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HomeMy WebLinkAbout41149-Z ��o�gUFFUt,fCOGy Town of Southold 3/29/2017 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38879 Date: 3/29/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1245 August Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-44.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/24/2016 pursuant to which Building Permit No. 41149 dated 11/9/2016 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: SUNROOM AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Giaconelli,Louis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41149 02-21-2017 PLUMBERS CERTIFICATION DATED 0 ut ed Signature o�svEFnc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o r, SOUTHOLD, NY 0 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#: 41149 Date: 11/9/2016 Permission is hereby granted to: Giaconelli, Louis 1245 August Ln Greenport, NY 11944 To: construct additions and alterations to an existing single-family dwelling as applied for. At premises located at: 1245 August Ln, Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-44.21 Pursuant to application dated 10/24/2016 and approved by the Building Inspector. To expire on 5/11/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $464.00 CO -ADDITION TO DWELLING $50.00 Total: $514.00 rnlj Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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. IO i 1 1 fo New Construction: Vol' Old or Pre-existing Building: (check one) Location of Property: I V-/ AL) l)�6 LA N�` 4 2F�0 Pozr House No. �p+Street Hamlet O c� Owner or Owners of Property: �. l's XA C®OBD EA-LX �f4, a I Suffolk County Tax Map No 1000,Section 5-3 Block ®y Lot m l Subdivision l� ��s w ARES Filed Map. SF—emT I Lot: 19 Permit No. Date of Permit. Applicant: �' kr w- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1W,401 Applicanignature - pE SOUK,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 �Q roger.richertatown.southoId.ny.us Southold,NY 11971-0959 Q �yC®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Giaconelli Address:1245 August Lane City,Greenport St: New York Zip: 11944 Building Permit#: 41149 Section: 53 Block 4 Lot. 44.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc. License No: 4141-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors . Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Surf Room Notes: 2- Paddle Fan, 2- 60A Disconnects for Future Air Conditioners Inspector Signature: Date: February 21, 2017 0-Cert Electrical Compliance Formas SOUlyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P ETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) REMARKS: lh 44S . �%A��od CC-?t+ ��OW(4 VIA 10 V=l V/ DATE ��j INSPECTOR � a OF SOUjy�! �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 1w i 0 IL- [ 5 1,44 DATE I I I kl INSPECTOR soo� N O holy comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -aV16 6T -Q/V �i�✓ din k VSJ �t'�. < fovi Ae-,7 CyLk 9,C&14401', 4y- sx-om 40vpl 6R��6m. DATE INSPECTOR pE SOUlyolo l \ 0 I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 'IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE- C INSPECTO OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�'� ELECTRICAL (FINAL) REMARKS: � < . DATE INSPECTOR �OFSOUr9 �o� Olo O�y�OUPli'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PiSULATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) REMARKS. Q ✓ &YVjVlbW-\ ` r DATE �D �' INSPECTOR OE SOUlyolo H O 0 MV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , - FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ECTRICAL (FINAL) REMARKS: � 0 K. , DATE ?J' �' INSPECTOR 14q9 - Delfino Insulation Co. Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION - 10B INFO: L()UrLS ( )VA Cff fZU DATE OF INSTALLATION: II 11-7 1245 AvGV i l.fiJ C)Qa-W�Cwrc Nv� CEILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑{ OPEN CELL FOAM ❑ OPEN CELL FOAM LSI CLOSED CELL FOAM CLOSED CELL FOAM ❑ FIBERGLASS FIBERGLASS 'S Z -21 ❑ CELLULOSE F] CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM FIBERGLASS _'�J� `{l,� ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I JQin my t%ZZ4/[4 certify that the residence referenced above-was-insulated -as per signed proposal by builder/homeowner,and the installation was-conducted in conformance to applicable codes and standards and regulations. DDXU-rH0AVD SIGNATURE MAR 2 2 2017 BUIIMING DEPT. TOWN OF SOUTDOLD FIELD INSPECTION REPORT DATE CO NTS FOUNDATION (1ST) f-o --,Cl 2, V PYA 4, C *pr t� ------------------------------------ C FOUNDATION(2ND) � z W ROUGH FRAMING& y e PLUMBING -� o INSULATION PER N.Y-. STATE ENERGY CODE 1 S tv OIC- 5-m m 'to it' !b 1vt 4ti0— vi d P/L� v� Z4 RAW Rv- aa S✓rvraom . FINAL ySA✓ Ar / 0 - 'g., ADDITIONAL COMMENTS 1 8!q-A 7 Lit % �P LAI Min 00 cJ1 � � d b H r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALT,.., Board of Health NP, SOUTHOLD,NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval N q FAX: (631) 765-9502 i Survey If SoutholdTown.NorthFork.net PERMIT NO. qq Check � Septic Form N A N.Y.S.D.E.C. N A Trustees til A C.O.Application ✓ Flood Permit NkA Examined 20 t(/ Single&Separate 1411, Storm-Water Assessment Form ✓ Contact: Approved 20 Mail to: )<E H t.. L ESl t{Nil LL-r-. Disapproved a/c LANE Phone: Expiration 20 D [ECROV5 B g ector KATION FOR BUILDING PERMIT OCT 242016 _ Date ��—� , 20 66 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature dKpplicant or name,if a corporation) �(os U- S F Lr/ Sp.1 i r{o`A t-( t q-71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ;A_���,, Name of owner of premises �-,o��S �S�C.q N s LL-T— (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. N K ix-\- -TH\S -T1 M P Other Trade's License No. 1. Location of land on which proposed work will be done: 12yS AU4QS LANEC�RF_F-NL PO P- House Number Street Hamlet q Lk �,f County Tax Map No. 1000 Section S3 Block 0 9 Lot LtFl 271 Subdivision A Sx,U s7 ►�CR7-S Filed Map No. SF._c_T Lot 9 2. State Qxisting use and occupancy of premises and.intended use and occupancy of proposed construction: a. Existing use and occupancyF 071 P�L b. Intended use and occupancy E5�z�F IJ—\ 1 P, _ 3. Nature of work(check which applicable):New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7 O K Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units �AA Number of dwelling units on each floor NA If garage, number of cars 1-1Pt 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ' N A 7. Dimensions of existing structures, if any: Front �o Rear V? Depth !�3 Height (9 2o' Number of Stories I Dimensions of same structure with alterations or additions: Front 'Z 1 Rear G7' Depth (v5 Height @ 20' Number of Stories 8. Dimensions of entire new construction: Front Z Z-' Rear ZZ� Depth Z2' Height V, 9``% Number of Stories I--- __ 9. Size of lot: Front I o Rear 1 '6 2,L(� Depth 2� I 10. Date of Purchase Name of Former Owner -?ou V,S C'O Ns;Svc"n v,j 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO V Loi s. 14.Names of Owner of premises Address Phone No. 9t7- 8917-329'7 Name of Architect VG_vkL. 6Fsk� A Rsso(.• Address �N«�`�'uy'i� e Phone No X31-�133-90 8y Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuFf=akv_) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH (S)He is the F t�t"> Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) 'Qualified in Suffolk County +, Commission Expires April 14,2ao of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 day of ®C7 20 L b NotaryPub i Si ature of Applicant Scott A. Russell ,��® �� ST0]kMWA\TIE]k SUPERVISOR MAN IE IF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ThUS ]PROJECT INVOLVE ANY OF 'SIJ ]FOLLOWING Yes No (CHECK ALL THAT APPLY) Q® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®® 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. ❑pX E. Site preparation within the one-hundred-year f loodplain 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 Tag 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 Professional, gent. ontractor,Other) S.C.T.M. #: 1000 —I !/ �,' Date: District NAME. NAME. �Rti II� b) '53 O` —(�?_r /C,)/(( J1 Section Block Lot �fJ1�"° * "*FOR BUILDING DEPARTMENT USE ONLY **** Contact Information. � ` ,a�I` �1 JS_ lpCL'19_1I y /{' r'. Reviewed B — — — — — — — — — — — — — — — — Date: lb- IV Property b- Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — _ L-Arll= Approved for processing Building Permit. NJ Stormwater Management Control Plan Not Required. y�EF�N a op-T Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 D GC��O�If DD ApF Sp�jSAN 1 2 2017 Town Hall Annex J [ 1�S TelephoXroM EPT• 54375. ;dn Road P.O.Box 1179 GQ roger.richertCc�`fE ® Southold,NY 11971-0959 �O -. BUILDING DEPART M ENT - - - - TOWN OF SOUTHOLD —-- ---- APPLICATION FOR ELECTRICAL INSPECT al_` '- - REQUESTED BY: Date: a 17 Company Name: c ;c Name: License No.: Address: r f vim �- Phone No.: Ju_ IY 7 7a cD JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �a plc , /J Ai ES. *Cross Street: 14'f wr dJ v4 a r — *Phone No.: - Permit No.: �t Tax-Map District: 1000 Section: Block: 4 Lot: *BRIEF DESCRIPTION OFWORK(Please Print Clearly) + (Please Circle All That Apply) *Is job ready for inspection: NO Rough In Final *Do-you need a Temp Certificate: YES Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION +}� 0�° Al 82-Request for Inspection Form ``?J (� (LN tow .ice ci CD O" TOWN OF SOUTHOLD PROPgRTY RECORD CARD CL OWNER STREET ( VILLAGE DIST. � SCAB. LOT a4 14e ACR. 43— M�96 I'Li2ete OLttVTM t TYPE OF BLD. L 117 J too 7 r- i�ll PROP. GLA - o 1 f�S a? �fl �� �J�B �t� L'onuf orae`= '" + v bwe It, n w LAND IMP. TOTAL DATE If60 A) Co�� uis c - 0 0o I �33285- r' ' O Kt q l'.;?-o 0 3o i a -L tlgYj �14�-�c� Yr �a � i v� t 177 ria - esv o4o is o o i1 k '' Z4 zf 5me, z z� 04 w►tii Q ,ti ti{ -foo A-►1 d�x�-��,. m in tD r m to W lit- In FRONTAGE ON WATER TILLABLE N FRONTAGE ON ROAD WOODLAND 00 mN DEPTH MEADOWLAND m N BULKHEAD HOUSE/LOT "q 41 111; m TOTAL .r NNE i■iii■iililOEM■i■ MEMO MENEM MEN aaMunn a■r0�000 ��� ■NN■��r�ii�r®� No son ME UM WASS moons MENEM IMMENER = ■!i■■i■■■■!i■!ii'■�'!on MIN■■ii■MEN iiNNE ■i ■■fi . - Basement '�_ Ext. Walls Interior Finish SITE PLAN OF PROPERTY AT SO UTHOLD TOWN OF SO UTHOLD N SUFFOLK COUNTY, NY 1000-53-04-44.21 SCALE.• 17-40' June 10,1998 AREA= 41,925 SQ.FT. or a9625 ACRES �o 0 110- oJ. 46 ti 5 � SITE PLAN DISCLOSURE: SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY DESTIN G. GRAF LAND SURVEYOR P.C. SURVEY DATED JUNE 10, 1998. LICENSE NO. 050067 73 WOODLAWN ROAD, ROCKY POINT, NEW YORK, 11778 AL4 rix �r z7 TA�c �r Z� 1kx Lor zt IOU- at, q._ 1Z- 4o 181 ,47 S N Cr13 2zr I.oT'20 0 " A41 N (07.o � Qj 5 43 —.00T—4.0 V,/ _ J ell I L-�r ZS VAS, JUN 15 BLDG.DEPT. 4' Unauth=ZsdYork StAite on or addition to this document i9 a violation o1 Section 7209 SURVEY OF: !9 ��r of the New York State Education Law. Certifications his behalf to th ed hereon shay roti only,to the person for whom d is prepared � � �) I and on his behalf to the Tide Company,f3ovemmentel Agency and LendingMAVP 01r- Institution listed hereon,and to the assignees of the lending institutions or subse- M,//�� 'A�i/ ^�� quant owners. A���Y,6 v! �#KT&A Copies of this document not bearing the professional's inked seal or embossed seal shay not be considered a valid true copy. ` The offsets(or dimensions)shown hereon from structures to the property lines A ZW for a specific purpose and use and therefore are not intended to gukie the erectionn of of '�(j�„ (�V� (\( i fences,retamrng walis.pools.patios,planting areas,addition to buildings or any other construction, y The existence of right of ways and/or easements of record,d any.not shown are not guaranteed. ��GO DATE: !o q,1�0 SCALE: 40� CERTIFIED ONLY T0: L r3E837N DHAP DESTIN G. GRAF LAND SURVEYOR By 73 WOODLAWN ROAD DESTIN G.GRAF N.Y.S.LIC N0.50067 ROCKY POINT,NEW YORK 11778 TAX I.D.No, 1004 - 3_ D 4 — 44,Z 1 3 4� PHONE(516)821-3442 AP R VED AS NOTED DATE: B.P.#t::: 'T( E 11'3 TRI'CAL FEE: o BY: 9I11SP""� T SON REQUIRED NOTIFY BUILDING DEP AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - -PNO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION -rRUS.S PLACARDING REQUIRED 4. FINAL - CONS7;-:Jc z'ON MUST BE COt�PLE'E C.rt ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOl�iOtItI�IId�6�RD -Senftl)'TOWN TRUSTEES N.Y.S.DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA�" QF OCCUPANCY 11 T I GENERAL NOTES: ,%:��� , • �,,�; ,r .-�, f,,�,,'j .-,; ., SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION I A C T 0 R N 0 T 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL - - - General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - - GENERAL NOTES: Wood: - - --- f f 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2, All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 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 a l INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, I UTILITY COMPANY REQUIREMENTS, AND THE BES , B. LOCKED AREA. residential & commercial design . consulting T TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. 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 4. Pre-manufactured trusses. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR, RES ECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone; (631)433-9084 a. All trusses shall be shaped as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold, 11911 EMoil; hone:4@o 1433- 084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a bocci number and shall be manufactured by a registered manufacturer. p 3. 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__VCNTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. KehloesignAssociates,LLCoformerlyDAKAssociotes,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED1CONDUITS. . 4 6. Plywood sheathing. I THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) ,specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GASLEAKAGE ' S• b. Plywood sheathing shall be continuous over two or more spans with rain of face ` I s across supports IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications j THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y PPg including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented ! REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ! OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: " ASSOCIATES, LLC. No part thereof shall copied, disclosed to others or used in connection 6• with any work or projeci)SeW THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been preparePLUMBING, ELECTRICALS, ETC. a.- Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM� OCCUPIED BUILDING AREA BY MEANS OF TEMPORARYPARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. I i THE DEPARTMENT OF BUILDINGS ALL REQUIIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. b - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE U NOV - 72016 - i 8• ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9, Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): TIUMDINGDE". 9. E = 1,900,000 PSI 4. NOISE AFTER HOURS: TOWi�T OF SOUTHOLD THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING H6URS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. I ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED P,�RTIES TO WORK OTHER THAN REGULAR HOURS. � "'r i•~�% ' °'^, I ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER .ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. ' I OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES ,LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY- CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION -OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER,R 1 1F , WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT; CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR. ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY -SA\FETY PRECAUTIONS AND PROGRAMS 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL- HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM • 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE .WORK,- AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR .WORKMAN. .-THE-,USIE-,OF. THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. FE THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR 'THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY. BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE �t 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE M , THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED. REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE., ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED [BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFET,( CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE C(RGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD' KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, . TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS,,AGREEMENT.. NOT FOR 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AN GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL' REQI;IREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED m h CATEGORY WEATHERING DEPTH = TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MOD RATE TO .HEAVY SLIGHT TO MODERATEI 11 degrees I YES 1984/1998 Cl NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INT�Ik,I�fAfi0i'AL RESIDENTIAL CODE UPDATED WITH THE 2016 DESIGN CRITERIA ENGINEER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VErJTILATION REQUIREMENTS. f� � ` i TABLE 1607.1 --continued 6:;,"IMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL,RESIDENTIAL CODE "' 1 UPDATED WITH THE 2016 UNIFORM CODE SUPP£"k1ENT OCCUPAid�Y,OR USE. UNIFORM CONCENTRATED SECTION 1609 WIND LOADS =„�.. , ,.i NOTE;: ALL ROOMS" MEET' OR EXCEED CHAPTER 10 OF THE 2105 INT RNAT,"'MAL RESIDENTIAL CODE UPDATED WITH THE 2016 i USES(s) AND OCCUPANCY CLASSIFICATIION(s) 25. RESIDENJJ,AL.ONE' ANb•'� TWO FAMILY DWELLINGS (psf) (pounds) . 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR' EMERGENCY ESCAPE` "AND 10[SCUE REQUIREMENTS, 'r USE OCCUPANCY,,,-,.- � UNINHABITABLE ATTICS WITHOUT,STORAGE� 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT ,t OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS i i k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 19596 AND ASTM 1886 j UNINHABITABLE ATTICS WITH UMITED`•STORAGE ' ,�' 20 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO •HAVE E: CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT. CALCULATED -FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS . . 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. I STAIRS AND EXITS40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1iiis INCH (11.1mm AND ! HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33*FE:ET (10,058mm) OR N❑ SUBSTITUTICINS - i HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2. LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPAINCY..PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE Att framing hardware shown On these plans, ADDITION HEIGHT BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING.-.PANELS SHALL BE Simpson Unte55 otherwise indicated, IS SIm Strong-Tie, Tie, I THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND* SHAT BE SECURED p g- PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT..SHAILL"BE DESIGNED TO NO substitutions are approved Or authorized, FOR THE THE HIGHEST ROOF SURFACE 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH =14 -5s" AS PER CHAPTER 5 OF THE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE AS PER TABLE 506.2 N Due to the relationships , INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Of framing hardware to ' UPDATED WITH THE 2016 BETWEEN JOISTS AND RP,FTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716rrnm) OR LESS MERE the other components Of the structure, any framing G ACONELLI. INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF V63d DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES_.NOT.EXCEED 140 MPH hardware substitutions wilt render these plans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, RESIDENCE OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and will result in the installer/contractor, TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and TOTAL HEIGHT FROM RIDGE TO GRADE 17'-3%s,. OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance Of the entire system, J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y , 1245 AUGUST LANE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES.IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE_ GREENPORT NEW YORK THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF,THE BUILDING SHALL BE. PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 'INTERNATIONAL RESIDENTIAL ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWI,iG STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA, NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENG'NEERED DESIGN IS USED IN CONJUNCTION WITH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609,1.2 WIND-BORNE DEBRIS PROTECTION 'FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) I PLUMBING RISER DIAGRAM 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS"OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - _/•r AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET <..PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG `STRUCTURES (ICC400 NEW CRAWL SPACE 484 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING < 4 FEET SPAN < 6 FEET SPAN < 8 FEET \ ) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ROOMS. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR 484 sq. ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA N0. 10 WOOD SCREW- ' NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA October 15, 2015 LOFT NA Y4 INCH DIAMETER LAGSCREW- NA BASED ANCHOR WITH 2 16 12 9 PROJECT N ATTIC HOUSEa -2015 INCH EMBEDMENT LENGTH © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ATTIC (HOUSE)(b) NA ALLLFLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: i GARAGE NA UNDER FEDERAL COPYRIGHT LAW. ATTIC (GARAGE)(a) NA PLAfdS MAY NOT BE REPRODUCED WITHOUT BDK 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 WRIITEN AUTHORIZATION. BONUS ROOM NA BY: SCREENED PORCHES NA a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL'PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEH_ DESIGN ASSOCIATES, LLC. SHEET NUMBER: NEW DECK 176 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering nvith an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located POOL HOUSE CABANA NA a minimum of 2)12 inches from the edge of concrete block or concrete. PROOF OF PURCHASE. G1 ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, t:hey shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER; OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. ® 1G?Ii[rDESIGN•ASSOCIATES,uc -` (b) WITH STORAGE i -' --- -- . I SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION - �% ' !%.�✓ j I USE A MINIMUM OF �` � �� • . TWO 8d NAILS THIS MTS 2 O LTS20 --- -- ALLOWABLE LOADS LOAD SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ® j FASTENERS /• 0 0 --------_ 1,2 LATERAL WITH TOTAL FOUR e e ' SIDE OF CEILING JOIST � �_/ \�,i I ®_.� MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE ° AND ON SIDE OF RAFTER ® ® E 8d NAILS -NO. TO TO TO AVG NAILS REF. INTO TRUSS ° _ ------ RAFTER _RAFTERS/ PLATES STUDS ULT. 133 (160) _ ° / ( ) F F2 (133& =_ STU TRUSS -- SIMPSON NOTE: REFER TO SIMP30N WOOD CONSTRUCTION TAKE-UP WASHER 1��.HL DLUIGN ASSOCIATES LLC H7 16 4-6d 2-8d 8-6d 2991 930 sas 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES _ _ residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915950 650 5, 44 / ALLOWABLE UPLIFT LOADS 133 ALLOWABLE UPLIFT LOADS (133) ( ) DIMENSIONS FASTENERS TWO e ARTR"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL ° � PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Moil: ssbn654Qopfonline,nef MODEL GA 2 REF, INTO ° •o• ULT. LFTA 2„ 2}" 3' 3 „ LFTA •° N0. AX. TEAR PLATES °p° DTH PAN L QTYTAVG 2" 21" 3" 3}" 1}" EIGHT S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL INTO /%r- :r.> LFTA 16 2J" 17" 381"16-10d — 4200 1205 1400 51 44, 85 sruD OWNERSHIP & USE OF DOCUMENTS: I DOUG-FIR LARCH / SO. PINE o0 FASTENERS2 ALLOWABLE UPLIFT LOADS3 These drawings and specifications including the MODEL L AVG 10d 10d x 14" CODE N0. ULT. REF, LFTA L_ S T A 1 ° g g P F d 10d x 1}" e property (133 / 160) (133) (Iso) ideas, design and arrangements represented therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 14" 3116 1000 840 100o 3, 41, 128 HGA10 with any work or project other than for which DETAIL "K" they have been prepared without written consent. ART "X12 ° j MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 o e 0 ° e 0 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- ° STU 5„ I COUPLER NUT DETAIL "Ell ° / 8 i DOUG-FIR-LARCH Equal number of / SIMPSON specified n a l l y I n TAKE-UP WASHERS0. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- LOAD FLOOR ROOF / each end NO. TION ,oSimpson Strong-Tieo) (125) ,so G 515 645 670 CS16 ART5"x12 LTP4 5 J 1 s,s 645 670 s, 3s, s7 DETADETAIL06 117111 g. ". .f _ . H 1 515 645 670 1 1 z I DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART5'x12MATERIAL DEFLECTION DEFLECTION CODE MODEL SACHINE LENGTH OF BOLT 2.3 AT HIGHEST AVG AT HIGHEST REF. N0. IN VERTICAL WOOD MEMBER ALLOWABLE s BASE BODY a ANCHOR OLTS ULT. ® ;c ALLOWABLE a �,•`i,,,`.�yw;x k'+� HB SB W H B So CL DIA5•s DESIGN LOAD DESIGN ° GA GA WHEN RAISED OFF TY DIA 14" 2" 2�' 3" 3}" 54" LOAD THE SILL PLATE a I IHD2A 16 12 4{- 2J" 2J" 8" 2&' 11" g' 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ALLOWABLE UPLIFT LOADS ° r• t� { MODEL DIMENSIONS FASTENERS AVG DF / SP CODE NO. W L STUD PLATE ULT. (13:3)2 (160) REF, I SP4 3 71" -10d x 1j" 2917 735 885 7, 40, 127 ° ° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA w L NAILS 100 LOOP, (133) (160) REF. °O WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 ° ° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE I NO. GA W L NAILS t��R (133) (160) REF. Simpson Strong-Tie STU $'- MSTA24 18 1j" 1 24 1 16-10d 1 1025 1 1370 1640 1 7, 4079-0-1 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPACING RETE TAKE—OUP WASHER NOT FOR N0. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 o�• HD2A CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS DIMENSIONS FASTENERSDN. -FIR AR IN ALLOWABLE A NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAw H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" _ 10d 16d ULT (133) (160) 1 O 16d 10d 16d 10d 16d REF• ALL LIABILITIES ON THE CONTRACTOR. CERTIFIED BY A LUS46 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 11 11 CNW— HUS210-2 14 3J" 9;" 2 DETAIL I COUPLER NUT PROFESSIONAL i 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTR'xl2 STU 5,, DOUG-FIRLARCH IN WLOADS FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. SIMPSON ENGINEER NO. CA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) f F2 = AKE-UP WASHER I HGA10KT 14 4-SDS)"x1}" 4-SDSa"x3" 1523 435 1 435 1165 940 160 • USE A MINIMUM OF S P 4 �— o TWO 8d NAILS THIS CNW_ SIDE OF TRUSS. COUPLER NUT TOTAL FOUR o /• • m e SE A MINIMUM OF S P 4 ed NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS. MTS16 S'�' '- LSTA21 SIMPSON I) ANCHOR BOLTS MTS 16 SIMPSON TOTAL FOUR �. 0 HDPA TAKE-UP WASHER 8d NAILS LSTA21 Strong-Tie Stron INTO TRUSS - HUS210-2 li PROJECT: I ' ® ADDITION BWO AIL ° Ft ; FOR THE TO I) PLATES J EIGHT-' IN NAIL ° •� G IAC O N E L L I 11 Bd NAIL INTO ° 11 11 INTO DETAIL A STUD Simpson Strong-Tie PLATES °p° H7 IN TO NAIL RESIDENCE ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie DETAIL "L" 1245 AUGUST LANE LFTA RODSYSTEM LFTA GREENPORT NEW YORK LFTAALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. $P RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0TSTA O DRAWING TITLE: II V-0" DEEP POOL x 4' DIA ==12.58 cu,ft, per vertical ft. NO SUBSTITUTIONS -0" DEEP POOL x 6' DIA. = 22.3 cper vertical ft. V cu.f All f raming hardware shown on these plans, SIMPSON WINDLOAD I 1 -0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, CHARTS & CALCULATIONS ROOF AREA = 650 sq/ft Due to the relationships of framing hardware to / STRONG-TIE DETAILS the other components of the structure, any framing V = A x R x C hardware substitutions will render these plans & ROOF DRAINAGE LTP4 null ll and void, and wilt result in the instaer/contractor A = 650 sq/ft - assuming responsibility for the design and CALCULATIONS LTP4 R 2 RAINFALL 17 ft performance of the entire system. LTP4 C = COEFF. = 1.0 NOTES: j V = 650 x 1 x .166667 = 108.3 d. THESE DETAIL DESIGNPLANS ARE AN PRO PROFESSIONAL (NSTRUMENT WHOSE SEALOIS AFFIXED DRVICE HERETO.DARE THE INFRINGEM INFRINGEMENTS THE Simpson Strong-Tie 114 2.7 V.F. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL .4 / 42.25 VERTICAL FT. / FT = FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-Floor Connections , , „ DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR USE (1) 8 DIA. POOL 3'-0" DEEP = 3 V.F. Ridge FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ri OR dge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 114.4 / 22.3 VERTICAL FT. / FT = 5.13 Detail SEAL: DATE: LTP4 DETAIL "B11 USE (1) 6' DIA. POOL 6' DEEP = 6 V.F. SEPT 15, 2012 PROJECT NO: I LTP4 POOLS TO BE PLACED ON OPPOSITE SIDE OF 1002-2016DRAWN BY: Simpson Strong-Tie Floor-to-Floor Connections HOUSE AND/OR LEADERS TO BE PIPED TO NOTE: HOMEOWNER IS REQUIRING THAT BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC (3) 8' DIA, X 4' DEEP POOLS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SYSTEM AND MINOF 10 FEET FROM FOUNDATION). SHEET NUMBER: . I AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE BE INSTALLED. ( 1 POOL AT EACH OF LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREATHE REAR CORNERS OF THE HOUSE G2 WHERE TRAFFIC IS TO BE PRESENT. AND 1 POOL AT THE FRONT 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF EASTERN CORNER OF THE HOUSE 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — IF MULTIPLE POOL SYSTEMS ARE USED ) PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN JAMES J DEERKOSKI PE THEY ARE TO BE CROSS-CONNECTED ® D•A•X ASSOQAM uc j 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I - I i II I I Z Hurricane Stropping LSTA 30 Hurricane Stropping LSTA 30 I'm R 14 2x6 Collor Ties 016' oc. Ridge Vent Ridge Vent (2)1 4x 9 Y2 LVL Hdr. 30 Year Architectucl Grade Roof Shingles 14'x11$ LVL " , Ridge lr4 xIlYo* LVL Ridge VU (2)1%x9%" LVL Hdr. (Match Existing) KEHL DESIGN ASSOCIATESLw 200 Rafters w/R-30 Ice and Water Shetld residential & commercial design consuming fl,411 (2)2x6 King Studs II " COX Roof Sheathing 410 Exposed Bms. Illi 2x10 Rafters @ 16"oc. fl,41 - lY4*x 9Y2 LV_Continuous Hdr. (Let-in) (Sandwich 4x10 Bms.) PO.Box 1675 phone: (631)433 9084 26 Hdr. PlateII Southold,Now York 11971 E-Mat ssbn654fttonline.net NBos -------------------------------- --- (3)2x6 King Studs I Balis 4x1O Doug Fir Exposed Beams(Architectual Grade) (2)Jock Studs R-30 Insulation -------------------------- ------------ --- Kehl Design Associates,LLC e formerly D A K Associates,LLC 1,2 Strapping urrico e OWNERSHIP & USE OF DOCUMENTS: 2x6 Hdr. Plate -2 Top(2)2x6 Plate ' 1x8 Boarder These drawings and specifications including the —-----— -Joint Prem. Pine f Match Existing Vinyl Siding Ix6 V ideas, design and arrangements represented -Z therein, are the property of KEHL DESIGN R-21 Insulation ------------ 9 Y2" LVL Headers Above U 11 1 11 11 11 11 11 11 11 9 Y2" LVL Headers Above =4 1 1 -Jio--jrL--11 =4 1 0S -S ASSOCIATES, LLC. No part thereof shall be all Windows and Doors 11 11 n 1 11 1 it 11 11 11 11 NEW 15(_.� 1: all Windows and Doors copied, disclosed to others or used in connection 11 11 r II ii 11 11 11 cm 26-16" oc Wall Studs with any work or project other than for which SUNROOM Y2*CDX Wall Sheathing1 II 1 II T t 301 Felt r6 4=_-J�� ---JlL--_�JL�9JL� HOUSE (Match Existing Siding) hey have been prepared without written consent. 51/2- 1 A3 'IAA5�* 111111135'' Ii i! i I 13h�*1 1: *3L15�* Simpson Strong-Hold Screws @ 16"cc. Andersen PS Slider Sill 2x6 Shoe -9-JL Y4" Oak Flooring 1x8 Base REV: 24"oc. 8' End r8 CDX Subfloor Y2" COX Subfloor ri Dia. Anchor Bolt Y8 COX Subfloor Zones L__U _J - ------- a-------- 4° Fir Flooring Hurricane Shopping Y4"Fir Flooring Horizontal 15 Rebar TJ1230 x 9)f 16"oc. w R-30 2xI0 Floor Joists-@16 oc.-_ 29"oc. Interior Zones IJ"x 91' LVL Box B Simpson Hanger or Equal (2)13/4"x Wf LVI.Girder eam Vertical 15 Rebar (2)IY;x Wf LVL Girder 2x10 Box Beam Horizontal #5 Rebar 2x1O Box Beam @ 4'-0'oc. Grade YB"x 18" Anchor Bolts� 2x6 ACO Sill Vertical #5 Rebar Grade Y8'x 18" Anchor Bolts TJ230 x 9 @ 16"oc. 2x6 ACQ Sill TJ1230 x 9 y2"0 16"OC. 0 4'-O"oc. 16"x 6*x 8' CMU. w/R-30 \\—B" PC. Foundation Horizontal #5 Rebar (Filled Solid) 16"x 15% 8" CMU. w/R-30 Horizontal #5 Rebar----\\, (Filled Solid) 2X4 Keyway 2X4 Keyway -------- #5 Vertical Rebar NEW EXISTING 24"X8* Footing #5 Vertical Rebar 24'X8"Footing (Min. 3'-0" Below 36'x 36% 12" Footing CRAWL BASEMENT 36*x 36"x 12" Footing (Min. 3'-0' Below Final Grade) W (Min. 3'-0"Below SPACE Final Grade) (Min. 3'-0* Below (5)#5 Rebar L.W (5)#5 Rebar LW Final Grade) Final Grade) (Equally Spaced). (6)#5 Rebar E.W. (Typ.) (6)#5 Rebar E.W. (Typ.) (Equally Spaced). #5 Rebar 12*oc. J5 Rebar 12"oc. EXTERIOR GABLE WALL TO BE Orr 1 be,4 the S.W. the S.W. SHEATHED WITH R" CDX ON CROSS SECTION (�D THE EXTERIOR AND THE INTERIOR SCALE:Y40= 1°-0" SECTION ('-A �01 CROSS SCALE:Y4"= V-0" 101 WORK NOTES: 11 81-0. 22'-0' 12" Dila Sona Tubes NOT FOR TM on 2'-0'x 2'-0' x l'-O 0/4% 9Y2 LVL Continuous Hdr. (Let-in) • Concrete Footing r- — — — — — —— - - - - - - - - - - - - - -11, - - - - - - CONSTRUCTION "Min. Below N (2)2x6 Top Plate Final Grade." If . . USE UNLESS 7 Verify Dimensions in Field - - - - - - - CERTIFIED BY A Prior to Construction. L D I li/ ALA x18"Anchor Bolts Built-h Shelf IY4"x 9�LVL Continuous Hdr. (Let. IA1w/3'x3* Washers1A1 PROFESSIONAL 2'Rigid Insulation (r8 Dia. Anchor Bolts r8 AT Anchor Bolts w/3%3" Washers 14"x 9YI.M.Continuous Hdr.. V 24' oc. 8'End Zones ENGINEER ' (r8 Dia. Anchor Bolts 2x6 Hdr. Plate ii ii ii ri u I ii i li I, —7'-6Y4 H_JL__J�_J =4 -JL-_J�=4 -JL- _JL� 24" oc. 8' End Zones Match Existing Vinyl Siding I =4 I =4 1 1 H I (2)lY4*x 11,7/8'LVL Girder7777,\ 29' oc. Interior Zones) 18 R-21 Insulation Y8'x 18' Anchor Bolts 2'-0' 29' oc. Interior Zones) COX Interior Wall Sheathing 26-16"oc Wall Studs -o--mil;--q-,-4 H 4--0--0--4 113% 6"x 8' CMU. COX Wall Sheathing (Filled Solid) 30#Felt 436 1 1 AA5�* 1 1 1 AA5�* 1 TU5�*I IL u-y-CJI 1LJ-y-CJI ; 15 Vertical Rebor _4 L_ jL _J (Match Existing Siding) 3E -LIrx 91"LVL House Beam 36*x 36% 12* Footing L _J 4x18* Anchor Bolts--4--,,. I w/3*x3" Washers I I (Min. 3'-0* Below r8 x 18' Anchor Bolts 2x6 Shoe----\,,u J/--1 Final Grade) Dia. Anchor Bolts (2)13/4*x 111Y�LVL Girder 1J"x 9J' LVL Box 24 oc. 8 End Zones ly4.X 113; LVL Grader (2)IY�x IIYB*LVL Glirder T4230 x 9 0 16-oc. im rong- a o s 29 oc. Interior Zones -4- 2XIS ACQ Sill Y;x 18" Anchor Bolts qua @ 16"oc. CI-4 1 Damp Proofing 16*x 6'x 8" CMU. w/R-30 16*x 6*x 8"CMU. PROJECT: 8" P.C.Foundation Simpson Hanger or Equal GIRDER PIER DETAIL 1 9 (Filled Solid) 2X4 Keyway--- d Solid I 24*X8" Footing #5 Vertical Rebar 2" PC. Slab SCALE:V V-0" F 7 36"x 36*x 12" Footing (Min. 3'-0* Below B, 12'Dio Sono Tubes I (Min. 3'-0* Below on 2`-0'x 2'-0'x l'-O* _%_1 Final Grade) 36"x 36"x 12" Footing L F7D-i Concrete Footing Cn Find Grade) ADDITION (5)#5 Rebar LW(Equally Spaced). (Min. 3'-0* Below "E 'Min. 3'-0" Below (6)#5 Rebar E.W. (Typ.) FOR THE Find Grade) 15 Rebar Woo, the S.W. Final Grade. (See Cider Pier Detail) 8,- (6)15 Rebar E.W. (Typ.) CN4 GIACONELLI D CROSS SECTION KB RESIDENCE SCALE:V V-0" 101 N. I I I I 1 i 1245 AUGUST LANE Lj _J �a�Provide 36* Vide Access Remove Existing Basement GREENPORT, NEW YORK1 Down to 6' Above Conc. Window and Surround DRAWING TITLE: Floor in the Crawl Space To Provide For Ventilation Area. B �\ J AS NOTED Trex or Equal Handrail With S/S Cabling NEW DECK NEW SUNROOM 26 ACQ Rush Girder NOTES: rex or Equal Decking THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE lVx qY2 LVL Continuous Hdr. (Let-in) FOUNDATION PLAN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson MT516 2XIS Solid blockinq PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE x6 AC Q 16 oc. T \_2x6 Hdr. Plate SCALE: 1/4m V-0" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2x10 ACQ Box Bm. 29' - III Simpson Hanger or Equal Simpson Stfong-Hold Bolts UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2xI2 ACID Stringers )12" Colv. Carriage Bolts or Equal 0 16'oc. Y4"Carriage Bolts 2' Rigid Insulation FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. @ 16,01C. 2x10 ACID Girder— _:_ISimpson Anchor lY4*x 9Y2 LVL Continuous Hdr. SEAL: DATE: 2xi 0 ACQ Girder— # 't CBSQ44-SDS2 1 0 MAY 02, 2016 2-4 .01'2 J �' CDX Interior Wall Sheathing - 12" Sona Tube 4 W4 x 9�LVL Continuous Hdr. (Let-in) 2'x2'xl'Conic. Ftg. NEW CRAWL SPACE PROJECT NO: Min. 3'-0" Below Final " I-2fi Hdr. Plate 996-2016 Grade. (Typ.) DRAWN BY: (4)#4 Rebar E.W. (Typ.) IOU 14 Stirrup BDK 11-4 CHECKED Y: EXTERIOR GABLE WALL TO BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL (1) COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: SHEATHED WITH 4" CDX ON CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DECK SECTION rcTHE EXTERIOR AND THE INTERIOR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SCALE:Y4" V-0" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A 101 HEADER LET-IN DETAIL PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF SCALE:Y4"=1'-0" 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 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 0 KR&DERGN-A%0aAM ur 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i I / / I I KEHL DESIGN ASSOCIATES uc 11 residential & commercial design a conRAflng j ® 12 12 P0.Boz 1675 -phone: 1631)433-9084 Need to Southold,Newyork 11971 E-Mail: ssbn654@opton1ne.net Verify j KeN n Associates.LLC a form Design erly D A K Associates,LLC Lffl-H LU OWNERSHIP & USE OF DOCUMENTS: C These drawings and specifications including the mat-CF-Fasc o Y� Motch Fascia Height ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be p,Is " " -VL�ieeder copied, disclosed to others or used in connection — — — with any work or project other than for which ® they have been prepared without written consenJ I t. Close -Existing 7T REV: Door I — — — —_ JUT HUL J T34 4 e ace !s !n VI/inrinws- with 35 35 ff 35 35 35 35 * 35 35 35 * 35 * W35 * - E Anderson ew I Replace Existing 0 Windows with New Anderson -7052 Match ExistingSiding I Match Existing Siding 9 9 9 .. 22'-0• 's NEW ADDITIOII r' ADDITIOP RIGHT ELEVATION REAR ELEVATION { SCALE:1/4"= 1'-0" I WORK NOTES: I 1 NOT FOR -9— -°' -°• CONSTRUCTION QY2 " -°• -°" USE UNLESS CERTIFIED BY A I TW3052* 3"SM. TW3052* 3"S1 .M. TW3052* 3"SM. TW3052* 3"SM. TW3052* � � PROFESSIONAL 6 II 12 t il Ill 7 1 IL I (00/4'X 9Yz" LVL HEADOR (LET-IN, SEE SECTION) i ;1 xNa- CTC3 ABOVE ; ENGINEER 11 11 IT 11 1111 1 Hll 11 Ill LLILLI I Ill I �MM I v� 4X10 DOUG FIR COLLAR TIE SET AT 9'-6" C, i I Match Fascia Height C I Z � I I �' 1 I I ` Lu I TJ I LU MI E IME9 Y" LVL Headers Above i o U) i " UG FIR COL R TIE SET AT 9 — " 9 Y2 LVL Headers Above all Windows and Doors i w Z � i all Windows and Doors N N W (See Sections) i J N i (See Sections) PROJECT: 3 5 WC 8 „#� 3 5 0 o I UN EAT D OR AIR CONDITION v SUNI1OOM W I � ADDITION M I 411 FOR THE I ^ > I i J unI I � of Match Existing Siding _. j I x ; GIACONELLI ! RESIDENCE I N I o L 22°-O” ; °'0 4X,0 DOUG FIR COLLAR TIE SET AT 9'-6" v N ; I =x LM i ---NEW AMMON ..J 1245 AUGUST LANE IDS ; � Verify R0. Dimensions of the I ~ ; D - Existing Door Prior to Ordering lJGREENPORT NEW YORK LEFT ELEVATION _ ; z the New Frenchwood ()utswing Door • t I FW06068 SCALE: 1/4"= V-0" N -J DRAWING TITLE: Verify Dimensions 3'�$• j of Shelf Area Prior N Shelfl Area B to Construction ,2 LAbov—Door�J / AS NOTED a�I 12 � a6 � a6 14/ NOTES: Existing e� J'\\ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Skylight ^ X DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 12 v ti+ 12 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 71 \ M I / 71 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFTESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT i FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I SEAL: DATE: FLOOR PLANMAY 02, 2016 PROJECT NO: 996-2016 SCALE: 1/4"=1'-0" DRAWN BY: BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 02 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 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, 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 ®KEl1-DE9GN ASSOQATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. A i O I _ i 1 I y GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T R A C T 0 R N T E General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. .4 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL - ---- __ a GENERAL NOTES: Wood' 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 .or better, 2. FIRE SAFETY: 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood"construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A UHL DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, residential & commercial design a consulting B. LOCKED AREA. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone; (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. ' AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New Yoik 11971 E-Mail: ssbn654@Opfonline,nef 3 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLCeformerlyDAKAssociates,LLC 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of farce p ys across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY s stherein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall 7. All sills be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection be OR DURING THE EXECUTION OF THE WORK. with any work or project other than for which 6• THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 9 8. Design values: 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. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND, OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. � � m THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE �wlrl 8. ELECTRICAL WORK SHALL BE PERFORMED BIE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. �b� THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E _, 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, (PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI p NF BE CONSTRUCTION OPERATIONS WILL , A. L COINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, v � DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI ";vII 10. B. EXCEPT. LEGAL HOLIDAYS. D ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. MAR 2 0 2017 1 1 • ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF.THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. Svfvr,-4 vyl OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. �UILDII\1 WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH GDF-PT. 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. TowrTOFsouT�oLD THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH _ ' ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLEDE SINGLE OR AND MULTIPLE-STATION INAACCCORDATION ONCEKE AWITH 2015 MS AS I/NTERNAT ONABLORESIDENTIAL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND',GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL a SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. I MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph) C SEVERE 1 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER . 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTI1ATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, MINIMUM CONCENTRATED g 2 T RESIDENTIAL PRESCRIPTIVE DESIGN AND TRATED LIVE LOADS _--- - UPDATED WITH THE CODE S'JPPLF hI�NTIDENTIA C ALL STRUCTURES TO CONFORM WITH T T D TH THE 2016 OCCUPANC'i"OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS" MEET OR EXCEI=[) CHAPTER. 10 OF "rHE 2105- TNTERNATIO!""\L. 'REStDENTIAL CODE UPDATED -WITH THE" 2.0"6 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25, RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR- EMERGENCY ESCAPE AND`_RESCUE, REQUIREMENTS. 16D9.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL,IBE IMPACT RESISTANT t OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING'THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE1' k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A .CAPACITY 20 w RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS k 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. ; TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 11996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: ` RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 34r, INCH (11.1mm) AND ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR NO SUBSTITUTIONS HEIGHT FIRE AREA FOR Sk 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE �{ Att framing hardware shown on these plans, ADDITION 1 POUND PER CUBIC FOOT = 16 k /M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE HEIGHT. BUILDING. 9 unless otherwise indicated Is Simpson Strong-Tie, THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED � P � FOR THE PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized, UNLIMITED AREA RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 4.5 INCHES. THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE 3 STORY =14'-53/6" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE PERMITTED Due t0 the relationships of framing hardware to INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT E BUILIDING IS GIACONELLI UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET:(13,716rnm) OR LESS WHERE the other components of the structure, any framing INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH hardware substitutions will render these plans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED nutt and Void, and Will result in the installer/contractor RESIDENCE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and TOTAL HEIGHT FROM RIDGE TO GRADE 17'-37�s° OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system, J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y 1245 AUGUST LANE - THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm), ABOVE AGGREGATE GREENPORT, NEW YORK THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE, DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL" RESIDENTIAL I I ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED-ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. I BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: j ALL EXT. DECK FRAMING MATERIAL CCA, NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. p/� NOT LESS THAN 30 INCHES GENERAL NOTES I ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (w1-cM) PLUMBING RISER DIAGRAM 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) _ PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISIS-230 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN.< 6 FEET SPAN < 8 FEET NEW CRAWL SPACE 484 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREW-NO. 8 WOOD FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA EX. BASEMENT NA ROOMS. BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT INCH EMBEDMENT LENGTH NEW FIRST FLOOR 484 sq. ft. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA LOFT NA Ya INCH DIAMETER LAGSCREW- October 15, 2015 BASED ANCHOR WITH 2 16 12 9 ��pF NEI�r�0 PROJECT NO: ATTIC (HOUSE)(b) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. COMP �6 p•g,qR �,� 986-2015 ATTIC o RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� 'Qy DRAWN BY: GARAGE NA UNDER FEDERAL COPYRIGHT LAW, a NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT 7k BDK ATTIC (GARAGE)(c) NA FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, I mile per hour = 0.447 m s I BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 P P / WRITTEN AUTHORIZATION. CHECKED BY: 1 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a, This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). c 3 b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. C' SHEET NUMBER: SUNROOM NA PP 9 P �t� t�8186� NEW DECK 176 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN RrDF`�SSI� e r� j COVERED ENTRANCE NA length of 2 inches minimum into the building 'frame. Fasteners shall be located PROOF OF PURCHASE. 1 POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block; or concrete. s Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, tthey shall be attached P g g using vibration resistent anchors having a minimum ultimalte withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept, DOB NUMBER: OF ! of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to i (a) WITHOUT STORAGE construction. ® KEHGDESIGN•ASSOCATES,uc (b) WITH STORAGE L w SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS ---- - -- _ -- - - -- SIDE OF TRUSS. MTS 2 0 L T S 2 0 PROVIDE (1) HGA10KT ON 1,2 SIDE OF CEILING JOIST FASTENERS S LOAD ALLOWABLEORD " LATERAL WITH TOTAL FOUR ° O 0AND ON MODEL GA UPLIFT UPLIFT CODE 133/160) NAILS N0. TO AVG ( REF. RAFTERS/ TO UD ULT. F F 133& 6 6dNAILS _- STU e° I RAFTER I TRUSS PLATES STUDS (133) (160) , 2 ( e== NOTE: REFER TO SIMPSON WOOD CONSTRUCTION 160) SIMPSON I ?�c TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ"x12 P0.Box 1675 phone: (631)433-40U (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 81 NAIL e MODEL GA nvo 2 INTO ' • .• . Southold,New York 11411 EMail: ssbn654Qoptonline.nel N0. AX. CLEAR ULT. LFTA! LFTA REF. PLATES °p° °' e IDTH PAN L QTY DIA 1}" 2" 2�" 3' 3>4" 1>4" 2' 2}" 3' 3�" EIGHT--' Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO I T NAIL S P 4 i N 1205 1400 5, 44, 85 OWNERSHIP /& 'USE OF DOCUMENTS: i LFTA 16 2�" 17" •38j�"16-10d — 4200 STUD 1 DOUG-FIR LARCH / SO. PINE FASTENERS Z ALLOWABLE UPLIFT LOADS °o0 These drawings and specifications including the a MODEL L AVG 10d 10d x 11" CODE N0. ULT. REF. LFTA LSTA 21" ideas, design and arrangements represented 10d 10d x 11 (133 ,/ 160) (133) (160) ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MT516 16 14-10d 14-10d x 14" 3116 1(000 840 1000 3, 41, 128 0• Simpson Strong-Tie copied, disclosed to others or used in connection HGA10 with any work or project other than for which ° 0 °• DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 11000 840 1000 3, 41, 128 ART`-x12 ° ° I i LST20 20 12-10d 12-10d x 13" 2383 775 720 720 3, 41 CNW- STU 8"— ' COUPLER NUT DETAIL "E" ° DOUG-FIR-LARCH I SO. PINE CODE Eq ual number of— °° SIMPSON � TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD specified nails In N. TAKE-UP WASHER MODEL FLOOR ROOF (133/ NO. (too) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16 ARTg"x12 LTP4 5 J 1 515 645 670 6, 39, 97 DETAM 1101 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLOOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINEAVG LENGTH OF BOLT zs AT HIGHEST NO. ANCHOR ULT. AT HIGHEST REF. BASE BODY BOLTS IN VERTICAL WOOD MEMBER ALLOALLOWABLE HB SB W H 8 SO CL DIAS ° DES ENABLE LOAD DESIGN °p° GA GA QTY DIA 1J" 2" 24" 3" 34" 51" LOAD WHEN RAISED OFF ° THE SILL PLATE ° 0 HD2A 16 12 1 4{" 24" 2$" 8" 2A" il" 1;" I' 2 1 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 0 O MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG DF / SP CODE W L STUD PLATE ULT. (133) (16 0)' REF. I SP4 3a" 71" -10d x 11"1-12917 735 885 7, 40, 127 m - I 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L L10-FLOOR (133) (160) REF. NAILS °o 100 WORK NOTES: LSTA21 20 1 21 1 -10d 905 1 1205 1295 1 7, 40, 90 1 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF' Simpson Strong-Tie STU 8"- N0. GA yy L NAILS 100 R (133) (160) MSTA24 18 1 11" 24 -10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. HD2A N0. (LENGTH ENGA CUT LENGTH (TOTAL) (1 00) T (133 / 160)2 0C. TAKE-UP WASHER T F R I OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21'x" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS DIMENSIONS FASTENERS _ NOTED. FAILURE TO COMPLY WITH ALL NOTES r MODEL HEADERS ON. UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION „ " NO. GA W H B 10d 16d JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F ! ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED BY A LUS45 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL, "I" HUS210-2 14 3d' 94" 2 — 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ART 'x12 COUPLER NUT PROFESSIONAL DOUG-FIR I AR P WALOADS FASTENERS UPLIFT LATERAL CODE STU 8'— SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA AK ULT. -UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGA10KT j 14 1 4-SDSJ"x1}" 4-SDSJ"x3" 1 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 I TWO 8d NAILS THIS SIDE OF TRUSS, CNW- I • • COUPLER NUT �^�4 TOTAL FOUR o ® J o SE A MINIMUM OF Bd NAILS TWO Bd NAILS THIS ° � MTS16 STU "- " ANCHOR BOLTSINTO TRUSS SIDE OF TRUSS. SIMPSON LSTA21 SIMPSON TAKE-UP WASHER TOTAL FOUR HD2A 8d NAILS Strong-Tie L S T A21 I PROJECT: HUS210-2 INTO TRUSS ® ADDITION TWO , FI FOR THE 8 AIL PLATES EIGHT GIACONELLI Bd NAILS-_ Bol Bd NAIL o INTO INTO ° DETAIL "A" I STUD Simpson Strong-Tie PLATES opo ® ' I RESIDENCE IN H7 EIGHT NAIL ® DETAIL "D" DETAIL "G" DETAIL INTO 'o STUD Simpson Strong-Tie i H7 Simpson Strong-Tie DETAIL "L" LFTA ROD SYSTEM 1245 AUGUST LANE LFTA GREENPORT NEW YORK LFTA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. DP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0LSTA 3 0 DRAWING TITLE: ° I) 1*-0" DEEP POOL x 4' DIA 12.58 cu.ft. per vertical ft, NO SUDSTITUTI❑NS 1'-0" DEEP POOL x 6 DIA. = 22.3 cu,ft. per vertical ft. j 1All framing hardware shown on these plans,'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. Unless otherwise Indicated, is Simpson Strong—Tie, SIMPSON WINDLOAD i 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. No substitutions are approved or authorized. CHARTS & CALCULATIONS I ' ROOF AREA = 650 sq/ft Due to the relationships of .framing hardware to J STRONG-TIE DETAILS the other components of the structure, any framing $c ROOF DRAINAGE i LTP4 l� V = A x R x c hardware substitutions wilt render these plans null and void, and will result in the installer/contractor A = 650 sq/ft CALCULATIONS ,r assuming responsibility for the design and LTP4 R = 2 RAINFALL = ,17 ft performance of the entire system. I I •;:°° LTP4 C = COEFF. = 1.0 NOTES: I DETAIL, licit V = 650 x 1 x .166667 = 108.3 C.f, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—T I ePROSECU TED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 114,4 / 42.25 VERTICAL FT. / FT = 2.7 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-Floor Connections , DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1) 8 DIA. POOL 3-0 DEEP = 3 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 4 22. 114. 3 VERTICAL FT. I / / FT = 5.13 Detail SEAL: DATE: LTP4 DETAIL "B" USE (1) 6' DIA. POOL 6' DEEP = 6 V.F. F NEW PROJSEPT ECT No 2012 LTP4 POOLS TO BE PLACED ON OPPOSITE SIDE OF �P41 Y0 1002-2016 �� O, $qR DRAWN BY: Simpson Strong—TIE?Tie w p g HOUSE AND/OR LEADERS TO BE PIPED TO o� �� BDK Floor-to-Floor Connections POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NOTE: HOMEOWNER IS REQUIRING THAT g� * CHECKED BY: I DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC (3) 8' DIA. x 4' DEEP POOLS .= QJ CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. r���,.� y SHEET NUMBER: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), n AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE BE INSTALLED. ( 1 POOL AT EACH OF �' LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH aP THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA THE REAR CORNERS OF THE HOUSE G 2 WHERE TRAFFIC IS TO BE PRESENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) AND 1 POOL AT THE FRONT 7 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - IF MULTIPLE POOL SYSTEMS ARE USED EASTERN CORNER OF THE HOUSE). PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN THEY ARE TO BE CROSS-CONNECTED 0 M-DMGN-A90Cffl%ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i j i i I 4 Hurricane Stropping LSTA 30 Hurricane Strapping LSTA 30 _ �� — -------- R-49 - — R-49 Spray Foam Closed Cell Insulation 2x6 Collar Ties 016` cc. j ,; __ - ® � ® _ __ __ ______ (2)1 38 x 9 Yz LVL Hdr. Ridge Vent 30 Year Architectual Grade Roof Shingles Ridge Vent 1x118 LVL Ridge (Match Existing) \\7 ,",�" t�x11Y"LVL Ridge (2)134 x91¢"LVL Hdr. R-49 Spray Foam Closed Cell Insulation rb, KEHL DESIGN ASSOCIATES Lw, 200 Rafters w/R-30II f1'-0'l Ice and Water Shetld residential & commercial design• consulting (2)2x6 King Studs .i • II II • COX Roof Sheathing 410 Exposed Bms• I I IIII 2x10 Rafters @ 16"oc. �1_0•� PO.BOX 1675 1�"x 9Y LVL Continuous Hdr. (Let-in) 11 I (IIII (Sandwich 4x10 Bms.) zs Hdr. Place 11 phone; (631) 2 --" Southold,NewYork 11971 E-Mail: ssbnWoptonine,net ' (3)2x6 Kin Studs II C II �Bolts --- --------- ---p----�------�---- --- 9 •-----_--- 4x10 DougFir Exposed Beams Architectuol Grade (2)Jack Studs I I I I I11j ��(s`�9�-^•^`�"-�Insulation --- Ker,l Design Associates,LLC o form ----------- I I 9 A K Associates,LLC 2x6 Hdr. Plate 1 IIII a' Hurricane Strapping(2)2x6 Top Plate OWNERSHIP & USE OF DOCUMENTS: 11111 IIN 1� 11 —M. g vT—i 1x8 Boarder ------ o These drawings and specifications including the Match Existing Vinyl Siding 1x6 V-Joint Prem. Pine ideas, design and arrangements represented #I II II II M II II li M II Ij � Y therein, are the property of KEHL DESIGN11, II 11 II R-21 Insulation LVL Headers Above Headers Above ----=41 1 o 9 ASSOCIATES, LLC. No part thereof shall be9 Y" LV � � - - Iw I I II 1 1 11 11 II 1 11 III III 1. II II 111 II1 II 1 II 11 11 11 II II 11 NEW c c� '3 " all Windows and Doors o copied, disclosed t0 others Or used In connection �r all Windows and Doors I I II N N I I I I 11 p II III II I i 11 II 111 111 II 1 11 11 11 A 11 II 11 m 2x6-16 cc Wall Studs ^ INIT^ r Trr ? > 11 II 1 N I I I I II N II III I)I 1 II 11 III 111 II 1 II 1I I I 11 11 II I1 SUNROOM y"COX Wall Sheathing with any work or project other than for which I II 1 1 I I I I II N II III III 1 II II 111 III II 1 n I I I I II II II I I EXISTING 30#Felt 22'-0' they have been prepared without written consent. +-"'Nillip"-i:--1- -4 i4--=Ir���i � HOUSE (Match Existing Siding) R-21 Insulation 11 I * I I I I I * III III *III III I I I I *I I W 1 T�J3b5 I I T J3b5 IIII TU5 III I t3b5 1 1 T�J3b5' I Simpson Strong-Hold Hold Screws @ 16"oc. 2x6 Shoe z 1x8 Base REV: Icy_�_u JI Icy_u=�J�1IIL�_�_v_JII 11Ly-�_u_JI ILy_�_u J1 P 9 Andersen PS Slider Sill _____�, �' Fir Flooring 34" Oak Flooring Hurricane Strapping r Fir Flooring I r COX Subfloor 12"CDX Subfloor r COX Subfloor F-T-AFF11111 1111Dia, Anchor Bolts 24"cc. 8' End Zones TJ1230 x 9 Y" @ WK. w R-30 2x10 Floor Joists 016"oc. 29"cc. Interior Zones Horizontal #5 Rebar Vertical 5 Rebar 2)tY"x 11Y" LVL Girder Simpson Hanger or Equal 1 "x 9' LVL Boz Beam # ( 11 L 2x10 Box Beam Horizontal #5 Rebar (2)134"x 11Y" I.M. Girder ir \ @ 4'-Coc. Grade °x 18 Anchor Bolts 2x10 Box Beam # s x 18" Anchor Bolts " TJI230 x 91�" @ 16'ac. 2x6 ACQ Sill 2x6 ACQ Sill Vertical 5 Rebar Grade " , TJI230 x 9 Y @ 16"oc. 16"x 6"x 8' CMU. w R-30 8" PC. Foundation H 4'-ntal 16 x 6 z id CMU. # Filled Solid w/R-30 / Horizontal 5 Rebar Horizontal #5 Rebar (Filled Solid) 2X4 Keyway ( ) 2X4 Keyway NEW :, EXISTING 5 Vertical Rebar 24"X8" Footing 5 Vertical Rebar 36'x 36"z 12" Footing 24"X8' footing (Min. S-0" Below 9 C+�WI- BASEMENT (Min. 3'-0" Below 36'z 36"z 1B Footing Final Grade) (Min. 3'-0" Below SPACE Final Grade) (Min. 3'-0' Below (5)#5 Rebar L.W Final Grade) (5)#5 Rebar L.W Final Grade) (Equally Spaced). (6)#5 Rebar E.W. (Typ.) (Equally Spaced), (6)#5 Rebor E.W. (Typ.) #5 Rebor 12"oc. #5 Rebar 12"oc. EXTERIOR GABLE WALL TO BE the S.W. the S.W. SHEATHED WITH 4" COX ON CROSS SECTION D THE EXTERIOR AND THE INTERIOR SCALE:Y4"= 1'-0" 101 CROSS SECTION A SCALE:Y4"= V-0" 101 WORK NOTES: 11 1 R-49 Spray Foam Closed Cell Insulation -0" 27-0" 12" Dia Sana Tubes NOT FOR jancrete otingx1'—o" - - - - - - - - - - - - - - -- - - - - 1 IV 9Y LVL Continuous Hdr, (let-in) Concrete Footing _ — �_ _ _ � _ _ CONSTRUCTION "Min. 3'-0"Below f � (2)2x6 Top Plate �_: Final Grade." - USE UNLESS Built-in Shelf - ° CERTIFIED BY A Verify Dimensions in Field I i I— — — — — — S — — — — — — — — — — — — — — — — —I i J Prior to Construction. A I Vx18"Anchor Bolts I A 1r4 z 9Yz LVL Continuous Hdr. (Let-in) w/3"x3" Washers 101 PROFESSIONAL 2"Rigid Insulation _ _. _. ..Y_F,__ _ .,w._ _ 18" Anchor Bolts .. _._ ._ . . rx 1Y4"x 9Y LVL Continuous Hdr. FrT= =�-,1 rr� /f I , III Ilk 1111 1 1111 Hill KEHL DESIGN ASSOCIATES ac residential &commercial design " consulting 12 12 Need to Verify PO.Boz 1675 phone: (631)433-9084 Southold,NewYork 11971 E-Mail: ubrN@optonine.net J Lf 11 C KeN Design Associates,LLC a formerly D A K Associates,LLC Match asc oeiMatch Fascia Height OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the Hpneiideals, design and arrangements represented i _ _ _ therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Close with any work or project other than for which LL r—Up they have been prepared without written consent. twisting Door M 3 4 W 4 REV: e ace 35 35 35 pr35235 * 35 * 35 35 35 * 35 * W35 * n erson Repleee Existing Q Windows with New { Match Existing Siding Match Existing Siding Match Existing Siding 22'-0" NEW ADDITh' NEW ADDITIDf' I» t., RIGHT ELEVATION REAR ELEVATION_. ----- SCALE:1/4"=1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: B 1 11 11 1 12 6 „ 12 NOT FOR CONSTRUCTION � ' "'-°" -°" USE UNLESS r---------------------------------------------------------------, CERTIFIED BY A TW3052* 3"SM. TW3052* 3"SM. TW3052* 3"SM. TW3052* 3"SM. TW3052* Match Foscio Height j PROFESSIONAL 3,, (1)1/a'x 9Yz" LVL- HEADOR—(LET—IN, SEE-SECTION) -- ENGINEER w CTC3 ABOVE I rn o I A r, U') x w "; j A I rn VIRT n l w i IV F > 4X10 DOUG FIR COL R TIE SET AT 9'-6" r C I `� J I 35 �� E 11* 35 C:) o n Fs O wM co I I Ld M 9 Y" LVL Headers Above I o 4X10 DOUG FIR COLL TIE SET AT 9'-6" N I 9 Y" LVL Headers Above all Windows and Doors i w z M all Windows and Doors (see sections) ; o > UNHEATED OR AIR CONDITIONED J I (See sections) PROJECT: 03 Match Existing SidingN J ` Of N I N SUNIAOOM w M 22,4 l Ld o ; ADDITION 4X10 DOUG FIR COIIARTI TAT ; FOR THE NEW ADDITION I v I J N XN GIACONELLI LEFT ELEVATION r: - M �w ;7, � I RESIDENCE SCALE: 1/4"=1'-0" i N xx o 4X10 DOUG FIR CO R TIE SET AT T-6" `= l 1245 AUGUST LANE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE D v J Verify RO. Dimensions of the I Existing Door Prior to Ordering GREENPORT NEW YORK N1102.1.2(R402.1.2) Insulation and Fenestration Criteria i the New Frenchwood Outswing Door The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zonet t specified in section N1101.7 FW06068 I DRAWING TITLE: N1102.1.2(R402.1.2) INSULATION ANID FENESTRATION REQUIREMENTS BY COMPONENT' Verify Dinners 31 ions �� �� —J of Shelf Area Prior " N Shelf 1 Area B / CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BA8EMENTc SLAB d CRAWL to Construction 12 L�- Abo�e�' Door JJ 12 AS NOTED ZONE U-FACTOR LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE 6 SHGC b,a R-VALUE R-VALUE I R-VALUE &DEPTH R-VALUE 6 / 4EXCEPT h 10 2ft tiLo -'I � NOTES: MARINE 0.35 0.55 0.40 49 20 0813+5 8/13 19 10113 10/13 ii 0V Existing e� �1° THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Skylight ��oy .�`L/ DESIGN PROFESSIONAL WHOSE SEAL IS AFFlXED HERETO. INFRINGEMENTS WILL BE For SI: = 1 foot = 304.8 mm 12 =" 12 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD a. R=values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less 7 1 DESIGN CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE FESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR S than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the / UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R-value specified in the table. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. SEAL: DATE: EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where FLUOR PLAN MAY 02, 2016 the SHGC for such skylights does not exceed MAY NO: c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 'CE OF NEVV 996-2016 interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the SCALE: 1/4"=1'-0" ��Q �� )10 p.gq� '�,� DRAWN BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. OQ'� �9� BD CHECKED BY:: d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL r ,� j footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE n cu SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT e. There are no SHGC requirements in the Marine Zone. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Al 02 f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1110.10 and Table N1101.10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ��OFESS0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. g. Or insulation sufficient to fill the framing cavity, R-19 minimum. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation / 7 2 ( � DOB NUMBER: OF � a plus R-5 continuous insulation. 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization i. The second R—value applies when more than half the insulation is on the interior of the mass wall. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 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 ©fir DSq(N 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. I I KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting i 7 I ll Need to J I I I LL P0.Box 1675 Verify I 11I II L I IIJILLI phone: 1631)433-9084 LL �I W I W I Southold,New York 11971 E-Mail: ssbn654@opton!ine.net LUII III II i ILII I ILII I I I j 1111 1W_ll 1 l ==ILL I L I I I I I I C1 Kehl Design Associates,LLC o formerly D A K Associates,LLC - r - ;- ----, ' III II L __u i OWNERSHIP & USE OF DOCUMENTS: 14 I o c ascia ei hf I I Match Fascia Height Iu I I I ILI I I I I These drawings and specifications including the ideas, design and arrangements represented eadeiNe New_ L u `� therein, are the property of KEHL DESIGN " ASSOCIATES, LLC. No part thereof shall be ® copied, disclosed to others or used in connection Close _ with any work or project other than for which UpIIHF 10nn they have been prepared without written consent. Existing F ,. Door 4 fffi REV: W N ep ace35 35 35 35 35 35 35111 N-w 35 35 35 35 * LE n erson _.._ 0 Windows war) New Match Existing Siding Match Existing Siding 22'-0' NEW ADDITION I NEW ADDITIOP ' RIGHT ELEVATION- REAR ELEVATION- SCALE: 114"= V-0" SCALE: 1/4"= V-0" WORK NOTES: 1 . M 12 fi 12 NOT FOR 81-o• 22'-°' CONSTRUCTION v "� '� -°• -°• USE UNLESS __ CERTIFIED BY A I I I ' .• t -----• ------ SM. TW3052* 3"SM. TW3052* 3"SM. TW3052* ------� f � TW3052* 3"SM TW3052* 31 ' PROFESSIONAL Match Fascia Height _ ._ _ . �- i (1)13/a"x 9Y2"-LVL HEAD R (LET-IN, SEE SECTION) ENGINEER t CTC3 ABOVE i - cy rn o I A r� I x Q M I p Lit v_j 4X10 DOUG FIR COLLIR TIE SET AT 9'4" C 7777777= — I E i 0 �' I 3 5 W 11 3 5 I F o I W N Li - 9 Y" LVL Headers Above i o - `� * i 9 Y2" LVL Headers Above 4X10 DOUG FIR COLLAR TIE SET AT 9'-6" N all Windows and Doors i = z M I all Windows and Doors (see sections) ; o HEATED AND AIR CONDITIONED00 CD (see sections) PROJECT: Match Existing Siding N i `N -' SUNdOOM w M oI ADDITION 22'-0• - I X Li M 4X10 DOUG FIR COLR TIE SET AT 9'-6" J ; FOR THE VIEW ADDITION GIACONELLI LEFT ELEVATION r ZF ► M o N� � I RESIDENCE �0 4X10 DOUG FIR COL�AR TIE SET AT 9'-6" ~ SCALE: 1/4"= 1'-0" i N X< v t I o \= I PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE 101 Verify R0. Dimensions of the I 1D� 1245 AUGUST LANE> Existing Door Prior to Ordering t N1102.1.2 R402.12 Insulation and Fenestration Criteria I the New Frenchwood Outswing Door ( �y ; GREENPORT, NEW YORK ( ) — , I The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone M 21-1' �t specified in section N1101.7 FW06068 t DRAWING TITLE: —J ° Verify Dimensions ` N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTof Shelf Area Prior 1 1 ShelfAr o / CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL c to Construction 12 LI-�t Above Door JJ 12 / AS NOTED ZONE U FACTOR b U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE SHGC b,e R-VALUE R-VALUE( R-VALUE &DEPTH R-VALUE �6 76 \e/\ O NOTES: I 4 EXCEPT \ - ��oo J �e�/ D ����V THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10!13 l� Existing ��' ^�I J° Skylight �4'oj ��L/ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.INFRINGEMENTS WILL BE 12 e^ X `L+ 12 D PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL For SI: = 1 foot = 304.8 mm a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a' cavity which is less \ / FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the / Z MAR 1 7 2017 DESIGN EENFESSIONAL ASSUMES NO R AD LIABILITY FOR BASED ONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R-value specified in the table. b. The fenestration BUILDING DEPT. SEAL: DATE: U-factor column excludes skylights, The SHGC column applies to all glazed fenestration. FORMALLY A KNOWLEDGED AS REVISION TO THESE PLANS. EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where TOWN OFSOUTHOLD MAY 02, 2016 the SHGC for such skylights does not exceed 0.30. FLOOR PLAN PROJECT N0: c. "15/19° means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 996-2016 interior of the basement wall, "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the SCALE: 1/4"= V-0" DRAWN BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous CF NEW °''` insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. P�(E Y0 BDK 5� '� CHECKED BY: d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the DESIGN CRITERIA AND (CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL o ', .,'Pym •�", footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE * $� s ' �k SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT r- e. There are no SHGC requirements in the Marine Zone. WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n -` 2tv q Y 9 THESELIMITATISOTANDARDSE TH"ESDE�GN SHALL"COMPLY LIMITATIONS HEREIN. WHERE THE NTERNATIONAL ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Al 02 w f. Basement wall insulation is not required in warm-humid locations as defined b Figure N 1 1 10,10 and Table N 1101.10 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s �,� g. Or insulation sufficient to fill the framing cavity, R-19 minimum. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 6,p X S1 l In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 1, AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) R�FES tONP DOB NUMBER: OF p 2.AIS1 STANDARD FOR (COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization plus R-5 continuous insulation. of local governing agencies, such as Suffolk Count Dept. of Health Services Town Building i. The second R—value applies when more than half the insulation is on the interior of the mass wall. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 9 9 9 Y P 9 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL•DESIGN•ASSOCIATES, LLc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. I r I I