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Home My WebLink About37966-Z Town of Southold Annex 2/21/2014 P.O. Box 1179 54375 Main Road *9*v Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36777 Date: 2/21/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 405 W Cedar Point Dr, Southold, SCTM 473889 Sec/Block/Lot: 90.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this offrced dated 4/11/2013 pursuant to which Building Permit No. 37966 dated 4/23/2013 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 with covered porch, rcar entry deck second floor deck and attached two car garage as applied for The certificate is issued to Manzi, Mary & Humes, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0031 10/25/13 ELECTRICAL CERTIFICATE NO. 37966 1/21/14 PLUMBERS CERTIFICATION DATED 2/11/14 William Schwamb Plumbing t Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a SOUTHOLD,NY f 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 37966 Date: 4/23/2013 Permission is hereby granted to: Manzi, Mary & Humes, Susan 9 Rockhall Ln Rocky Point, NY 11778 To: construct a new Single Family Dwelling with attached garage & covered front porch per Trustees & DEC approval as applied for At premises located at: 405 W Cedar Point Dr, Southold SCTM # 473889 Sec/Block/Lot # 90.-2-27 Pursuant to application dated 4/11/2013 and approved by the Building Inspector. To expire on 10/23/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,494.00 CO - NEW DWELLING $50.00 Total: $1,544.00 Building Inspector d Form No. 6 TOWN OFSOUTHOLD. 3 BUILDING DEPARTMENT # TOWN HALL 765-1802 3 °Z . 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 iiigtallation from Board of Fire Underwriters. 4. 'SwAtn statement from plamber certifying that the solder used in system contains less than 2110 of I% lead. 5. Commercial building, iirclustrial building, multiple residences and similar buildings and installations, a certificate of Code Compliahce'f ern architect or engineer responsible for the buildings .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to. April 9, 1957) rion-conforming uses, or buildings and "pre-existing'? land uses: I- Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspectors hall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dweiling.$50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2- Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of Occupancy - Residential $15.00-, Commercial $15.00 Date. New Construction: ? Old or Pre-existing Building: / /(check one) . Location of Property: ~QS 2Ada.7~ fa/, ~ S6_ah4 ~4 House No- Street Hamlet Dwner or Owners of Property- &Wy 149 d/z Suffolk County Tax Map No 1000, Sectiioon /CIS Block p o~ Lot O o~ 7 Subdivision Filed Map. Lot: J ~6 ' /3 ~r/'d O¢cTa /q,1? Permit No. J 7 / 6 Date of Permit. y-~ 3 Applicant: Health Dept_ Approval: - - / ~j Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) =ee Submitted: $ YD, Mct/1'z? ~iyeS ~ae7LlC plicant Sign ture ho~~pF SOl/lyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roper. richert(cDtown.southold.ny.us Southold, NY 11971-0959 Cow, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McDermott Address: 405 W Cedar Point Dr City: Southold St: NY Zip: 11971 Building Permit 37966 Section: 90 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Power License No: 33345-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 42 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 56 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 2-combination smoke/co detectors, 5-paddle fans, 4-exhaust fans, 1-40a cook top, 1-40a oven, 1-20a dish washer, 9-ARC fault circuit breakers Notes: y~ J Date: Jan 21 2014 Inspector Signature: 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: 2- - I l- 2-01 L II • } l~ 56 c J} ~tiC Q. Co G y t~J C cd G (J Building Permit No. 3 7 9 (C Owner: ~t Qn / "cu--) z i (Please print) Plumber: W/ 1 C{vn S C JGv P) vn + f'~t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P bers Si e) Sworn to before me this day of -C 20Iq -kv 6 92.1 A-J- ( Cl cz~C~- Notary Public, J., u l 1~ County L AURA CANGEMI ^Y F' 3jC, S!at> of New York Dlo. 9 ^0611 ^~al'"Pd in S.iifolk Cormty 1 s.on Expires March 15,U < / (P ~ 0* 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: ON /3. DATE ~4 -3 INSPECTOR OF SOBTy„_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -d DATE INSPECTOR of sour # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2 ] INSULATION [ ] FRAMING / RAPPING ( ] FINAL [ ] FIREPLACE & E [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR. //i~l - o~,ipF 304)y~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPEC ON [ ] FOU ATION 1 ST [ ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIROUGH) [ ] ELECTRICAL (FINAL) REMARK -r"J CL 4- 1& S , DATE 3 INSPECTOR epz /n .0- k 111Y~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ol~ DATE d 6 / INSPECTOR 1 379- o~~oFr ow TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI ALI REMARKS: jA el 6 n~ C~ D ATE INSPECTOR I' O~y,OF SO//T~ 11,~ 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: DATE Z/ INSPECTO i ~ ~~,OF 8W¢,y TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL), REMARKS e~ c DATE ` INSPECTOR --7 o~,~OF S~llTy~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTI N [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J N G DATE INSPECTOR Mary Manzi 9 Rockhall Lane Rocky Point, NY 11778 (631)744-8504 February 12,2014 Town of Southold Building Department Southold, NY RE: Permit #37966 405 W Cedar Point Drive, Southold To Whom It May Concern: This is to state that I will make certain there is grass growing at the property located at 405 W Cedar Point Drive in Southold. If you have any questions or need any further information, please contact me at (631)744-8504. Thank you for your attention to this matter. Sincerely, Mary 7il FIELD ON BEPORT DATE S U! ro FOUNDATION (1ST) FOUNDATION (ZND) ~ G d ROUGH FRAMING PLUMING 0 Z 0 0 al INSULATION PER N. Y. o~sQ' STATE ENERGY COME S r FINAL JeDrrIONAL COM MNTS A 615-A/3 L i a.l o ?Je~n.) ~ A r c 10 S w 4C z O o c°u TOWN OF SOUTHOLD _ BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL 11 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 BLDG Planning Board approval . DEPT. FAX: (631) 765-9502 ~ TOWN of SoutHOLI Survey ~ SoutholdTown.NorthFork.uet Check LJJ Septic Fonn N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form °~~"7 Contact: Approved- - ~ 20a Mail to: Disapproved a/c _ Phone: Expiration- 0 Building Inspector APPLICATION FOR BUILDING PERMIT Date UY-i 20-L3- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. L M Ctnz' N Cary- S& S/ L L C (Signature of applicant or name, if corporation) PC) 80x 702, 1Q,P4LLL/ 11 776 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder GrL erCt -I CCU~rCcC ~v & i IdCi- Name of owner of premises G , H Ck^ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly auth rized officer CL YnCvnJS- (Name and title corporate officer) Builders License No. 72'~_ - Plumbers License No. 2 P) m Electricians License No Q Go ' E Other Trade's License No. 1. Location of land on which pr posed work will be done: 4O'-PT CcAor Po 4- ~c .SoLD4,o Id. House Number Street Hamlet County Tax Map N. 1000Be Section 070 Block ) Lot 02 7 SubdivisionCC- Ct,- Q Par {l Filed Map No. Lot 14& 2. State existing use and occupancy of premises and intended use an-dI occupancy of proposed construction: a. Existing use and occupancy I 1fI LANT C 7/ dC e S%~ 9+ C Q~ b. Intended use and occupancy jT1c P r"t t/ 3. Nature of work (check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Z~~e~ 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. A/ 7. Dimensions of existing structures, if any: Front A/ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front q8 /0 Rear 416 Depth L/0 S r Height 3L Number of Stories ,"Z 9. Size of lot: Front -Rear-/,I/ fZ Depth 10. Date of Purchase ? L3/ Name of Former Owner i TEE 1~? f7 rA, L" t' ~ -Y i~.c ~J 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO I/ 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO_ 14. Names of Owner of premises A-447 ~19oz Address 9 Addd11 A--Q. Phone No. q - 5.0 Name of Architect Ie*(2 7 ~ /JL4 A2 6. Address A09 Lr)fo E'~t L•Phone No d - 8 0 Name ofContractor MA z? dl~neS FA 4V / Address(-0- 6) 7aa QP .PhoneeNo.7,lq- 2 S~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES ? NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_LC _ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) I 05 PA )19471 A5 p!e what being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 201~L 1 ` 0 n' Notary Public iature of Applicant LAURA CANGEMI gn N ARY PUNoICS'0096 1of New YO Qualified in Suffolk Coun/~ Commission Expires March 15Q.. S BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7161 1pATE: AUGUST 19 2009 ISSUED TO: JOSEPH MANZI PROPERTY ADDRESS: 405 CEDAR POINT DRIVE WEST.=SOUTHOLD SCTM# 90-2-27 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter.1 J I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Ausust 19, and in consideration of application fee in the sum of $25M paid by Joseoh.M" and subject to the Temis and Conditions as'statod in the Resolution, t11e Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story single-family dwelling,. in-groand swimming pool, deck, garage, driveway and sanitary system, with the conditions that either a split-rail fence and/or a line of cedar trees on 15' centers to be placed and maintained along the landward cogs of the 50' NonrDisturbance Buffer,; 50' Non- Disturbance Buffer to be maintained from the;apUVrad fence and/or cedar trees seaward with a 4' wide access path through the buffer to the water, a line of staked hay bales with silt fencing is installed along the 50' setback, and as depicted on the survey prepared by Joseph A. Ingegno, last dated November 10, 2005, and received on June 30, 2009. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. o Bob Goa o, Jr. - Absent James F. King, President QF so~ryol Town Hall Annex Bob Ghosio, Jr., Vice-President 0 54375 Main Road P.O. Box 1179 Dave Bergen * Southold, New York 11971-0959 John Bredemeyer co • O Telephone (631) 765-1892 Michael J. Domino O 00UNiV, Fax (631) 765-6641 BOARD OF TOWN TRUSTEES January 23, 2013 TOWN OF SOUTHOLD Mr. Charles Cuddy, Esq. 445 Griffing Avenue Riverhead, NY 11901 RE: MARY MANZI 405 CEDAR POINT DRIVE, SOUTHOLD SCTM# 90-2-27 Dear Mr. Cuddy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 23, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #7161 to reflect the proposed residence further from the wetlands; the Non-Disturbance Buffer to be increased from 50' to 75'; and the proposed split rail fence and/or cedar trees on 15' centers be placed and maintained along the landward edge of the Non-Disturbance Buffer; a 75' Non-Disturbance Buffer is to be established and subsequently maintained from the split-rail fence and/or cedar trees seaward with a 4' wide access path through buffer to the water, and temporary placement of hay bales and silt fencing to be located along the landward edge of the 75' buffer; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated November 14, 2012 and stamped approved on January 23, 2013. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. F James F. King President, Board of Trustees JFK:amn John M. Bredemeyer III, President o~OgOFFO[KQ9 Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 James F. King y i P.O. Box 1179 Charles J. Sanders o Southold, NY 11971 Telephone (631) 765-1892 1 41 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0953C Date: February 21, 2014 THIS CERTIFIES that the construction of a two-story single-family dwelling, garage, driveway and sanitary system: a 75' Non-Disturbance Buffer established from split-rail fence seaward with a4' wide access path to the water, placement of a split-rail fence.along the landward edge of hg Z5Nygn=Disturbance Buffer At 405 Cedar Point`D'rif~e''West 'Southold, New York Suffolk County Tax Map # 90-2-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 30, 2009 pursuant to which Trustees Wetland Permit #7161 Dated August 19, 2009, was issued and Amended on January 23, 2013 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story single-family dwelling: garage: driveway and sanitary system: a 75' Non-Disturbance Buffer established from split-rail fence seaward with a 4' wide access path to the water: placement of a split-rail fence along the landward edge of the 75' Non- Disturbance Buffer. The certificate is issued to MARY MANZI owner of the aforesaid property. r Authorized Signature v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03493 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: MARY MANZI MANZI PROPERTY 9 ROCKHALL LN 405 CEDAR POINT DR WISCTM 1000-090-02- 027 ROCKY POINT, NY 11778 SOUTH OLD, NY 11971 Facility Application Contact: JEFFREY T BUTLER PO BOX 634 SHOREHAM, NY 11786-0634 (631) 821-8850 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: SOUTHOLD Facility Principal Reference Point: NYTM-E: 718.576 NYTM-N: 4545.482 Latitude: 41°01'52.5" Longitude- 72°23'59.8" Project Location: 405 Cedar Point Drive West - Watercourse - Peconic Bay - Authorized Activity: Construct a four foot wide access path through the freshwater wetland adjacent area. Add a 75' buffer. Install a'split rail fence at the landward edge of the buffer. All work must be in accordance with the attached plan prepared by Jeffrey T. Butler dated 11/14/12 last revised 1/2/13 and. stamped NYSDEC approved 1/30/13. (MAM) Permit Authorizations Freshwater Wetlands - Under Article 24 Permit ID 1-4738703493/00002 New Permit Effective Date: 1/30/2013 Expiration Date:, 1/29/2018 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable-regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BR K, 11790 -3409 Authorized Signature: Date /_ZpA!b Page 1 of 6 Town of Southold - Chapter 236 - Stormwater Management ~g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-A ant-C uha ontra Other (CfrrJe One) Proparry. ER: (N Different than Applicant) 0!6 x 70 a, P-t 11778 ® `tit/ 7 TP TebpMns t. ",%7 ta M* - -/q _ FaxN E - Mail: IQ Y' e'n11' 6 +fnI+7 c.ioE - Ma: Property Address: (A Pmtn \ tJe 1 1 N Brief IksaipEOa of Conswction AcfiviLY, f'roposcd Strucoaal BMPa, Sort S.C.T.M. e: im 9) OZ- _Z U kA Sabalimtion BMP3, Project Scope and/or Sequence of CDwauction Activity . osew trrnwr awa to 1PmNM AdEXIOng Pages se Needed) Nams of Contracbr, and/or Contact Person Responsible for hnplemmMatbn of SWPPP: _____________________v_~ ____LI_~ Z LL _~_GroSr1_'~lon--~ _14 - Address: 7,(Iz- 715 ac/C~ TWp -"7L44 -Z F -04 7 _ b~1- (O1L GLrGO[~^_ E-Mail: 1Q 1L1-Q Gml ~OP~pFt 1! - ~A°L . ~G. tDC Id Na., of Persons Responsible for lnatslMNondN inbnaneea Fimbn Control PrsrJka an / P i . • a ~K- Addreaa: c Telephone Fax M. S_ L {v!',_-' -driItLJ/_?4.-~_°n`3__C.ISEI E - Male - Total AreaofM O,SA440. n/ p TOW Area of Land Cbaling Project Parcels: 2,51' o o and/or Ground Disturbance: Project Duration: Start End (a,bmpeba) Ip S Dab:`_j-1,3 Date: tl-36.-1,3 (NUnMGbletla 1 Will this Project Disturbs flue (5) or More Acres at Q Any One Time During the Proposed Development? Yes No If YES: Pleas. Anawer the Folbedn9l a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES or description of all Potentially ImLpacted Waterbodiea andlor Wetlands: Inspections will c Does the SWPPP A fdequately Identify All Temof Time ? porary Y = Q - and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q - - - - - - - Project Phasing Plan ? Yes No Stabs of Impacted Waterbody: (as. TMDL, 3a3(d) Llsted, knpairN...) e. Does the SWPPP Indicate Additional Site Specific 0 Q - Practices that Will be Utilized to Protect Water Quality ? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacrea Waterbody: (eq. Lake, C Of Intent and SW PPP Acceptance Form for Review Q Q Creek Bay, Pond, Sound, FreshwaM Wetland..) by the Town of Southold ? Yes No --L~ti G STATF OF NEW YORK, COUNTY OF ~!..C.!..y SS That I, being duly swom, deposes and says that he/she is the applicant for Permit, (Name d indvidul sgnYppoa/mant) . And that he/she is the CtYJ.Gt. . (Qvner, CanbxtaC Agent. Caryorale IXlker, elel . Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed said rk and to make and file this application; that all statements contained in this application are tme to a best of his kno dge and fief, and that the work will be performed in the manner set forth in the apocation filed herewith Sworn to bef9rp npgpthis; I I17~ r / *,**...T.............. dayof...... ...TI .-............,20.!.°'- Notary Public. . ` ...........s'........ gfr gnat or Applies q / SWPPP Assess ent FORM: 03-1 W 1I d~ 00to'lYgL CHARLES R. CUDDY ATTORNEY AT LAW 445 GRI FFI NG AV EN UE RCVERHEAD,NEW YORK Mailino Address: TEL: (631) 369-8" P.O. Box 1547 FAX: (631) 369-9080 Riverhead, NY 11901 E-mail: Aarles. Buddy@verizon. net April 9, 2013 Building Department Southold Town PO Box 1179 Southold. NY 11971 Re: Building Permit Application-Manzi Homes East, LLC 405 Cedar Point Drive, Southold Dear Sir/Madam: On behalf of Manzi Homes East, LLC, and Mary Manzi, property owner, we are submitting the following documents in connection with construction of a new home at 405 Cedar Point Drive, Southold: 1. Building Permit application 2. Four (4) sets of Building Plans 3. Survey with approval of Suffolk County Department of Health Services 4. A check in the sum of $1,494 based on 3235 sq.ft. Of floor area, including the porch and garage 5. Septic form 6. DEC approval on site plan together with the DEC Permit 7. Town Trustees approval 8. Flood Permit application and Certificate of Compliance 9. Single and separate search 10. Storm Water Assessment Form Please review the enclosures and issue a permit to the applicant. Very truly yours, Charles R. Cuddy CRC:ik P.S. Also enclosed is an Application for Certificate of Occupancy and check for $50.00. pF SOplyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 co Southold, NY 11971-0959 0 coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD February 10, 2014 Mary Manzi 9 Rockhall Lane Rocky Point, NY 11778 Re: 405 W. Cedar Point Rd, Southold TO WHOM IT MAY CONCERN: Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: ote: Also need Affidavit stating groundcover will be applied in the spring. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. *'~Plumbers Final Health Department Approval. Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37966 - Single Family Dwelling CHARLES R. CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD, NEW YORK Mailing Address: TEL: (631) 369-8200 P.O. Box 1547 FAX: (631)369-9080 Riverhead, NY 11901 February 19, 2014 E-mail: charles.cuddy@verizon.net Board of Town Trustees Town of Southold PO Box 1179 - - Southold, NY 11971 (l/ E D Attn: Ms. Elizabeth Cantrell, Secretarial Assistant FEB 2 i 2bi4 Re: Mary Manzi-405 Cedar Point Drive, Southold SCTM#1000-90-2-27 PT. Dear Ms. Cantrell: Pursuant to the Town Trustees approval, we are enclosing a certified copy of the Declaration of Covenants recorded with the Suffolk County Clerk on February 19, 2014, at Liber D00012763 Page 920. Please make it part of your record. Very truly yours, Charles R. Cuddy CRC/ik Encls. Cc: Southold Town Building Department CHARLES R. CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD, NEW YORK MailinpAddress: TEL: (631) 369-8200 P.O. Box 1547 FAX: (631)369-9080 Riverhead, NY 11901 February 20, 2014 E-mail: charles.cuddy@verizon.net Board of Town Trustees Town of Southold PO Box 1179 Southold, NY 11971 fl ~ Attn: Ms. Elizabeth Cantrell, Secretarial Assistant I I( FES 2 1 2014 f` j Re: Joseph G. Manzi, Jr: 355 Midway Road, Southold- _J SCTM#1000-90-2-28 Dear Ms. Cantrell: Enclosed please find a certified copy of the Declaration of Covenants recorded with the Suffolk County Clerk on February 19, 2014, at Liber D00012763 Page 990. Please make it part of your record. Very truly yours, Charles R. Cuddy Y CRC/ik Encls. Cc: Southold Town Building Department Kevin McDermott 5 Acorn Lane Commack, New York 11725 February 10, 2014 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 To Whom It May Concern: This letter should serve as an affidavit to promise to plant ground cover spring of 2014 as soon as the weather permits and is conducive to plant growth. I realize this is a condition of passing final inspection and issuing a certificate of occupancy for the property located 405 Cedar Point Road W, Southold, NY 11971. (BP37966Z) State of New York County of Suffolk Sincerely, Subscribed to and sworn (or )h) beforei ll'' I2-.biTby this by Kevin McDermott (Property Owner) 405 Cedar Point Road W s SlgrlatUre Southold, NY 11971 Donna MI. Sct+aefer Notary Pubi_,- ``""t o' NNW York unt Quau== d °ry Expires June 27rI' 1 Commission FEB ? 7 2014 Ji SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK D(Residential @ $10 or ? Non-Residential @ $25 Septic Tank P(or Cesspool 7~ Application No. Permit No. Applicant Name: M Q n Z P U mcS Eo 4, L L C Applicant Mailing Address: A d 1, [3x 70 Z Puc_l(y P4-, K~./ ) -7 7 $ Brief description of Propsed( Construction or Alteration: Ga s~, //0, Wt } k S-gbc- s vs" ~0i q &Cjr~„ ~01)5e Location of Proposed Construction/Alteration: Owner of Property: M G ru H 07Zr Owner Mailing Address: 9 KLo d4k&1 I Lr Qo c) d P+ , W 117 73 Property Address: o S Cecka b rla z, So ~v 1 7 Name and Telephone No. of Contact Person: 3/- 6U 2J Tax Map No.: Section: To Block: O Lot: Z 7 Nearest Cross Street: 4 ~t r- sOA6 $ r c,r o y Asa 6„ ~ ( Gec~a/ o r llf. NOTE: LOCATION MAP MUST BE SUBMIT D WITH AP LICA ION. NEW q ro Rd. CONSTRUCTION REQUIRES SURVE WIT AL D PAR ENT APPROVAL. ig ture of A ' ant Date Received by: r%L1V VVA1 C a P%DZ21 r[Ake 11 I1non )-dhg PoRdes of c5s2tewart SS# ADV-9862-5 SINGLE & SEPARATE SEARCH STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON, ESQ., being duly swom, deposes and says: THAT he is the President of Advocates Abstract, Inc., an agent of Stewart Title Insurance Company, and has caused a search to be made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000; Section: 090.00; Block: 02.00; Lots: 027.000 THAT such search includes a chain of title to the premises and all of the adjoining lots since prior to June 2, 1971 and such search shows that according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of the property involved since that date. THAT this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the results of the search herein. THIS Company's liability is limited to One Thousand ($1,000.00) Dollars for negligence only. NO policy of title insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC., Agent for Stewart Title Insurance Company ~r BY: STEPHEN M. RICHARDSON, PRESIDENT Sworn to before me this 20th day of February, 2013 li Janice A Magee State of New York e32771 Page 1 of 6 aunty ivia oh S0 20 15 6302 Route 25A, P.O. Box 958 • Wading River, NY 11792 631.929-6686 • 631.929.3708 fax SUBJECT PREMISES: 1000-090.00-02.00-027.000 Howard A. Toedter, Inc. Dated: 07/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson Dated: 06/01/71 to Rec'd: 06/02/71 Lefferts P. Edson Liber: 6939 pg. 454 Lefferts Paine Edson died, testate, Suffolk County, New York on 5/3/89 (1075P1989) Lewis Lefferts Edson, as Executor Dated: 01/10/2006 of Lefferts P. Edson Rec'd: 04/19/2006 to Liber: 12446 pg. 65 Susan S. Humes, 1% interest and Lewis Lefferts Edson, 99% interest Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of Last Will and Testament of Rec'd: 03/10/2006 Lefferts Paine Edson, deceased Liber: 12439 pg. 823 to John Guido continued ADVO~CiATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20th day of February, 2013 r. _ York Page 2 of 6 °:cszsn Q'uai fl"! Suffolk County Commission Lxpfres March 30 20 1~ 1000-090.00-02.00-027.000 continuation John Guido Dated: 08/30/2006 to Rec'd: 08/31/2006 Joseph G. Manzi, Jr. and Liber: 12467 pg. 208 Mary Manzi, ux. Joseph G. Manzi, Jr. and Dated: 03/23/2007 Mary Manzi, ux. Rec'd: 04/10/2007 to Liber: 12500 pg. 180 Mary Manzi (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: S HEN M. RICHARDSON Sworn to before me this 20' day of February, 2013. Janice A 141' R'ot2r^ Public, S ~ - t 1 c" 1 c r Park Quclific n SulicC. Comtnissiol lzp:rzd aria: cY; SJ i`J 1 S Page 3 of 6 PREMISES ADJOINING SOUTH: 1000-090.00-02.00-028.000 Howard A. Toedter, Inc. Dated: 7/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson died, testate, Suffolk County, New York on 5/24/88 (1074P1989) Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of the Last Will and Testament of Rec'd: 03/10/2006 Grace Edson, deceased Liber: 12439 pg. 824 to Manzi Homes, Inc. Manzi Homes, Inc. Dated: 05/30/2006 To Rec'd: 06/02/2006 Rockhall Development Corp. Liber: 12453 pg. 184 Rockhall Development Corp. Dated: 05/21/2007 to Rec'd: 05/25/2007 Joseph G. Manzi, Jr. Liber: 12506 pg. 900 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: n STEPHEN M. RICHARDSON Sworn to before me this 20th day of February, 2013 `j~;lu,u,~11~s2 Page 4 of 6 171 Cep hficd , suiiols CcuaEy Commissioa Lai res march 30 20 1 rj PREMISES ADJOINING EAST: 1000-090.00-02.00-026.000 Howard A. Toedter, Inc. Dated: 07/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson died, testate, Suffolk County, New York on 5/24/88 (1074P1989) Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of Last Will and Testament of Rec'd: 03/10/2006 Grace Edson, deceased Liber: 12439 pg. 822 to Manzi Homes, Inc. Manzi Homes, Inc. Dated: 05/30/2006 to Rec'd: 06/02/2006 Rockhall Development Corp. Liber: 12453 pg. 182 Rockhall Development Corp. Dated: 09/20/2006 To Rec'd: 09/28/2006 Claus Hertel Liber: 12471 pg. 514 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20' day of February, 2013. r Page 5 of 6 Quaiiri, d :n sa, olk Cocn'y Commission Expires March so 20 15 PREMISES ADJOINING WEST: Midway Road PREMISES ADJOINING NORTH: North Cedar Point Road West ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20' day of February 2013 T?ot "r ci !],-.v York 1:.:AA -2791 Qualified ,n Suffolk Coun"Y Cocm.issioa Eso:res Zriarch 30 20 IS Page 6 of 6 REScheck Software Version 4.4.3 Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 405 Cedar Point West NY Jeff Butler Southold Jeffrey T. Butler, P. E., P.C. Town of Southold, NY 206 Lincoln Street Permit Date: 32013 Riverhead, NY 11901 631-208-8850 using Conii)liailce Passes trade-off Compliance: 12.5% Better Than Code Maximum UA: 385 Your UA: 337 The Is Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or wet relative to a minlmumoode home. Gross Cavity Cont. Glazing UA Assembly Area or R-ValUe R-VML1e of Door Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1325 30.0 0.0 46 Wall 1: Wood Frame, 16" o.c. 2356 15.0 0.0 161 Window 1: Vinyl Frame:Double Pane with Low-E 226 0.310 70 Door 1: Solid 42 0.390 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1325 30.0 0.0 44 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 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ~~11 Name - TnlI n ure Date ~pF NEW Y T. BUT`0,9! Yy i lZ n a I. Project Title: Report date: 02/18/13 Data filename: 405 Cedar Point Drive W.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ? Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ Yes _ No Comments: Doors: ? Door 1: Solid, U-factor: 0.390 Comments: Up to 40 sq.ff. of this door is exempt from the U-factor requirement. Floors: ? Floor 1: All-Wood Joist/lruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subtioor decking. Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ? Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ? Wood-burning fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title: Report date: 02/18/13 Data filename: 405 Cedar Point Drive W.rck Page 2 of 4 (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (1) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) ShowerAub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ? Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ? Duct tightness test has been performed and meets one of the following test criteria: (1) Postoonstruction leakage to outdoors test: Less than or equal to 208.0 cfm (8 cfm per 100 tt2 of conditioned floor area). (2) Postoonstruction total leakage test (including air handler enclosure): Less than or equal to 312.0 cfm (12 ctm per 100 ft2 of conditioned floor area). (3) Rough-in total leakage test with air handler installed: Less than or equal to 156.0 cfm (6 cfm per 100 t12 of conditioned floor area). (4) Rough-in total leakage test without air handler installed: Less than or equal to 104.0 cfm (4 cfm per 100 ff2 of conditioned floor area). Temperature Controls: ? Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. O Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ? Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ? Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R3. Project Title: Report date: 02/18/13 Data filename: 405 Cedar Point Drive W.rck Page 3 of 4 Swimming Pools: ? Heated swimming pools have an on/off heater switch. Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. ? Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. ? Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ? A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per wan for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and ~ 40 (e) 60 lumens per watt for lamp wattage> 40 Other Requirements: ? Snow- and ios-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement ,c'). Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 02/18/13 Data filename: 405 Cedar Point Drive W.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate R-Value insulation Rating • / Hoof 30.00 Wall 15.00 Floor / Foundation 30.00 Ductwork (unconditioned spaces): Glass & DDoor Rating U-Factor SHGC Window 0.31 Door 0.39 NA Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: U REScheck Software Version 4.4.4 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York S r p - 5 ?013 Construction Type: Single-family L, Project Type: New Construction Conditioned Floor Area: 2,600 ft2 1_7 i Glazing Area 10% CID Heating Degree Days: 5750 Climate Zone: 4 Permit Date: 3/2013 Construction Site: Owner/Agent: Designer/Contractor: 405 Cedar Point West NY Jeff Butler Southold Jeffrey T. Butler, P.E., P.C. Town of Southold, NY 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Compliance: Passes using UA trade-off Compliance: 9.9% Better Than Code Maximum UA: 385 Your UA: 347 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. Glazing Assembly or R-Value R-Value r), Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,325 30.0 0.0 46 Wall 1: Wood Frame, 16" D.C. 2,356 13.0 0.0 171 Window 1: Vinyl Frame:Double Pane with Low-E 226 0.310 70 Door 1: Solid 42 0.390 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,325 30.0 0.0 44 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 Versi 4.4.4 and to comply with the mandatory requirements listed in thS . P15check Inspect! Checklist. Name - Titl / e ti~P~ P~v T e`r 0 r p I s FOA 079493 ~~FESS4A Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 1 of 7 REScheck Software Version 4.4.4 Inspection Checklist 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. 010 u GomPifssi Ene Y ut Pre4espectioe/Pian ]lit 103.2 Construction drawings a?Complies [PRl]1 documentation sufficien?Does Not demonstrates energy co?NOt Observable compliance for the buildenvelope. ?NOtApplicable 103.2, Construction drawings a?Complies 403.7 documentation sufficient ?Does Not [PR3]1 demonstrates energy co'?Not Observable ~ compliance for lighting amechanical systems. Sy?Not Applicable serving multiple dwellin,must demonstrate comp:with the commercial code.x..,, 403.6 ;Heating and cooling equipment is: Heating: Heating: ?Complies [PR2]2 :sized per ACCA Manual S based Btu/hr- Btu/hr- ?Does Not 40 on loads per ACCA Manual J or Cooling: Cooling: lother approved methods. g' ?Not Observable Btu/hr Btu/hr ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 2 of 7 2010 Energy New York Foundation Inspection {omplhsi Co I 303.2.1 ;Exposed foundation insulation ?Complies [F011]2 protection. ?Does Not ?Not Observable ?Not Applicable 403.8 ; Snow melt controls. I?Complies [FO12]2 ?Does Not yL ?Not Observable ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 3 of 7 YOr#t'amigq/ROUph•In:Inspection ValueVarlHed F° 7 ~+f1RR1._ i ' 402.4.4 :Fenestration that is not site built - []Complies [FR20]1 'is listed and labeled as meeting "I []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable 'or has infiltration rates per NFRC []Not Applicable 400 that do not exceed code _ limits. 402.4.5 IC-rated recessed lighting fixtures,; []Complies [FR16]2 sealed at housing/interior finish ` []Does Not j and labeled to indicate &It 2 0 cfm leakage at 75 Pa. []Not Observable z 12: w+ []Not Applicable 403.2.1 Supply ducts in attics are R R-_ []Complies [FR12]1 insulated to R-8. All other ducts R R- :[]Does Not in unconditioned spaces or 14 outside the building envelope are ?NOt Observable insulated to R-6. Not applicable if ![]Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, []Complies [FR13]1 air handlers, filter boxes, and 4`""" []Does Not ,8, building cavities used as return []Not Observable ducts are sealed. []Not Applicable 403.2.3 ; Building cavities are not used as " []Complies [FR1513 ducts or plenums. []Does Not 40 - []Not Observable []Not Applicable 403.3 IHVACpiping conveying fluids R-_ ;LR- ;[]Complies [FR17]Z labove 105 QF or chilled fluids []Does Not ;below 55 QF are insulated to R-3. ?NOt Observable []Not Applicable 403.4 (Circulating service hot water R-_ R-_ []Complies [FR18]2 pipes are insulated to R-2 []Does Not ![]Not Observable :[]Not Applicable 403.5 Automatic or gravity dampers are []Complies [FR19]2 I installed on all outdoor air [ []Does Not intakes and exhausts. ?NOt Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 4 of 7 010 York Insulation Inspection Complies? Comments/Assupoodo s 303.1 IAII installed insulation labeled or '?Complies [IN13]' installed R-values provided. ?Does Not ?Not Observable ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 5 of 7 2010 Plans Verified Field VwM W EYork Final inspection Provisions Value Value Complies? Conxnenb Y It; 402.4.2, Building envelope tightness ACH 50 ACH 50 ?Complies 402.4.2.1 verified by blower door test resultI?Does Not [FI17]1 of <7 ACH at 50 Pa. This '?Not Observable 4' requirement may instead be met via visual inspection, in which '?Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have tx_r1< '"?Complies [FIB] gasketed doors and outdoor ;combustion air. ?Does Not S' ,?NOt Observable ?NOt Applicable 403.2.2 Duct tightness via post- _ cfm _ cfm ?Complies [FI411 construction with maximum ?Does Not leakage of 8 cfm to outdoors, or ?Not Observable 12 cfm across systems. For 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 [FI9]2 installed on forced air furnaces. ?Does Not ?Not Observable t ?Not Applicable 403.1.2 Heat pump thermostat installed ?Complies [FI10]2 Ion heat pumps.r ?Does Not ?Not Observable ?Not Applicable 403.4 Circulating service hot water ?Complies [Flll]° systems have automatic or ?Does Not ;accessible manual controls ?NOt Observable p~ ?Not Applicable 403.9.1 Readily accessible switch on ?Complies [FI12]3 ! heaters for swimming pools ?Does Not AO?Not Observable z ?Not Applicable 403.9.2 !Timer switches on pool heaters ?Complies [FI39]3 :and pumps are present. ?Does Not 10 ?Not Observable ?Not Applicable 403.9.3 :,Heated swimming pools have a ?Complies [F12013 ( cover. Covers on pools heated ?Does Not over 90 QF are insulated to R-12. ?Not Observable ?Not Applicable 401.3 (Compliance certificate posted. cl; ?Complies [FI7] ?Does Not fa, - r ?Not Observable ?Not Applicable 303.3 Manufacturer manuals for ?Complies [FI38]3 mechanical and water heating ?Does Not equipment have been provided ¢ ?Not Observable k ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 6 of 7 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09104/1 Data filename: 405 Cedar Point Drive W.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 23.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & DDoor Rating U-Faclor SHGC Window 0.31 Door 0.39 Heating . Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF LOT 146 MAP OF CEDAR BEACH PARK c fLSfs D R^ ~D a~sWrF< pN FILE No. 90 FILED DECEMBER 20, 1927 SITUATE Zc39sop. `I~ A DwgrfNJ BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 4TfRrD IV S.C. TAX No. 1000-90-02-27 SCALE 1"=30' 2` NST~ 'C. o~ , a o~ Ay r ws< 3g -Z ?p" RfFTJ MAY 6, 2005 JUNE 22, 2005 ADDED SITE PLAN y~y j rc~y`65'~ N a,r \ . f j •~2y ~T~ OCTOBER 18, 2005 REVISED WETLAND NOTE I O s ~a"n \ fs O NOVEMBER 10, 2005 REVISED SITE PLAN / O yam, r r `o\ sfTs PDOf OF Dpi PUBWfC<NNC NOVEMBER 13, 2007 LATH OUT BUFFER LINE AUGUST 4, 2009 LATH SET FOR SITE INSPECTION JUNE 5, 2012 UPDATE DATUM & FLOOD ZONES lcb E~ rq~f g040 ,TfRJ FEBRUARY 7, 2013, 2012 REVISE HOUSE LOCATION HS NOTIC FEBRUARY 27, MARCH 26,22013, 2012RADDDTESTHO EE 02/19/2013 sr AREA = 25,868 sq. ft. (TO TIE LINE) 0.594 ac. F i I \ ar O NOTES, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 19611 DATUM EXISTING SPOT ELEVATIONS ARE SHOWN THUS: 1 EXISTING CONTOUR LINES ARE SHOWN THUS:---7--- PROPOSED CONTOUR LINES ARE SHOWN THUS: -fie 3 m z Q/~ O' /e°/~3c s\0 ~j PROPOSED SPOT ELEVATIONS ARE SHOWN THUS= W \ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; S' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 eq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' din. PROPOSED EXPANSION POOL ya cry ND• l/ 9 / X ® PROPOSED LEACHING POOL M PROPOSED SEPTIC TANK ,,yamy~ I ~yyd<LL w ~y. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ID PROPOSED SPLIT RAIL FENCE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. q \ \ O LANDWARD EDGE OF 75' SETBACK --+tt - > AND TEMPORARY PLACEMENT 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO169H OF HAY BALES AND O I `i, \ f SILT FENCE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X": AREAS OF 0.25 ANNUAL CHANCE FLOOD; AREAS OF 15 ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LEM THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 15 ANNUAL CHANCE FLOOD. I N n J9..3 I s2`~g"~ \I O \?0'Vf 6. LATHS SET FOR TOWN TRUSTEES INSPECTION SHOWN THUS: A I I I~,yY2o ' \ o st^ C DA^6, q kr 7. TOTAL AREA TO BE DISTURBED: 19,1300 S0. FT. r D_' I J I n k 5 f~f THE NYS FRESHWATER W EB 3 'o S ONFTHE KSURVERIO PREPTAL CONS LTI ARy IS EQUAL TOWN o(f ,F~,G \4'T 4 EVISED 6/22/05 AS OEiERMINEO BY R.`'MARSH ON %ST DRAINAGE SYSTEM CALCULATIONS: y is . ` sa S~ RJR ROOF AREA: 1,886 eq. ft. 1,666 eq. ft. X 0.17 = 321 cu. ft. A,- *DISTU 13. 321 cu. ft. / 42.2 = 7.6 veHlcol ft, of 8' din. leaching pool requlrsd PROVIDE (2) 6' die. X 5' high STORM DRAIN POOLS DRIVEWAY AREA: 1,012 eq. M lzS Wsc+SpNBUFEAIONS X983)„ 1,012 eq. ft. x 0.17 x 0.6= 103.2 cu. ft. 103.2 cu. ft. / 42.2 = 2.45 v.01cal ff. of B' din. Ieaohlog pool required 6` D i/ I ~ 1 F\pc \ J8 3' PROVIDE (1) 6' did. X 3' high STORM DRAIN POOL WITH OPEN GRATE m I , 1,S 1 \ 8q,'~ YARD AREA: 5,000 sq. ft. 0 5,000 Rq, ft. x 0.17 X 0.2 = 170 cu. ft. 170 cu. ft. / 42.2 = 4 verOCal ft. of 8' do. leaching pool Inqulnd zor ` 54+ o PROVIDE (1) 8' did. X 4' high STORM DRAIN POOL WITH OPEN GRATE _ b V4 D4NT ~yo \~Gm By+ 1 101 'a LOT COVERAGE SU P RTME IT OF HEALTH SERVICES 3gOy FFOLK CODNTY DE i~ DESCRIPTION AREA Y. LOT COVERAGE 9A HOUSE 1,700 cq. ft. 6.6X. PERMIT FOR APPROVAL OF CONSTRUCTION FOR A f SINGLE FAMILY REGIDE.NCE ONLY a PORCH 187 eq. R. 0.7X DECK 6113 so. N. 2.6X. DATE 4 4 !3 TOTAL 2,570 eq. ft. 9.98 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR MILE SURVEYS AS MARLIEHEO BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND APPROVED MILE ASSOCATON, FOR MAXIMUM OFl>EUROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL TEST HOLE DATA DATA TEST HOLE DUG NATHAN CORWIN L.S. ON MARCH S. ON MARCH 25, 2013 PROPOSED SEPTIC SYSTEM DETAIL Bs 0' HOUSE p• TOP BURIED DARK BROWN LOAM _ O./OF EW yo P'Fl' - 4' OEEP moc (NOT TO SQkUS DARK BROYIN LOAM y~ CAT CT 'pf, NEV. FlNISR/i0 . ~~n• ecrn.v nnurnw^m murorm rrnxn_ ~ rFlNISH CMOE ._auniEU'r'n¢r mn-'x''uiea nimi: n,°, _ . . OAST IRON Crn TO GRADE 2- MIN V' eN. 20'min MIN. V' ela. 1 i0P EL 10.0' APPRWED PIPE DWI, -2- u FlICMED 1 4' I' TOP ELEV. ]0.4' PITCHED E1/W /1' 3 1 SAND J v e ' em. ma co N . ~-S. N3 Tni ~ Lit. No. 50467 CgO55MER INV. G~ INVERT U91 HERC 4 PIPE COWR EI£V. 29 mX PATE BROWN COARSE UNALITHORIZED ALTERATION ADDITION TO THIS THIS S SUR ' IS A WOIATI TION OF SECTION 7209 )209 OF THE NEW YORK STATE PALE BROWN COARSE BOND u \J EDUGTON TAW. Nathan orwin iii COPIES OF THIS SURVEY MAP NOT BEARING - THE SURVEYORS INKED SEAL Land Surveyor LAND EMBOSSED SEAL SHALL NOT BE CONSIDERED e N TO BE A VALID TRUE COPY. BDTTOT GROUND WATER V 1 E' SEPTIC TANK (1) ELLe ]1 M -0.5- a EL ' 5' CERTIFICATIONS INDICATED HEREON SHALL RUN Cn m' 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS LOCO GALLONS. - 10' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. 1 LEACHING POOLS (2) T TANK. K' MRS. 4'-3' WIDE. W-T' DEEP 19 x. CONCRETE SHV1 HAVE A MINIMUM COMPRESSIVE SINENGM OF 3,0W Mw AT PB DAIS. 1, MINIMUM LEMMING MIEM FOR A 1 TO V BEDROOM MUSE IS ]00 ~q It SIOEWALL AREA. f \j :J~ BE SAND AL RROWN TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. OgEg00 L.S. WATER IN PALE BROWN LENDING INSTITUTION USTED HEREON, AND 3. WALL THICKNESS SI BE A MINIMUM CF 3. A TOP THICKNESS OF E' AND A BOLTON THICKNESS OF 4'. p FOOLS{ 6' DEEP. 9' TEU! ALL WALLA BOTTOM AND TOP SHALL CONTAIN RDNf9RCINC N R615f AN APPLIED FORCE OF 3W pb. COARSE BOND To THE ASSIGNEES OF THE LENDING INSI- TUIION. CE Title SDIVEy9 - Subdivisions - Site Plans - Construction LOYOuf RT19CATIONS ARE NOT TRANSFERABLE, 4. N q LEADING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL JOINTS SHALL. RE SEALED 50 MAT THE TANK IS WATEREHT. EO CONES TEDOR STAB`+. TRUCTURES. 5. ME SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN All. DIRECTIONS (WIM A AUX TOLERANCE OF 11/4 3. LALLEACHING POOLS E HINGS SHVl BE OF PD DOME AND/OR S CONCRETE (OR EQUAL) ON A MINIMUM 3' THICK BED OF CONPICTED SW0 M PEA GRAVEL V, A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER HNE SHALL ME MAINTAINED. PHONE (631)727-2090 Fox (631)727-1727 E, A D. min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SMALL BE N4MNNED, 5. AN P min. DISTANCE BEPMEiN All LEACHING POOLS SELL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS E. AN B' min. DISANCE BERYFEN ALL ISACHING POOLS AND SEPTIC TANK SHALL BE "WANED. TV - 14' AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jom99port, New York 11947 SURVEY OF LOT 146 MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 SITUATE of- BAYVIEW 01ueul0~JO NMUL TJ Ia30 90 la noHwo~~aNMm j TOWN OF SOUTHOLD 1d3p 91110 SUFFOLK COUNTY, NEW YORK ON S - NOP 2S 'IN S- NOP S.C. TAX No. 1000-90-02-27 C fS pOw SCALE 1"=30' MAY 6, 2005 4""j yspp' UO(C((w4Tfk = JUNE 22, 2005 ADDED SITE PLAN OCTOBER 18, 2005 REVISED WETLAND NOTE NOVEMBER 10, 2005 REVISED SITE PLAN NOVEMBER 13, 2007 LATH OUT BUFFER LINE AUGUST 4, 2009 LATH SET FOR SITE INSPECTION JUNE 5, 2012 UPDATE DATUM & FLOOD ZONES FEBRUARY 7, 2013, 2012 REVISE HOUSE LOCATION FEBRUARY 27, 2GlC3N 0122REVISE PERAODDTEST OTICE 02/19/2013 ~ 3~ Y ~ \ \ S w4TfR MAR 26, 3 MAY 14, 2013 FOUNDATION LOCATION o~4m ,.v.i SST Wf\ 9?p» ffTJ I AREA = 25,868 sq. ft. I O v / \ / >2.~ \ S71 (USES O (TO TIE LINE) 0.594 ac. YS fS O a~Bwf~Hc / O \ TZz• % ~ / s Ocf °F t aUewF~ \ ~Y~ f1 C Nc lvgrfR) / Ilfl ~ o N TES. CIV 1. ELEVATIONS ARE REFERENCED TO N.A.V.O. 1866 DATUM EXISTING SPOT ELEVATIONS ARE SHOWN THUS: I00 EXISTING CONTOUR LINES ARE SHOWN THUS: - - -7- - - \ N 2. F FLOOD LOOD ZONE INFORMATION FROM: TAKEN INSURANCE RATE MAP P N. No. . S610 RN ZONE Apt ZONE AE: BASE FLOOD ELEVATIONS DETERMINED gMINEO ZONE X': AREAS OF 0.2X ANNUAL CHANCE ROOD; AREAS OF 16 ANNUAL CHANCE ROOD WITH AVERAGE DEPTHS OF LESS THAN 1 MOT OR WITH ORAINAOE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 16 ANNUAL CHANCE FLOOD. m TEST HOLE DATA 8 `4 3 q 40. / - _I I5 ~n 9 2 TEST HOLE DUG NATHAN CORWIN L.S. ON MARCH 25, 2013 EL e.s' o' w BROWN Lam '~/a° I II I / m s v ' BROWN SILTY I-OAM 2' I a A G~ \ \ s o PALE BROWN COARSE SAND Q II Gy I 1 P 5 4e( SUP NYS FRES EfIgNO 60UNOARY o G \ \ \ f( SUFFOLR E HWATER pW CONSULTING, IS EQUAL TO ON R E V) 'ED S~22% PASpEERMINEOSEYHI GEC p SHOWN EL -OS S EQUAL 10' 3 m ~STNE T J~ I \I I ;a RE TO NE AS SHO 6 / 4\ HOCEI \ \ F a R. MARSH ON 8/26/05 ECNO, LAST 25H ON 9/26/05 COARSE SAND BROWN N >p'43 $ I I\ NONf015.5l~ r / S 1 4JG s.6 p» / I` \I N ONrpER l~` ANCE 3`~8 'ES7 N T9)3~,. WEGC ,ae I I I I I;UFFfA7"10 14' I I ,~.5 8 8 zop PREPARED IN ACCORDANCE WITH THE MINIMUM STANWDS FOR TIRE SURVEYS AS ESIABUSHED k4 5 f 6\^ 2, Y BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK ATE LAND b CANT ~yo `°y < TaGie, eA' TIRE ASSOCIATION. ZP60FIe a l * I ~U U SP/87 ~D .5, Lie. Na. 50467 1, 11Z UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOTATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III EOUGTON TAW. COPIES OF THIS SURVEY MAP NOT SEARMO THE IAND SURAEYOR'S SEAL OR EMBOSSED SELL SHALL INOTDBE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE SGCCe99ar To: Slane TI1LL COMPANY, GOVERNMENTAL AGENCY AND Stanley J. leoksen, Jr. L.S. TENOINO INSTITUTION LISTED HEREON, AND Joseph A. Ingegn0 LS, To THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ME NOT TRINSFERABLE. Title Surveys - SUbdiwalQRe - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 146 MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 J,' C..... I;,.' f~ i AT OF HEALI n r a AT OF HEALTH SERVICES SITUATE "En "JORK, FOR BAYVIEW 1,sIDr>Ic i n.-. XT 2 5 2013 11.S R< R<,.r::,,- SLQ=1L_-oo3 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ,.m.c,:'a:dlor ca;lfrrf by :Sis Cap~iri:-r~c.;.Y: . r r,-,• T.r,:: .gd:,DD,O i S.C. TAX No. 1000-90-02-27 I~ Ua zarv:ar,ICry FOR A MAXIMUM pF, i SEPTIC SYSTEM TIE MEASUREMENTS /l (L I! f f E SCALE 1"=30' HOUSE HOUSE R~ v.D PGB~~C~tA' '{Jaltsr.!. Fli`!7efi, i'~??-+".h7~" MAY 6, 2005 CORNER 0 CORNER[B] ~Sp wAT f Office Ol t^.astewa-M1S= DE•ri, i'~?e-+".hiHl'^ JUNE 22, 2005 ADDED SITE PLAN SEPTIC TANK 39 p' 121 reatc•M1!=.,;.;gsn;~nt OCTOBER 18, 2005 REVISED WETLAND NOTE NOVEMBER 10, 2005 REVISED SITE PLAN A - ERJ E'- COVER 36' 14' NOVEMBER 13, 2007 LATH OUT BUFFER LINE LEACHING POOL 39, 27' (O.7 AUGUST 4, 2009 LATH SET FOR SITE INSPECTION JUNE 5, 2012 UPDATE DATUM & FLOOD ZONES FEBRUARY LE COVER ACHING POOL / 25' 26' 2013 2012 REVISE PER IS SCDHS HOUSE NOTICE 02/ FEBRUARY 27 19/2013 MARCH 26, 2013, 2012 ADD TESTHOLE 3 Y S 4Tf'PCJ MAY 14, 2013 FOUNDATION LOCATION r EET OCTOBER 3, 2013 FINAL SURVEY o3~y~v ~ ~~s B7 3g ?p /N ST~J AREA = 25,868 sq. ft. (TO TIE LINE) 0.594 CO. /HC iSe PLC Olk, llses von, i' o S ~f PLB F O C4NC Nx"~rv &'gT: S ? asp °IRT N•4r 11640 N/4rFH) N TES. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1969 DATUM 2 • zp~ ~ O 2 ST NO SPOT ELEVATIONS ARE SHOWN THUS: ,nD STING CONTOUR LINES ARE SHOWN THUS; 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE CE RATE E MAP No. 3 16BH ZONE ZONE AE: BASE FLOOD ELLYATIONS DETERMINED y~ o 3<u \ b\ F F 2 a~ _Ia4 `e.2. ZONE e. AREAS OF 0.25 ANNUAL CHANCE FLOOD; AREAS OF 1S ANNUAL Y c° ~3a Q BE 0 CHARGE ROOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SOUARE MILE; J G p WAiFjl U~ w LSE $i AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE ROOD. 3 m n O O .os, 1 ~ o. ~~f W / 75' O n J 40'~ v ~Q ~B `4 3 ~ tl' N Q O O s e \ \ N 1 4` 20 \ Oy Nf a THE NYS FRESHWATER WETLA 3 O I 0G~ O \ \ \ \ F A (t7 s) ON7iHEK6URVLy NMENTAL CONSULT-mO ~ IS EQUAL TO S EQUAL TO V Et J? y \ ? A \ \ RE196E0 6/22/05 PAS D TE M) JOSEPH I A. INOEG AS SHOWN SrAYf m \ \ \EJG 43 ETERMINED BY R. MARSH ON 9 LAS, 'NE AS SHOWN GEGNO, LAST 3 j /05 7SH ON 9/28/05 w N 1p.4 \ NON_Ofs s, / S 13. 4JG $p» w \ \ Not 4-,, FER 'FSr wEi[ B AT pNE )y 83),• 8 ~ 27 PREPARED IN ACCORDANCE WITH THE MINIMUM LoT y 151S4' STANDARDS FOR ME SURVEYS AS ESTABUSHED BY THE LIALS. AND APPROVED AND ADOPTED o I'4C,NT6 ~06~ .~mm .eA FOR SUCH USE BY T YORK STATE LAND TIRE ASSOCIA 1 y,0 tE OF NEW 9~~'-(AFT CGl~ i P l k\ u; 3046"I AUIND SV N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR MOTION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III n EOUGTON 09 LAW. t7 COPIES OF THIS SURVEY MAP NOT GEARING THE LAND SUR'S INKED SELL OR Land Surveyor EMBOSSED SELL SHA SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. mo m CE DTFICATONS INDICATED HEREON SP RUN ,i ONLY TO THE PERSON FOR WHOM THE 511y IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In n0 L5. LENDING INSTITUTION LISTED HEREON, AND 9a9 M T; TO THE ASSIGNEE OF THE LENDING TUTON CER ASSIGNEES F ARE NOT TRANSFERABLE. Mle Surveys - Subdivisions - Site Plans - Construction Layout . o PHONE (631)727-2090 Fax (631)727-1727 n THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1566 Main Ruad P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 TABLE R301.1 TABLE R301.5 DESIGN CRITERIA: ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) WIND NOTE. THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING BET), SUBJECT TO DAMAGE FROM STRUCTUAL MEMBERS GROU SPEED EXPOSURE SEISMIC N TER AIR ICE SHIELD SEISMIC FROST STRUGTUAL MEMBER ALLOWABLE USE LIVE LOAD ;D08IGN DESIGN EEZING USE/ LINE UNDERLATMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCU -ANci UI DEFLECTION EXTERIOR BALCONIES SO LOAD (MP41 CATAGORY CATAGORY CATAGORY sEf WEATHERING DEPTH TERMITE DECAY MP INDEX RE QUIRED HAZARDS LOAD LOAD SUCTION LOAD FICATIC OCCUPANCY HEIGHT FIRE AREA TYPE OF DECKS 40 a0 peF 170 E C RAFTERS HAVING OLOPEO GREATER THAN 3/C PASSENGER VEHICLE GARAGES 50 MODERATE BLIGHT TO FROM 1998 CLASSIC REVERE 36u TO HEAVY MODERATE II 599 YES FIRM MAPS 40 Faf 20 pef PERIMITER EDGE ZONE • 39.2 pef EDGE ZONE • 29.1 per NEW 1 y INTERIOR ZONE • 29.6 pef INTERIOR ZONE . 24.6 per BFP CLASSIFICATION CONSTRUCTION WITH NO FINISHED GEILING ATTACHED i0 RAFTERS L/ISO ATTICS WITHOUT STORAGE 10 SFP 33, IOi, FIRST FLOOR . 1775 SOFT. INTERIOR WALLS AND PARTICIANS ATTICS WITH STORAGE 70 1411W ROOMS OTHER THAN SLEEPING ROOMS 40 SECOND FLOOR . 1975 SOFT, TYPE V FLOORS AND PLAOTERED CEILINGS L1360 SLEEPING ROOMS .30 MINIMUM F TABLE 8301.6 2010 NEW YORK STATE CODE % To the beat of mg knowlledge, bellef end proFaeelonal NOTE NOTE ACTUAL FINISHED GRADE STAIRS 40 PER SQ UAr MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Judgement, these plane andior apeevicatione a e m ALL w1NDOwe ALL WINDOWS ARE MAY YARY DEPENDING ON ALL OTHER STRUCTURAL MEMBERS LAI40 GUARDRAILS AND HANDRAILS 700 'ER SQUARE FOOT OF HORIZONTAL PROJECTION The" plans have been drown In aooordanoe with compliance wlth the 2010 Energy Con" vatlon ANDERSEN D ANDERSEN DH, EXISTING GRADE CONDITIONS EXTERIOR WALLO WITH PLASTER OR 6TLI000 14360 TRIBUTARY LOADED New York Bullding State Code, 2010 Edklon a6 Conatructlon Code. DP 60 RATIN AREA IN 6011ARE FEET adminbtared by the Town of Southold. DP DO RATING PINISH FOR A HEISTRUCTURAL All non-engineered lumber to be Douglas nr #'2 or better SEE DETAIL SHEET FOR EXTERIOR WALLSaIIIND LDADO WITG ERITTLE HIGH WIND CONNECTION REQUIREMENTS FIWSHEO Lnb ROOF SLOPE O TO 201 TO OVER EXTERIOR WALLSd m LOADS WITa R FLExIBLE FINIOHEe VIaO 200 600 600 Fur oR RIEE LEe 0.31 PLAT OR R16S LESS THAN 4 INCHED PM FOOT 20 (63) 16 12 NOTES L• SPAN LENGTH, N. SPAN HEIGHT RISE 4 INCHED PB A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMER la INCHEe PER Fa RISE 4 INCHES PER FOOT 63) TO t THAN 12 INCHES PER FOOT No 16 14 12 THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE RISE la INCHES PEI DETERMINING DEFLECTION LIMITS HEREIN. RISE 12 INCHES PER FOOT AD AND GREATER 12 n 12 F WOOD FRAME CHIMNEY WIT ANT RIDGE VENT CEDAR SIDING, CONT RIDGE VE TYP. - - - ASPHALT ROOF OWING LEE 2OOF SHINGLES (Typ 17 PLUMBER CERTIFICATION - - ® 17 ON LEAD CONTENT BEFORE CERTII' IC=I I E OF OCCUPANCY SOLI L I - USED IN WATER m SUPPL ; STEM CANNOT EXCEED <i 10 OF 1 % LEAD. TOP OF PLATE-- PLUMBING' ALL PLUMBING *ASTE PLASHING, - &'i~ST t=h LINES NEED _ TYP.- TESTING L GRE COVERING 0 00 - 12 12- .I IJ 1 Cu°i -%N, 0 , )R 'J il"el ~i+ J _ _ _ AF'RpJI FLA9HING.IYP.= 9_f f9! pPL!'MI U 17 A g A I I ' (TY ) - TOP OF SUBFLOOR-- L TOP OF PLATE- 11.1 r . m a DO NOT PROCEED WITH v - FRAMING'UNTIIL SURVEY mU z ® ? OF FOUNDATIOP! LOCATION HAS BEEN APPROVED. X mQ I,I 16'O"x0'O" O.N. . TOP OF SUBFLOOR- ©ATJ14-3 n P,,0-7-u- 6_ N o a N€ l 1 9~ .imp FEE - &UlllILPING M E-AR7i~Fr 7fi`-IE902 & AM Tf, a PH €,b; L i I I I FOLI jv'ilN9 INSPECTIONS. LL ~ ifl WOOD STEPS AND RAIL 9 F6uIVOATION=TWO R€OUIHLD Lu PER CODE, TYP. FOR POURED CONCRETE q ROUGH= FRAMING, PLUMEINO, STRAPPING ELECTRICAL & CAULKING ENG FRONT ELEVATION Y, INSULATION A, FINAL =CONSTRUCTION &ELECTRICAL Op NEW YO MUST BE COMPLETE FOR 0 0, hP~~P~y T' BUr~F h-* ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW w YORK STATE, NOT RESPONSIBLE FOR w DESIGN OR CONSTRUCTION ERRORS, _ z CONT RIDGE VENT - - 12 RETAIN STORM WATER RUNOFF m2s 93 S\ol OF THE TOWN CODE. ~g PURSUANT TO CHAPTER 236 073 JEFFREY T. BUTLER, P.E. TOP OF PLATE - U 9 F4_ECTRICAL p It I C7'IC5dL 13EQUinea < 0 o ~r W > o O oz j TOP OF SUBPLOOR woj5 > p u TOP OF PLATE U ~ R o _ N o ~ TOP OF BUBFLOOR ' - 47, - ~ m PAGE: RIGHT SIDE ELEVATION lof~f i TOP OF PLATE - TO] 0 77 EP g TOP OF SUBFLOOR-- - - - m TOP OF PLATS _ 7-- c m i a -777M PEE -E - - - TOP OF 6U6FLOOR- - - - V m r' llJ r REAR ELEVATION a t~ loll x U- mQ ~l dWg OONT RIDGE VENT lu - ~ y = w ai ENGINEER 9 OF N E W YO 1Y o P~ E9 9 ..a m2ol 07 bg'S F, 'oROFE55~O~ JEFFREY T. BUTLER, P.E. TOP OF PLATE - - - U o 0 o - > o 7- _ O Q Z m TOP OF SuBFLOOfr - TOP OF PLATT` - - - - - - - - ~~aa Q 0 O LL O r c a ~ u o TOP OF BUBFLOOw - TIV oa GRADE PAGE., LEFT SIDE ELEVATION L 2ofI 4" VTR BEE DETAIL SHEET FOR WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL / j - - 1 3 ______i HIGH WIND CONNECTION RECIUIREMENTS 5-10d rr/~ FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS NAILS r i LA I-AV Lev L v (MAXIMUM MEAN ROOF HEIGHT: 36) SHOWER 3.e O n6 / SHOWER ,..5 OPENING PROTECTION BY a WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE o 0 ' SECOND FLOOR W 5t u 5::~ 7 u u 77 FASTENING SCHEDULE ON DETAIL SWEET IN THIS SET 2u 311 ~2" 2u 9i" 3.1 SHUTTER ASSEMBLY yI •r~ IIII a N.T.S. LA4 FOR PANEL SPANS: \ NAILS IT r 0 <4V WIDE SPAN r' ~ I MAIN FLOOR W I 7r 57~ 7 •W. I~ 23/32"APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD l J (OVERLAP AROUND OPENINGS 4") LJ/~I I I FAI ASSEMBLY: i ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl SIMPSON STRO1 IN STRONG-TIE 3" j #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I RIGANE TIE CIO, WOOD SCREW @ 16" O.C. I l He HURRICANE I I TO AN 4 SANITART SEPTIC SYSTEM NED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: .k'• I LGAPPROVED : SYSTEM #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 (W/ WASHERS) I Z O MACHINE BOLT @ 12" O.C. . I CAST IRON HOUSE TRAP 42 FOUNDATION VENTS (PER R,40a) I CU.FT. VENT PER 150 5a FT. OF CRAWL SPACE AREA PLUMBING RISER DIAGRAM (NTS) CRAWL SPACE AREA • IM SOFT. ~ I J 1715 SOFT./16O SQ.FT. • e.6 CI1.FT. REQUIRED USE EIGHT (10) 16"a" FOUNDATION VENTS I I, I•I ,r 5.83 CU.FT. PROVIDED II II I II I , 2' 0" 48' 10" Isj 1OI,r MULTIPLE SECTION ASSEMBLY, I 1/4" THICK BOLTS a Y OO p~ S I II I , f a 11 11 I I , , , g 23' 10" 18" DIA x MIN 48" DEEP II II I I I 11 I LINE OF DEI ABOvEj.-`. TO UNDISTURBED BOIL FRO, qq.. y . _ L-_ - q P.C. PIER WITH 6x6 CCA PROVIDE ANCHOR BOLTS AT EACH CORNER I~•'~ IJ~~ I a,r 14'' SIMP601 I IMPBGN HDU 5 (TYPICAL) • BEE DETAIL SHEETS ~~,Tt"rr2.2x10 ACQi GIRD02 POST TO DECK GIRDER. U L)1 ANCHOR PER DETAIL II II I II PRO, PROVIDE 5/B" ANCHOR 50LT0 02' O MAX, i WITHIN I' OF EACH SPLICE IN SIL,C. L PLATE 16'x8" FOUNDATION i O pU}~ i SHEET, TTP. P.C. WALL ON 16" X 6' POURED CONCRETE FOOTING, TYP. II II I 1 11 I SEE DETAIL SHIEST FOR INSTALLATION VENT, (TYP I OF 10). ; ~o Y SHUTTER ASSEMBLY I F 2x8 ACQ GER • h Q ?0' THICK X 4'0" HIGH (B'V ° MIN DEPTH) N.T.S. ° p p p e p a pie _ n. o. ue _ c• FOR PANEL SPANS: I I I 4' OR WIDER SPAN i I r I - - I l I I e S' X 16" PILASTER, I 1 ~ I` I , tl m D, i TYPICAL I I m I C , I ° I 23/32" APA SPAN-RATED 48M SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPENINGS 4") , ' n I O I I I II 'I 1 I 2x4 STRONG-BACKS • 24" OC Is, I•" u , • ° ° $ o EXCAVATED CRAWL SPACE f 4' P.C. SLAB F 0. 1 . I m I I I I ASSEMBLY. 1). PRE _ l. PREASSS SEMBLE PLYWOOD TO 2x46: • 10x3" (w/ WASHERS) GALVINIZED OR I I N STAINLESS STEEL WOOD SCREW s 12" O.G. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ~ i D~ i TI, u. c 7-11 CMU PIER ON ' 48'x24"xl7" POURED ¢ 90x3" (w/ WASHERS) GALVINIZED OR OTAINLE66 STEEL 1J' l a I CONCRETE FOOTING 0. ~ ° W x U- WOOD SCREW a 16" O.C. • i ~ (TYPICAL) I''~ O ALTERNATIVE FAOTNER FOR SHUTTER TO BUILDING, a - •10 TEE NUTS ATTACHED TO BLDG, w/ •10x1-1/2 ( W/ WASHERS) 7' 0" 7' 2" 7' 2" T 2" 9' 6" 9'6" si [Q OW MACHINE BOLT a @" O.O. - i i psi 0.~ro1 2-14 Iu° I-I--- m a - 9u' 11x" _ i N O ;I ~~~--5EAM POCKET ' T LVL ER 1 1}J LVL GR ER , d ' ;a I lU m Baokflil shall not be placed against the • GROUT SOLID „ BEAM P _KET wall until the wall has sufficient strength _ 2- 1%" x 11%, 2- 14" x IIR" ~L~,i _ 7. 1%. x Va. 7- I x 1171" i LVL. GI h i-I LYL GIRDER IU , LYL. GIRDER . LVL GIRDIER 1 y ' GROUT LID and has been anchored to the floor above, or he, been wrflclently braced to prevent damage _ • I" ate .S ,l ,1-11 blI the backf111 (Sectlon R404.1.1) ORALI- Aoea 1 9 4 YID{ m ss....El I I II CMU PIER ONI >y , 41 a l DOABLE FRAMEI 1 1 37'x74'xl7'POURED 4F o fV ?.d - LL I u CONCRETE FOOTING oa o P'a Pa ENGINEER: ' POUNDATWNWATWROORNOANDDAWMOOPWO TABLE 8402.2 RYPICALI 1 0 50 1811406.1 Cavmb and muomyfalmdWmdmgprm6lg. Rxmpcwherc MINIMUM SPECIFIED COMPRESSIVE ~ ; g aF NEW YO R i I m I 1 I 11 v I ~ ~ -]EI I ~4 I 10 I I p 1~ c I oo I v I T. at) 9 `rcnalth,Odponl:e xenloddl y ;.tR O. ,Op. 2'l m"a. i„a o.h.,11ion STRENGTH OF CONCRETE d.mplvmkdfmmthe rap of Ne feotln{b WefW.hed gale. M)anvry wW.rb)llbrv,oo[mu Wan 3/{imh(0.5 mm)poW.l mmentpugWg MINIMUM SPECIFIED 1 d ° Ir IeX, ? e u 4NEXCAVATED GARA4 'ATED GARAGE CO O. BLAB C ady~ Z .PPludbme mmaor of the wdl, The pwRWb.M1.Il be damppmofdwiW COMPRESIVE STRENGTH (F'C) o mmmW.u. cmtln{, 3 P.wd. Pu.OC..yW (1.63 kg/m2) of acrylic •`o Im Im XI r`9 4'P.C. BLAB _____Q ,vl ~mdfld ument 118-WCM1 (32 mm) mu of.Mem-holing mater complyWb wiw ASpMCggT or.ny mntddpend6eafm wetmp.oengm§884662. WEATHE'RINNG POTENTIAL O611x 1110/10 W.W.M. g I x I I a l m 1 1 POUROU6 FILL NI .Z I l a l a .P7C /ID W.W.M. )UROUE FILL Coucmm well eW] be d.mppmafedby "plying Roy ow of We Above Il.md d.mpp.ofmgmtlerml.wmy ou, of the w.msryo.5vg mermul.li.ledW TYPE OR LOCATIONS OF BEAM POCKET 4' 11 I I a ' p I H TO O.H.D. ~I TO O.H.D. o ; SFO 73493 Cy §11114o6.x tithe wtedor of bewW. CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE 1 1 GROUT SOLID 0 I I 1 0 1 A W SS §884062 Comm. of moworyfoudatou w.mrp.ofmg.Wereev whmo FOUNDATIONS AND OTHER CONCRETE NOT h tl I 1 1 1 ~ ~ u 1`I JEFFREY T. BUTLER, P.£ With "It, mbl.m.do.....on-wwooo.ditwne Aral own bcxlrt, BASEMENT WALLS, 7500 7,500 7500` O ~O Q yl I I I 1 VI a ; I • 1 extmlor fuudxtlon wdlydmtmtnin e,mt and,mlwe h.bluble m-able EXPOSED TO THE WEATHER "Oo, looted below gr & ling to wn o,,noofM wid, )mnallmo. mm pfin, I I e 4 ~I I I M1L 1 1 1 1° 1 6om the rap of W, fmtlngmmerw''.had grade. TMmmnnap.,hW BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 7$00 $500` wn.i.t.f2-plytot-moppedf11.,55poo.d(25kg).0.ofing,6-mil GARAGE FLOOR SLA56 7Wv ACO D.J ' v i I i u (0.15 ran) polyvinyl chlonde, Grail (0.15 onto poI,ffiyk. or 40.md (I mm) • 16, O.G. ' 11 1 ~ I i ' ° 1 polymer-mdNeduphdb The Joinu Wthe mmnb,mw.lull be tipped and BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2,500 3p00° / 773,000° wledwib m.dhedve umpdblt wlN me w)mrp.o6vg membr.w. OTHER YERTICLE CONCRETE WORK EXPOSED TO WEATHER _ _ 4 , Q o a v a ° v a ~ v° v a I P.%CCf?P"IYON:OrgWC.olvmlbuedproducm mob uhyd vcubmr, PORCHES, CARPORT SLAW AND STEPS EXPOSED TO THE cWOrlwma hyd,aubow, ketmv and umrr.hellnwhwdfmlCP WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°'' / 3,500 Q IWp 7itB ACO LEDGER GO Ul wLnwid,expmdcdpoly.tyremfamm.ted 1, Plulic..f gammu, anryllc co.dug.,luex...ft, monom and purging. w p,odndW FOR bb I POUND PER SQUARE INCH • 6.899 KpA. Lu ~ I bG u.d in and IcF wW.. Cold.mng wpldt m hot wphdt.IWl A. AT 26 PSI. Q U DV 06 iV E mWOrmmtyp,CdA D44% Hot..phvlt.h.Uk1PpliedmA E, SEE TABLE R301.2(I) FOR WEATHERING POTENTIAL mmpvaove.f Wu tlw 2110 d,yua C, CONCRETE IN THESE LOCATIONS THAT MAY BE 6U6JEOT TO FREEZING AND THAWING 4 G 4 4 'm BEAM POCKET ° D p i O Q z xn / • GROUT SOLID E of ~ 5 {AR406.3 DAmpp.ofing fm waod[ounddow. Weed f.mdm.ov enclo.ing DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. ImbitdrlemwWle.p)ce.l.eddhelewgr.h.lu0 be d.mpproofdW D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) R-7x10 ACO GIRDER 7-7x 7-7X10 ACO GIRDER 10 ACO GIRDER . r 7_7x10 ACG GIRDER Z i o. acrnrdvmc Wth §RR406.3.1IWOUgh §R114063A, 814ALL NOT BE LESS THAN 5 PERCENT OR MORE THAN T PERCENT. E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, a r___._..i7r-___ _r___._______ +r+i LINE OF DECK ABOVE I ~ MAINTAIN 3 "MIN w I- DEPTH TO TING i o Q O_ §RR4W.3.1 P.mljoint.Wd. Plywoodpmeljainm W d. fomdWm I Q ~ 4 m w.N.hdl be veld NR levglh wlW auundvg compaul wpWle of pmduclvg.m.N.-pood...lunder Necodi6awoftwpennuenod SHINGLE RIDGE CAP-\ RIDGE VENT 6'91, 7'6" 7'Y 7'Y e° _ DROP FOUNDAT DROP FOUNDATION .datum cuomnt )t which It w W he applid and u.d 6ELOW GARAGEI 4ELOW GARAGE FLOOR 4 m dio § le32Rdowmfdm vh.gradell d ai pplmd over ft We A below-hide paWm of IS" VIA x MIN 48" DEEP 1 - - - - - TO UNDISTURBED SOIL I 9 j R pni,n&ylyWY of exudorf.luuWtiou wdl)pllpt hc2oium Wdm EXHAUST AIR P.O. PIER WITH 6x6 OCA - N polydhylane fiW .hW d6 6 Wcitexhe. ((1152 mvm) and.ddwim SHINGLES belApp POST TO DECK GIRDER. VERIFY M.O. VERIFT M.O. ~ p &o. toton.Fite poly ne RI ll bold m be ROOF SHEATHING RTP.) .hwtbi.0dvbmform A Oeeol. Film Arcnl a god.lnno evd A .hell he pruood FELT PAPER ANCHOR PER DETAIL 1 SHEET, TYP. fromnorplywodAVUgeandexpo me by.pmevum luunvetivcly trumd wOodrWPdleched b tlw wW.vaN Inch,. )hove fi.dvh IumbermplY I uwgMe. gram ravel mdextendin8 )bd d opptwld19Nl11th,.be Hdd1dIlbngfh The on fmmning o,t thean,.mP to an NewWLL . .h Otherwvenv.ppnm pdm m bpprop fiIb 16'4" 16'4" 19' 10" tlm mchimanud hmtruedm.Y dmdued, Tlm pdYeWylemEm RAFTER I~ I .ba exmldovw W Wcbonnod of WC woodfuming p1)mbut.holl not FOM overly. m...d W W the grovel ormuted.Wne footing. FOUNDATION PLAN 210, 5'2" 23' 10" 19, 10,1 §RR406.33 Pomur fin, Tne.paccbmwmn 0e uuvalion end We md.dm will ehdl be bmNiOdwim the.me.wmMl uedflr SMOKE fo SMOKE DETECTOR 50' 101, fmtlogn,opW.hwgbioflfmt(305von)ebov,Wefmd gfmwdl- INTERC drdneOpm, 0 ghW me be comvertd with rood wi height .trlpo for of 3poorlyQpmM(13b (13. INTERCONNECT PER CODE - dm.. T Tie pomm fdl.h RIDGE BEAM @ ONE kg).tphdtpepuor Grad(0.15mm)pdydhymmmpetmitwamre„Page RIDGE PENT OET§4IL 9 CAR50N MONOXIDE DETECTOR PAGE: wh6e rvoldmg Wfilv.han d'fine ran.. ONE P ONE PER FLOOR §111,406.3.411.IWR. Th..m.iodmof the....vmd.m. vbW bC bukfilled with ft.. type of w0 u wu rcmovd ddng tht i r~ 3 of I .01t on. ,r §RR314 §111.315 §RR407 STAIRWAYS HANDRAILS COLUMNS §RR3141 Width. Stairways shall not be less than 36 inches (914 mm) in §RR315.1 Handrails. Handrails having minimum and maxim= heights of 34 §RR407.1 Wood column protection. Wood columns shall be proteck oe shall be protected against clear width at all points above the permitted handrail height and below the inches and 38 inches (864 mm and 965 mm), respectively, measured vertically decay as met forth in §RR323. required headroom height. Handrails shall not project more data 4.5 inches from the nosing of the treads, shall he provided on at least one side of (114 mm) on either side of the stairway and the minimum clear width of the stairways. All required bandnih shag be continuous the fug length of §RR407.2 Steel column protection. All surfaces (inside and outside) aside and outado) of stairway at and below the handrail height, including treads and landings, the mtstra with two or mom risers from a point directly above the top steel columns shall be given a shop coat of mat-idtibitive paint, me Wbitive paint, except coatings to provide I shall not be Dess than 31.5 inches (787 mm) whore a handrail's installed riser of a flight to a point directly above the lowest riser of the flight. for corrosion-resistant steel and steel treated with coatings to provide on one side and 27 inches (698 mare) where handrail s am provided on both Ends shag be returned or shall terminate in newel posts or safety corrosion resistance. sides, terminals. Handrail, adjacent to a wag shall have a space of not lees than 1.5 inches (38 mm) between the wall and the handrail. §RR407.3 Structural requirements. The columns shall be restrained b hall be restrained to Exception: The width of spiral stairways shall be in accordance with prevent lateral displacement at the bottom end. Wood eolumas shag §RR314.5. §RR315.2 Headrail grip size. Ali required handrails shall be of one of less in nominal size than 4 inches by 4 inches (102 mm by 102 mm) rood columns shall not be t nun by 102 mm) and steel the following "a in provide equivalent gra,pability, column, shall not be less than 3-inch-diameter (76 mm) standard pip i mm) standard pipe or §RR314.2 Treads and risers. The maximum riser height shall be 8-1/4 inches equivalent. (209 mm) and the minimum tread depth shall be 9 inches (229 mm). The riser Typo I. Handrails with a cimuler crow section shall have an outside height shall be measured vertically between leading edges of the adjacent diameter of at least 1.114 inches (32 mm) arid not greater than 2 hlehes EXCEPTION: In Seismic Design Categories A, B and C columns n B and C columns no more than [made. The mad depth shag be measured horizontally between the vertical (51 mm). If the handrail is not circular it shall have a perimeter 48 inches (1219 mm) in height on a pier or footing are exempt from tg are exempt from the planes of the foremost projection of adjacent treads and at a right angle to dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches bottom end lateral displacement requirement within underfloor area bin underfloor areas the bead's leading edge. The walking surface of treads and landings of a (160 mm) with a maximum aroma section dkeendon of 2.1/4 inches (57 mm). enclosed by a continuous foundation. stairway shall be sloped no weeper than one unit vertical in 48 odes horizontal (2-percent slope). The greatest rimer height within any flight Type B. Handrails with a perimeter getter than 6-1/4 inches (160 mm) of stain shag not exceed the smallest by more than 31e inch (9.5 mm). shall provide a graspable finger mass aura on both sides of the The greatest tread depth within any flight of stain shag not exceed the profile. The finger recess shag begin within a distance of 3/4 inch smallest by mum data 3/9 inch (9.5 mm). (19 mm) measured vertically from the tallest portion of the profde and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch below the §RR314.2.1 Profile. The radius of curvature at the leading edge of the widest portion of the profile, This required depth shall continue for at tread shall be no greater than 9116 inch (14.3 mm). A nosing not less than least 3/8 inch (10 mm) m a level that is not less than 1.3/4 inches SHINGLE RIDGE DAP RIDGE VENT 3/4 inch (19.1 mm) but not more than 1-1/4 inches (32 mm) shall he (45 min) below the tallest portion of the profile. The minimum width of provided on stairways with solid risers. The greatest nosing projection the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum z shag not exceed the smallest nosing projection by mine than 318 inch of 2-314 inches (70 mor). Edges shall have a minimum radius of 0.01 inch 0 (9,5 mm) between two stories, including the nosing at the level of floon (0.25 mm). ~-IXHAUST AIR and landings. Beveling of nosing shall act exceed t@ inch (12.7 mm). bHINGLF9 ROOF SHEATHING ftTPJ Risen shall be vertical or sloped from the underside of the leading edge FELT PAPER of the tread above at an angle not more than 30 degrees from the §RR316 vertical. Open risers are permitted, provided that the opening between GUARDS treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. §RR316.1 Guards required. Patches, balconies or raised floor surfaces EXCEPTIONS: located more than 30 inches (762 mm) above the floor or grade below shall RAFTER have guards not less than 36 inches(914 mm) in height. Open aides of 1. A nosing is not required where the tread depth is a minimum of 11 stairs with a total rise of more than 30 aches (762 arm) above the floor or inches (279 mm), grade below shag have guards not less than 34 inches (864 mm) in herghtmeaesad vertically from the nosing of the treads. 2. The opening between adjacent treads is not limited on emirs with 48' 10" a total rise of 30 inches (762 mm) or less. §RR316.2 Guard opening limitations. Required guards on open e §RR314.3 Headroom, The minimum headroom in all zee of the stairway side, ofsauways, raised floor seas, balconies and porches shag have RIDGE BEAM P y Intermediate rails or omamenal claims that do not allow shall not be less than 6 feet, 8 inches (2032 mm) measured vertically from passage of asphom 4 inches (102 mm) or mom in diameter. 2' 0" 10' 0" 16' 10" 13'6" 8' 6" the sloped plane adjoining the trcod nosing or from the floor surface of the landing or platform. EXCEPTION: The triangular openings formed by the riser, tread RIDGE VENT D 1/3=NT DETAIL and bottom rail of a guard at the open Bide of a stairway am §RR314.4 Winders. Windom am permitted, provided that the width of the permitted to be of such a du flat a sphom 6 inches (152 mm) cannot pas PLATFORM, ST 19-5 AND (~I m tread at a point not mom than 12 inches (305 mm) from the side where the through. RAIL PER ODE toads are narrower is ant less than 10 inches (254 mm) and the minimum width of any trend is not lose than 6 inches (152 mm). The continuous 6 6 LINE OF 5ALCONY ASO BALCONY ABOVE handrail required by §RR315.1 shall be located on Me side whom the tread is nanewer§RR310.1.1 Minimum opening son. AB emergency escape and raw= i i i openings shall have a minimum net elms opening of 5.7 square feet (0.530 5/1" X 5" CKING i i §RR314.5 Spiral stairs. Spiral stairways are permitted for interior sae m2). O ' i as a component of the means of egress from a habitable room, a basement or EXCEPTION: Grade floor openings shag have a minimum net clew an attic, provided the minimum tread width shall be 26 inches (660 mm) with i each tread having a 7-112-inch (190 into) minimum tread depth at 12 inches opening of 5 square feet (0.465 m2), TW3052-3 FW060611 C235 (305 mm) from the narrow edge. All treads shall be identical, and the rise 2-1 rl/4' X II VB" l L HDR. 2-2x10 HDR. 2-20 V m shag be no mom than 9-1/2 inches (241 mm). A minimum headroom of 6 feet, §RR310.1.2 Minimum opening height. The minimum net clear openbdg height 6 inches (1982 mm) shall be provided. A spiral stair is rot permitted to shall be 24 inches (610 mm), x-xxlo NDR. O be the only means of egress from a story of a building. _ Ct N S J I O ~ 4YANQ* r' y §RR310.1.3 Minimum opening width. The minimum net clew opening width `v _ 19 10'+ 6^ 27' 10" u u G LU aRR314,6 Circular stairways. Circular stairways shag have a tread depth shall be 20 inches (508 tom). m a in a point not mom than 12 inches (305 mm) from the side where the treads we narrower of not less than 11 inches (279 mm) and the minimum depth of hall be operational Operational a operadcnal fro t Emergency escape and rescue o ;a N ~0 BREAKFAST a o ~UV - rc0 soy head shall not be lees than 6 inches (152 arm). Tread depth at any openings shoal from the inside of the roam without tiro use KITCHEN m - X walking line, measured a consistent distance from a ride of the stairway, of keys or tole. n GREAT ROOM 33 I X9'0" cLG. HGT. KITGI 11 9'0" OLG, HOT. e^ D ry 9'O' CLG O n 9'D' OLG. HGT. ~O z LL shalt be uniform ate specified in §RR314.2. G' 3 s F ~t)nu 3m N ~p O §RR314.7 Illumination. All stabs oball be provided with Illumination in PREPAp, ZENO CCE I I N J WD. IN WI}H BIIRNIN NINO FIREPLACE RGiD N ry Z ymy - m accordance with §RR303.4. O W ID b' NEARTI PER KTA E 1111a V1 to O Z N Q §RR314.8 Under stair protection. Enclosed accessible space under stairs PROVIDE PRCbH AIR INTAKE Q O Ir N U AND LA68 PER pppRa 9i cope vm I ~ f~ U i 11.1 W shall have walls, under stair surface and any soffits protected on the vpilFl' SIZE I Q ~ 0 J Q3i i Q aO enclosed side with 1/24ach (12.7 mm) gypsum baud. ry I LLW d I W a xqJ~ ~a 0 REF ~ 'a §RR314.9 Bulkhead enclosure stairways. Stairways arcing bulkhead enclosures not pan of the required building egress and providing access N1 ' a LL I N PROVIDE REMOVABLE I Q d I BEARING WALL P-3; from the outside grade level to the basement shall be exempt from the O I 2-2x10 HD AHD 4RING WALL 2-2XIO MDR. UTILITY requirements of §RR312, §RR314 and IRR315 when the maxim= height HATCH FOR CRAWL 5' 0" from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosue with hinged doom. SPACE ACCESS P'ANTR'N ~,r F MUD/ LU j o F O Gwe ON WALLS _ 6~ _5 INSULATE TAIRWELL R-15 L LAUNDR IDE FRE E. - A N a ^ O O 2-2xe HDR, 2- 10 DR BEARING WALL C1 OI ' 0' 2'0" 2' 8" 3'7" 8'9" 4' 10" 3' a 3' 4' ENG R: NOTE: IN TERMS OF UPLR>f CALCULATIONS, THIS IS A THREE STORY BUILDING (ROOF PITCH (V I o NEW GREATER THAN 7 PITCH) 2-8- ^A "EILMG Pii O~ T T, B r YI~E - _ W gq 0 :O sl al4' x II ve_F INSULATE R-15 BEARING WALL q QP ~~9 g F ~ L:O: FLOOp :aedv¢ I I ~ - `ao p to STEPS AND 2"0" °D * r li w Z • LL EN TO ABOVE 6TE dd RAIL N 3 u l S RAIL PER CODE r _ ~`)1) m a o1 Ij LIVING ROOM ,Q, ou SO" HAN AI P O E FLOOR ABOVE I',p - - - - Fs o Fo N m2so 073 03 P~2 R sx W3/4541 T/e" LVL 0 1n - 12( 'Y ' 'E y t _i6 R.R.. w. O.L. FLUSH FOYER 24 C.J.. IeOA. r20" LL y. JEFFREY T. BUTLER, P.E. 2 CAR GARAGE 9 c 0 9b" oLG. H.T I'^ 2 CAR f H P 6/e' F.L.G ve' F.c. uis oN waua are ceanw PeR cwe ~ zv ~NO CeILe o Y 5' 2" 5' ]0" 15' 0" 4-2X4 POST w TO FND_ sq_' x b" M_LWo-3u'e V ~ a X u"n.l_ wn3u' a Puree weer L m z p LNE Of FOOR~BOE - j TO O a T R Q PCs X4 ~ d j TO FND. N T) O ul LU x U N 10 HD 2-I 3/4" x II T/B" LVL HDR. I °LZ~IZIO'HOR' ~ O O T W3052.3 ~ ~ az m o VERED PORCH uNe /B/4"x6" ACO CKING O ~a LU 14 / Y%10 R.R. 16" z ~3 i N O O } F }2X8 HD 4 3-2x8 HDR. q A 6TEP6, R IL TO 2XIO C.J. 2XIO C.J. 2.91 I GRADE P CODE " HB 4 G TAPERM Q PORCH POSTS, TY 19 2" 19 2"' e d) 2X6 WALL 3-1 3/ 'X22" M.L. Wd X 22" M.L.IW/2-3/40 STEEL PLATES , 16'0"x8'0" L IS'O"xB'O" O.H.D. Q O a Q yµ q FIRST FLOOR PLAN 5171, 10, 91, 711611 9111" 9' 11" LIVING AREA • 1,215 9Q,FT, 19,101, PAGE: GARAGE AREA • 440 SQ.FT, 5'2" 23'10" 19,101, COVERED PORCH AREA • 195 SQ,FT. SMOKE DETECTOR INTERCONNECT PER CODE 48' 10" e CARBON MONOXIDE DETECTOR 4 of I ONE PER FLOOR c , TtQ RIDGE 2xIO RAFTERS 1/2' COX SHEATHING BEE DETAIL SHEET FOR IBS FELT HIGH WIND CONNECTION BEE DETAIL SHEET FOR ASPHALT ROOF SHINGLES CONT RIDGE VENT REC~UIREMENTS HIGH WIND CONNECTION REQUIREMENTS ROOF VENTILATION 1,300 OF THE INSULATED CEILING AREA UNIFORMLY DISTRIBUTED 12 SAVE PROTECTION TO EXTEND FROM THE g~ OPENING PROTECTION 6T EDGE OF THE ROOF, 36 ui- THE SLOPE WOOD STRUCTURAL PANELS PERSUANT TO 16031.4, SEE BUT NOT LEM THAN 12" BEYOND 2X4 C.T, a " O.C. 61mpBOn Strong-TI& 8tron~-Tle FA6TENING SCHEDULE ON THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION LSSU26 LBBU2B DETAIL SHEET IN THIS SET ATTIC R-30 INSULATION In' GWB - " _ -TOR OF PLATE IXS FASCIA, WRAP I~ 1'0" OVERHANG CONT VENT SOFFIT MNYL1 - 1/2° GWB 2x4 STUDS ROOM 02 CLO. BEDROOM 04 0 R-I6 INSULATION 1/2" 065 SHEATHING - TYVEK HOUSEWRAP VINYL 61DING w z 12 0 -m 3/4" TIG BUBFLOOR II M" TJI 230 CANT F J. UU UL - _ - _ -TOP OF BUBPLOOR IR" GWB - _ _ _ --TOP OF PLATE SEE DETAIL SHEET ` FOR CONNECTION REQUIREMENTS INCLUDING CONNECTOR AND NAILING 11 BREAKFAST LIVING ROOM _ COVERED 0 a PORCH m 0 II P _ ~ II 3/4" TIG 61.15FLOOR -TOP OF BUBFLOOR R-30 INSULATION - - 3 q --j.--TOP OF FOUNDATION 0 1 48' 10" III0 PITCH GRADE AWAY CRAWL SPACE 2 - IM" x LVL GIRDER ER a m Z FROM FOUNDATION cs o,a o,'. x y Jfi~fm p^p Y'DI,1aMINb' WIL -2x6 AGO BILL " P.G. SLAB - F urPIM WIN 6 eDII. 2 2 D • IL 3' 1054" 16' Il" 9' MY. 6.0. 6. 6'9" 3' 6" P PIER Wt CCU O S/B" ANCHOR x •sw ro SILL SEAL ' • a ° c 4NeNOR FM DaDer4D~IL~- m - COPPER TERMITE SHIELD ° 4'0- eueST, rrP. 2MA6ILQuil- -iOP OF FOOTING B° CONC, FOUNDATION !3000 PSI! WOOD AILS S"x16" CONO, FTG. lb BAL ONY PER rO ,TYP. IL ONY V m DAMPROOF BELOW GRADE SEE DETAIL SHEET FOR c h B/ " X 6' OKI 16 DECKING !1 ANCHOR BOLT SPACING SECTION AAA TW3046-2 / TW3046-2 TW3046 FWG 60611 UG 60611 TW3046 1/- r N 2-2x10 HDR BHOWER/ 2-2X10 HDR 2-2x1 HDR 2-2XIO HM 7x10 HDR 7-7x10 14C Q 0- -r. TUB m 11. 1.. 11' t" 5-0" IX cq O' 3 J x% za BEDROOM •3 BEDROOM •2 ® c 0~ 0'0" OLG. HOT. B'O° OLG, HGT. c pU O ~m 0 BATH MASTER BEDROOM >M m 8.1 • B'O4G G. > • • B'O" OLG. HGT. F du eF. 2n ® o_ m o a N O LU 6'31.\ 4' 10" 3-0" ° 1 B" 4-10" 6'3"' m (Y- ~ _ _ L. LL J r C.LO.. r CLO. Y - ENGIN OF NEW Y Q,~~ Ev T' BUp 0'p 3 O lI , b to BEARING WALL 1-2xlf RING WALL 1-1xIO HOR pyO~S pp e Y~ \ N 2 2-6"' 9 k~ 6 ® + 0o I w ~(1 m 9 ~4 RAIL PER ODE 4 0~~ P-7x10 H -7.10 HDR B a F • Fn I BEARING WIALL p g F 7-7x10 I~R 2- 6" 2'4" Q a ii CLO. cul . m 3 / OPEN VENT ~ 2mFp 734 3 Ff A i TO 5'V iV 3'30" 5. 3" TERI O $ P1A $ MASTER aq FESSI AM i BELOW O 3' 4' B. BATH Tue JEFFREY B R, P.E. BEDROOM •4 4-01"' Pwov rye e d o % Bb" OLG. HGT. al BO C G. GT. PANT NDB2---+ BO C woul ac. w o " V ~ 'm (LAI (LAY VER) S'2' 0 cc 3/4 X 11 1/8" M.L. UPSET HDR. 3- 3/4" X II 1/B" M.L. PBET HDR BEARING WALL W w.c. w o ° • W.G. B J ~ Ib" B G.J.. 6" O.G, iI 4Z m F4 TW3036 7_1 4" X II Al" L HDR. W~O> oa ~~am 8 ~ ~ m 1 TW3046-3 I a e a ~ ~ o SECON ?ECOND FLOOR PLAN 5'7" 2' l l" T 10" 7-10" LIVING AREA . VING AREA . 1,325 8Q.1'T. -r Cbn SMOKE DETE SMOKE DETECTOR Xla 5' 2" 8'6" 1S' a" 19' s' 19'6" PAGE: INTERCONNE INTERCONNECT PER CODE e CARBON MC CARBON MONOXIDE DETECTOR ONE PER FL ONE PER FLOOR 5 of FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6- O.C. TRUSS OR CEILING JOIST 2-IOd NAILS • I GABLE END TRUSS ~ a u ~ LL m 0 11 I I II II II u II Q II lL ~ 10." NAILS EE14/3 BUT NEED NOT H EXWa SL CEE EXCEED 40 FT. MAX. 6d COOLER NAILS AT 10" O.C. 2`x4` BLOCK NAILED TO EACH H/2 BUT NEED NOT EXCEED 15 F(. MAX. BRACE WITH 4.10d NAILS GYPSUM BOARD- 5d COOLER NAILS AT T' O.C. 20 G 20 GAUGE STRAP % % 10-5, m 10-ed NAILS ` FOUNDATION CLEARANCE FROM SLOPES FIGURE R403.1.1.1 ENDWALL STUDS L~ ENDWALLJOIST GABLE ENDW< PNDUJALL BRACING A A (WFCM FIGL iM FIGURE 3.14) BLOCKING m BLOCKING EXTERIOR OR BEARING WALL SECTION A-A TOP PLATED STUD FLOOR BRACING At END BAYS NOTCH GREATER THAN 50% OF THE PLATE WIDTH (WFCM FIGURE 3.(ob) ~ r BORED HOLE MAX 16d NAIL AT 24" O.C. O.C. GYPSUM BOARD DIAMETER 60% U OF STUD DEPTH 16 GAGE (0. METAL TIE A MI6 GAGE (0.054") AND 1.6" WIDE METAL TIE ACROSS AND TO EACH wall MIN. TO EDGE SIDE OF THE SIDE OF THE NOTCH WITH 6-16d (L NAILS EACH SIDE 5/8" MIN. TO EDGE NAILS EACH UJ a WOOD STRUCTURAL PANEL = LL O NOTCH MUST NOT EXCEED TOP PLATES ad NAIL AT 6" O.C. INSTALLED IN ACCORDANCE r - c. WITH NAILING SCHEDULE I}y~ c0 (a 40% OF STUD DEPTH ad NAIL AT 4" O.O. (ALL PANEL EDGES) 'E8) (TABLE 34 WCFM HIGH WIND EDITION) a = r r Sd NAIL AT 12' O.C. ON ALL lu N FRAMING MEMBERS NOT AT V PIPE PANEL EDGES rann O ~p 12" MAX. BORED HOLES SHALL NOT (a) OUTSIDE (a) OUTSIDE CORNER DETAIL u1 X BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NAILS BASED ON A SWEAR WALL REQUIREMENTS (Q Z NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODAT! IODATE PIPING ad NAIL AT 6" O.C. C GYPSUM BOARD O IA" PANEL EDGE6) ES) LLI 0 ILL NOTCHING AND BORED HOLE LIMITATIONS DIDI CEILING CENTER 2x BLOCKING APHRAGM REQUIRED ON SHEATHING JOINT LL 16/32 WOOD STRUCTURAL PANELS FOR INTERIOR NON51EARING WALLS ON GABLE FACE AND ON WALL BELOW WOOD STRUCTURAL PANEL I BASED ON SHEARWALL REQUIREMENTS Ibd NAIL AT 24" O.C. INSTALLED IN ACCORDANCE ~•C• WITH NAILING SCHEDULE (WFCM 2001 SBC HIGH WIND EDITION) (TABLE 3.1, WCFM HIGH WIND EDITION) ~QF NE yO RAFTERS AND CEILING JOISTS OR APPROVED CEILING GABLE ENDWALL, BALLOON FRAMING 'ROVED Sd NAIL AT S" O.C. ON ALL 0y Lp! '9,~ FRAMING MEMBERS AT PANEL v~ F.p ROOF TRUSS EDGES AND 12" O.C. ON ALL PREFERRED METHOD FRAMING MEMBERS NOT AT '(~1 w PANEL EDGES,+ w TOP PLATE SECOND STORY IRr TOP PLATE- (b) INSIDE I (b) INSIDE CORNER DETAIL 2~ 2 SEE DRILLING AND Op 0734 9 P~ NOTCHING PROVISIONS JOIST IS PE! BE CUT OR JOIST IS PERMITTED TO EXTERIOR GC BE CUT OR NOTCHED IOR CORNER FRAMING BETWEEN THESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E. TOP PLATES FLOOR JOISST- BETWEEN TH SEE DRILLING AND BOTTOM PLATE SEE W?NG MIG AND NOTCHING R'ROVISIONS `G/ \y NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 u WFCM BECTIION 9.3.1.1.1\ 1...!-22 SPAIN 1/3 SPAN 3 SPA JOIST ENDS TO BE WALL Z ° STUD DT s BLOCKED AGAINST WALL ROTATION IN ACCORDANCE ROOF FRAMIN DOUBLE TOP PLATE 4° WALL )L Q WITH WFCM 3.3.1.3-END RESTRAINT FOR BLOCKII FOR BLOCKING AND 3.3.1.4 BRIDGING BORED HOLE MAX TOP PLATE BAND JOISIT AND BRIDGID AND BRIDGING SEE WFCM SECTION 3.3 DIAMETER 40% OR BLOC<NG BEE WFCM Sr OF STUD DEPTH BEARING AIRING F-cR PLE 6 De TUD TO RAFTER CONNECTION 21" CLEARANCE O QZ 5/8" MIN. TO EDGE WALL ALL I OR FLOOR TO FLOOR CONNECTION HEADER DEPENDING ON CONDITION, SEE 20 m 4 "ON IL vz IN ew~Na W I- } 6/e" MIN. TO EDGE LAP JOIST 3 /LAP JOIST 3 IN, MIN. HEADER TO STUDS DETAILS ON SHEET T OF T THIS SET BOTTOM'PLATE LAVATORIES VATORIES 0 i JOIST NOTCH MUST NOT EXCEED BAND CKI WATER SHOWER 25% OF STUD DEPTH OR BLOCKING NOTCHES SHALL NOT BE JOIST FULL LENGTH HEADER STUDS WALL STUDS CLOSET 8 LOCATED IN MIDDLE ONE-THIRD BILL PLATE 15" WALL OR BIDET s" U Y S WALL OF STUD LENGTH CRAWL SPACE NOTE: N IF HOLE 18 BETWEEN 40x AND 60x OR BASEMENT SUBFLOC BUBFLOOR ' UPLIFT CONNECTION 118 REQUIRED o . BORED HOLES SHALL NoT OF STUD DEPTH, THEN STUD MUST BE FOUNDATION _ _ AT EACH END OF HEADER AND y AT BOTTOM OF HEADIER STUDS IN AM DOUBLE AND NO MORE THAN TWO BE SUCCESSIVE STUDS ARE DOUBLED N! i UPLI4 i ADDITION TO CONNECTORS AT CROSS LOCATED IN SECTION THE S 6 E 5 CQ~NEC'~O WALL STUDS AND AT 'TOP AND Q ~ NOTCH IN STUD AND SO BORED R~pU Ri~Q i DOTTOM OF CRIPPLIES 21" CLEARANCE 21" CLEARANCE u d IIATE TUD TO PLATE TUB NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BEARING WALL WALL /FOUNDATION HEADER TO STUDS: USE LSTA IS W/14 IOd NAILS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND R PLATFJFOUNDATION: STUD TO L ROOF FRAMING OPENINGSLEOS THAN S FEET), USE DSP W/S IOd NAILS IN STUD AND 4 IOd NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET): ADD PwDS AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET T WATER CLOSETS FAGS. (WFCM 2001 SBC HIGH WIND EDITION) TYPICAL FRAMING AND UPLIFT FIGURI FIGURE 8301.2 ~p of I CONNECTIONS FOR OPENINGS MINIMUM FIXTU' I FIXTURE CLEARANCES (TABLE 3,10 WFCM HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 120 MILE PER HOUR ZONE - NAILING SCHEDULE 2. 1.31) !TABLE 3.1, WFCM NIGH WIND EDITION) The design of this structure Is based upon the prescriptive approach usl Wood Frame Construction Manual, High Wind Edition (WFCM) publish Iptlve approach using the GENERAL NOTES: (110 MPH 3-SECOND GUST • SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2,113ll 1 (WFCM) published by The American Forest 1. All work shall be performed In accordance with all state, STRUCTURAL SHEATHING MAXIMUM NAIL SPACING . and Paper Association. (2001) municipal, local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING AGING rk State Residential Code-2010 Edition having jurisdiction and best standards of construction (SEE NOTE U (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Non-structural ae are based upon The New York State Residen) For the Climatic c and nd Geographical to be Douglas #2 Criteria, seta Table 8301.2(t1) All non-engineered lumber mbar to be Douglas Fir #2 or ar better ss Table R301.2(1) on cover sheet. practice. (SEE NOTE 3) ! NCHES, O.C.) her The American Institute of Arohlfects Conditions shall apply E 6 ROOF FRAMING Wind Limitations-Sectlon 8301.2.1 to all work performed on this project. 4' PERIMETER EDGE ZONE 16 . 4-Bd PER RAFTER Design CrllerlaSectlon R301.2.1A (See Table R301.2.1.2 for Wind-Ba 2.1.2 for Wind-Boma Debris Protection 2. The Contractor shall vedry, all conditions at the site. Any F 6 discrepancies must be brought to the attention of the Engineer RAFTER TO TOP PLATE (TOE-NAILED) Fastening Schedule For Wood Structural Panels) Dead Load-Section prior to commencement of construction. The Contractor shall he INTERIOR ZONE 16 E 6 JOIST TO TOP PLATE (TOE-NAILED) 4-ad PER JOIST Live Load-Section ectionctlon R301A 8301.5 responsible for corrections not reported once he has started work except for hidden job condklons. F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL PD) 9-16d EACH LAP Minimum Room Light and oom AreSectl tlon-Sectlon tlo n R304 303 3, Contractor shall guarantee to the Owner that all materials and E 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) B11611 EACH LAP Coning Height-Sectlon R305 equipment Incorporated In the work will be new, and that all work GABLE ENDWALL RAKE AND RAKE TRUSS will be of good quality, free from faults and defects for a period p 4 Sanitation-Section R306 of one year from the date of the final Carthlosts of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) 6-0d PER THE Toilet Beth and Shower Spaces-Beckon R307 GlazingSectlon R308 4. The Engineer shall not be responsible for the construction means, r • NAIL SPACING AT PANEL EDGES (IN.) BLOCKING TO RAFTER (TOE-NAILED) 2-6ct EACH END Garages and Carports-Section R309 Emergency Escape and Rescue Openinga-Secton R310 methods, techniques, sequences or procedures, or for the safety F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 310 precautions and programs In connectlon with the work, and he RIM BOARD TO RAFTER (END-NAILED) 2-164 EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ON EACH e WALT- FRAMING Stairways-Section R311.5 the work In accordance with the construction documents. The SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Engineer shall not be responsible for the who or omissions by L 6E UND. Handrail"emon R311.5.6 the contractor. No changes shall be made In the documents Slmpoon Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d (SEE NOTE U PER FOOT Guards-Seaton R312 Smoke Alarms-Section R313 and/or 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING consent the the of the build] ng as Engineer. designed without the expressed written MEMBERS WITH G30AS. FOR FRAMING MEMBERS WITH OAAGZOAS, THE NAIL SPACINGS SHALL BE consent MIND .o MTS30C OR C816 1141, TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4.16d JOINTS - EACH BIDE Foam Plastic-Section R314 Flame Spread and Smoke-Section R315 5. The contractor and all subcontractors shell maintain continuous REDUCED TO 6 INCHES O.C. o~ COILED STRAP STUD TO STUD (FACE-NAILED) 2.16d 24" O.C. Insulatlon-Section R316 Insurance coverage Including statutory policies (Worker AT EACH ROOF RAFTER Dwelling Unit Separation-Section R317 Compensation, etc.) and general liability in an mount not 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUES FRAMING less that $5 million and automobile liability and damage MEMBERS WITH G)O.4S. FOR FRAMING MEMBERS WITH 0,42CG(O.4S, THE NAIL SPACINGS SHALL BE MIND USE 8-16d NAILS AT HEADER TO HEADER (FACE-NAILED) fact 16" O.C. ALONG EDGES Moisture Vapor RetardersSectlon R318 coverage not less than $2 million. The Engineer shall be REDUCED TO 4 INCHES O.G. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2.16d PER 2x4 STUD Protection Against Decay-Section R319 Protection Against Termites-Section R320 a named Insured on any and all policies. 0 3-1641 PER 2x6 STUD Site Address-Sectlon R321 AccesslhilitySection R322 6. Provide copper terse shields over fibrous 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING Insulation at all perimeter sills. 4-16d PER 2xa STUD Elevators and Platform Lifts R323 7. All wood In contact with concrete or masonry to be Wolmanlzed MEMBERS WITH 070,4S. FOR FRAMING MEMBERS WITH OARGZ0.4% THE NAIL SPACINGS SHALL BE 'MING STUD TO ROOF RAFTER Flood Resistant Construction-Section R324 or pressure creosoted. REDUCED TO 3 INCHES O.C, 8. A single station smoke detector alarm device shall be Installed Simpson Strong-Tie CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJ018T, ENDJOIBT OR BLOCKING (FACE-NAILED) 2-Ibd (BEE NOTE I,2) PER FOOT F base r4 in each bedroom, on all floors and shall be all interconnected per code. FLOOR FRAMING Design eelgn based d upon upon presumptive load bearing values of sandy gravel ar of sandy gravel and/or gravel at 3000 pounds 9. All bathrooms without operable windows to be mechanically ventilated 0616 114"COILED STRAP - JOIST TO BILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-" PER JOIST or test t holee, , for or. Contend alternative footing na Engineer different coil meterlalr per or t haland d foundation wall design. erent soil materials are found upon excavation, as per New York State Code. I6" O,C, USE 4-8d NAILS I design. 10. Heating to be designed to provlde 70 degrees F. with outdoor AT EACH STUD, WRAP designed air-temperature of 0 degrees F. and 15 MPH wind. BRIDGING TO JOIST ROE-NAILED) 2-Sd EACH END Foundation Notes: 11. All electrical work to be In accordance to the rules and UNDER SILL PLATE BLOCKING TO JOIST (TOE-NAILED) 2-6d EACH END 5/8" Anchor Baits (SSTB 28) Sea charton this sheet for epaoing 8" poured concrete foundation wall, 8'0" high, 3000# test for spacing regulations of the N.Y.B.F.U. and a N.Y.B.F.U. certificate Is MIN OVERLAP 1$ 12" test to be presented to the Owner at the completion of the job. NOTE: BLOCKING TO 61" OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK Minimum depth-Sectlon 403.1.4, 48" minimum coverage to top offooflni tge to top of footing 12. Plumbing Installation to comply with State and Local codes 00 STRAPS MAY BE 18' x 8' poured concrete wall footings, 30000 test and the sewage disposal system to meet Health Department standards. , PLACED EITHER s 'ower Beam) 13. DO not scale drawings. Use figure dimensions only. 00 UNDER OR OVER o m LEDGER STRIP TO BEAM (FACE-NAILED) 3-1641 EACH JOIST 2-1 %"x 11 71W Microlam Girder (or 3 W x 117/8" Power Beam) I vapor barrier 14. Al work to conform to the rules and regulations of the New York 00 )0107 ON LEDGER 70 BEAM /TOE-NAILED) 3-Bd PER JOIST 4' poured concrete floor slab with 6x6x#10 mesh end vapor barrier Damp proofing at exterior foundation below grade-Section R406 clan R406 Energy Conservation Conatructlon Code. All glazed area to be double , , SHEATHING BAND JOIST TO JOIST (END-NAILED) 3-Ibd PER JOIST 30" x 30" x 12" deep poured concrete column footings, 3000# test Deck and porch footings as noted, 3000# test, 48" minimum buried dept s, 3000# teat glazed and all exterior doors to have Insulated cores. , . 00 ' Inlmum buried depth 15. The Insulation protection as Indicated on these plans exceeds 00 N shed grade the Code's minimum standards. BAND JOIST TO BILL OR TOP PLATE (TOE-NAILED) 2-1641 (SEE NOTE U PER FOOT Foundation wall to extend a minimum of 8' above finished grade All footings to he carried down to undisturbed soll 16. These drawings and specifications are Instruments of service and . ' ~ 0 m ROOF SHEATHING No footing shall be set higher then a 30 degree angle from any other fm from any other footing shall remain the property of the Engineer whether the project for ether which they are made Is executed or not. They may not be used STRUCTURAL PANELS ad BEE TABLE 3.10 THIS 6NEE p Provide 3IT steelllally frozen columnsnd or in freezing weather an any other project except by written authorization of the Engineer. DIAGONAL BOARD 0HEA7HING Back611 shall not be placed against the well until the wall has sufficient a anchored to the floor above, or has bean sufficiently braced to prevent r tell has sufficient strength and has been 17. The engineer has not been retained for site suparvlelon, on-alte braced to prevent damage Inspections and cemncatlons as required or requested by the owner, contractor or local building department. 4 I"x 0 11 OR 1"xa" 2-ad PER SUPPORT by the backFlll (Section 8404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS I"xl0" OR WIDER 3-ad PER SUPPORT Floors-WFCM Prescriptive Method Flom framing shall be nailed in accordance with Table 3.1 WFCM HIGH e 3.1 WFCM HIGH WIND EDITION 00 ' , . CEILING SHEATHING DraftstoppingSectlon 8502.12 USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND 00 INSTALLATION MANUAL FOR HIGH WIND RESISTANT ` M GYPSUM WALLBOARD 841 COOLERS T" EDGE / 10" FIELD Flreblocking-Sectlon R502.13 CONSTRUCTION CATALOG C-HW02 00 Simpson Strong-T son Strong-Tie U O~ WALL SHEATHING Floor Construction: Yf OSB plywood subflca;, fasten per Table 3.1 WFCM i IV" COILED STRAP - D.C. USE 4-8d NAILS r STRUCTURAL PANELS ad SEE TABLE 3.11 THIS SHEET Floorjoisls:See Foundation and Floor Plana, spacing as noted Fasten per Table 3.1 WFCM as noted ANCHOR BOLTS IN FOUNDATION USE: 00 C$I6 IV" COILED SSTB28 WITH BEARING PLATE, SEE FOUNDATION I6" O.C- USE 4-0, FIREBOARD PANELS 24x6 ACO sill with coppee termite shield and sill seal NOTES FOR SPACING ' U AT EACH STUD ?ACi4 STUD Lu Finish gems per agreement SILL PLATE TO RIM JOIST USE: 0 MIN OVERLAP le 00 OVERLAP IS 2T" ` M T/16° 641 3" EDGE / 6° FIELD Well Construcion-WFCM Prescriptive Method LTP4 16' O.C. AT EXTERIOR PERIMETER / 2x/32° ad 3" EDGE / a" FIELD Wall framing and flnlshingi shall be nalled and or screwed In accordance wed In accordance with AND GARAGEMOUSE COMMON WALL FLOOR I USE 4 8d NAILS AT EACH END I 'LOOR TO FLOOR CONNECTIONS c GYPSUM WALLBOARD Sal COOLERS T" EDGE / 10" FIELD Table3 WFCM 1x8 Plne fascia, wrap HARDBOARD ad BEE TABLE 3.11 THIS 6WE67 Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: SILL PLATE TO RIM JOIST AND SSP CONNECTOR AT 16" O.C. u1 (n~a J Xz1L Vinyl vented soffits USE 4 Ild NAILS AT EACH END RIM JOIST TO STUD CONNECTION PARTICLEBOARD PANELS ad BEE TABLE 3.11 THIS SHEET Aluminum gutters and leaders Slding:See Elevations RIM JOIST TO STUD 1,ONNECTION USE: 'C ~Q O DIAGONAL BOARD SHEATHING Tyvek housewrap I WFCM MTS 12,16- O.C. CD 6 2-ed PER SUPPORT W OSB sheathing, see fastening schedule, Table 3.1 WFCM I"x6" OR 1"x0" 2z6 Studs @ 16" o.c. with! 20 shoe and double 2z6 plate plate USE 4 ed NAILS AT EACH END Simpson Strong-Tie BLOCKING AT ' a cp FLOOR O TO FLOOR CONNECTION USE: C$16 Ito" COILED 1/2" SPACING—.- 24" O.G. ALLOWS 1"xl0" OR WIDER 3-ad PER SUPPORT Y." Gypsum wall board 5/8' Type X GWB in garage FLOOR , 16"O.C. STRAP WIN MIN 12 ALLOWS MSTA 36 HOLODOWN N O FLOOR SHEATHING MR OWE in wet areasi At least one window In each sleeping room shall comply with the exit re, ply with the exit requirements of section R310 USE 4 ad NAILS AT EACH END OVERLAP AT EACH HOLDDOWN STRUCTURAL PANELS Note drilling and notching Ilmlatlons In figure R602.8(1) for bearing wail (1) for beading walls FOR CANTILEVER CONDITION USE MTS12, 16" O.C. STUD INSTALLATION SIDEWALL~ USE 4 8d NAILS AT EACH END SIDEWALL INSTALLATION ,s and figure R602.6(2) for neon-bearing walla. , RAFTER TO STUD CONNECTION USE: I" OR LESS ad 6" EDGE / 12" FIELD Follow exterior corner framing detail figure R602.10.5 MTS 12, EACH ROOF RAFTER ENDWALL JALL o Lu J GREATER THAN I" IOd 6" EDGE / 6" FIELD Roof Assemblies - WFCM) Prescriptive Method Asphalt strip shingles shall have a minimum of slx(8) fasteners per shin, fasteners per shingle (sectlon R906.6) USE 816d NAILS AT EACH END HOLDDOWM o o / - VIAQVNAL GVAKf CMCAIMINU' , lav my v :vyynuv \.,...IF „ .I--. r mite horizontal (17-percent elope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: lHDU5J p GUKNI_K b I UP VkK Slllp I"xG" OR 111x8" 2-8d PER SUPPORT For roof slopes of two(2) units vertical In twelvs(12) units horizontal (17 up to four(4) units vertical In twelve(12) units horizontal (33-percent elol lei (33-percent elope), undedeyment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO JECTED TO ENGINEER: "xl0" OR WIDER "Cl PER SUPPORT shall be two(2) layers applied in the following manna. Apply a 19-Inch p Apply a 19-Inch (483 mm) snip of AT EACH ROOF RAFTER o TRANSFER SHEAF 14 as, fastened sumclen6y to hold In place. DECK POST TO CONCRETE CONNECTION USE: 4SFER SHEAR ° o 2-16d COMMON underlayment felt parallel nMth and stating at the eaves, fastened sutBcl sate of undarlayment, overlapping o HOLDDOWN - :DOU1N NAILS AT 10° O.C. OF NEW yo I. NAILING RECIIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 16 NAILED'.' ON-CENTER AT THE PANEL EDGE Starting at the save, apply 364nch-wlde (914 mm) sheets of underlayml I suifldently to hold in place. PBS44A FOR EACH POST - USE 14 -16d NAILS o 15J ° <11 P.( T. eUT~9 To OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, auC AS SHEAR PLATE61 eUCCaeaIVB sheets 19 InCMBS (483 mm), and fastened sURlCientiy to holr BHA" BE USED TO MAINTAIN THE LOAD PATH. For roof slopes of four(4) Units vertical in twelve(12) Units mile DECK POST TO GIRDER CONNECTION USE: lHDU5J ,l P F,fl a WHEN WALL SHEATHING le CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1.164 NAIL PER FOOT. ICS Protection (Section R 905.2.7.1) PC44 FOR EACH POST -2-16d COMMON COMMON ® CORNER STUD Undedayment In High wind (Section R 905.2.7.2) GIRDER TO DECK JOIST CONNECTION USE: o NAILS AT 6" O.C- AT 6" O.C. ° CONNECTED TO 3 z TRANSFER SHEAR L Flashing (Section R 905.2.13) (TABLE 3.11 WFCM HIGH WIND EDITION) Chimney's and FlrespacesChapter 10 MTS12 @ EACH JOIST WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11, see attached report PORCH POST TO DECK USE: FLOOR TO FLOOR CONNECTIONS- o7 s m2m a a9 General Mechanical Systeme-Chapter 13 2-AC4-USE14-16dNAILS CANTILEVER CONDITION ROF SSo (110 MPH 3-SECOND GUST •'30 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3D Mechanical-Chapter 12 JEFFR . BUTLER, P.E. STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Heating and Cooling Equipment-Chapter 14 SHEATHING LOCATION STUD SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE: 2 -AC4 USE 14-16d NAILS (SEE NOTE U (INCHES, O.C.) OR PANEL BIDING FOR 8d COMMON NAILS Duct Systems-Chapter 16 (SEE NOTE 3) (INCHES, O.C.) Combustion Air-Chapter 17 o E 6 Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4" MINIMUM BP U Plumbing-PartVll BI 4' EDGE ZONE 16 F 12 (BEE NOTE 2) H- Simpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE AT SHEAR WALL CORNERS, -2.5 CLIPb a 16" O.C. HOLD DOWN BRACKETS AT SHE H y U8 USE EACH STNAILS V DOOR OPENINGS N A' INTERIOR ZONE 16 E F 12 AT EACH AND WINDOW AND DOO UD _OOR 4 FLOOR TO a i ~ o E . NAIL SPACING AT PANEL EDGES (INJ Simpson Strong-Tte (FLOOR TO FLOOR 4 F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2x6 4" FOUNDATION;WFCM FIGUF :m FIGURE 3.8a E 3.8b) o a z ~ 9 AT EACH RAFTER Simpson Strong-Tie ~z REQUIREMENTS SHALL BE USED. 4-10,d x 1 1/2" 1e d AI AT EACH POST RIDGE TENSION STRAP W F O 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING NOTE. IN EACH END AT MEMBERS WITH G20.49. FOR FRAMING MEMBERB WITH 0.4Z{GW.4% THE NAIL SPACINGS SHALL I BE REDUCED TO 9. INCHES O.O. ) 0 ' ATTACH LEDGER TO FRAMING EACH ROOF RAFTER Q ( m MEMBER WITH 2-1/2" X 5" LAG SEE ALAN -C870 USE ND NAILS p a- } Q 8 0 3. FOR EXTERIOR PANEL BIDING, GALVANIZED BOX NAILS SHALL. BE PERMITTED TO BE SUBSTITUTED D D P~, BOLTS AT 16" ON CENTER U FOR COMMON NAILS. D O ° O ° 4 Q de Qp Simpson Strong-Tie > > .U210 2X6 0- ~ m 9 (TABLE 3.28 WFGM HIGH WIND EDITION-2000 o D 'o nD .'o D .'o D AT EACH CEILING JOIST a *F_R RAFTER Z LL SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS 4-10d x 1 1/2" MAXIMUM ANCHOR MAXIMUM ANCHOR 41 °1 4 ° BOTTOM PLATE TO FOUNDATION FOUNDATION Q n BOLT SPACING (IN.) BOLT SPACING lINJ BOLT CONNECTION RESISTING SUPPORTING (I/2" ANCHOR BOLTS) (5/6" ANCHOR BOLTS) S_% ~ e 4 ° v n 4 Simpson Strong-Tie 4 D U210 2X6 AT IEACDECK/PORCH JOIST 2" MIIo <I n SIDV4-IOd x 1 1/2 son Strong RIDGE SEA JOIST HANGER REQUIRED AT CATHEDRAL CEILINGS LATERAL AND SHEAR LOADS 1-3 STORY 30 48 D a " L, LSSU OR EQUAL PAGE: slmpeon Strong-T1e RIDGE WAILL TO D oe o D Simpson Strang-Tie 44 NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIy I I-SON, BEE DETAIL FOUNDATION . 4 6 o ° D TYPICAL PORCH/DECK SOT525 WITH BP AT EACH POST EACH POST FOOTING TENSION-STRAP Or D ° ONNECTIONS DETAIL T CONNECTIONS LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH OLOMN CONNECTIO MEN