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HomeMy WebLinkAbout30076-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30847 Date: 04/06/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 190 LAUREL CT LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 125 Block 4 Lot 24 .13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2004 pursuant to which Building Permit No. 30076-Z dated FEBRUARY 5, 2004 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 REAR DECK, COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to DAVID SALAND (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0205 03/11/05 ELECTRICAL CERTIFICATE NO. 2023048 02/18/05 PLUMBERS CERTIFICATION DATED 03/18/05 CHARLES SANDERS Authorized Signature Rev. 1/81 T Corm No. 6 — TOWN OF SOUTHO&b BUILDING DEPART 11EI1 IT MAR 2 L� TOWN HALL 765-1802 t d._D... DEF . APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in b,; r,pewriter 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 installatior}from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor art writing to the applicant. C. Fees 1. Certificate of Occupancy-New,dwelling$25.00, Additions to dwelling$25,00,Alterations to.dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential$15.00, Commercial $15.00 / Date. New Construction ✓ Old or Pre-existutg Building: 1 (check one) Location of Property: rte`, House No. Street Hamlet Owner or Owners of Property: SCJ �C.-I �� Suffolk County Tax Map No 1000, Section�� Block Z/ Lot Q q . Subdivision _ __ Filed N1ap. Lot: \ Perot No. DateofPert.- � OYApplicant: , _uv_ LL Health Dept. Approval: _ Underwriters Appro,,al: _ �— Planning Board Approval: ✓ Request tor: 'I emporarr, Certificate _ Ftlifll Certiucate: heck on Fez Submitted: $ Q S. C>f3 I�� �,�� �3 .tipplicant Signatu ElrJ�rJERE Ent n1 nrPcnrJ�rJ�rlr�rJ�PrJ�rJ�rJ�rJ�rJ�rJ�rJ�r�rJ�rJ�rJ�rJ�rJ��nrJrJ�r�rnrJ�rJ�rJ@n rr�r frJ�rPrJ�rJ@PrJ�rJ�rJ�r�rJ�rJ�rJrJ��nr�r��Pr��n o 5 5 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 FULTON ELECTRIC INC. * MANZI HOMES 5 61 WINDSOR PLACE PO BOX 702 5 �5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 5 Located at 190 LAUREL COURT LAUREL, NY 11948 S Application Number: 2023048 Certificate Number: 2023048 5 5 S Section: Block: Lot: Building Permit 30076Z BDC: ns11 5 ---A C L55 Described as a Residential 2400-=999 square ft. occupancy, wherein the premises electrical system consisting of 5 � electrical devices and wiring, described below, located in/on the premises at: 5 55 Basement, First Floor, Second Floor, .Attached Garage,Outside, Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of 5 February, 2005. 5 5 5 Name QTY Rate Rating Circuit TN pe Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide r5+ Sensor 8 0 Smoke 5 Appliances and accessories 5 5 5 Future Appliance Feeder l 0 40 .amps 5 Future Appliance Feeder 1 0 20 Amps Exhaust Fan 2 0 F.H.P. 5 Furnace 1 0 Gas 5 Panels 5 5 1 100 13 5 Wiring and Devices Outlet 77 0 Fixture 5 5 Fixture 77 0 Incandescent 5 5 Outlet 114 0 General Purpose 5 Receptacle 6' 0 General PurposeELI 5 5 S��itch 64 0 General Purpose 5 Receptacle 1 0 20 amp Laundry seal 111 5 Receptacle 1 0 30 amp Dryer 5 Continued on Next Page l of 2 �5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5D rPrJ�rJ�rJ�rJ�rJ�rJ�cnr rurJ@nrJ�cnrP�nrrr nrJ@nrJ@nr3 i:, nrJrJrJ�rJ�r�rJrJdJ�rJ�rJr�r�r�r��P�n rPcncn�nrJ�rJrJrJrJrJr��nr�rrrJ�r n�nrJ�rJ@P�I c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by r5j FULTON ELECTRIC INC. ' MANZI HOMES 5 61 WINDSOR PLACE PO BOX 702 5 C5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 Located at 190 LAUREL COURT LAUREL, NY 11948 5 Application Number: 2023048 Certificate Number: 2023048 5 C5 5 Section: Block: Lot: Building Permit: 30076Z BDC: ns11 r5 Described as a Residential 2100-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: �5 5 Basement, First Floor, Second Floor. Attached Garage, Outside, Attic. �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 1Sth Fzbmary, 2005. 5 5 Name TY Rate Ratine Circuit Type 5 5 GFCI Circuit Breaker 1 0 20 amp Appliance Receptacle 9 0 GFCI �5 5 Service LSJ I Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 eb 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 5 sea; 5 5 5 2 of 2 5 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 DrJrJrJ�rJ@PrsrJ@nrJ�rrurJ�rJ�rJ�rJrJ�rJ�rJrSrrrJ rfl3lr2rrJ�r� rJ�rPrl@nrn�rPUPRIJOMPOPLLIVE11 rP�nrJrJ�rJ�rJrJ�rJrJ o o�O%tFF0j/(CD 0 CA Town Hall, 53095 Main Road 1 T Fax(631)765-1823 P.O.Box 1179 �i O`� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / l� Building Permit No. 3 ()© 7 6 Owner: C t'\G('ICS -S On A (?('-3 (please print) Plumber: Cela tti/�/ fA1yI1 fes/ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �P mbers Signature) Sworn to before me Ithis 1 7 day of MOr-G ) , 20 05 l Notary Public, �� Wu County LAURA CANGEMI - -- NOTARY PUBLIC State of New York No. 9008611 Clus[iBed In Suffolk Couuppty Commission Expires March lug,--2-00 7 FIELD INSPECTION REPORT DATE COMMENTS 1 ,� 3 0 rn FOUNDATION (1ST) x 17 �- _7- FOUNDATION FOUNDATION (2ND) - z c d U a ROUGH FRAMING& m PLUMBING — n O x INSULATION PER N. Y. STATE ENERGY CODE FINAL G � ADDITIONAL,COMMENTS O z — a� LA\o o � v N� 1 \ � N /8` �tiyy N 7g�3/ ORoR DRi✓d5 9/ jh 1 O I � ti ( � ;Z W Z � �,1m � ?•d o�i ' t� v��' N r 2p Y N vi o ��. � •J�v „_ AREA 29,101 �� o-�� a � s• e�7 �' �-� 25,1 140, 00 m. L0 Map of Lot 20 "Map of Laurel Links" Filed: November 23, 2001, Map Number 10712 Situated at Mattituck Town of Southold, Suffolk County, New York District 1000 Section 125 Block 4 Lot 24.13 ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR f, 1500 Horton Lane # Southold,New York 11971 631 209-0676 MAP PREPARED: January 12, 2004 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT / BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED o-✓� ` -� '" / SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. J v THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Scale: 1"`40' ELEVATIONS REFER TO N.G.V.D. l / A 6.00 � II LDT N 79° o � � s•� o °� L� gym° w3� ®� LOT °/tS•f zb�+ 5/.0 R 9 R N \ 3ydN cA � A • � 39i � �°v \ �6•°- � Ze- it , m\ �80 , ° o \ Z(- 41, ryy5 ° 5 x/ 32 n 'n—rj N C-; c:) N �rT7 y, C7 C o rn Map of Lot 20 z c "Map of Laurel Links" Filed: November 23, 2001, Map Number 10712 vI Situated at Mattituck Town of Southold, Suffolk County, New York District 1000 Section 125 Block 4 Lot 24.13 SFFoLK COUNTY DEPARTMENT OF HEALTH SERVICES EAMTTFC ._?'?P.OVALOFCONSTRTCrIONFORA SINGLR FAMI'..t<1RMDENCE ONLY DATE ,rl HS REF.NO. R B2 9zoS 'ISiet PROVED( ; F MAXIMUM OF_BE ROOMS ANTHONY ABRUZZO R.L.S. EXPIRES THREE YEARS FROM DATE OF APPROVAL. REGISTERED LAND SURVEYOR 1500 Hortons Lane r.t Southold, New York 11971 (631) 209-0676 MAP PREPARED: January 12, 2004 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTIOP 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT / ✓� HEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED �� SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Scale: I" C� ELEVATIONS REFER TO N.G.V.D. BUILIJ1NU PERMll' .,kl`PL.1CP:r10N CHECKLIK BUILDING DEPARTMENT Do you have or need the follouvtg, before applying TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets ofBuilding I'lau.______ TEL: 765-12302 Survcy __ PERMIT NO. 30 0 �7L. f- Check Septic Form_________ N.Y.S.D.E.C._ Trustees----- Examined a 20 Contact: I_ I Approved d��,20 N4&*W- 1 y' i C "t e lam_ Disapproved a/c _ Phone: 3 1_%y Building Inspector r APPLICATION FOR BUILDING PERMIT tttl d Date / // U 2001 INSTRUCTIONS a... This application MUST be completely filled wby typewriter or in ink and submitted to the Building Inspector with 3 sets accurate plot pldu.ra tale. 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 a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of ij 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. (Si ri o app is cr name,if a corporation) P-© 30A >Cb� 12 (-)-1tiV 11)); (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ►3 �+ � 1c� er� . � Owne �r Name of owner of premises I' 1 GVH Z t ��°�Ps l rt C / t aU) (as on the tax roll or latest deed) If applicant is a ratio " afore f duly authoniz94 officer iC -es (Nam d title o corporate officer) Builders License No. Plumbers License No. I LI a ►�\ 1� Electricians License No. 5-00 L Other Trade's License No. 1. Location of land on which proposed work will be done: L(A� tri l 0 CX'k r7- La u Cr-- House Number Street Hamlet County Tax Map No. 1000 Section I ":' X 10�1 r . uJu t+R--R ''. Lot LI 13 SubdivisionFi etle & Lot (Name) . vain E a �'vx. State existing use and occupancy of premises and intended use and occupancy of proposed constructim: a. Existing use and occupancy \( Ci -N b. Intended use and occupancy�0 f) 2 —T' r--\ , ly rleS'r d e n c P _ Nature of work(check which applicable): New Building l/ �Addition Alteration _ Repair Removal Demolition Other Work (Description) Estimated Cost -* Cl G s (SOU. O G 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 If business, commercial or mixed occupancy, specify nature and extent of each type of use. til/ C1 Dimensions of existing structures, if any: Front Rear_ Dept4 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories t, Dimensions of eptire rim construction: Front 7 :7V/I Rear 7 7 !r Depth 16 t� t Height Number of Stories o2 Size of lot: Front S/ r s-kPs Rear 73r Depth r(S_ S'��1 0. Date of Purchase. I O 3 Name of Former Owner �Nck v_ - Lkr\lt S �V 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded Will excess fill be removed from premises: YES NO Jo" 4. Names of Owner of premises �iU Sq\CrZa Addresst�•O6o A Psi- PhoneNo.baa- U>90 Name of Architect JeA_P T _&kkf e r Address -O Sox 634 °t`"nPhone No ,2nk - (- Name of Contractor ikrmz' Hnvn e-, I h c Address % 3w ?oa Phone No. 7y4- /039 5. Is this property within 100 feet of a tidal wetland? *YES NO_ 21-- • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: 'OUNTY`] OFF (' ) 1 ( 1 t ` f `'7 Vel lJ�o being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, i)He is they l C C' r-eS I Cj PnT (S (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erfotrned in the manner set forth in the application filed therewith. worn to before me this day of 20c. u Xiipa�tureb6f Applicant SAAM JALAYER NOTARY PUBLIC.STATE OF NEW YORK OUALIREO BI SUFFOLK COUNTY NO.OIJA9092M COMMISSION EXPIRES MAY 27.20.W FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30076 Z Date FEBRUARY 5, 2004 Permission is hereby granted to : LAUREL LINKS LTD PO BOX A JAMESPORT,NY 11947 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY AND REAP. DECK AS APPLIED FOR at premises located at 190 LAUREL CT LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 013 pursuant to application dated FEBRUARY 4 , 2004 and approved by the Building Inspector to expire on AUGUST 5 , 2005 . Fee $ 1 , 784 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 300� (�a -t5-� 765-1802 BUILDING DEPT. INSPECTION [ (FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE J 0 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSP CTION REMARKS: C_- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [vTROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [,/J FRAMING [ ] FINAL [��] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: ` 1 DATE �� INSPECTOR ltgc7(�,- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � ,2 DATE H INSPECTOR rr�� d'p3NOF SOUTyo�: l0 • o ;�y 9 cou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. /z [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL /e2 ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: vv/z DATE INSPECTOR /�' a41��OF S�p couxr+ }� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL l2 ; [ ] FIREPLACE & CHIMNEYp[ ] FIRE SAFETY INSPECTION REMARKS: zv G^`� !/� O . DATE t of INSPECTOR —° / JEFFREY T. BUTLER? P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 7B6 63 1 -20B-BB50 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS September 15, 2004 Town of Southold Building Department Re: Saland Residence Laurel Lane Laurel Permit# 29060-Z Dear Sirs: Please note the following concerning this application: III I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. Sincerely, ey T. Butler, P.E. 1 6 2004 JEFFREY T. BUTLERy P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 7B6 631 -20B-8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS November 24, 2004 Town of Southold Building Department IAN 2 Re: Saland Residence Laurel Lane Laurel Permit# 29060-Z Dear Sirs: Please note the following concerning this application: • I have inspected the holes in the hips and valleys as installed for air flow and find that they provide adequate air volume for proper roof ventilation. Please call if you should have any additional concerns about this application. cerely, Jef a er, P E. OF NE(�,` CID N I Z 493 A9�ffSS04 04/01/2005 15:09 6317440032 MANZIHOMESINC PAGE 02 JEFFREY T. 6 UTLERV P. E. 20 OVERHILL RD. -- r 5H0REHAM NFw YORK 1 1 7B6 631 -208-0850 �I](� - 'JI Llarw.so PROMRGIONAL ENGINEER Hrfl ,IJj 7.1 20 MEMGER NATIONAL SOCIETY OR PROrCw R1ONAL ENGINEERS _.� _ I April 1, 2005 )NT Town of Southold Building Department Re: Saland Residence Laurel Lanc Laurel Permit #29060-Z —r" Dear Sirs: Please note the following concerning this application: • I have inspected the plumbing pipes as they were pressurized and find that they meet the applicable codes. Please call if you should have any additional crncems about this application. OF N G�,1,`O incerely, r �zl 91 T. Butler, .E. A Vie,493ZZ ��Fssscr°i ` JEFFREY T. B UTLERV P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 53 1 -208-E3850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS November 24, 2004 Town of Southold Building Department Re: Saland Residence Laurel Lane Laurel Permit # 29060-Z — ry L' Dear Sirs: Please note the following concerning this application: • I have inspected remedial structural work in the master bath ceiling and the plumbing pipes which were relocated to repair same and I find that the repair meets all applicable codes. Please call if you should have any additional concerns about this application. � 11 Newyo FP lF9�� 4incerely, P.' `�'' '.� w i % r, P.E. �FQ 073493 t�Z p90PESS10NP� C�00% I ZS- y=Z�.1� TOWN OF SOUTHOLD PROPER RECORD CARD OWNER STREET / U -- VILLAGE — --- - .DIST -- -' - -- - _ SUB LOT ` La_ar I ��' Loure. 1 � � 12 aure ( � � ks�� �o-7iZ ACR. ( REMARKS �� Z3J01 TYPE OF BLD. - - WE D3' 65 - Lau& ( '7 az-) PROP. CLASS L_ u rF I L.n k 5 Lid 11 03 -?9060 n.`W duel li LAND IMP. TOTAL DATE ----- FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT __ TOTAL JEFFREY T. BUTLER, P. E. P.O. BOX 634 SHOREHAM, NEW YORK 1 1 786 (63 1 ) 208-8850 MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS LICENSED PROFESSIONAL ENGINEER TRANSMITTAL September 15, 2004 Building Department Town of Southold Re:Permit 8 Zj a0"1� Enclosed please find the following for your review: 3 copies of revised second floor plan showing a build out of the space over the garage. New energy calculations are included as well as light and vent calculations for your review. ank you, Je T. B r, P.E. ' 6 2004 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\Saland 2\saland.rek COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 09/15/04 DATE OF PLANS: Revised 9/15/04 PROJECT INFORMATION: Laurel Links Laurel,New York COIvfPLIANCE: Passes Maximum UA=656 Your Home UA=577 12.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2232 30.0 0.0 78 Wall L Wood Frame, 16"o.c. 3420 13.0 0.0 251 Window 1: Vinyl Frame:Double Pane with Low-E 312 0.490 153 Door 1: Solid 42 0.490 21 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2232 30.0 0.0 74 Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or specifications are in c pliance with this Code. Builder/Design r Dale �S— Y '&' 1 6 20U-4 ;. t REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release l DATE: 09/15/04 Bldg. I Dept. Use I Ceilings: [ ] L Ceiling 1:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window l: Vinyl Frame:Double Pane with Low-E,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes_Frame Type___Thermal Break? [ ]Yes [ ] No Comments: Doors: [ ] L Door L Solid, U-factor: 0.490 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints,seams, and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pan of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum insulation Thicknessfor HVA C Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO 1.0 1.5 Steam Condensate(for feed water) Any 1.0 LO 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO LO 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck-Software Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_JObs\Saland 2\saland.rck TITLE: Proposed Saland Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 12.117/03 DATE OF PLANS: 12/17,03 PROJECT INFORMATION: Laurel Links Laurel,New York COMPLIANCE: Passes Maximum UA=598 Your Home UA=515 13.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1816 30.0 0.0 64 Wall 1: Wood Frame, 16" o.c. 3250 13.0 0.0 241 Window 1: Vinyl Frame:Double Pane with Low-E 264 0.490 129 Door L Solid 42 0.490 21 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 1816 30.0 0.0 60 Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a RegisteredrDesign Professional has stamped and signed this page.they are attesting that to the best of his/her knowledge,belief,and professional jud or specifications are in compliance with this Code. Qf NEty J, BuilderiDesi Date/ 9 ► W ► �r Oi3amac? C Fp 9'� = '9OfESS1ON1�"4 e� rv. vv<< REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSofhvare Version 3.5 Release l DATE: 12/17/03 03 TITLE: Proposed Saland Residence Bldg. Dept. Use I I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] L Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Continents: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.490 For windows without labeled U-factors,describe features: #Panes_Frame Type _Thermal Break?[ ] Yes [ ] No Comments: I Doors: [ ] L Door 1: Solid, U-factor. 0.490 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler L Other(Except Gas-Fired Steam),85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be t)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a I 3" clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ J Supply ducts in unconditioned attics or outside the building must be insnlated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code ojNew York State ,the Residential Code ojNeiv York State or the New York City Building Code , as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. •- Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to P Up to 1.25" LS'to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 OS LO Tablet: Minimum Insulation ThieknessforHVA CPipes, Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F) 2"Runouts I" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 LJ 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 LO 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 LO LO 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDING- Applicant/ �U L]DING ��LL���-��-�-L-� Applicant/ (�, Date Owners Name: Reviewed: Architect/ Date Gngineer:7--I PP Submitted: SCTM M: District: 1,000 Section: Block: _ Lot: —2 ti Project Subdivision �f — Location: �/ 'J Q�-• ( lg� Name: -r, Sin&le R. separate Required r� certification: (Yes/No) Rcq. R Zoning I)istnce - 11,0(size: !� Actual: � /�/� I (L,01 ot eoverag64z I'rupnzcJ L I Rect. I / Req. ' Req. _ r 7 / (Front Yard Proposed: _) [Side Yard I'roposed:.� 1 J [Rear Yard _ Proposed `3 Project Description: N AGENC ARER Permit . REQUIRED FOR REVIEW N.A. NO YES Number io-0,4-- aa-ZS Suffolk County Health Dept. New York State D. E. C. Town Trustees lLown Zoning Board approval: Town Planning Board approval: �c Flood Plane Elevation??? _ x Flood Zone: Notes P� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: l MISSLE TEST REQUIREMENTS: Y/N �f EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) /f esl 4 1 1 7q°3i 07 � 111 2g N CJ IZ `M O W1 Q'III f w � � 0 t11, m C II y.o U N CIN x ARE a yIJ n ; v 39 Z(- qoA 1, Igo, 00 \. 0 .q I,/ • YV 5� 3 - � ,1 � 0 Map of Lot 20 "Map of Laurel Links" Filed: November 23, 2001, Map Number 10712 Situated at Mattituck Town of Southold, Suffolk County,New York District 1000 Section 125 Block 4 Lot 24.13 !'1AR 2 4 204 ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane 3 Southold, New York 11971 (631) 209-0676 FOUNDATION LOCATION : March 16. 2004 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSE /—, SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Scale: P=40' ELEVATIONS REFER TO N.G.V.D ___ _, _ �_ — TITLE NO. BUILDERS JOB NO. i I TOTAL PLOT AREA: 29.101 * S.F. I FIRST FLOOR AREA: 1 ,8161 S.F. GARAGE AREA: 560 S.F. FULL BASEMENT ilk � LA R=25.00 L=36.34 I Oo I � ly 1 e 1 1� 1 � N II� d W I O 'AN lU LOT 21 N,n ` Tc 1ss { p ITC 857 K 8x tAR`�TM 1��.�Q X7� DC 25.41 ° 5 N I 1 1 � "E A i '� • dpi tR'�E11A1 Qe I 0 e 611. I y5 a• S I _ 2]5.03 25 K 814 N / 115 1 4 7O 1IC M21 K Lv �wY. I o I i .to CA 50 ` o LOT 20 TTI yJ ��\r> \[p LQ N � 1V % �� i��T 1-• y3 � \ TC 24.79 ]469 214 \ BC te686B \, q 10 \ EIEVADONS 91OIN HEREON REFER TO N.G.VD. TIE EPSIENU OF RIGHT 6 WAYS N OIOR EAgVENTS 6 RECORD.A MY,NOT SHOWN ARE NOT GUARANTEED. THIS SORIEY WAS PREPARED N ACCORDANCE NTH THE EXISTING CODE OF PRACnCE FOR LAND SRVEYDRS ADOPTED BY INE NEW YORK STATE ASSOCIATION OF PROES90NAL VNO SURVEYORS ANY ALTERATION OR ADDIAON 10 THIS SURVEY 5 A VIOLATION OF SECTION 12M OF AE NEW YOFE STAIE EWGTHIN TAW CORES OF THIS SURV£7 WAP NOT REARING THE LAND SONVEY(R'S NO SEAL O2 EMBOSSED SEAL SHALL TOT BE CMSDER D A)BE A VALID RAE COPY.NO OFFOOL OF RFS STATE,OR OF MY OTY.CONTY,TOWN IR VILLAGE MION,OIMGED NUN THE RdOR(EYFIIT OF LAWS,OMMMS OR REGULATIONS SIAL ACCEPT OR APPROVE MY PUNS OR SPECIFICATIONS THAT ME NOT STAMPED.CGI FICATIONS INDICATED HEREON SHALL RIM ONLY W THE P05M FON WHOM THE SIRYM IS PRPM®,NO ON MS BEHALF TO THE RITE GOIPANY.GOVERNMENTAL AGENCY AND U)NDNG INSTITUTION USTED HEREON AND TO THE ASSIGNEES OF THE LENONG INSTITUTION- tFRTFICATRINS ARE NOT TRANSFERW TO MDIDONAL NSMUIRMS OR 9JBKMT OWNERS SUFFOLK COUNTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT:24.13 BURTON MAP NO: 10712 DATE: NOVEMBER 23, 2007 e' caEV'v y BEHRENDT LOT(s) zo /�c b gFtypM1: MAP OF LAUREL LINKS SMITH K ` r._ \ PC >'k 'AL1. V\ LOCATION: MATTITUCK I 'it -. ENGINEERS IJ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: OCTOBER 9, 2002 FINAL: 2/03/05 REV: 3/01/05 244 EAST MAIN ST. CERTIFIED TO: DAVID SALAND ) COUNTRY WIDE MORTGAGE COMPANY PATCHOGUE. N.Y. 11772 - `�`` (} i t�N(, r•"A PECONIC TRUST TITLE COMPANY (631 ) 475-0349 SCALE: 1 = 40.00' FILE NO: 02-399-20 FAX 47S-0361 NONE L -- BUILDER'S JOB NO. TITLE NO. ftVl—Y'. TOTAL PLOT AREA: 29,1013 S.F. FIR T FLOOR A EA&.':3.1.13161 S.F. GA AREA: 54 S.F. F U L LU+1A SE M�N ro A g rg o D C a rY wG > e o 8 ' � 1 m -TRAIL- ILI \ '1 EL I R=25.00 g LL T? y L=36.34 i I� 3� ITT M 1 0Y N O Q d W N MOD I U rtX c? \ 10 Ag $ LOT 21 0 USN. o� 11M M.57 ECne o a xoxw 180.0 W n 47 In1 T fi11 11 5 IC 15.19 N 1l9 \ __ ;O Try 2524 BC 25.09 co RC n14 cli to o tlu ;p,Rx SFP1 CP \ o p \ Z � \ �N A \\w Cfi `pp C3 p. LOT 2U o CP LL. `z6 I>�\ \ N x_ N : x \ \ R 24.9\\ ' CP 12 24.78\ 21.69 \ %24.88 \ \ n >n? 51F \ 11R \ IN 568 56 EIDATONS SOWN xDEDN REFER TO NAV.D. THE EXISTENCE OF FIGHT GE WAYS AND/OR EASDENTS O RECORD,IF ANY,NOT SHOW ARE NOT GUARANTEE. THIS SURVEY WAS PREPARED IN ACCORDANCE NTH TIE D75DNG CODE OF PRACTICE FOR LAD SIAWYORS ADOPTED BY THE NEW YORK STATE ASSOCIA001 O PROFES90NAL LAND SURVEYORS. AXY ATFRAROI OR ADDITION TO THIS SURVEY 15 A W AOOt OF SECTION 7209 OF HE NEW YORK STATE EDUGROU LAN CORES OF MS SURVEY NAP NOT IEAING W LAD S I VEYGIT S INKED SEAL OR EIBOSSE SGL STALL NOT BE COMMITTEE)TO H A VALID THE COPY,NO OFFICIAL OF THIS STATE,OR OF ANY OTY,COUNTY.TOWN OR WLAGE T EREM,OIAR®WITH RIE ENFOIOIENT O LAWS,ORDNANCE OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLUS OR SPECIFICATIONS THAT ARE NOT STAMAI D.CERTIFICATIONS INDICATE H06M 91ALL RIN ONLY TO THE PERSON FOR NIDI THE SURVEY IS PREPARED.A1D OX IRS HALF TO THE ODE COMPANY.GOVERNMENT&AGENCY AND LENDING NSDNDON HSTF HEREON AND TO THE ASSIGNEES O THE LENDING INSMUTIOL CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL NSFITUTKNS OR SRIgOENT OWNERS. SUFFOLK COUNTY TAX MAP DIST:1000 SECT:125 BLK:04 LOT:24.13 MAP NO: 10712 DATE: NOVEMBER 23, 2001 BURTON LOT(S) 20 BEHRENDT �pF NEW yo9 SMITH P� P�� OEHq MAP OF LAUREL LINKS 5 LOCATION: MATTITUCK ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS 11 SURVEYORS a • SURVEYED: OCTOBER 9. 2002 FINAL- 2/03/05 <1 04y31Y. f� CERTIFIED TO: DAVID SALAND 244 EAST MAIN ST. COUNTRY WIDE MORTGAGE COMPANY PATCHOGUE. N.Y. 11772 LANO� PECONIC TRUST TITLE COMPANY (631 ) 475-0349 SCALE: 1 " = 40.00' FILE NO: 02-399-20 FAX 475-0361 I ;& W_ .'.�,1"P7F.'rtaanm^r^.m-,.a�;p177 I it I � ' - - OPRFNIN�6 PROTECTION BY T S3JER8fJL4 #,TWESE FLANS ARE INCOMPLETE WITHOUT .DETAIL SWEET$ (ADDENDUM TD DRAWING SET)• � � WagDBNTTO16ALPANELO' '' � <� MINII4UM UNIT TEP LOdtDS CF619' Drz5111 N CRITERIA wINT � � � � PERBUANTra EDUL4, SEE ©FtM� DISTWIEW FABTENISW ET IN THIS E .:II .• ' : ' `. SUBJECT TO DAMAGE F{EOM 'I� pETAIL SHEET tN THIS 66T.' *.`, WIND ER ICE SHI€LD USE) '" uVE LPdp GROUND SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA 11 OF _ USEPOV410A RALCONIEB SO SNOW SPEED EkPOSURE DESIGN LINE - 'I 40 LOAD (MF'H) GATAGORY CATAGORY W€ATHERING DEPTH TERMITE DECAY TEMP'' REQUIRED HAZARDS LOAD LOAD 9UCTIOW LOAp CLASSIFICATION CONSTRUCTION BEE pETAIL &HEFT FPR FIRST FLPOR • 2176 SQ,fT. HIGH WIND CONNECTION MODERATE BLIGHT TO FROM 1998 PERIMITE EDGE ZONE • 33.2 peF EDGE ZONE . 25.6 peF R-3 29'O" TYPE V REO4IREMENTS ' P, GH,TR,',WL4410 F. GARAGE& 50 45. eF 120 0 C SEVERE 4B'f;" II YES FIRM MAPS '0 Pel' 20 peF INTERIOR 20NE • 26.6 peF INTERIOR ZONE • IB.9 peF SECOND FLOOR • Bl5$Q.Fr. AT?6 Wit 6N.'21#T�S*D*'AfGE t0 p I•> TO HEAV7 MODERATE ,A l'N78.WlfN STORAGE 1D - ROOMS�&THENt ' lAN SLEEPING ROOMS 40 'SLE�P9Nli.lgOgMO 30 ETAURB .Ip L 61J:4i�IDRA'4b AND',NIfANDRyW{IS 200 _ GOVT RIDGE VENT _ _ — _ - — _ .. ' �� ' , �` —"--- � �- —` ���-� - OONT RIDGE VENT '. . 1`I 1 ,. I , - :,.: M1 "i : ' 1 , : „ .i'. i , .. ,. ,' -� _ ,""_•Ir__ ,. �"_�.�..__�----^--�T- _—_r----'�+. ^�—�--'rYi� - �i_n-_ �—+�T-- , --' ABPNA T ROOF 6HINGLE6.CfYP) .—_'--- - - - it � 1I _ '—''� _ _ _ __ _ -- _— —_ _— TOP,OF PLATE 1 4'aW dCh Y 1-ti y.IM1' to4nF. - - - I - - _ I — I -- =-•--•- J _— TOP OF&J6FLOOR ' iCo I CEILING � � OP QF lame I '. ; 1, I I: : - -- -- i TOP OF SUISF400Ri6i ll ' .. . � — -,- -•-. _� — _ -- T �— _. ._ - -__ ' — -_ GRADE - TOP .PF FOUNDATION GRAPE 1 I iIn x 1 _______________ ___________________ ' - 1 __________ ___ n I Q _ -'-_ I 1 ___________ __ ' » W r ,. 1 1 n _ r _ _ ^_ < - �V P.C, FND. WALL T - i i I 1 1 CD p B" P.O. FTG. Y--'a '�---; 1 •- I 9 ING STEP FOOT .- «I O D€G MAk. -_ _- TOO OTING �F • l ' 1 1 1 e .._,__w. ___ ___ ___________p_,__._____.___y,. ...1______________-_____-_,________ I� _____,_ ____ TE AL PL ,IF RE L.�CTEING j�j�' R"1'�C'ikI✓1�1Vt1"'G i IN &WATFri . VELD Ol STING BEFO "OVER LL - IIh` PLUMBER C'ER'IF,ATION 7 MASONRY CHIMNEY MEETLTN OF STRUC�10N SHF THE �I ON LEADC,CIf '" r _ CODES OF NEW YORK STATE. CERTIFICA7E Of- r , TAN(, y ENGINEER: T SOLDER USED IN b.'I I LR SUPPLYSYS'TEMCANNOT LOFNEWY - - - EXCEED 2110 OF 1% LEAD. 5P Y 1 — -- - - CERTIFICATION OF y i, NAILING & CONNECTIONS - TqP of PLdre '- -- - REQUIRED. . _- -_ - - NOT PROCEED WITH a9pF SIONP'��' -- - AMING UNTIL SURVEY �y ds®r�aa4 0 FOUNDATION LOCATION T' TLER P.E•', _ - - -- - — --' T -- '_----- ----------'-- __-_� 1-= -_ == 9 ASBEEN �IAPPROVED. OI/W�11 L' HAPTER '46" SOUTHOL TTI O - - & YORK STATE T C01 IPLY ITH - - — _ lA QUIREDANQ �I N F FL D DAMAGE PREVENTION .. N�$A - a — — $QUTHA O N IA RQ _ .W. ROOF T'H9I7®IFOwVNI R _ iSAUTFI�, 0 Tk�IJ I(�. I '; ,✓� -- II1T02SFLflON6 —LL _ _ _ —_ ,^_ _— TOP OF CEILING N.Y:S.Dg o I � - y E IS UNLAWFUL `z3 d a • -�� Jnr, - - i--�—��i - ��--1 =- - ITHOUTCERTIFICAT a — _ = F OCCUPANCY 1 m 9'x0' O.N.D. Q p , AP R VEDAS NOTED u� -- -- - --- -- - ------ -- E. 'Bdkl1 PO7b a ,o p GRaDE _-_-_ - -- �- -- --- ' w ?TI Y BUILDING DEP ARTMEM ATCL _ - n I ; ; `eo2 8 AM TO 4 PM FOR THE 1 1 = 1 1 r)WING INSPECTIONS: w j O I I I JNDATION - TWO REQUIRED _IR POURED CONCRETE i 1 ' ' ' 'JUGH • FRAMING 8 PLUMBING -- ---- aSULATION I --------------------------------------------------------------------------T I I =1NAL • PLETCONSTRUCTION MUST , BE COMPLETE FOR C.O. I I I 1 -__+ 1 I E .---+ ' ' ' L CONSTRUCTION SHALL MEET I ' OUIREMENT50FTHE LADES OFN 1 ' ---+ ; ; —_ F ORES00NSIBLE F R 1 }^ /,,n... i -'---r-;- ;---t �. .--- ' -RIG NWRfW NOT ERRO S. 1 OI �il� SIGN OR CONSTRUCTION RIGHT $IDE ELEVATION UNDERWRITERS CERTIFICATE — e; 1` OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1605.1.4, SEE FASTENING SCHEDULE ON L- 111- T� ------ DETAIL SWEET IN THIS SET l X11 r1- SEE DETAIL SHEET FOR HIGH WINO GONNET ON -TION] REQUIREMENTS - -- TOP OF PLATE d . _- .. _._ - -.._ __ _.___ - _ --__ __-- _�__ �— _-.-•._. ___ _-- -_ -_ - ___ __ .. - �.��_ - - _ - - _ OF S BFLOOR TOP_- U � -- -- TOP OF CEILING m K 77 . n WOOD STEPS AND WIN h �1 �1 Jill 11111111m 1111111 liudlillumro • __ - __ - - .______ ___ RAIL PER OOD- It TOP OF SUBFLOOR !� GRADE -' -- TOP OF FOUNDATION 1 1 I I 10 1 I I I I 1 L 1 I I I 1 •a----------------------------------------- n 1 1 1 1 I • I I STEP FOOTING..-'__, 30 DEG MAX. _ m __ _____________________________________________________________________________________ ______________________________ -_ _- TOP OF FOOTING u m n O 1F � N REAR ELEVATION (K m J M X x z LL O F— Owm Ly 0 L l��l = Z �T�rL lu 10 �O 01 r LL lu_ -- - -_ - - - - ENG - -- --- — - — - — TOP ofPLArE SOF NEW17 YO . - - h QyV T BGf�" � FT - - _ FESSIONP�aa - ----- ----- ---- --- - --- JEFFR T. BUTLER, P.E. TOP OF SUBROOR r, -' -- TOP OF CEILING W � m O —i LUw � O W o a Q tl n -- -- - - - - - - - - -- - - - - -- - - - --- - - -- -- TOP OF SUBFLOOR J GRADE -- TOP OF FOUNDATION W O 1 1 I 1 I I I I O I 1 1 i , i d a ________________ m I j w I I� O m i i i i V n 1 I r I 21 I i -- -- TOP OF FOOTING fi-'AGE : LEFT SIDE ELEVATION 2 Of ro OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR HIGH WIND CONNECTION + REQUIREMENTS 47'0" 311'U" 14"_" I N'N.. 14'2" IB" RND X 47' DEEP POURED CONCRETE PIER LINE OF DECK ABOVE (OR TO UNDISTURBED SOIL) _________________________________________________________________________ WITH 4X4 CGA POST I � I ' 1 ANCHOR TO FTG. ' `� 3- 2x10 GCA GIRDER --, 3- 2xi0 GCA GIRDER ,- 3- 7x10 GGA GIRDER �. 3- 2x10 GGA GIRDER �..• 3- 2x10 GCA GIRDER ' (TYPICAL) _ _ _ _ __ __ ___1- . 1 1 - . . . . . . i 11 0" I I'U" U" 0 i ol m oI 1 ul i IQ O 1 1 Q ' Y - 1 1 ul p @ i I LL � 11� ✓ j Ul Qy, ; in d ry 1Wi is I ' 2.12 LEDGER BOLT c 1 ' ' .__•__,•'__----------- • � . .-ry EDGER BOLT__ u+ A N 1 ' � _ . . . , . • , • , . . . . ) - . ' 1 . • � . . . • . , . o , I.• , . „_�____ J 32x10 GGA GIRDER / • I of •pp . 1 - i BEAM POCKET =I BEAM POCK � i • i E�EAM POCKET r, GROUT SOLID GROUT SOLI ml x Wo" x 30' P4, FOOTING ml , GROUT SOLID 1 I ITS" CHIMNEY GHU WALLS ABOVE IN�4" rl I Ij'H" i i , h_.___________________________________________________________• ' H 8' EY ABOVE. PROVIDE % _ 1 ______ ___�____ _ ) • ' , DEFFENING AND T.O. FLUE 110 ` , •______•___ ♦___LIT • Q1 Qry -' U 1 • I 2-M.L� 3x4 WALL W/ 1- - ; • _ 5/B° F.R. GWB•- j_ d 111I, m r' ul F�RNA ELEVATE IS" v L i S.C. 1 1 (f11 4 OVECOYER FURNAri I �__, 3 • III'%" r 1 I •__ , } I M I .Q 1 ;__________ N1i___________ i ' ' 1 BEAM POCKET • ' ! -� F,G. G.W 8. m i i ' 'I i • rl FE rl GR�JUT SOLID 1 ' w ` x PER CODE _ ti 'V ' � I _ � i i I M I V I Ef m _ .__ __, _ _ _ - nit 73 x 214 • !II T/B" Til 230 I6" O.G. w 1 1 y • - n 1 IL 7E POU ED 2- I /4"x II T/B" i 2- 1 3/4"x II l/B" ' i CONCRETE FOOTING r,� i i • in: W 41) ml I 2-M.L- _ _ _ �_ _ ti_ _�_ _____ _ f2 OF 2) i = D i 1 Qi + m ' _ _ _ _ _ __�. T•LL. GIRDER M.L. GIRDER 1 zIK 1 - a 1 GO IR' STEEL COLUM 1 ._____, r _ • _ _ _ o ^ ♦ r 16"x36"x 1T POURED I 1 CONCRETE FOOTING - I --• ' rlf I _ E. OF v a m EXCAVATED CELLAR m .' =I_2-Pi._� r pl 1111/8" TJI 230 016" O.C. r UNEXCAVATED �I i - LL S ' x 4" P.G. SLAB O —� . r f): 1 L- - 4" P.G. SLABtul Q _� _-_- _- _ 6"x6" 10/10 W.W.M.O 2-M.L. ON 4" OLL� 1 FJW POUROUS FILL Q,I C 1 PITCH To O.H.D 2-M.L. rvl - nI 3 I/Y' STEEL COWMN ' DI 4 CONCRETE POURED -- ' TA 730 u 6" O.G. i l i •--I--" � .__ Go Foo{INC I T/e � ; --~ _ ; ; � ENGINEER: --'3,4.. 14'x" ; xI� o 1 • i � wEW ')'fi" a"I ' I 19'4" r ry BE.(.M POCKET mlf 1 i Sy T_7 = Q GR7UT SOLID p1I • i i J' 1 Cr 0 Y I n � • i -Ii' iI •, i.__.__ ._.___rr________________________________ L_• < . • a r________,__._•____• _________,__. r___•___•: ; FO OBH'b0F®707,34+Tn _________________ (BEAM POCKET F fGROUi SOLID BEAM POCKET - . . - ______---_____________________________________________GROUT SOLID I 2BIT _ JEFFREY T..I>BOtNUPtT\f LF 4�E9R4e P.E,_ . __________________________________ . . • . . o . . . . . • i g •----------------------- 1 � ' W � m N ; COMPACTED FILL U 8 ' • 1 � � Q a 1 1 • 1 � • '1 1 NEII U ' � n A W ClI Z Q Z3 Q 4'N" 25'4" Q O � 13' 10" A" 1N,U�� ��� 13- III" 47'U" W r 311'11" C T U" r dl OIL o �' O rr u n FOUNDATION PLAN SMOKE DETECTOR INTERCONNECT PER COIDE .y �' GE .- 3 Of r � F " OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR 77,11„ HIGH WIND CONNECTION REQUIREMENTS IT2" Is, 9.1 14' T 3" 6' 1 1" T4" 9'4" h' I" T V T4" N'7" 8'7" 5'fi" i REAR DECK 5/4x6 STK CEDAR 0 WOOD RAILS �. TW 3052-3 AND STEPS n PER CODE -_ -t- 3/4". 14" M.L. NDR i X'0" FAS 6064 FHG 60611 e - _- 2-2X_12 PDR._ - _ - _ �' i�- _ - _ - 2-2X12 PDR. — _ 2- 4 x 9 1/8" M.L F.J. i 1 3 2- 1 l4"x II l/B" M.L. F.J - v -_ _________________• p - _ TW 3052 TW 3052 FI GREAT ROOM u L 3 OPEN TO ABOVE it ro DINETTE 3'0" ' 13 10" 1 9'O" CLG. HST. - w , Y I I I ro i MASTER BEDROOM WOOD RT 1 PANTRY �j f WOOD 81 HEART FIREPLACE y La GALS TRAY CLG. FROM 9'O" 'ax FABS WITH 20" HEARTH PER CODE (NEPA 'JU u 1 rn q,q +1 ' q R. • PROvIDE FRESH AIR INTAKE L---T;__r 4H O AND GLA55 DOORS PER CODE 1 1 r® 9 0 (� (fl VERIFY 52E IX,N„ ; i D.W." 1 D f r' VENT 5'0" 4'0" . 20'0" I ' KITCHENOIXT 'O" = II, /B" TJI 230 F.J. f 16" O.C. r i � ;� o � «1 CLG. w HIS (Q LND Y o - 2 CAR GARAGE ------------------- �.` , / %' ON F.G. G.W.B. _� �� WALLS AND Z3 x ---- z l4 Y 5 CEILING PER CODE LINE OF BALCONY ABOVE L R G I 1 f ! T 0„ = 2x12 RIDGE 5' ll Q IW 2-1 3/4' X II 1/8" Ill.. 4-2X4 POST x II l/ ' TJI 230 F.J. 0 16" O.G. I TO FND. Q c n /II VB" TJI 230 F.J. 16' O.C. o I 1 a T _ _ 5 1/2" x IB" POWERBEAM GIRDER - _ - _-_- _ - Ilv `IoF. . 16^ oc IO�p ; m N 0 i r fi" 2-13/4X 11 1/5" M.L. 5'0" IS LIIEPOCKET DOORIn GL LINE OF BALCONY ABOVE TO" 24" U II 1/BM 4" 11 l4"' T ( U 4U U" � GL MEDIA ROOM PANTRY u O J = ry 9O" CLG. PST. 4 m T0„ ENGINEER: ' + \ w MASTER ® �1 z OPENOYER TO ABOVE ` 4 OGKET DOOR m e SPF EY W TE �A BATHROOM CL 9'0" CLG. NGT, ! �' •v p u 4 - ' FJ, 16" O.G./8" TJ230 F.J. f 16" O. F W 3 _ yup TW 3052 TW 3052 TW 3052 HO SSIONP�aa 2-—13/4"x 11 1/8" M.L.-F,J_ lB_M_L F.J.-—-_- - - -- - - - - 2- 13/4" x B" H R ABOVE 2-2X12 HDR. JEFFREY T.. BUTLER, F.E, TW 3052-2 24TjI6 OVAL 1068-3068-1068 24%36 D 'AL TW 3052-2 S ' ]N6 R.IR iIONALI IOPTION J 2X6 RR • Ib OJC • Ib O. LL Lu r m U m �1 MASONRY STOOPq m (FINISH PER AGREEMENT) • \ N w O a f ° 0 _ E O cl - —- _ - 3_2x8 "DR. — _ - 10" DIA. HG46 O m l STEP /� Lu � 0 0 W i 2'/i' 13-0" 2'6k' -- Z Z m Qz WP a 7'3,. 11'��� 4'6" 4'6-1 11'9" T 3" 5 L" 9'L" 9'5 5'1," _ q 1 47'0" 3U'U" O w Lu V 0 7?U" a L u O N Q E U O v p a FIRST FLOOR PLAN LIVING AREA = 1816 SQ.FT. / GARAGE AREA • 560 SQ.Ff- REAR DECK AREA = 980 SQ.FT.IS / 5MOKF DETECTOR INTERCONNECT PER CODE w 4 of ro OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS w 4 57'2" 53' 1I" z O 3-3" W U" 21 11" 18.8" 2' 1 1" 8'U" 13'5" w TO" TO" U'4., y.4" TO" 4'0" r. CTt 30 TW 3 42-3 2-2XI HDR. FRAME WALL r0 R.R. ]x10 b R.R 2.10 WALL BELOW WA L BELOW r]3 PIT) 13 R R m TW 3046-2 _O 1 n3 PIT' / Ll-,2T'I'�11HD TW 3046-2 2-2x101 HDR \ 112x10 R.R. /2x10 R.R. /yc2-2x10 HDR - ].Iorw 2.10 R R. `�� o a P`.- R,R U ].1 R.R. a WALL BELOW E o.c. J 16 O.C. a .p (B PITCH) /B PIIGHJ .SO q To.c,_H) � /B PITCH, ,d �� ! pp� � ITCH) [B ITOWwwo41]-1 3/4" n 11 l/B L. -LU5H LASH\ I - -_ -_ _ 2-I 3/4" r! II l/$' M_L. FLUSH - _U +�anU`oBEDROOM •2 �' 6 UW UNFINISHED ATTICm8b" CLC. HGT. ' I a" )'U"I IT- 4. �, 1.6..OPEN TO BELOW 2,6.. Z'11.. Lu M S -2XIO FLUSH II BATH _� H' 7 r T6" I -0 ,� a N1 RAILINGS PER CODE I _ i ATTIC a 2x12 RIDGE r. ~ } Q 2x12 RIDGE _ 2x12 RIDGE cu _-�,,,g�.e L- ____y� _ __ _ Ci _ _ — _ _ _ — __ _— _ — _ _ :3 ZLL i� U m (Y1 - x II B BALCONTII m = o CLOSET L4! 4 - L i I - INSULATED _ a I1 -2x4 Posr 0 3-I 3/4" X 14" H.L. UPSET 3-2X4 POST U 6 W W__ _ __—_— _ _ _ _ _—___ __-- Y 2'6"ry ry. :1)u 6'6.. .. P4.. i1v O W cp 11 2'6" 3' IU' OPEN TO BELOWWua weLL BATHROOM ALj WOB'0" CLG. HGT U O . . yIL BEDROOM "4W` / BO v� _ __2-1 3/4" xII 7/e" M.L. FLUSH _ _ _ _ _ __ _ _ __" CLG. HGT. 17 KCUSTOn f9l - J ENGINEER= / bl0 H. . FLUSH 2-I 3/4aIi�/8_M.I Y4"x II l ,'LL FL115H I w " II VB" L FLUEOF NEW { ]x10 R.R LI 1a _ \ oo.c . ICCH) `" !B PrtcW ai o 1 ^� ' 2x10 R. . IO 2x10 R. � ` tt re PITCH I`–r re PITCH)�. \4 WALL BELOW ► -4 WALL a Ib" O.G. a . I6 O.C. RIR 9C m 2_2x1 HDR 2-2x1 HDR ,A j f23 p r I (B PITCH) I !B PITCH) r]3 pIT) - �1° ► W s TW 3046-7 7-2XI HDRFRAME WALL O R.R. TW 3046IL -2 A WALL BELOW ' WALL BELOW CTN30 ►I`PeP TW 3042-3 JEFFREY T. BUTLER, P.E. 0 x i W Y m U z o a W z 0 _0 o m Y o c1f) u N TO" TO" 9'4" 9'4" 4'U.. 4.U.. L .Jj a z 3.3.. 8.11„ 2' 11" 18' 8.. 2111.' 8'0-- 3'3" W W n 3 U) Q Q 47'U" -J Q O O W u SECOND -FLOOR PLAN ° � r LL J ll LIVING AREA\'•. 990 SQ.FT. cr- SMOKED CTOR CL : w INTERCONNECT PIR CODE PAGE : w OPENING PROTECTION By WOOD STRUCTURAL,PANELS i� 12 PERSUANT TO 1609.1.4, SEE BI / FASTENING SCHEDULE ON .. V 2XI2 RIDGE DETAIL SHEET IN THIS SET 2k6 0.T. u 16" O.C. 2XIO RAFTERS 1/2" CDX SHEATHING 12 15" FELT SEE DEi41L SHEET FOR 6� ASPHALT ROOF SHINGLES HIGH WIND CONNECTION ATTIC CONT RIDGE VENT REOLLIREMENTS 2k6 C T. 0 16" O.C. R-30 INSULATION / -- — TOP OF PLATE -- -SOP OF PLATE LINE OF R.R. 11 1/2" GWB BEYOND _ 2X4 STUDS R-13 INSULATION - _ 23 - I/2' GDX SNEdTHfNG iT JEK HOUSBURAP BEDROOM 02 HALL BEDROOM 03 BATH HALL CEDAR SIDING N < T 1•/-J� - - _- -- TOP OF 5UBFLOOR — TOP OF 51JBFLOOR WUU W — TOP OF CEILING— i — TOP OF CEILING n` GWS o w E PO" OH DONT. VENT = WD. SOFFIT (TYP.) DINETTE KITCHEN MEDIA ROOM = PANTRY LAUNDRY GL HALL CLOSET BATH - p9 i LI L 7 z d - OP OF S3B -- TOP OF SUBFLOOR — _ __ a — TOP OF FOUNDATION v GRADE OP -C_N�A �� R-301NS..LATION � GRADE PITCH GRADE •j • •. '" � � . AI::A_ FROM FOUNDATION .+ '+ 2-2x6 CGA SILL `\ 1 - •` 2- 3/+"' x II T/0" M.L. H 1/2" ANCHOR BOLTS -- S' RND X 42" DEEP < CELLAR WITH 3 1/2' STEEL COW SILL SEAL cl CELLAR < - ---- POURED CONCRETE PIER ON P.O. FOOTING TERMITE SHIELD (OR TO UNDISTURBED SOIL) S" CONC. FOUNDATION •, WITH 4X4 CCA POST �` �. 8"X16" GONG, FTG. F• _�' ANCHOR TO FTG. .+ •+ DAMPROOF BELOW GRAD '+ + (TYPICAL) 4• SLAB ANCHOR BOLTS PER DETA L SHEEP •+ i. '' ! .. .. •. -- -- TOP OF FOOTING < - < —_ _— TOP OF FOOTING -• •• - SECTION B-B SECTION A-A (� r N r W m � — X RIDGE `/ENT Xzu SHINGLE RIDGE GAPS 0 Q 2 lO EXHAUST AIR Q to SHINGLES ROOF SHEATHING (TYP I Q Q O FELT PAPER- tLm RAFTER U- ' � F i ENGINEER: WINDOW AND DOOR SCHEDULE 0pEN1NG PRO ECTION BY RIDGE BEAM WOOD STRUCTURAL PANELS QF �IEw hyo VERY ALL ROUGH OPENINGS WITH MANUFACTURER (ANDERSEN3 FSTENINT i0 SCHEeOS-IDULE 4, Sc FASTENING SCHEDULE S Qty T BGr V. WINDOWS ARE TO MEET DESIGN PRESSURE OF 4C PSI DETA_ 5•+-i :N TLIB Sr RPGE VENT DETAIL " �' � � AND TO I4AVE A U VALUE OF 34 I ars,c'I, �,. I „S. ..x"�,".� " ���°�,.. � e e a �e i .qa_•esu. sm "c 073 Ste^ e 1 ROIP DLOCl CGDE i ST' S, _7-ER SIZE TIPFE COUNT CGMMENT� ro T 4 �- �on _�,� oo• W^<..-e ..<I . .1.�. - . _ FESS N�444• ` i .m� .�. _ TL°304_` ? 5' r. 4' 4 1•8' ;cc, .c 5 O WINDOW r .c 1.] ' wY.�w>,.:� *Inn wx^ ^�'_�� JEFFREY T. BUUTLTL ER, P.E. 4" VTR 9 I TaII042 1 5/8" x 4 4 1/8' 8' x 5' O" WINDGII 2 �+zrz2�o 1 s no-..- '^5 "a.r_ rm ."m.m M" clpC �a"pry "mm 1 0 ,re oa x ..c.e. soe +• W I m awr s opano"aI m E g�-� =cyn me recur 3° z cc-y •« ns cpere:._uiro. ..,= Iu,ea}cr u.s.�.n wl:rc.: :rs .r _______ 33 t- a . .o-y o, �o•. LLIZ O 71.0046-26 3 5!16 x t 8 U8" G" x T O" WINDOW 4 MEETS EGREE5 CODE V__ 0 a o LLLG. 0 0 LICsHT t VENTILATION SCHEDULE: 3; TUB L u 1 W c0 � r. SECOND FLOOR i cc Z Z Tj)3p.g6 �` ! 5tE" x 4 E TIB"` 3' E" x 5 O" WINDOW 5 MEETS EGREE5 CODE FLOOR AREA LIGHTING LIGHTING- VENTILATION VENTILATION 2 3 2 z 3" ROOM a r50 Fr) PROVIDED REQUIRED PROVIDED REQUIRED �- Lu 1 (SO.FTJ (SO.FTJ (SO.FT.J (Sp.FTJ _ MEETS EGRESS CODE _-_-- --- 1 1 < W ^' TUMIC 2-3 9" 5" x 5 4 i/8' VO O" x 6` O" WINDOW ' SUPPORT MULL FIRST FLOOR L'AV LAV W:C LAV „�W.G SINK (n Q J 1 TUB SHOWER SHOWER D o X3052 3` 15t8" x 5 4 l/B" 3' 8' x 6' O" WINDOW 5 MEETS EGREES CODE 0 MAIN FLOOR W u TW3O42-3 W/CTN30 9' 5' x 4' 4 l/B" 10' 5" x 6' O" WINDOW 2 SUPPORT MULL MASTS 2" 2' 2" Lf) o G 142 33.1 19,4 26.2 9,T 2 2 3' 2" 2° 2 3" BEDROOM CL m MEDIA ROOM IlB 25.1 14.2 11.4 T.I �,w• a 4 o u TW3052-2 6' 3 5116" x 5' 4 1/8" & 6" x 8, 0" WINDOW 2 MEETS EGREE5 CODE 3 � 3' FAI � r n DINETTE/FOYER S11 1124 12,9 60.9 36"5 MEETS EGREE5 CODE KITCHEN/G.R. C.O. w 3068 15 LITE 3, 0" 3' 4" X Y2" DOOR I o u C,O. C,O. 1068-3068-1068 ENTRY TBD & 4" X 12" DOOR 2 MEETS EGREES CODE SECOND FLOOR 4" SATO AN APPROVED SANITARY SEPTIC SYSTEM STEEL RAISED PANEL OHD e, O' X 8'O" GARAGE 2 "WINDCODE" MODEL BEDROOM -2 206 25.1 16,5 11.4 6.3 CAST IRON 1 HOUSE TRAP PAGE : Fak. 6061! 6' O" 6' 6" X ''2" SLIDING DOOR 2 MEETS EGREES CODIE BEDROOM •3 194 25,1 15.5 11.4 16 PLUMBING RISER DIAGRAM (NTS) 11.a T,6 24X36 OVAL 2 0. - 3' & 2 4" x 3' 4" WINDOW 2 BEDROOM •4 194 25.1 15.5 FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1(009.1.4 TRUSS OR CEILING JOIST WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-I0d NAILS FOR WOOD STRUCTURAL PANELS GABLE END TRUSS FASTENER SPACING W Q 2 FEET 4 FEET 6 FEET N u WTABLE ANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN < 2 FEET < 4 FEET O �� / / ( b FEET < B FEET u u 6" 12" 9^NAIL$ 16 I6" 12" H/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.O.EXCEED 40 FT. MAX. ON A MAXIMUM WIND SPEED !3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. LXCEED NOT �����/ 2"x4" BLOCK NAILED TO EACH MAX. BRACE WITH 4-I0d NAILS b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. GYPSUM BOARD c NAILS SHALL BE lod COMMON OR 12d BOX NAILS. \ d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE //\////// 5d COOLER NAILS AT T" O.C. ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM 20 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS, 8. 10-Bd NAILS AND ADAXM UM OF B EETURAL PANELS4 BHAUL M,), HAVE A MINIMUM THICKNESS OF T/I6 INCH lll.l m) FOUNDATION CLEARANCE FROM SLOPESf PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT a HARDWARE PROVIDED. FIGURE 8403, I,l, I g TABLEI FROM SS - 1999 EDITION. - ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3,6a) - n a EXTERIOR OR BEARING WALL n TOP PLATES w ENDWALL JC)15T STUDA 4 NOTGN GREATER THAN500. OF THE PLATE WIDTHBLOCKI BORED HOSE Max DIAMETER 608. BLOCKIN OF 5Tv_n DEPT-I 16d NAIL AT 24" 0 C. GYPSUM BOARD 16 GAGE (0.054"1 AND 1.5" WIDE MET &B" MIN. TO EDGE $I EAOF TIEACROSS NOOTCH WITH B 6d EACH SECTION A-A uj NAILS EACH SIDE if 5/5' 111N. TO EDGE j/_ N Q X 40% OF MUST NOT EXCEED WOOD STRUCTURAL PANEL 1L 4 FLOOR BRACING= AT END BAYS LL OF STJp DOTH TOP PLATES Bd NAIL AT 6" O G INSTALLED IN ACGORCAh CE (WFCM FIGURE 3,6b) Uj 'ALL PANEL EDGES, WITH NAILING SCHEDULE co 'TABLE 3.1, WCFM HIGH WIND EDITION) �--- r * PIPE BORBd N41L A' 12" O,C ON .ALL N v 0 FRAMING MEMBERS NO' AT ,1M' ED HOLES SHALL NOT PANEL EDGES ^" � OCROSS � BE LOCATED IN THE SAME - NOTCH SECTION OF GUT OR ad NAIL AT 4" O.0 (a) OUTSIDE CORNER DETAIL 0 >- , NOTCH IN bilJD TOP PLATE FRAMING t0 ACCOMMODATE PIPING= In Z ad NAIL AT 6" O.G. GYPSUM BOARD NOTCHING AND BORED HOLE LIMITATIONS PANEL EDGES) a FOR INTERIOR NONBEARING WALLS NAILS BASED ON u- xQ $HEdR WALL REQUIREMENTS LL (WFGM 1995 SBC HIGH WIND EDITION, 3,4,3, 1, 0 Lu WOOD STRUCTURAL PANEL NO CEILING Ibd NAIL AT 24" O.G. INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE 1 DIAPHRAGM CENTER 2x BLOCKING ENGINEER (TABLE 3.1, WGFH HIGH WIND EDITION) RA�BRS AND CEILING REQUIRED ON SHEATHING JOINT JOISTS OR APPROVED ROOF -RUBS ad NAIL AT 6" O.G. ON ALL ,��QF PoFt1r j, III WOOD STRUCTURAL PANELS FRAMING MEMBERS AT PANEL ON GABLE FACE AND ON WALL BELOW EDGES AND 12' O.0 ON ALL 1��1 PSV T BGp BASED ON 5HEARW4LL REQUIREMENTS FRAMING MEMBERS NOT AT +H * '�n �' w C OP PLATE SEGOhG STORY TOP PLATE- PANEL EDGES (' SEs DRILLING AND (b) INSIDE CORNER DETAIL 2 NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING D1$TT PERMITTED TO PREFERRED METHOD EXTERIOR CORNER FRAMING ,DgoFes4QeP�q�'♦ TOP PLATES BE GUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- 0-bwwP•`P BOTTOM PLATE SEE DRILLING AND /^\ SEE DRILLING AND JEFFREY T. BUTLER, P.E. + NOTCHING PROvIbIOMS \ NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.11 V3' SPAN I I`/3 SPA WFOM SECTION 3.4,1.1,1 _ m STUD J015T ENDS TO BE q O T BLOCKED AGAINST ^ m ROTATION BORED '-VJLE MAX WITH WGM 3.3.1 3-END RESTRAINT q" DIAMETER 40% BAND JOIST AND 3.31.4 BRIDGING ROOF FRAMING LWALL WALL WALL LU Z DOUBLE TOP PLATE FOR BLOCKING 4" q�' d) Q TOP PLATE_ SEE BRIDGING N 0 k OF ST4L DEPTH OR BLOCKING SEE WFCM SECTION 3 3 \ / _ Lu Z 5/8' MIN. TO EDGE /\may/\ o BEARING Tue WALL RFPLE9 D9 � <� TYPICAL 21" CLEARANCE 5/8" M.N. i0 EDGE A HEADER CONNECTREQUIRED DRS 24" CLEARANCE Q R LAP iC15T 3 N Mlh A W in c FRDNT CF �-! NO-GH MUST NO- ExGE=L � BO"OM P_dTE OPENING F NO25% H STUn-5" LL NO SAND JOIST LAVATORIES NOTCHES IN AI NOT BE OR B_oCKlh�_ SHOWER Q 7 WATER LOCATEL IN GT.DLE CNE'-.IAD JOIST HEADER STUDS FULL LENGTH CLOSET � - STUL LENGTH 5'L.. o�dTE • WALL STUDS 15 WALL OR BIDET _ _ IS" WALL z = aOUE Ib BETWEEN 40% AND 603 CRAWL SPACE NOTE Q W ^ o in BORED HOLES SHALL NOT OF S1r'G DET-.. THEN STUD `,UST BE OR BASEMEN SUBE`OOR UPLIFT CONNECTION 15 REQUIREDI DOIA5LE0 BE SS, SEED IN TAE T SUCCESS AND TU MORE THAN -'L0 FOUNDATION AT EACH END OF HEADER AND Q GRO55 5LrTIpK OF G„T OR 51:GGE55'✓E STUDS ARE LOUB:ED --r -' ---rr--- - AT BOTTOM OF HEADER STUDS IN2 TUg m NOTCH IN $Tl:p dt� SO BORED N7,JIUPLI�T ADDITION TO CONNECTORS AT � a CCtr{NEOTQ WALL STUDS AND AT TOP AND v R�f.1UIR BOTTOM OF CRIPPLES A i 21" CLEARANCE NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING I11" CLEARANCE NTERMEDIATE BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT - (WFCM 1995 SBC HIGH WIND EDITION, 3.4,1,1,1) CONNECTIONS FOR OPENINGS WATER CLOSETS PAG : FIGURE R301,2 of 2 MINIMUM FIXTURE CLEARANCES The design of this slnmlum Is based peon the prescriptive GENERAL NOTES. e approach using the 1 Al work shall he performed In accordance.with all stale, (TABLE 3.8 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Word Edition dninn (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association 11095) having jurisdiction and best standards of construction (I MPH 3-SECOND GUST = Nonstructuralelements are based upon The New York Slate Residential Coda-Jamiary 2003 �Q CEO MPH FASTEST-MILE WIND SPEED PER TABLE R3-1.2.1.3D (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Cole.na, see Table R301 2(1)on cover sheet practice The Amerman Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All n unutaneered lumber to he Douglas Fir#2 or better to all work performed on this project SHEATHING LOCATION STUD SPACING c WindnCrteonaention 31211 OR PANEL SIDING FOR Sd COMMON NAILS 2 The Cnnlrador shall verify all conditions at the me Any iSEE NOTE I) +INCHES. O.G.) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design ng Schedule For 3.101 2 1 )See Table 3301 2 1 21ur WindBorneDebris Protection discrepancies must he brought In the attention of the Engineer i SEE NOTE 3) (INCHES, O.G.) Fastening Tme Schedule Fnr Wond Structural Panels) prior to commencement of construction The Contractor shall be E 6 r5EE NOTE 3) ROOF FRAMING Dead Load-Sedion 33111 3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE I6 0 Live Load-Section an Ventilation-Section 3101 4 F n ,SEE NOTE 3J RAFTER TO TOP PLATE /TOE-NAILED) 4-06 PER RAFTER Mini and Room ArrairSectmn n R3 except for hidden job conditions. 3 Contractor shall guarantee to the Owner that all materials and Minimum Room Areas-Section 3304 equipment incor orated in the work will be new,and that all work E 6 CEILING JOIST TO TOP PLATE )TOE-NAILED) 4-Bit PER JOIST Calling lon-S. fur R n 6 will be of good quality, free from faults and defects for period INTERIOR ZONE 16 ' Sanitation-Section R30fi g p' F +SEE NOTE 1) _ CEILING JOIST TO PAR LEL RAFTER (FACE-NAILED) 9-I6d EACH LAP Toilet Bath and Shower S aces-Section R307 of one year from the dale o1 the pons Certificate for the of Occupancy Glazing-Section R308 p 4.The Engineer shall not be responsible jou the con for the. s means, E a +-EE NOTE 41 CEILING JOIST LAPS OVER PARTITIONS /PAGE-NAILED) 9-I6d EACH LLP methods,ns and pro sequences ne procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Section R309 precautions and programs in connection with the work,and he F COLLAR TIE TO RAFTER (PAGE-NAILED) er PER TIE Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out Exits-Sedion R311 E = NAIL SPACING,AT PANEL EDGES ,IN ) Lendin s-Section R312 the work inallnoleaccordance with the a for the act documents The BLOCKING TO RAFTER (TOE-NAILED) 2-Bit EACH ENG 9 Engineer shall not be responsible for the acts or omissions by F = NAIL SPACING ,4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD JN ) Ramps-Section R313 the contractor. No changes shall he made in the documents RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Stairways-Section R314 and/or the building as designed without the expressed written I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING Handrails-Section R315 consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED ° Guards-Section R316 5 The contractor and all subconlradors shall maintain commuous TOP Smoke Alarms-Section R317 PLATE TO TOP PLATE !FACE-NAILED) 2-I6d )SEE NOTE I) PER FOOT Insurance coverage including statutory policies(Worker From Plastic-Section 3310 Z, TABULATED 12 INCH 0,C: NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAP,TER'TRUSS FRAMING Compensation that$ mi etc)and general liability y an maunl not Simpson Strong-Tie TOP PLATES AT jNTERSEGTIONS (PACE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread and Stroke-Section 3319 MEMWERS WITH G'30 49 FOR FRAMING MEMBERS WITH O a2LG?0.49, THE NAIL SPACINGS SHALL BE p 9 Irss)hal$5 million and automobile nobility and damage Insulalien-Section 3320 REDJGED TO 6 INCHES O G � MT53C OR MT512 Dwelling Unit Se oration-Section R321 coveragenotless thany and The Engmeer shall be STUD TO STUD (FACE-NAILED) ?-I6d Z4" O.G. 9 P a name.tl insured n l any and all policies. ?° AT EACH ROOF RAFTER Moisture,Vapor st Denary-Sentpnn 3322 6 Provide 0025"aluminum termite shields over fibrous 3, T;ABULLTEG o INCH O.G NAIL SPACING ASSUMES SHEATHING AT 4CHEG TO RAFTER(TRUSS FRAMING- HEADER TO HEADER (PAGE-NAILED) sod I6' O.G. ALONG EDGES Protection A ainst Trac Se.cpOn 3323 USE 8-I6d NAILS AT Against Y insulation al all perimeter sills. MEMBERS WITH G)Q49 FOR FRAMING- MEMBERS WITH 0.42CGL0-49, THE NAIL SPACINGS SHALL BE TOP OR BOTTOM PLATE TO STUD 'END-NAILED) 2-I6d PER 2x4 STUD Protection Against Termaes-Se¢lion 3324 m e win END 7 All wood contact concrete or masonry to he Wolmz amed REDUCED TO 4 INCHES O.G Site Address-Sedion 3325 or pressure crensoled Arcessibillly-Section R326 �_16d PER 2,6 STUD 8 A single station smoke balance, alarm CO C. NSPACING ASUMEE5 alarm device shall be installed 4 TABULATE4 INH AIL SACISS SHATHING ATTACHED TO RAFTERrTRd5FRAMING + Flood Resistant Constmcbon-Section R327 STUD TO ROOF RAFTER a In each bedroom, it all Doors and shall he all interconnected netted per code MEMBERS WITH CLICAS. FOR FRAMING MEMBERS WITH 0.4?CG?0.49, THE NAIL SPACINGS SHALL BE y 4-I6d PER 2xB STUD 9 All bathrooms estate operable windows to tie mechanically ventilated REDUCED TO 3 INCHES O C Fesign based upon p 4 as per New York Stale Code BOTTOM PLATE TO FLOOR FOIST, BANCJC'ST, ENDJOfSi OR BLOCKING (FACE-NAILED' 2-I6d +SEE NOTE 121 PER FOOT Design based upon presumptive load beating unities of sandy gravel and/or gravel at 3000 pounds 10 Heating to he designed to provide 70 degrees F with outdoor CONNECTION per square fact Contractor to consult Engineer A different soil materials are farad upon excavation, designed air-temperature of 0 degrees F and 15 MPH word FLOOR FRAM NG or test hole. for alternative fooling and foundation wall design 9 p g 11 All eledncal work to ba in accordance to the rules and $I meson Strong-T le J015T TO S'LL -OP PATE OR GIRDER ,'S-NLI'_ED: L-Bd PER JOISTregulations of the N Y B F U and a N Y B F U ceNficale,is Frnmeatlon Holes to be presented In the Owner at the completion of the job MT512 - 16° O.0 BROWNS TO JOIST TOE-NAILED) 2-Bd EACH END Anchor Bolls ISSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply will, Stale and Local codes USE 4-8d NAILS W poured concrete foundation wall SaT high. 3000#test and the sewage disposal System to meet Health Department slandaids. BLOCK.NG TO JOIST ITOE-NAILED) 2-Bd EACH END Minimum depth-Section 403 1 4, 48"minimum coverage coverage to top of fooling AT EACH STUD 16" x 8"poured concrete wall footings. 30(1 lest 13 Do not scale drawings. Use figure dimensions only BLOCKING 54_ OR TCP -LATE 'TOE NA_ED' 3-Ie d EACH BLOCK 2-1 it"x 11 718" Morrill Gvder for 3 'S" x 11 7/8' Power Beaial 14 All work to conform to the rules and regulations of the New York 4"poured concrete floor alah wah 6xbx#10 mesh and vapor former Energy Conservation Construction Code All glazed area to be double glazed and all extorter doors to have insulated cores LEDGER 5`R F i0 BEAN lFAGE-NA+_ED) 3-I6d EACH JOISr Damp pronpng al prattler foundation below grade-Section R406 15 The Insulation protection as Indicated on these plans exceeds JOIST ON LEDGER TO BEAM )TOE-NAILED)" 3 ed PER JOIST 30' x 30"x 12"deep panted concrete column footings. 301 test the Code's minimum standards e Deck and porch footings as noted, 3000#lest,48"minimum buried depth 16. These drawings and specifications are instruments of service and I • 1 BAND JOIST TO JO'ST BEND-NAILED; I6d PER JOIST Foundation wall to extend a minlimum of 8"above finished grade shall remain the property of the Engineer whether the project for .r All footings to be carried down to undisturbed soil which they are made is executed or not They may riot be Used x No footing shall he set higher than a 30 degree angle from an other fooling i• ., BAND JOIST TO SILL OR TOF -LAT (TOE-NAI E'D) 2-I6d (SEE NOTE U PER FOOT g 0 g 9 Y g on any other project except by written authorization of the Engmeer. i Pour no concrete on frozen around or In freezing weather 17 The engineer hes sol been retained for site supervision, on-sle �' • .n ROOF SHEATHING Provide 3 K" feel tally columns inspections and rectifications as required or requested by the owner, i. Backfill shall not he placed against the wall until the wall has suf0aenl strength and has been codirector nr local budding department, i •' 5TRUCTURAL PANELS ad SEE TABLE 3 B) anchored to the floor above, m has been sufficiently braced In prevent damage ° DIAGONAL BOARD SHEATUIN3 by the backfill (Section R404 1 7) UPLIFT- CONTINUOUS PATH CONNECTORS ° ) 0 Iul OR I"x B" :-zit PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS Floor framing shall be nailed In accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND o I'xC' OR WIDER 3-fid PER SUPPORT Draflsupprng-Section R502 12 HIGH WIND RESISTANT Flreblocking-Section 350213 INSTALLATION MANUAL FORCONSTRUCTION CATALOG C-TA/02 ' CEILING SHEATHING Floor Constiucnan ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16° GYPSUM WALLBOARD 5d COOLEREDO' FIELD '/."OSB plywood subiloor taste per Table 31 WFCM SSTB28 WITH BEARING PLATE, SEE FOUNDATION 0 LJ-{ Floor joists See Foundation andl Floor Plans spacing as noted NOTES FOR SPACING AT EXTERIOR WALL SHEATHING Fasten par Table 3 l WFCM PERIMITER AND 51mpron Strong-Tie (1 2-2x6 CCA s9 with terrane shield and sill seal SILL PLATE TO RIM JOIST USE ll- ST¢UC-,.RAL PANELS ed 'SEE T.:B-c ? 9; GARAGE/HOUSE MSTA36 - 16" O..-. Finish floors per agreement LTP4 I6"O C AT EXTERIOR PERIMETER AND GARAGEHOUSE COMMON WALL COMMON WALL i USE 4-Bid NAILS X PREBOARD PANELS -4 Wall framing Construction WFCM Presanpnve Melhnd USE 4 Bid NAILS AT EACH ENO USE -HBe NAILS AT EACH STUD Q Q -:I6 bit 3' EDGE o PoE_D Wall frIr'I I W and pmshrng shall the nm nr alletl and nr screwed accdanre with31 Table WFCMAT EACH END UJ 5132 3d 3' EDGE 6' FIELD 1x6 Pine fascia wrap GARAGE STUD TO GARAGE SILL PLATE USE lU S r- - Overhan s as noted SSP CONNECTOR AT 16"D G FLOOR TO FLOOR CONNECTIONS J o GYPSHM, LAI , BOARD 5d COOLERS T' EDGE / IG' FIELD Vinyl vabled soffits USE A full NAILS AT EACH ENDSILL � N P TE TO RIM JOIST AND (— Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. HARDBOARD Bd (SEE TABLE 3-S) Siding See ElevationaMTs ,z 16°0c RIM JOIST TO STUD CONNECTION CID PART'.rLE00ARD PANE'S ad (SEE TABLE B.9/ Tyvek housewrap USE 4 8d NAILS AT EACH END - Iva) on 'h"OSB sheathing see faslemmg schedule,Table 3 1 WFCM lo (3 1.0 DIAGONAL BOARD 51H.ATHII 2.4 Studs L) 16'in c with 2x4 s[has and double 2.4 plate FLOOR TO FLOOR CONNECTION USE43 "Gm ypsuwall board MSTA 36, 16 0 C � X 3 dl 1'x6' OR I"x8• 2-Bd PER SUPPORT 5/8"Type X OWE In garage USE 4 ad NAILS AT EACH ENO Z 'G"MR GWB rn at areas I'2° SPACING BLOCKING AT FOR CANTILEVER CONDITION USE MT51Y, 1fi"O C —� '`x1O" OR WIDER 3-ed PER SUPPORT AI least one wmtlow in each sleeping room shall Com I wrth the ext requirements of section 3310 ALLOWS o 24" O.C. ALLOWS � P 9 P Y q USE 4 8d NAILS AT EACH END Hole drilling and n(2)for hmbearin m figure R602 fi(1)for hearing walls HOLDS U M FLOOR SHEATHING and figure 36025 ri for ming diclrn walls HOLDDOWN 9 I ) 9 RAFTER TO STUO CONNECTION USE INSTALLATION d 19 STRUCTURAL PANELS Follow exterior corner framing dielait figure 3602,10 5 MTS 12,EACH ROOF RAFTER INSTALLATION 0 SIDEWALL �11 � USE A 16d NAILS AT EACH ENO •.•- I' OR �S5 ad 6' EDGE / 12" FIELD Rmf Assemblies -WFCM Prescriptive Method Asphalt strip shingles shall have)a manmum of axial resisters per shingle Isecoon R905 fit RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong-Tle ENDWALL o GREATER THAN (' Ort 6' EGGS ( 6 FIELD Undedayment application(Section R905 2 7) CS20 USE 8-8d NAILS IN EACH END MT512 W For roof slopes of toil units vertical in IweIvJJ 12)units horizontal (17percentslope), AT EACH ROOF RAFTER DIAGONAL BOARD &PEATHING up to fourAi units vertical in twelve(Q)units horizontal j33 percent slope) undedaymenl AT EACH STUD HOLGDCWN 0 O o xa' OR "xB" --Bit PER SLe''-OR- shall he two(2)layers applied in the following manner Apply s 19inch1483 mm)strip of DECK POST TO CONCRETE CONNECTION USE (PI4D5J 0 CORNER STUD undedaymenl fel( parallel with and starting at the eaves fastened sufficiently'.holo in place PBS44A FOR EACH POST USE 14 16d NAILS CONNECTED TO F - ENGINEER - 'x'O'" OR 'WIDER 3-ad PER SUP-ORT Starting at the rave, apply 36-+nmh-w,de (914 mm)sheets of undedaymenl overlapping 0 TRANSFER SHEAR o ^.r'_*s ti�„eP-E\r- -_-- =E.' _,�__ s--. -_o z ^^-ce. -F -- F=— =s = - - _ `- _ _ _ _ _ = Fnr raol p n L,u I lis ner➢ral m u.ely_ 2, its 'Ie y hold p re PC44 FOR EACH POSTCONNECTION USE N NAILS AT 10 O.0 rt �. _ 3 '.._ �h _ .a_ .-1. - 'C -YV '- -c£43 _•cPc C_ E"CGa b.= 5-ELF P__ce PHOS. nicressve sheep, 19 orches 14933 mml and fastened still( till in in a DECK POST O GIRDER L 2 I6d COMMON �� PoE� _ _ F L _ "'I ��+n 0 o HOLDDOW g1P V T -� BE -c -4v-L1 _aE -._ _ Lie Prste.cb.n (Siouan R 9052 7 1, GIRDER TO DECK JOIST CONNECTION USE1,IIII-2-10d i 0 * DQE Bpr� __ =F" c __ -�_c=� o ao __ =ac =_-- Urdarla•,)mera In high .v of Ser,,,cn R 9(IS z 1 MT51 _ EACH JOISTON ® cl CORNER STUD 9 Rashm, ISacnov Rg905 2 E 7 2 2(m E COMM Chrmn, sang Fres aces- ha ter ',0 0 CONNECTED TO nu A Y P p GIRDER TO DECK JOIST CONNECTION USE NAILS AT 6" O C. W Energy Efficiency Chapter see attached +eoort MTS12(a, EACH 101ST 0 TRANSFER SHEAR 2r �S A Mechamcal-Chapter 12 General Mechanical Systems Cihapter 1'+ PORCH POST TO DECK USE iTABLE 3.2AWFCM HIGH WING EDI-ION) Heaping and Cooling Equipment Chapter 14 2 - AC4 -USE 14 - led NAILS pF ION <4e Exhaust Systems Systems-Chapter ler 15m�®®FUTL SILL OR B`�ITTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL a SHEAR LOADS Duct Systems-Chapter tfi PORCH POST TO GIRDER USE 2 AC4 Combustion A+r-Chapter 17 USE 14- and NAILS JEFFREY T BUTLER, �E. FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 12 ANCHOR BOLT CONNECTIONPlumbing-PartVll a SUPPORTING EDGE NAIL SPACING (IN. 1 (1'2" ANCHOR BOLTS) 3/4" MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- • MTS 12 AT EACH ROOF RAFTER SILL PLATE TO FOUNDATION STORY 46 EDGE DISTANCE BP LL CANTILEVER CONDITION HOLD DOWN BRACKETS AT SNEAK WALL CORNERS, I� /CRAWL SPADE BASEMENL2 STORIES ALL 23 w F_ t 3 STORIES 15 AND WINDOW AND DOOR OPENINGS IS) WALL BOTTOM PLATE TO FOUNDATION 1-1 STORIES W ° B (WFCM FIGURE 3,7a d 4,�b) z p !, i9LAB-ONGRADE) b 36 ,Sl mpeor Strong-Tie W Z NOTE: MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE By SIMPSON, SEE DETAIL _ 4„ 0210 2X6 = Q Q ) = I ' < AT EACH RAFTER /A Q w Simpson Strony-Tle 1e d 4-IOd x I/2" V, i + [TABLE 3.9 WFCM HIGH WIND EDITION) AC4 - NOTE O m AT EACH POST RIDGE TENs1Qv srRAP WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ATTACH LEDGER TO FRAMING MEMBER Q 2 sG J5E B-ed NAit-s i120 MPH 3-SECOND GUST = rG0 MPH Fg5iE5T-TLE WIND SPEED PER TABLE R3-L2.1.3-' SEE -LAN WITH 2-I/2" X 5° LAG BOLTS AT 16" IN EACH) Enc AT � Q � RUCTGRA_ 6EEATPt NG MAXIMUM NAIL 5P'ACINC- ON CENTER EACH ROOF RAFTER W Z SHEAT"ING LOCATION 51-1 SPACING � ILI 7 O SEE v0� ', VC-ES C.C : OR PANEL 5DING FOR 8d CCMMO''' NAILS d Q Q o iSEE NO= 3: NG-ES GC f p G 0 . 1 s Simpson Strong-The r) 4' EDGE ZONE I6 6 0210 2X6 Q F ISEE NOTE A' AT EACH CEILING JOIST 7 r 6 4-I0d x 1 1/2" RAFTER INTERIOR ZONE F 12 ' d E . NAIL SPACING AT PANEL EDGES ,IN.) , F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD I IN.) ,a A A Simpson 5troi re 2° MINIMUM I. FOR WALL 5HEATHIN6 WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOVER C U210 2X6 RIDGE BEAM y REQUIREMENTS SHALL BE USED. •b:jr AT EACH DECK/PORCH JOIST 5lmpoon Strong-Tia 4-IOd x 1 1/2" PA GE . 2. TABULATED 12 INCH O.C. NAIL SPACING A55UPIE5 SHEATHING ATTACHED TO STUD FRAMING • • AT E A AT EiACH POST FOOTING Simpson Strong-Tie MEMBERS WITH 620.49. FOR FRAMING MEMBERS WITH 0.4ZSG$Q.4e, THE NAIL SPACINGS SHALL 59TB28 WITH BP ' ' TYPICAL PORCH/DECK2 Of 2 BE REDUCED TO 6 INCHES O.G. PORCH COLUMN CONINECTIONS RIDGE TENSION STRAP DETAIL 3. FOR EXTERIOR PANEL 51DING, GALVANIZED BOX NAILS 54ALL BE PERMITTED TO BE 6Uf36T17UTED ANCHOR BOLT DETAIL LEDGER CONNECTIONS FOR COMMON NAILS. OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR P,iH WIND CONNECTION _ REQUIREMENTS L IV IVO N_ V y� IJ qO IL .I sr„' 8 z . 53' 11" z � v N_ Q N p 3.. Y•��� �� 11" IK' H'� 2' 11.' ��U" IT"" tt m 1'II° To., y.4.. 9'4" 4'Ir" T0" LIGHT AND VENT CALCULATION FOR EXERCISE ROOM: CT r 30 TW 3 42-3 AREA = 446.0 50. FT, LIGHTING REQUIRED - 35 6 SQ. FT, LIGHTING PROVIDED - 43.2 SQ, FT, VENT REQUIRED = 11.8 SQ. FT. 2-2X 12 HDR. FRAME WA L TO R.R. VENT PROVIDED = 23.8 SQ. FT u 2.10 9 WA BELOW ¢RFR+I*' l ul I 3r1O WALL BELOW L t ._,_..._ J R R. TW 3046-2 _O r23 Plti TW 3046-2 2-2 10 HDR 2-2x10 HDR - ? /2x10 R.R. X 2x10 R.R. RvlO R.2x �W lalO R.R O� Iry , ]vlORR � Ya1 RR. � a �1 a I6 O.0 a 16' O.G, WALL BELOW r Is^ ae t7 . 16 aa_ v� dP o Is�o.c. t7 = I 2c rc CI LL' p K ld PITCH) B PITCH) I /Q _ - �, re Prtcu/ ILKa Plmer `�gj "4 r m n Plmu' y s rrcw ° bl ala" III r'l1' t L ROSH dy 3/4 x 11 7/5' FLU BEDROOM �\ - /" Q IL O d'O" CLC. HGT - w U V U U O O 0 X 1' 1 K1 In BEDROOM "2 A W EXERCISE ROOM -r s , 0'0" OLG. HGT 6'0" OLS HGT. - iii d O p 18, II" 11' i IY' p f' UU— ", - 4' 2'6'' ei it - le '- OPEN TO BELOWU w = I+1 T• tu -2X10 FLUSH „n, II BATH 2x12 RIDGE - RAILINGS PER CODE 1 - ATTIC 9 Q Q - — J- 2x12 RIDGE - _ - 2x1? RIDGE e- W v _ - -- _ — _ —[' I aa� gi - - - - - - - - - - - - — _ — _ — lyu m _ X Z LL w x 1LCONY a m r_ III Q CLOSET _ x = BALCONY ? r - O POST 3 4 " M,L. UPSET 3-2X4 POST 1' H _ _ _ _ _ _ — _ — _ — _ _ _ _ �I a.� 2' 6'6" T'4• m I_ m uj 2'6" u z OPEN TO BELOW O M 3 1L I3' IU" L Iu r u- LL U i BATHROOM 4 U 0' O F U- 5'0" 80" CLG. HGT U O "T. O :p 11- BEDROOM +4 W -� d'0" GLS. HST. m W _ — _2-13/411 'I/e_' M_L FLUSH cusrOY ' / \.' d ry/ 2 Pp gn u - -I " n i •' ri.0 FLASH �W \ _ _ _ ¢-I :r4" . n vs'_n.' Fw5H 2-1 3/4' x II /9" T1.L FLUS_ �I ]d0RR ]nIO R.R i -- - r 4,IO Ra In hl RR - - - mis" ot_ � als�ccc. r r 'a � LU ulna aIe oc. d' el " oc L re PrtcH/ k re Plrcw ° n •� d n�' 2x10 R.R. 'p 2x10 R.R. rc P. lr re PITGHJ �`-' 'e PlTcu/ 4 I n L WALL BELOW :2:-211 O.C. RIR!d XfdPITCH' �` 2-2x10TW 3046-2 HDRFRAME WALL TO R.R, TW 3046-2 WALL BELOW WALL BELOW CTN30 TW 6042 3 JEFFREY T. BUTLER, P,E. 0 U Z o a W z o O u m uj i U) 4'11„ 4'U„ r/'4�' 9'4" 4'0" 4'01' CC Z L z J - J L Z I Li YY. y'1)' 22' 11" IH'%" '_' Il.' �� a�' r � � w aN p o U) u 10 1 SECOND FLOOR PLAN AMMENDMENT TO PERMIT "290602 0 LIVING AREA (PREVIOUS) = 990 50.FT. � o LIVING AREA (REVISED) = 1436 SQ-FT. LL-1 'r SMOKE DETECTOR INTERCONNECT PER CODE P,4..,1'E : 5 of ro TABLE R30I.4 -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), WOOD 5-R�TURA��PANELS MINIMUM UNIFORMLY DISTRIBUTED LOADS ;PTU DESICsN CRITERIA PERSIIAIV"O 1609 I J SEE WIND SUBJECT TC DAMAGE FROM FASTENING SCHEDULE ON WINTER ICE SHIELD USE/ DETAIL 5ILEET IN THIS SE- JbE /E LOaD GROUND SEISMIC FROST Fx-ERIOR BALCONIES - SNOW SPEED EXPOSURE DESIGN LINE DESIGN UNDERLAYMENT FLOOD LNE DEAD ROOF UPLIFT LOAD WALL SHEATHING OGCUPANCI HEIGHT FIRE AREA TYPE OF 7ECK5 LC LOAD rl'IPHJ CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REC UIRED HAZARDS I LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION SEE DETAIL THEE- FDR PASSENGER /EIIG-E GARAGES 50 MODERATE SiIGHT TO FROM l9E5 PERIMITER EDGE ZONE = 331 psf EDGE ZONE _ ]5 b psfFIRST FL?OR - lh SG.FT _ E Orr WAND CONNECT ON ATTICS W THOUT STORAGE IC 45 pef 12C B SE/ERE 4S TO HEA✓Y MODERATE II YES FIR" MAP5 40 FeF 10 pN INTERIOR ZONE = 16.6 per INTERIOR ZONE = IS.9 paf R ,, _9 C SECOND FLOOR = 915 5C] FT, REOJIREHENTS A-TICS WITH STORAGE 2C ROOFS OTHER 'HAN SEEPING ROOMS =0 SLEEPING ROO-& 30 S-AIRS FO / GIIARDRAl_S AND -IANDRAILS _CO _ O CONT RIDGE VENT CON' RIDGE ✓ENT ASPHALT ROOF SHING_ES TY r m 1� -- 7 IF OF 11-TE IV ETTI LLLJ 21 TOP OF 5JBFI_OOR -- - - TOF OF GEI_I O b Hil- LLJ � 0 0 0 /�EDAR 51DIN5 -- — -OP OF 5JSFLCOR rl GRADE GRADE - - - - -OF cF FOLNL-TIC'I, arW Lu m , ----- - ----- ------------- ------------- ---- ---- - - IN ,& x S° - _ =T_ --- --- •---•- } c xzii --- --- -- - STEP FOOTING m 30 DEG MAX. X O __ — _ ______________________________________ ' ~___-__ - ___________-_____--_--_--__-____ -_ __--__--_--__-__-____ -_- -, Lu o O FRONT ELEVATION MASONRY CHIMNEY a ENGINEER pF NEW - � y.`Q• QEY T.BUT�FQ�F � / W p9pFES510NP�" JEFER ER, P E, I� m Ld U ' r U FLA5H z ALL ROOF INTERSECTIONS OF 3JBFLOOR 1 u TOP OF CEI_IN3 CO Lli � n � u r 0 z z - g . W W � Q � y s.�eO.H.G o cn , 0 —_ _— TOP OF dLBFLCORo ei u m GRADE -- — _ _ — OF JC FOUhGA-ION y i o a r -------------------------- ------------------------------------------------------------------------------ PAGE : RIGHT SIDE ELEVATION OPENING PROTECTION BT WOOD STRUCTJRAL PANELS PERSUANT TO 1609 1 4, SEE F48TENINS SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIF_ SHEET FOR HIGH WIND CONNECTION RE.^_JIREMENTd U IV m 1 U 0 IV T1 W IV I11 L I' 1 1 IY I11 �I � r z N f IY JI IZ I1 L V JI 11„ IY m LIGLiT AND VENT CALCULATION FOR EXERCISE ROOM IT 30 AREA 446 O SO. =T TW 9 42 LI>HTING REQUIRED 35.6 SO FT LIGHTING PROVIDED = 4,_' 50. FT VENT REQJIRED ri E SO =T 2/2x12 FOR FRA"E WA L TO R.R. VENT PROVIDED -; E SO F- c.'c P .x10 WALL BELOW WA L BELOW _ 2--IT TW 3046-2 / W 30464 r -2.10 P /..10 R.R /= R.R. IC N ra du � P Fp� 16" O.G� X I6" O.G p' 3.� R R I� ;.I R N ] w WA_L BELOW In n F�TTc U r_u fY �.�. � PITCH) � ,. °6 �I'CH) � �4, l o � u IY �i � .� 'cu. IV - - _— — TeIvs1 -_u U BEDROOM'HG- =w� _ — \ O SIL IL A a rt. m N BEDROOM "2 0 ® N EXERCISE ROOM L O EF 90' _LC, HG' it III IV T CO L'O CLS G III . CLS .� + 11' III" 2'll" � 11 )' W III 111 u � M OPEN TO BELOW „1�. „ v U 111 r :9 � v = �4v10 =LJSH — — BATH , 1— m9 x ATTIC _ :,DIY RIGGc RAILINGS PER CODE _ IJ � 2d_' RIDGE 6E661` — _ — _ _ — _ _ — _ _ — _ _ _ — - - _ _ — _ - - -. _ x Z IL ].Il RIDGE — _ — _ 0 W 11 BALCON`I O = O CLOSET ITI 1 -x4 POS' III ,: r� _ 1i' I 6 a co n _ f 2x4 POST - I 's 4" x 4" M.L - — U II I r In' w III OPEN TO BELOW Vq U •" 4 BATHROOM pY- U � WLLI e0' - u o ,T. o _ lII, BEDROOM •4 , „ ,v, U .L % � w � o O" L9 ti1 �� a off, — --- - IY - -r� - W - --- IT - H a IV IY Il' U ENGINEER. z 1„ �IT—I NEy 2-I_�i .IC R - iD R4 � IIII �� UIYJ m16C _ rG '� Lv IV�I U �vF wTc� ro PITGH ° * W 10 R.R A . 8 IV �K 0' d LA_L BE_OW Iv •Y� X IV wIV .Io IV F6" O.G T.Ic�� IV IY 0.%� 16" a I R R m - xl0 HDR m P W LOR A ,. � c =1TCHJ x IB -ITC4J I' FR �' 4' ,.4' ,.4' „4 , / 2 'L :046-2 :2X.2 HDRFRANE WALL TO RR. I, n" SFO ,.141E BELOW �A�LBELOW I 551��P CTN30 JEF=RET T BUTLER P,E. T'Aiuj 90413 1I ul I 11ZLU 7 � u 6 u W �o z z 411, Q � w w cn a 1 -- W SECOND FLOOR FLANAMMENDMENT TO PERMIT "2906 OZ � O H o LIVING AREA vPREVIOUSJ = 990 SI. ,FT, cc IL r LIVING AREA (REVISED) = 1436 SQ.FT, SMOKE DETECTOR INTERCONNECT -ER GODE PAGE 5 of ro