I Imo'!��� KEHL DESIGN ASSOCIATES �,c PROVIDE HURRICANE STRAPPING IN residential & commercial design " consulting ACCORDANCE WITH THE 2020 RESIDENTIAL CODES AW S1 A]251 A 51 AW 51 OF NEW YORK STATE. I LLLLIJ PO.Box 1675 phone: (631)433-9084 I I I -_-TTF7T-TFTFTF_TF­T_­ I i I Ri ,i ii Fff Southold,New York 11971 E-Mail: ssbn654@opfonline,nei N111 11 I AW 51 11 1 NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ® ALINE WITH FLOORS IN EXISTING Kehl Design Associates,LLC o formerly D A K Associates,LLC HOUSE. �L�� __ OWNIERSHIP & USE OF DOCUMENTS: These drawings and specifications including the LLU �I ALL HEADERS ARE TO BE ideas, design and arrangements represented LLLLLL1LiLU (2)13/"X 9%' LVL UNLESS CIX14L In 2636 2636 therein, are the property of KEHL DESIGN 2636 2636 be — OTHERWISE NOTED cop edS dASOisclosed Lto oNo pat thereon con usedslnection with any work or project other than for which I they have been prepared without written consent. NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION Li 11 I� LINE-UP WITH WALLS IN HOUSE. REV: 11 E]LiLiiLLLLLLLLLLiLL1 12-27-19 NOTE: PROVIDE FIRE BREAKS AS PER II�1L� IIIA III I Ll THE 2020 RESIDENTIAL �J L IL I CODES OF JLLIA NEW YORK STATE. I LLLLt LiLLLIW LA I 11 1 SOUTH ELEVATION- EAST ELEVATION -WORK NOTES: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER l l ii�ii l l 1 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODES PROJECT: I OF NEW YORK STATE. d T 11 IT L NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING II LLUHOUSE, IT 11 1111 11 11 1 It S I U rm Nku k; t I ALL HEADERS ARE TO BE 57875 (2)1�/a"X 9%" LVL UNLESS ff 11 1111 11 Id LL==J OTHERWISE NOTED NORTH ROAD lei Lal H I1 u��l 1111 11 1u SOUTHOLD, NY, 11971 ll NOTE: VERIFY ALL DIMENSIONS1 11 11INSURE WALLS OF NEW ADDITION _ LINE-UP IMTH WALLS IN HOUSE. SCTM: # 044-02-08 JE DRAWING TITLE: 1111 iL1i _1J NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL --- CODES OF - - ELEVATIONS NEW YORK STATE. AS NOTED i NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NORTH ELEVATION- WEST ELEVATION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" JANUARY 26, 2021 PROJECT NO: D084-2021 RAWN BY: Co', ,� BDK ,., O • CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS A� SHEET NUMBER: j�F A A SNOW LOADS, WIND IV LOADS ROOF LOADS FLOOD LOADS, S 0 L R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE � PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT '�� --'�`" �" ' �•• LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM TI-EIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM E �O 6&"� � 001 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. V•. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: Or USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) Awc WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, FEMA, etc. Verify all conditions, codes, and requirements with such �EIIrDPSIGN•ASSOCIATES uc construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior DEC,C, Hurricane Strapping Hurricane Strapping -8u�a•�( Rid9eVenfRid e Vent s % � 2X12 Rafters g/ M/10/a 2X12 Railer / 2X8 Rafters 2X8 Rafters r 213"z5" LVL Har %`. � . \ _ _.EJf1 1° CDX Roof Sheathing O 4 z Ice and Wafer Shetld z CDX Roof Sheathing 2 9 "� Ice and Water Sheild GAF Architectuol Roof Shingles (2)14"x5" LVL Hdr GAF Architectuol Roof Shingles �I Hurricane Stropping • _ • —10'-7 14'-0" -10'-7Y4 14 0 Hurricane Stra in 0 �"'_ 14"x14" LVL Rafter Beam Existing (2)14"x118" LVL Hdr 14'1x14" LVL Rafter Beam Existing 3„ 7„ l>Li�DESIGN ASSOCIATES l4"x16" LVL Rafter Beam R-30 r la x16" LVL Rafter Beam R-30 (2)14 x118 LVL Hdr PROVIDE HURRICANE STRAPPING IN 13"x18" LVL Rafter Beam 11_0•� 14"x18" LVL Rafter Beam Insulation residential & commercial design . consulting 4 Insulation ACCORDANCE WITH THE 2020 RESIDENTIAL CODES I ( ) 214"x14" LVL Hdr .-T 2X8 Rafters l^ 1^ (2)226 Top Plate OF NEW YORK STATE. I Cut to Proper Height �— 4'CDX P,00f Sheathing 2 1,x92 LVL Raised Header Ice and Water Sheild I �1'—O"� P0,BoX 1675 phone: (631]433-9084 Hurricane Strapping GAF Architectual Roof Shingles I Southolcl,NewYork 11971 E-Mail: ssbn654@optonline•nef NOTE: VERIFY ALL DIMENSIONS TO Ridge Vent I New Hurricane Stropping CX14L �} Existing (2)2x4 Top Plate INSURE FLOORS OF NEW ADDITION 2X10 Ridge Loft R-30 I / lKlhl�n Associates, L/toje�/7//Associates,J�/� ALINE WITH FLOORS IN EXISTING I ^ Insulation 1x6 Azek Fascia's � i /"" / �1'-0 I athro New R-21 Insulation HOUSE. / \ I / ' OWNEkSHIP & USL OF DOCUMENIS: 12" Vinyl Vented Soffits (Match Existing) r New R-21 Insulation I T 2Exterior Sheathing Grace House Wrap or Equal These drawings and specifications including the ALL HEADERS ARE TO BE /�%/ \\\\ 2X8 Rafters I / / \ \ 5�' I I 5 ideas, design and arrangements represented / ��/ \ \�— CDX Roof Sheathing I / \ \ I I I Match Existing Siding therein, are the property of KEHL DESIGN (2)13/"X 9%" LVL UNLESS / / \ ��— Ice and Water Sheild I I I 2x6 Exterior Studs ASSOCIATES, LLC. No part thereof shall be / �C�-GAF Architectuol Roof Shingles I / / 3^ \ \ OTHERWISE NOTED / \ / / (2)14 x14" LVL Raised Heade \ 2x6 Shoe copied, disclosed to others or used in connection \ Hurricane Strapping / 2x6 Cedin Joist 16 oc. (2)2x4 Top Plate 214'x7' LVL Under Wall Above Sistered To Joist Above (2)2x4 Top Plate 214"x74 LVL Under Wall 2x8 floor Joist 16"oc. with any work or project other than for which they have been prepared without written consent. 1x6 Azek Fascia's 2x8 Floor Joist 16"oc. 1x6 Azek Fascia's NOTE: VERIFY ALL DIMENSIONS Existing R-30 Insulation — — — — — � INSURE WALLS OF NEW ADDITI)N 12" Vinyl Vented Soffits (Match Existing) 12" Vinyl Vented Soffits (Match Existing) LINE-UP WITH WALLS IN HOUSE. ( I Exterior Sheathing + '" Exterior SheathingREV: Exterior Sheathing I I 12'-7Y" 9 F- — — -� 3'-534" 3'-7" Grace House Wrap or Equal Existing R-11 Insulation Grace House Wrap or Equal I I Croce House Wrap or Equal 12-27-19 Bedroom Match Existing Siding Living Room I I Match Existing Siding Living Room I Hall I ACL Shower 9 g NOTE: PROVIDE FIRE BREAKS I CL I Match Existing Siding AS PER TTV THE 2020 RESIDENTIAL Existing R-11 Insulation " 13'-0 3'-1" 7'-4Y 2 V2 13'- 3-1 7'- 4" CODES OF 2I I 2 I I NEW YORK STATE. I I I I g" CDX Subfloor 2x4 Shoe 2x4 Shoe 2x4 Shoe 2x8 Floor Joist 16"oc. 2x8 Boz Beam 2x8 Floor Joist 16"oc. 2x8 Floor Joist 16"oc. 2x8 Box Beam 2x8 Floor Joist 16"oc, 213"x9'" LVL Under Wall 2x8 Floor Joist 16"oc• 2x8 Box Beam 2x6 ACO Sill 4x4 Girder R-19 Insulation 2x6 ACO Sill R-19 Insulation R-19 Insulation 2x6 ACO Sill R-19 Insulation (3)2x10 Girder Existing R-19 Insulation 8" CMU Foundation i (3)2x10 Girder Provide Solid Blocking 8" CMU Foundation 8" CMU Foundation 3" Zip Column Basement Damp Proofing 3" Cement Filled I Damp Proofing e 32" Cement Filled New 2x8 Wall Damp Proofing Basement Steel Column.— i Basement Basement Steel Column. Basement I 4" PC. Slab 2z Ke a I 2x Keyway 2x Keyway Yw Y 16"x 8" Conc. Footing 16"x 8" Conc. Footing 16°z 8" Conc. Fooling WORK NOTES: Min. 3'-0" Below Final Min. S-0" Below Final Min. 3'-0" Below Final Grade. Grade, Grade, B CROSS SECTION_ rA-- CROSS SECTION CROSS SECTION C SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 301 SCALE: 1/4"= 1'-0" NOTFOR 301301 CONSTRUCTION USE UNLESS Hurricane Strapping Hurricane Strapping Hurricane Strapping CERTIFIED BY A Ridge Vent Ridge Vent 1'-0"1 Ridge Vent 8'%s" PROFESSIONAL 2X12 Rafters -g�16" 2X r Rafters •� F- 2X2X12 Rafters 2X8 Rafters " 2X8 Rafters 2X8 Rafters (2)14" 1 x5�" LVL Hdr CDX Roof Sheathing (2)14 651' LVL Hdr " CDX Roof Sheathing ENGINEER CDX Roof Sheathing Ice and Water Sheild Ice and Water Sheild Ice and Water Sheild GAF Architectual Roof Shingles GAF Architectual Roof Shin les 2 13"x5LVL Hdr GAF Architectuol Roof Shingles 14'_0" 10-7 a g 4 2 Hurricane Stra in 3 Hurricane trapping 1 0-1 (2)14"x74° LVL Rafter 14'-0" 10'-7/" �^ 5Y" -10ris 3,. '1' LVL cad Raft m -10 lb s y„ z„ la"x14" LVL Rafter Beam 1 x14" LVL Rafter Beam "� O _ 4 ( ) 4 3 14 x1 LVL End Rafters 1 14 2118 LVL End Rafter 13"x16" LVL Rafter Beam Existing, IJ"x16" LVL Rafter Beam Existing 214"x11 ` LVL Hdr �1-a'( PP 9 308 O 4 8 14"x18" LVL Rafter Beam R-3D 2 (2)14"x118" LVL Hdr 1 l4 x18" LVL Rafter Beam R-30 O 8 2 1 "xl " LVL Hdr Insulation Insulation ( In 3.. t" (2)2x6 Top Plate (2)14"x14" LVL Hdr — (2)2x6 Top Plate \ (2)2x6 Top Plate I (2)14 x92 LVL Raised H oder Cut to Proper Height 1 \ (2)14"x14" LVL Gable Te -T (1)14"x74" LVL Rafter (2)14"x118' LVL End Rafters PROJECT: 1x6 Azek Rake 1tYs 1x6 Azek Rake \ \ 12" Vinyl Vented Soffits (Match Existing) Master 12" Vinyl Vented Soffits (Match Existing) Master a\\� r� i o4 ii ii ate Master a New R-21 Insulation °O New R-21 Insulation , \ \_ o New R-21 Insulation r ," LOIS Exterior Sheathing Bedroom Hall g Exterior Sheathing Bed oom Door gathrV \ p Exterior Sheathing Master at ro �" g Bathroom " Grace House Wrap or Equal Grace House Wrap or Equal \\ 7 Grace House Wrap or Equal z" Ll I \i Match Existing Siding Bathroom ( I I —Match Existing Siding Match Existing Siding \ \ z 9 9 I I I 2x6 Exterior Studs � 1 2x6 Shoe Studs � 1 \ 2x6 Exterior Studs "Kw* E S EDE P t m C E 11 11 1 2x6 Shoe 2x6 Shoe gable 2 14'x74" LVL Under Wall (2)2x4 Top Plate 2x8 Floor Joist 16"oc. 2)14 x74 LVL Under Wall (2)2x4 Top Plate 2x8 Floor Joist 16"oc (2)14"x74" LVL Under Wall \ (2)2x4 Top Plate 57875 \\ 1x6 Azek Fascia's \\ 12 1x6 Azek Fascia's 1x6 Azek Fascia's Truss NORTH ROAD — — — — � " Vin Vented Soffits Match Existin — — — — — 12' Vin Vented Soffits Match 12" Vinyl Vented Soffits (Match Existing) � � r � � ( 9) � r � � ( Existing) SOUTHOLD, NY, 11971 Exterior Sheathing I I I I " Exterior Sheathing I I I " Exterior Sheathing Stairwell Hall Bedroom Grace House Wrap or Equal Kitchen I Hall I I Bedroom Grace House Wrap or Equal I I I Grace House Wrap or Equal 3, Match Existing Siding 12._OY4a I I I I 11. 9. z Match Existing Siding Kitchen Hall I I Bedroom 7 Match Existing Siding SCTM: # 044-02-08 DRAWING TITLE: I II � II I 2x4 Shoe N 24 Shoe J ( ) 2x4 Shoe CROSS SECTIONS 2x8 Floor Joist 16"oc. (2)14"z9" LVL Under Wall 2x8 Floor Joist 16"oc• 2x8 Box Beam 2x8 Floor Joist 16"oc. (2)14°x98" LVL Under Wall 2x8 Floor Joist 16'oc. 2x8 Box Beam 2x8 Floor Joist 16"oc. 2 14"x9p" LVL Under Wall 2x8 Boz Beam 2x6 ACO Sill Existing R-19 Insulation 2x6 ACQ Sill 2x6 ACO Sill Existin R-19 Insulation Existin R-19 Insulation -ExistingR-19 Insul n (3)2x10 Girder (3)2x10 Girder Existing R-19 Insulation AS NOTED 9 g 8" CMU Foundation (3)2x10 Girder 8" CMU Foundation Existing R-19 Insulation 8" CMJ Foundation (3)2x10 Girder (3)2210 Girder New 2x8 Wall e i„ New 2x8 Wall Dam Proofing 37 Cement Filled Domp Proofing 2 Damp Proofing Basement 3z Cement Filled Basement 31Cement Column. ' Steel Column. p g 6"ACO Steel Column. Basement 6"ACO Basement Post Post NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE A Keyway 2x Keyway 2x Keyway DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Yw Y PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 16"x 8" Conc. Footing 16"2 B" Conc. Footing E 16"x 8" Conc. Footing DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Min. 3'-0" Below Final Min. 3'-D" Below Final Min. 3'-0" Below Final UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Grade. Grade. Grade, FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION D CROSS SECTIONCROSS SECTION SEAL: DATE:JANUARY 26, 2021 PROJECT NO: SCALE: 1/4"= 1'-0" "_ " � '"""" 301SCALE: 1/4 — 1-0 301 SCALE: 1/4"=1'-0" 30 �,� '" % DRAWN BY084-2021 �» S BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ` '± © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE s ._ SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND - PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. w1�� R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS AR. PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 1EIbDESIGN•ASSOMTES,u-c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. r All KEHL DESIGN ASSOCIATES Lw residential & commercial design • consulting P0.Box 1615 phone: X631�433-9084 Southold,New York 11911 E-Mail: ssbn654@optonline,net Kehl DesignAssociates,LLC o formerly D A K Associates,LLC %..`7/777, OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: 14"x14" LVL Rafter Beam 14"x14' LVL Rafter Beam 12-27-19 PROVIDE HURRICANE STRAPPING IN (1)14"x74" LVL Rafter 14"x16" LVL Rafter Beam 13"x16" LVL Rafter Beam PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE (2)14"x11g' LVL End Rafters 14"x18° LVL Rafter Beam 14x18 LVL Rafter Beam ACCORDANCE WITH THE 3.. i„ 2020 RESIDENTIAL CODES (2)1-x11- LVL Hdr (2)1 x11 LVL Hdr _ _ _ _ (2)14 xllg LVL Hdr OF NEW YORK STATE. 2020RESIDENTIAL 3^ i^ — �^ �^ — OF NEW YORK STATE. (2)14"x11 g" LVL Hdr _ _'8 _ _ _ _ _ _ _ 4 8 MOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WTH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE, HOUSE, L ft �� LL HEADERS ARE TO BE Master ; Bath i 7 ALL HEADERS ARE TO BE (2)13/,"X 9Y" LVL UNLESS Bath (2)13a"X 9Y" LVL UNLESS AS OTHERWISE NOTED 7 OTHERWISE NOTED '-1Ye" '-�• 13'-0" r N NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS NSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION WORK NOTES: LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. L NOTE: PROVIDE FIRE BREAKS 0 NOTE: PROVIDE FIRE BREAKS AS PER Hall Bath CLBedroom AS PER THE 2020 RESIDENTIAL 0THE 2020 RESIDENTIAL CODES OF Bedroom Bedroom -_ CODES OF NOT FOR NEW YORK STATE. NEW YORK STATE. ,0'-4y 2'-O• ,0'-�; 3'-7� 2'-,�" -�" 2'-D• ,2-," CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER Basement Basement Basement Basement PROJECT: CROSS sECTI ® N Aa B LOISE S I L' E RI C EM SCALE:1/4" V-0" 0 57875 NORTH ROAD SOUTHOLD, NY, 11971 SCTM: # 044-02-08 DRAWING TITLE: CROSS SECTION AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: JANUARY 26, 2021 PROJECT NO: (� rEi". ,, 1084-2021 DRAWN BY: B D K J *� CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE r— D COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 'y"�''a R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND ''� _-;=LL= T SHEET NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A RI TEN A UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT LE REPRODUCED WITHOU � 1 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 051 .{ CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. (EHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A302 'LANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS �~ AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DUES NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. leptonce of these drawings does not authorize the right to build without the authorization local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) comments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) acies prior to construction. DESIGNASSOCIAIFS,uc