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HomeMy WebLinkAbout38580-ZNo: 37397 Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY Date: 1/26/2015 1/26/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2400 Pine Neck Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 70.-9-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2013 pursuant to which Building Permit No. 38580 dated 12/17/2013 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 ATTACHED GARAGE AND COVERED FRONT PORCH AS APPLIED FOR The certificate is issued to Woodhull Jr, James (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 01-14-2015 RIO -13-0001 01-23-2015 38580 12-29-2014 James W odhull Auth i d Si ature f"TOWN OF SOUTHOLD " BUILDING DEPARTMENT µ TOWN CLERK'S OFFICE 10, � 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 #: 38580 Date: 12/17/2013 Permission is hereby granted to: Woodhull Jr, James 340 Pine Neck Rd Southold, NY 11971 To: Construction of a new single family dwelling as applied for with attached garage as per SCHD approval. At premises located at: 2400 Pine Neck Rd, Southold SCTM # 473889 Sec/Block/Lot # 70.-9-8 Pursuant to application dated 12/2/2013 and approved by the Building Inspector. To expire on 6/18/2015. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING Total: Building Inspector $1,956.00 $50.00 $2,006.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. % Z 2 13 New Construction: ✓� Old or Pre-existing Building: (check one) Location of Property: 2- y 0 C) ?I nE WCL F,( -, O d `S'CNihr1 Ct House No.Street Hamlet J Owner or Owners of Property: alf)Ul) �. W OQC�{� u 1 (3y. Suffolk County Tax Map No 1000, Section _ 0 Block D 9 Lot Subdivision Permit No. ° Date of Permit. Health Dept. Approval: I\, 1 6) — 13 CXC) I Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ COD Filed Map. Applicant: Underwriters Approval: Lot: Final Certificate: (check one) 1A Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(a)_town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCF SITE LOCATION Issued To: Woodhull Address: 2400 Pine Neck Rd City: Southold St: NY Zip: 11971 Building Permit* 38580 Section: 70 Block: 9 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: Residential Commerical New Addition X Indoor Outdoor Renovation Survey Heat X Duplec Recpt JI I L Ut 1 AILD Office Use Only X Basement X 1 st Floor 2nd Floor Attic INVENTORY X Service Only X Pool Hot Tub Garage X Service 1 ph 200a Heat gas Duplec Recpt 10 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureSH Time Clocks Disconnect 200a Switches 5 Twist Lock Exit Fixtures TVSS F1 Other Equipment: Modular house -stick built garage, 200a underground service Notes: Ins ector Signature: p 9 ` l Date: Dec 29 2014 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. "'�Ts 1�610 Owner: �'3 6t "o zv�u- (P, lease1 print) Plumber:.) �L ;yid C"P i4v t L (Please print) lead. Date: Telephone (631) 765-1802 Fax (631) 765-9502 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this / day ofT 20� Notary Public,�SCounty (Plumbers Signature) CONNIE C•CH York Notary PubKov �8 N0.018U8low QuavW In &MOW Cw* 6 l G Commission ExpiresAPA 3 85 -bo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 7�2 r DATE �'��Z-' INSPECTOR J � as TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]F16UNDATION 1 ST [ ] 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 s ro TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST 3 NDATION 2ND al" V1 FRAM IN P� ST li�� FIFIEPLA�C�M�NEGY� FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) I CODE VIOLATjQN I ilia WAR- "_u ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING e7loDATE. —INSPECTOR 2!:� �pF SO!/l�, � l0 O�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND ION 1 ST [ [ F DATION [ [ FRAMI STRAPPING [ FIR LACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ ] ROUGH PLUMBING ] INSULATION FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE INSPECT CC)�o�$OF SOUjyolo '32 V TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION ]NDATION 1ST OUNDATION 2ND FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) J CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING '*'-� P--,, w o - CIO - lis A . .r,....,,� DATE t JJ M 111 INSPECTOR rjf s 0 co VU//TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ]ROUGH PLUMBING ]FOUNDATION 2ND INSULATION ]FRAMING/ STRAPPING FINAL ]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION !��ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION CAULKING REMARKS: DATE INSPECTO I rjf s 0 couNom TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I FOUND FOUND FRAMING FIREPLAC FIRE RESIS1 ]ELECTRI ] CODE VI REMARKS: NSPEC N TION I ST OUGH PLUb TION 2ND INSULATION / STRAPPING FINAL E & CHIMNEY FIRE SAFETY IN NT CONSTRUCTION FIRE RESISTANT P ,AL (ROUGH) ELECTRICAL (FI OLATION CAULKING BING SPECTION ENETRATION NAL) Z� G �1 0UNT 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIM f REMARKS: [ ] ROUG LUMBING [ ] IN LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING A_ _ r- c- DATE �` INSPECTOR 3 � Of SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [[[?]ROV" PLUMBING OLA [ ] FIR S ETY PECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE � y INSPECTOR OF SOUryolo /TOWINN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ 1f ELECTRICAL (FINAL) [ ] CAULKING DATE �� � % INSPECTOR - � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Q39 /'o Examined , 2— I I / 20 1-3 Do you have or need the following, before applying`' Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Approved Z 20 3 Mail to: Disapproved a/c Phone: l31' FA -33 ry Expiration 20_�l 631 - R7Z 3317 Building Inspector APPLICATION FOR BUILDING PERMIT ` - 2 2413 Date � Z � � 20a_ -- — INSTRUCTIONS a.Tfiiis 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 BUlldlna Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the wort: authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances. building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C�i11 j l J( . (As on the tax roll or latest deed) If applicant is a corporation, signahire of duly authorized officer (Name and title of cprpprw officer) Builders License Nbo.' Plumbers License No.' Electricians License No. Other Trade's License No. 1. Location of land on which proposed wort: will be done: 2400 _ PlC_W_ NCCL r&(M 6 House Number Street Hamlet 070--9— County 70--9— County Tax Map No. 1000 Section 1000 Block -70 -Lot 0 7 2 Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ b. Intended use and occupancy 3. Nature of work (check which applicable): New Buildi Repair __Removal Demolition 4. Estimated Cost 5. Addition Alteration Other Work (Description) Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars X- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7 Dimensions of existing structures, if any: Front Height -- Number of Stories Rear Dimensions of same structure with alterations or additions: Front — Depth = Height — Number of Stories Depth Rear 8. Dimensions of entire new construction: Front Rear WIT - 33if E Height Number of Stories Size of lot: Front Rear 10. Date of Purchase Depth Name of Former Owner Jud l�h W(;AhW l 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess nil be removed from premises? YES_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. NO 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE, A COPY. STATE OF NEW YORK) SS: COUNTY OF _ ) being duly sworn, deposes and says that (s)he is the applicant (Narne of individual signing contract) above named, CONN IE D. BUNCH Notary Ptd*o, 8tat0 of Now York (S)He is the NO. 01NMI a m (Contractor, Agent, Corporate Officer, etc.) QuWW In Buff* Courdy CM(Nedw Expkft Apr# 14, 2-Z (d 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 thl�,, ��Y j�„ „ n d day of � �,�./ \ 20 r-1-4� Notary Public Signature of Applicant / Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 -1560 bWdV,- James A. Richter, R.A. Michael M. Collins, P.E. 53095 Main Road - SOUTHOLD, NEW YORK 11971 Fax #: (631) - 765 - 9015 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US 77 Office of the Engineer !� Town of Southold ,3 3 TORMWATERMA A EMENT CONTROL PLAN REVIEW COVER SHEET (_TO E COMPLETED BY THE APPLICANT) TO: ENGINEERING DEPARTMENT FROM: BUILDING DEPARTMENT DATE: APPLICANT: J(,nwm P. GVoodW 1 01'. S.C.T.M. ": /6 DU'�) 'O S. At— I I PLEASE ATTACK THE FOLLOWING DOCUMENTS or INFORMATION ❑ Copy of completed Application for Building Permit ❑ Stormwater Management Control Plan ❑ Completed Chapter 236 Stormwater Review Checklist PROPERTY ADDRESS. 2-400- ?1 n.J We C- R-- 2.00--Ot.52�«t' t 0 BRIEF PROJECT DESCRIPTION: ,,u4l.tayeq kl' Q PFRbU6-D FOP? ��ap-�►'1 w4��R . . jl A-4 A6,f4f 6 r'% se e 61 ve BLA:r Xs c� I�.e,O`t'� I -r fbS�, J A m e 5 1, 000 Hunt. jr. RXe" V/ #T,+4H TAF Pngwj L) j7A" JVT/ 3 2 * * F R E G RING DEPARTMENT USE ONLY **** Reviewed By. Date: /Z /(o Z3 App oved Ad nal Information Required: _ jU Drr 17 2013 U, JM4 I 0"5 y s�wFor DATE: CHAPTER 236 APPLICANT: J -� a`by" �w Stormater Review Checklist S.C.T.M. #: - -7 � PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as re uired in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site (minimum 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas RE L219.wO Mill 14 IN ALL t CeS 1. location of the proposedconcrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all �( impervious surfaces generated by a two-inch rainfall 3. Detail drawings (reauired.for.plan apRroval) provided for: a. erosion and sediment controls b. construction entrance c. inlet'structures (e.g. catch basins, trench drains, etc.) ✓ d. leaching structures (e.g. infiltration basins, swales, etc.) REVISED 7/24/2013 S. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 79650-1802 roaer.richert ownsou�0 5.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 0IQ r L9 W.V & �T 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly)�GC�, Lot: (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough in Final *Do you need a Temp Certificate: YES / NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connectnderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - - c- 82 -Request for lnspection Form Sent from my Phone D IqF- j I I AUG -1 2014 1L B ----- - ------------ - 'T. TO'J J: ig 0 Sent from my Phone D E AUG -1 2014 BLDG. DEPT. SOUT TOWN OF I HOLD aChicago Title Insurance Services, LLC TITLE NO: C13-7474-14908-SUFF District: 1000 Section: 070.00 Block: 09.00 Lot: 008.000 Town of Southold, New York Gentlemen: CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above -captioned property has been in single and separate ownership by James Woodhull, Jr. and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty -Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 21, 2013 CAGO VICES Sworn to before me this 21" day of October, 2013 MULLER Notary Pt PubrA SAN of New York NO.01SC47M3 QoWled In &&k County Term F May 31, 20 24 Commerce Drive • Riverhead, New York 11901 0 (631) 284-2400 0 Fax: (631) 574-2355 Chicago Title Insurance Services, LLC TITLE NO. C13-7474-14908-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Christina Muller, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-070.00-09.00-008.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/83. SUBJECT PREMISES: 1000-070.00-09.00-008.000 Harry J. Gagen a/k/a Henry J. Gagen TO Charles A. Gagen Charles A. Gagen TO Bernard G. Gagen and Betty Joyce Gagen, his wife Bernard G. Gagen and Betty Joyce Gagen TO Judith W. Woodhull Sworn to before me this 21s' day of October, 2013 Liber 5230 page 33 Dated: 08/31/62 Recorded: 09/12/62 Premises and more Liber 9674 page 346 Dated: 10/12/84 Recorded: 11/09/84 Liber 12194 page 518 Dated: 05/20/02 Notary Pu sable of New York NO. 01504793043 QuaMW in Suffo k County i Term Expires May 31, 20 J 24 Commerce Drive 9 Riverhead, New York 11901 0 (631) 284-2400 • Fax: (631) 574-2355 Chicago Title Insurance Services, LLC Judith W. Woodhull Liber 12712 page 605 TO Dated: 09/28/12 James Woodhull, Jr. Recorded: 12/04/12 LAST DEED OF RECORD PREMISES NORTH: PINE NECK ROAD PREMISES EAST: OAKLAWN AVENUE PREMISES SOUTH: 1000-070.00-09.00-009.000 Everett T. Goldsmith TO Jean Theresa Wilkinson Jean Theresa Wilkinson TO Zoumas Contracting Corporation Zoumas Contracting Corporation TO Martin J. Hughes and Kristina O. Croce LAST DEED OF RECORD PREMISES WEST: 1000-070.00-09.00-007.000 James R. Lowe and Leonora Lowe, his wife TO George L. Schwab III and Geraldine L. Sc Sworn to before me this 21s' day of October, 2013 Notary Public pub Steft of Wew lora Liber 5807 page 379 Dated: 08/13/65 Recorded: 08/25/65 Liber 12275 page 109 Dated: 09/04/03 Recorded: 09/30/03 Liber 12331 page 608 Dated: 06/21/04 Recorded: 07/19/04 Liber 7797 page 183 W. 01SC4793043 Qualified in Suffolk Camty Tenn Expires May 31, ZQ / u 24 Commerce Drive 0 Riverhead, New York 11901 0 (631) 284-2400 • Fax: (631) 574-2355 Chicago Title Insurance Services, LLC * * George L. Schwab III died 12/08/99. Geraldine L. Schwab, as surviving tenant by the Liber 12393 page 763 Entirety of George L. Schwab III, deceased Dated: 06/10/05 TO Recorded: 06/21/05 Sarah R. Wood Sarah R. Wood Liber 12572 page 655 TO Dated: 11/20/08 The Sarah Wood Revocable Trust under Agreement Recorded: 11/21/08 Dated 11/20/08, Sarah Wood as Trustee LAST DEED OF RECORD C7AGO TITLE IN VICES, LL�f Sworn to before me this 21St day of October, 2013 Notary Public JUNE SCOTT Notary Pubk State of New York NO.01SC4793043 Q wNNied in Suffolk County. / Term Expires May 31, ZO_(-,.� 0 24 Commerce Drive • Riverhead, New York 11901 0 (631) 284-2400 • Fax: (631) 574-2355 NE NECK P(PUBLIC WATER IN STR rtm �PU`�w (UTER) OaCCP G°J IQQS° I* N \ n-" / TEST HOLE DATA SURVEY OF PROPERTY SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER do ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE AREA = 12,841 sq. ft. 0.295 cc. 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS. 340 2. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK: 8' LONG, 4'-3' WIDE, 6'-7' DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. I/PP�OOOO�LL. I2' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (TEST HOLE DUG BY ON OCTOBER 10, 2002) o' MRK BROWN SANDY LONA OL 0.5' • BROWN SILTY SAND SM 2.5' / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TILE.SISVEYS AS ESTABLISHED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR QIBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTFIGTIONS WDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY is PREPARED. AND ON HIS BEHALF TO THE TILE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE As=NEE5 OF THE LENDING own— TUTON. CERnFICAT10NS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS ANO/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1 IN " NATER IN STKLti / (PUBLIC xm_L� 117.05'{9�4g, N o �. 2 7 1 Q" EDGE OF PAVEMENT CATCH BASIN- -pig (7 J FOUND CONC. MON. 49.7 FOUND PIPE W FOUND PIPE 5 82,37 10 wN U_ w M I - FENCE W I I / / / U tr— 20' — / 1 31.5' 0 _ O s p 0 p 1.1'S. C l i 1 SITE PLAN FOR AUG -4 2014 1 JAMES WOODHULL Jr. i SITUATE PINE NECK J TOWN OF SOUTHOLD DWELLING (USES PUBLIC WATER) SUFOLK FCOON T OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCT!ONI FORR SINGLE FAta1IL`i RESIDENCE C,NLY ,-D DATE ��, H.S. Rr-F'. NO, Ila—l_3—CM � NDT x49.ed APPROVED Llf___�__, ,_ _ 1• FOR MAXIMUM OF BEDROOMS 2. EXPIRES TH DATE OF APPROVAL 3. (N O BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION O J TO THIS SURVEY IS A VIOLATION OF 35' 5 (21T ro � 7 n w Z 3 I (� 0 Iw CQ r'4 J r 1J o X1 COPIES OF THIS SURVEY MAP NOT BEARING �1gON THE LAND SURVEYOR'S INKED SEAL OR � WO ^W O I� O � N Im PALE BROWN FINE TO CERTIFICATIONS INDICATED HEREON SHALL RUN N I ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Lr) - 0 z _ W FOUND PIPE 5 82,37 10 wN U_ w M I - FENCE W I I / / / U tr— 20' — / 1 31.5' 0 _ O s p 0 p 1.1'S. C l i 1 SITE PLAN FOR AUG -4 2014 1 JAMES WOODHULL Jr. i SITUATE PINE NECK J TOWN OF SOUTHOLD DWELLING (USES PUBLIC WATER) SUFOLK FCOON T OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCT!ONI FORR SINGLE FAta1IL`i RESIDENCE C,NLY ,-D DATE ��, H.S. Rr-F'. NO, Ila—l_3—CM � NDT x49.ed APPROVED Llf___�__, ,_ _ 1• FOR MAXIMUM OF BEDROOMS 2. EXPIRES TH DATE OF APPROVAL 3. Z � _ w � w 35.5' b R0P15EDIMPERVIOUS C ,0 IVE1 0 139.78' JEAN THERESAFWILKINSON DWELLING (USES PUBLIC WATER) a O Oa o 0 m O W SUFFOLK COUNTY, NEW YORK S.C. TAX. No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE JUNE 26, 2014 RELOCATED PROPOSED SEPTIC SYSTEM AREA = 12,841 sq. ft. 0.295 ac. EVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 NIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. TANK; B' LONG, 4'-3" WIDE, 6'-7" DEEP NIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. POOL; 12' DEEP, B' d1a. ��:�� PROPOSED EXPANSION POOL Revised 1"I'm Anproved _�" 3 1 1014 O PROPOSED LEACHING POOL PROPOSED SEPTIC TANK Egpues-- 1 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD -------------- :�_� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAINAGE SYS7Em NS: ROOF AREA: 1,900 sq. ft. 1 ,900 sq. ft. X 0.17 = 323 cu. ft. 323 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 N p DRIVEWAY AREA: 850 sq. ft.—�/ 850 sq. ft. X 0.17 = 145 cu. ft. 145 cu. ft. / 42.2 = 3.4 vertical ft. of 8' dia. leaching pool required cl Z PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE —� mC) PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: i TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' DARK BROWN SANDY LOAM OL 0.5' JUN 2 7 2014 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT, O BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION O J TO THIS SURVEY IS A VIOLATION OF N 5 (21T ro � 7 n W YO z � COPIES OF THIS SURVEY MAP NOT BEARING Z � _ w � w 35.5' b R0P15EDIMPERVIOUS C ,0 IVE1 0 139.78' JEAN THERESAFWILKINSON DWELLING (USES PUBLIC WATER) a O Oa o 0 m O W SUFFOLK COUNTY, NEW YORK S.C. TAX. No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE JUNE 26, 2014 RELOCATED PROPOSED SEPTIC SYSTEM AREA = 12,841 sq. ft. 0.295 ac. EVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 NIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. TANK; B' LONG, 4'-3" WIDE, 6'-7" DEEP NIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. POOL; 12' DEEP, B' d1a. ��:�� PROPOSED EXPANSION POOL Revised 1"I'm Anproved _�" 3 1 1014 O PROPOSED LEACHING POOL PROPOSED SEPTIC TANK Egpues-- 1 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD -------------- :�_� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAINAGE SYS7Em NS: ROOF AREA: 1,900 sq. ft. 1 ,900 sq. ft. X 0.17 = 323 cu. ft. 323 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 N p DRIVEWAY AREA: 850 sq. ft.—�/ 850 sq. ft. X 0.17 = 145 cu. ft. 145 cu. ft. / 42.2 = 3.4 vertical ft. of 8' dia. leaching pool required cl Z PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE —� mC) PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: i TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' DARK BROWN SANDY LOAM OL 0.5' JUN 2 7 2014 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT, PREPARED IN ACCO t9RfhTki MINIMUM STANDARDS FO LE $$jj11ppYYEEyygg S USHED BY THE L.I.A ABpR01VLt� A TED FOR SUC SFj6h1EA�K'ST?TE D TITLE AS C�(i'T111666 y 1 f S. Lic. No. 504 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION 2.5 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PALE BROWN FINE TO CERTIFICATIONS INDICATED HEREON SHALL RUN MEDIUM SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 17' ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCO t9RfhTki MINIMUM STANDARDS FO LE $$jj11ppYYEEyygg S USHED BY THE L.I.A ABpR01VLt� A TED FOR SUC SFj6h1EA�K'ST?TE D TITLE AS C�(i'T111666 y 1 f S. Lic. No. 504 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 DWELLING (USES PUBUC WATER) ti it � 6" o vaZ3 \ V _! U LU m 0 a- 46 4 0 a w U *PADViot C0W58UGT(0N CtN-fRIjN(6 Foil Site, CDN *Roi(ez X55 8 tQu 1P -W Tb RcTer-1' RA; *AU"'%A)j\4q&f' I N S'f9 w1416 FS paovo6 6N014f-URS C6 ?I6��'w S i eA S OJA {�) D106 -/ Tb LeAcy '3 Ncy F'OAD TE STREET) ,49.84 ' (PUBLIC WATER IN x� 1 17.0 5',�, N $2e 7' 1 O» E EDGE OF PAVEMENT CATCH BASIN— —per L FOUND FOUND PIPE W u U1 � 0' O ON o \� 1 315 50.8' 1� w 35' rn U+ : c O W� LU _I LL r0 e Fz o IW Iw yo 71 W p LU W N U 111 Io z o N R� J Qo m Q � N �-PROPOSED 506KpILE Z EDUCATION LAW. 501E O COPIES OF THIS SURVEY MAP NOT BEARING Z THE LAND SURVEYOR'S INKED SEAL OR FOUND PIPE L.4 37 1 0 RE FENCE ' V`f EMBOSSED SEAL SHALL NOT BE CONSIDERED C 82* W u U1 � 0' O r I I \� 1 315 n O TEST 1� w to rn U+ : c O A:: ➢N: e u 25 � O �OP05E 't P D121V h zo I Irn mo m N O ►1 I THERESA DWELLINGW JEAN DWELLING V (USES PUBLIC WATER 3 35' , mZ 1 99 78 Q zea z yOQ� CIS3 �rnrn�i orn c rnOA o ornrn � O rn z D SITE PLAN FOR JAMES WOODHULL Jr. .PAGE 1 OF 2 SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE AREA = 12,841 sq. ft. 0.295 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,900 sq. ft. 1,900 sq. ft. X 0.17 = 323 cu. ft. 323 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 N p DRIVEWAY AREA: 850 sq. ft. - �z 850 sq. ft. X 0.17 = 145 cu. ft. C: r_ 145 cu. ft. / 42.2 = 3.4 vertical ft. of 8' dia. leaching pool required Z PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATEZE -� 0 PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: �DRAwAG6 0AGCULAIWONS 3- 4T/6F-09cmPy PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS �/�v►�• •�� !�I "T ,VI""! �I��` _ BY THE FOR ps TE ABLISHED PLAND TITLE A4b 0 4PPROV 144 Z TEST HOLE DATA (TESTHOLEHOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' O DARK BROWN SANDY LOAM OL 1� - J g L 0 O rnd r 15w Fr► m zo I Irn mo m Z � I1 "' e o G m Z EDUCATION LAW. , mZ 1 99 78 Q zea z yOQ� CIS3 �rnrn�i orn c rnOA o ornrn � O rn z D SITE PLAN FOR JAMES WOODHULL Jr. .PAGE 1 OF 2 SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE AREA = 12,841 sq. ft. 0.295 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,900 sq. ft. 1,900 sq. ft. X 0.17 = 323 cu. ft. 323 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 N p DRIVEWAY AREA: 850 sq. ft. - �z 850 sq. ft. X 0.17 = 145 cu. ft. C: r_ 145 cu. ft. / 42.2 = 3.4 vertical ft. of 8' dia. leaching pool required Z PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATEZE -� 0 PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: �DRAwAG6 0AGCULAIWONS 3- 4T/6F-09cmPy PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS �/�v►�• •�� !�I "T ,VI""! �I��` _ BY THE FOR ps TE ABLISHED PLAND TITLE A4b 0 4PPROV 144 Z TEST HOLE DATA (TESTHOLEHOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' DARK BROWN SANDY LOAM OL 0.5' BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 2 5' SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN IN PALE BROWN F INE TO ONLY TO THE PERSON FOR WHOM THE SURVEY MEDIUM SAND IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 17' ANY, NOT SHOWN ARE NOT GUARANTEED. Y.S. Lic. No. Nathan Taft -"Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 a STOR (WATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING EXTRA STRENGTH FILTER FABRIC REO'D. WITHOUT WIRE MESH SUPPORT STEELORWOOD POST (TYP.) TRAPPED BY THE SCREEN SHALL BE REMOVED -AWAY FROM THE W/D WIRE SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE o N '�--— SCREEN IS REMOVED.'—T ro FLOW 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 4000 PSI 0 28 DAYS ~_ A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL TITLE COMPANY, GOVERNMENTAL AGENCY AND BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT': LENDING INSTITUTION LISTED HEREON, AND '. SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS THE EXISTENCE OF RIGHT OF WAYS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ANY, NOT SHOWN ARE NOT GUARANTEED. PERMNENTLY LIFE SEDIMENTSTATED.HTRAPPEDGBYUTHEUBALES �����\\��\\\ oFEASBALE S 3– 4 MONTHSAE . /�///\x` ��/��/��i SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT To SCALE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF–SITE. 9 ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECTSHALL BE 36" HIGH POLE (MAX.) STEEL OR WOOD POST SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON–LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS STABILIZE ENTIRE PILE 1 WITH VEGETATION OR COVER STRAW BALES OR SILT FENCE SOIL STOCKPILE NOT TO SCALE TRENCH DETAIL �!)l i E VLA1N r Un JAMES WOODHULL Jr. PAGE 2 OF 2 DETAILS SURVEY OF PROPERTY SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 NOT TO SCALE NOVEMBER 19, 2013 HAY BALES 2"x2" STAKES (TWO EACH BALE) FLOW COMPACTED GRADE BACKFILL DRAINAGE S\ � INLET 6" TRENCH DOMPACTED BALES TO BE SET BACKFILL IN 4" TRENCH ELEVATION HAYBALE BARRIER ® INLETS TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) CAST IRON INLET FRAME & COVER (FLOCKHART x{63518 TYPE 6840) FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER 8" TRAFFIC BEARING SLAB V-0" (max.) 3'-0" (min.) PIPE FROM ROOF GUTTERS CRUSHED 3/4" - 1-1/2" STONE ALL AROUND UNAUTHORIZED ALTERATION OR ADDITION 3'-0" TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 8'-0" 0 o N c E LEACHING RINGS ro REINFORCED PRECAST CONC. ONLY TO THE PERSON FOR WHOM THE SURVEY 4000 PSI 0 28 DAYS WATER 4" PIPE FROM ROOF GUTTERS CRUSHED 3/4" - 1-1/2" STONE ALL AROUND UNAUTHORIZED ALTERATION OR ADDITION 3'-0" TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L ¢1( OVED AND ADOPTED FOR �Qi(V N _ RK STATE LAND IBJ y4e, A� SRF A N.Y.S. Lic. No. 50467 Nathan Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 TO BE A VALID TRUE COPY. o N c E CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY GROUND WATER IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L ¢1( OVED AND ADOPTED FOR �Qi(V N _ RK STATE LAND IBJ y4e, A� SRF A N.Y.S. Lic. No. 50467 Nathan Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 1 l� 1" STREET ) (PUBLIC WATER IN �_D X 49, B/ X5 iAAY 29 2014 L DWELLINGN (USES PUBLICBLICWATER) TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' f DARK BROWN SANDY LOAM OL 117-05 Iw BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION 2 5' TO THIS SURVEY IS A VIOLATION OF A` $ �. 375 1 0 E j1 EDGE OF PAVEMENT CATCH BASIN FOUND SECTION 7209 OF THE NEW YORK STATE - EDUCATION LAW. 4 CONC. MON- THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 49" 7 TO BE A VALID TRUE COPY. FOUND PIPE 19.9 ' LA ONLY TO THE PERSON FOR WHOM THE SURVEY �I SAND SP IS PREPARED, AND ON HIS BEHALF TO THE I I O LENDING INSTITUTION LISTED HEREON, AND I TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS I N AND/OR EASEMENTS OF RECORD, IF 17' ANY, NOT SHOWN ARE NOT GUARANTEED. Nc O Il 41 .4' _ O 43.1 -- N 39.4ATEST HOLE ri 50.2 � 8.1 O Y o U rn W J w m m .5' at _ — W N Z) W O 5.5 m O W w �1 C9 O CV b, O o o 0 O � ld LO Z N 31.9 52 2 X Ur) 0 0 0 �� v 7- Lu FE: ;CE FENCE 139 139 U FOUND PIPE 37 1 OGRE C 4'�* J U /THERESAFWILKINSON w JEAN DWELLING U 2 � (USES PUBLIC NATE 3 iAAY 29 2014 L DWELLINGN (USES PUBLICBLICWATER) TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 10, 2002) 0' DARK BROWN SANDY LOAM OL BROWN SILTY SAND SM UNAUTHORIZED ALTERATION OR ADDITION 2 5' TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE - EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PALE BROWN FINE TO CERTIFICATIONS INDICATED HEREON SHALL RUN MEDIUM ONLY TO THE PERSON FOR WHOM THE SURVEY SAND SP IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND - TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 17' ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY FOR JAMES WOODHULL Jr. SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE MAY 20, 2014 FOUNDATION LOCATION AREA = 12,841 sq. ft. 0.295 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: S= MINIMUM -k-- WATER- (PUSLIC < a a ° 117.05' " E EDGE OF PAVEMENT BASIN aQ 2a Z °1O CATCH U J- _FENCE C <d UP) DWELLING (USES PUBLIC WATER) SEPTIC SYSTEM TIE MEASUREMENTS SURVEY OF PROPERTY FOR JAMES WOODHULL Jr. SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE MAY 20, 2014 FOUNDATION LOCATION DECEMBER 3, 2014 FINAL SURVEY AREA = 12,841 sq. ft. 0.295 ac. c �o � E, 3 s t �e 10!s I S. tut. +,1. , i V._. d Lr118ftef ` Hiiber. t.l 0- lCe 0 f VvaS:iwl tif('' e n t UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING LISTED HEREON, AND TOTEASSIGNEES OFTENDING INSTII- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS � 2015 ANY, EASEMENTS OF RECORD, IF J ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO: JAMES R. WOODHULL, Jr. ANNMARIE WOODHULL CALIBER HOME LOANS, Inc. FREEDOM LAND TITLE AGENCY, LLC NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LJA6L.S. AN D ADOPTED FOR SUCH USE �EONfyJN RK TJi�E L4ND TITLE ASSOCI N r GC \LAN 5 y JAFTC o , �LL y 4 Nathan - Land 50467 MVC;orwin III Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 HOUSE HOUSE CORNER ❑A CORNER M SEPTIC TANK 27' 21' COVER LEACHING POOL 37' 18' COVER SURVEY OF PROPERTY FOR JAMES WOODHULL Jr. SITUATE PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-08 SCALE 1"=30' NOVEMBER 22, 2002 OCTOBER 13, 2004 ADDED PUBLIC WATER & ADDITIONAL WELLS MAY 2, 2005 ADDED HOUSE TO THE SOUTH CONNECTED TO PUBLIC WATER NOVEMBER 16, 2012 REVISED PROPOSED HOUSE NOVEMBER 19, 2013 REVISED PROPOSED HOUSE MAY 20, 2014 FOUNDATION LOCATION DECEMBER 3, 2014 FINAL SURVEY AREA = 12,841 sq. ft. 0.295 ac. c �o � E, 3 s t �e 10!s I S. tut. +,1. , i V._. d Lr118ftef ` Hiiber. t.l 0- lCe 0 f VvaS:iwl tif('' e n t UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING LISTED HEREON, AND TOTEASSIGNEES OFTENDING INSTII- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS � 2015 ANY, EASEMENTS OF RECORD, IF J ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO: JAMES R. WOODHULL, Jr. ANNMARIE WOODHULL CALIBER HOME LOANS, Inc. FREEDOM LAND TITLE AGENCY, LLC NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LJA6L.S. AN D ADOPTED FOR SUCH USE �EONfyJN RK TJi�E L4ND TITLE ASSOCI N r GC \LAN 5 y JAFTC o , �LL y 4 Nathan - Land 50467 MVC;orwin III Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 fzREScheck Software Version 4.4.4 Compliance Certificate Project Title: 29312 Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 923 ft2 Glazing Area Percentage: 9% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Southold, NY Owner/Agent: Compliance: Compliance: 27.0% Better Than Code Ma)amum UA: 540 Your UA: 394 The % Beat or Wom Then Code index ialI I how dose to aompuanoe the hmm Is based on code trade -orf nies. It DOES NOT rxwbe en es11e of eneW use or cost nsmtim too mtn6rsimcode home. Envelope Assemblies Designer/Contractor. Ceiling 1: Flat Ceiling or Scissor Truss 923 30.0 0.0 32 Wall 1: Wood Frame, 16' o.c. 3,904 19.0 0.0 209 Window 1: Vinyl Frame:Double Pane with Low -E 265 0.260 74 SHGC: 0.00 Door 1: Glass 60 0.290 23 SHGC: 0.00 Door 2: Solid 80 0.160 13 Floor 1: All -Wood Joist/Truss:0ver Unconditioned Space 923 19.0 0.0 43 Compliance Statement- The proposed building design described here is consistent with the building pians, 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 4.4.4 and to comply with the mandatory requirements listed In the REScheck Inspection Checidist. JON SWIGART - DRAFTSMAN �. �—k`� 10/3/13 Name - Title S46ature Date Alai NEW Y Project Title: 29312 v Report date: 10/03/13 Data filename: \Up-users.housing.IocallsharedlEngineering o �8Q526 ��t,e Page 1 of 6 Shared\Projects\29312\Engineering\Calculabons129312.rrI ES SJO �J(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. 2010 Near *ark pre inspectlonlPlan Revlew Plans Verified Fleld Verified Vater Complies? Commenm/Assumptlons Ene value' 103.2 ;Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not Comply demonstrates energy code "❑Not Observable compliance for the building envelope.❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not Comply 11311311 'demonstrates energy code ❑Not Observable compliance for lighting and ❑Not Applicable mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the commercial code. y 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2_ sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply 4 I loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr Btu/hr ❑NotApplIcabie Addltional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 29312 Report date: 10/03/13 Data filename: \\Ip-users.housing.local\shared\Engineering Page 2 of 6 Shared\Projects\29312\Engineering\Calculations\29312.rck 2010 New York Energy foundation Inspection Compiles? Comments/Assumptions 3032-1 ' 'Exposed foundation insulation ❑Complies [FO11)z protection. ❑Does Not Comply ❑NotObservabie ❑Not Applicable 493.8 Snow melt controls. ❑Complies [FO12jz , ❑Does Not Comply, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) i Project Title: 29312 Report date: 10/03/13 Data filename: \\Ip-users.housing.locaMhared\Engineedng Page 3 of 6 Shared\Projects\29312\Engineering\Calculations\29312.rck 2010 Now York Framing Rough -in inapectioe Plater VerMed Value Field VerMed Value Complies? CommentstAssumptions E ❑Does Not Comply 402A.4 Fenestration that is not site built is ❑Complies [FR20]1 listed and labeled as meeting Automatic or gravity dampers are ❑Does Not Comply, ❑Complies AAMAIWDMAICSA 101/LS.2IA440 or installed on all outdoor air intakes and -]Not Observable ❑Does Not Comply. has Inflitratlon rates per NFRC 400 h exhausts. ❑Not Applicable ❑Not Observable that do not exceed code limits. i- 402.4.5 IC -rated recessed lighting fixtures ❑Complies ]FR16f sealed at housinglmterior finish and , F ❑Does Not Comply {labeled to indicate &It;= 2.0 cfm y ' ❑Not Observable leakage at 75 Pa. []Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]1 R-8. All other ducts in unconditioned R- R- ❑Does Not Comply paces or outside the building ❑Not Observable envelope are insulated to R-6. Not ❑Not Applicable applicable If all systems are ductless. 403.2.2 All joints and seams of air ducts, air ;❑Complies [FR13]1 handlers, filter boxes, and building ❑Does Not Comply cavities used as return ducts are ❑Not Observable sealed. ❑Not Applicable 403.2.3' Building cavities are not used as ducts - f❑Complles [FR75]� or plenums. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- ❑Complies JFR17j2 105 °F or chilled fluids below 55 °F ❑Does Not Comply are insulated to R-3. FINot Observable 403.4 Circulating service hot water pipes are R- R- LJComplies [FR78]2 'insulated to R-2. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies IFR19]2 installed on all outdoor air intakes and ❑Does Not Comply. h exhausts. ❑Not Observable i- ❑Not Applk:able Additional Cornments/Assumptions: 1 High Impact (Tier 1) ;,' 2;,''1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 29312 Report date: 10/03/13 Data filename: \\Ip-users.housing.local\shared\Engineering Page 4 of 6 Shared\Projects\29312\Engineering\Calculabons\29312.rok 2010 New YorkInsulation Inspection Gomplles7 Comments/Assumptions E 103.1 All installed insulation labeled or ❑Complies IN1312 installed 11 -values provided. ❑Does Not Comply F1 Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) _ l Project Title: 29312 Report date: 10/03/13 Data filename: \\Ip-users.housing.local\shared\Engineedng Page 5 of 6 Shared\Projects\29312\Engineering\Calculabons\29312.rck 2010 New York Final Inspection Provisions Plans Verified Field Verified Compiles? CommentsfAssumptions E Value Value 402.4.2, i Building envelope tightness verified ACH 50 = ACH 50 = ❑Complies 402.4.2.1 by blower door test result of $It;7 ACH ❑Does Not Comply [FI17]1 !at 50 Pa. This requirement may ❑Not Observable Instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3- Wood -burning fireplaces have ❑Complies [F18? ; gasketed doors and outdoor ❑Does Not Comply, combustion air. [-]Not Observable ❑Not Applicable 403.2.2 Duct tightness via post -construction clam cfm ❑Complies [FI4]1 with maximum leakage of 8 cfm to ❑Does Not Comply outdoors, or 12 cfm across systems. ❑Not Observable For roughmin 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 installed ='?❑Complies [F19f on forced air furnaces. ,❑Does Not Comply s❑Not Observable i ❑Not Applicable 403.1.2 Heat pump thermostat installed on , y ❑Complies [F110]� heat pumps. c° ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems `❑Compl'ies [F111)z have automatic or accessible manual ❑Does Not Comply. controls. ass s ❑Not Observable ,E]Not Applicable 403.9.1 Readily accessible switch on heaters y y; , ❑Complies [F112]3 for swimming pools. Not Comply t ❑Not Observable u ❑Not Applicable 403.9.2 Timer switches on pool heaters and - A' [F119]9 pumps are present. ' ? ys ` ❑Does Not Comply mv ',❑Not Observable . ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ;❑Complies [F[20]3,, Covers on pools heated over 90 °F '❑Does Not Comply are insulated to R-12. ❑Not Observable ❑Not Applicable 401,3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not Corn Ply ,�❑Not Observable 303.3 Manufacturer manuals for mechanicalkf- ' [F118]3 and water heating equipment have f� , ❑Does Not Comply been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 3 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 29312 Report date: 10/03/13 Data filename: \Up-users.housing.locaMhared\Engineedng Page 6 of 6 Shared\Projects\29312\Engineering\Calculabons\29312.rck C2010 New York �(j Energy Conservation Construction • • Energy Certificate Insulation Rating R -Value Floor 19.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.16 Heating System: Cooling System: Water Heater Name: Date: Comments: Job Truss Truss Type Qty Ply EXCEL HOMES 212 53465 CC688301 HINGED ATTIC 1 1 09R-B-31'6-9M-154HH Universal Forest Products Inc., Grand Rapids, MI 49525, Corey Daubert 7.130 a Apr 28 2009 MTek Industries, Inc. Wed Oct 21 09:29:412009 Page 1 15-9-0 159-0 COLLAR TIE DETAIL 0T0 5-10-0 7 �0 q 0 2x6 // 2x6 9 I 9-11-0 8920 20 4 10 16 BEH18E 2x6 \\ 2x6 9 y 90052 .00 2 ,p-�- ��' BE 18E 3 '4 BEH18D 17-9-0 BEH18D 0 2 oir 2 6 3 v d 81 61 6x10 It 16 15 1 12" DADO'S 14 6x10 11 0.1E 6-9-0 8-10E B-10-8 6-9-0 P46 ' 3160 Plate Offsets X 1:0-8-2 0-3-0 2:0-0-11 0-0-03:0-0-it 0-1-2 11:0-0-11 0-1-2 12:0-0-11 0-0-013:0-8-0 0-3-0 17:0-1-9 0-0-4 18:0-2-9 0-0-12 SPACING: 2-0-0 SPACING: 1-4-0 SPACING: 1-0-0 SPACING 2-0-0 CSI DEFL in (loc) vde0 L/d PLATES GRIP LOADING(psf) LOADING (psf) LOADING (psf) Plates Increase 1.15 TC 0.40 Vert(LL) 0.42 15-16 >447 240 MT20 187/144 TCLL 23.1 TCLL 34.7 TCLL 46.2 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.5415-16 >342 180 MII18 141/138 (Ground Snow=30.0) (Ground Snow=45.0) (Ground Snow=60.0) Rep Stress Ina YES WB 0.40 HOrz(TL) 0.01 13 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 Code IBC2009(rP12007 (Matrix) Attic 0.42 15-16 513 360 Weight: 1881b -BCLL 0.0 BCLL 0.0 BCLL 0.0 ' BCDL 10.0 BCDL 150 BCDL 20.0 LUMBER BRACING TOP CHORD 2 X 6 1-SL Truss Grade *Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T2: 2 X 6 SPF 1650E 1.5E, T3: 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing_ BOT CHORD 2 X 10 SYP DSS WEBS 1 Row at midpt 4-10 WEBS 2 X 3 SPF Stud `Except` W2: 2 X 8 SPF No.2 REACTIONS (Ib/size) 1=1233/0-1-8 (input: 0-3-8),13=1233/0-1-8 (input: 0-3-8),15=111110-1-8 (input: 0-3-8) Max Horz1=-694(LC 7) _ Max Uplift =-705(LC 9), 13=-707(LC 10), 15=-262(LC 9) Max Gravl=1233(LC 1), 13=1233(LC 1), 15=1209(LC 14) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 13=-1192/615, 3-4=-1047/822, 4-6=-365/260, 6-7=-286/208, 7-8=-289/206, 8-10=-366/257, 10-11=-1047/822, 11-13=1192/611 BOT CHORD 1-16=-331/823,15-16=-328/822,14-15=-328/822,13-14=-326/823 WEBS 11-14=-327/543,3-16=-329/544,4-17=-848/887,17-18=646/802,10-18=-853/865,6-17=490/464,8-18=-486/469 REQUIRED FIELD JOINT CONNECTIONS - Maximum Compression (Iby Maximum Tension (Ib)/ Maximum Shear Qby Maximum Moment (Ib-in) 4=848/887/273/0, 5=324/259/453/0, 6=490/464/105/0, 7=155/209/154/0, 8=486/469/105/0, 9=325/256/457/0, 10=853/885/275/0, 14=327/543/0/0, 15=3281822/605/0, 16=329/544/0/0 NOTES 1) Wind: ASCE 7-05; 120mph @24in o.c.; TCDL=3.Opsf; BCDL=3.Opsf; (Alt. 147mph @16in o.c.; TCDL=4.5psf; BCDL=4.5psf); (Alt. 150mph @12in o.c.; TCDL=6.Opsf, BCDL=6.Opsf); h=30ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and faces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pg=30.0 psf (ground snow); Ps=23.1 psf (roof snow); Category Il; Exp C; Partially Exp.; Ct=1.1 3) Roof design snow load has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) See DETAILS for plate placement. 8) Provisions must be made to prevent lateral movement of hinged member(s) during transportation. ^ � 9) All additional member connections shall be provided by others for forces as indicated. 10) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. p • 11) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the RECa(STEflED • bottom chord and any other members. 12) Ceiling dead load 3-0, 10-11, 4-17, 17-18, 10-18 U ROFE SIONAL (5.0 psf) on member(s). 13) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-16, 14-15 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 Ib uplift at joint 1, 707 Ib uplift atjoint 13 and 262 Ib uplift �a� W. at joint 15. 15) This truss has been designed in accordance with the 2009 IBC Section 2303.4 6, 2009 IRC Section 802.10.2. 16) Attic room checked for LJ360 deflection. ENGINEER 17) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is put into service. +1r 18) '-0 If shown, field installed members are an integral part of this design. To ensure proper performance, all field installed members must be installed prior to pE.p gt.� ,� t applying any loading to the truss. r' r/VV 10121109 ®WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TPI1-2002. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricalion,quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation avaliable from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templatesWfp.tpe(D copyright 2009 by: Universal Forest Products, Inc. SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House WALL LINE: A STORY: WALL TYPE: 1 S DESIGN CRITERIA: BUILDING SPECS: Wind Speed (V3s) 120 Roof Pitch 9:12 Exposure Category C Total Stories 3 Exposure Factor 1.39 Wall Height (ft) 8 SHEAR WALL SPECS: WALL ADJUSTMENT FACTORS: Ply 1 -Side Ply 2 -Side 7/16" WSP with 1/2" Gypsum 6" Edge Nailing [Per Table 3.17D] 1.00 0.65 Min. Segment Ratio 3.5:1 4" Edge Nailing [Per Table 3.17D] 0.74 0.44 Min. Segment Length (ft) 2.29 3" Edge Nailing [Per Table 3.17D] 0.60 0.35 APA Narrow Wall Length (ft) 1.33 2" Edge Nailing [Per Table 3C] 0.47 0.26 APA Narrow Wall 1.00 0.65 SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath Full Height Sheathing Length Required (ft) Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj Wall Construction [Table A -3.17B] [fable A -3.17B] Segmented (ft) PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 9.81 It / 0.44 x 436 plf / 17.5 ft x 8 ft = 4445 lbs Perforated -- 9.81 ft / 0.44 x 436 plf / 29.5 ft x 8 ft = 2637 lbs 6.66 59 1.32 12.95 TOP PLATE SPLICE: Shear -- 9.81 ft / 0.44 x 436 plf = 9723 lbs Top plate splice to be 12.66 ft long fastened with two rows of (38) 0.131" x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 9723 Unit Shear (#/ft)= 330 Perimeter Bands to be connected to plate below with ( 3) 0.148" toe -nails per foot NOTES: Perforated Shear Walls Used Unless Otherwise Noted SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House STORY: 1 WALL LINE: B WALL TYPE: S DESIGN CRITERIA: BUILDING SPECS: Wind Speed (V3s) 120 Roof Pitch 9:12 Exposure Category C Total Stories 3 Exposure Factor 1.39 Wall Height (ft) 8 SHEAR WALL SPECS: WALL ADJUSTMENT FACTORS: 7/16" WSP with 1/2" Gypsum 6" Edge Nailing [Per Table 3.17D] Min. Segment Ratio 3.5:1 4" Edge Nailing [Per Table 3.17D] Min. Segment Length (ft) 2.29 3" Edge Nailing [Per Table 3.17D] APA Narrow Wall Length (ft) 1.33 2" Edge Nailing [Per Table 3C] APA Narrow Wall SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath [Table A -3.17B] Full Height Sheathing Length Required (ft) [Table A -3.17B] Wall Height Adjustment [Per Footnote 21 Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 7.81 ft / 0.35 x 436 plf / 13.5 ft x 8 ft = 5762 lbs Perforated -- 7.81 ft / 0.35 x 436 plf / 29.5 It x 8 ft = 2637 lbs 6.66 46 1.5 11.71 TOP PLATE SPLICE: Shear -- 7.81 ft / 0.35 x 436 plf = 9723 lbs Top plate splice to be 12.66 ft long fastened with two rows of (38) 0.131" x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 9723 Unit Shear (#/ft)= 330 Perimeter Bands to be connected to plate below with ( 3) 0.148" toe -nails per foot NOTES: Perforated Shear Walls Used Unless Otherwise Noted Ply 1 -Side Ply 2 -Side 1.00 0.65 0.74 0.44 0.60 0.35 0.47 0.26 1.00 0.65 /OF NEtV <\A°MAs �N � o,P Q" r L7 j a_ L 0= n W A 080526 f �� �0 ES Sko SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House WALL LINE: 1 STORY: WALL TYPE: DESIGN CRITERIA: BUILDING SPECS: Wind Speed (V3s) 120 Roof Pitch 9:12 Exposure Category C Total Stories 2 Exposure Factor 1.39 Wall Height (ft) 8 SHEAR WALL SPECS: WALL ADJUSTMENT FACTORS: Ply 1 -Side Ply 2 -Side 7/16" WSP with 1/2" Gypsum 6" Edge Nailing [Per Table 3.17D] 1.00 0.65 Min. Segment Ratio 3.5:1 4" Edge Nailing [Per Table 3.17D] 0.74 0.44 Min. Segment Length (ft) 2.29 3" Edge Nailing [Per Table 3.17D] 0.60 0.35 APA Narrow Wall Length (ft) 1.33 2" Edge Nailing [Per Table 3C] 0.47 0.26 APA Narrow Wall 1.00 0.65 SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath Full Height Sheathing Length Required (ft) Wall Height Adjustment [Per Footnote 21 Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj Wall Construction [Table A -3.17A] [Table A -3.17A] Segmented (ft) PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 21.28ft / 0.74 x 436 plf / 24.9 ft x 8 ft = 4027 lbs Perforated -- 21.28ft / 0.74 x 436 plf / 31.5 ft x 8 ft = 3183 lbs 6.66 79 1.14 24.25 TOP PLATE SPLICE: Shear -- 21.28ft / 0.74 x 436 plf = 12535 lbs Top plate splice to be 16.32 ft long fastened with two rows of (49) 0.131" x 3.25" nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 12535 Unit Shear (#/ft)= 398 Perimeter Bands to be connected to plate below with ( 3) 0.148" toe -nails per fc NOTES: Perforated Shear Walls Used Unless Otherwise Noted SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House STORY: 1 WALL LINE: 2 WALL TYPE: E DESIGN CRITERIA: BUILDING SPECS: Wind Speed (V3s) 120 Roof Pitch 9:12 Exposure Category C Total Stories 3 Exposure Factor 1.39 Wall Height (ft) 8 SHEAR WALL SPECS: WALL ADJUSTMENT FACTORS: 7/16" WSP with 1/2" Gypsum 6" Edge Nailing [Per Table 3.17D] Min. Segment Ratio 3.5:1 4" Edge Nailing [Per Table 3.17D] Min. Segment Length (ft) 2.29 3" Edge Nailing [Per Table 3.17D] APA Narrow Wall Length (ft) 1.33 2" Edge Nailing [Per Table 3C] APA Narrow Wall SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath [Table A -3.17A] Full Height Sheathing Length Required (ft) [Table A -3.17A] Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 21.28ft / 0.74 x 436 plf / 25.3 ft x 8 ft = 3964 lbs Perforated -- 21.28ft / 0.74 x 436 plf / 31.5 It x 8 ft = 3183 lbs 4.5 80 1.11 23.62 Ply 1 -Side Ply 2 -Side 1.00 0.65 0.74 0.44 0.60 0.35 0.47 0.26 1.00 0.65 TOP PLATE SPLICE: Shear -- 21.28ft / 0.74 x 436 plf = 12535 lbs Top plate splice to be 16.32 It long fastened with two rows of (49) 0.131" x 3.25" nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 12535 Unit Shear (#/ft)= 398 F NE,W Perimeter Bands to be connected to plate below with ( 3) 0.148" toe -nails per foot �Q�p � N :MA �yQ S NOTES:CO Q Perforated Shear Walls Used Unless Otherwise Noted * q A r Q < Cr K080502,rbl \PES SI06- SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: LOCATION: WALL LINE: DESIGN CRITERIA: Wind Speed (V3s) Exposure Category Exposure Factor SHEAR WALL SPECS: 7/16" WSP with 1/2" Gypsum Min. Segment Ratio Min. Segment Length (ft) APA Narrow Wall Length (ft) 29312 Main House STORY: 2 C WALL TYPE: S BUILDING SPECS: 110 Roof Pitch 9:12 C Total Stories 3 1.39 Wall Height (ft) 8 WALL ADJUSTMENT FACTORS: Ply 1 -Side Ply 2 -Side 6" Edge Nailing [Per Table 3.17D] 1.00 0.65 3.5:1 4" Edge Nailing [Per Table 3.17D] 0.74 0.44 2.29 3" Edge Nailing [Per Table 3.17D] 0.60 0.35 1.33 2" Edge Nailing [Per Table 3C] 0.47 0.26 APA Narrow Wall 1.00 0.65 SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath [Table A -3.17B] Full Height Sheathing Length Required (ft) [Table A-3.1713] Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 14.7ft / 1 x 436 plf / 20.66 ft x 8 ft = 2482 lbs Perforated -- 14.7ft / 1 x 436 plf / 29.5 ft x 8 ft = 1738 lbs 4.5 70% 1.18 17.35 TOP PLATE SPLICE: Shear -- 14.7ft / 1 x 436 plf = 6409 lbs Top plate splice to be 8.35 ft long fastened with two rows of (26) 0.131 " x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 6409 Unit Shear (#/ft)= 217 F Y Perimeter Bands to be connected to plate below with ( 2) 0.148" toe -nails per foot �Q NOMAS NOTES: Perforated Shear Walls Used Unless Otherwise Noted r q 080526 ti � FES S10! SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House STORY: 2 WALL LINE: D WALL TYPE: S DESIGN CRITERIA: BUILDING SPECS: Wind Speed (V3s) 120 Roof Pitch 9:12 Exposure Category C Total Stories 3 Exposure Factor 1.39 Wall Height (ft) 8 SHEAR WALL SPECS: WALL ADJUSTMENT FACTORS: Ply 1 -Side Ply 2 -Side 7/16" WSP with 1/2" Gypsum 6" Edge Nailing [Per Table 3.17D] 1.00 0.65 Min. Segment Ratio 3.5:1 4" Edge Nailing [Per Table 3.17D] 0.74 0.44 Min. Segment Length (ft) 2.29 3" Edge Nailing [Per Table 3.17D] 0.60 0.35 APA Narrow Wall Length (ft) 1.33 2" Edge Nailing [Per Table 3C] 0.47 026 APA Narrow Wall 1.00 0.65 SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) 29.50 Endwall Length, W (ft) 31.50 Shear Wall Line Beneath [Table A -3.17B] Roof, Ceiling, & 1 Floor Full Height Sheathing Length Required (ft) [Table A -3.17B] 14.70 Wall Height Adjustment [Per Footnote 2] 1.00 Wall Adjustment [Per Table 3.17D] 0.60 Full Height Sheathing Length Provided (ft) 13.50 Full Height Sheathing Length Required Adj - Segmented (ft) 8.82 Wall Construction Single Sided @ 3 edge PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 8.82ft / 0.6 x 436 plf / 13.5 ft x 8 ft = 3798 lbs Perforated -- 8.82ft / 0.6 x 436 plf / 29.5 ft x 8 ft = 1738 lbs 4.5 46 1.38 12.17 TOP PLATE SPLICE: Shear -- 8.82ft / 0.6 x 436 plf = 6409 lbs Top plate splice to be 8.35 ft long fastened with two rows of (26) 0.131" x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 6409 Unit Shear (#/ft)= 217 Perimeter Bands to be connected to plate below with ( 2) 0.148" toe -nails per foot� QO AEW r0� NOTES: Perforated Shear Walls Used Unless Otherwise Noted j u! A 080526 v �FESS1©jj SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: LOCATION: WALL LINE: DESIGN CRITERIA: Wind Speed (V3s) Exposure Category Exposure Factor SHEAR WALL SPECS: 7116" WSP with 1/2" Gypsum Min. Segment Ratio Min. Segment Length (ft) APA Narrow Wall Length (ft) 29312 Main House STORY: 2 3 WALL TYPE: E BUILDING SPECS: 120 Roof Pitch 9:12 C Total Stories 3 1.39 Wall Height (ft) 8 WALL ADJUSTMENT FACTORS: Ply 1 -Side Ply 2 -Side 6" Edge Nailing [Per Table 3.17D] 1.00 0.65 3.5:1 4" Edge Nailing [Per Table 3.17D] 0.74 0.44 2.29 3" Edge Nailing [Per Table 3.17D] 0.60 0.35 1.33 2" Edge Nailing [Per Table 3C] 0.47 0.26 APA Narrow Wall 1.00 0.65 SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath (Table A -3.17A] Full Height Sheathing Length Required (ft) [Table A -3.17A] Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 18.3ft / 1 x 436 plf / 28.3 ft x 8 ft = 2255 lbs Perforated -- 18.3ft / 1 x 436 plf / 31.5 ft x 8 ft = 2026 lbs 4.5 90 1.05 19.22 TOP PLATE SPLICE: Shear -- 18.3ft / 1 x 436 plf = 7979 lbs Top plate splice to be 10.39 ft long fastened with two rows of (32) 0.131" x 3.25" nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 7979 Unit Shear (#/ft)= 253 Perimeter Bands to be connected to plate below with ( 2) 0.148" toe -nails per foot NOTES: Perforated Shear Walls Used Unless Otherwise Noted SHEAR WALL DESIGN: 2001 WFCM (PRESCRIPTIVE METHOD) PROJECT: 29312 LOCATION: Main House WALL LINE: 4 DESIGN CRITERIA: Wind Speed (V3s) Exposure Category Exposure Factor SHEAR WALL SPECS: 7/16" WSP with 1/2" Gypsum Min. Segment Ratio Min. Segment Length (ft) APA Narrow Wall Length (ft) STORY: WALL TYPE: SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath [Table A -3.17A] Full Height Sheathing Length Required (ft) [Table A -3.17A] Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 18.3ft / 1 x 436 plf / 23.2 ft x 8 ft = 2751 lbs Perforated -- 18.3ft / 1 x 436 plf / 31.5 ft x 8 ft = 2026 lbs 4.5 74 1.15 21.05 TOP PLATE SPLICE: Shear -- 18.3ft / 1 x 436 plf = 7979 lbs Top plate splice to be 10.39 ft long fastened with two rows of (32) 0.131 " x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 7979 Unit Shear (#/ft)= 253 , Perimeter Bands to be connected to plate below with ( 2) 0.148" toe -nails per foot NOTES: Perforated Shear Walls Used Unless Otherwise Noted I 9:12 3 8 Ply 1 -Side Ply 2 -Side BUILDING SPECS: 120 Roof Pitch C Total Stories 1.39 Wall Height (ft) 0.26 WALL ADJUSTMENT FACTORS: 0.65 6" Edge Nailing [Per Table 3.17D] 3.5:1 4" Edge Nailing [Per Table 3.17D] 2.29 3" Edge Nailing [Per Table 3.17D] 1.33 2" Edge Nailing [Per Table 3C] APA Narrow Wall SEGMENTED SHEAR WALL DESIGN: Sidewall Length, L (ft) Endwall Length, W (ft) Shear Wall Line Beneath [Table A -3.17A] Full Height Sheathing Length Required (ft) [Table A -3.17A] Wall Height Adjustment [Per Footnote 2] Wall Adjustment [Per Table 3.17D] Full Height Sheathing Length Provided (ft) Full Height Sheathing Length Required Adj - Segmented (ft) Wall Construction PERFORATED SHEAR WALL DESIGN: Maximum Opening Height (ft) Percent Full Height Sheathing Perforated Length Increase Factor [Table 3.17E] Full Height Sheathing Length Required Adj - Perforated (ft) OVERTURNING FORCE: Segmented -- 18.3ft / 1 x 436 plf / 23.2 ft x 8 ft = 2751 lbs Perforated -- 18.3ft / 1 x 436 plf / 31.5 ft x 8 ft = 2026 lbs 4.5 74 1.15 21.05 TOP PLATE SPLICE: Shear -- 18.3ft / 1 x 436 plf = 7979 lbs Top plate splice to be 10.39 ft long fastened with two rows of (32) 0.131 " x 3.25' nails staggered @ 2"oc per side PERIMETER BAND TO TOP PLATE OR SILL PLATE BELOW: Shear Force (#) = 7979 Unit Shear (#/ft)= 253 , Perimeter Bands to be connected to plate below with ( 2) 0.148" toe -nails per foot NOTES: Perforated Shear Walls Used Unless Otherwise Noted I 9:12 3 8 Ply 1 -Side Ply 2 -Side 1.00 0.65 0.74 0.44 0.60 0.35 0.47 0.26 1.00 0.65 HEAT LOSS CALC QN- 29312 DATE: 7/12/13 BY: SKB STATE: NY WALL TYPE 2x 6 (ONLY 2x4 & 2x6) LR DR 1 1 2 2 0.0 0.0 15.75 15.75 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DATA: FLOOR(1,2,3SINGLE) # OF EXT. WALL(S): LENGTH WIDTH 15.75 CLG HGT 0.0 EXT WALL .30 WIND .32 WIND .34 WIND .36 WIND .38 WIND .42 WIND .14 DOOR (SOLID) .28 DOOR (GLASS) .32 DOOR (GLASS) .39 DOOR (GLASS) WALL LOSS CLG LOSS FLR LOSS AIR INF WATT LOSS BTUH LOSS WATT PROV BTUH PROV REQ'D ELEC SIZE(IN) REQ'D HWBB SIZE(FT) ACTUAL ELEC INST'D ACTUAL HWBB INST'D NOTES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 1.00 1.00 "U" VALUES: CEILING: 0.040 FLOOR: 0.053 WALL: 0.053 DELTA T: 85 USE H6 FOR R21/C6 FOR R17 R30=.040 R38=.026 R42=.024 R49=.020 R19=.053 R30=.040 KIT BATH#1 BATH#2 BR#1 BR#2 BR#3 1 2 2 2 2 2 1 1 1 2 2 2 0.0 0.0 0.0 0.0 0.0 0.0 15.75 15.75 15.75 15.75 15.75 15.75 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 20 20 20 20 1.00 1.00 1.00 1.00 1.00 1.00 OF NEt1, OZ 7--,0 1810 5 0246 �pES sl ON� BR#4 BATH#3 NOOK FOYER FAMILY 2 1 1 1 1 1 1 1 1 2 0.0 0.0 0.0 0.0 0.0 15.75 15.75 15.75 15.75 15.75 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 20 20 20 1.00 1.00 1.00 1.00 1.00 TOTAL 0.0 0.0 0.0 29.5 15.75 15.75 15.75 31.50 0.0 0.0 0.0 17.0 0.00 0.00 0.00 122.00 0.0 0.0 264.6 264.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 41.9 41.9 0.0 0.0 0.0 0.0 0.0 0.0 80.0 80.0 0.0 0.0 0.0 0.0 0 0 7681 17024 0 0 0 3159 0 0 0 4186 0 0 0 24170 0 0 0 14214 0 0 0 48539 0 0 0 0 0 0 0 0 20 20 20 1.00 1.00 1.00 0.00 0.00 OMIT HEAL HEAT LOSS CALC QN- 29312 DATE: 7/12/13 BY: SKB STATE: NY WALL TYPE 2x 2 DATA: FLOOR(1,2,3SINGLE) # OF EXT. WALL(S): LENGTH WIDTH 15.75 CLG HGT 0.0 EXT WALL .30 WIND .32 WIND .34 WIND .36 WIND .38 WIND .42 WIND .14 DOOR (SOLID) .28 DOOR (GLASS) .32 DOOR (GLASS) .39 DOOR (GLASS) WALL LOSS CLG LOSS FLR LOSS AIR INF WATT LOSS BTUH LOSS WATT PROV BTUH PROV REQ'D ELEC SIZE(IN) REQ'D HWBB SIZE(FT) ACTUAL ELEC INST'D ACTUAL HWBB INST'D NOTES: 6 (ONLY 2x4 & 2x6) LR DR 1 1 2 2 0.0 0.0 15.75 15.75 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 1.00 1.00 "U" VALUES: CEILING: 0.040 FLOOR: 0.053 WALL: 0.053 DELTA T: 85 USE H6 FOR R21/C6 FOR R17 R30=.040 R38=.026 R42=.024 R49=.020 R19=.053 R30=.040 KIT BATH#1 BATH#2 BR#1 BR#2 1 2 2 2 2 1 1 1 2 2 0.0 0.0 0.0 0.0 0.0 15.75 15.75 15.75 15.75 15.75 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 20 20 20 1.00 1.00 1.00 1.00 1.00 BR#3 BR#4 BATH#3 NOOK FOYER FAMILY 2 2 1 1 1 1 2 1 1 1 1 2 0.0 0.0 0.0 0.0 0.0 0.0 15.75 15.75 15.75 15.75 15.75 15.75 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 20 20 20 20 20 1.00 1.00 1.00 1.00 1.00 1.00 TOTAL 0.0 0.0 0.0 29.5 15.75 15.75 15.75 31.50 0.0 0.0 0.0 17.0 0.00 0.00 0.00 122.00 0.0 0.0 264.6 264.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 41.9 41.9 0.0 0.0 0.0 0.0 0.0 0.0 80.0 80.0 0.0 0.0 0.0 0.0 0 0 7681 17024 0 0 0 3159 0 0 0 4186 0 0 0 24170 0 0 0 14214 0 0 0 48539 0 0 0 0 0 0 0 0 20 20 20 1.00 1.00 1.00 0.00 0.00 OMIT HEAL O Z(�❑DES AND REGULATI❑NS 2010 ENERGY CONS. CONSTRUCTION CODE -CURRENT EDITION 2008 NATIONAL ELECTRICAL CODE 2010 RESIDENTIAL CODE OF NYS NY UNIFORM FIRE PREVENTION & BLDG CODE -CURRENT EDITION WIND LOADS DETERMINED PER COUNTY PER NY CODES. SEE THE ATTACHED MEC/RES ENERGY COMPLIANCE REPORT FOR COMPLIANCE WITH THE ENERGY CODE, SITE L❑CATI❑N: SOUTH❑LD COUNTY: SUFFOLK PT -29312 SN— INSTALLED R—VALUES ROOF: 30 WALLS: 19 w/H❑USE WRAP FLOORS: R-19 ON SITE BY BUILDER DESIGN CRITERIA DESIGN LOADS THIS BUILDING IS CONSTRUCTED TO WITH STAND THE FOLLOWING LOADS GROUND SNOW LOAD 20 PSF CEILING JOISTS (STORAGE) 20 PSF = LIVE LOAD 10 PSF OR ACTUAL WEIGHT = DEAD LOAD WALLS WIND LOAD: 120 MPH, 43 PSF, EXPOSURE 'C' SEISMIC CATEGORY 'B' FLOORS 40 PSF = LL (NON -SLEEPING AREAS) 30 PSF = LL (SLEEPING AREAS) 10 PSF OR ACTUAL WEIGHT = DEAD LOAD NUMBER OF FLOORS ON THIS PLAN ; 2 SYSTEM APPROVAL NUMBER I M 0497-02-073 "THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JANUARY 23, 2009 UNDER SYSTEM NUMBER M0497-02-073" CONSTRUCTION TYPE VB *WOOD FRAME UNPROTECTED' HEIGHT OF THREE ST❑RIES ABOVE A BASEMENT, CELLAR, OR FINISHED GRADE. USE GROUP CLASSIFICATI❑N I RCNYS VB OCCUPANCY ONE AND TWO FAMILY DWELLINGS IfiI VIES LIVERPOOL OPERATIONS 10642 S. SUSQUEHANNA TRAIL LIVERPOOL, PA 17045 (717) 444-3395 FAX (717) 444-7577 WWW. EXCELHOMES. COM Approved 10-6-13 D.Feeney GENERAL NOTES THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF EXCEL HOMES. THE METHODS OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE DRAWINGS WITHOUT THE CONSENT OF EXCEL HOMES IS PROHIBITED. EXCEL HOMES WILL BE CONSIDERED AS A 'SUB -CONTRACTOR' IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A 'GENERAL CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS ENCLOSED ARE FOR DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING MODULE AND ITS CONSTRUCTION. COMPLETE BUILDING PROJECT DESIGN (IE. SITE, FOUNDATION, DECK OR PORCHES, ETC.) SHALL BE BY OTHERS, ALL NOTES PERTAINING TO 'IN -FIELD', 'ON-SITE', OR 'BY BUILDER' SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THESE PLANS MUST NOT BE SCALED FOR DIMENSIONAL REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCES. THE THIRD PARTY AGENCY SHALL BE PFS CORP. LABEL SHALL BE LOCATED AS FOLLOWS: DATA AND THIRD PARTY LABELS SHALL BE MOUNTED ON WALL BELOW KITCHEN SINK. ADDITIONAL THIRD PARTY LABEL TO BE LOCATED IN EACH MODULE FOR NEW JERSEY. ADDITIONAL STATE INSIGNIA TO BE INSTALLED IN EACH MODULE FOR MASS. AND RHODE ISLAND. DISCRETE MODELS SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION IN ANY MANNER. MODELS RANCH A SINGLE LEVEL UNIT CONSISTING OF TWO TO SIX MODULES, PLACED ON EITHER A CRAWL SPACE OR A FULL BASEMENT FOUNDATION. T -RANCH A FOUR TO SIX MODULE, SINGLE LEVEL HOME, PLACED ON EITHER A CRAWL SPACE OR A FULL BASEMENT FOUNDATION BI-LEVEL,T-LEVEL A SINGLE LEVEL UNIT CONSISTING OF TWO TO SIX MODULES, PLACED ON A FULL BASEMENT FOUNDATION, WITH A SPLIT ENTRY. FRONT MODULE MAY OVERHANG FOUNDATION 24' MAX. SPLIT LEVEL A FOUR TO SIX MODULE, TWO LEVEL HOME, PLACED ON A HALF BASEMENT AND HALF CRAWL SPACE FOUNDATION WITH A SPLIT STAIR SERVING THE UPPER LEVEL AND BASEMENT. LEVELS MAY HAVE EITHER A 4'-0' OR A 4'-8' ELEVATION DIFFERENCE CAPE COD A TWO TO SIX MODULE RANCH MODEL WITH AN OPTIONAL UNFINISHED 12/12 ROOF PITCH ROOF SYSTEM WHICH MAY INCLUDE A FULL SHED DORMER. THIS AREA MAY BE SITE FINISHED BY BUILDER OR BY HOME OWNER FOR ADDITIONAL BEDROOMS. TWO STORY A FOUR TO SIX MODULE, TWO LEVEL HOML, PLACED ON EITHER A CRAWL SPACE OR A FULL BASEMENT FOUNDATION DUPLEX A TWO, FOUR, OR SIX MODULE UNIT INTENDED TO BE A TWO FAMILY DWELLING. DUPLEX MAY BE RANCH, BILEVEL, OR TWO STORY AND PLACED ON A CRAWL SPACE OR A FULL FOUNDATION. >K DENOTES MODEL TYPE a DRAWING IN'DEX DESCRIPTION Ll LLJ V j DRAWN BY: JS CHECKED BY: DATE: 10/3/13 REVISED: ,;0c SCALE: NONE DISK NO: 29312C I SHEET 1 I e cel HOMES WWW.EXCELHOMES.COM *±L31'-4" TOP OF SILL TO PEAK 8'-0" 2ND FLOOR CEILING HEIGHT 2ND FLOOR FLOOR 8'-0" 1ST FLOOR COILING HEIGHT THIS HOME HAS BEEN DESIGNED SPECIFICALLY FOR: WOODHULL 2400 PINE NECK RD SOUTHOLD, NY 11971 SUFFOLK COUNTY VENT -- ROOF SHINGLES---_ Nei MIKE MEN SUN 1-0-70FOI IN NEI Iniffol -- ROOF SHINGLES --_ PINPOINT CONSTRUCTION FRONT ELEVATION SITE CONDITIONS: GROUND SNOW LOAD: I �I WIND SPEED: I�) EXPOSURE C SEISMIC CATEGORY: I�I .■..■. —1 V MEN I�I VB WOOD FRAME UNPROTECTED MODEL: IMENNUM... lu■� ���IIIIIIIIIIII11111��� Li�j� ��� i1II n_�g ���IIIIIIIIIIIII1111��� 111111111 ��������� ��n� �II�IIII111 IIIIIIIII 1 ST ,,. FLOOR ., , O I GRADE VARIES I PO AND NOTES:• D 1. ITEMS SHOWN ON THE EXTERIOR ELEVATION DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY By BUILDER. 1ROOF SYSTEM BY EXCEL HOMES, INC. PINPOINT CONSTRUCTION FRONT ELEVATION SITE CONDITIONS: GROUND SNOW LOAD: 20 PSF WIND SPEED: 120 MPH EXPOSURE C SEISMIC CATEGORY: B USE GROUP: SINGLE FAMILY CONSTRUCTION TYPE: VB WOOD FRAME UNPROTECTED SQUARE FOOTAGE: FIRST FLOOR 923 SO. FT. SECOND FLOOR 923 SO. FT. BONUS ROOM: SO. FT. GARAGE: - SQ FT. TOTAL: 1,848 S4 FT. OVERALL SIZE 31'-" x 2W -W MODEL: ULTIMA PLUS T1A PT-#: STATE: 29312 NY ❑ PD SON ❑SN ❑SD BUILDER PINPOINT CONSTRUCTION CUSTOMERlPROJECT: WOODHULL ex FMES WWW FXCFjJA0MFS rOM THE PROPERTY OF EXCEL J HOMES GROUP, U.C. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED UJI Y Z Y W x U LLZ c x O Z 0 F- a Of U W w a r N O O O 0 0 z z z z 2 a p 0 a 0 DRAWING TITLE COVER SHEET SCALE: SHEET: NTS 1 1 ■■■ MEN ■ MEN SON COLUMNS, STEPS, RAIUNG, PORCH U. AND LEFT ELEVATION HEADER TO BT SUPPLED SUPAND INSTAORT POSTS ED BY BUILDER. TEMPORARY SUPPORT POSTS ANDROOF SYSTEM BY EXCEL HWES, INC. NOTES: 1. ITEMS SHOWN ON THE EXTERIOR ELEVATION DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY COLUMNS, STEPS, RAIUNG, PORCH FIR. AND HEADER TO BE SUPPLED AND INSTALLED BY BUILDER. TEMPORARY SUPPORT POSTS AND ROOF SYSTEM BY EXCEL HOMES, INC. RIGHT ELEVATION PTL#: STATE: 29312 NY DPD MON ❑SN ❑SD BUILDER PINPOINT CONSTRUCTION CUSTOMER/PROJECT: WOODHULL e)cc e ■ HOMES 1AILARAI rV^\IrP ^^kA OF N E!v y , y\0MAs T O,p cc LU m 080526 9oPes slo v THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED Lu YZ Y W S U Z ?) 2 LL LL m QY d d N LL En N C2 2 W Q ❑ O N � r W 0 0 b Z Z Z I Z o. 0 0 0 0 DRAWING TITLE: ELEVATIONS SCALE: SHEEP: NTS 1 2 2� NOTES: 1.2x6 EXT WALLS ® 16" O.C./2x4 MARR WALLS ® 16" O.C. 2.8'-0" CLG HT. 3.2x10 SPF#2 FLOOR JOISTS @ 16" O.C. 4. MW PRO CLS VIN DBL HUNG WINDOWS 5. CEILING DRYWALL WILL BE OMITTED FOR ALL ON-SITE PLUMBING CONNECTIONS 6. CLG BEAM OVER BATH#3 TO BE: 2-1 1 /2"x11 1 /4"x29'-6" M.L. 7. BASED ON 120 MPH WIND LOAD & EXPOSURE "C" 8. ROOF & WALL CONNECTIONS ARE PER 120 MPH CALCULATIONS 9. WINDOWS INSTALLED WILL MEET OR EXCEED THE DP RATING LISTED AT EACH WINDOW 10. SITE LOCATION: SOUTHOLD, NY; SUFFOLK COUNTY; 20 PSF GROUND SNOW LOAD 11. BLDR INSTALLED HEATING SYSTEM TO COVER A 49,000 BTU LOSS 12. MIN. R-19 FLOOR INSULATION REQUIRED PER N.Y.S.E.C.C. 13. A WEATHER PROTECTIVE BARRIER THAT MEETS THE REQUIREMENTS OF ASTM D226 WILL BE INSTALLED UNDER THE VINYL SIDING '#2 (A) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 4"o.c. EDGE & 12"o.c. FIELD. 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 4"o.c. EDGE & 12"o.c. FIELD. (B) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 4"o.c. EDGE & 12"o.c. FIELD. 7/16" STRUCTURAL SHEATHING FASTENED WITH Bd COMMON NAILS 0 4"o.c. EDGE & 12"o.c. FIELD. (1) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 4"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (2) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED NTH 8d COMMON NAILS 0 4"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. DOUBLE STUDS 0 ALL HOLD DOWN LOCATIONS. CORNERS CONSTRUCTED PER CODE ALL OTHER CONNECTIONS PER EXCEL'S NYS APPROVED SYSTEMS MANUAL PTL#: STATE: 29312 NY 0 P SUN ❑SN ❑SD BUILDER PINPOINT CONSTRUCTION CUSTOMERIPROJECT: WOODHULL eXcel HOMES THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED 0 w `U Z L 2 U Z < x w w m g Q Y - d E cl ❑ z 0 a W U uj w w IL N W W Q N - ❑ O N M r m 0 0 o a z z z z z a 0 CI (3 0 DRAWING TITLE FIRST FLOOR PLAN SCALE: SHEET: NTS 3 I I M 19, 2I r 29'-6 2 1 1 1 SAFETY DP48 CM5T14 (Cl noaF 3naau nota :naa�� n A71 -n I gag1 I (Cl r.Msrla CMST14 (U) MW BM PRE -MULL DP43" 76 3/4"x57 5/8"R.O. 3046M-2 [20'-4% r 5'-11" 8'-10" 23'-7" NOTES: 1.2x6 EXT WALLS @ 16" O.C./2x4 MARR WALLS ® 16" O.C. 2.8'-0" CLG HT. 3.2x10 SPF#2 FLOOR JOISTS @ 16" O.C. 4. ROOF SYSTEM TO BE 24" O.C. 5. MW PRO CLS VIN DBL HUNG WINDOWS 6. FLR GIRDER UNDER BR1/HALL TO BE: 2-2x10x29'-6" SPF#2 7. ROOF & WALL CONNECTIONS ARE PER 120 MPH CALCULATIONS 8. WINDOWS INSTALLED WILL MEET OR EXCEED THE DP RATING LISTED AT EACH WINDOW 16'-7h' DP38M 13'-1%"MW 76 3/48"x^57 5/8 R 0. PRE -MULL I D304SM-2 2 8)6 (D) CMST14 8'-10" 5-11" BUILDER TO DESIGN, SUPPLY, AND INSTALL ALL HOLD DOWNS TO RESIST GIVEN VALUES AT " X " LOCATIONS JPERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH Bd COMMON NAILS ® 6"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (D) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 3"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (3) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 6"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (4) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 6"o -c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. PTL#: 29312 El I'D MON ❑ BUILDER PINE CONSTRUC _ CUSTOMER/PROJECT: WOODHULL eAllilI S 1AAAAA/ CV/%CLJjaft1C0 I`IHU OF NEl.� y 4.NOMAS A, 0 080526 4liC 9oFEs s'tONP I HIS UHAWI U UtSIGN Iti THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED W L) Z Y W ?i U Z 2 LL LL 07 ❑ z O LL L) U w 0 w IL E2 3 U W ❑ O N �, n � 0 0 0 0 2 2 2 2 zn.0000 DRAWING TITLE SECOND FLOOR PLAN DOUBLE STUDS ® ALL HOLD DOWN LOCATIONS. CORNERS CONSTRUCTED PER CODE SCALE: I SHEET: ALL OTHER CONNECTIONS PER EXCEL'S NYS APPROVED SYSTEMS MANUAL NTS 4 HDR: 2-2x6 SPF#2 HOR: 2-2x6 SPF#2.o DR: 2-2x6 S om 12'-8" 4'-6" - N o UN Arse a26o M N S, > o o N "'� 130" x 32" x 21 Q 4 4'-1" Q J <n CD X30" o x84 1 /2" R.O. o BATH M2 r BEDROOM #1 "' j ox N 15'-Y2" N z 191.43 SO FT o 15.31 LIGHT REq'D 7.66 VENT READ 24 _ - - - _ --- r1 OMIT " x rn 21.60 LIGHT PROW, 11.40 VENT PRO 4 -1 84 1/2" R.O. ��\IXTURE �\ IL 'n N IL -7}¢"44 -5�- I 4'-2 /�� Ij'F NN n 1Q2X6 • 24"8'-0 166" REQDI x84 1/2" 01 z a l ox l I < N I OFH 0 I WALK-IN I • S-9" CLOSET CL I BATH #1L__ -J6' rRED 30 3" ® w W 6'-4" 2'-0° 3'-8° IDS—I I \ 3 -3" W Q "0 x 24" I I I I STAIR GEOM'Y M "O Q U N LIN I I I I (73/4" MAX R. N CLO I U M i� WOOD CLO I I I I 10" MIN TREAD) SHELVES HALL 1 1 1 1 1 1\ 30" 30 24" 60" I o I H M z m BEDROOM #2 BEDROOM #3 < n - 133.78 SQ FT 10.70 LIGHT REq'D 159.14 SQ FT 12.73 LIGHT REq'D v r� 5.35 VENT REQ D LIGHT PROVO I43.2 6.37 VENT REQ Q LIGHT PROV D 0032.40 In 17.10 VENT PROVO VENT PROV'D 1) CL CLO a. M I 2 i4e,22.8 0" � I 12'-0" LHDR: 16'-1�"HDR: 2-2x10 SPF#2 -2x6 SPF#2 HDR: 2-2x10 SPF#2 CMST14 (U) MW BM PRE -MULL DP43" 76 3/4"x57 5/8"R.O. 3046M-2 [20'-4% r 5'-11" 8'-10" 23'-7" NOTES: 1.2x6 EXT WALLS @ 16" O.C./2x4 MARR WALLS ® 16" O.C. 2.8'-0" CLG HT. 3.2x10 SPF#2 FLOOR JOISTS @ 16" O.C. 4. ROOF SYSTEM TO BE 24" O.C. 5. MW PRO CLS VIN DBL HUNG WINDOWS 6. FLR GIRDER UNDER BR1/HALL TO BE: 2-2x10x29'-6" SPF#2 7. ROOF & WALL CONNECTIONS ARE PER 120 MPH CALCULATIONS 8. WINDOWS INSTALLED WILL MEET OR EXCEED THE DP RATING LISTED AT EACH WINDOW 16'-7h' DP38M 13'-1%"MW 76 3/48"x^57 5/8 R 0. PRE -MULL I D304SM-2 2 8)6 (D) CMST14 8'-10" 5-11" BUILDER TO DESIGN, SUPPLY, AND INSTALL ALL HOLD DOWNS TO RESIST GIVEN VALUES AT " X " LOCATIONS JPERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH Bd COMMON NAILS ® 6"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (D) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 3"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (3) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 6"o.c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. (4) PERFORATED, 7/16" STRUCTURAL SHEATHING FASTENED WITH 8d COMMON NAILS ® 6"o -c. EDGE & 12"o.c. FIELD. 1/2" GYPSUM WALLBOARD FASTENED WITH 5d COOLER NAILS ® 7"o.c. EDGE & 12"o.c. FIELD. PTL#: 29312 El I'D MON ❑ BUILDER PINE CONSTRUC _ CUSTOMER/PROJECT: WOODHULL eAllilI S 1AAAAA/ CV/%CLJjaft1C0 I`IHU OF NEl.� y 4.NOMAS A, 0 080526 4liC 9oFEs s'tONP I HIS UHAWI U UtSIGN Iti THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED W L) Z Y W ?i U Z 2 LL LL 07 ❑ z O LL L) U w 0 w IL E2 3 U W ❑ O N �, n � 0 0 0 0 2 2 2 2 zn.0000 DRAWING TITLE SECOND FLOOR PLAN DOUBLE STUDS ® ALL HOLD DOWN LOCATIONS. CORNERS CONSTRUCTED PER CODE SCALE: I SHEET: ALL OTHER CONNECTIONS PER EXCEL'S NYS APPROVED SYSTEMS MANUAL NTS 4 2ND FUR. DROP (2-2" CONDUIT) ELEC. DROF 24' COILS 2ND FUR. DROP (2-2' CONDUIT) ELEC. DROF 8' COILS F----------- 1 lL2008N ECS * THIS PLAN MAY HAVE ADDITIONAL APPLIANCES/FIXTURES ADDED TO THE ELECTRICAL SCHEMATIC AND/OR PANEL BOX PROVIDING THE LOADING DOESN'T EXCEED THE MAXIMUM ALLOWED BY STATE & LOCAL CODES. * E -CUTOFF SWITCH ON-SITE BY OTHERS PER ALL STATE & LOCAL CODES. * ALL BRANCH CIRCUITS SUPPLYING 15 & 20 AMPERE OUTLETS IN LIVING SPACES ARE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12.2008 NEC. * PER 406.11 OF 2008 NEC ALL 125 -VOLT, 15 AND 20 AMP RECEPTS INSTALLED IN AREAS SPECIFIED BY 210.52, SHALL BE LISTED TAMPER RESISTANT TYPE. CAN LIGHTS ARE TO BE TYPE "I.C." LOW VOLTAGE LINES DROPPED AT SAME LOCATION AS CIRCUITS WITH THE SAME FOOTAGE OF COILS MAXIMUM WIRES IN 2" CONDUIT (6) #12 GAUGE 8 #14 GAUGE LOW VOLTAGE LINES IN SEPARATE CONDUIT CHIME BOX TRANSFORMER LOCATION: RANCH - IN ATTIC ABOVE THE CHIME BOX CAPE - IN ATTIC BEHIND THE KNEE WALL IN LINE WITH THE CHIME BOX 2 -STORY - SHIPPED LOOSE FOR SITE INSTALLATION PTL#: 29312 ❑PD NON C BUILDER VIM CONSTRUC CUSTOMER/PRWECT: WOODHULL e)ccel HOMES pF NEtV co 080526 �Q- A9°FFs s�oNP Al THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED o I Y Z Y =3 � U Z ❑ z O F= a Ir U U W W Q 0 0 0 o z z z zz za0ClC+0 DRAWING TITLE FIRST FLOOR ELECTRICAL PLAN SCALE: SHEET: NTS 5 ELEC. DROP TO 1ST FLOOR W/36' COILS ELEC. DROP TO 1ST FLOOR W/20' COILS F------------ I 2008NEC L------------ J ID BOX/BLOCKING (ON-SITE FAN) I 6'-5" I I I I I ____ P'-0" CLG1 166" REQD� A z - L I A I A o cl) x I AC DC C4 SD 1 a I ATTIC LIGHT JBOX IN CLG„ - I I I I I I I I I I BOX/BLOCKING (ON-SITE FAN) ♦, --_J in eWHIRLPOOL MOTOR ( GFI� PEX IS USED F ------------------------------------- -----7 �J ---- IU1 i � � I I T I P I I I I I I I L__ L I I F I I I I I II -------------J IDN I I \ J \ Td JBI, X IN B�SMI � FFgR 1 T LR IS3 I `I \ S3 I I I I I\ SS I AC DC I SD I I I I I 161-111, BOX/BLOCKING J (ON-SITE FAN) m .n * THIS PLAN MAY HAVE ADDITIONAL APPLIANCES/FIXTURES ADDED TO THE ELECTRICAL SCHEMATIC AND/OR PANEL BOX PROVIDING THE LOADING DOESN'T EXCEED THE MAXIMUM ALLOWED BY STATE & LOCAL CODES. * E -CUTOFF SWITCH ON-SITE BY OTHERS PER ALL STATE & LOCAL CODES. * ALL BRANCH CIRCUITS SUPPLYING 15 & 20 AMPERE OUTLETS IN LIVING SPACES ARE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12.2008 NEC. * PER 406.11 OF 2008 NEC ALL 125 -VOLT, 15 AND 20 AMP RECEPTS INSTALLED IN AREAS SPECIFIED BY 210.52, SHALL BE LISTED TAMPER RESISTANT TYPE. PTL#: STATE: 29312 NY ❑PD WON ❑SN ❑SD BUILDER rIIINrUlN I I CONSTRUCTION CUSTOMER/PROJECT: WOODHULL ece I HOMES lAAAAAl CVt`C AACC l -AAI of NES Y ANO MA S O,p 08052rOv 11 R�FESSIOX I MIS UKAWIN UtSI(iN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED 6 Lu Y Z Y Lu 3 2 U 3 2 1L LL m Q Y a a � 0 z O a 0 U U W O r z_ Lu Lu N W J ri A DRAW NG TITLE SECOND FLOOR ELECTRICAL PLAN SCALE: SHEET: NTS 1 6 1'-0" 2'-1" 5134#-- (MAX) -------------------- - - - - - - - - - - - - - - - - - - - - - - - 95b4# • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 112284# I I I I I I I I I I I xJ NOTES: 2700# - - - 2700/ 1) THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN SHALL BE DESIGNED FOR YOUR SPECIFIC SITE AS REQUIRED PER LOCAL CODE. 2) ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE RESPONSIBILITY OF EXCEL HOMES' BUILDER. FOUNDATION WALL, FOOTER, LOLLY COLUMNS & PADS ARE ALL TO BE DETERMINED ON-SITE IN ACCORDANCE WITH LOCAL CODES & CONDITIONS 3) REINFORCED MASONRY UNIT REQUIRED AT CENTER BEARING LOCATIONS. 4 LOLLY COLUMNS ARE TO BE SPACED ACCORDING TO SPAN SCHEDULE BASED ON TYPE OF HOUSE, LOCAL SNOW LOAD & WIDTH OF UNIT. ADD'L COLUMNS MAY BE REQ'D & ARE NOTED ON FLOOR PLAN. LOLLY COLUMN SPACING IS BASED ON MIN. 1/2"x6"x12" STEEL PLATE BETWEEN COLUMN & CENTER BEAM. 5) FOUNDATION IS TO BE CONSTRUCTED IN ACCORDANCE w/ALL APPLICABLE CODES. 6 FOUNDATION SIZES REFLECT WOOD TO WOOD DIMENSIONS OF MODULAR UNITS, ALLOWING SHEATHING AND SIDING TO OVERHANG THE FOUNDATION. IF STYROFOAM IS USED FOUNDATION MAY BE INCREASED IN LENGTH AND WIDTH TO ACCOMODATE. 7) PERIMETER FLOOR JOISTS TO BE ATTACHED TO SILL PLATE w/16d NAILS AT 16" O.C. 8 INSTALLATION OF WASHER, DRYER AND/OR WATER HEATER IN BASEMENT PER STATE AND LOCAL CODES IS THE RESPONSIBILITY OF MODULAR MANUFACTURERS, BUILDER. 9) SMOKE DETECTORS IN BASEMENT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO PROVIDE AND INSTALL. (COIL WIRE IN BSMT BY MODULAR MANUFACTURER, INC) 10) CRAWL SPACE FOUNDATION REQUIRES A MINIMUM 18"x24" ACCESS OPENING, INSECT & RODENT PROOF CROSS VENTS WITHIN 3' OF CORNERS AND PROVIDE 1/150 OF FLOOR AREA WITH VENTILATION. 11) SEE MODULAR MANUFACTURERS' SUBMISSION SET PAGE FOR ADDITIONAL NOTES AND DETAILS. 12 GFCI RECPT AND LIGHTS FOR BASEMENT AND CRAWLSPACES PER ALL STATE AND LOCAL CODES 133"BACKFILLING AND TAMPING TO BE DONE PER LOCAL REQUIREMENTS" PTLA STATE: 29312 NY El PD MON ❑SN ❑SD BUILDER VINFUiN i I CONSTRUCTION CUSTOMER/PROJECT: WOODHULL e ce HOMES WWW.EXCELHOMES.COM THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED 0 w U Y Z W 2 U 2 LL w Co Y d d t CL N W U Q N h W r O O N� n m 0 0 O O Z Z Z Z Z a 0 Q D O DRAWING TITLE FOUNDATION PLAN SCALE: SHEET: NTS 1 7 2.8 SILL PLATE I ----------------------------------------------- - r " 5/8" BOLT w/3 "x3" SQ WASHER INTERGR PILASTERS EQUAL REQUIRED ® 10'-0 XOR N C O.C. WHEN BACKFILL EXCEEDS 4'-0" IN HEIGHT I (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS FOUNDATION DESIGNER TO DESIGN, SUPPLY, AND INSTALL I I I I I ALL HOLD DOWNS TO RESIST GIVEN VALUES AT "X " LO TIO I I I I , I , I I I I I I I I I I I I I I I I I I I I I I 23'-4" 16'-0" 6'-8" 1 I I ADLLY COLUMN ADD LOLLY COLUMN I ADD LOLLY COLUMN D LO HOLD DIMENSION HOLD DIMENSION HOLD DIMENSION I I I 6'-2" 7'-4" 4'- 4'-8" 6'-B" I I I — I I I j �=, I I I I I I I I I I I I I I I 14,722# 13,048# 10,416# 12,335# I j I e I I I I I I I I I I I I I I I I I I I rn I I I I I I I I I I I I I I I I FND SYSTEM SHALL BE DESIGNED TO RESIST I THE MINIMUM LOADS (OR AS REQ'D BY LOCAL JURISDICTION) I 211 PLF UPLIFT I I I I 438 PLF SHEAR I I I I -------------------------------------------- L-----_---_ J I ,22a4#1 ----------------------------------------------- FZ I ; I PORCH o "UNEXCAVATED" I j�-- I -------------------------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 112284# I I I I I I I I I I I xJ NOTES: 2700# - - - 2700/ 1) THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL FOUNDATION DESIGN SHALL BE DESIGNED FOR YOUR SPECIFIC SITE AS REQUIRED PER LOCAL CODE. 2) ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE RESPONSIBILITY OF EXCEL HOMES' BUILDER. FOUNDATION WALL, FOOTER, LOLLY COLUMNS & PADS ARE ALL TO BE DETERMINED ON-SITE IN ACCORDANCE WITH LOCAL CODES & CONDITIONS 3) REINFORCED MASONRY UNIT REQUIRED AT CENTER BEARING LOCATIONS. 4 LOLLY COLUMNS ARE TO BE SPACED ACCORDING TO SPAN SCHEDULE BASED ON TYPE OF HOUSE, LOCAL SNOW LOAD & WIDTH OF UNIT. ADD'L COLUMNS MAY BE REQ'D & ARE NOTED ON FLOOR PLAN. LOLLY COLUMN SPACING IS BASED ON MIN. 1/2"x6"x12" STEEL PLATE BETWEEN COLUMN & CENTER BEAM. 5) FOUNDATION IS TO BE CONSTRUCTED IN ACCORDANCE w/ALL APPLICABLE CODES. 6 FOUNDATION SIZES REFLECT WOOD TO WOOD DIMENSIONS OF MODULAR UNITS, ALLOWING SHEATHING AND SIDING TO OVERHANG THE FOUNDATION. IF STYROFOAM IS USED FOUNDATION MAY BE INCREASED IN LENGTH AND WIDTH TO ACCOMODATE. 7) PERIMETER FLOOR JOISTS TO BE ATTACHED TO SILL PLATE w/16d NAILS AT 16" O.C. 8 INSTALLATION OF WASHER, DRYER AND/OR WATER HEATER IN BASEMENT PER STATE AND LOCAL CODES IS THE RESPONSIBILITY OF MODULAR MANUFACTURERS, BUILDER. 9) SMOKE DETECTORS IN BASEMENT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO PROVIDE AND INSTALL. (COIL WIRE IN BSMT BY MODULAR MANUFACTURER, INC) 10) CRAWL SPACE FOUNDATION REQUIRES A MINIMUM 18"x24" ACCESS OPENING, INSECT & RODENT PROOF CROSS VENTS WITHIN 3' OF CORNERS AND PROVIDE 1/150 OF FLOOR AREA WITH VENTILATION. 11) SEE MODULAR MANUFACTURERS' SUBMISSION SET PAGE FOR ADDITIONAL NOTES AND DETAILS. 12 GFCI RECPT AND LIGHTS FOR BASEMENT AND CRAWLSPACES PER ALL STATE AND LOCAL CODES 133"BACKFILLING AND TAMPING TO BE DONE PER LOCAL REQUIREMENTS" PTLA STATE: 29312 NY El PD MON ❑SN ❑SD BUILDER VINFUiN i I CONSTRUCTION CUSTOMER/PROJECT: WOODHULL e ce HOMES WWW.EXCELHOMES.COM THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED 0 w U Y Z W 2 U 2 LL w Co Y d d t CL N W U Q N h W r O O N� n m 0 0 O O Z Z Z Z Z a 0 Q D O DRAWING TITLE FOUNDATION PLAN SCALE: SHEET: NTS 1 7 FIBERGLASS (CLASS I OVER 1S,y BUIL[ 2.6 SUB -1 ALUMINUM DRIF 6" ALUMINUM VENTED VINYL SO VINYL `J" 2-2x6 Tc R-19 INSULATION ./VAPOR TOWARD CONDITIONS 4/4 VINYL EXTERIOR ON-SITE BY BUILDEF 2x6 SPF#2 ® 1 7/16" O.S.B. EXTERIOR S DOUBLE 2.10 SPFIy2 PERIMETEI DOUBLE 2.12 SPF#2 PERIMETEI R-19 INSULATION w/VAPOR TOWARD CONDITIONE 7/16" O.S.B. EXTERIORS 4/4 VINYL EXTERIOR 2x6 SPFj#2 ® 1 DOUBLE 200 SPF#2 PERIMETEI 2xB TREATED SILL (ON-SITE BY SUR PTL#: STATE: 29312 NY CPO MON ❑SN ❑SD BUILDER PINPOINT CONSTRUCTION CUSTOMERIPROJECT: WOODHULL ece HOMES WWW.EXCELHOMES.COM ENERGY STAR ISTAR I4�PARTTNER II THIS DRAWING AND DESIGN IS THE PROPERTY OF EXCEL HOMES GROUP, LLC. ANY REPRODUCTION OF THE DRAWING OR DESIGN IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXCEL HOMES GROUP, LLC. ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DRAWING MAY BE REVERSED LU ❑ Y Y LU Z 2 U Z 2 LL LL m 2 d O Y O z O H a U co W ❑ 2 K W IL . U N M M M M ❑ O N M n O O 0 z z z z zD_0000 DRAWING TITLE: SECTION SCALE: SHEET: NTS 8 0 M 0 N M O �n N N 251-811 281 -loll El ,� � ••' El J • T -4'/z" 18'-3" 311411 E E E. E E. `6" 25'-0" 291-611 N SOF NE�V 54'-6" �� 3. oFFA rod 4111' FOUNDATION PLAN No o16L ,oR 72 SCALE: 1/4" = 1l-0" sslo P i 0 DRAWN BY: JR Saturday, May 17, SCALE: 1/4" = V-01' SHEET NO A-2 lie (VIF) 23'-6" 51-411 J • , u 1 1 Q' De � � I Q I p ' °v j ! , 0 o• � e � D,.e . o. a D e . o, v e �' D e . c• v e v D e � 1 1 4 r--------------------------------------------------------------------- I 1 t I Q 1 t I I > 1 1 ° I p I 1 I . 1 ' I TOP OF FIN. FLOOR' --------------------------------- ------------------------------- , --� 4 ' D v i I " TO MATCH HOUSE i a "' ° D e �' D e o• a p e o, a p e 1 1 X I ----------- r------------ -------------- 1 1 1 1. '4 1 I ry 1• I -------------------------- I •' I , 1 1 f 1 ( � 1 1 1 t I • I 1 ' I L — — — — — — — — 1 1 I v I 1 v o 1 STUD WALL (ON ACQ PLATE) ; • I � a 1 l i I ON SLAB, CONTINUE TO CLG. v 1 1 I I V 1 1 C 1 t ! 1 I 1 • I z 1 I I . I 1 1 1 I • I I ' U'1 « 1 , . 1 I 1 • I , I m m � 0 , 1 ! 1 D I ' O I V I J LL 1 1 • I , I 1 •° 1 1 v 4 I 1 I I I a GARAGE { , 5'-6" 7111 41.811 41.811 61.011 ; , 1 I 4" CONC. SLAB REINFORCED I , i WITH 6X610/tOWMMON , ,• �__� �___ --• _ � �___ ___� ;___ ___; _ ___' I 1 1 i COMPACTED SOIL OR CRUSHED STONE (4) 2X10 FLU H GIRDER BY MANU ACTURER ;_ I UP 1 v 1 1 1 t 4" DIA STEEL COLUMN w/ I v e 3'x3'x1' CONC. FTG ° m 5 -- -----(3) IY4 REBAR EA WAY--_— 3" OFF BOTTOM OF FTG. ' 1 1 i TOP OF •--, v ' >• 4 WALL z Lr) d 1 4 DOWELS i I . 1 1 I D (CONTINUOUS 1 a 1 ------------------------------------------------------------v 1 m • d ; ; -,o-- J i O INSIDE OF o pa •--------------------------- ' u BASEMENT D 4 I 1 , I V 1 1 1 • WALL DETAL D ' , I 1 1 I 1 p I I. a• -- ---- - V 4-_- .----- V a V a 'v- .----: -- V a ,v- � --- : - v -a ------ v - -- -v - - - - - - - -77 ,- v a �T -------------------------------- -------------------------------------------------------- � El ,� � ••' El J • T -4'/z" 18'-3" 311411 E E E. E E. `6" 25'-0" 291-611 N SOF NE�V 54'-6" �� 3. oFFA rod 4111' FOUNDATION PLAN No o16L ,oR 72 SCALE: 1/4" = 1l-0" sslo P i 0 DRAWN BY: JR Saturday, May 17, SCALE: 1/4" = V-01' SHEET NO A-2 lie r": -C N..tRn"mM "vovl DEAD 1=1 F\/ATT(11V "1. I mom""' I I II �nEiilm! , OF OC UPANf%v UT _ O 1 M `N DR RETAIN TORM WATER RUNO PURSUA 4T TO CHAPTER 236 OF THE I OWN CODE. WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDRORNE DBRIS PROTECTION FASTENING SCH-"F Fdl WOOD STRUCIURAE IMNEIS WOOD STM1C OX PANELS WITH A MINIMUM M OCNESS OF 7116 - AND MAXPNM PANEL SPAN OF. FEET WALL BE P0047W FOR OPENING PROTECTION M ONE AND TWO-STORY BULDINGS. PANELS 9411L E PRECUT TO COVER GLAZED OPENINGS WRH ATTAQ"W HARDWARE PRODDED. (REFER 70 SECTION 1609 14,160 L 5 AND TARE 16M 14 OF N Y.S. 01510114TLAL 0DOSTR11TON OODE). TOS IS NOTA SURSTIIlTI NN FOR DESIGN PRESSURE ALL OPENINGS MUST HAVE DESIGN-FRESSURE UPGRADES WIRE APPLICAKIL ALL PANELS MUST E CUTTO SIE AND NEAOYTO 116E ON ANY NEW WINDOWS AND DOORS SMUT IERS MUST E MARIO:D FOR W"AT OPENING IT KTOODVEIL HARDWARE MUST AQUR►ANY SHUTIERS FOR INSTALLATION LEFT ELEVATION SCALE: 1/8" = 1'-0" a0 O 8" PC WALL Dti m 16"X8" CONC. SLAB (2) 1164 REBAR FRONT ELEVATION SCALE: 1/8" = 1'-0" ML RIDGEqt @16"OC (3) 1-314X11-7/8 ML w/ (2)1/2" STEEL PLATE LO 5/8" TYPE -X FIRE RATED SHEETOCK ON WALLS AND CEILING a0 SLAB, REINFORCED 4- t8NZ. w V Z w D w � J v A J W a C:) CROSS SECTION SCALE: 1/4" = 1'-0" APPROVED S NOTED DATE:7i 4iB.. #--4 ©� FEE B - NOTIFY BUILDING D PARTMENT AT' 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECT ONS: 1. FOUNIDATION 0 REQUIRED FOR POURED CRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTR CTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WIT ALL CODES OF NEW YORK STA E & TOWN CODES F s0p4pG*4&a _ s D SOLMOLMWMTEES N.Y.Sr9EE�— c r -L L►.R 1E'F.-R CERTIFICATION ON LE/:0 CONTEW BEFORE . CERTIFICATEIOF OCCUPANCY - SOLDER USED IN WATER 5Uppi- Y SYSTEM -ddNN07' EXCEED 21f0 OF I % L>EAU. PLUMBING LL PLUMBING WAS NATER LINES NEE FS G BEFORE COVE TING --- OCCUPANCY OR Use Is UNI� 'WIiCON-(w OF OC UPANf%v UT _ O 1 M `N DR RETAIN TORM WATER RUNO PURSUA 4T TO CHAPTER 236 OF THE I OWN CODE. EE,�, M� •S Vc • � � 1 OO- CE, o� 0 DRAWN BY: JR Monday, October 2 2( I SCALE: 1/4" = 1'-0" I; SHEET NO I O Qo o� 0 DRAWN BY: JR Monday, October 2 2( I SCALE: 1/4" = 1'-0" I; SHEET NO I 0 M 251-811 L-----------------------------------------------------------------------------, -------------------------------------------------------------------------i 1 I I I I 1 t NOTE: FOUNDATION DESIGNED TO BE SUPPORTED BY 3000psf SAND AND GRAVEL. IF DURING EXCAVATION, THAT IS NOT ENCOUNTERED - CONTACT ENGINEER 54'-6'1 2 01-211(VI F) 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 8'-0". EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING 2). FOUNDATION TO HAVE 16'X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #4 CONTINUOUS RE -BAR ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. FOUNDATION PLAN. SCALE: 1/4" = 1'-0" 58-41' 11 .-----------------, 1 a 1 1 D 1 1 , 1 I V 1 I _ 1 T-4"(VIF) 4). PROVIDE 2X8 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OI FIBERGLASS SILL GASKET. 5). PROVIDE 5/8" DIA ANCHOR BOLTS ATT -0" O.C. AND W/I 1'-O" OF CORS INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 8" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 6). AREA WELLS FOR OPENINGS TO BE VERIFIED IN FIELD. 7). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS w/ HARDWARE FOR EXTERIOR GLAZED OPENINGS. u W v z W 0 w cam/ DRAWN BY: A Monday, October 2 SCALE: 1/4" = 1'-0" SHEET NO I o 1p 2( O 1 v - N 9 0 25'-8" 191-0I' 3'-3" 3'-511 TW2036 18'-O" 12'-6" I_ 12'-6" 25'-O" L1 n 1ST. FLOOR PLAN. SCALE: 1/4" = 1'-0" NEW BILCO DOOR w/ 18" EXTENSION (VIP) LOCATION TO BE CONFIRMED IN FIELD w/ OWNER PRIOR TO CONSTRUCTION MODULAR HOUSE BY OTH E RS w V Z w D Q 0% V w z w z/�� F4 CD n4 N A a 0 0 Cn DRAWN BY: JR Monday, October 2 SCALE: 1/4" = V-0" SHEET NO A-3 2( 45 MIN FIRE RATED DOOR I I w/ SELF-CLOSING HINGES 1 I AND STEELJAMB(TYP.) m MUDROOM � 1 1 Lj k' ON j FV.LF WnLL JI < �, 1< V 1 N � IX O O 1 , O X Ln ' 1 M 'm al En �1 Q 1 (2) 9-1/2 ML 1 1 3 2'-3�/" z ,1 1, UO i-611 1 1 o II � 1 1 II 1 1 � ui 1� PULL-DOWN' STAIRS (VIF) ,I 1 1 I, 1 1 1 1 ----- --------------- (3) 1-3/4X11-7/8 ML w. (2) 1/2' STEEL FLITCH PLATE UPSET BEAM =--==-- 6X6 PC WERLAM 6X6 POWERLAf\ CO UMN COLUMN 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS V AND CEILING PER CODE �o m 00 1 '' ' O 1 N 1 1 1 � 1 1 Q\ 1 ' O ' d � � O W 1 1 m N 1 1 1 1 1 1 i 1 1 1 ' 1 (3) 1-3/4X16 ML HEADER ' 18'-O" 12'-6" I_ 12'-6" 25'-O" L1 n 1ST. FLOOR PLAN. SCALE: 1/4" = 1'-0" NEW BILCO DOOR w/ 18" EXTENSION (VIP) LOCATION TO BE CONFIRMED IN FIELD w/ OWNER PRIOR TO CONSTRUCTION MODULAR HOUSE BY OTH E RS w V Z w D Q 0% V w z w z/�� F4 CD n4 N A a 0 0 Cn DRAWN BY: JR Monday, October 2 SCALE: 1/4" = V-0" SHEET NO A-3 2( _o N M 0 0 25'-8" I ........... --l. .. 100% RUNOFF, 2" RAIN / HP: 151 CU.FT INSTALL (1) 8'dia., T DRYWELL (169 CF CAP.) ROOF PLAN SCALE: 1/4" = V-0" DRAWN BY: JR Monday, October 21, 2( SCALE: 1/4" = V-0" SHEET NO i 1 0 oa FN , DEEB Gj DRAWN BY: JR Monday, October 21, 2( SCALE: 1/4" = V-0" SHEET NO i 1 0 oa WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD a 6�( BOTTOM PLATE e RIDGE LEDGERBATHTUB HEADER DOUBLE JOIST �Ll% � SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION APPLICATION USP NUMBER DESCRIPTION APPLICATION AND KAKE5 — } PROVIDE HEI -MED EZ tz;=Zl av AND BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC 4'-8- 1ST. ADSS HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION Wl ANCHOR BOLTS 2ND. ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/ THREADED ROD. ON ALL OPENINGS LOCATION JUSP NUMBER DESCRIPTION APPLICATION FLASHING LAPS - -, LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 1-1/4'x30" 18ga. STRAP ALL OPENINGS LSTA12 1-1/4'x12" 20ga. STRAP APPLY TO EACH JACK STUD USP NUMBER ROOF LSTA24 1-1/4'x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER RAFTER/PLATE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD INSTALL 4'0" O.C. 14"- 16* 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER 1-1/4"46" 18ga. STRAP WALL STUD THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP -SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' ` VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS C+48"OG BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA - BETWEEN WALL FINISH AND GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION APPLICATION AND KAKE5 — } PROVIDE HEI -MED EZ tz;=Zl av AND INSTALL 4'0" O.C. 4'-8- LSTA24 1-1/4"x24' 20ga. STRAP AND JACK STUDS CONNECT TO ID -314"x 18ga. TYDOWN ANCHOR EACH RAFTER 8" -12" RAFTER RT20 ON ALL OPENINGS BE SUPPORTED WITH ALL JOISTS CONNECTED TO A FLUSH HEADER FLASHING LAPS - -, 4" • 8" INSTALL4'0" O.C. 8"- 14" LSTA30 1-1/4'x30" 18ga. STRAP AND JACK STUDS USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS RAFTER/PLATE RT15 INSTALL 4'0" O.C. 14"- 16* LSTA36 1-1/4"46" 18ga. STRAP AND JACK STUDS ION ON ALL OPENINGS ALL OPENINGS ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER THE SPACE VENTILATED, ALL OPENINGS ONTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH CONTIN, SOFFIT /EXT. PLYWOOD PROVIDE HEMMED EDGE AT \� OFF rtv�r 11•a nnlu vv I -- - OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDEREADER SIDE ALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4V'OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 'FLASHING TO FORM CHANNEL � AND SO AS TO MAINTAIN AIR / GAP TO PREVENT CAPILLARY ACTION USP NUMBER LOCATION USP NUMBER DESCRIPTION APPLICATION AND KAKE5 — } PROVIDE HEI -MED EZ tz;=Zl av AND vrL INGS Or T ll,G l IN DIMEN-14. ROOF VENTILATION / SOFFITED EAVE DETAIL PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS 4" - 6' RAFTER RT10 CONNECT TO ID -314"x 18ga. TYDOWN ANCHOR EACH RAFTER 8" -12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHORI EACH RAFTER \� OFF rtv�r 11•a nnlu vv I -- - OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDEREADER SIDE ALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4V'OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD p t4REINFORCING BAR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 518" DIA. ANCHOR BOLT AND KAKE5 — } PROVIDE HEI -MED EZ tz;=Zl av AND ! to KIPS ) SUBFLOOR AS TO FORM DRAINAGE CHANNELS PREVENT CAPILLARY ACTION PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2"TO BE SUPPORTED WITH ALL JOISTS CONNECTED TO A FLUSH HEADER FLASHING LAPS - -, 4" • 8" LSTA36 1-1/4'x36" 18ga. STRAP INSTALL4'0" O.C. AND JACK STUDS �— WOOD JOISTS LOCATION USP NUMBER DESCRIPTION APPLICATION AT BOTTOM - RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH CRAWL SPACE OR FOUNDATION ON ALL OPENINGS SILL PLATE TO FOUNDATION RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO THE PROPER STEEL CONNECTOR. NEOPRENE - -� 2xx8 CONTINUOUS WOOD PLATE 6 /2 7YP. CONC. FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS RAFTER TO PLATE ` CONC. SLAB AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS V 8" -16' MSTA48 1-1/4"x48.16ga STRAP INSTALL 4'0" O.C. AND JACK STUDS DAMPPROOF EXTERIOR 1-2 STORIES v CONFORM TO SLOPE OF ROOF TO ALLOW FOR SHRINKAGE. E REDUCE BUMP OUTS �,`� e PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD EMIL POLY ON EXTERIOR —(SLAB -ON -GRADE) ON ALL OPENINGS1 I STEEL COLUMN - It e V A p t4REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 518" DIA. ANCHOR BOLT DBL. SILL PLATE ! to KIPS ) SUBFLOOR SUPPORTING MAXIMUM SPACING FLASHING LAPS - -, TERMITE SHIELD SILL GASKET SILL PLATE TO FOUNDATIONROOFING 1 STORY �— WOOD JOISTS AT BOTTOM - CRAWL SPACE OR FOUNDATION TYPICAL SEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36' OC NEOPRENE - -� 2xx8 CONTINUOUS WOOD PLATE 6 /2 7YP. CONC. FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS A ` CONC. SLAB CRAWL SPACE OR FOUNDATION V GASKET -, ` BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR 1-2 STORIES v WHERE NEEDED FOR STRUCTURAL BRACING. 6 MIL, POLY GRANULAR FILL �,`� e ROOF JACKS 4 VENTS DETAIL I I 1/2 DIA. BOLTS 48" o.c. STAG. EMIL POLY ON EXTERIOR —(SLAB -ON -GRADE) I STEEL COLUMN - It e V A d . C p I , • ( ROOF JACK ��� �� a STEEL BEAM e v CONC. SLAB ' e o ) q , v / / 111 `��` 4" x 1/4" x 8' STEEL • • ^ COMPACT FILL 3, �� TOP AND BOTTOM PLATE e V / e + ROOFING LAPS WIT14 1/2 x b ANCHOR BOLT KEYWAY FOOTING . A, V A Q .e e CONC. FTG. e . a �'e G . ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS FLASHING AT SIDES AND TOP . �� `. 1/2" GROUT I , (USPLBPS58ORBP583) _ t• CTGGI I•N IIMAI p t4REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 518" DIA. ANCHOR BOLT ! to KIPS ) DRAIN TILE —�• v 1 SUPPORTING MAXIMUM SPACING FLASHING LAPS - -, + SILL PLATE TO FOUNDATIONROOFING 1 STORY 72' OC AT BOTTOM - CRAWL SPACE OR FOUNDATION TYPICAL SEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36' OC STEEL / BOTTOM BEARING TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5T OC WHERE NEEDED FOR STRUCTURAL BRACING. ROOF JACKS 4 VENTS DETAIL —(SLAB -ON -GRADE) �-- SUBFLOOR B I CONC. SLAB DOORFRAME 6X610/10GARAGE I G) JOIST COMPACT FILL 4' SLADOOR I USE 2X5 FOR BLOCKOUT STEEL BEAM j� QSLOPE P.T. PLATE I j' �, W/ 6 �6 WI�M • : = 4"DRIVEWAY—� NOTCH 30IST AND AC r�ll (WITH A NAILING PLATE IF TUSTNEED"EIG' j 1/2" AIR ACE " I/Z ' '� ' TO BE APROX. 1/2" OR HIGHER THAN AT END AND •' GRADE ' - Q ' - , zf _ -"- - z� "'' - 'C 4 DES OF WOOD p ° .� ; . STEEL BEAM TO ALLOW FOR SHRINKAGE a BEAMS • ! O� ! (PROVIDE STRAPPING TO KEEP JOISTS ALIGN ) l)'• 6x6 W.W.M. ° ° ° o� • ° —I , n . •, N F: w ,•. 12' = • `� ,o d ,e /1 • e NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM e ° • w �� �— MIN. c 4° e•° • I I P' C EfDi,-j'�� ;wtn REINFORCING BAR . c '• REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • c •.. DRAIN TILE I� —►I ,� • • , 1 y s •a SHEET METAL / 30x FELT UNDER BEAM AT POINT � • C L) �• ! �• • 5T BtAM 12* OF CONTACT WITH CONCRETE OR CONC. BLOCK • r, . P. TE OLTE TO EA M) Ij J TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) x4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • . SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) x4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SEAM POCKET A ESS` v W V Z U-1 D DRAWN BY: JR Monday, October 21, 2( SCALE: 1/4" = 11-011 SHEET NO GEERAL NOTE GJ' ' `� WIND FRAMING NOTES NAIL SPACING 1). 1-1/4' RIDGE -TO -RAFTER ASSEMBLY: x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails required each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER -TO -WALL ASSEMBLY: framing and shear wall connections for rafter, ceiling or truss to top plate shalt be in 8' WALL: 3-8d COMMON CONSTRUCTION NOTES: in 1). The information within this set of construction documents is related to basic design 2). intent and framing details. They are intended as a construction aid , not a substitute Lateral for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters trusses shall be attached to the wall top plate and the wall top plate shall be attached to State building codes. The General Contractor is responsible for providing standard or details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building construction sound and a weatherproof completed product. shalt be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in with table 3.3b. When wail studs above do not fall in line with studs below, the These codes are to be considered as part of the specifications for this building and accordance studs shall be attached to a common member in the floor assembly with uplift connectors in should be adhered to even If In variance with the plan. accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4), WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no' connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom 3 inch square washes shall be used with the anchor bolts. Anchor bolt precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. plate, spacing is to be spaced and sized In accordance to table 32a. in addition to spacing, 6-12 inches from the end of a sill plate and all CEILING JOIST LAPS anchor bolts are to be spaced between 5). Refer to the Window and Door schedule for exterior openings. comers. 6). The General Contractor Is to ensure that masonry or prefobracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear wails with a minimum of 7/16 inch wood structural panel on the exterior or exceeds manufacture's specifications and applicable codes. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified such as bookcases, shelving, pantry, closets, trims, etc. in table 3.15a -b. 8). Wind load requirements shall be taken into account during construction. 6) TYPE ii EXTERIOR SHEARWALL CONNECTIONS: END FOUNDATION NOTES: Type it exterior shearwalis shall meet the requirements of table 3.15a -b times the appropriate 2 - 8d COMMON length adjustment factors in table 3.16. 1). The General Contractor and Mason to review plans, elevations, details and notes to TO RAFTER determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: NAIL Allowable sidewali lengths provided in table 3.14 shall be permitted to be increased when 2 . All footings to rest on undisturbed (virgin) soil. MIN. SOIL STRENGTH AT 2000psi) g (r9 ) ( p) interior shearwalls are used. Sheathing and connections shall be in accordance with 3). Provide 112" expansion joint material between concrete slabs and abutting 2.4 4.2 and 22.4 respectively. concrete or masonry wails occuring In exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: NAIL Header and/or girder connections shall be attached with uplift connections in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table be installed with #4 re -bar, 18' long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs a is to be used as a structural beam, the rafters shall either be notched and rid a 9). CATHEDRAL CEILING ASSEMBLY: here 9 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge 6" maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. DECK AND COVERED PORCH NOTES: 8x16 cast Iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 8). Drainage as per town and N.Y.S. Residential Construction Code. 2 . Girders for deck ists to be bolted to each post with washers and nuts. ) joists Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2' dia x 7" long anchor bol with washers and nuts. Footings Shall be 3 ft. ENERGY CALCULATIONS below grade. Porches with covered roofs shall have 12' dia. concrete piers for the girders. 2). Unless otherwise noted, all framing and structural wood material to be #2 +BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 Inch flashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 71. All joists to be supported wlth hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). and blocking where applicable. S). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING NOTES anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic tile installed shall be verified for proper bad capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in floorjoists at 8'0 o.c.. Use solid blocking in floorjoists 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, under all bearing walls. provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2' thick, 4 -ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 21). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General 1 1 . All bathroom walls to have 1/2' thick moisture resistant sheetrock. Garage walls and Contractor and owner for final review and approval. ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. i ELECTRICAL NOTES: 12). All roof with a pitch less than 4:12 shall be Installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). Al electrical work shall be approved by a qualified Underwriter. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 The installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. NAILING SCHEDULE PnnF FRAMINr;" JOINT DESCRIPTION NAIL QTY. NAIL SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMON ND END E NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER END END NAIL a5msmei nmi iII►\rec - JOINT DESCRIPTION NAIL QTY. NAIL SPACING NOTES TOP PLATE TO 2-16d COMMON PER FACE NAIL TOP PLATE TOE NAIL FOOT SEE NOTE: 1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSECTIONS TOE NAIL EA. SIDE NAIL STUD TO 2 -16d COMMON 24" FACE NAIL STUD TOE O.C. EM. BALCONIES HEADER TO 16d COMMON 16" O.C. FACE HEADER TOE ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 20 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: NAIL PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE:1,2 END JOIST OR BLOCKING NAIL BAND JOIST 3.16d COMMON 00H FRAMINV: QNI JOiNT DESCRIPTION NAIL QTY. NAIL SPACING NOTES JOIST TO: 4 - Sd COMMON PER TOE NAIL ., TOP PLATE OR GIRDER WFCM - SBC JOIST WEATHERING BRIDGINGEACH 2 - 8d COMMON 5d COOLERS TOE NAIL TO JOIST I END DESIGN CRITERIA BLOCKINGEACH 2 - 8d COMMON AS PER FLOOR PLANS CROSS SECTION AND GENERAL TOE TO JOIST EM. BALCONIES END NAIL BLOCKING TO: 3 -16d COMMON EACH TOE SILL OR TOP PLATE MODERATE TO HEAVY BLOCK NAIL LEDGER STRIPEACH 3 -16d COMMON 20 FACE TO BEAM 40 JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER I TOE TO BEAM GAURDRAILS (ANY DIRECTION) JOIST NAIL BAND JOIST 3.16d COMMON PER END TO JOIST (ROOF - FOUNDATION) JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE:1 ")nit= (Zur=ATujnjrr" JOINT DESCRIPTION QNI NAIL GYPSUM 8d COMMON S ACING STRUCTURAL PANEL gd AS PER TABLE 3 8 7/16" OSB 6d COMMON WFCM - SBC rai!S1■ivrS.`laN I;I10Ift JOINT DESCRIPTION NAIL QTY. NAIL SPACING GYPSUM 8d COMMON 7" O.C. EDGE WALLBOARD 5d COOLERS 1(r O.C. FIELD ffffAl■Wy:1ZTeVA0:1111ei JOINT DESCRIPTION NAIL QTY. NAIL SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS 8d COMMON WFCM-SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD WEATHERING 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE I WALLBOARD I 10" O.0 . FIELD 1draTa7:5si:lweva9:110[ JOINT DESCRIPTION NAIL QTY. NAIL SPACING STRUCTURAL PANELS 8d COMMON 6' O.C. EDGE 1' OR LESS WINTER 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot -16d nail per foot. PIAN GDNTENTS! OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD BUILDING HEIGHT SNOW SPEED DESIGN WEATHERING LINE TOTAL SQ. FT, OF CONSTRUCTION DECAY DESIGN UNDERLAYMENT PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING MEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES EM. BALCONIES 60 DECKS 40 B ATTICS w/o STORAGE 10 MODERATE TO HEAVY ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIOT45 ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION SEE FLOOR PLANS (SMOKE t CO2 DETECTORS) TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK raff• aTrlrIAW!1r"81=N[ 401K64 X11=24 0 GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED 20 LBS. 110 B SEVERE 3 FT. MODERATE TO HEAVY SLIGHT TO11 MODERATE NONE .T3SISIM.VIIIIIfrMIUMM-»aloil _M►YAW10115Ma111111: LTITJI►111MRa1-Al5M NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ truss framing members with G>OA9. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o c. 1AIA1 I .NFATHINr-. RP01 IIRFMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6- O.C. SEE NOTES: 1,3 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12' O.C. SEE NOTES: 1 (BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6- O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ truss framing members with G>OA9. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o c. 1AIA1 I .NFATHINr-. RP01 IIRFMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE 1. 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12' O.C. NOTTE:E:2 2 FOR PANEL FIELD O INTERIOR ZONE 8d COMMON @ 6' O.C. 8d COMMON @ 12' O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 Inch o.c. nal spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8' TYPE -X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1- Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FIREBLOCKING REQUIRED Firebiocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. w V Z U-1 D A O 1P4 hit V w Z W Z CDa C) N A a O O En DRAWN BY: JR Monday, October 2 SCALE: 1/4" = 1'-0" SHEET NO 2(