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HomeMy WebLinkAbout41157-Z Town of Southold 1/31/2019 P.O.Box 1179 oy ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40194 Date: 1/31/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 185 Stony Shore Dr., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-3-23 Subdivision. Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2016 pursuant to which Building Permit No. 41157 dated 11/14/2016 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: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT PORCH, SIDE WOOD STOOP AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Georgiadis,George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0045 11-13-2018 ELECTRICAL CERTIFICATE NO. 41157 06-15-2018 PLUMBERS CERTIFICATION DATED 12-12-2018 ick Dur nd CIOed Signature ���4guF�oc,f-�Q✓ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE c► . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41157 Date: 11/14/2016 Permission is hereby granted to: Georgiadis, George 48-58 188th St Fresh Meadows, NY 11365 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 185 Stony Shore Dr., Greenport SCTM # 473889 Sec/Block/Lot# 52.-3-23 Pursuant to application dated 10/28/2016 and approved by the Building Inspector. To expire on 5/16/2018. Fees: SINGLE FAMILY DWELLING - ITION O RATION $1,446.40 CO -N DWELLING $50.00 Tota . $1,496.40 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 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. /0 ;ZT, / New Construction: Old or Pre-existing Building: (check one) �! Location of Property: 195- S+ok, 1 o re b rt Ve_ o r House No. Street ii amlet Owner or Owners of Property: &o nam Co, Suffolk County Tax Map No 1000, Section ` Block 0 Lot - 3 Subdivision 41AP OF E17 oi-e,Cres Filed Map. Lot: Permit No. I ! Date of Permit. Applicant: G e_.�o,-qz_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert&town.southold.ny.us Southold,NY 11971-0959 �® C®U6 ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD L CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: George Georgiadis Address: 185 Stony Shore Drive city,Greenport st: New York zip: 11944 Building Permit* 41 157 Section: 52 Block: 3 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DZ Electrical License No: 37164-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt Ceding Fixtures 7 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel - A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment. "Modular House" - Basement and Outside Only Notes. 200A Underground Services. Inspector Signature: Date: June 15, 2018 0-Cert Electrical Compliance Form.xls 'aso Town Hall Annex Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �� Southold,New York 11971-0959 o�� l1NTV D �� - BUILDING DEPARTMENT _ _ ,JAN 2 °4 ,2019 TOWN OF SOUTHOLD TOWN OF S0 TI 1()LD CERTIFICATION Date: Building Permit No. Owner: e,c'�✓' e. 2r7 a C�iS° (Please pint) - - � Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of Dcc�� �� 20 j Frances M.Zizila /� 'Notary Public Stateof New York No.RZI6239800 Qualified in County ofueens ` Commission Expires 04851 /200 NotaryPublic, lX�'zi'^ S County tl� Of� UlyOlo ��'Y�OUNi`I,Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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: FM6 / �AVI -p ok f��rwl_ X) I- r�✓ pyi J t V J 4Dr DATE W L4 dazi ANSPECTOR so cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [vf FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: Im at, - 1 DATE INSPECTOR pF SOU �oy�0 THplo , # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] GH PLBG.- [ ] OUNDATION 2ND [ INSULATION [ ] FRAMING /STRAP-PING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 %��pinr-x 1o� o7ftoJ64 v �w4tovlt flov/ �Aw"O�j DATE INSPECTOR q SOUTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 7 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: le, s DATE aln Ir INSPECTOR UF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL-AT [ ] FRAMING /STRAPPING [ ] FINAL A/I [ ] FIREPLACE & CHIMNEY [ ] FIRE SA ETY' INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] CAULKING EMARKS: 6) flol S r S tack Tito rAl- Ex ���b�wG h�iQJ DATE INSPECTOR �F50 o�� Glyo! # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ "'FINAL /IId [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 INSPECTOR FOUNDATION(1ST) , ' R , Mill WANWA • • 14 71%11 tai ` ME ROUGH FRAMING& PLUMBING mEwy. YOU INSULATION PER N.Y. ORE., m- ADDITIONAL COMMENTS WF • f • r w W L�1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING;DEPARTMENT Do you have or need the following,before applying? TOWS ALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 X-lanning Board approval FAX: (631) 765-9502, � Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form -N.Y.S.D.E.C. -Trustees C.O.Application Flood Permit Examined ,20D ���a�V n� `� Single&Separate r ` Storm-Water Assessment Form D Contact: Approved 20' 0Mail to: Ueo c'ae Disapproved a/c $ ING DEM". Phone(q/7 . 6 q —131 Expiration ,20 FSOUTHO D Building InspVctor SEs 3 � .2016 LICATION FOR BUILDING PERMIT ' Date , 20 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. .e�. - —meg _ ' �1 _ ignature of applicant or name,if1h corporation) (Mailing address of applicant) i 1-3 State whether applicant isowner, essee, agent, architect, engineer, general contractor, electrician,plumber or builder A Name of owner of premises G_e�r.4 -e— �.�.e�y.��,�c1� (As on he tax roll or latest deed) If applicant is,a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: + r $3r - :5 ..n i./ 5✓�r� I�C`l �� Cs r° on k7u r�1 House Number Street Hamlet ` County Tax Map No. 1000 Section 5 Z Block 3 Lot � Subdivision /'7 :) r r -err-- � Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/C'- n ct "f / j- A/ b. Intended use and occupancy S6 n� le— loq .�, �'e, �' � " 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �, 0-0-0 a C. 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ��" Rear Depth 11'4 Height /4 Number of Stories nr�E Dimensions of sarrAe structure with"alterations or additions: Front A" Rear,/ Depths Height WA Number of Stories i ;r "t ti r ii 8. Dimensions of entire new construction. Front �2 - G, Rear 7 Depth Yy" a Height �jea eft Number of Stories �- � , r 9. Size of lot: Front �7Rear /S�6 Depth ' g 10. Date of Purchase�� • I G Name of Former Owner 141- V v.n � � �, ko 11. Zone or use district in which premises are situated � ? 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO r./ 13. Will lot be re-graded? YES ANO Will excess fill be removed from premises? YES '- ' NO 14. Names of Owner of premises Address ,Ksl3n�1�eKLCw's, LPhorie No. -75,q- 74 1 Name of Architect_ice Address 12-00ECL Phone No G 34- Name of Contractor - �., -z. 7 Address 9 A- ' Phone No. 631 - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * 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 v-' * 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 V"NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: �k COUNTY OFS (361k 2c 6�2ZGI A-06 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the b �`O'2f' (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicatio 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. Swami to before me th XT 6 Yq,PERKINS day of � ,State of New York atNo.01 PE6130636 a ' Suffolk Cou Commission Expires July 18 S11FFOli�, BUILDING DEPARTMENT- Electrical Inspector' TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �y o� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocter.richert(a town:southold:ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: , Date: 3 Company Name: b�- -- c�L (5- w c Name: �rrJ evwA - License No.: _, 716 V—r4 t�' - email: Address: of s'T.4T �✓ ? Phone No.: -6-3 /_ V'51 - JOB SITE INFORMATION: (All Information Required) Name: - Cross Street: Phone No.: _ c/�? - _ /3 - - - Bldg.Permit#: �/// _-- _ _ - - email: .- ` Tax Map. District: _ 1000 Section: Block: Oj Lot:.. ;Z, BRIEF DESCRIPTION OF WORK(Please Print Clearly) A-A60-) &�j fSl— Q,�� Circle All That Apply: Is job ready for inspection?: k E / NO Rough In Final Do you need a Temp Certificate �1� -Sl/ NO Issued On , Temp Information: (A Ion required) ZX Seiv _ice.Size 1 P 3 Ph Size: _�� A # Meters _ _Old Meter# � [ w Servi Fire Reconnect- Flood Reconnect-Service Reconnected - ndergroun - Overhead #t',Under-qrotuund-Laterals 1 2 H Frame Pole Work done on Service?_ Y Additional Information:: tia,� 7-10 X11- P - - - --- - - - - ,. PAYMENT-DUE WITH APPLICATION, fb 82-Request for Inspection Formals (. ,, FFOC,��oG Town Hall Annex � y�4 Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P_ O. Box 1179 a ` Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: l o (% � 1 (o Owner:; Location of Property: j SSS /I q LIc/ Please take n-tice that the (check applicable line): - New residential structure Addition to existing residential structure r= Rehabilitation to an existing residential structure :. to be constructed or{performed at the.subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Ont S Capacity(check applicable line): i Owner Owner representative TrussResReg15.docx Effecfive 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE- - - - _.- - - - ___ - . - - - --- DESIGNATION-OF CivNS T riU%TiOiv -- (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN_ REFLECTIVE WHITE 4 - 112" STROKE , •--•---•---------- •-- -•-- • �v�"srG�iA�rani-�o�'-s�it�e��itrrdt -•- -•--•-------____.__.�----------�__r.��_ ---• COMPONENTS THAT AREOF TRUSS CONSTRUCTION - "F" FLOOR FRAMING,-.INCLUDING - GIRDERSjAND BEAMS-_ - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMI(IG TRUSS IDE flRCATIQN SIGN - UAN(V E Wl-H 19 I YCRR PART 12G54�-.q NOrMSCXE :crows olvrstartSITILE TRUSS IDEMZFIC� ON SIGNDATE:0020Q5 --�- -: - - N E EW YORK STATE DEPARTMENT � STATEa ' t DIVISION of CODE ENFORCEMENT AND ADMINISTRATION George Georgiadis 4858188 th Street Fresh Meadows, NY 11365 January 24, 2019 Building Department D D Town of Southold P.O. Box 1179 Southold, NY 11971 JAN 2 4 2019 Re: Building permit#41157 TOWN OF SOOLD 185 Stony Shore Drive Southold , NY 11971 Dear Sir/Madam: I, the undersigned, George Georgiadis, do hereby affirm that the Soil Stabilization requirement, as stipulated in Chapter 236, will be completed no later than six months from the date of this letter. The requirement cannot be fulfilled at this time due to current weather conditions and freezing of the soil. Thank you for your understanding in this matter. Sincer ly, George Georgiadis CONNIE D. BUNCH Notary Public,State of Nov York No.01 BU61 85050 Qualified in Suffolk County Commission Expires Ap it 14,2Z)� D o�noov j ay, i George Georgiadis 4858188 th Street Fresh Meadows, NY 11365 JanuarY 24, 2019 Attn: 9' Building Department DD Town of Southold JAN 2 4 2019 P.O. Box 1179 Southold , NY 11971 ��Tp^� 1 18611L DEALIGYT�pA%��gb.P4'A TOWN OF SO V i HOLD Re: Building Permit#41157 185 Stony Shore Drive Southold, NY 11971 Dear Sir/Madam: I, the undersigned, George Georgiadis, do hereby affirm that the following circumstances are true and factual. The above referenced permit was received by me several months after the approval date as I was unaware that the permit had been approved. I had left the country for several months to care for my ailing father, who subsequently passed away. I did not receive any messages as I had no cellular service in the foreign country. Subsequently, the stress and sorrow of my ordeal had its own consequences on my health as I became ill. An inspection was requested prior to the expiration date of the permit. An inspection was conducted on the actual expiration date as that was the first available. During that inspection, I was provided a list of minor items to complete. I completed the items expeditiously as requested by the inspector, with the exception of the egress well ladders and grates that had to be special ordered. Notification regarding the delay with the special order items was provided to your office. My first knowledge of that requirement was brought to my attention by the inspector on the inspection that took place on the permit expiration date. The egress well requirements were installed upon their delivery. Given the exigent circumstances, your understanding in this matter is greatly appreciated. Thank you for your assistance. j Sinc ely, I y2 George Georgia is CONNIE D. BUNCH Notary Public,State of Nov York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,K1�11 O e-" t- J M Fidelity National Title fff I f INSURANCE SERVICES;LLC TITLE NO: 102999-SUFF District: 1000 Section: 052.00 Block: 03.00 Lot: 023.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: i SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above- captioned property has been in single and separate ownership by George Georgiapis and his/her predecessors in title since prior to 1983 except as follows: a a (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 19, 2016 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sandra J. Goleski Sworn to before me this 'I 9th day of October, 2016 JUNE SCOTT Notary Public Notar+P011%State of New York NO.OISC4793043 QuaHW in Suffolk Coun 24 CommercrR lW* KJP York 11901 • (631) 727-0600 •Fax: (631) 727-0606 t y _11 Fidelity National Title sir 1 f INSURANCE SERVICES,LLC TITLE NO: 102999-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-052.00-03.00-023.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-052.00-03.00-023.00 PREMISES ON NORTH: North Road PREMISES ON EAST: 1000-052.00-03.00-024.00 PREMISES ON SOUTH: Stony Shore Drive PREMISES ON WEST: 1000-052.00-03.00-022.000 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sandra J. Goleski Sworn to before me this 19th day of October, 2016 JUNE SCOTT .otary P..bb StMe ¢New Yoek Notary Public NO.OISC4793043 Ouafiflwl in Suffolk County, a, T®rm EXPIMS May 31,20 � 24 Commerce Drive •Riverhead,New York 11901 • (631) 727-0600 •Fax: (631) 727-0606 .q =� Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 102999-SUFF SUBJECT PREMISES: 1000-052.00-03.00-023.000 DEED Eleanor L. Ruch, as Residuary Devisee under Dated: January 30, 1981 The Last Will and Testament of Rec'd: March 4, 1981 Valentine Ruch, IV, deceased Liber: 8968 Page: 360 TO Harutyun Kuzukoglu and Nuni Seta Kuzukoglu,his wife DEED Harutyun Kuzukoglu and Dated: June 7, 2016 Nuni Seta Kuzukoglu, his wife Rec'd: July 18, 2016 TO Liber: 12871 Page: 752 George Georgiadis LAST DEED OF RECORD i i PREMISES ON NORTH . I North Road i FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC i Sandra J. Goleski , Sworn to before me this ;19th dav of October, 2016 JUNE SCOTT Notary Public_State of New York Notary Public NO.OISC4793043 QuaMW In Suffolk County Term Exph o May 31, 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 •Fax: (631) 727-0606 Fidelity National Title Now I r INSURANCE SERVICES,LLC i TITLE NO: 102999-SUFF PREMISES ON EAST: 1000-052.00-03.00-024.00 a DEED Eleanor L. Ruch, as Residuary Devisee under Dated: January 30, 1981 The Last Will and Testament of Rec'd: March 10, 1981 Valentine Ruch IV, deceased Liber: 8971 Page: 137 TO Zakariya Gunusen and Mari H. Gunusen, his wife DEED Zakariya Gunusen and Dated: May 13, 2015 Mari H. Gunusen, his wife Rec'd: September 8, 2015 TO Liber: 12831 Page: 169 Sahen Gunusen, Trustee of the Zakariya Gunusen and Mari H. Gunusen Irrevocable Personal Residence Trust LAST DEED OF RECORD PREMISES ON SOUTH Stony Shore Drive i, FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sandra J. Goleski Sworn to before'me this 19th day of October 2016 j NE SCOTT j Notary Public,State of New York P4043 Notary Public 9k Co � Qualified in Suffolk County Tenn Expires May 31,20�� I 24 Commerce Drive No Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 102999-SUFF PREMISES ON WEST: 1000-052.00-03.00-022.000 DEED Eleanor L. Ruch, as Residuary Devisee under Dated: January 30, 1981 The Last Will and Testament of Rec'd: March 4, 1981 Valentine Ruch IV, deceased Liber: 8968 Page: 362 TO Yetuart K. Ohriker and Virginia Ohriker, his wife j DEED Yetuart K. Ohriker and Dated: November 20, 1986 Virginia Ohriker, his wife Rec'd: December 16, 1986 TO Liber: 10192 Page: 574 Virginia Ohriker DEED Virginia Ohriker Dated: November 25, 1997 TO Rec'd: December 8, 1997 Robert Kalenderian and Liber: 11866 Page: 432 Catherine Kalenderian, husband and wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC i Sandra J. Goleski Sworn to before me this 19th day of October, 2016 JUNE SCOTT Notary Pubila;State of New York Notary Public 'NO.OISC4793043 I Qualifted in Suffolk County Term Expires May 31,20 l -A 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 •Fax: (631) 727-0606 - r;(li c$ca':i• '^�•a:,u'-a .. ,... .., _, .'--,_�++s.:•ra*a�,°".�—•i"�.--may'--`,.-.'^;=� r"•' � _ o �?'J•�IJ�,f?.c_;�' ,�•� '}?nom+•�.t: i ' �T,_ :�t}•a}at3ttt - , .. .- • t�'.�h�- P���'�}}���iF�'�•}. 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(2) • fii the '�, "h8_^E rij r_, lyE ti it ttd it!x�iT. ijilc Y' MI 'L4 BGr�fit� or ed J-.eez t co she apse- rrnt area. hsx-ain- MN 3escribueii �s t 1? •bb- a� asd;taLZy t:ecesaary to ast ,Orantaa.'J�: #��j �a•��]��.ti�a`sal'1�' ac�u��:�n:���t z cea fro:.t inM�.�,�e�3nea. d S E(V- 41 the Zrf t to entinr tinorj those- areas depor l)?_4 o-l:nsx L,larl the area b,.*kj s t 'nt made -sV-bQeot 'tO Oa,somAiI�t, fr'gnj �Jtne -to tirme mi h m�ri, eh J e�s nth e.quipfitant ps nia� p.6 i7�aesgary to -, a Brant s1.1,ghfis he ei n granted, ,xestri�t�d ,Yio�svari all- aroa five fc,s width zl'ovg &jyd the- outside ,paz'iime er 1i as two Stec a ' Tills`-D the G'ra:� es sti I-1 gLt d ii -a-IOLant 4iia wa .rn �i.e:: c 'hA,9, arta and s Asage 'haxrm $s`s gr d' 'naemnl y '�e G.r to fromn ]l�Lt73� tc ' its' fax' 'oi- tha, P ni bZiyc qb tray :at ar"y t3:t e �€ccur oris aid • rid' n� ] cr� e sel�t 4i�r �tarit�t�aricer rit7 � a _ lirri911{{� 11tY`91 �1'C to W6- gtah- ,.• �' sL' i'��ity11 '�it�`��?�,'tl.C! `c� Y•=J;LB �' •1. • � g_ r�a�' �o a�`ec., o�' ma�n��ir�.Y�'.1-;��r3.n �h�• ��sam���: - , raa , ni° €� c:�i.7 abs nuc�i'oxis, oft3 +rid.'ox - raii 'ehoee : } �7 :asia yaa may s,?ee:�fical� oQnetx , _in '_ zri,� and &iiri18� M is gran ad s}is l �: '� t�: na'ti;G''�:us�r�: ; �i��: �t€;d ��i�d..a�i[i •�h•���;��-�a�. s st�,.oa.or`ar as9a; r} r ` ' ` �' s'•�xR p the 1p.Vgnt• •phi= _ - - _ 's-.�:as'amari� ��.-s'. h� ]:Qzi��� ;ne��$a;•�� �ie������y - _ 4 '•_���� .�l ��• 'bF"��'�Yb'&'7.• '�i};k•�7�7],�: ��` F?���li:�tf3.1��'-�TYf 3• .. _,-• •_ - • ' '': = iii l"dg�is trriri 'i c::es;�: ;arcs ie r }., d n titd,. •.. ...si. iia.�. : v�-�_••'.•-......��•'-'_t rwa1�...�'.'�:.1�•-!•.M wv:-.h .. _ - - _ ._ : „-r^�^.�•r.^- - -_'.-�'•_'--s-'t""'",-,-v?=+=�^�"-=-•r+�,.-:-::s:..+w«.^,----'"---,..... ,,,,,,��.,,t.�.,q,r....w.:,,_-:.,ter-+Hro.'r...- IN WITHP.IESS WIL.r'UraFM . the Grantor has caused these presents to b duly executed the day and year first above written. t IN PRESENCE i t LUIGI MARINUCCI � a -WqRMU , ,KUZ QGLU NUNIK SEN KU�ZS 10 I I !VU I STATE OF NEW YORK) - , COUNTY OF FGM--} On this -? � day of � 1 , 1994, before me came Luigi Marinucci, the subscribing witness to the foregoing instrument, being by me duly sworn, did depose and say, that he resides at 590 Bayberry bane, Town of Southold, County of Suffolk and State of New York, that he is and then was acquainted with and knew HARUTYUN KUZI]KOGLU and NUNIK SETA KUZUKOGLU his wife and ZAKARIYA GUNUSEN and DIARI H. GUNUSEW his wife to be the individuals i described in and who executed the foregoing instrument; and that he, the subscribing witness, was present and saw them executed the same; and that he, the witness, at the same time subscribed his name as i witness thereto. i Notary Public �SONSO� 9 PWI%Sft%ot.N*Wy0rk ali.ied in Rrmx M� �15 i (5) I I EXHIBIT ONE DESCRIPTION FOR RECHARGE BASIN All that certain plot, piece or parcel of land situate j lying and being at Arshamomoque , Town of Southold, County of Suffolk and State of New York known as and by the easterly 34 feet of lot 2 and the westerly 36 feet of lot 3 as shown and designated on a certain :nap entitled, " Map of Shorecrest at Arshamomoque • Town of Southold, County of Suffolk and State of Mew York and filed in the Office of the Clerk of the County i of Suffolk on April 6, 1971 as Map #5584 Togetber with an additional 5 feet in width along and outside the easterly and westerly perimeter lines of the above Recharge Basin. l i. k: f- i I ' t SURVEY OF PROPERTY CERTIFIED TO. A T GREENPORT GEORGE GEORGIADIS FIDELITY NA710NAL 771LE INSURANCE SERVICES, LLC TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-52-03-23 SCALE. 1'=50' FEB. 22, 2016 MARCH 03, 2016 (PROP. HOUSE) APRIL 21, 2016 (REVISIONS) 1eve JUNE 7, 2016 (CER7IFICA710NS) \ OCT. 12, 2016 (HAY BALES & SILT FENCE) 01 VJE\.\-Gy�PR ]R0AV " E0 Of PF`VEMENvn.. W P EL �N.\W 150• 0' N ix C� S rU'p 1,6•p0' F0�x C BOE Of Pp�ME N1 � 1 C ow��NGERI x Y�' USE Of pRop�LT�C �tJ� G i oys �\ 400 2 , ' Z o a13.H >Qo 1 x $^ vAC13B,oN�a x PC A . o- w \/m`l Z O T NK r�2 C.� •L�fi 2p 0� �1 CURB x0'2�j4'•00 E\.� 3 CpSN 16.00 c\ 150.00 r. lap,51.3 V7 - CpSCN RB ' - - -- -- - --- - - --� - _----- - - - -�- -���00w��-�_ - -_- - - - "�.I—'J�--•_�_- BPS\N —CONOR�'��-- -� ----__-- —--^.. 30 5 35 O� ��_ E E 10$ CONCRE�CURB SBARSo �1NffN� S~ �PTER \05 �OLPS\ON5 UN��OWN N TO�y IeuB\'\C. 1 X43 GEySP \ D WPfgRI r � CONCR£�CURB pVJELLMG leVv'1G Pl r_ 1 r� TEST HOLE DATA McDONALD GEOSCIENCE 12/23/15 EL. 14.3 BROWN LOAM OL 1, PALE BROWN SILT AND SANDY SILT ML PROPOSED SEP71C SYSTEM (4 BEDROOMS) 9' [1] 1,000 GALLON PRECAST SEPTIC TANK [1]8 FT JA.x 12 FT DEEP OL PALE BROWN PINE TO COARSE SAND SW W11N 3DPRECAST SAND (SW) COLLAR, 3'ABOVE GR UNLEACHING POOL D WATER w17H IOX GRAVEL RAIN RUNOFF CONTAINMENT `��� E HOUSE 1048.8 sq.ft. 1t+4;fA 17, 1048.8 x 1 x a 17= 178 cu. ft 178/42.2 = 4.2 VF `a R NOTE. NO WATER ENCOUNTERED ` �f` -?'4 x= s - PROVIDE 1 DW 8'0 X 6'DEEP � OR EQUAL SUBDIVISION "MAP OF SHORECREST' FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APRIL 6, 1971 AS FILE NO.5584 4s4 ' ELEVA770NS ARE REFERENCED TO NAVD 88 / . .S. LIC. NO. 49618 ANY ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C. OF SEC71ON 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CERTIFICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYOR TOTAL AREA=26,782 SOFT. 12JOTRAVLD,ELER Y. 11971 STREET 15-249 WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY A T GREENPORT TOWN OF "SOUTHOLD SUFFOLK COUNTY, NY 1000-52-03-23 ep SCALE. 1'=50' FEB. 22, 2016 «F21!13'01% MARCH 03, 2016 (PROP. HOUSE) APRIL 21, 2016 (REVISIONS) ` �OWEc WpZER) \ 1 CpWE�wN�R) pWEL�sNPz\c SCR PALE WE CLEPR QO EpGE OF PA�EM LL j v ENt v,+w N RTH�R EL 09 i'O�?ugl\G WP 50.p0+ X1'12 36 0o x o n 11 00+ _ U1 „NTppLE 0. of EX G EpGE GF PP�EI.,\ENt16.0�+3 ci: "5 '0T® Pug Z o 113.0 , � - x o po LOT O , , Z % N?�ING ' Oi1 Cc1 z i Z PSI vol � TA • , in 27 B ��'O J 150,' �u+;"Ip\jdN'01` �$, FEj',N.36•��' GpNCRE� NRB 2 3 '00 s E013 G� GPSGH 'E,/ £ 16'00 qF 15000 BPS1N a� .o0•w DRQ BASIN- -CONGRESS 10a 30 51535 HO Ig CONGREZE ARB S�,'J, p'CEK O4 SjREEj� p'CIONS\R00 N TONY W �. S GESSP00���C 1 X1.1-�"0 0 ZER) RB �� Gu GONGREZE Excavati®n inspection ® SUFFOLK COUNTY DEPARTMENT OF HEALTH SE VICES 1'i� IOM P:R A ®r unitary System PERMIT FOR APPROVAL OF CONSTRUCT By Health Department SINGLE FAMILY RESIDENCE ONLY Department JUN 0. 2 2016 e�S MCD LD GEO�SCIE�NCCEEXDC H. EF. NO. 12/23/15 APPROVED EL. 14.3 BROWN LOAM OL BEDRO017, 1' FOR MAXIN4 F 1�„ EXPIRES TI-!RE YEARS FE'sOP11 DATE QF APPROVAL rf i PALE BROWN SILT AND SANDY SILT ML PROPOSED SE P71C SYSTEM i wr f 91 (4 BEDROOMS) [111,000 GALLON PRECAST SEP71C TANK Cr [1]8 FT. DIA.x 12 FT. DEEP PRECAST CONCRETE LEACHING POOL PALE BROWN FINE 70 COARSE SAND SW W17H 3'SAND (SW) COLLAR, 3'ABOVE GROUND WATER WITH 10% GRAVEL RAIN RUNOFF CONTAINMENT HOUSE 1048.8 sq.ft. 17' 1048.8 x 1 x a 17 = 178 cu. ft. NOTE. NO WATER ENCOUNTERED 178/422 = 4.2 VF of NEPV OR EQUAL DW 810 X 6'DEEP °+� 0 60 .1.MEr ' SUBDIVISION MAP OF SHORECREST" FILED 1N THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APRIL 6, 1971 AS FILE NO.5584 a ELEVATIONS ARE REFERENCED TO NA VD 88 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 3 . LIC. N0. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIRCA77ONS ECO 631) 7-.W#- ORS, P.C, 0 FAX (631) 765-1797 HEREON ARE VALID FOR 7HIS MAP AND COP/ES THEREOF ONLY IF P.O. BOX 909 SAND MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA=26,782 SQ.FT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 F15-249 r 1 - SURVEY OF PROPERTY CERTIFIED T0: A T GREENPORT GEORGE GE°RG'A°'S FIDELITY NA77ONAL 717LE INSURANCE SERVICES, LLC TOWN OF SO UTHOLD SUFFOLK COUNTY, NY 1000-52-03-23 SCALE 1'=50' FEB. 22, 2016 MARCH 03, 2016PROP. HOUSE 2016 2016 ( REVISIONS) ) \ DwE`G��wG ERS APRIL 21, JUNE 7, 2016 (CE 77FICA 77ONS) OCT. 12, 2016 (HAY BALES & SILT FENCE) NOV.04, 2016 (REVISIONS) D`►� wG ER' IPUBL l 1NG \ CC+' Pow WELI.G�EAR ^O A �G�OF PA�M�T( vrcN YEW`ENj + w pOLE 116.00 �1 E �: - . EpG �PA EL`45 • � `1 �s 1D��`NG�R1 '01 O 11 Off'- .6 1 70SED O Ct SNE OF G, PRO&T AC $ALJ NOMAI V J `>$> 10 a`; y$ ipwt x FE p0 N E�CpR ,5.0' < .N, MSN. 4 �� _. 1� �•N,36• C {��C ..r"o1 �` oin`� �n "°.2•J4'.o0 1,.3 � / o• o. �� 0o, oo•61 BPSN 16. G X50 >r^1t Fy Al. CL c0 or,.39 No 0 RIVE BASN GONCRE��R8 g3� 535+D of �y" 0 57 UNE CREW`C�Re pRop&SILT SHRhSREES1 u N�WN \N �Eggo E4 43 IL ,NpC(F� •l CpRB �j• CONCRE� �� IPVO�'1G W A1ER1 '�R0910N��q�MEi�,T,•COR1jR0l� Shall include but notlimited to: A well maintained Construction Entrpnce, WireBacked Silt Fencing, stabilization Seeding of exposed and/or inactive 6005, DRAINAGE INSPECTIONS ARE REQUIRED TEST HOLE DATA Contact TOS Engineering McDONALD GEOSGENCEat 765-1560 before 12/23/15 Backfill,OR Provide Engineer's Certification EL. 14.3BROWN LOAM OL that the drainage has been Installed to Code. 1' APPROVAL OF STORMWATER MANAGEMENT PALE BROWN SILT AND SANDY SILT ML CONTROL PLAN " O n CoMr PROPOSED SEP77C SYSTEM Date: (' 110- - 91 (4 BEDROOMS) Appmved by: ..o [1] 1,000 GALLON PRECAST SEP77C TANK [1]8 FT. DIA.x 12 FT. DEEP PRECAST CONCRETE LEACHING POOL PALE BROWN f7NE TD COARSE SAND SW W17H 3'SAND (SW) COLLAR, 3' ABOVE GROUND WATER WI711 10X GRAVEL RAIN RUNOFF CONTAINMENT HOUSE 1048.8 sq.ft. 17' 1048.8 x 1 x a 17= 178 cu. ft. N07 ' NO WA7ER'LENCOUN7ERflD DRIVEWAY(CONST. ENTRANCE PERVIOUS) = 750 sq.ft 7500.84.1,7 = 102 cu.ft. �''� 280/42.2 = 7 VF 280 cu.ft. { C NE;ev r� SUBDIVISION "MAP OF SHORECREST" FILED IN THE OFFICE PROVIDE Tr ()2 DWs 8'D X 4'DEEP ��+ OF THE CLERK OF SUFFOLK COUNTY ON DR EQUAL �� ti`•t y , APRIL 6, 1971 AS FILE NO.5584Al ELEVA77ONS ARE REFERENCED TO NAVD 88 ANY AL7ERA710N OR ADDI77ON TO THIS SURVEY IS A VlOLA77ON �-' .S. LIC. No, 49618 OF SEC71ON 72090F THE NEW YORK STATE EDUCA77ON LAW. P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER7IF/CA7IONS 7 AX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA=26,782 SOFT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 F15-249 IURV SY OF PROPERTY i A T GREENPOgRp T g� CER77FIED TO. GEOE GEORGIADS TO WN OF SO UTlZ OLD FIDELITY NA77ONALI 777LE INSURANCE SERVICES, LLC SUFFOLK COUNTY, N. Y. 1000-52-03-23 ® SCALE. 1 -503D FEB. 22, 2016 � OCT 2 3 2017 MARCH 03, 2016 (PROP. HOUSE) APRIL 21, 2016 (REVISIONS) JUNE 7, 2016 (CERTIFICATIONS) r7 . -1-, OCT. 12, 2016 (HAY BALES & SILT FENCE) J �'�I�O� O. NOV , 2016 (REVISIONS) TO-WIN®�g� H®� V. JULY 17, 2017 (REVISION RELOCA 7F PROP. HOUSE) OCT. 23, 2017 (FND. LOCA77ON) ` ID qo--wG ER' 1 �V0\,1G 1 p-,46)p� SIG \ 64 P01J: U SPR ®� E4 EDGE f P ox,Mh- � E69 ®�iWATE G EEH26. Oxo J-01 g4.000x" 'c�fT rU p0� A5Q' ,16 QQx�x C f MEN( ``p1�E. U) pp of PPE ,P , u1�G�R1 ZL�tgS O ` tS bv-\c, �Q� c� �o Q v x 1�3ADr 1 o % y Z 7 00 Z G N � � r ELS y 6.7'a r 61 o c y 275 ; �^ VACANT S•� �o n z Ti Z ,0 4.8 N o ``) O TANK o m ORCH 1 � o AREA 4 9 138 13.9 BAR x ENHANCE 1 fr..N 3fj��' CONORE�OURS co f t o ,p5£• Ln QQ 3 O • " 2g.�J4• E�.1 pSOH 11b-'jam'`Acs 1�°►S'�1 - p ns�N - 3 - - -- -- - 7 � to E�1. 6P51, Ool% 11, E pUR9 a3p 5��0 ,O OON E�GURB 57 S14OF 1N 5-T?-se OGA11�N5 �NoWN '1 ONS 1P�01 IG GE55P�OL 1.� G �N � \G WA1ER1 V� CONE. IP LIG W A1EK1 L/ L® �� TEST HOLE DATA McDONALDG E15GENCE EL. 14.3 BROWN LOAM OL 1' PALE BROWN SILT AND SANDY SILT ML PROPOSED SEP77C SYSTEM 9, (4 BEDROOMS) [1] 1,000 GALLON PRECAST SEPTIC TANK [1]8 FT. D/A.x 12 FT. DEEP PRECAST CONCRETE LEACHING POOL PALE BROWN FINE 70 COARSE SAND SW WITH 3'SAND (SW) COLLAR, 3'ABOVE GROUND WATER WITH 10%GRAVEL RAIN RUNOFF CONTAINMENT HOUSE 104x8 sq.ft. 17' 1048.8 x 1 x 0.17 = 178 cu. ft. NOTE. NO WATER ENCOUNTERED DRIVEWAY(CONST. ENTRANCE PERVIOUS) = 750 sq.ft GF NEW 750xO.8xO.17 = 102 cu.ft. 280/42.2 = 7 VF 280 cu.R. r0 �� 6.EU'aE��� trl SUBDIVISION "MAP OF SHORECREST" FILED IN THE OFFICE PROVIDE (2) DWs 8'/ x 4'DEEP OF THE CLERK OF SUFFOLK COUNTY ON OR EQUAL APRIL 6, 1971 AS FILE NO.5584 ELEVATIONS ARE REFERENCED TO NAVD 88 ANY ALTERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ONS. LIC. NO. 49618 OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW. P Id7tA S, P.C. EXCEPT AS PER SEC71ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS (6317-165-5-0210- FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY It- P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA=26,782 SQ.F7. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 15-249 SURVEY OF PROPERTY SCDHS REF# R10-16-0045 � p AT GREENPORT �g CER77RED TO:GEORtY-- E GEORGIADIS TOWN OF S®V T OL RDELI /firTY NA77ONAL 777LE INSURANCE SERVICES, LLC SUFFOLK COUNTY N. Y. 1000-52-03-23 SCALE: 1�-50' FEB. 22, 2016 MARCH 03, 2016 (21, 2016 (PROP HOUSE) JUNE APR/7, 2016 (CER77RCA77O1VS) OCT. 12, 2016 (HAY BALES & SILT FENCE) NOV 04, 2016 (REVISIONS) JULY 17, 2017 (REVISION REL OCA 7E PROP. MOUSE) OCT. 23, 2017 (FND. LOCA770N) SEPTEMBER 19, 2016 (Final Survey) 1, "C oo OCTOBER 10, 2016 REVISED FINAL W�N WG e1 p�wNG 1 pOtE T S�kG NO'® 10 ® 0% Ur��n . X16•®® ��® "N � pow `��®•�� p X14.5 • 2 1` � ��L W G sol O ® 11 '700 1 Dd m 7 ® ` 5 �NpOW m G (n x 87 67t� �r SNGE '• G SER z 7 8 ,000 ` N AC. UN�o f 1 LQ"C O STOOP REV p N COITE CONCRETE m_ CONCR % 41.4 CE.ENTRY o PORCH 1 36.0 c .34.0��. owl. wl 0j1 143 l�G` to E�. Fy 1.7 pp1p��m{ Ji cAN�E�cUAe ® ST�TI UNKNOWN 5T® � , LIG WASE y�Pp01. LOGPS`oNs �� 1 D*El k WG �� CURB �p4GR� P � fir_ �� � �•, C0 t� :3 6� 9 a 1 �� u � b �"� 9 0 w a 9� w K U) CD TEST HOLE DATA SEPTIC LOCATIONS CD _ _ �3 McOONALD2G �EOSCIENCE 3115 A B .� 1 � t; ST 16' 31' EL. 14`3 BROWN LOAM OLLP1 26' 46' � -5 ' 7 rr� 1' CD CD Q LP2 31' 43' -`' :r X PALE BROWN SILT AND SANDY SILT ML ,_, ro P? 0 ss) C7 9' C' ' O m # 2 6 99 CA O � I PALE BROWN FINE TO COARSE SAND SW WITH IOX GRAVEL RAIN RUNOFF CONTAINMENT 17' HOUSE 1048.8 sq.ft 1048.8 x 1 x a 17- 178 cu. ft OF NE NOTE NO WATER ENCOUNTERED DRIVEWAY(CONST. ENTRANCE PERVIOUS) 750 sq. °t�' � 750x0.8x0.17— 102 cu.R. 280/42.2 a 7 VF 280 cu.ft SUBDIVISION MAP OF SHORECREST" nLED IN THE OFFICE PROVIDE(2) DWS 810 X 4'DEEP OF THE CLERK OF SUFFOLK COUNTY ON OR EQUAL APRIL 6, 1971 AS RLE NO.5584 a ELEVATIONS ARE REFERENCED TO NAVD 88 ANY AL7ERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON .S LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. E6OQI RVEYOR.% P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORTOTAL AREA=26,X82 �Q�,,T 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOU7HOLD, N.Y 11971 15-249 CREScheck Software Version 4.6.1 �(J Compliance Certificate Project GEORGIADIS s Energy Code: 2010 New York Energy Conservation e� Location: Suffolk County, New York Construction Type: Single-family t ' Project Type: New Construction e Conditioned Floor Area: 2,090 ft2 ®� 07876 Glazing Area 12% - Climate Zone: 4 (5750 HDD) of'ESJt® Permit Date: Permit Number: 06/30/16 Construction Site: Owner/Agent: Designer/Contractor: 185 STONY SHORE DRIVE APPROVED GENERAL ICON LEGACY CMH GREENPORT, NY 11944 CONTRACTING 246 SAND HILL RD 3 KENWOOD ROAD SELINSGROVE, PA 17870 GARDEN CITY, NY 11530 ,pompliance: Passes using U'#trade-off Compliance: 21.7%Better Than Code Maximum UA. 374 Your UA: 293 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,045 38.0 0.0 0.030 31 Wall 1:Wood Frame, 16"o.c. 2,456 21.0 0.0 0.057 121 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 301 0.290 87 Door 1: Solid 29 0.170 5 Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 1,045 19.0 0.0 0.047 49 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICON LEGACY CMH 120a 0 6/29/16 Name-Title Signature I Date Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Leg acynas\en g i neeri n g\D RAWI NGS\O RD ERS\62 00-6299\6299-NY\62 99.rck Pagel of 6 REScheck Software Version 4.6A Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and 1 ;❑Complies [PR1]1 !documentation sufficiently ;❑Does Not J !.demonstrates energy code 11 !compliance for the building i ❑Not Observable ❑ envelope. I Not Applicable ; 103.2, ;Construction drawings and -;[]Complies 403.7 !documentation sufficiently ! ;❑Does Not [PR3]1 !,demonstrates energy code ;QNot Observable ' J compliance for lighting and mechanical systems.Systems ❑Not Applicable serving multiple dwelling units ; must demonstrate compliance with the commercial code. I 1 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies ; [PR2]2 3 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: i other approved methods. ; Btu/hr ; Btu/hr ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\6200-6299\6299-NY\6299.rck Page 2 of 6 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation !❑Complies [F011]z protection. ; ]Does Not 1.4 s ❑Not Observable ❑Not Applicable 403.8 !Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not ❑Not Observable i ;❑Not Applicable j Additional Comments/Assumptions: '111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\6200-6299\6299-NY\6299.rck Page 3 of 6 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 4U2.4.4 ;Fenestration that is not site built" I ;❑Complies [FR20]1 is listed and labeled as meeting ;❑Does Not J :AAMA/WDMA/CSA 101/I.S.2/A440 i I or has infiltration rates per NFRC I❑Not Observable :400 that do not exceed code 1❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures! ;❑Complies [FR16]2 Isealed at housing/interior finish i❑Does Not 81 and labeled to indicate&It;= 2.0 ;❑Not Observable ; cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ;❑Complies [FR13]1 air handlers,filter boxes,and [ ;❑Does Not J ;building cavities used as return ;❑Not Observable ;ducts are sealed. ; a ❑Not Applicable 403.2.3 ;Building cavities are not used as ; ;❑Complies [FR15]3 I ducts or plenums. ;❑Does Not 9 ;❑Not Observable ; ' ;❑Not Applicable 403.3 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 `above 105°F or chilled fluids UDoes Not U ;below 55 °F are insulated to R-3. ❑Not Observable ; i ;❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR1'8]2 !pipes are insulated to R-2. j❑Does Not v ;❑Not Observable ❑Not Applicable 403.5 jAutomatic or gravity dampers are; ;❑Complies [FR19]2 E installed on all outdoor air ;❑Does Not !intakes and exhausts. 1 ;❑Not Observable j ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Legacynas\engineering\DRAW[NGS\ORDERS\6200-6299\6299-NY\6299.rck Page 4 of 6 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy, :1 303.1 !All installed insulation labeled or ;❑Complies [IN13]2 !installed R-values provided. UDoes Not j ;❑Not Observable !, ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\6200-6299\6299-NY\6299.rck Page 5 of 6 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, I Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 ;verified by blower door test result T❑Does Not [FI17]1 !,of&lt;7 ACH at 50 Pa.This v ;requirement may instead be met ; (❑Not Observable ; !via visual inspection, in which ; ;❑Not Applicable ;case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 (construction with maximum ❑Does Not J !leakage of 8 cfm to outdoors, or 12 cfm across systems. For ❑Not Observable 1 rough-in tests,verification may ;❑Not Applicable need to occur during Framing ; Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 ;Programmable thermostats ; ;❑Complies [F19]7 installed on forced air furnaces. I ;❑Does Not J i i❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [FI10]2 Ion heat pumps. i I❑Does Not U ; ;❑Not Observable ; f ;❑Not Applicable 403.4 1 Circulating service hot water ;❑Complies [FI11J2 Ssystems have automatic or ;❑Does Not J I accessible manual controls. a ❑Not Observable ❑Not Applicable 401.3 i Compliance certificate posted. ;❑Complies [F[7]2 {❑Does Not J ![]Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ; 1❑Complies [FI18]3 !mechanical and water heating s ;❑Does Not J I equipment have been provided. ;❑Not Observable ( ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GEORGIADIS Report date: 06/29/16 Data filename: \\Legacynas\engineering\DRAWINGS\ORDERS\6200-6299\6299-NY\6299.rck Page 6 of 6 PL UAID,EP CERT1FICATION ON LEAD CONTENT BEFORE CER TIF1CATEOFOCCUPANCY A �� � �� NO;;- SOLDER USED IN WATER DATE•// / //(� 13.P.# SUPPLY'SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. FEE t u C—� BY: � NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PfA FOR THE-- PLUMBING HEPLUMBING FOLLOWING INSPECTIONS: ALL PLUMBING WASTE 1. FOUNDATION - TWO REQUIRED &WATER LINES NEED FOR POURED CONCRETE TESTING BEFORE COVERING 2. ROUGH - FRAMING & PLUMBING 3.4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE s6 { Y REQUIREMENTS OF THE CODES OF NEW FOR USI C UNLAWFUL L� FU L DESIGN OR STATECONST UCTIONYORK NOTSIBLE ERRORS. WITHOUT CERTIFICATE F OCCUPANCY TRUSS PLACARDING REQUIRED -,ODES OF [ TOWN CODES NE\Al �j,LJ'i i'.�jy) 1 7P:a — '(lf\ OF �VLJ �, ,L� 4�lli`� t'`n AS ;REO ,IR D rte" SSU t'rIOLD (JWP ZBA DO NOT P ROT EED RVEY FRAMING. OF FOUNOA71ON LOGAT®ON HAS BEEN ARE t�elllllwwlo :' .C,.t'' ,-r1 'lY i 6�5— _?t?�.J (r 10'-0" GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2015 International Residential Code with amendments by New York State. Code books included but not limited but not limited to: 2015 International- Residential Code; Building Code; C:) Energy Conservation Construction Code; Plumbing code; Fire code; w 'd' X - Mechanical code; Fuel gas code; Existing building code; Property maintenance code ^ > X ALL CODES shall supercede the drawings and shall be incorporated into the drawings WHETHER they are indicated on the Plans or NOT. O R 2x8 Rafters 16"oc 2. Additional reference standards utilized: LL 0 r 2x6 Ra jsts 16"oc 4X4 TURNED POST AMERICAN FOREST&PAPER ASSOCIATION Z W cig Wood �- Frame Construction Manual for one and two family dwellings Q 2015 Edition. Prescriptive and engineered methods. J z 03. Written Dimensions take precedence over scaled dimensions a 0 .. X Z Cn N4.N 4. The contractor prior to the start of construction shall verify all dimensions, existing or new and be responsible for field fit. O '. O 6. All New Footings shall bear on Virgin,undisturbed soil with an assumedZ bearing capacity of 2000 pounds per square Foot. All Footings shall be Q 0 Z 36"below grade Minimum. It shall be the responsibility of the general �— contractor to verify the depth of all existing footings disturbed by construction. Z (n FRONT PORCH PLAN Where the building official determines that in-place soils with an allowable O LO W SCALE; 1/4 – 1 -0 bearing capacity of less than 1,500 psf are likely to be present at the site, rr1n� the allowable bearing capacity shall be determined by a soils investigation. u– r V 7. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have an ultimate compressive strength at (D TYP.ROOF CONST. 28 days of 3000 psi. Except exposed slabs, garage slabs and steps N SIMPSON H2.5 shall be 3500 psi. All work shall be in accordance with the 2015 EA.RAFTER TO International building code and NYS amendments. C HEADER All Concrete shall conform to the latest ACI standards. 0� SIMPSON BCS POST 8. Reinforcement: Steel reinforcement shall comply with the requirements m CAP @EACH POST TO HDR. CA � of ASTM A 615,A 706 or A 996. Minimum yield strength of reinforcing M W P.T.WOOD POST steel shall be 40,0000 psi(grade 40), required reinforcement shall be in accordance with IRC Table R404.1.2(3),R404.1.2(8) W W 9. Location of Reinforcement:The center of vertical reinforcement in basement cl) walls shall be located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). Vertical reinforcement in basement walls determined from table R404.1.2(8)shall be located to provide a maximum cover of 1-1/4 inches from the inside face. IU W CONCRETE SLAB SIMPSON ABU POST BASE 10. Concrete basement foundations shall have: AND ANCHOR BOLT Horizontal reinforcement as follows: V 01 ,« Based on R404.1.3.2(including basement entrances and window wells. ) QJIZ -- One#4 bar within 12 inches of the top of wall r One#4 bar near mid-height fo wall. Z a Z_ } LADDER&STEPS R310.2.3.1 z WINDOW WELLS WITH A VERTICAL DEPTH GREATER . U ` LO LO THAN 44 INCHES SHALL BE EQUIPPED WITH PERMANENTLY �V®ARS' =a > AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN �(� J �� ��A I-- 4D THE FULL OPEN POSITION. RUNGS SHALL HAVE AN O5 R -p PORCH COLUMN INSIDE WIDTH OF AT LEAST 12 INCHES SHALL PROJECT AT C°9 ��. �A W G c N LEAST 3 INCHES FROM THE WALL AND SHALL BE SPACED O= 4 ON CONCRETE SLAB NOT MORE THAN Q INCHES ON-CENTER VERTICALLY FOR ir THE FULL HEIGHT OF THE WINDOW WELL. I u IY U m DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO NTS � PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. - - �AF0F N�� 44'-0" WINDOW WELL R310.2.3 34'-0" 101-011 HORIZONTAL AREA SHALL EXTERIOR PATIO SLAB BE 9'-0"SO FT.WITH A , n 11 l�'_Q" 6"4000 PSI CAST-IN-PLACE SLAB HORIZONTAL DIMENSION 7-0 231-0 WI 6X6 w1.41w1.4 WELDED WIRE MESH OF T-0"TO ALLOW FOR ON GRANULAR COMPACTED FILL. EMERGENCY ESCAPE AND 1 PITCH SLAB AWAY TO DRAIN RESCUE. 30X16 SLIDER 30X16 SLIDER . ------------------------------------------------------------------------- -------------------- -------- - ---------------------------- ' .. W 1 M I --------------------------------------------------------------------------------------------- -----------/--------- _ ' 1 1 =N 1 1 ; Q1� t _1 1 1 CV) 1 1 N , I LL Q 1 1 1 1 1 W 1 O 1 1 Q 1 1 1 1 1LJ. i i 23'-53/x" STAIR SUPPORT T N ., F.D. t! M COLUMN ; 7 io co ' LL 1 1 Q z1 1 1 1 I c7 11 : 4'-8" 8'-311 1_311 61_0115'_2" g'_211 v I1 ; 1{'111 ; 1(�11 Q 7 1 1 I 1 1 1 C/) W W1 1 1 1 1 1 4'-0n •-----' L 1 1 1 1 - 1 1 1 1 1 1 - 1 �� Q 00 co O Q ' ' 1 1 1 1 1 1 1 1 1 T- 1 ' LL t V O , O , 1 O 1 1 0 1 1 1 N co (I' i i 1 1 1 1 1 1 1 , • N ^ 1 1 1 1 1 1 1 ± , i 41-0" I I -----' -----' `-------' , 1 1 ' I 1 1 1 � ------- ---' � TYPICAL INT.FOOTING/COL N 1 30"x 30"x 12"THICK , ' ' CAST-IN-PLACE CONCRETE d FOOTING&4"DIA STEEL ; N �-----� ; COLUMN , W TYPICAL FOUNDATION HEIGHT PER TABLE R404 = Gp F.D. 9'_0"High Foundation Wall In accordance with chapter 4 w of the IRC.BASED ON TABLE R404.1.2(8), ML soils. [V ; ch W U) = 1 1 Maximum backfill Height @ 8 feet: use ; r ~ 1 I 1 q 1 1 10"poured concrete wall on 24"x 12"Concrete wall footing, ' c+� ; `-----• WALLS: #5 Rebars vertical @ 37"on center maximum ' 1 ' 1 I 1 Horizontal Rebar-see note#10 DWG-1 1 1 FOOTINGS:2-#5 Continuous ; 1 1 CONNECT TO THE BUIL INGS ; ; _ () DRAINAGE SYSTEM ' ' ------------------------b-------- - - -Q---------' LU `--------------------------------- -- TYPICAL ; F" 3'-0" ' N �1 I oG °' - ----------- -------------------------------------- --- ------------- -- -- -- - -- - - 1 30X16 EIDER o F.D. 71_�" 151-p" 1 5' 5'-0" OUTSIDE BASEMENT ENTRANCE Z v� Z 10"REINF.CONCRETE WALL ON MIN 24"X 12" (9 V ` V-- 1 REINF.FOOTING WITH 4"CONCRETE LANDING Q N Lo 4"DRAIN TO DRYWELL,CONCREStt = C > cM ' MEETING IRC R311.7. H N � 1 _ _, HANDRAIL-34"-38"ABOVE ..�w ��,°y 0 00 CD -0 1 11 NOSING. 36 HIGH GUA , .� f�j LLI M c N 221-011" 16-O 4_0 TOP OF CONCRETE W �� �' Z 42'-011 o r;� Ln �S W co 9'-0"WALL HEIGHTEI,L �I REFER TO THE NYS APPROVED MODULAR PLANS FOR: FOUNDATION PLAN ANCHOR BOLTS, SHEAR WALL CONNECTORS, HOEDOWNS, ; SCALE: 1/4" = V-011 STRAPPING ETC. �°-9�� �'� D1 yV,���p�Q�pC r�M TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o o C C M1 6V K 1 INNS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A Q 00.0", SYSTEM SET OF FLIN PLANS APPROVED BY 0 0 S MANUFACTURERS APPROVAL Q t'-N C•1 ) NO MODS-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN O—M--�>+ SHEET# DESCRIPTION (� {��a (tea/� �� MODIFIED IN ANY WAY COMPLIANCE a Q v-, U `—"81IFE`I"TI]10"" 2.THE ENERGY ERVARON PLANS NSIR E IN CODE IMTH THE YOIX REOUIREMENTS OF THE ENERGY R.M CV COVER SHEET w^M C7 EV1 FRONT ELEVATION STATE OCCUPANT LOAD 1 & 2 FAMILY Icon Legacy Custom AC!oz USE GROUP SINGLE FAMILY Z c7 O EV2 REAR ELEVATION z�C CONSTRUCTION TYPE VB Modular Homes, LLC N w d 3 EV3 LEFT ELEVATION �,� EV4 RIGHT ELEVATION tr C") 3 FP1 1ST STORY FLOOR PLAN DEMON LOADS CON*LEGACY 246 SAND HILL ROAD FP2 2ND STORY FLOOR PLAN ROOF LIVE LOAD 20 PSFS E L I N S G R O V E, PA 17870 U ; EL1 1ST STORY ELECTRICAL PLAN ROOF DEAD LOAD 10 PSF PHONE 570-374-3280 �o EL2 2ND STORY ELECTRICAL PLAN CEILING DEAD LOAD 10 PSF FAX 570-374-1 122 ,..1 a FND FOUNDATION PLAN CEILING LIVE LOAD 20 PSF (STORAGE) / 30 PSF (HABITABLE) TRI 7/12 RAFTER FLOOR LIVE LOAD 40 PSF W W W.I CONLEGACY.COM �C 0 x TR2 7/12 RAFTER CONNECTIONS FLOOR DEAD LOAD 10 PSF Custom Modular Homes, LLC O F TR3 PORCH DETAIL HORIZONTAL WIND LOAD 120 MPH (3 SEC GUST) IU v SE1 7/12 CROSS SECTION EXPOSURE C SE2 WIND SECTION GROUND SNOW LOAD 20 PSF SE3 WIND DETAIL SEISMIC CATEGORY C 6 299W(OD" ®ST0 R""Tj' r (D Cn DWS D&W SCHEDULE �pp���p���CODES ���O4/// m m Cf)HL1 1ST STORY HEATLOSS HL2 2ND STORY HEATLOSS 2010 RESIDENTIAL CODE OF NEW YORK STATE SWi 1ST STORY SHEAR WALL PLAN 2008 NATIONAL ELECTRICAL CODE SW2 2ND STORY SHEAR WALL PLAN ENERGY CONSERVATION CONSTRUCTION CODE OF NYS-2010 EDITION z RES CHECK o J W z WIND CALCS 72 w OfIi 7� [if o � ROOF TO EXTERIOR- R-38 � Cj EXTERIOR WALLS TO EXTERIOR R-21 HIGH DENSITY o � FLOOR TO BASEMENT OR CRAWL SPACE R-19 (ON SITE) ® Eff ® L`D SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS lY O WINI'Vi IT 11 11 F— ii If III 1111111 111 f 11 111111 11 Jill 111111 IIIfI1 lilt 11 111 11 �t o Ln d w O O rn C w>3CD_CD PaRw RBOF Brew U BY 0 RNAW uL 9IB Q BY BB16LLJ � C > R A AND P E STAMv w J N) LLJ LLJ OfW [ � 0o-X, = clj THESE DRAWINGS ARE DESIGNED TO BE USED 9d mW WCo Qf FOR THE CONSTRUCTION OF FACTORY BUILT �¢ o �o�N ��o : r orz� HOUSING UNITS THESE UNITS ARE DESIGNED IN c ACCORDANCE WITH THE APPROVED SYSTEMS COVER PAGE PACKAGE AND THE APPLICABLE STATE MM 06/30/16 BUILDING CODES AS LISTED ABOVE ON THIS ��w�R, PAGE/ BBQ PAGE `I�C1lu 0#6299 V TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT C] o O 1 THIS FACTORY-MANUFACTURED HOME(FUH)PLN HAS BEEN DERIVED FROM A oc'o ATTIC SOFT 1045 N U SYSTEM SET OF Flw PIANS APPROVED BY D OS,WANUFACTURER'S APPROVAL Q N VENTILATION REQUIRED 4 SQ FT NO M006-2014-075 EXPIRATION DATE 7/16/2016,AMICK HAS NOT BEEN SOFFIT REQUIRED 48 81 LF(5 PCS®5 9 SQ IN SQ FT uHw ANY war Q ^U / ) 2 TI1E ENERGY NERGY PLANS ARE IN COMPLWNCE PATH THE REONREMQNiS OF WE ENERGY F]CL�4 Q RIDGE VENT REQUIRED 15 74 LF(4 PCS ®18 3 SO IN/SQ FT) CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE )W cnn C7 x>�ow1 ��v�Z cc u L �. u U 12 ' C3 07ZI751 7 0f t-551®�� o 06/30/16 0 o } � Tn m m cf) = z O :2 I w _ O S w Z U W L� 00 Z Ltdd J w U j I - U I - 11111111-111111HI O co < \ D D Cifim-1 1121, 1#1 1 1 VIl } O -.4-f I H HFIF] O C7 a= rte w o = I CoLLJ Z OPON (D W>-�(:D J U o � CD Z iZ gCV N U Q Z w O > V � 0 PORCH ROOF BY ICON POST, RAILING AND SLAB Elf Ld ckf BY OTHERS 2-1 O w N c� woo z � On� d J Q'p� (n w IoM wN SO MLR') W w z�2Lf gd Is �Ib �zZ,SN �¢ U Q_.CD§N§co�O FRONT ELEVATION FRONT ELEVATION ACCESS TO GRADE ON—SITE BY OTHERSs��LR� PASA 0#6299 EV1 sxms a wx Ym¢rwwu TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A A�00 0 C SYSTEM SET OF FMH PLANS APPROVED BY D 0 S MANUFACTURER'S APPROVAL Q[-N N CJ NO MD06-2014-075 DM71ON DATE 7/16/2016,WHICH HAS NOT BEEN (],-., MODIFIED IN ANY WAY 0.!Q 4�--�U 2 THE ENERGY PLANS ARE 0T COMPLIANCE W11H THE REQUIREMENTS OF THE ENERGY Lti.l� Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE a C Z dp fir_` vie �`Yk z(�`�W`�-�0 S� { v..axfQLU_ :,. 0 fe A ' t U 12 � C�7 � 7� 078751 06/30/16 C) i,-�U r C' En 0° mFIF cn cn F- = Z W (n J Q CD = W Z CD W ofLi Co Z o O J ffl LILI F= W U O \ CD ' O (n w � � O S I C-D TiH 11 11 1 � Z J U L�j O C30 Z �ZN'g'^N U Q 0 Z W O > U � J Q W W Z = W � C' REAR ELEVATION N U-1 o >�a o MCDF C� w OW-mWN �0- o Nu-) W�>„W zC7)�d CJD 90-mW eco cr REAR ELEVATION siw&/I am/ PAGE R � 9 V ��°°° 0#6299 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 THIS FACTORY-MANUFACTURED HOME(FUH)PIAN NAS BEEN DERIVED FROM A A oc 00 O O SYSTEM SET OF FMH PLANS APPROVED BY DOS,MANUFACTURER'S APPROVAL d N N U NO MOOB-2014-075 EXPIRATION DATE 7/16/2016 WHICH HAS NOT BEEN O M--,7. MDDM IN ANY WAY p.!Q 7-, U Z THE ENERGY PLANS ARE IN COMPLIANCE IWTH THE REQUIREMENTS OF THE ENERGY C.M V CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE L O m w c) Z A� �z zow�-o z � C4 3 U .a Q LTa O __ r 7 c O Y zJLIL � I A- o� U� HI U m m � LJLLJ Z O :2 J w J Q o x w z C-D w CO z J W U OcD LiJ Cj \ D � r ® o I O d- C/7 d-W �cw x� o� C w o x I (9 00 z J U O o � o �r 30 o Z �Z RCV 4C111 t= U Q Z W O > v � J O Q w J f. Y iso z � q O d0 ZOf O <L T z rcW�o �nL7 waw=0)ho LEFT SIDE ELEVATION � � " ��� _"�_ g`o!yo 0787 LEFT ELEVATION SDm I/am/ PAGE F 06/30/16 �" 0#6299 E V 3 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 IMS FACTORY-MANUFACTURED HOdE(FMH)PLAN HAS BEEN DERIVED FROM A Q OCC O SYSTEM SET OF FMH PLANS APPROVED BY DOS,MANUFACTURER'S APPROVAL Q n N U NO U006-2014-075 E)MRATION DATE 7/16/2016,WHICH HAS NOT BEEN '^M"y. MODIFIED IN ANY WAY Q!Q 4^'U 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REWIREMEN7S OF THE ENERGY CL t-- CONSERVATION `CWSERYADW CONSTRUCTION CODE OF NEW YORK STAIE ?O^w O O Z ��- �v�z z�w� o cn cf) Nnx 3 3 ',y U U � LL U o Wc- a s a y 0 0 Z2 o Up = H U U Cn m m d H = Z O M J E'-I (n J Q O 2W Z I C.D W o:: L� Go Z lr J W U 19 O 10 4-wCj— \ CD co !r O 0-1 �O-0 CD - w CD x I (9 00 z U O o (� CD w>3CD O U Q Z W O > U � Ld Of LLJ J � w cn O _ 'V = CD RIGHT SIDE ELEVATION " `Y � ��' o Q o a- --i e �� �'i�i o R�w (n w w-M wN E�P.i gw ww po ON Of wic0 4 �q 0? J� RIGHT ELEVATION 1, 3PoA1 I/OTOER/ PAGE k �06/30/1 `� 0#629 E � VA 6 �� BUILDER IS RESPONSIBLE TO PROVIDE ICON LEGACY CM.H. .q� TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o WITH ANY LOCAL/STATE CODES OR AMENDMENTS THAT WILL la ,y l 1 THIS FACTORY-MANUFACTURED HOME(FLW)PIAN HAS BEEN DERIVED FROM A Q orG 4+ �' SYSTEM SET OF FNH PLANS APPROVED BY D 0 S,MANUFACTURER'S APPROVAL d r N N V EFFECT THE DESIGN AND CONSTRUCTION OF THE HOUSE. �, p� 06/30/16 NO MODE-20 6-075 EXPIRATION DATE 7/16/2616,VOUCH HAS NOT BEEN O gyp,, " T DAW ANY WAY a ZTHEEWR � E RE REMEN7S of THE ENERGY CWSERVcNU @p STATE a W >' t�/�q x��oWt MFt tT d L ce tra�O t : �ZC) 6'-11y" z , } vaxu 3 07,975 � (2) 3046 3-t 1/2X7 1/4 3D46 3-2X6SPF 2 10'-O" L V L HEADER �fl�r ���� 3"RADON VENT TEMPERED HEADER # v U 19'-5" 8'-0 4'-84" I C7 a LANDING UP C:)I c O M :2 R I O Y 5'-434" o I z �w I po co 2" FUTURE VENT w I H _ = 4'-7Y4" 4'-0' I LIVING ROOM j------------------------- PORCH ROOF BY ICON POST, RAILING AND SLAB 250 80 SQ FT OF ROOM orn rn BY OTHERS I a rn O j 1003 LIGHT VENT REp'D � PORCHa I = W.I.C. c� E 43 20 LIGHT PROV'D j 1 I - © mm N [d 23 04 VENT PROV'D 3"DRAIN FROM n ; C. I a m N SUFFICIENT LIGHT AND VENT PROV'D 2ND STORY W/ v I a 2-3/4" SUPPLIES Z N I $ J I 423'-4 /6 PFS LABELNN z o co --i z C:) I w li 8'-0" I 2) 1 1/2" x 18" LVL (PER SIDE) to -------- --- -- 2/6 `V ^o N DROPPED HEADER I N5,-2„ ------------16-0—, ---2, 816„ ----- TFT �o 4 HIGH WALL o 2'-0" 3'-234° 1 3'-0" 7'-7Y" o 0 Nm I \ ------------------------------------------- __ Fw- C,4 DRYWALL ISH 3'-10' V \ 2/6 N Q \ DBL 2/0 m co FRAME OUT N 618CLG &FLR 5'-11" 1 A(m o FOR CHASE co F-1" CD rco I W DINING ROOM BATH #19 F-1 rn o� N 141 01 Sp FT OF ROOM m 1 1 N I BEDROOM #4 v �'- �¢~ 11 28 LIGHT REQ'D KITCHEN car I n iv fl Q 5 64 VENT REQ'D 3 2160 LIGHT PROV'D [_::3" 11413 SOFT OF ROOM N i913 LIGHT REQ'D d 1152 VENT PROV'D O 457 VENT REQ'D SUFFICIENT LIGHT AND VENT PROVO N 2160 LIGHT PROV'D o co w DRAIN FROM o ao 1152 VENT PROV'D o m o 2ND STORY W/ SUFFICIENT LIGHT AND VENT PROVO r` 12'-10" F-3/4" 2-3/4" SUPPLIE o z azc�Lo I BEPF3-3 F-1" 0 5-60 ^� 3 SPACE SB 36 624 z-B'/4 I rnl 10'-94" Op 00 y�e 8Y" 4'-11" W243D W2130 W3012 W12 v 30 _j o Q wOf ry _ 3-1 1/2X7 1/4 (2) 3046 DATA PLATE, STATE 24210 z CD &PFS LABEL LOC'N LVL HEADER 3 #2 15-0/" HEADER 5'-11Y2" 1. 2X6 EXTERIOR WALLS 16 O.C. 42-0 > o .- oc CD s cn z C rn 2 2X4 MARRIAGE WALLS @ 16 0 C �oo„LF, w�u=o`�� 3. CEILING HEIGHTS 2010 RESIDENTIAL CODE OF NEW YORK STATE 5-<Eu. (Dgc�"_ Q-ca Cs oN v".o - 8'-0' CEILING HEIGHT 1ST FLOOR - 8'-0" CEILING HEIGHT 2ND FLOOR 2008 NATIONAL ELECTRICAL CODE 4 PLYGEM PRO SERIES DOUBLE HUNG WINDOWS 1ST STORY FLOOR PLAN 5. 79,000 TOTAL BTU HEAT LOSS ENERGY CONSERVATION CONSTRUCTION CODE OF NYS-2010 EDITION PACE F /I QtOER/ 6 7/12 NON-STORAGE RAFTER @ 16 O.C. YMAL_ _ ��� 7. 8 1/4" X 9" STAIR GEOMETRY �� '° 0#6299 8. HANDRAIL MUST COMPLY WITH R311 5.6 NY RESIDENTIAL CODE �(� TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 THIS FACTORY-MANUFACTURED HOUE(FMH)PIAN HAS BEEN DEED FROM A Q ahC� RIV SYSTEM SET OF FMH PLANS APPROVED BY DOS MANUFACIUREWS APPROVAL Q t`"N U NO MOOB-2014-075 E7(PRATION DATE 7/16/2016,MUCH HAS NOT BEEN C).-.M—>+ MODURED IN ANY WAY a.Q V^U 2.THE ENERGY PLANS ARE IN COMPLIANCE PATH THE REOUIREMENTS OF THE ENERGY C..r- Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATEr O, ? --.w 30163-2X6SPF #2 HEADER 3" RADON VENT €I Jay ` t U a 14'-5Y" 4'-11" 6'-l0Y" _________=_5i `fiT=°°° °°° Iva , W z 078 CD f�60LANDING 3'-6Y"� I' _HII Du''€,5`0 T m I o x 4 2" FUTURE VENT _-- `--------------1 o Z BEDROOM #3 N 06/30/16 I-1 U 158 55 SQ FT OF ROOM - 1 1268 LIGHT REQ'D ;9 - 113'-6/' N co 6 34 VENT REO'D w I 2160 LIGHT PROVO a N Q 1152 VENT PROV'D BATH #1 LAUNDRY SUFFICIENT LIGHT AND VENT PROV'D o N RUN VENT -_.Z j m m cn p o THRU TOE n w KICK n I 3'-13a" 9'-0%" ajT 2/6 2/6 w z -----, 0 8-7Y" 3'-4" 9'-4Y4" a v� a DBL 2 6 w z I I A I I w C:3 N -)ACCESS i I w 1 -_I --------------6'-11'------------------- 4'-0' 0.. x 30" i ' o 8'-0" PFS(ABEL I � 2/6 5� N PFS ABEL 8'-5Y4 2'-0"",',CD ;3'-0" 1 w o co rn \ FRAME OUT CLG o4 1 F- L"I AND FLOOR FOR HVAC CHASE o \ m 0 0 N _I W.I.C. " 1 J i z BEDROOM #1 W I = 19160 SOFT OF ROOM 1 -9/ BEDROOM #2 No m 0 CD 15 33 LIGHT REQ'D 03" 2x6 O1 N 7 66 VENT REQ'-) 126 18 SQ FT Of ROOM 3240 LIGHT PROVO 5'-0" 3'-11" 6'-11" 1009 LIGHT REQ'D c.I U 17 28 VENT PROV'D H 5 05 VENT REQ'D SUFFICIENT LIGHT AND VENT PROV'D 2160 LIGHT PROV'D I 1 /f 1152 VENT PROV'D 5-48 �T BVIcli SUFFICIENT LIGHT AND VENT PROVO 2 N o m O� c0 O O I CD k'}'3 4 nc 0j O z SZ Rc �N BATH #2LID m 14'-10" N 16'-7" o cn J p Q W 3-2X6SPF #2 3046 3-2X4SPF#2 24210 3-2X4SPF #2 24210 w o HEADER HEADER TEMPERED HEADER TEMPERED CD N 18'-3" 25'-3" > 42'-0" a o 9�WO ���Nco sQ oC'265.- =C��(/�eco O 2ND STORY FLOOR PLAN Y18AL//ORMIR 9 PAM k FP2 �° O#6299 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT O 1 THIS FACTORY-MANUFACTURED HCME(FMH)PLAN HAS BEEN DERIVED FROM A Q oc O O SYSTEM SET OF FMH PLANS APPROVED BY D 0 S MANUFACTURER'S APPROVAL Q t`N N U NO M006-2014-015 EXPIRATION DATE 7/16/2016,MICH HAS NOT BEEN MODIFIED W ANY WAYTHE ENERGY 2 CONSERVA71ON CO STRUCTION ARE IN COMPLIANCE CODE OFF NEW YORK RE TEREMETITS OF THE ENERGY a C4 M r-¢' Lil_m 'U >�0 a Q !Z z�w -o �zz � Nwax.""3 L Uwp ' I wz ' GFI s ----- I a � TO 2N FLOOR 34 - — s I Z ° I Iii u I -------------------------- LIVING ROOM W.I.C. i wP I n -- �— —�' © m m cNi1 \7/ L I w L I THERMIO- WIRE I of c Dc � r------------------------- L I I I I Ln w z II I r——II I 3 —————————— -{- I-------------- --$3IN CHIMES I ——� co I \/ I P // I I GFI i I HOR NHR —J r— P / CT — cFlKITS I cT �, I I A��o° o MNT I I GFI cn BATH 43 I o <i-wCV w D HORIZ —J CT — CT I i BEDROOM #4 I I DINING ROOM I I I I � AM GFI `" I 7001--1 ELEC CT W CT II 78 AFF G I IT DROPS GFI GFI GFI J o • WUi �7 ,PS oozes T ' ' -A OfaCD (n w CD rn O-EIw�°o � �wN _¢Hca �c�sN eco�o 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLEDc IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, {' F�I IST STORY ELECTRICAL PLAN RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT 07$751 INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. a� @ �u ��� SERML I/DRDDT, PAGE 1: 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. 3. O#GZ99 ��1 ' u Tao-¢uwo-ru 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) ��((J TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT c 1 THIS FACTORY-MANUFAGURED HOME(FMH)PIAN HAS BEEN DERIVED FROM A Q oc 0000 N SYSTEM SET OF FUN PLANS APPROVED BY D 0 S.MANUFACTURER'S APPROVAL d tZ N NO MDD6-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN ().-.M->; MODOED IN ANY WAY (Y.Q 4 U 2 THE ENERGY PLANS ARE IN COMPLIANCE MTH THE REOUIREMENTS OF THE ENERGY CL M V Q CONSERVATION CONSTRUCRON CODE OF NEW YORK STATE a L ^M x>�ow1 O 0 ¢mow- o �zzx - , J-BOX FOR Ci=== ®� RADON PUM II ------ III ® 07ft7� _o_ fief=CB:i�� Q v • BATH #1 BEDROOM #3 06/30/16 a I I LAUNDRY ITtt L---------------- r cn cn s ss I -1 1 s0 z AC/OC - ---, I L- O_ M J ------ �- (n W Z_ OATTCJBOX L�------_—J t_— — L-- z - -1 CC CF-- I I ------------------------------------------------ I I I `--------' 4 THERMO- � \ / WIRE o F o r AC C AC/OC ——J — W.I.C. I I ET- I I s U BEDROOM #1 I I I I I BEDROOM #2 �o w� I17177771, 03„ 1771779 •2. 1 C'7:7�)II JIlr-- •2 Jw� oo G OBATH #2 r---------------- 0N - I � 1 ----- L U � J � uj W < W Z = W cn C' joQ U o Y 0)tkCl ~ J O W'oof W o0Y wCV -- -- - 9��UW W zZwNc0 �<sUoT�(_D0n OPP*, 1. 21012(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, 2ND STORY ELECTRICAL PLAN RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. smo/owl PAM 1; 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANTO#6299 EI Z 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS oc(;_ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS 1 7115 FACTORY—YANUFACMtED HONE(F101)PUN HAS B@1 DERIVED FROId A Q TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT O[--pip 0 >16,282 LBS[CONNECTION TO BE DEISGNED BY OTHERS] >10,437 LBS.[SUGGESTED SIMPSON HD12 W!7 1/8'ANCHOR BOLT] SYSTEM SET OF FUN PUNS APPROVED BY D 0 S,MANUFACTURERS APPROVAL ¢r N N U MIN(4)2 X 6 WALL STUDS FASTEN TOGETHER W/(2)ROWS MIN(4)2 X 6 WALL STUDS FASTEN TOGETHER W/(3)ROWS NO MOD6-2016-075.DPRAIION DATE 7/16/2016,VMICH HAS NOT BEEN O en">, 16d COMMON NAILS @ 2'O C 16d COMMON NAILS @ S O C MODIFIED IN ANY WAY W<4—, U 2.THE ENERGY PLANS ARE IN COMPUANCE 1MTH THE REOUIR(]@NTS OF THE ENERGY 0.M ¢ B_ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. r >4,391 LBS.[SUGGESTED SIMPSON HDU6-SDS2 5]MIN >O a W (2)2 X 6 WALL STUDS FASTEN TOGETHER W/(1)ROW 0 v Z 16d CO ON NAILS @ 4'O.C 44'-0" A C4 z zow- o 14 zsc� 34'-0" 10'-0" 141 z o¢ cc1TIll GT.� � 3 ------------------------------------------------------------ ----------------- _ _____________ I r----- - ---------------------- x3 INTERGRAL PILASTERS OR EQUAL REQUIRED 10'-0" r I a < F • I o FOUNDATION WALL O.0 WHEN BACKFILL EXCEEDS 4'-0" IN HEIGHT I • I o d CONCRETE FOOTING (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) I I I I o x I I SIDEWALL ANCHOR BOLTS(TYP.) ;------ z I I 1/2"@ 48"0.C.OR 5/8"@ 64"O.C. i O i I I I I OO o I I (OR EQUAL SHEAR CONN.OF 9,001 LBS) I I I I I--I u I I I I I I LOLLEY COLUMN FOR I I ENDWALL#1 ANCHOR BOLTS(TYP.) CONCRETE FLOOR 24'-3Y4" SUPPORT FOR STAIRS I I I I I J I 1/2"@ 23"0.C.OR 5/8"@ 34"0.C. f/ I I I I ;l, m m N I I (OR EQUAL SHEAR CONN.OF 13,929 LBS) I I PORCH SLAB I I I I I I I I I I I I I I I 5-6" 22'-0" I I I I • I HOLD DIM HOLD DIM 12'-0" I I I o M J (2) 9 1/4" LVL PER SIDE I I I I > w z 5'-6" 8'-3" 8'-3" 6'-0" 6'-0" I I I I L _ I —J I I I I r I I i i i i i i i i I L-----------J I i O i i O i i i i O i — — N I 5,940 I 19,899 I I 7,722 I I 0,439 I I 12,960 I 6.480#A • cD _____J I I SUPPORT COLUMN & FOOTING I I I I I W I I r I I I I o I I G.F I RECEPT. I I BY OTHERS I I ENDWALL#2 ANCHOR BOLTS(TYP.) I ;, I V SD CEILING MOUNT 1/2"@10"O.C.OR5/8"@15"0.C. I I I I Ac/Dc SMOKE DETECTOR I I I INSTALLED BY OTHERS (OR EQUAL SHEAR CONN.OF 13,929 LBS) I I I • Io W}30,—� I I i z sz XC C I I SIDEWALL ANCHOR BOLTS(TYP.) I a I I 112"@ 48"0.C.OR 5/8"@ 64"O.C. I I Of I I (OR EQUAL SHEAR CONN.OF 9,001 LBS) I I o L--------------------- -----------------------------------------------� I v I J � A_ w w 0 -------------------------------------'-0------------------------------------ z = CD 42N " 2'-0" o�N r � > ¢_ O CD oz THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, o 813< (n z o 0=�afw Ll 007 wCV COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR 0- o lu-) w L�'m to LOCAL CODES USING EXISTING SOIL ANALYSIS MANUFACTURER ASSUMES NO 9w®w pDo �Z3 EN RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION ANY AND ¢��2�OCD otn§co�O ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN "BUILDER COPY") BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION THE BUILDER/DEALER MUST CONTACT MANUFACTURER WITH ANY DISCREPANCIES PRIOR FOUNDATION PLAN TO THE START OF CONSTRUCTION MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING sum I/ORDER I PACE " � ` FND WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT-LEVEL MODELS arm—AYmn,srwn O#6rL(a(a TO BE OBTAINED FROM "BUILDER COPY" DRAWINGS ��� 71'C7 vvvv TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT O O 1 THIS FACTORY-YANUFACIURED HOME(FMX)PLAN WAS BEEN DERIVED FROM A a N U SYSTEM SET OF FNH PLANS APPROVED BY DOS.MANUFACTURERS APPROVAL ¢ N(y NO MD06-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN MODIFIED IN ANY WAY K,Q 4',U 2 THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REOUIREMENTS OF THE ENERGY LT.,r�Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE C) _ z�w� o S 3 4 g 0 to � I 0 z n j 0 711 ,/ y I 2x6 SPF#2 06/30/16 ,u 6'-0" r cD to m m a 1/2.. 00 2x4 CD 00 3 1/16" o J 2x4 co T-T > w z 2x67 1/4" \ °2., N 2x6 SPF#2, OVERHANG F� I 2\�9i BLOCK „R- 1 12 ,17,8" W o 6 SQF � \ 7 GUSSET 5", Ln PLATE LO o Q0 I r CD T- g� I`6 8'-0" 1 5 7/8 Cn_ o CD 4'-0.. 4'-0.. a� 2x8 SPF#2 2x8 SPF#2 Ln 20 s m �r 30�o CD �Z 9N 6N IF 10" 13'-9" 13'-9" a LL F- 27'-6" o > U of J C21 1. W 7/12 — 27'-6" WIDE — GOOD TO 40#GSL — 16" O.C. CD cn o ��oz � >AQ o J NON—STORAGE RAFTER n- - Z EL''`Ei W U-o0)wN d k'O"Ln W Lw zm�cD 90 wW no o z7) � �.- 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SMAL A/amA PAIL/. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#6299 TR1 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT c CONNECTION: A-2 CONNECTION: A—1 1 THIS FACTORYF F NUFAC CTURED NONE(FUH)PIAN HAS BEEN URERS PPR A Q oho SYSTEM SET OF FUN PLANS APPROVED BY 0 0 S NANUFACNRER'S APPROVAL Q t`N N U '------------ _____-` UODnED IN NO OMY WAY E%PIRADON DALE 7/16/2016,WHICH HAS NOT BEEN Q 4..-�U 2 CONSERVATIONE ENERGY CANSTR PLANS E IN COMPLIANCE NMTH THE EW YORK REOUIREUENTS OF THE ENERGY a 0-M Q 1 1/2" X 20GA. STRAP @ 16" 0C USE 1-16D NAIL INTO ENDacv q -W/2-6D NAILS EACH END GRAIN EACH END x o lY AND USE 10D NAILS @ 11" OC x w 3 --- THROUGH PLATES N w a 3 ALTERNATE � 3 CONNECTION: B-1 U USE 1-8D NAIL EACH END OF 1X4 "---- USE 2-6D NAILS THROUGH SHEATHING OR y USE 2-16GA STAPLES THROUGH SHEATHING W ° �o '---- CONNECTION: C -- o o - CONNECTION: B-2 I USE 7-16D NAILS EACH END USE 1-16D NAILS TOENAILED EACH END AND USE 1O NAILS @ 11 0 C THROUGH PLATES -- - CD cnm CONNECTION: E CONNECTION A-1/2 USE 1-3/8" BOLT PLUS 5-6D NAILS PER GUSSET EACH SIDE CONNECTION. B-1/2 zo J ---- OR --------- CONNECTION: D �' W z 7-16GA. STAPLES PER GUSSET EACH SIDE Ui C 2x6 SPF#2 CONNECTION 1 1/2" X 20GA STRAP ___ -- -- - W/6-10D NAILS EACH END -_\ 9-6D NAILS PER GUSSET EACH SIDEZD OR 12 11-16GA STAPLES PER GUSSET EACH SIDE SF2 7 0 e RCD — 1 Lr) CONNECTION E rno ___ __ o CONNECTION F �¢� UPLIFT CONNECTION 2x8 SPF#2 2x8 SPF#2 CONNECTION: F UPLIFT CONNECTION UPLIFT CONNECTIONS - 0 w>-30 0 CD Z NZ=RC-4�CV 1 1/2" X 20GA. STRAP -= USE 10-16D NAILS THROUGH DECKING EACH SIDE ��_W/4-10D NAILS EACH EN= OR t19 ' DBL 1 1/2" X 20GA STRAP o��� S �' v � W/9-10D NAILS EACH END w c' Er IN -- 7/12 - 27'-6" WIDE - GOOD TO 40#GSL - 16" O.C. ; rr wCD cn CD UPLIFT CONNECTIONS � >�Q o o � NON-STORAGE RAFTER L � � Nwo wm 1 1 2" X 20GA STRAP r`I a� ^� �'of:>'y=� � __= W/1-10D NAILS EACH ENDdo ��,;5��� ------- GOOD TO 150 MPH WIND SPEED `+ 06/30/16 7/I2 RAFTER CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED sHALUawI PACE it NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#6299 TR2 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o I THIS FACTORY-MANUFACTURED HOME(FMR)PLAN HAS BEEN DERIVED FROM A (a OC W Q SYSTEM SET OF FMN PLANS APPROVED BY D 0 S MANUFACTURER'S APPROVAL Q 1`"N U NO MD06-2014-075 E)SRATION DATE 7/16/2016,WHICH HAS NOT BEEN ^"m MODIFIED IN ANY WAY (yr Q 7^U 2.THE ENERGY PLANS ARE IN COMPLIANCE'MIH THE REQUIREMENTS OF THE ENERGY 4 M� Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE H r-.r- >CD QRrn v.ViO GO u 3-16D NAILS r'> , f - p N� R602 3(1) 3-10D NAILS j R602 3(1) SPF#2 R602 1 12 ,C G r1�� ,sy 510 - 7 7 0� C1 z a f17 s SQF iT 0r a�J��� 3-16D NAILS 2��° I 26GA. STRAP W/ = CID R802 5 1(9) N 6-16GA STAPLES p c EACH END OF STRAP 06/30/16 U 2X6 SPF#2 R802 4 1 91# UPLIFT 10" 13'-9" 10" m m cn 13'-9" WIDE — 7/12 — 16" O.C. — 20# SNOW z O M J C!1 J Q � W Z W of i 1 1 1 1 1 I co I O IW— C \ \\ // co (3) 16d NAILS IN EACH RAFTER PER TABLE R802.5.1(9) — 0 cn iii � � rn�ow� 2X6 SPF#2 I I 216 12 USE 1 1/2" X 26GA. STRAP l SpF 2 5 4-10D NAILS EACH ENDz ooLLo USE (3)16D NAILS (1)ON ONE SIDE AND iii 2X4 SPF#2 16', 0 N I C USE MP4F FASTENER (2)ON OPPOSITE SIDE OF EACH RAFTER ___"I EACH RAFTER LLJ PER TABLE R8025.1(9) 11 i 2X4 SPF#2 0 -- ckf 2X4 SPF#2 @ 16" O.C. W Z � #2 USE H2.5A FASTENER U-1 cn EACH RAFTER o.-o z 3-2X8 SPF#2 >oa o 0 \ a� d J 67 E?-'�a:ffnns W 000 wN I 9a-�w a0�0 - f5N zC� PORCH DETAIL USE (3)16D NAILS OF EACH RAFTER m"I/awj PAHA O#6299 TR3 PER TABLE R802.5.1(9) M'�°""°"�`"�°'" 4EW TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o :92X6 RIDGE BOARD 1 THIS FACTORY-MANUFACTOR✓ED HOVE(FIDQ PIAN HAS BEEN DERIVED FROM A Q 1x W o SYSTEM SET OF FUN PIANS APPROVED BY D 0 S MANUFACTURER'S APPROVAL Q r-N N V RIDGE VENT& SHINGLE NO MDO6-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN o r1->- CAPS FIELD INSTALLED MODIFIED EN MANY WAY c�Q U 2 THE ENERGY PLANS ARE M COMPLIANCE fN1H THE REONREUENIS OF THE ENERGY J Cl.��Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE J Ld^M 0 FLIP RAFTER/TRUSS EXTENSIONS _ ac --� Zc7w o 12 SELF SEALING CLASS"C' OR Q�Z�U BETTER FIBERGLASS SHINGLES Z o Q OVER 15# FELT PAPER (MIN) 12 ON 7/15' W S P OR BETTER 7 N vwj 3 REFERENCE CALCULATIONS MANUAL REFER TO RAFTER CALCULATIONS SECTION 10 FOR SPACING AND SPECIFICATIONS a FIXED OR FLIP EAVE OVERHANG o a ALL WIDTHS -ALL PITCHES ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER 2 OR A WATERPROOF MEMBRANE SHALL EXTEND FROM o ALUM DRIP EDGE THE EAVE'S EDGE TO A POINT 24" INSIDE THE H u REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE 1/2x6 SUB W/ALUM FASCIA � OR 1x6 CEDAR FASCIA DBL 2X6 TOP PLATE, STUD GRADE COMPRESSION MIN"R" VALUE FIBERGLASS 1/2" OR 5/8" DRYWALL R-21 HIGH DNSIY INSULATION W/VAPOR BARRIER STRIP (CONT) OR CELLULOSE INSULATION REQUIRED 2X10 MIN SPF #2 (HIGH STRENGTH 1/2" DRYWALL 7/16 OSB SHEATHING VENTED SOFFIT PER INDIVIDUAL RES-CHECK CEILING GIRDER REQUIRED W/ 24" 0 C FRMG) 2X6 SPF STUD GRADE ® 15' 0 C. r 1/8" THERM-0-PLY OR BETTER m m a_ EXTERIOR FINISH OVER AIR INFILTRATION VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL 1/2" DRYWALL f BARRIER OVER 7/16" AGENCY RATED SHTG CEDAR SIDING, OR T1-11 o PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" I PER THE 2010 NYSRC 2X4 SPF#2 ® 16" OC 11' DRYWALL W/ DBL TOP PLATE / Oz J En- 5: LJ Z 5/8T&G0SB. w m L` J 11 (GLUED & NAILED) DBL 2x10 SPF#2 FLOOR PERIMETER 2X10 SPF #2 ® 16" OC FLOOR JOIST DBL 2x10 SPF#2 CEILING PERIMETER 2X6 SPF #2 ® 16" O.C. CEILING JOIST 2X6 SPF #2 ® 16" 0 C. CEILING JOIST co o co PERIMETER INSULATION 2x2 LEDGER DBL 2X6 TOP PLATE, STUD GRADE Fw \ OR JOIST HANGERS 1/2 OR 5/8 DRYWALLR-21 HIGH DENSITY INSULATION W/VAPOR BARRIER p \ 7/16" OS8 SHEATHING co 1/8" THERM-0-PLY OR BETTER 2X6 SPF STUD GRADE 16 0 C 1/2" DRYWALL EXTERIOR FINISH OVER AIR INFILTRATION MARRIAGE WALL SHEATHING OPTIONAL r VINYL SIDING, STUCCO, BARRIER OVER 7/16" AGENCY RATED SHTG o CEDAR SIDING, OR T1-11100 CDCD PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER" S' I- En PER THE 2010 NYSRC 2X4 SPF #2 ® 16" OC 1/2" DRYWALL o-, w� W/ DBL TOP PLATE GRADE TO SILL PER DBL CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS LOCAL REQUIREMENTS SEE PAGE SE3 FOR FASTENING REQUIREMENTS 5/8 T& G 0 S 8 SEE PAGE SE3 FOR FASTENING REQUIREMENTS (GLUED & NAILED) TOP OF SILL PLATE-\\ c2 -] 11 WIZ U 2X10 SPF #2 ® 16" 0 C FLOOR JOIST 00') w>-�o_o Z am AN�N g - R-30 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL-/ - - GRADE U (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER Of ., OR JOIST HANGERS N rz W (4) 2X10 SPF#2 FLOOR GIRDER ANCHOR BOLT OR MIN APPROVED FASTENER-/ �S O 3/8"X6"x9" MIN �P 1 s j/ �+ p STEEL PLATE ' J w W z Of o STEEL SUPPORT COLUMN (SIZED BY OTHERS) �� 1 � CD n SEE FOUNDATION PLAN FOR SPACING a >oin ZO Of O Y FOUNDATION WALL, ER PEGS, DRAINAGE, ETC , Q'; 5 C)kcD ~- d J DESIGNED BY BUILDER PER LOCAL CODES 3 1 2 MIN CONCRETE FLOOR {7 [rte co w O_orn wN AND LOCAL SOIL CONDITIONS /" �Fi y q �a-m��00 W���N ztt � �¢ , �c�gco(o w0 MOM no 106/30/161 CROSS SECTION/DETAIL eft REBAR MAY BE REQUIRED LOLLY COLUMN/FOOTING SDm I/am i PAGE A (PENDING SOIL CONDITIONS) wN 2" MAX DIA GRAVEL MIN 4" THICK VAPOR BARRIER 6 MIL µ 0#6299 SE1 POLYVAPOR BARRIER, ss����mn.� COMPACTED AND LEVELED OFF OVERLAYED 12" AT SEAMS OR PREVIOUSLY UNDISTURBED TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 THIS FACTORY-MANUFACTURED HO E(FMH)PLAN HAS BEEN DERIVED FROM A Q 00 SYSTEM SET OF FLM PLANS APPROVED BY D 0 S. MANUFACTURER'S APPROVAL Q r--N N U NO MD06-2014-075 E%RRATION DATE 7/16/2016,WHICH HAS NOT BEEN O— MODIPI D IN ANY WAY a<V 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CL r- CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,ar m r- W�-m x>! oW1 z "F-o 1xEr3 N t' 0 NOTE(6)NAILS PER SHINGLE C�7117 5� J`® ' o C) ROOF SHEATHING TO BE FASTENED W/8d(1310)NAILS S06/30/16 L "EDGE/12"INTERMEDIATE SEE CALCULATIONS FOR I"{ U SHEVHEATHING SUCTION FASTENING AT APPROPRIATE ZONES >- C7 V1 m m W DETAIL A TOP PLATE SPLICES SHALL BE MIN 2'-0" Z O M I W/(2)ROWS OF 16d(0.162"X 3 5")NAILS In J Q DETAIL 13-1 FACE NAILED @3"O C. 7LLI z w w LE 20 GA.GALV.STRAP w!(5) Elf 8d NAILS EACH END OF STRAP (OR EQUAL CONNECTION OF 536#) DETAIL B 20 GA.GALV STRAP w!(4) � DETAIL B-2o 8d NAILS EACH END OF STRAP co(OR EQUAL CONNECTION OF 402#) � N Z-- Q � d- DETAIL C-1 ENDWALL MODULE TO MODULE DETAIL C-2 r LY DETAIL C �w O BLOCKING FOR BASIC WIND EEDS GREATER THAN 90 mJC.. _� O ~ BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRS BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4 FAS PER SECTION 2 3 5 FLOOR DIAPHRAM BRACING OF THE 2001FASTEN BLOCKING WITH(2)8d NAILS TOE NAILED EACH E OF BLOCKING AS PER TA LE 3 1 OF THE 2001 WFCM a O CD CD .=RN N U Q SECTION DOWN SECTION DOWN z w O > SIDEWALL ENDWALL J o Qw w o z w cn z � > Q O a0 crT w u-oM wcclI a0-SO NLE') W rw DC7) t.0 so-wW w00 O =rcNzzu �Q SCD S =c7 ocn gco�.lO WIND SECTION Sam 1/MER p PACE X /'� ����� 0#6299 S E L TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT 1 THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A A Oc OD N U SYSTEM SET OF FMH PLANS APPROVED BY DOS,MANUFACTURERS APPROVAL Q N N NO MD06-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN M^�J' MODIFIED IN ANY WAY Qi Q 4-, U 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY �]n+ V Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE FASTEN CEILING BAND TO EACH y,>r r. TRUSS W/(4)1O(1310)NAILS& O O z SIMPSON H2 5A EACH TRUSS USE SIMPSON H2 5A EACH TRUSS � I- /)l 's z v O (OR EQUAL CONNECTION FOR 496#) TRUSS TO TOP PLATE 41 +vim Y" ¢"z x.�U UPLIFT CONNECTION 1 cl)z li USE 8d(.1310)NAILS @ 7"O C � 'tiL 3 THROUGH DBL.TOP PLATE 'y Y _0_ r1 W 0. 3 20 GA GALV STRAP W/(4)8d NAILS EACH USE(2)16d(162 0)NAILS END(OR EQUAL CONNECTION OF 496 LBS) ENDNAILED PLATE TO STUD STUD TO TOP PLATE UPLIFT CONNECTION DETAIL A U (TRUSS CONNECTIONS) � � ENDWALL#1-FASTEN TRUSS BOTTOM CHORD TO TOP USE 8d(131 0)NAILS @ 7"O C PLATE W/16d(0 1620)NAILS @ 11"O C OR 0,-787 : m s THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 43"O C USE 8d(.1310)NAILS @ 7"O C 40r. " a USE(2)16d(162 0)NAILS ENDWALL#1-FASTEN TRUSS BOTTOM CHORD TO TOP THROUGH BOTTOM PLATE F ENDNAILED PLATE TO STUD PLATE W/16d(0 1620)NAILS @ 5"0 C OR USE(2)16d(162 0)NAILS p SIMPSON LTP4 PLATES @ 21 O C ENDNAILED PLATE TO STUD Z ATTACH SHEATHING W/16 GAL STAPLES @ 2"O C ATTACH SHEATHING W/16 GA STAPLES @ 2"0 C 06/30/16 O p (OR EQUAL CONNECTION OF 420 LESS)UPLIFT (20)318"DIA.LAG TOESCREWS (OR EQUAL CONNECTION OF 420 LBS)UPLIFT U j CONNECTION SECOND FLOOR STUD TO FLOOR BAND CONNECTION SECOND FLOOR STUD TO FLOOR BAND H t3 ALONG MATE WALL(MIN 1" PENETRATION IN LAST BAND) 16d NAILS TOE NAILED @ 5"0 C 16d NAILS TOE NAILED @L�� OR SIMPSON LTP4 @ 19"O.C w 9"0 C SHEAR CONNECTION N SHEAR CONNECTION Jo N ATTACH SHEATHING W/16 GA STAPLES @ 2"O C ATTACH SHEATHING W/16 GA STAPLES @ 2"0 C. w C D N (OR EQUAL CONNECTION OF 420 LBS)UPLIFT CONNECTION SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND � (OR EQUAL CONNECTION OF 420 LBS)UPLIFT CONNECTION m OD (/7 SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND � � (L USE 8d(131 0)NAILS @ 7"0.C ATTACH SHEATHING W/16 GA STAPLES THROUGH DBL TOP PLATEF7 ATTACH SHEATHING W/16 GA.STAPLES USE 8d(131 0)NAILS @ 7"O C. @ 2"0 C.(OR EQUAL CONNECTION OF 365 LBS) USE(2)16d(162 0)NAILS @ 2"O C (OR EQUAL CONNECTION OF 365 LBS) THROUGH DBL TOP PLATE UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B ENDNAILED PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B-2 USE(2)16d(162 0)NAILS ENDNAILED PLATE TO STUD (SECOND LEVEL MODULE TO MODULE z (SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL ENDWALL#1 CONNECTIONS) _o � FASTEN SHEATHING TO RIMBAND W/ CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ V7Ld J Q (1)ROW OF 8d(1310)NAILS @6-O C (2)ROWS OF 8d(1310)NAILS @ 2"0.C W O lr USE 8d(.1310)NAILS @ 7"O C THROUGH BOTTOM PLATE USE 8d(131 0)NAILS @ 7"O C. USE(2)16d(162 0)NAILS THROUGH BOTTOM PLATE ENDNAILED PLATE TO STUD USE(2)16d(162 0)NAILS ENDNAILED PLATE TO STUD ATTACH SHEATHING W/IO O STAPLES @ 2"F C. (OR EQUAL CONNECTION OF 420 LBS.)UPLIFT �_ CONNECTION SECOND FLOOR STUD TO FLOOR BAND W O O (20)3/8"DIA LAG TOESCREWS 16d NAILS TOE NAILED @ 2"O C < \ ATTACH SHEATHING W/16 GA STAPLES ALONG MATE WALL(MIN 1" OR SIMPSON LTP4 @ 9"O C w D @ 2"0 C(OR EQUAL CONNECTION OF 289 LBS) PENETRATION IN LAST BAND) SHEAR CONNECTION UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND N ATTACH SHEATHING W/16 GA STAPLES @ 2"0 C. w (3 SIMPSON RSP4 PLATE AT 48"O C > (0 EQUAL CONNECTION OF 704 LBS (OR EQUAL CONNECTION OF 420 LBS)UPLIFT CONNECTION J r BY BUILDER FLOOR BAND TO SILL PLA�E SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND N Of O 16d NAIL TOENAILED @ 7"O C(ON SITE BY SET CREW) N ATTACH SHEATHING W/16 GA.STAPLES (USEd(131 0)NAILS @ 7"0 C d-112"ANCHOR BOLTS TO BE 48"0 C @ 2"O C (OR EQUAL CONNECTION OF 365 LBS) OUGH DBL TOP PLATE OR 5/8"ANCHOR BOLTS TO BE 64"O C DETAIL C-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND USE(2)16d(162 0)NAILS (MAXIMUM 1'-0"FROM CORNERS) DETAIL C DETAIL B-2 ENDNAILED PLATE TO STUD (FIRST LEVEL SIDEWALL CONNECTIONS) (MODULE TO MODULE CONNECTION (SECOND LEVEL ENDWALL#2 CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ (1)ROW OF Sd(1310)NAILS @ 3"O C (2)ROWS OF 8d(1310)NAILS @ 2"O C O USE 8d(131 0)NAILS @ 7"0 C USE 8d(131 0)NAILS @ 7"0 CCF) THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE CD SZ N oN USE(2)16d(162 0)NAILS USE(2)16d(162 0)NAILS �. ENDNAILED PLATE TO STUD ENDNAILED PLATE TO STUD Q LLJO V Of ATTACH SHEATHING W/16 GA STAPLES ATTACH SHEATHING W/16 GA STAPLES J O @ 2"0 C(OR EQUAL CONNECTION OF 289 LBS) @ 2"0 C(OR EQUAL CONNECTION OF 289 LBS) ¢ LJ a UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND W Of O 16d NAIL TOENAILED @ 3"0 C W = OR SIMPSON LTP4 @ 13"O C SIMPSON LTP4 @ 6"O.C (' (ON SITE BY SET CREW) (ON SITE BY SET CREW) WoQ O O Y 1/2"ANCHOR BOLTS TO BE 23"O C 1/2"ANCHOR BOLTS TO BE 10"O.C O a W J CD OR 5/8"ANCHOR BOLTS TO BE 34"O C OR 5/8"ANCHOR BOLTS TO BE 15"0 CTO'Da W LW 000 wN (MAXIMUM 1'-0"FROM CORNERS) (MAXIMUM V-O"FROM CORNERS) W o0 u�'+Lr7 W>.W:O�acD 3n-mLJ o00 2'-�wNZU DETAIL C-2 DETAIL C-2 iQ ����g��� (FIRST LEVEL ENDWALL#1 CONNECTIONS) (FIRST LEVEL ENDWALL#2 CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ FASTEN SHEATHING TO RIMBAND W/ WIND DETAIL (3)ROWS OF 8d(1310)NAILS @ 2"O C (3)ROWS OF 8d(1310)NAILS @ 2"0 C SEMAL 0/ORDER/ PACE A 0#629 SE3 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o 1 THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q W W N U SYSTEM SET OF FMH PLANS APPROVED BY D 0 S MANUFACTURER'S APPROVAL Q r N N NO MOD6-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 0 �?-�.7+ MODRED IN ANY WAY W. U 2 THE ENERGY PLANS ARE IN COMPLIANCE W11H THE REQUIREMENTS OF THE ENERGY a M1.r- Q CONSERVATION:CONSTRUCTION CODE OF NEW YORK STATE Cr7,�P;m C7 C)0 O C z n z:wso Locoz � C,4 3 CIO 3 U � � o W �_ x § a y � a O 6 Q Y Z < o � DP RATING 47/50 m DOOR AND WINDOW SCHEDULE o WINDOWS CLEAR OPENING CLEAR OPENING w z DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR QTY TOTAL AREA S PLY GEM MW PRO SERIES CLASSIC MODULAR DOUBLE HUNG TVBDH24210M 30 3/8" X 37 5/8" 794 48 25.153 14 063 246 0.29 5 3970 PLY GEM MW PRO SERIES CLASSIC MODULAR DOUBLE HUNG TVBDH3046M 38 3/8" X 57 5/8" 15.36 10.8 33153 24 063 5.76 029 7 10752 PLY GEM MW PRO SERIES CLASSIC MODULAR DOUBLE HUNG TVBDH3046M-2 76 3/4" X 57 5/8" 3071 21 6 33153 24 063 11 52 029 5 153.55 TOTAL AREA. 30077 o co LLJ EXTERIOR DOORS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR QTY TOTAL AREA PLASTPRO 3068 (< 50% GLASS) WITH 12" SL 51 1/2" X 82 1/8" 29.37 0.0 0.000 0.000 2000 017 1 2937 TOTAL AREA 29 37 r 0 cn 0 dry_x 1�1 :�Jd/ s 9 FN�� S i Q' juj _, Ul C) c)::cc - J o `T:a LIj z o 47{t75� y cn 9 �- ~ z o rn 06/30/16 �' w 2 N �Ei Sc)yLn w Li=rn eco g�ww Ftp _ZD I."_ 5-<I(D zCD cl)cCD i DOOR&W7NDOW SCHEDULE SERIAL I/QIL'ER/ PALE t RaI.CRD RR /P{cOb1 DWS • S ��� O#6299 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT Q O O 1 THIS FACTORY-MANUFACTURED HONE(FMH)PLAN HAS BEEN DERIVED FROM A 00 N U SYSTEM SET OF FMH PLANS APPROVED BY D OS.MANUFACTURERS APPROVAL d r-NCV NO MON-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN 0-M MODIFIED IN ANY WAY P:Q 4 U 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE a M xD�O a �aS r-z z�w -o �zZX NWCx.�� co 3 Q I Wx = -Olt, I a (J O �e Zoi U � I �u I -------------------------- I I ® © r cn m m cl' I m m I I I I I Q I > LLJ z w a L� I � I I ——————————————————————————— \/ ------------- L'i (J co /\ _____________________________________-_ F- co\ co 110 ck: L 21 O o o rno wo Do I I I � 0 9 CIO 2 U Q O (Y OO O2-1 7 O (D U � J C:) ® W a W 0 e w = O r > � w o STATE: NY — NEW YORK ��'� �S `� CEILING HEIGHT: 8 FT ,� f S�,p �' oac� N z of rn 3666 WINDOW AND DOOR BTU/H LOSS t� Cl- (D LLL L C', � c r j,: i 3820 WALL BTU/H LOSS s¢oL�j(D Q—�(D 8�) .o 0 CEILING BTU/FH LOSS 4641 FLOOR BTU/H LOSS , 27550 INFILTRATION BTU/H LOSS ` } r 1ST STORY HEAT LOSS 39677 TOTAL BTU/H LOSS 11625 TOTAL WATT LOSS 071-1751 47 FT RADIATION SEFm A/owA PAGE] 73 FT. HWBB OrL.ss MFH➢ 47 FT. HI CAPACITY HWBB C�06/30/16 0#6299 HL1 `tc�.1� TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT O O 1 THIS FACTORY-MANUFACTURED HO2E(FMH)PUN HAS BEEN DERIVED FROM A A OC W N U SYSTEM SET OF FMH PUNS APPROVED BY D 0 S.MANUFACTURER'S APPROVAL NO U006-2014-075 EXPIRATION DATE 7/16/2016.WHICH HAS NOT BEEN MODOTED IN ANY WAY. (Y..,Q 4 7 U 2 THE ENERGY PIANS ARE N COMPLIANCE PATH THE REONREMENTS OF THE ENERGY a 0.t` Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE J C71^M rD tErs QzzXOn � Onix<3 uj ;. Zi #f: } U • C7 0 i ° _-- -------------- ZO o 06/30/16 E- U ca r cDcn m v) m cl- - 011 z I I (n J Q I I W Z I I 0f (l I I ------------------------------------------------- I I I I \/ O O /\ F- \ O � � , a O �o I WO rn�o17,77,79 w� •3" •2" - - O O o O 2 k�aO rO a 0 z �z NoN Of z W O > v [if J C:) Q W L W O LLJ Z = STATE: NY — NEW YORK " N CEILING HEIGHT 8 FT Ll ¢ o IDrn 3449 WINDOW AND DOOR BTU/H LOSS � oN� w c =rnw," 3904 WALL BTU/H LOSS >y�wr���N= 2320 CEILING BTIU/H LOSS ¢ID2—'(Dsc'ECO -CD 0 FLOOR BTU/H LOSS 27550 INFILTRATION BTU/H LOSS 2ND STORY HEAT LOSS 37223 TOTAL BTU/H LOSS 10906 TOTAL WATT LOSS 44 FT. RADIATION 'SERIAL J/ '" k 68 FT. H WBB HL2 M���'" O�k6299 44 FT. HI CAPACITY HWBB �((1 TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT A_ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS C BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS TALL WALL 7 THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A o oc'o N ov >16,282 LBS[CONNECTION TO BE DEISGNED BY OTHERS] >10,437 LBS[SUGGESTED SIMPSON HD12 W/1 118"ANCHOR BOLT] SYSTEM SET OF FMN PLANS APPROVED BY D 0 S MANDFACIURER'S APPROVAL ¢T`N N MIN.(4)2 X 6 WALL STUDS FASTEN TOGETHER WI(2)ROWS MIN (4)2 X 6 WALL STUDS FASTEN TOGETHER W!(3)ROWS USE(2)2 X 6 SPF#2 WALL STUDS @ 16"O.C TO FRAME THE EXTERIOR WALL NO MDGB-2014-075 EXPIRATION DATE 7/16/2016,YMICH HAS NOT BEEN O-m-�- AT STAIRWAY FASTEN EACH 2ND LEVEL STUD TO EACH FIRST LEVEL STUD MODIFIED IN ANY WAY :4-<4-, V 16d COMMON NAILS @ 2"0 C 16d COMMON NAILS @ 5"O C INTERIOR AND EXTERIOR FACE WITH SIMPSON CS14 STRAP W!(15)10d NAILS 2 THE ENERGY PLANS ARE W COMPLIANCE%7TH THE REWIREMENTS OF THE ENERGY CONSERVATIONCONSTRUCDGN CODE OF NEW YORK STATE BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS EACH END OF STRAP .-.7 W-Kn -mo m C7 >4,384 LBS[SUGGESTED SIMPSON HDUB-SDS2.51 MIN Ll�v�z (2)2 X 6 WALL STUDS FASTEN TOGETHER W/(1)ROW 16d COMMON NAILS @ 4"0 C Z 0 W�Q 31-9y" NOTE NO CORNER CONNECTION WILL BE REQUIRED Q Fn ZV 9'-41 9/16' IF SHEATHING COVERED ALL THE WAY TO THE CORNER ZQ EDGE OTHERWISE,PROVIDE CONNECTION AS REQUIRED N W o 3 MIN CORNER STUD CONNECTION (2)ROWS OF 16d COMMON �,E. a. TALL WALL NAILS @ 16"O C OR(6)114"DIA LAG SCREWS EQUALLY SPACED t' N E• ' q W ff" FLOOR BAND CONNECTION LIVING ROOM USE(14)1/2"DIA.LAGS EQUALLY SPACED I 06/30/16 ALONG FLOOR BAND AT BUMPOUT LOCATION I FASTEN DIAPHRAGM TO COLLECTOR W/ W.I.C. EDGE NAILING PER SHEAR CALCSco co © m I I I I I CD :2 J USE SIMPSON HD7B W/MIN.(2)PLY I w z FLOOR BAND EACH SIDE OF MATELINE - HORIZONTAL CONNECTION#2 IOf � � I --------------------------- \ I --------------------------- A- L-----/----------------------------'--- -- -- m W O cLO 3 OIII G r ooIII I I I o - 0 1 DINING ROOM BATH #3 o Z �w'o KITCHEN :� ¢iii o BEDROOM #4 a^ � ~ - z III z m III m oDo 0 III o I III 0 o LL 30-O III C- III Q III u P5 OO 100 III 2 1 o III Of J � ¢ w W CD 3 FLOOR SHEATHING TO BE MIN 19/32"O.S.B. ui Lr) (BLOCKED)W/10d NAILS @ 6"O.C EDGE/12"O.C. INTERMEDIATE WITHIN 2'-0"OF ENDWALL o�o z jo¢ O O Y O k(-D ] EL' S oC0]wN 2'-9�" 4'-7 Y6 25'-8Yg" go-=o�n w w-rn ec. O_mLLJ"'00 of zZ 6CNgt 1ST LEVEL ENDWALL(DINING!LIVING) 1 ST LEVEL ENDWALL(BEDROOM#4) 1ST LEVEL SIDEWALL z�o 16'O S.B SHEATHING 7�6"O.S B SHEATHIN 7�6"O S B SHEATHING 7�6'O S B SHEATHING IST STORY SHEAR WALLS ��������,,,,--------���� ,,,,12'DRYWALL ��-.-,� /2'DRYWALL 2 X 6(SPF#11#2)WALL 2 X 6(SPF#1!#2)WALL /16 DRYWALL 2 X 6(SPF#1/#2)WALL�� ��' EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR—II INTERIOR SERIAL A/OBER I PAGE R 7/16"O S B EXTERIOR(BLOCKED)w!1/2"GYPSUM INTERIOR S B WITH 8d -7/16"O S.B EXTERIOR(BLOCKED)w/112"GYPSUM INTERIOR FASTEN FASTEN O S.B WITH 8d NAILS@4"O C FASTEN GYPSUM m ela swi 1 0-7116"O.S.B EXTERIOR(BLOCKED)w/7/16"O.S B INTERIOR FASTEN @ aw a w O S B.WITH 8d NAILS @ 2"O C 112"GYPSUM ON INTERIOR FASTEN O NAILS 6"O.C OR 16 GA STAPLES @ 3"O C PER ESR-1539 ssms nA umn uwwu W/5d NAILS @ 7"0 C.EDGE 110"INTERMEDIATE GYPSUM W/5d NAILS @ 7"O.0 EDGE/10"INTERMEDIATE FRAMING AT PANEL O(JULY 2016)FASTEN GYPSUM W/5d NAILS @ 7"O C EDGE/10"INTERMEDIATE O#6299 EDGES TO BE 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT o TALL WALL 1 THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A A oc 0 O SYSTEM SET OF FMH PIANS APPROVED BY 00S•MANUFACTURER'S APPROVAL ¢I-r,N U USE(2)2 X 6 SPF#2 WALL STUDS @ 16"O.C TO FRAME THE EXTERIOR WALL NO MO06-2014-075 EXPIRATION DATE 7/16/2016,WHICH HAS NOT BEEN O In N y' AT STAIRWAY FASTEN EACH 2ND LEVEL STUD TO EACH FIRST LEVEL STUD MODIFIED Dt ANY WAY Q 4^"U INTERIOR AND EXTERIOR FACE WITH SIMPSON CS14 STRAP W/(15)10d NAILS Z THE ENERGY PLANS ARE IN COMPLIANCE VAIN THE REOWREMENTS OF THE ENERGY CL r- Q EACH END OF STRAP CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ?o.Mr-,W �0�o a Sr- O NOTE NO CORNER CONNECTION WILL BE REQUIRED Q IOn n Z vU IF SHEATHING COVERED ALL THE WAY TO THE CORNER coz c)Q 8'-1 OI 16' 21'-101 16' EDGE OTHERWISE,PROVIDE CONNECTION AS REQUIRED N W R.3 MIN CORNER STUD CONNECTION(2)ROWS OF 16d COMMON TALL WALL NAILS @ 16"O C OR(6)1/4"DIA LAG SCREWS EQUALLY SPACED 4 TOP CHORD CONNECTION �,� y USE(2)16d COMMON NAILS @ 16"0.C. • ______________j __________:___ TO ATTCH OFFSET TRUSS TOP CHORD TO MAIN GABLE END TRUSS PER STUD SPACING - ® I I 1 III ( IU r`' l! 0 ) BOTTOM CHORD CONNECTION _ ' 4 Ij jI USE(5)1/2"DIA LAGS EQUALLY SPACED ee+P -------- ALONG FLOOR BAND AT BUMPOUT LOCATIONg r' L_- GENERAL CONSTRUCTION DOTES 1. All construction shall conform to the 2015 International Residential Code ' n ALL THRESHOLD CAREFULLY Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& FLASHED&CAULKED TO TREATED WOOD SIMPSON BSC the NYS 2017 supplement to the New York State Energy conservation PREVENT WATER INTRUSION DECKING SECURE TO construction code ( revised August 2016 ); TOP OF RIM JOIST WITH COMPOSITE RAILING Additional Code Compliance: CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR I I SYSTEM.VINYL RAILING POST TO HEADER CONNECTOR PAST JOIST HANGER #10 X 3"WOOD SCREWS I I TOP AND BOTTOM RAIL 2015 International Building Code; Plumbing code; Fire code; Mechanical code; AT 6"OCC, w� AND COLUMN COVER AND Fuel gas code; Existing building code; Property maintenance code. GALV. DECK HANGER COMPOSITE DECKING COLUMN CAP.MEET AND ALL CODES shall supersede the drawings and shall be incorporated into the SIMPSON LUH26 @ 2X6 ATTACHED PER , , FOR CODE drawings WHETHER they are indicated on the Plans or NOT. SIMPSON Lusts @ 2x8 MANUF.SPECIFICATION SIMPSON ABU POST I�) 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 4 X 4 TREATED POSTS o SIDE COVER 2"MINIMUM Additions, Alterations & Renovations: shall conform with Appendix J of the IRC LAG BOLTED TO JOIST as amended by the NYS Uniform Code Supplement. 2X P.T.LEDGER; MUST BE GREATER THAN LAS PER MANUFACTURES °` 2 1/2"GALVINIZED CARRIAGE BOLTS0,�rOR EQUAL TO DEPTH OF DECK JOIST AND PECIFICATIONS. OR SIMPSON SD STRUCTURAL NO GREATER TNAN THE DEPTH OF THE RIM JOIST /2"DIA.GALV BOLTS W/ CONNECTOR SCREW 2. Written Dimensions take precedence over scaled dimensions ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS GRADE OCK WASHERS.GALV LAG SCREWS PER IRC TABLE 8507.2 AND ADHESIVE ANCHORS:HIIGH-STRENGTH 3. The contractor prior to the start of construction shall verify all PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) EPDXY ANCHORING ADHESIVE FOR dimensions, existing or new and be responsible for field fit. see Schedule on DWG-1 if X, 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD co tip of lag screw shall fully extend beyond (3)1 OD THREADED NAILS OR Z MECHANICAL ANCHORS,;SIMPSON the inside face of the band joist. (3)#10 X 3"WOOD SCREWS WEDGE-ALL WEDGE ANCHOR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, r ; shall be installed in accordance under latest State approved Building Codes. SIMPSON DTT1Z W/(6)1 OD X 1-1/2" SIMPSON H2.5 AT ch All systems are to be designed, installed, & specified by the general contractors; HVAC, NAILS @ MIN.OF 4 LOCATIONS EACH JOIST / electrical or plumbing sub-contractors. SPACED EQUALLY. TWO WITHIN 24" FOOTINGS MUST BEAR ON FOOTING 12"DIAMETER MIN THREAD o UNDISTURBED Electrical certificates are to be provided the electrical contractor. OF EACH END OF DECK: SIMPSON BC ALLOWABLE LOAD:910LBS. POST GIRDER BEAR FOOTING ON VIRGIN SOIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity PENTRATION 3/8"DIA.LAG SCREW PREDRILLED CONNECTOR SOIL 36' MIN.BELOW GRADE >— To CENTER OF TOP PLATE,STUD MAXIMUM OVERHANG 24" of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall be the responsibility of the general contractor to verify the depth of all existing footings OR HEADER disturbed by construction. 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have P.T. POST TO CONC. PIER & FOOTING an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, LEDGER BOARD ATTACHMENT L BAND JOIST CONNECTION (CTS PORCHES & DECKS NTS garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS DECK 1 GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE International building code and NYS amendments. R507 EXTERIOR DECKS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. O All Concrete shall conform to the latest ACI standards 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 �-- Min. Fb for dimensional lumber= 850 psi. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Including but no tlimited to: Deck Framing, Posts, Headers, Girders& Ledgers. 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Down to rade or stainless steel. g 2x6 deck joist @ 16" oc b.) Use Copper flashing Only against ACQ Lumber Sill Plates as required 2-2x6 treated girder c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc -------------------- - �` ---"-- -'--='}��I TYP.DECK FOOTING shall be Hot-Dipped Galvanized or Stainless Steel. ______ SEE DETAIL 3'-®"x 7'-0" TYP.DECK LEDGER ----------------- WOOD LANDING SEE DET.� � &STAIRS& _ ------------- o ____1v---D-- RAILINGS AS - o o PERCODE ------------------------------------------ 6' P11 FASTENING SCHEDULE O BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE ' t J-h t DESCRIPTION NUMBER AND TYP SPACING AND FOUNDATION FLAN � O OF FASTENER LOCATION FLOOR FRAMING SCALE. 1/4" = 1'_Ot► � --� DECK FLAN • �. r--- JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL tI fr�^`•' --� W 3d COMMON SCALE: 1/411 e 11_011 il��� ?r l.s t/I RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON "O.C.TOE NAIL PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6 ® 1 1 BLOCKING TO JOIST 2-10d BOX EACH END 2-8d COMMON � �—•� BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL O Z 3-16d COMMON 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 4-10d BOX BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST 3-16d COMMON BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM STAGGERED ON OPPOSITE SIDES LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL z 3-16d COMMON BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL IL cv �/ 1[) Q tu TABLE 507.2 U 1 DECK LEDGER TO BAND JOIST CONNECTIONLU v CONNECTION JOIST SPAN Q to DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' 1/2"DIA. LAG SCREW 30" 23" 18" 15" & 1/2"MAX. SHEATHING -- 1/2" DIA.THRU BOLT 36" 36" 34" 29" & 1/2 MAX. SHEATHING 12'1"TO 14' 14'1"TO 16' 161"TO 18' 1/2" DIA. LAG SCREW & 1/2"MAX. SHEATHING 13" 11" 10" 1/2"DIA.THRU BOLT 24" 21" 19" O � 1 D �`�I-���� 6� UJ 1/2 MAX. SHEATHING 1 >r LEDGERS SHALL BE FLASHED 1 LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) Wood steps and landingLU 1 z to grade, handrail and - - - - - - Guardrail to code - - - - - - - TOWN OF SOUTUG D }-- � > m v � �O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REAR ELEVATION .ter---�-�f4 � 3: � N WIND DESIGN TYFIC IAL SIDE ELEVATION SUBJECT TO DAMAGE FROM GROUND" /'� ^:�";�• �"" SNOW SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD AIR MEAN �' C,�LE' 1/�II SPEED TOPOGRAPHICWIND BORNEEXPOSURE DESIGN FROST SCALE: r LOAD (MPH) EFFECTS REGION ZONE CATEGORY CATAGORY WEATHERING LINE DEPTH TERMITE DESIGN REQUIRED HAZARD HAZARD FLOODFRINDEIXG A TEMP SCALE: 1/4" 20 LBS 5140 NO NO NOM B B SEVERE 11 MODERATE * s 3-B TO HEAVY 15 YES NO 1500 or less 52.2 �' 4 J M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER \ ��„q�� , 19 'p �� "GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) �t 1G� /