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31543-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32479 THIS CERTIFIES that the building NEW DWELLING Date: 07/17/07 Location of Property: 705 CARRINGTON RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 11 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 20, 2005 pursuant to which Building Permit No. 31543-Z dated OCTOBER 20, 2005 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 SINGLE FAMILY DWELLING WITH COVERED PORCH & GARAGE ATTACHED BY A BREEZEWAY AS APPLIED FOR. The certificate is issued to JAMES L.HOFFMAN & RUTH A. BEYER (OWNER) of the aforesaid building. SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0092 06/14/07 ELECTRICAL CERTIFICATE NO. 2007934 05/27/07 PLUMBERS CERTIFICATION DATED Rev. 1/81 06/14/07 JAMES L. HOFFMAN A thorized Signature 516 'X60 Q5;)- Form No. 6 TOWN OF SOUTHOLD n� / BUILDING DEPARTMENT (2 1 ( 6 TOWN HALL 6 Y� 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 IIealth Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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. 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. 7� New Construction: Old or Pre-existing Building: (check one) Location of ert Pro r P Y � 7 G �� iV17_ 7yN X"a • (/i,/i�UGL/Il/J.Gt.�� House No. V Street Hamlet Owner or Owners of Property: � `AW S - 6-M 11,rl��j74Ork? Suffolk County Tax Map No 1000, Section (( Block Lot /K Subdivision Filed Map. Lot: Permit No. 2/5 �4 2Date of Permic Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ co 3a� AW L�� Applicant SfKature 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. 31543 Z Date OCTOBER 20, 2005 Permission is hereby granted to: JAMES LOUIS HOFFMAN 39 VERNON STREET PLAINVIEW,NY 11803 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AND GARAGE ATTACHED BY BREEZEWAY. THIS PERMIT REPLACES 29702. at premises located at 705 CARRINGTON RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0011 Lot No. 014 pursuant to application dated OCTOBER 20, 2005 and approved by the Building Inspector to expire on Fee $ 2,214.60 Rev. 5/8/02 ORIGINAL //i. -v - 5' BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM HOFFMAN JIM HOFFMAN 705 CARRINGTON RD 705 CARRINGTON RD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 Located at 705 CARRINGTON RD CUTCHOGUE, NY 11935 Application Number: 2007934 Certificate Number: 2007934 Section: Block: Lot: Building Permit. --2T= BDC: ns11 S1 S4 ) Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of May, 2007. Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor Appliances and Accessories Oven Cooking Deck Exhaust Fan Dish Washer Hydro Massage Tub (Therapeutic) G F I Equipment Protection Device Furnace Panels Wiring and Devices Outlet Fixture Outlet Receptacle Switch 2 0 1 0 40 l 0 50 2 0 1 0 1.2 1 0 1 0 1 0 100 CarMon/Smoke Amps Amps F.H.P. KW Oil 18 106 0 Fixture 106 0 Incandescent 180 0 General Purpose 140 0 General Purpose 75 0 General Purpose Continued on Next Page l of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. /i/, - // - /L/ MirrJ�rJ a�PrJr�r�rJ�rJ arJ�cfarJ�rJ�cPrJ�rJrJr�rJrJ�rJ a�P1PcPrJ�cPcPl ; l opLLrL3r3, far I, ,: 1: 1: 1:1 PcPrJ�r�rJ�LPc rL3rL3 J'ar PLrL3 r rL3rC cPrJQrJPLLPLrL3L3PLPLLPLPLLPL O SBY rzl THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT c� S 5 Upon the application of upon premises owned by 5 JIM HOFFMAN JIM HOFFMAN S 5 705 CARRINGTON RD 705 CARRINGTON RD 5 5 c5 CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 5 5S Located 705 CARRINGTON RD CUTCHOGUE, NY 11935 S c� at Application Number: 2007934 Certificate Number: 2007934 5 e5 5 Section: Block: Lot: Building Permit:°2707— BDC: ns11 Is- V'3 S 5' 5 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: CCCS Basement, First Floor, Second Floor, Attached Garage, Detached Garage, Outside, rrrS �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 25th Day of May, 2007. 5 5 5 Name 2 Rate Rating Circuit Type C Receptacle 8 0 GFCI 5 5 Paddle Fan 6 0 5 Receptacle 1 0 20a Laundry5 5 Receptacle 1 0 30a Dryer 5 5 Service 1 Phase 3W Service Rating 400 Amperes 5 fj Service Disconnect: 2 200 sw 5 5 Me[ers:l S 5 5 5 5 5 seal 5 2 of 2 5 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 5 5 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Building Permit No BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION )S -43z Owner: �C- 1/11le5 0 -FfYy1 Ak) (Please print) Plumber: _ 4mr- S I, �- Fl .Afd (Please print) lead. Date: (Q- N-07 Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this / y44� day of , 200-2 Notary Public, /'v455titi County JEAN M. BROWN No" Public, State of New Yb* No. 01 BR6085999 Qualified in Nassau County OommWlen Varna January 18. i0/1 AM59, � al4o , 9/zcyi7 �S 58 �rr��/ ,AvO,vU6 sg�tvru-� , o DEP', TOWN QF Sni TH0'_D y aggAW G /STS 9r � tU, hnl"eo coves. �Z� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING / FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRWIVII [ J FIRE RESISTANT PENETRATION REMARKS: -r DATE 7, #moo INSPECTOR �, 3 /,5-1'3 7 - TOWN TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAW CCONSIMWrION [ ) FIRE RESISTANT PENETRATI01 REMARKS: ' " � - o"zEll Or WsF- r / v r DATE 7— 9 — d 7 INSPECTOR r o�� 3 /S- K3 z - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a DATE 1/-13- INSPECTOR 3 I S�3 7 -- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /A� DATE INSPECTOR 31S-` 3 -Z-- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c� l> -e, �.e ak , DATE INSPECTOR ' 3�sfg z - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [X ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C" MEN I� prd���� Oc r. DATE 10 -IT -06 INSPECTOR- i��Y� d 315 V3 vr�2q 7L z 765-1802 BUILDING DEPT. INSPECTION 'w' uL-��-- I [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE &jjCHIMNEY [ ] FIRE SAFETY INSPECTION ® DATE / - �S INSPECTOR .,�-/---�4 d 3�5�l3 P-1 70;1 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [\]] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [/ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �-'� DATE ` `3 INSPECTOFi' titi�Q �� Sys 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR 7--,� t'�, iq u,� r/ c a DATE /;� - ;�3 � 0 � INSPECTOR i�.� -eW 3y s 13 �--/ 7 0 ,�L- ,Z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �J FRAMING ("5Tl%Fff//46)- FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a'`� FA 4-ok, I DATE a, a-�- INSPECTOR M-1802 BUILDING DEPT. LECTION [ J /"NDATION IST [ ] ROUGH PLBG. [ U�jFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CHIMNEY REM _RKSo- DATE LJJI i n y67e �a /©w M-1802 BUILDING DEPT. SECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY REMARKS: DATE [ ] INSULATION [ ] FINAL INSPECTOR i 765-1 B 6 DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL REMARKS: DATE ` /��/� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) --------------------------------------- ---------------------------------- FOUNDATION FOUNDATION (2ND)✓ Jz ROUGH FRAMING & PLUMBING T�/CjJU�i,1 r- / Ip p,�Ll$ •� p y f?A Czn%C ,1 -- a INSULATION PER N. Y. STATE ENERGY CODE 6 -04- « 'l FINAL 1-7-e 7 OL i , ADDITIONAL COMMENTS` Alor - r o 746-6/ � 6 ` oR/�/.v,�L X y z �m - �d Q ;y TITLE NO: 03-3704-53320.SS District: 1000 Section: 111.00 Block: 11.00 Lot: 014.000 Town of Southold Cutchogue, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar 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. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above -captioned property has been in single and separate ownership by Viola Hoffman and James Louis Hoffman, joint tenants and his/her predecessors in title since prior to 04/23/47 except as follows: (see attached chains of title). The liability of the Company is limited to the $25,000.00 of Insurance to the Town of Southold. Dated: August 26, 2003 FIDELITY NATIONAL LE INSURANCE COMPANY DIANA M. OLSEN Sworn to before me this 26th da of August, 2003 � ��z & 0 0 Notary Public ANN MILL. /yiprAR P0,64s Q14TAi Nb- 3a`f6S (PuAc• ?UoLK Qz Q'z^m. CEM. $lwlt)4 tic LA) y0r'< TITLE NO.03-3704-53320.SS STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Diana M. Olsen, 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 : 1000-111.00-11.00-014.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/23/57. SUBJECT PREMISES: 1000-111.00-11.00-014.000 Nassau Point Club Properties, Inc. Liber: 1885 cp 437 To Dated: 09/14/36 Lyndon G. Tuthill and Recd: 10/05/36 Ruth C. Tuthill (Premises & more) Lyndon G. Tuthill, deceased (80-A-1937) To Vera Tuthill, widow, Howard Tuthill, father and Jennie C. Tuthill, mother Vera Tuthill Liber: 1977 cp 270 To Dated: 04/15/38 Ruth C. Tuthill Recd: 04/19/38 (Premises & more) Jennie Conklin Tuthill (mother of Lyndon) Liber: 4614 cp 66 To Dated: 03/16/59 Ruth T. Houston f/k/a Ruth C. Tuthill Recd: 04/20/59 (Premises & more) FID7 NATION LE INSURANCE COMPANY DIANA M. OLSEN Sworn to before me this 26`" day of August, 2003 Notary Public ANN �iCL 11b11ARy �u�BUc� S7YJ�' NO, o-b3a�f6� QLnG suFFot.9-C-a• eT,ro. AXP. TIQ-0,6 D?-- N&w �� `a Ruth Tuthill Houston Liber: 5134 cp 268 To Dated: 03/01/62 James Hoffman and Recd: 03/05/62 Viola Hoffman, his wife (Lot 410) Viola Hoffman, individually & as surviving Liber: 8827 cp 374 by the entirety Dated: 05/08/80 To Recd: 05/27/80 Viola Hoffman and (Lot 410) James Louis Hoffman, joint tenants James Louis Hoffman Liber: 9040 cp 1 To Dated: 07/07/81 / James Louis Hoffman and Recd: 07/23/81 ✓ Bernadette Missano Hoffman, his wife (Lot 410) James Louis Hoffman and Bernadette Missano Liber: 12259 cp 362 l Hoffman, his wife Dated: 09/29/02 •/ To Recd: 07/03/03 James Louis Hoffman, James Michael Joseph Hoffman and Nicole Frances Maria Hoffman LAST DEED OF RECORD PREMISES SOUTH: 1000-111.00-11.00-013.000 Nassau Point Club Properties, Inc. Liber: 1885 cp 437 To Dated: 09/14/36 Lyndon G. Tuthill and Recd: 10/05/36 Ruth C. Tuthill (Premises & more) Lyndon G. Tuthill, deceased (80-A-1937) To Vera Tuthill, widow, Howard Tuthill, father and Jennie C. Tuthill, mother FIDE NATIONAL TITLE INSURANCE COMPANY DIANA M. OL -SEN Sworn to before me this 26`h day of August, 2003 't�z QQ Notary Public A&iiv Nic L /yoTtqA-V Pu��c, No. Tb3 Q y(o-F Q UAC- S U tpiec) li- Co. Gzvhm- aK O.-?/al�o 6 Vera Tuthill Liber: 1977 cp 270 To Dated: 04/15/38 Ruth C. Tuthill Recd: 04/19/38 (Premises & more) Jennie Conklin Tuthill (mother of Lyndon) Liber: 4614 cp 66 To Dated: 03/16/59 Ruth T. Houston f/k/a Ruth C. Tuthill Recd: 04/20/59 (Premises & more) Ruth Tuthill Houston Liber: 5135 cp 177 To Dated: 03/01/62 Geraldine Ferend Recd: 03/07/62 (Lots 411 & 412) Geraldine Ferend Liber: 12071 cp 80 To Dated: 09/01/00 Hertzel Abra ham and Recd: 09/15/00 Lisa K. Kirsch (Kirsch) (Lots 411 & 412) LAST DEED OF RECORD PREMISES WEST: 1000-111.00-11.00-002.000 David A. Posner Liber: 2154 cp 493 To Dated: 03/28/41 Adele B. Posner Recd: 03/29/41 (Premises & more) Adele B. Posner Liber: 6282 cp 201 To Dated: 12/28/67 Adele B. Posner, Irving I. Shapiro and Recd: 01/04/68 Sonia Shapiro, his wife CORRECTION DEED: Adele B. Posner Liber: 6301 cp 346 To Dated: 02/05/68 Adele B. Posner, Irving I. Shapiro and Recd: 02/08/68 Sonia Shapiro, his wife FIDEN=TIONALNSURANCECOMPANY DIANA M. OLSEN Sworn to before me this 26"' day of August, 2003 Notary Public ANN NiLC Nott PUZ LIci s�Ta Na W puot.. su'eieolle'i . coM'q. mxR TA11b b to Adele B. Posner, Irving I. Shapiro and Liber: 8907 cp 574 Sonia Shapiro, his wife Dated: 10/10/80 To Recd: 10/31/80 Maxine Kessler and Elaine L. Romagnoli Maxine Kessler and Elaine L. Romagnoli Liber: 8972 cp 371 To Dated: 01/26/81 Maxine Kessler and Tanya Saunders, Recd: 03/12/81 joint tenants with right of survivorship Maxine Kessler and Tanya Saunders, Liber: 9259 cp 396 joint tenants with right of survivorship Dated: 09/29/82 To Recd: 10/21/82 Maxine Kessler Maxine Kessler Liber: 11718 cp 354 To Dated: 03/02/95 James Brady Recd: 03/16/95 LAST DEED OF RECORD PREMISES NORTH: CARRINGTON ROAD PREMISES EAST: HAYWATERS ROAD FIDELITY NATIONAL TITLE INSURANCE COMPANY DIANA M.OLSEN Sworn to before me this 26th day of of August, 2200�3 � � lA t, -Z /J-X-V� Notary Public NDIR�y PUALICI sTATes OP- Naw iDe-� PA. CD3 @-CAT QUA(-• SuP-P-O k Co• comms. rrxP. el--LOb J TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? ��rd 3/-'�y3 PERMIT NO. c�:>? 7 -?Op9 :0' Examined 20 3 Approved , 20 3 Disapproved a/c Expiration , 20 Building Board of Health 3 sets of Building Plan Planning Board approval Survey Aia� ✓ Check 110,21, orm Septic F N.Y.S.D.E.C. Trustees Contact: —� Mail Phone: APiLICATION FOR BUILDING PERMIT --.... ....i - ;;;rp Date/ , 200-3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. h I I or name, if a 2R up9a, ST. Qb,„,, o tvl ,1003 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Cl , r c s ��y ►'i»�o n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No 1. Location of land on House Number Street 'work will be County Tax Map No. 1000 Section //, Subdivision (Name) Bloc g8 .M 14A36 Fileni �itdnto of guoo;ml ni Ni . 'VMS ,El yuwrAt, aef,igx3 nolaakmm09 2. State existing use and occupancy of pr( a. Existing use and occupancy U b. Intended use and occupancy use and occupancy of proposed construction: H Nature of work (check which applicable): New Building__Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 3azOr omen Fee If dwelling, number of dwelling units If garage, number of cars_ (Description) (To be paid on filing this application) umber of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 70 • Rear 95"6 Depth Height 3b AL Number of Stories a 9. Size of lot: Front 175-1 Rear 15-(o Depth /!v/ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO--,.,—/ ti 13. Will lot be re -graded? YES NO / Will excess fill be removed from premises? YES_ NO ✓ /OlA,n�,ti� 14. Namc.i of Owner of premises dRm6 S MICS^ Addfoss39 V1jrA6,n S llolle 1V0 (i3/ Y �2? Name of Architect 1,01 cla adto Addressy edts/�tone NQ'i3s1sy3 -19S3 Name of Contractor O Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of ) /a4s 2003 -�� / �I • `?��-vim✓ Notary Public i JEAN M. BROWNdwy pwft stab of Now"N NO. 018Rwasm OoerNplon Exp "Jmwry A ow Applicant L v1LL11\ lJ i L' 1\lrll lL' A ti1�111�L` l\ 1.111 j%�x%j l0 1 DATE REVIEWED: / 6- /03 APPLICANT: ��tlA< `i�n�..,. DATE SUBMITTED: x//03 SCTM# DISTRICT: 1,000, SECTION: I l I , BLOCK: 11 LOT: j+ SUBDIVISION: /✓��w� �¢ ADDRESS: fJ 0 CITY: ZONING DISTRICT: t -t CONFORMING? /14P BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z / C/0 Z- , INFO / BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO / BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED Yff NOTES: oifAm LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN. 1997 10 ger.(A nonconforming at anytime after REQ. LOT SIZE: lbi ACT. LOT SIZE;QJW REQ. LOT COV. ACT. LOT COV. REQ. FRONT �4PROP. FRONT ✓ s REQ SIDE ACT. SIDE REQ. REAR X22 PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: S F i7Acc,.�� gyp_ ,qw By ESTIMATED PROJECT COST: `_ ARCHITECT^—GINE� WATERFRONT? Xlo DESCRJPTION: _ PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY IIEAI DEPT: YES or NO, (BED t/): + DTE: / (�/ PERMIT #: RV--03-�7, TOWN SEPTIC RECEIP'hC - N NEW YORK STATE DEC: PRE -DCC 9/1/75 YES o1 DTE: // PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES of DTE: // PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT #: TOWN IIISTORICAL PRE (SPLIA): YES or NEVI' YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES oi- NO NOTES: do • '/ FEE STRUCTURE: FOUNDATION: a00(a SF FIRST FLOOR: 3 `9(, SF SECOND FLOOR: (G® SF OTHER: SF TOTAL: SF ]NIT OTHER TOTAL FEE FEE FEE 1. ( 9 :4 3aSF)- ( 5 SF)=6ST2 SFX $ • ; _�+$—� $ 2.( SF)- C_— _SF)=. 3. (—SF)- LSF)= 60 _$ a5t4 SFX $ =$ +$ +$ = $ SFX $ =$ +$ +$ = $ FINAL TOTAL: $ ,` NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPCHIIC DESIGN CRITERIA: Ground Snow Load: 45Wind Speed: 12 H Seismic D sign Category: B Weathering: Severe Frost Depth: 36" Ter ' e: M -H Decay: S -M n g P Y Desi Temp: 11 — Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: , HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA.: EN FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N «'ALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATION LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST+ QUIREMENTS (1/N EGRESS 5.7 .F /N LIGHT 8%: '/N VENT 4%: /N NAILING/CONSTRUCTION SCHEDULEd/N MEANS OF EGRESS/N PLUMBING RISER DIAGRAM: O/N LOCATION OF FIRE PROTECTION EQUIPMENT O/N TRUSS DESIGN: Y/4 CERTIFICATION: Y/O ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) APPROVED AS NOTED DATE: Vrh IF. 8c)l.Z00 FEE:e�°ZIK� BY: 742 NO, ?ING DEPARTMENT AT 7018", -M TO 4 PM FOR THE FOLLOWNG INSPECTIONS: COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 1. FOUNDATION - TWO REOUWAD RYS DEC FOR POURED CONCRETE / 2. & INSULATION FLOOD i PLUM>ewa F OOD ZO� �{v 4. FINAL - CONSTRUCTION IAT COMPLY WITH CHAPTER" 6" BE COMPLETE FOR C.O. FLOO&DAMAGE PREVENTION ALL CONSTRUCTION SNALL MEET THE SOUTHOLD TOWN CODE. REQUIREMENTS OFTHECODWOFNWW YORK STATE. NOT RESPONNU FOR OMN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. UNDERWRITERS CERTIFICATE ALL CONSTRUCTION SHALL REQUIRED MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS DO NOT PROCEED WITH e REQUIRED. FRAMING UNTIL SURVEY OFH ASBEENAPPROVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY t� koy- CN D RgINT���N� �— I g S 63;� j4e x. II rri 1 LOQ 410 I I M I11 AZ2 --.43 51524 \ t all 8.00, v. 55? S 7653 30 \sT COUNTY DEPARTMENT OF HEALTH SERVICES FOR APPROVAL OF ANGLE FAMILY RE; • - F� FOR MAXIMUM OF —tf— BBE S THREE YEARS FROM DATE �Od vo" LOT 411 N�O�F RAF'LY \ Hfi LI 't AB g. la gCH � Y/,CANT CARRING TON out! 4 t TEST HOLE DATA (TEST HOLE DIIO By ARMNALRAMSMU ON OCTORM 25. 2002) DVR YAawY 2.1or LYNN a MIAIn SEW SN SN _T rn7 M1a mm IRE m MUSE SNIO W SURVEY OF LOT 410 MAP OF NASSAU POINT CLUB PROPERTIES, INC. SECTION D FILE No. 606 FILED MAY 7. 1926 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-111-11-14 SCALE 1"=40' DECEMBER 4, 2002 AREA = 27,641.16 sq. ft. 0.635 ac. CERTIFIED TO: JAMES HOFFMAN VIOLA HOFFMAN NMT&. 1. LL ATIDIS ARE RFTEIVM® m M MTVM EESIBD ETF/ATEMB AE[ 9gMM TINI>: SP.P 2. MIN HAN >Q2E iANI( OMAARE FOR A 1 TO 4 9mNOOH MUSE S IAM ONLOS. 1 TAB, 9• Lala 4'-r NEE. r -Y 11@ 3. MISS" MEACNM SYSTEM FOR A 1 TO 4 WHESUM MISE S 700 M n EMSRAL A9EA. I MOI. 12• DEEP, 9• Ab. lEorosu eTaNMMM ran - ® TAAOIMS POOL ®I001W[D sow TAW 4. THE LOCATION OF IEELLS AND OE7WOOES 71IOBY HENSON ARE NOM FOB OBSERVATIONS ALIO/OE DATA WTANm FROM URIM V MMUMaTIB ® &XlwapM OR N1011105 SE YURrtY i A Y 31114 OF m�10 i SOF nE 1l1T YAR STALE 9 a Tys R1R.ar Mw Nal im TME tNm SIAYEYDR's r4ED sF/E Yx EBOSMO W W X B cwYmEnm m E A v7n TRUE carr. m,lrTo lwT EEOam 1AOEAU;;" S1AU 01EY m TIE no am FAS BEM 7m IME B ammaamPWA, g ON 14A EMIF m M V 0011NNY OOrMEASMIE AOB,T AID 1E1010 � UE'I{y 1p" NO IU TME Ail® Yw TIE uDp10 EEn- TUTRR. a3mrRwlps OE 110r 11BtF1Ma2. THE EmSTBRB OF NOW OF MAYS Hp1DT AEOFIBT BwuMMM A. Ei meph A. Ingeg o Land Surveyor TRN &--P - Sk*dobm - Sb pkwy - C&I*Uo10n LI)OA PHONE (0.51)727-2090 fox (631)727-1727 OFFXES LOOMED AT MIEU9 AWMEW 130 RMIUMM MOUE MUNADID, Nw Ywk 11901 P.C. BM. 1951 EW111EK Nw Y41k It901-0996 SURVEY OF LOT 410 MAP OF NASSAU POINT CLUB PROPERTIES, SECTION D FRE No. 608 FILED MAY 7, 1926 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-111-11-14 SCALE 1`=40' DECEMBER 4, 2002 JULY 28, 2003 ADDED PROPOSED HOUSE AREA = 27,641.16 sq. ff. 0.635 ac. CERTIFIED TO: JAMES HOFFMAN VIOLA HOFFMAN INC. AM=& 1. El"A1010 ARE OYalas= To AMOA1VM [mals ammo Ast s nm'W' 0030MI6 CONIOMs LOOM AN IMM UM- — -51- — - 2. ION" W CTAd CANLQIOS FORA 1 TO A BEDROOM 0014 0 1.000 OAuAw 1 1A00 S. 1'-Y II@ 3. 100001 LEM'AO Sold M A 1 10 A O®OM NO14 6 !M " O !O[BWA ANA. I pML: or IN3, r 44. �psa0109 arA pw ®naam IOeNO NODI ®poem sone TAM( ♦ THE WCAYs1M OF Gnu A110 CVW00L3 OO6N N AN 1§000 1106 ONdYAlgO AND/OR DATA ORMND /OW 011000. 4 0 OCTOBER 2B. 20021 m sAlor tau m Lw BMa sM uIM1NSAm rlaLslRN a AOMION m ar saver � A Ns1A1IMl s IMa nN In wa arAa 10 1Ai aBRa1MO slO &SO M �. O WINK RAmE M10 M IONOp111110N. IIB 11111Nd1OL 7N of OqR OF WAYS LNOIINf M OEOER I IIOf ! IAN IIOI gMOWI[M, to*eph A. kVegno Lend Surveyor 104 Asps - 3' — *MM - 94 RAIM - Cm *W*R "Vow MW (441)727-2000 OREB6 L004ED A7 322 R0010NE MAD" Damm mm Yak I1M1 Fm (631)727-1727 ANEO07 AOOE9E P.O. 61. 1631 0nlllyd. Nw YWk 11901-0005 C'T0N PAD S CARgIN.A� N � X65330„..E \ Ib FO��gOM V 41 \ Ip \ 11. 1 LOT 410 1 1 \ 1$ 1 1 1 1 1 W 1 1 L'07 411 X TFly 19 K��AgCH &JJSA m CARRING,r0N _aA___ 1 SURVEY OF LOT 410 MAP OF NASSAU POINT CLUB PROPERTIES, SECTION D FILE No. 606 FILED MAY 7, 1926 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-111-11-14 SCALE 1'=40' DECEMBER 4, 2002 JULY 26, 2003 ADDED PROPOSED HOUSE OCTOBER S. 2003 F00"TION LOCATION AREA = 27,641.16 9q. H. 0.635 ac. CERTIFIED TO - JAMES HOFFMAN VIOLA HOFFMAN uwlmal® nlorlaM a AOpMM A IIsi sYMY 6 Y101A110N Oi 11mLrm 111E NEM YDfs( S1AlE M LNO ssfD ss0 OR m EE A vAu6 Eopn. wm71VMA"Mm I!=WIf9R1M ■ Pm:Ata3, Ala 911 m saws m n n16o1. camlm s Mi MOT Twm* sa. A'"N6/a°0i1Ouvwau9►is a�M"co a i ANT, MOT 9MAa1 Ar IIOf 9EIk9AMRE0. 0 INC. )a(eph A. Ingegno Land surveyor 19b $.wy$ - &6*Ambm - SM, Pker _ C. kwtbn L%6 A PHONE (631)727-2090 Fox (631)727-1727 OFEKI3 LOLMTED AT 322 ROYIOKE AVE)" MENEID, Nn Ywk 11901 MU -M ADDRESS P.O. Box 1931 Rkwh*W. Mw York 11901-0965 L�I " O 3 �j ?,ONO �0s Et) GARE AggI�PUBLtc WATEa W 1, 5 00 C' i • j 6.53' 3�" � wA�L vN'vEi Cry 00 �' I— v,0010 ll Al G KEAILTH ,H ANN DateJUN 14 2007 4� p The sewage d. -,,!C,- 4 d -cy kQ ti e u d d F Inspected and/or ce: .. , .1' .. peptlefactaryFOf:.'.�,.^.,�`,_ .. L/ Wea;,rJ iiti� J "5 i •, .0 1 1 NASSAU CARRINGTON R04D U- _ — ELEu�y—'{ \ \ U/ GAS O VALVE N. \ 1 1 \ \ LOT 411 N/01F 014AM ,, LKA H KIRSC LISA 156 p0 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 SEK OR EMBOSSED SEK SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SRAU RUN 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. SURVEY OF LOT 410 MAP OF POINT CLUB PROPERTIES, SECTION D FILE No. 806 FILED MAY 7, 1926 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-111-11-14 SCALE 1"=30' DECEMBER 4, 2002 JULY 28, 2003 ADDED PROPOSED HOUSE OCTOBER 8, 2003 FOUNDATION LOCATION NOVEMBER 13, 2006 FINAL SURVEY JUNE 6, 2007 CORRECTED WATER LINE LOCATION AREA = 27,641.16 sq. ft. 0.635 ac. CERTIFIED TO: JAMES HOFFMAN VIOLA HOFFMAN PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH SE BY THE NEW YORK STATE LAND TITLE N. F n� Y.5 , { t 1 N.Y.S. Li INC. Jose�ih A. ingegno Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT "UNG ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 1. ALL WORK IS TO CONFORM THE FOLLOWING CODES: ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE FIRE CODE OF NEW YORK STATE FUEL GAS CODE OF NEW YORK STATE MECHANICAL CODE OF NEW YORK STATE PLUMBING CODE OF NEW YORK STATE PROPERTY MAINTENANCE CODE OF NEW YORK STATE RESIDENTIAL CODE OF NEW YORK STATE ANY ADDITIONAL CODES, RULES, REGULATIONS AND STANDARDS AS APPLICABLE. 2. IT IS THE INTENTION OF THE DESIGN PROFESSIONAL THAT PREPARED THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION OFA RESIDENCE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. 3. IF IN THE COURSE OF THE CONSTRUCTION A CONDITION EXISTS THAT DESAGREES WITH THAT AS INDICATED ON THESE DRAWINGS, THE CONTRACTOR IS TO STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD. ANY DISCREPANCIES IS TO BE REPORTED TO THE DESIGN PROFESSIONAL BEFORE PROCEEDING. 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSED SCALED DIMENSIONS. 6. OTHER THAN THE BUILDING PERMIT FOR THIS RESIDENCE, THE GENERAL CONTRACTOR IS TO OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FROM AGENCIES HAVING JURISDICTION ON THE WORK REQUIRED TO BE PERFORMED. 7. NEITHER THE DESIGN PROFESSIONAL NOR THE DESIGN CONSULTANTS THAT PREPARED THESE DRAWINGS ARE RESPONSIBLE FOR THE SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. B. EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN 3 FEET (914 mm) ARE TO HAVE NOT LESS THAN A 1 -HOUR FIRE -RESISTANCE RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS FROM SUCH WALLS ARE NOT TO EXCEED MORE THAN 12 IN. (305 mm) OR ONE THIRD OF THE DISTANCE TO THE PROPERTY LINE, WHICHEVER RESULTS IN THE LESSER PROJECTION. PROJECTIONS EXTENDING INTO THE FIRE SEPARATION DISTANCE ARE TO HAVE NOT LESS THAN 1 -HOUR FIRE RESISTANCE CONSTRUCTION ON THE UNDERSIDE. THE ABOVE PROVISION IS NOT TO APPLY TO WALLS THAT ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE, THIS IS IN ACCORDANCE WITH R302.1. 9. OPENINGS IN THE EXTERIOR WALL OF A DWELLING OR ACCESSORY BUILDING WITH A FIRE SEPARATION DISTANCE LESS THAN 3 FEET (914 mm), ARE NOT PERMITTED. THIS DISTANCE IS TO BE MEASURED PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. EXCEPTIONS: A. OPENINGS SHALL BE PERMITTED IN WALLS THAT ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. B. FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH THE RESIDENTIAL CODE OF NYS ARE PERMITTED. THIS IS IN ACCORDANCE WITH R302.2. 10. PENETRATIONS LOCATED IN THE EXTERIOR WALL OF A DWELLING WITH FIRE SEPARATION DISTANCE LESS THAN 3 FEET (914 mm) ARE TO BE PROTECTED IN ACCORDANCE WITH R321.3. EXCEPTION: PENETRATIONS SHALL BE PERMITTED IN WALLS THAT ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. THIS IS IN ACCORDANCE WITH R302.3 11. WHEN THE WINTER DESIGN TEMPERATURE IN TABLE R301.2(1) IS BELOW 600 F (1 60 C), EVERY DWELLING UNIT IS TO BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68OF (200C) AT A POINT 3 FEET (914 mm) ABOVE THE FLOOR AND 2 FEET (610 mm) FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. THIS IS IN ACCORDANCE WITH R303.6. 12, ALL PLUMBING FIXTURES ARE TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM IN ACCORDANCE WITH R306.3, SEE DETAIL LAYOUT SHEET FOR FIXTURE. 13. REGULAR, FLOAT, WIRED OR PATTERNED GLASS IN JALOUSIES AND LOUVERED WINDOWS ARE NOT TO BE THINNER THAN NOMINAL 3/16 IN. (4.76 mm) AND ARE NOT TO BE LONGER THAN 48 IN. (1219 mm). EXPOSED GLASS EDGES ARE TO BE SMOOTH, IN ACCORDANCE WITH R308.2. 14. WIRED GLASS WITH WIRE EXPOSED ON LONGITUDINAL EDGES ARE NOT TO BE USED IN JALOUSIES OR LOUVERED WINDOWS, IN ACCORDANCE WITH R308.2.1. 15. ALL UNITS SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS VERTICAL IN TWELVE UNITS HORIZONTAL (25 % SLOPE) ARE TO BE MOUNTED ON A CURB EXTENDING A MINIMUM OF 4 IN. (102 mm) ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, IN ACCORDANCE WITH R308.6.8. 16. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A SLEEPING ROOM ARE NOT PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE ARE TO BE EQUIPPED WITH A 45 MIN. FIRE RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE, IN ACCORDANCE WITH R309.1, SEE FLOOR PLAN FOR LOCATION. 17. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM AARE TO HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY ARE TO BE PROVIDED WITH A SILL HEIGHT OF NOT MORE THAN 441N. (1118 mm) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE IS TO COMPLY WITH SECTION R310.3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY R310.1 IS TO BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION ARE TO BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2. 18. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 m2). EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.462 m2). THIS IS IN ACCORDANCE WITH R310.1.1 19. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 IN. (610 mm), IN ACCORDANCE WITH R310.1.2. SEE FLOOR PLAN FOR WINDOW SIZES. 20. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 IN. (508 mm), IN ACCORDANCE WITH R310.1.3. 21. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS, IN ACCORDANCE WITH R310.1.4. 22. NOT LESS THAN ONE EXIT DOOR CONFORMING TO CHAPTER 3 SHALL BE PROVIDED FROM EACH DWELLING UNIT. THE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM THE HABITABLE PORTION OF THE DWELLING TO THE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE, IN ACCORDANCE WITH R311.1. 23. ALL EGRESS DOORS SHALL BE READILY OPENASLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, IN ACCORDANCE WITH R311.2. 24. THE REQUIRED EXIT DOOR SHALL BE A SIDE -HINGED DOOR NOT LESS THAN 3 FEET (914 mm) IN WIDTH AND 6 FEET, 8 IN. (2032 mm) IN HEIGHT. OTHER EXTERIOR HINGED OR SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS, IN ACCORDANCE WITH R311.3. 25. THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 mm), IN ACCORDANCE WITH R311.4. 26. EXTERIOR EXIT BALCONIES, STAIRS AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWALS, IN ACCORDANCE WITH R311.5. 27. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY, IN ACCORDANCE WITH R312.1.1 EXCEPTION: AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. 28. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY OR DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 361N. (914 mm) MEASURED IN THE DIRECTION OF TRAVEL, IN.ACCORDANCE WITH R312.2. 29. RAMPS SHALL HAVE A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN EIGHT UNITS HORIZONTAL (12.5 % SLOPE), IN ACCORDANCE WITH R313.1. 30, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL RAMPS EXCEEDING A SLOPE OF ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33 %SLOPE) HANDRAIL HEIGHT MEASURED ABOVE THE FINISHED SURFACE OF THE RAMP SLOPE, SHALL BE NOT LESS THAN 34 IN. (864 mm) AND NOT MORE THAN 38 IN. (965 mm). HANDRAILS ON RAMPS SHALL COMPLY WITH SECTION R315.2, IN ACCORDANCE WITH R313.2. 31. A MINIMUM 3 -FOOT -BY -3 -FOOT (914 mm BY 914 mm) LANDING SHALL BE PROVIDED 1. AT THE TOP AND BOTTOM OF RAMPS. 2. WHERE DOORS OPEN ONTO RAMPS. 3. WHERE RAMPS CHANGE DIRECTIONS. THIS IS IN ACCORDANCE WITH R313.3. 32 STAIRWAYS SHALL NOT BE LESS THAN 36 IN. (914 mm) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 IN. III 14 mm) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 S IN. (787 mm) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 IN. (698 mm) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES, IN ACCORDANCE WITH R314.1. 33. THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 IN. (209 mm) AND THE MINIMUM TREADS DEPTH SHALL BE 9 IN. (229 mm). THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS (HORIZONTAL (2 % SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 IN. (9.5 mm). THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF; STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3181N. (9.5 mm), IN ACCORDANCE WITH R314.2. 34. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET, 81N. (2032 mm) MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM, IN ACCORDANCE WITH R314.3. 35, ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION, IN ACCORDANCE WITH R314.7. 36. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 112 IN. (12.7 mm) GYPSUM BOARD, IN ACCORDANCE WITH R314.8. II 37. HANDRAILS SHALL BE PROVIDED ON AT LEASIT ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSINGS, SHALL BE NOT LESS THAN 341N. (864 mm) AND NOT MORE THAN 381N. (965 mm). ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL '' LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN I 1 1/2 IN. (38 mm) BETWEEN THE WALL AND THE HANDRAIL, IN ACCORDANCE WITH R315.1. 38. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 IN. (762 mm) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS ]NOT LESS THAN 36 IN. (914 mm) IN HEIGHT. OPEN SIDES OF STAIRS WITH ATOTAL RISE OF MORE THAN 301N., (762 mm) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 IN. (864 mm) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, IN ACCORDANCE WITH R316.1. r i , 39. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENITAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4 IN. (102 mm) OR MORE IN DIAMETER, IN I ACCORDANCE WITH R316.2. 40. WALL AND CEILING FINISHES SHALL HAVE A BLAME -SPREAD CLASSIFICATION LESS OR EQUAL TO 200 AND A SMOKE -DEVELOPED INDEX LESS OR EQUAL TO, 450, IN ACCORDANCE WITH R319.1 AND R319.2 RESPECTIVELY. TESTS ARE TO BE MADE IN ACCORDANCE WITH ASTM E 84, PER R319.3. 41. INSULATION MATERIALS, INCLUDING FACINGS. SUCH AS VAPOR BARRIER OR BREATHER PAPERS INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX LESS OR EQUAL TO 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84, PER R320.1. 42. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION, IN ACCORDANCE WITH R322.1. EXCEPTIONS: A. IN CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGE THE MATERIALS. B. WHERE THE FRAMED CAVITY OR SPACE IS VENVTILATED TO ALLOW MOISTURE ESCAPE. 43. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION, IN ACCORDANCE WITH R322.1. EXCEPTIONS: A. IN CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGE THE MATERIALS; B. WHERE THE FRAMED CAVITY OR SPACE IS VENVTILATED TO ALLOW MOISTURE TO ESCAPE. 44. IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY FIGURE R301.2(7), THE FOLLOWING LOCATIONS SHALL REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITTH AWPA Cl, C2, C3, C4, C9, C15, GIB, C22, C23, C24, C28, Pt, P2 AND P3, OR DECAY -RESISTANT HEARTWOOD (OF REDWOOD, BLACK LOCUST, OR CEDARS, AS PER R323.1: A. WOOD JOISTS OR THE BOTTOM OF A WOOD STi RUCTURAL FLOOR WHEN CLOSER THAN 18 IN. (457 mm) OR WOOD GIRDERS WHEN CLOSER THAN 12 IN. (305 imm) TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION, B. ALL SILLS OR PLATES THAT REST ON CONCRETE OR MASONRY EXTERIOR WALLS AND ARE LESS THAN 8 IN. (203 mm) FROM EXPOSED GROUND, C. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER, D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 0.51N. (12.7 mm) ON TOPS, SIDES AND ENDS, E. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 IN. (1 52 mm) FROM THE GROUNDI, F. WOOD STRUCTURAL MEMBERS SUPPORTING AMOISTURE PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER, G: WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL ANDI THE FURRING STRIPS OR FRAMING MEMBERS. 45. ALL WOOD IN CONTACT WITH THE GROUND AIND THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE PRESERVATIVELY TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED WOOD MAY BE USED WHEN ENTIRELY BELOW GROUND WATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER, IN ACCORDANCE WITH R323.1.1. 46. LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH SECTION R323.2 SHALL BEAR THE QUALITY MARK( OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCTAND THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM, IN ACCORDANCE WITH R323.2.E 47. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE -RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SLICONE BRONZE OR COPPER., IN ACCORDANCE WITH R323.3. EXCEPTION; ONE -HALF-INCH (12.7 mm) DIAMETER OR GREATER STEEL BOLTS. 48. THE THICKNESS OF CONCRETE AND MASONRY FOUNDATION WALLS SHALL NOT BE LESS THAN THE THICKNESS OF THE WALL SUPPORTED, EXCEPT THAT FOUNDATION WALLS OF AT LEAST B IN. (203 mm) NOMINAL THICKNESS SHALL BE PERMITTED UNDER BRICK-VENEREED FRAME WALLS AND UNDER 101N. WIDE (254 mm) CAVITY WALLS WHERE THE TOTAL HEIGHT OF THE WALL SUPPORTED, INCLUDING GABLES, IS NOT MORE THAN 20 FEET (6096), PROVIDED THE REQUIREMENTS OF SECTION R 401.1.1 AND R401.1.2 ARE MET, IN ACCORDANCE WITH R404.1.5. 49. PIER AND CURTAIN WALL FOUNDATIONS SHALL BE PERMITTED TO BE USED TO SUPPORT LIGHT -FRAME CONSTRUCTION NOT MORE THAN TWO STORIES IN HEIGHT, PROVIDED THE FOLLOWING REQUIREMENTS ARE MET: A. ALL LOAD-BEARING WALLS SHALL BE PLACED ON CONTINUOUS CONCRETE FOOTINGS PLACED INTEGRALLY WITH THE EXTERIOR WALL FOOTINGS. B. THE MINIMUM ACTUAL THICKNESS OF A LOAD-BEARING MASONRY WALL SHALL BE NOT LESS THAN 4 IN. (102 mm) NOMINAL OR 3 3/8 IN. (92 mm) ACTUAL THICKNESS AND SHALL BE BONDED INTEGRALLY WITH PIERS SPACED IN ACCORDANCE WITH R606.8. C. PIERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTIONS R606.5 AND R606.5.1 AND SHALL BE BONDED INTO THE LOAD-BEARING MASONRY WALL IN ACCORDANCE WITH SECTION R608.1.1 OR SECTION R608.1 A.2, D. THE MAXIMUM HEIGHT OF A 41N. (102 mm) LOAD-BEARING MASONRY FOUNDATION WALL SUPPORTING WOOD FRAMED WALLS AND FLOORS SHALL NOT BE MORE THAN 4 FEET (1219 mm) IN HEIGHT. E. ANCHORAGE SHALL BE IN ACCORDANCE WITH SECTION R403.1.6 OR AS SPECIFIED BY ENGINEERING DESIGN. F. THE UNBALANCED FILL FOR 4 IN. (102 mm) FOUNDATION WALLS SHALL NOT EXCEED 24 IN. (610 mm) FOR SOLID MASONRY OR 12 IN. (305 mm) FOR HOLLOW MASONRY. 50. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4 IN. (102 mm) WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 IN. (152 mm) ELSEWHERE, IN ACCORDANCE WITH R404.1.6. 51. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICICENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL, IN ACCORDANCE WITH R404.1.7. EXCEPTION: SUCH BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LESS THAN 4 FEET (1219 mm) OF UNBALANCED BACKFILL. 66. APPROVED CORROSION-FESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL. 1:1ZAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE..IPFIROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS A. AT TOP OF ALL EXTERIOR NINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/81N. (28 mm) OVER THE SHEATHING MATLI II& AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLA31!1913 AND JAMB FLASHING MAY ALSO BE OMITTED. B. AT THE INTERSECTION OF 6HIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING I I''S ON BOTH SIDES UNDER STUCCO COPING. C. UNDER AND AT THE ENDS (II` MASONRY, WOOD OR METAL COPINGS AND SILLS. D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. E. WHERE EXTERIOR PORO IES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. F. AT WALL AND ROOF INTERSTICTION. G. AT BUILT-IN GUTTERS. THIS IS IN ACCORDANCE WTF 8703.8. 67. RAFTERS SHALL BE FRALII=D TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL BE Al LEAST 1 IN. (25.4 mm) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2IN. (51 mm) NOMINAI`i HICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHAT! BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND USTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN THREE UNITS VERTICIL IN 12 UNITS HORIZONTAL (25 % SLOPE), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEL ING JOISTS, SUCH AS RIDGE BEAMS, HIPS AND VALLEYS, SHALL BE DESIGNED AS BEAMS, IN ACCORDANCE'ARTH R802.3. 68. CEILING JOISTS AND RAIITERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLE 3.1 OF THE 1995 EDITION OF WOO! F, (AME CONSTRUCTION MANUAL (WFCM), IN ACCORDANCE WITH R 301.2.1.1(1). CEILING JOISTS SHALL BE OON'TINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED T4 ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PIRPLLEL TO THE RAFTERS, IN ACCORDANCE WITH R802.3.1. 69 THE ENDS OF EACH RAPER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/21N. (38 mm) OF BEARING ON WOOD OR METAL AND POT LESS THAN 31N. (76 mm) ON MASONRY OR CONCRETE, IN ACCORDANCE WITH R802.6. 70.5/8 IN. THICK, TYPE X, G'PSUM BOARD TO BE INSTALLED ON THE GARAGE SIDE ON WALLS AND CEILING 52. WOOD SILL PLATES SHALL BE A MINIMUM OF 2 IN. BY 4 IN. (51mm BY 102 mm) NOMINAL LUMBER. SILL AND 1/2 IN. THICK, TYPE X, fYI'SUM BOARD TO BE INSTALLED ON THE OPPOSITE SIDE OF WALLS, IN PLATES ANCHORAGE SHALL BE IN ACCORDANCE WITH SECTION R403.1.6 AND R602.11, PER R404.3. ACCORDANCE WITH SECTI("a :309.2. GYPSUM MATERIAL IS TO CONFORM TO ONE OF THE ASTM STANDARDS LISTED IN R702.3.1. FASTR (AQ. OF GYPSUM DRYWALL IS TO COMPLY WITH R702.36. 53. DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE. DRAINAGE TILES, GRAVEL OR CRUSHED STONE DRAINS, OR PERFORATED PIPE SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN APPROVED DRAINAGE SYSTEM. GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1 FOOT (305 mm) BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 IN. (153 mm) ABOVE THE TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL. THE TOP OF OPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER AND THE DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON A MINIMUM OF 2 IN. (51 mm) OF WASHED GRAVEL OR CRUSHED ROCK AT LEAST ONE SIEVE SIZE LARGER THAN THE TILE JOINT OPENING OR PERFORATION AND COVERED WITH NOT LESS THAN 6 IN. (I 53 mm) OF THE SAME MATERIAL, IN ACCORDANCE WITH R405.1. EXCEPTION: A DRAINASE SYSTEM IS NOT REQUIRED WHEN THE FOUNDATION IS INSTALLED ON WELL -DRAINED GROUND OR SANDGRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, GROUP 1 SOILS, AS DETAILED IN TABLE R405.1. 54. EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE SPACE LOCATED BELOW GRADE SHALL BE DAMP PROOFED FROM THE TIP (- THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 318 1N. (9.5 mm) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMP PROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD (1.63 kg/m2) OF ACRYLIC MODIFIED CEMENT, 1181N. (3.2 mm) COAT OF SURFACE -BONDING MORTAR COMPLYING WITH ASTM C887 OR ANY MATERIAL PERMITTED FOR WATER PROOFING IN SECTION R406.2. CONCRETE WALLS SHALL BE DAMP PROOFEC BY APPLYING ANY ONE OF THE ABOVE LISTED DAMP RPOOFING MATERIALS OR ANY ONE OF THE WATER PROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL, IN ACCORDANCE WITH R406.1. 55. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL CONSIST OF 2 -PLY HOT -MOPPED FELTS, 55 POUND (25 kg) ROLL ROOFING, 6 MIL (0.15 mm) POLYETHYLENE OR 40 MIL (1 mm) POLYMER -MODIFIED ASPHALT, THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATER PROOFING MEMBRANE, IN ACCORDANCE WITH R406.2. 56. ANCHOR BOLTS' NUMBER, SIZE, SPACING AND EMBEDMENT INTO THE CONCRETE FOUNDATION ARE TO BE IN ACCORDANCE WITH SECTION 3.2.2.3, TABLE 3.2 AND TABLE 328 OF WFCM. 57. ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST -INHIBITIVE PAINT, EXCEPT FOR CORROSION RESISTANT STEEL AND STEEL TREATED WITH COATING TO PROVIDE CORROSION RESISTANCE, IN ACCORDANCE WITH R407.2. 58, THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENTAT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 41N. BY 41N. (I 02 mm BY 102 mm) AND STEEL COLUMNS SHALL NOT BE LESS THAN 3 IN. DIAMETER (76 mm) STANDARD PIPE OR EQUIVALENT, IN ACCORDANCE WITH R407.3. 59. THE UNDERFLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT OR CELLAR) SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQ. FT. FOR EACH 150 SO. FT. (0.67 m2 FOR EACH 100 m2) OF UNDERFLOOR SPACE. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET (914 mm) OF EACH CORNER OF SAID BUILDING, IN ACCORDANCE WITH R408.1. 60. AN ACCESS OPENING 18 IN. BY 24 IN. (457 mm BY 610 mm) SHALL BE PROVIDED TO UNDERFLOOR SPACE. SEE SECTION M1305.1A FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDERFLOORS, IN ACCORDANCE WITH R408.3. 61. MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH ANGLES OR PARALLEL TO FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM BOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. INTERIOR GYPSUM BOARD SHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER, IN ACCORDANCE WITH R702.3.5. 62. SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPE S IN ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8 IN (15,9 mm). SCREWS FOR ATTACHING GYPSUM BOARD TO LIGHT -GAGE STEEL FRAMING SHALL BE TYPE S IN ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATE THE STEEL NOT LESS THAN 3/8 IN. (9.5 mm). SCREWS FOR ATTACHING GYPSUM BOARD TO STEEL FRAMING 0.033 IN. TO 0.112IN. (0.838 mm TO 2,94 mm) THICK SHALL COMPLY WITH ASTM C 954, IN ACCORDANCE WITH R702.3.6. 63. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, AIOSA A108.5, A108.6, AIOBA 1, A118.1. A118.3. A136.1 AND A`137.1, IN ACCORDANCE WITH R702.4.1. 64. ALL STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 7, TABLE R703.4 AND FIGURE R703.7. SUCH VENEERS INSTALLED OVER A BACKING OF WOOD OR COLD -FORMED STEEL SHALL BE LIMITED TO THE FIRST STORY ABOVE GRADE AND SHALL NOT EXCEED 5 IN. (127 mm) IN THICKNESS, IN ACCORDANCE WITH R703.7. 65. VENEER TIES, IF STRAND WIRE, SHALL NOT BE LESS IN THICKNESS THAN 9 U.S. GAGE WIRE AND SHALL HAVE A HOOD EMBEDDED IN THE MORTAR JOINT, OR IF SHEET METAL, SHALL NOT BE LESS THAN 22 U.S. GAGE BY 718 IN. (22.3 mm) CORRUGATED. EACH TIE SHALL BE SPACED NOT MORE THAN 24 IN. (610 mm) ON CENTER HORIZONTALLY AND SHALL SUPPORT NOT MORE THAN 31/4 SQ. FT. (0.302 m2) OF WALL AREA, IN ACCORDANCE WITH R703.7.4.1. 71. FASTENERS FOR ASPHJ_T SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, ONIftM 12 GAGE (0.105 IN. OR 2.67 mm) SHANK WITH A MINIMUM 3181N. (9.5 mm) DIAMETER HEAD, ASTM F 667, OF LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL AND A MINIMUM OF 3/4 IN. (19.1 mi) IVl O THE ROOF SHATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3141N. (19.1 mm) THICK, THE FASTNERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 169, IN ACCORDANCE WITH R905.2.5. 72. FOR ROOF SLOPES, ICE PRO'ECTION THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OROFA SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET, IS TO BE USED AND IS TO EXTEND FROM THE EAV:':, EDGE TO A POINT AT LEAST 241N (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE ADDITION TO THE .6 . "NG, IN ACCORDANCE WITH R905.2.7.1. 73. FASTENERS REQUIRED B; "HE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO TWO FASTEIERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORVOI AL (20:12), SPECIAL METHODS OF FASTENING ARE REQUIRED, IN ACCORDANCE WITH RI)D02 :.1 , 74. MINIMUM CHIMNEY WALL THICKNESS IS TO BE 41N (I 02 MM), IN ACCORDANCE WITH R1001.7, 75. MASONRY CHIMNEY IS TO 6F SUPPORTED BY CONCRETE OR SOLID MASONRY OF 12 IN (305 MM) MINIMUM THICKNESS AND EXTENOINO,7iN (152 MM) BEYOND EACH SIDE OF THE CHIMNEY IN ACCORDANCE WITH R1001.1.1 AND FIGURE R 103.1. SUBMIT DETAIL DRAWINGS. SEE ALSO SECTION M1805. 76. INLETS TO MASONRY 063NEY ARE TO COMPLY WITH R1001.1.3. 77. EXTERIOR AIR INTAKE ITO COMPLY WITH SECTION R1005. 78. CHIMNEYS SHALL EXTEO AT LEAST 2 FEET (610 mm) HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET (1048 mm) BUT SH.L NOT BE LESS THAN 3 FEET (914 mm) ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUO THF. ROOF, IN ACCORDANCE WITH R1001.6. 79. MASONRY CHIMNEYS SILL BE LINED. THE LINING MATERIAL SHALL BE APPROPRIATE FOR THE TYPE OF APPLIANCE CONNECTED, A3,ORDING TO THE TERMS OF THE APPLIANCE LISTING AND MANUFACTURER'S INSTRUCTIONS, IN ACCORIIJCE WITH R1001.7. 80. EXTERIOR MASONRY OMNEYS MUST BE LINED IN ACCORDANCE WITH 501.12 AND 501.13 OF THE FUEL GAS CODE OF NEW YORKIATE. THE MATERIALS FOR LINERS MUST COMPLY WITH 501.12 (1), (2), (3), EXCEPT CLAY LINERS MAY NIT BE IED, 511JCE THEY ARE DISALLOWED BY TABLE 504.3 (78), BY 504.2.9 (6) FOR SINGLE APPLIANCES ANDY 504.3.18 (4) FOR MULTIPLE APPLIANCES. THE USE OF ALUMINUM AND STAINLESS STEEL LINERS FOR NATU0. GAS ONLY, IS ALLOWED PROVIDED THE MATERIAL AND INSTALLATION COMPLY WITH UL1777 STANDARD 81. MULTIPLE FLUES AREO SE INSTALLED IN ACCORDANCE WITH R1001.10 (34). CHIMNEY FLUES CONNECTED TO MORE TW ONE APPLIANCE ARE TO HAVE A CROSS SECTIONAL AREA NOT LESS THAN THE AREA OF THE LARGEST 01\NECTOR PLUS 50 % THE AREAS OF THE ADDITIONAL CHIMNEY CONNECTORS, FURTHERMORE, FLUE CbSi5 SECTIONAL AREA IS TO COMPLY WITH R1001.11. 82. FOR LPG AND NATUR/),3AS FIREPLACES: COPPER AND BRASS PIPES ARE NOT TO BE USED, IN ACCORDANCE WITH 403.4)F THE FUEL GAS CODE OF NEW YORK STATE. 83. DIRECT VENT MUST BE MINIMUM OF 3 FEET FROM ANY MECHANICAL AIR SUPPLY INLET, 91N. FROM EXTERIOR CORNER WALL(NO 6 IN. FROM INTERIOR CORNER WALLS. SEE FIGURE 503.8 OF THE FUEL GAS CODE OF NEW YORK STAI 84, LPG STORAGE SYSTEN TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE FIRE CODE OF NEW YORK STATE AND NR 53. 85. STRUCTURAL FRAMINCEMBERS SUPPORTING THE CHIMNEY ARE TO BE DESIGNED AND REINFORCED TO SUPPORT THE ADDITIQ,L LOAD, IN ACCORDANCE WITH R1002.5. FOR ANCHOR BOLTS, SEE R403.1.6. FOR ANCHOR STRAPS SEE EXI TION TO R403.1.6. FOR PIER FOUNDATION SEE R404.1.5.1. 86. APPLIANCES SHALL BE CESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT OSTRUCTION. 301N. (762 mm) OF WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TC:RVICE AN APPLIANCE. ROOM HEATERS SHALL BE PERMITTED TO BE INSTALLED WITH AT LEAST AN 18 IN. G mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS, IN ACCORDANWITH M1305.1, 87. APPLIANCES INSTALLE14 A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENIIOR DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 241N. (610 mm) WIDE ANDiGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVELRVICE SPACE OF NOT LESS THAN 301N. (762 mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LEEHAN 30 IN. (762 mm), IS PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH THE DOOPEN, IN ACCORDANCE WITH M1305.1.2. 88. ATTICS CONTAINING AJANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUC' PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LE AA.N 301N. (762 mm) HIGH AND 22 IN. (559 mm) WIDE AND NOT MORE THAN 20 FEET (6096 mm) IN LENGTHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIAI. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAR 5 NOT LESS THAN 24 IN. (610 mm) WIDE. A LEVEL SERVICE SPACE AT LEAST 30 IN. (762 mm) DEEP AND 3((762 mm) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REOU), THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 201N. BY 301N. (508 mm BY 762 MM"ERE SUCH DIMENSIONS ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, INARDANCE WITH M1305.1.3. W 0. n 9- E-0(A(A Z(VrL$F 498 co N r r U -- mom U Z)_L 0 >- ? nT o I �� 0W0� ~ ~ ,+ juN V _0 0 A �W♦ V W 0 IIIIIIIIIIIIIIIW W Lu 7 190 W= W H M W 7 adv za � C C L6 LL 0 Z 11 Date I Revislonllssue II 11 03-023 II A5 NOTED 05/10/03 T-1 89. DRAINAGE SYSTEM, FIXTURES, MATERIALS, LAYOUTS, CONNECTION TO THE EXISTING SEWAGE DISPOSAL SYSTEM ARE TO BE IN ACCORDANCE WITH R306.3 AND CHAPTER 30. 90. PLUMBING CONTRACTOR IS RESPONSIBLE FOR SAW CUTTING AND CHOPPING OF CONCRETE FOR SANITARY WASTE ROUGH AND DOMESTIC WATER LOCATION AND INSTALLATION, IF NECESSARY. 91. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, BACKFILLING AND COMPACTING OF TRENCH'S INTERIOR AND EXTERIOR OF THE BUILDING. 92. PLUMBING CONTRACTOR IS TO VERIFY DEPTH OF EXISTING SANITARY WASTE LINE BEFORE COMMENCING WORK. 93. ALL ROOF PENETRATIONS TO BE TEMPORARILY SEALED, FINAL SEALING TO BE DONE BY ROOFING CONTRACTOR. 94. PLUMBING CONTRACTOR IS TO COORDINATE ALL PIPING WORKS WITH OTHER TRADES PRIOR TO ANY PIPING BEING INSTALLED. 95. PLUMBING CONTRACTOR IS TO SUBMIT 5 SETS CATALOG CUTS FOR APPROVAL BY ARCHITECT PRIOR TO STARTING WITH THE WORK. 96. PLUMBING CONTRACTOR IS RESPONSIBLE FOR SECURING PLUMBING PERMIT WITH THE ADMINISTRATION OF THE TOWN WHERE THIS BUILDING WILL BE CONSTRUCTED. 97, PLUMBING CONTRACTOR IS TO COORDINATE ALL INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 98. PLUMBING CONTRACTOR IS TO INSULATE ALL DOMESTIC COLD, HOT AND RECIRCULATING LINES WITH 1/2 IN. FIBERGLASS INSULATION. 99, PLUMBING CONTRACTOR IS TO PROVIDE BALL SHUTOFF VALVES ON ALL BRANCH LINES OR BATHROOM GROUP. 100. PLUMBING CONTRACTOR IS TO RUN OUT DRAIN AND RELIEF LINES FROM WATER HEATER AND IS TO PROVIDE WATER TO HOSE BIB ON EXTERIOR. 101. THE UNDERGROUND DOMESTIC WATER PIPING IS TO BE TYPE K COPPER WITH FLARED JOINTS. 102, THE ABOVE GROUND DOMESTIC WATER PIPING IS TO BE TYPE L COPPER WITH 95/5 SOLDERED JOINTS. 103. THE UNDERGROUND SANITARY WASTE IS TO BE SERVICE WEIGHT CAST IRON JOINED TOGETHER WITH NEOPRENE GASKETS, 104. THE ABOVEGROUND SANITARY AND VENT PIPING IS TO BE NO -HUB CAST IRON JOINED BY STAINLESS STEEL CLAMPS. 105. ALL WORK SHALL COMPLY WITH THE PLUMBING CODE OF NEW YORK STATE. 106, PLUMBING CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL GAS WORK WITH LOCAL UTILITY AND THE ADMINISTRATION OF THE TOWN WHERE THIS BUILDING WILL BE CONSTRUCTED. 107. EXTERIOR WINDOWS AND THE SLIDING GLASS DOOR ARE TO BE DESIGNED TO RESIST THE WIND LOADS SPECIFIED IN TABLE R301.2(2), ADJUSTED FOR HEIGHT AND EXPOSURE IN TABLE R301.2(3), IF THE HOUSE 10 GOING TO BE CONSTRUCTED IN A LOCATION WITHIN A MILE FROM THE COAST LINE, IN ACCORDANCE WITH R613.3. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/NW WDA 1011 ME S 2 OR ASTM E330. THIS IS IN ACCORDANCE WITH R613.3.THE WINDOWS AND DOOR ANCHORAGE SYSTEM IS TO COMPLY WITH R613S. DATA AND DETAILS ARE TO BE SUBMITTED FOR APPROVAL. GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST REQUIREMENTS OF CSPC 16CFR, PART 1201 CRITERIA FOR CATEGORY I OR II IN ACCORDANCE WITH R308.3. GLAZING PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 AND R308.1.1. 108, STAIRWAY ILLUMINATION IS TO BE IN ACCORDANCE WITH R303.4. THE LIGHT SWITCH IS TO BE LOCATED AT THE TOP AND AT THE BOTTOM OF EACH STAIRWAY, IN ACCORDANCE WITH R303.4.1. 109. GUARD RAILS FOR OPEN SIDE OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 IN. ARE TO BE PROVIDED, IN ACCORDANCE WITH SECTION R316. 110. SINGLE AND MULTIPLE -STATION SMOKE ALARMS ARE TO BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, IN THE L ACTUATE ALL O T CELLAR AND THEY SHALL BE INTERCONNECTED THAT THE ACTUATION OF ONE ALARM WILL THE ALARMS, IN ACCORDANCE WITH 8317.1. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R317.2. 111. AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL. THE CARBON MONOXIDE ALARM IS TO BE LISTED AND LABELED AS COMPLYING WITH UL 2034-2002 STANDARD AND IS TO BE INSTALLED IN PERMITTED TO CONNECTT HE CARBON ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ITIS P E MONOXIDE ALARM TO THE BUILDING WIRING SYSTEM OR IT MAY BE BATTERY OPERATED. CARBON MONOXIDE ALARM IS TO BE MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 112. WALL AND CEILING FINISHES ARE TO HAVE A FLAME -SPREAD CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH R319.1 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450, IN ACCORDANCE WITH R319.2. TESTING AND ALTERNATE TEST METHODS MUST COMPLY WITH R319.3 AND R319A RESPECTIVELY 113. INSULATION MATERIAL IS TO COMPLY WITH SECTION R320 AND IS TO HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH A SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. TESTING AND ALTERNATE TEST METHODS MUST COMPLY WITH ASTM E84 STANDARD. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS ARE TO HAVE A MINIMUM CRITICAL RADIANT FLUX OF 0.12 WATT/CM2. TESTING IS TO BE CARRIED OUT AS PER ASTM E970 STANDARD. EXTERIOR INSULATION FINISH SYSTEM IS TO COMPLY WITH R703.9. THE MINIMUM REQUIRED R VALUE FOR EXTERIOR WALLS IS R18. THIS VALUE IS TO BE MET BY THE SUM OF THE R -VALUES OF THE INSULATION MATERIALS IN ACCORDANCE WITH N1102.1.1. THE MINIMUM REQUIRED R -VALUE FOR CEILING IS R38 AND THIS IS TO BE MET IN ACCORDANCE WITH N1102.1.2. THE MINIMUM REQUIRED R -VALUE FOR FLOORS IS TO BE IN ACCORDANCE WITH N1102.1.4. THE MINIMUM REQUIRED R -VALUE FOR CELLAR WALLS IS TO COMPLY WITH N1102.1.6. 114, WEATHER -RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. 115. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, IN ACCORDANCE WITH SECTION R322. 116, ALL WOOD IN CONTACT WITH THE GROUND AND SUPPORTING PERMANENT STRUCTURES IS TO BE APPROVED PRESSURE TREATED, IN ACCORDANCE WITH R323.1.1. 117, DWELLING IDENTIFICATION IS TO BE PROVIDED IN ACCORDANCE WITH SECTION R325. 118. CONCRETE FOUNDATION WALLS ARE TO BE DAMPPROOFED IN ACCORDANCE WITH R406A. 119, MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ACCORDANCE WITH R602.1. 120. STRUCTURAL FLOOR MEMBER ARE NOT TO BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. CUTS, NOTCHES AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF MEMBERS, IN ACCORDANCE WITH R502.8.2. STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY WITH R602.6. 121. PIPING PENETRATIONS THROUGH FIRE -RESISTANT -RATED WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R321.3. 122, CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND R702.6. 123. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. 124. FLASHING MATERIALS ARE TO BE CORROSION -RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8, R903.2 AND R905.2.8. 125, ROOF COVERING MATERIALS IS TO COMPLY WITH SECTIONS R902, R904, R905 AND IS TO BE IDENTIFIED IN ACCORDANCE WITH R904.4. SUBMIT INFORMATION, DATA AND DETAILS. ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R903.4. DRAWING AND DETAILS ARE TO BE SUBMITTED. 126, ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R905.2.3. SELF -SEAL STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4 AND R905.2.5 RESPECTIVELY. DETAILS OF ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF WITH SLOPE OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH R905.2.7. THE REQUIRED UNDERLAYMENT IS TO CONFORM WITH ASTM D226, TYPE I OR ASTM D4869, TYPE I IN ACCORDANCE WITH R905.2.3. 127. ROOF FRAMING IS TO BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE 1995 EDITION OF WFCM. 128. PROVIDE 2"X6" @ 32" O.C. COLLAR TIES, AT 4' 5" HEIGHT IN THE ATTIC SPACE. 129, ADEQUATE CONNECTIONS ARE TO BE PROVIDED TO TRANSFER UPLIFT FORCES FROM THE ROOF ASSEMBLY TO THE FOUNDATION IN ACCORDANCE WITH 2.2,3 OF THE 1995 EDITION OF WFCM. 130. HVAC IS TO COMPLY WITH SECTION N1103. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN ACCORDANCE WITH N1101.3. HEATING AND COOLING EQUIPMENT IS TO BE DESIGNED IN ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO BE FABRICATED IN ACCORDANCE WITH SECTION M1601. THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1(2). DRAWINGS AND DETAILS OF DUCT SYSTEM ARE TO BE SUBMITTED. 131. SERVICE WATER FOR HEATER AND GAS BOILER ARE TO COMPLY WITH SECTION N1104. WATER -HEATING EQUIPMENT PERFORMANCE IS TO COMPLY WITH TABLE N1104.2. THE HEATING BOILER AND WATER HEATER ARE TO COMPLY WITH CHAPTER 20, SEE ALSO SECTION G2408 (305). FOR CLEARANCE REDUCTIONS SEE SECTION G2409 (308). IN ADDITION TIHE BOILER IS TO COMPLY WITH SECTION G2450 (630). 132. HYDRONIC PIPING ARE TO BE IN ACCORDANCE WITH CHAPTER 21. 133. APPLIANCE LABELING AND INFORMATION ARE TO COMPLY WITH SECTIONS M1302 AND M1303. APPLIANCE ACCESS AND WORKING (SPACES FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT ARE TO BE IN ACCORDANCE WITH SECTION IM1305 AND PARAGRAPH 1401.2. APPLIANCE INSTALLATION IS TO COMPLY WITH SECTION M1307. WOOD -FRAME STRUCTURAL MEMBERS ARE TO BE DRILLED, NOTCHED OR ALTERED IN ACCORDANCE WITH SECTION Ml 3081. 134. CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT OF ALL OTHER SYSTEMS AND IS TO MEET THE REQUIREMENTS IN SECTION M1 501- 135. FUEL GAS PIPING SYSTEM MATERIALS, COMPONENTS, FABRICATION, ASSEMBLY, INSTALLATION, TESTING METHODS, OPERATION AND MAINTENANCE ARE TO BE IN ACCORDANCE WITH SECTION G2401 (101), G2417 (407). GAS PIPING IS TO BE DESIGNED IN ACCORDANCE WITH SECTION 62412 (402). PIPING MATERIALS ARE TO COMPLY WITH SECTION G2403 (403). STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF GAS PIPING, IN ACCORDANCE WITH SECTION G2405 (302). PIPING INSTALLATION IS TO COMPLY WITH G2414 (404). KINKS IN PIPES ARE NOT ACCEPTABLE IN ACCORDANCE WITH SECTION G2415 (405). 136. GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC AND CONTROL SYSTEMS. 137. GAS PIPING IS TO BE TESTED FOR LEAKS IN ACCORDANCE WITH G2414.16 (404.16). SEE ALSO SECTION G2416 (406). 138. GAS SHUTOFF VALVES ARE TO IBE PROVIDED IN ACCORDANCE WITH SECTIONS G2419 (409)AND G2421 (411). 139. WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION P2603. WOOD -FRAME DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION IS TO BE IN ACCORDANCE WITH P2603.2.1 AND P2603.3 RESPECTIVELY. SEE ALSO P2603.4 AND P 2603.5 FOR PIPES IN FIRE -RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS RESPECTIVELY. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED WITH A!SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH, IN ACCORDANCE WITH P2603.5. PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. TABLE P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT 1TO BE USED. PIPE MATERIALS ARE TO COMPLY WITH SECTION P2608. 140. PLUMBING FIXTURES ARE TO BE IN ACCORDANCE WITH CHAPTER 27. 141. PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION P2803. 142. FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201 143. ELECTRICAL FIXTURES, COMPOINENTS, DEVICES ARE TO BE LISTED FOR THE APPLICATION AND ARE TO BE LABELED IN ACCORDANCE WITH (SECTION E3303. INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. FOR I Q E UIPMENT WORKING SPACE AND CLEARANCES SEE SECTION E3305. ELECTRICAL CONDUCTOR MATERIAIL, SIZE, INSULATION AND CONNECTIONS ARE TO COMPLY WITH SECTIONS E3306 AND E3307.ELECTRICAL SERVIICE LOADS ARE TO COMPLY WITH CHAPTER 35. IN PARTICULAR, RATING S OF UNGROUNDED CONDUCTORS I "TO BE IN ACCORDANCE WITH SECTION E3502 SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3503. DOCUMENTATION AND DATA ARE TO BE SUBMITTED. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH CHAPTERS 36 AND 38. W. ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION E3508 145. REQUIRED RECEPTACLE OUTLET'S, GFI PROTECTIONS, LIGHTING OUTLETS ARE TO COMPLY WITH CHAPTER 38. ENCLOSED ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3804(1) THROUGH (10). 146. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 39. 147. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION E33D2. 148. DESIGN PARAMETERS AND FRAMING CRITERIA FOR HURRICANE WINDS, SHALL BE IN ACCORDANCE WITH THE "WOOD FRAME CONSTRUCTION MANUAL' HIGH WIND EDITION (1995 SBC). Table 3.21 B HEADER SPANS FOR EXTERIOR LOAD LOADBEARINGi WALLS (Supporting a Roof, Ceiliing and One Center -Bearing Floor) Building Width (R) Sure Max. Span k of Jack Shads 36 2!-2x4 2'-7" 1 36 V -2X8 T 9" 2 36 2!-2x8 4'-9' 2 36 2!-2x10 5'-9" 2 36 2t -2x12 6'-8" 3 36 3)-2X8 5'-11" 2 36 31-2x16 7'-3" 2 36 31-2x12 8'-5" 2 36 41-2x8 6010" 2 36 41-2x10 8'-4" 2 36 41-2x12 9'-8" 2 w e eM OG 4--m rorailt YViL PORCH / RAFTER / GIRDER CONNECTION DETAIL N.T.S. u2 -IJ PORCH / DECK / HOUSE CONNECTION DETAIL N.T.S. 6' I" x 6" Ow 2XSPA616- CGA MROW POST AT POST-FlHt LQ/Lw Off. RM OYP GAL PORCH / DECK / PIER CONNECTION DETAIL N.T.S. POST BASE CONNECTION DETAIL SIMPSON STRONG -TIE ABA44 N.T.S. PORCH/POST/TOP GIRDER CONNECTION DETAIL N.T.S. Table 2.1 LATERAL FRAMING CONNECTION LOADS FROM WIND (For Roof -to -Plate, Plate -to -Plate, Plate -to -Stud, and Plate-to-Flaor) Well Haight (8.) Fastest -Mlle Wind Speed (mph) Unit Lateral Framing Loads (pit) 8 120 171 Table 2.2B RIDGE CONNECTION LOADS FROM WIND Roof Pitch Roof Span Fastest -Mlle Wind Speed (mph) Unit Connection Loads (pin 6:12 12 120 216 Table 2AA ROOF SHEATHING SUCTION LOADS (For Sheathing and Sheathing Attachments) Sheathing Location Fastest -Mile Wind Speed (mph) Suction Pressure (pan Perimeter Edge Zone 120 75.8 Interior Zone 120 43.1 Table 2.4B WALL SHEATHING SUCTION LOADS (For Sheathing and Sheathing Attachments) athing Location Fastest -Mile Wind Speed (mph) Suction Pressure (psf)e Zone E 120 45.0 ior Zone 120 38.4 CODE ANALYSIS CODE ANALYSIS INFORMATION HAS BEEN DERIVED FROM THE "RESIDENTIAL CODE OF THE STATE OF NEW YORKrr PUBLICATION DATE MAY 2002 VALUE CODE SECTION r� U F 1379GROUND SNOW LOAD 45 PSF FIGURE 8301.2(5) (r, W W J J W oU1o1_� F QLL Ijd,IZ XZrT�20 WIND SPEED 110 MPH FIGURE R301.2(4) J qW LU _ W Z O' JZ JWQ 1tNUZQ C7 SEISMIC DESIGN CATEGORY C FIGURE 8301.2(2) Q }- }O S U- I�W� Z W NZa~~ U SUBJECT TO DAMAGE FROM: F Q WEATHERING SEVERE FIGURE R301.2(3) (,y FROST LINE DEPTH 36" - V: O � U TERMITE MOD. HEAVY FIGURE R301.2(6) ^ U DECAY SLT TO MOD FIGURE 8301.2(7) r. WINTER DESIGN TEMPERATURE 11B FIGURE 8301.2(5) Z 0 N r .7 ICESHIELD UNDERLAYMENT YES SECTION R905.2.7.1 L)1= U U)Z} in a FLCOD HAZARDS N/A LOCAL)_ Z c^ JURISDICTION 0 LU y LIVE LOAD (NON -SLEEPING AREAS) 40 PSF TABLE R301.4 9 I J lu F- � � N DEAD LOAD 20 PSF TABLE R502.5.1(2) ul Miss J T.J.I. PRO 250 FLOOR JOISTS 1-3/4 X 11-7/8 SPECS. SPECS. is @ 16" O.C. M GROUND SNOW LOAD 45 PSF TABLE R301.2(5) IF DEAD LOAD ROuF RAFTERS (WTH CEILING JOISTS AT -ACHED TO RAFTERS) TABLE R301.2.12 WIND-BORNE DEBRIS PROTECTON FASTENING SCHEDULE FOR WOOD STRUf7URAL PAIIIi °° pLa sl. II IxGI . a.1 mm, I roar - avXe mm. I Ova o.uh rg I NLLE F831gR - IbtA M1,M. A rxls n"e1a Is arm ox Ila vex wro sF®s "wn asrovr � avLP never. B. FA51BEIts 5nW. ¢ IrbT/1l8/ AT WiC<iIIG BTrW TE I'ULO S1RYlW,L PN6. 41HLL5�'JHLL (E IGtl LMYM Ot YJG M%MM1ILS v, w�as�n'�ox�s� nn5vlie nlwr�sw a�rnwreiat� cAPnwltt aP+<o PaIP no 2x3 INC FASTENEIS!'ACING FASTENER TIDE PANEL SPAN 4R0T 6FOOT 1 2"1 <d FOOT °1ANESFAN <PANELSPAN 20 PSF TABLE 8502.5.1(2) <6 DOT <a FOOT - 214" N6 I6" I: " 9" HOOD SLREHS I TUB Z 2" aH Q 4" WOOD SCREWS HO Ib" II' 12" pLa sl. II IxGI . a.1 mm, I roar - avXe mm. I Ova o.uh rg I NLLE F831gR - IbtA M1,M. A rxls n"e1a Is arm ox Ila vex wro sF®s "wn asrovr � avLP never. B. FA51BEIts 5nW. ¢ IrbT/1l8/ AT WiC<iIIG BTrW TE I'ULO S1RYlW,L PN6. 41HLL5�'JHLL (E IGtl LMYM Ot YJG M%MM1ILS v, w�as�n'�ox�s� nn5vlie nlwr�sw a�rnwreiat� cAPnwltt aP+<o PaIP no 2x3 INC ROOF LINE N 1 2"1 12' I 1 I I 20 PSF TABLE 8502.5.1(2) 2„1 2„1 W I 12„ R I TUB I I TUB Z 2" 3" 2" Q 4" W 4„ W X12Miss @. TABLE R802.5.1(6) O ei W v W W AC 131� y Cal J 19 C PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM F WW r THICKNESS OF 7(6" (II.lmm) AND A-� W MAXIMUM SPAN OF 8 FEET (2438 Till). PANELS �. SHALL BE PRECUT TO COVER THE GLAZED Dom- m OPENIN65 WITH ATTACHMENT HARDWARE G PROVIDE. ATTACHMENTS SHALL BE PROVIDED 0� IN ACCORDANCE WITH TABLE R301.2.1.2 OR 5HALL BE DE516NED TO RE515T IL THE COMPONENTS AND Q Q GLADDIN6 LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDFNTI I C GOOF OF G NEW YORK STATE. PANELS ARE TO BE STORED ON SITE Z L6 LissAND NUMBERED WITH THEIR GORRE9PONDIN6 WINDOWS. -1 OqL wo D W Z al E ROOF LINE 1 j2" 12" KITCHEN 12" ID/W ILAV 13SNK WASHER I"`9 ni WG F�9 SANITARY RISER DIA. N.T.5. I�fi?iT:7SRG- CONNECT TO SANITARY DISPOSAL SYSTEM 11 Data I Revision t Issue II 03-023 AS NOTED 05/10/03 T=2 1 2"1 12' I 1 I I 1,4r ILAV ILAVI3 WG 2„1 2„1 1 I 12„ R I TUB I I TUB 2" 2" 3" 2" 4" 4„ 1 j2" 12" KITCHEN 12" ID/W ILAV 13SNK WASHER I"`9 ni WG F�9 SANITARY RISER DIA. N.T.5. I�fi?iT:7SRG- CONNECT TO SANITARY DISPOSAL SYSTEM 11 Data I Revision t Issue II 03-023 AS NOTED 05/10/03 T=2 I-40 x 20 GAO6E STL. STRAP HOT DIPPED GALVANIZED OR MANUF. FROM 6ALV. STL. COATED w/ MIN. OF 1.5 oz. OF ZING. PER SQUARE FT. OF 5TL. LAPP UNDER PLATE • EACH WALL SND. PROVO (2) 5d COMMON NAILS IN EA. END OF STRAP. PROVIDE 3" SQUARE HASHERS AT ALL ANCHOR BOLTS. 1/2" DIA, x 12" LONG "J" ANCHOR BOL 0 46" O.G. (12" FROM GORNEF STRAPPING @ SILL PLATE DETAIL N.T.S. P." BLOCKINe . I3IFNALL FACE MOUNT HANGER SD0SON STRONG-TIDryUS) LUS26, LUS28, LUS26-2, LUS28-2, LUS210,LUS210.2 IIII 2-16 I 121 FWAAF0, 4, i• .s 7/e' DIA. THRADE 2 1/2' INTO CONCII 0 4 CORNER HOLDOWN CONNECTION DETAIL N.T.S. I -Y4" x 20 6AU6E STL. STRAP HOT DIPPED GALVANIZED OR MAFUF. FROM GALV. 5TL. COATED w/ MIN. OF 1.5 oz. OF ZING. PER SQUARE FT. OF 5TL. LAPP UNDER PLATE 0 EACH WALL STUD. PROV'D (2) 5d COMMON NAILS' IN EA. END OF STRAP. PROVIDE 3" SQUARE WASHERS AT ALL ANCHOR BOLTS: S/5" DIA. "J" ANCHOR BOLT5 b'-O"O.G. (12" FROM CORNER STRAPPING SILL PLATE DETAIL N.T.S. RIDGE STRAP SIMPSON STRONG -TIE WITH CEILING COLLAR TIES AT32"0.C. CS -20x13 MIN. WITH (7)100 COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD STRUCTURAL RIDGE SIMPSON STRONG -TIE CAWHEDRAL CEILINGS LSW26-2X8 LSW28-2XB,2X10,OR 2X12 CS4:20 X18 MIN. WITH (7) 10D COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD ALTERN. RAFTER -TO -STUD CONN. (WHERE APPLICABLE) Q Is-O.C. SPLICING OF TOP PLATE TOP PLATE SPLICE REQUIREMENTS FOR WIND EXPOSURES B & C ONE STORY SLAB ON GRADE PROVIDE 71_ " NAILSt MIN. SPLICE LENGTH OE D-oc! HAILS 2'-0" INTO HEADER t T-IOdEADErt 3'-0" t 5-IOtL 4' - 0" NAILS INTO STW 4'-0" INTO SM 5'-0" 511-PSON' 0516 STRAPON' 6'- 0" LSTAI2 STIRAP 7' - 0" INSTALL AT ALL GARAGELL 81-01, AT ALL W1170H / DOOR 10'-0" DOOR HEADERS TO J1LICERS 12'-0' TO JALK S RAS. 14'- 0" snAs. 16'-0" each lap SPLICING OF TOP PLATE TOP PLATE SPLICE REQUIREMENTS FOR WIND EXPOSURES B & C ONE STORY SLAB ON GRADE BUILDING DIMENSION MIN. SPLICE LENGTH 12'-0" 2'-0" 16'-0" 3'-0" 20'- 0" 4' - 0" N-0" 4'-0" 28'-0" 5'-0" 32'- 0" 6'- 0" 36'-G" 7' - 0" 40'-0" 81-01, 50'-0" 10'-0" 60, - 0" 12'-0' 14'- 0" 80'-0" 16'-0" TOP PLATE SPLICE REQUIREMENTS FOR WIND EXPOSURES B & C ALL OTHER CASES BUILDING DIMENSION MIN. SPLICE LENGTH 12'-0" 3'-0" 16'-0" 4'-0" 20'-0" 6-0" 24'-D' 6'-0" 28,-0" 7'-0" 32'-0" 8'-0" 36'-0" 9'-0" 40'-0" 11'-0" 50'-G" 13'-0" 11 60'-0" 16'-0" 19'-U" 80' - 0" 22' - 0" TOP PLATE SPLICE LENGTH 1 -TABULATED SPLICE LENGTHS ASSUME TOP PLATE- TO- TOP PLATE CONNECTIONS USING 2 -16D NAILS PER FT FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT NUMBER OF NAILS. 2 -TABULATED SPLICE LENGTH ASSUME A BUILDING LOCATED IN EXPOSURE (B). 3 -TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. WALL HEAIGHTS FOR OTHER WALL WEIGHTS, (H) THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. 4 -TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL 5lwnoie H7 BIRgy Lm M A "1 01 / TM EA NAILS THS x/ 510E OF RAPIM RAFTER -TO -STUD CONN. (WHERE APPLICABLE) Q 16" O.C. STUD -TO -STUD CONNECTIONS N.T.S. SIMPSON STRONG -TIE (CS20 OR LFTA OR 2-MTS16) CS20 X 36" AT 16" O.C. MIN. WITH 6-10d NAILS AT EACH END WITH 1-10d AT CENTER OR LFTA AT 16" O.C. OR 2-MTS16 AT 16" O.C. STUD -TO -SILL CONNECTIONS N.T.S. SIMPSON STRONG -TIE (LBPS, SSP, & SP4) SSP FOR SINGLE STUD (2) SSP FOR DOUBLE STUD INSTALL AT 16" O.C. ALTERNATE COLLAR TIE ALTERW' COLLAR' i O Z a XU `$Y INTERIOR WALLS & PARTITIONS CONTINUOUS LOAD PATH TYP. SECTION N.T.S. f;71IIiiTLf711:\1Y71)O��BtL\L3IIZ'LH1LIAw ATTIC SPACE. BLOCKING 2 BAYS BACK Q 4'-0" O.C. SECOND BLOCKING 2 BAYS BACK ® 4'-0" O.C. FIRST FLOOR. BLOCKING 2 BAYS BACK Q 4'-0" O.C. BLOCKING na, ENDWALL. 3 x 4 LONTINAIS LATERAL BRACE • d-0' OL. CEILINS J015TS W OL. ii ifgr -w,3C': 1 114 x 20 SAUSE STS STRAP R905.25 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAUGE SHANK W/ A MIN. 8" HEAD ASTMF1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN. OF J" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN a' THICK. THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF SHINGLES SHALL HAVE A MIN. OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES - THE BASIC WIND SPEED PER R301.2(4) IS 110 MPH OR GREATER AND THE EAVE IS 20' ABOVE GRADE R905.27 FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO LAYERS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.6 F. W -a O Z a XU Q0 r INTERIOR WALLS & PARTITIONS a O -q Iu W > d LU LLI ajzF �tr F _ a� Q STRUCTURAL MEMBER ALLOWABLE RAFTERS HAVING SLOPES GREATER THAN 3112 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L / 180 INTERIOR WALLS & PARTITIONS H / 180 FLOORS AND PLASTERED CEILINGS L / 360 ALL OTHER STRUCTURAL MEMBERS L / 240 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L / 240 EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 NOTE: L - SPAN LENGTH. H - SPAN HEIGHT a = THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. CEILING BRACING GABLE ENDWALL (TYP.) N T.5 ci4 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICES FOR C.N.S CONTRACTING, INC. INFRINGEMENTS WILL BE PROSECUTED. THE CONTRACOR SHALL VERIFY ALL CONDITIONS & BE RESPONSIBLE FOR FIELD FIT OF ALL WORK J 11 I= W U Z W 0 WW 1 19 0 LUW m Za Ca G L6 W O Z 11 Date I Revision l issue I I 05-025 A5 NOTED 05/10/05 T-3 JOINT DESCRIPTION # OF NAILS NAIL SPACING ROOF FRAMING Rafter to 7-p Plate (Toe -nailed) 3- Bd per rafter Ceiling Joist to Top Plate (Toe -nailed) 3- 8d perjoist Ceiling Joist to Parallel Rafter (Face -nailed) 3- 16d each lap Ceiling Joist Laps over Partitions (Face -nailed) 3- 16d each lap Collar Ti- Io Rafter (Face -nailed) 3- 8d per tie Blocking to Rafter (Toe -nailed) 2- 8d each end Rim Boarr' to Rafter End -nailed 2- 16d each end WALL FRAMING Top plate to Top Plate (Face -nailed) 2- 16d per foot Top Plateat Intersections (Face -nailed) 4- 16d joints - each side Stud to Slud (Face -nailed) 2- 16d 24" D.C. Header to Header (Face -nailed) 16d 16" D.C. along edges Top or Bottom Plate to Stud (End -nailed) 2- 16d per 2 x 4 stud 3- 16d per 2 x 6 stud 4- 16d per 2 x 8 stud a Bottom Plate to Floor Joist, Band Joist, End Joist 2-16d per foot C or blocking (Face -nailed q3 W FLOOR FRAMING Joist to Slil, Top Plate or Girder (Toe -nailed) 4- 8d perjoist Bridging b Joist (Toe -nailed) 2- 8d each end Blocking b Joist (Toe -nailed) 2- 8d each end Blocking to Sill Or Top Plate (Toe -nailed) 3- 16d each block Ledger Strip to Beam (Face -nailed) 3- 16d each joist Joist on Ledger to Beam (Toe -nailed) 3- 8d per joist Band Joist to Joist (End -nailed) 3- 16d per joist Band Joist to Sill or Top Plate (Toe -nailed) 2- 16d per foot ROOF SHEATHING Structural Panels Bd 12" o.c. Diagonal Board Sheathing 1"x6" or 1 "x8* 2- 8d per support 1"00 or wider 3- 8d per support CEILING SHEATHING Gypsum Wallboard 5d coolers 7" edge/10" field WALL SHEATHING Structural Panels 8d 12" D.C. Fiberboard Panels 7116" 6d 3" edge/6" field 25/32" 8d 3" edge/6" field Gypsum Wallboard 5d coolers 7" edge/10" field Hardboard 8d 12" o.c. Particleboard Panels 8d 12" o.c. Diagnonal Board Sheathing 1"x6"or 1"x8" 2-8d per support 1"x10" or wider 3- Bd per support FLOOR SHEATHING BLEW J015T Structural Panels V or less 8d 6" edge/12" field greater than 1" 10d 6" edge/6" field NIAILs Diagnonal Board Sheathing 1"x6" or 1"x8" 2- 8d per support 1"x10" or wider 3- 8d per support CEILING BRACING GABLE ENDWALL (TYP.) N T.5 ci4 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICES FOR C.N.S CONTRACTING, INC. INFRINGEMENTS WILL BE PROSECUTED. THE CONTRACOR SHALL VERIFY ALL CONDITIONS & BE RESPONSIBLE FOR FIELD FIT OF ALL WORK J 11 I= W U Z W 0 WW 1 19 0 LUW m Za Ca G L6 W O Z 11 Date I Revision l issue I I 05-025 A5 NOTED 05/10/05 T-3 O 7 " '_____________________ ______-____ ---- � IT' -O" MASONRY OPENING _ O' 1. ALL FOOTINGS SHALL REST ON SOLID, G� UNDISTRIBUTED SOIL HAVING A MINIMUN BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS, TO ACHIEVE 98% COMPACTION. 3. INSTALL PRE -MOULDED EXPANSION JOINTS WHERE SHOWN PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF R-5 FOR HEATED BUILDING CONSTRUCTION. 4. ALL CONCRETE SHALL BE 1.2.4 MIX, WITH A MIN. Fc= 3,500 P.S.I. 5. ALL ANCHOR BOLTS TO BE 1/2" MIN. DIAMETER 7" MIN. EMBEDMENT. SPACING REQUIREMENTS: 1/2" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 46" MAX. O.C. SPACING 5/8" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 72" MAX. O.C. SPACING V-4" 1, q,-4„ 1, 0,_q,, q,-4" FOUNDATION PLAN all I I HOLD DOWN ANCHOR I I I I I jCARBON I I I I I I GARAGE Ir 1 1 1 I 1 I I 1 I I I I 1 24' X 12"D P.G. 1 1 I 1 1 I I FTG. FOR COLUMN 1 I ABOVE (TfP) I I I -- GARAGE I I - UNEXCAVATED x� , - 4" POURED GONG. SLAB v1/ bxb - GGA (2J X 12 GGA (2) 2 X 12 0C.14A 7_6. 5,_10° T -b" 1 ' 5. LOAD BEARIN EXTERIOR WALL 10/10 W.W.M. ON 6 MIL POLY VAPOR O ry - BARRIER ON GLEAN COMPACTED FILL HOLD DO I I N ANCH 1 � I I I i ,,: ' _ _ _ _ _ ..• e' POURED CONCRE WALLS ATOP � I I j I I I I i�,.•: �� �� ... \� b" X 16' POURED RETE FOOTING =q 1 � I I ''• U� N I I I ::` i ♦ .. ON FIRM, UNDIS 501E (TYP) x I � I � I I L-------- ----- - - -1 - - I I I row Doves r -o"• I I 1 HAUNCHED SLAB END I I I ITYP) 1 ------------- X_ 12 CCA NAILER NA E L--------------------- ---- � IT' -O" MASONRY OPENING _ O' 1. ALL FOOTINGS SHALL REST ON SOLID, G� UNDISTRIBUTED SOIL HAVING A MINIMUN BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS, TO ACHIEVE 98% COMPACTION. 3. INSTALL PRE -MOULDED EXPANSION JOINTS WHERE SHOWN PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF R-5 FOR HEATED BUILDING CONSTRUCTION. 4. ALL CONCRETE SHALL BE 1.2.4 MIX, WITH A MIN. Fc= 3,500 P.S.I. 5. ALL ANCHOR BOLTS TO BE 1/2" MIN. DIAMETER 7" MIN. EMBEDMENT. SPACING REQUIREMENTS: 1/2" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 46" MAX. O.C. SPACING 5/8" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 72" MAX. O.C. SPACING V-4" 1, q,-4„ 1, 0,_q,, q,-4" FOUNDATION PLAN all In o II m oll � I • -_1 •'Il 1 1 O Q III ioI p'I r 5/5' RADTYPE XSHIRE EET ROOK R FIELINO OVER EGH.AREA O� 1 p x x l AS PER CODE r I I I L J H.W.H.-N' FURNACE n � � �I -! CELLAR " •^"• r 4" POURED COW. FLOOR W/ bxb - _ _ 1 +.''' — •�J ' I — •1 10/10 W.W.M. ON 6 MIL POLY VAPOR ,•• �r •:: _ — _ — — ell BARRIER ON GLEAN COMPACTED FILL 1 1 1 I is I 3' DIA. STL. PIPE I r COL. 24'x 1200 r I '. L I P.G. FT6. (TYP) II 7_q" -� ,j�`r'Mo1'E TORJ ,,�" 8'-I $'-5 _ - .__ 6'_4"_ __ ... '- _k117 r--1 r- r--1 _ (3) 1 3/4' X 11 2/ MLI J III o) I �4' X II 7/5' LOAD ARING �(3) I B/4"XII 7/b" ML _ 1 ,4;, —I — -- I = Y LC _ —r -� C I —I -_ I L/ I I I - - 2 X ! L_ -J h L__J L -_J L__J j ____I a IT -4" 8'-10" -I 14'_2° } • m I� Ill I I HOLD DOWN ANCHOR I I I I I jCARBON I I j I GARAGE Ir MONOXID I ------- -t--------- 10/10 W.H.M. ON 6 MIL POLY VAPOR I I I h I I (2) 2 X 12 2 ': / SLABy4- PER FT. TO O.H. DOOR I I W L I WAY ;:' I 1 13/4 X II 7 b" ML I - — I DETECTOR c - - --------------------------------- x� , - GGA (2J X 12 GGA (2) 2 X 12 0C.14A 7_6. 5,_10° T -b" ci 5. LOAD BEARIN EXTERIOR WALL GONG. SLAB I - a HOLD DO J1 1 HOLD DO N ANCH m i ,,: ' _ _ _ _ _ ..• e' POURED CONCRE WALLS ATOP '• " i�,.•: �� �� ... \� b" X 16' POURED RETE FOOTING =q :. 1 - IIS ''• U� R I ::` i ♦ .. ON FIRM, UNDIS 501E (TYP) :..IX ------� L-------- ----- - - -1 - - -------------- J• 1N 1YI X_ 12 CCA NAILER NA E L--------------------- --------------L ------------ --------- - _ __2, - _ - I/4' X II T/PLM . •m x I (4) 2 X b GGA - Of I o r ,-. fl ? III I 1 In o II m oll � I • -_1 •'Il 1 1 O Q III ioI p'I r 5/5' RADTYPE XSHIRE EET ROOK R FIELINO OVER EGH.AREA O� 1 p x x l AS PER CODE r I I I L J H.W.H.-N' FURNACE n � � �I -! CELLAR " •^"• r 4" POURED COW. FLOOR W/ bxb - _ _ 1 +.''' — •�J ' I — •1 10/10 W.W.M. ON 6 MIL POLY VAPOR ,•• �r •:: _ — _ — — ell BARRIER ON GLEAN COMPACTED FILL 1 1 1 I is I 3' DIA. STL. PIPE I r COL. 24'x 1200 r I '. L I P.G. FT6. (TYP) II 7_q" -� ,j�`r'Mo1'E TORJ ,,�" 8'-I $'-5 _ - .__ 6'_4"_ __ ... '- _k117 r--1 r- r--1 _ (3) 1 3/4' X 11 2/ MLI J III o) I �4' X II 7/5' LOAD ARING �(3) I B/4"XII 7/b" ML _ 1 ,4;, —I — -- I = Y LC _ —r -� C I —I -_ I L/ I I I - - 2 X ! L_ -J h L__J L -_J L__J j ____I a IT -4" 8'-10" -I 14'_2° } • m I� Ill I I HOLD DOWN ANCHOR I I I I I jCARBON I I j I GARAGE MONOXID I 1 r 10/10 W.H.M. ON 6 MIL POLY VAPOR I I I BARRIER ON GLEAN COMPACTED FILL I ': / SLABy4- PER FT. TO O.H. DOOR I I W L I WAY ;:' I 1 13/4 X II 7 b" ML I - — I DETECTOR c - - --------------------------------- x� , - 4" GONG. SLAB I - I L ti T �� LI J1 1 HOLD DO N ANCH m '• 1 - IIS IE IL -- J _-I I R I :..IX ------� L-------- ----- - - -1 - - -------------- J• 1N NEI 50ALE: 1/4'*' -0" I I j I I I I HOLD DOWN ANCHOR I I I I I I 1 HOLD DOWN ANCHOR I I I I j I GARAGE UNEXCAVATED ry 4' POURED GONG. SLAB W/ bxb - I 1 " 10/10 W.H.M. ON 6 MIL POLY VAPOR I I I BARRIER ON GLEAN COMPACTED FILL I IPITCH / SLABy4- PER FT. TO O.H. DOOR I I TOW DOHA! 1'-O' • HAUNGHED SLAB END �. II I (rrp) I I I ,I `I ;1 I I I I --------------------------------- -------------------------------- y I I I I ------------ 63'-00 I to I(2) 2 X 12 CC NAILER 1 I': I I 2) x -12 - NIX, 12 cc 5'-b' LOAD BEARING EXTERIOR WALL 8' POURED CONCRETE WALLS ATOP D' X 16' POURED CONCRETE FOOTING ON FIRM, UNDISTURBED SOIL (TYP) G \ry (2) 2 X I2 GCA 12" POURED CONCRETE PIERS W/ 24" X 24" 12' POURED CONCRETE FOOTING FOR POST ABOVE (T(P) u `v r o Pouf 'q J3WU1 d) OJ I.IWNUU J p �ZZI �WZ t Q Q W W c WW 190 D ItoLuW coo Z a 2 U. I. „O a a M 11 Date I Revislon I issue 11 03-028 Date A5 NOTED Scale 0?/05/03 A-1 25'-O" 0'-4- 9 X 2 x b POSTS (2) 2 x 6 POSTS (2) 2 x 6 POSTS (2) 2 T6 PROST5 (2)2X IO HDR rAme 2X6 2x6P0? 4'-4"2'-2" 2 PLUMBING WALL 24--6- 4'-4- 2'-2" 4'-6" 2X - X71 MASTER BEDROOM Ir Ip Im I� SMOKE DETECTOR I — (TYP)�J S xaD eLon. � I HAL 4X4 11 12'-O' 15'-01 2 OL. GENERAL NOTES: O I � O BETTER Fb SINGLE = 850 PSI, Fb REPETATIVE = 978 PSI, E _ O 1GEgS I �e -- 2. ALL LVL'S TO BE LOUISIANA-PACIFIC OR APPROVED EQUAL O L 2 x e O N T BOXED (2) 2 X 12 BOXED (2) 2 X 12 I V �V CONSTRUCTION. II 4 X 4 P05T 3. ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE Fg = 36,000 PSI, 29,000,000 PSI. I R h I x' 4. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL 3' DIA. STL. PIPE x N PARTITIONS 17-M Q O X COL. 4X6P T x N a (4) 1 5/4' X 11 1/6" ML- - INVESTIGATING SOIL CONDITIONS PRIOR TO POURING WAD BEARING W Oi REF N_ Q (2)2X IO HDR —— — -- - 16' .G. / ,D X 7. PLUMBING CONTRACTOR TO COMPLY WITH THE STATE AND T GARAGE AREA L I (3) 13/4' X 117/6 ML FLUSH A♦DR I 4 X 6 POST CONC. SLAB Y/VAPOR p 6 G� ,J " O G w 2 X I6 B. ELECTRICAL CONTRACTOR TO COMPLY WITH THE STATE — 10/IO�W.W.MDON 6 MIL POLLINE OF WALL til 2�x O BARRIER ABOVE -- (2)15' TYPERATED SHEET RS Z LFIII ON CEILING 0'-4- 9 X 2 x b POSTS (2) 2 x 6 POSTS (2) 2 x 6 POSTS (2) 2 T6 PROST5 (2)2X IO HDR rAme 2X6 2x6P0? 4'-4"2'-2" 2 PLUMBING WALL 24--6- 4'-4- 2'-2" 4'-6" 2X - X71 MASTER BEDROOM Ir Ip Im I� SMOKE DETECTOR I — (TYP)�J S xaD eLon. � I HAL 4X4 11 12'-O' 15'-01 2 OL. GENERAL NOTES: 16, OL. I � O BETTER Fb SINGLE = 850 PSI, Fb REPETATIVE = 978 PSI, E _ O 1GEgS I 1,300,000 PSI. -- 2. ALL LVL'S TO BE LOUISIANA-PACIFIC OR APPROVED EQUAL F_ �z �0 Q L 2 x e BOXED (2) 2 X 12 BOXED (2) 2 X 12 BOXED (2) 2 X 12 I V • CONSTRUCTION. II 4 X 4 P05T 3. ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE Fg = 36,000 PSI, 29,000,000 PSI. I R D ° � I x' 4. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL Z (Y$ F PARTITIONS 17-M Q O X n DINING ROOM x N a 0 1m INVESTIGATING SOIL CONDITIONS PRIOR TO POURING IN W O / 2XX 6 .J.• REF N_ Q Z —— — -- - 16' .G. / ,D X 7. PLUMBING CONTRACTOR TO COMPLY WITH THE STATE AND T L I (3) 13/4' X 117/6 ML FLUSH A♦DR I p 6 G� ,J " O G w 2 X I6 B. ELECTRICAL CONTRACTOR TO COMPLY WITH THE STATE — til 2�x O 36' WIDE FRE FAB. Q 4X4F0: 13/4' X 11 l/8' _ - - - 0 4 X 4 POSTS 115FlOR_ —CO) 2 x 1, O115 L4 X 4 P05T 2 x 6 TS LL L-- __J 4X4P T (2)2 x 6 P05T5 \ o GARAGE I \\ 4" POURED CONIC. SLAB WP bxb - 4 X 4 POST ry 10/10 W.W.M. ON 6 MIL POLY VAPOR BARRIER ON GLEAN COMPACTED FILL $I 5/6" TYPE "X' FIRE RATEDI5HEET e Iy� ROCK ON CEILINGS AND WAl.L5 a IPULL DOWN — — — — 4 ATTIC ACCESS A n ° m F_ ig , X --= O 2 X 10 G.J. • Ili" O.G. N I 0 G - 4X 4POST II I II is 2 X 6 2XD L-- — — — — — — — — — — — — -0" 5'-0" ciaa-r r-1 nnR PI AN SCALE: 1/4"=1'-0" X4 -�L-CARBON MONOXIDE DETECTOR (2) 1 3/4' XII W. N 4 X 4 POST 4 X 4 P05T ISR FOYER X 4 P05T 3OVE TO R1�6E �I LLI �I x r m -I LIVING ROOM J 14'-4" X II 118' LVL FLUSH HDR X 4 POST STUDY ?) 2 X 6 POSTS 3 eta tg11 0 2xa "COVERED IPORGH` _ (2) 2 X 12 / • \ x 4tADE LOAD BEARING EXTERIOR WALL 4'-0' I. 4'-0' 8,-0. 5,-21,' KITGHEN GENERAL NOTES: I � O BETTER Fb SINGLE = 850 PSI, Fb REPETATIVE = 978 PSI, E _ O 1GEgS I 1,300,000 PSI. -- 2. ALL LVL'S TO BE LOUISIANA-PACIFIC OR APPROVED EQUAL F_ �z �0 Q L Fb=3,100 PSI, E=2,000,OOOPSI, DESIGN PROFESSIONAL I V • CONSTRUCTION. II 3. ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE Fg = 36,000 PSI, 29,000,000 PSI. �_ II 4. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL Z (Y$ F PARTITIONS 17-M Q O X 5. DO NOT SCALE OFF DRAWINGS FOR DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR I a 0 1m INVESTIGATING SOIL CONDITIONS PRIOR TO POURING W L REF _ Z —— — -- - missJ Q 4X4F0: 13/4' X 11 l/8' _ - - - 0 4 X 4 POSTS 115FlOR_ —CO) 2 x 1, O115 L4 X 4 P05T 2 x 6 TS LL L-- __J 4X4P T (2)2 x 6 P05T5 \ o GARAGE I \\ 4" POURED CONIC. SLAB WP bxb - 4 X 4 POST ry 10/10 W.W.M. ON 6 MIL POLY VAPOR BARRIER ON GLEAN COMPACTED FILL $I 5/6" TYPE "X' FIRE RATEDI5HEET e Iy� ROCK ON CEILINGS AND WAl.L5 a IPULL DOWN — — — — 4 ATTIC ACCESS A n ° m F_ ig , X --= O 2 X 10 G.J. • Ili" O.G. N I 0 G - 4X 4POST II I II is 2 X 6 2XD L-- — — — — — — — — — — — — -0" 5'-0" ciaa-r r-1 nnR PI AN SCALE: 1/4"=1'-0" X4 -�L-CARBON MONOXIDE DETECTOR (2) 1 3/4' XII W. N 4 X 4 POST 4 X 4 P05T ISR FOYER X 4 P05T 3OVE TO R1�6E �I LLI �I x r m -I LIVING ROOM J 14'-4" X II 118' LVL FLUSH HDR X 4 POST STUDY ?) 2 X 6 POSTS 3 eta tg11 0 2xa "COVERED IPORGH` _ (2) 2 X 12 / • \ x 4tADE LOAD BEARING EXTERIOR WALL 4'-0' I. 4'-0' 8,-0. 5,-21,' ENERGY NOTES: 1. THESE PLANS WERE PREPARED IN STRICT -� CONFORMANCE WITH THE NEW YORK STATE ENERGY NCONSERVATION AND CONSTRUCTION CODE DATED JULY 3, 2002 FOR RESIDENTIAL BUILDINGS THREE STORIES OR LESS IN HEIGHT. 2. THE PLANS WERE DESIGNED FOR OIL -FIRE HEATING SYSTEMS 3. ENTRANCE DOORS MUST HAVE STORM DOOR OR CERTIFIED U -VALUE OF .40 OR LESS 4. GLAZING AREA / GROSS WALL AREA MUST BE LESS THAN OR EQUAL 24% IF 5,000 DEGREES DAYS AND 23% IF 6.000 in DEGREE DAYS 5. ALL WINDOWS, SILLS, OPENINGS, ETC. SHALL BE CAULKED AND WEATHER STRIPPED. 6. ALL WINDOWS AND DOORS TO BE INSULATED TYPE. WINDOWS SHALL BE HIGH PERFORMANCE INSULATED Q GLAZING WITH U=3.9 OR LESS r Y 7. INDOOR TEMPERATURE CONTROLS MAY NOT EXCEED S 75' F FOR HEATING AND 70" F FOR COOLING. 8. ALL PIPES INSULATED SPACES TO BE INSULATED WITH 1" INSULATION FOR PIPING VOR LESS AND 1-1/2" INSULATION FOR PIPING I-1/4" TO 2-1/2" N S. AIR INFILTRATION NOT TO EXCEED .37 CFM FOR WINDOWS, AND .05 CFM FOR DOORS 10. FIREPLACES TO HAVE INFILTRATION LOSSES (WITH DAMPER CLOSED) OF NO MORE THAN 20 CFM AT.3 INCHES WATER GUAGE. IF THE DAMPER ALONE DOES NOT MEET THIS REQUIREMENT, TIGHT FITTING NON-COMBUSABLE FIREPLACE DOORS ARE TO BE USED. FIREPLACE TO PE PROVIDED WITH A SOURCE OF COMBUSTION AIR DUCTED d' FOR THE OUTDOORS, OF SUFFICIENT QUANTITY TO SUPPORT COMBUSTION THE SOURCE IS TO BE EQUIPPED WITH A DAMPER CAPABLE OF BEING FULLY CLOSED 11. ALL WORK SHALL CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE, THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES. 12. CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC. (AF&PA) WOOD FRAME CONSTRUCTION MANUAL (WCFM) FOR ONE & TWO FAMILY DWELLINGS. 1995 HIGH WIND EDITION (CHAPTER 3- PERSCRIPTIVE METHOD) 13. MECHANICAL SYSTEMS SHALL COMPLY WITH PARTS V & A OF THE N.Y.S. RESIDENTIAL CODE. 14, PLUMBING WORK SHALL COMPLY WITH PART VII - PLUMBING OF THE N.Y.S. RESIDENTIAL CODE. 15, ELECTRICAL WORK SHALL COMPLY WITH PART Vlll - ELECTRICAL OF THE N.V.S. RESIDENTIAL CODE. 16. CONTRACTOR TO VERIFY THAT THE EXISTING CONDITIONS CAN HANDLE THE ADDITIONAL ELECTRICAL, PLUMBING/ HEATING & COOLING LOADS IMPOSED BYTHE PROPOSED ADDITION. GENERAL NOTES: 1. ALL STRUCTURAL LUMBER TO BE HEM -FIR NO.2 OR 54$iS W J W O BETTER Fb SINGLE = 850 PSI, Fb REPETATIVE = 978 PSI, E _ O 1GEgS 1,300,000 PSI. 2. ALL LVL'S TO BE LOUISIANA-PACIFIC OR APPROVED EQUAL F_ �z �0 Q L Fb=3,100 PSI, E=2,000,OOOPSI, DESIGN PROFESSIONAL ogW-WN LU =z J C,0PQ 'p)_=6. MUST APPROVE ANY PRODUCT SUBSTITUTIONS PRIOR TO 14J -�z N z z CONSTRUCTION. 3. ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE Fg = 36,000 PSI, 29,000,000 PSI. 4. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL Z (Y$ F PARTITIONS 17-M Q O 5. DO NOT SCALE OFF DRAWINGS FOR DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR Ln to Ztu 0 1m INVESTIGATING SOIL CONDITIONS PRIOR TO POURING W FOOTINGS. MINIMUM BEARING CAPACITY TO BE 4,000 PSF. -�ry O cD WINE a missJ 7. PLUMBING CONTRACTOR TO COMPLY WITH THE STATE AND T LOCAL CODES AND REQUIREMENTS. B. ELECTRICAL CONTRACTOR TO COMPLY WITH THE STATE AND LOCAL CODES AND REQUIREMENTS, O 36' WIDE FRE FAB. Z PROVIDE DIREGT DUCT COMBUSTION FRESH AIR LLI0 INLET W/ DAMPER 4' X 6" MIN. 8010 W W AIR TIGHT, HEAT TREATED GLA55 DOORS, FLUSH STONE HEARTH - 20" W. z FINISH MANTEL AND FIREPLACE FACE AS SELECTED OC vl BY OWNER n W = (1 PREFAB FLUE FROM BELOW ENERGY NOTES: 1. THESE PLANS WERE PREPARED IN STRICT -� CONFORMANCE WITH THE NEW YORK STATE ENERGY NCONSERVATION AND CONSTRUCTION CODE DATED JULY 3, 2002 FOR RESIDENTIAL BUILDINGS THREE STORIES OR LESS IN HEIGHT. 2. THE PLANS WERE DESIGNED FOR OIL -FIRE HEATING SYSTEMS 3. ENTRANCE DOORS MUST HAVE STORM DOOR OR CERTIFIED U -VALUE OF .40 OR LESS 4. GLAZING AREA / GROSS WALL AREA MUST BE LESS THAN OR EQUAL 24% IF 5,000 DEGREES DAYS AND 23% IF 6.000 in DEGREE DAYS 5. ALL WINDOWS, SILLS, OPENINGS, ETC. SHALL BE CAULKED AND WEATHER STRIPPED. 6. ALL WINDOWS AND DOORS TO BE INSULATED TYPE. WINDOWS SHALL BE HIGH PERFORMANCE INSULATED Q GLAZING WITH U=3.9 OR LESS r Y 7. INDOOR TEMPERATURE CONTROLS MAY NOT EXCEED S 75' F FOR HEATING AND 70" F FOR COOLING. 8. ALL PIPES INSULATED SPACES TO BE INSULATED WITH 1" INSULATION FOR PIPING VOR LESS AND 1-1/2" INSULATION FOR PIPING I-1/4" TO 2-1/2" N S. AIR INFILTRATION NOT TO EXCEED .37 CFM FOR WINDOWS, AND .05 CFM FOR DOORS 10. FIREPLACES TO HAVE INFILTRATION LOSSES (WITH DAMPER CLOSED) OF NO MORE THAN 20 CFM AT.3 INCHES WATER GUAGE. IF THE DAMPER ALONE DOES NOT MEET THIS REQUIREMENT, TIGHT FITTING NON-COMBUSABLE FIREPLACE DOORS ARE TO BE USED. FIREPLACE TO PE PROVIDED WITH A SOURCE OF COMBUSTION AIR DUCTED d' FOR THE OUTDOORS, OF SUFFICIENT QUANTITY TO SUPPORT COMBUSTION THE SOURCE IS TO BE EQUIPPED WITH A DAMPER CAPABLE OF BEING FULLY CLOSED 11. ALL WORK SHALL CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE, THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES. 12. CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC. (AF&PA) WOOD FRAME CONSTRUCTION MANUAL (WCFM) FOR ONE & TWO FAMILY DWELLINGS. 1995 HIGH WIND EDITION (CHAPTER 3- PERSCRIPTIVE METHOD) 13. MECHANICAL SYSTEMS SHALL COMPLY WITH PARTS V & A OF THE N.Y.S. RESIDENTIAL CODE. 14, PLUMBING WORK SHALL COMPLY WITH PART VII - PLUMBING OF THE N.Y.S. RESIDENTIAL CODE. 15, ELECTRICAL WORK SHALL COMPLY WITH PART Vlll - ELECTRICAL OF THE N.V.S. RESIDENTIAL CODE. 16. CONTRACTOR TO VERIFY THAT THE EXISTING CONDITIONS CAN HANDLE THE ADDITIONAL ELECTRICAL, PLUMBING/ HEATING & COOLING LOADS IMPOSED BYTHE PROPOSED ADDITION. N �n 54$iS W J W O O 1GEgS F_ �z �0 Q L ww Ell �aW ogW-WN LU =z J C,0PQ 'p)_=6. 14J -�z N z z � Q4 W Z (Y$ F 17-M Q O V 17- ur' Ln to Ztu 0 1m G to O W cD WINE a missJ Z LLI0 8010 W W z OC vl W = LU IL m H pd U as L6 e0 m= .e E m C m Z O D a Date Revision I Issue Project# 03-028 Date As NOTED Scale 0"1/05/05 Sheet# A-2 C m I SECOND FLOOR PLAN J SGALEt 1/4"=I' -O" oZ oWW QLL XL) Z Z LIJ �3 wLU OAw9W,�iZ Qi}�? NZQ� �Q a 0 0 LL 0 u R Y, 11 Date I Revisionlissue II 03-028 AS NOTED 0'1/05/03 A-3 ('.J)3x0 (e13xb I I p n 0 o UNFINISHED m LOFT AREA - n • I o � e x x U n n a x e a I'm LOAD BEARING Q ---- m 36" H16H _ RAILING o 0 BELON n o x VVUBLE c AWNEFRAMING R 5KYLI6HTS1 yp) r r 3-4 K x l n I _ 1 SECOND FLOOR PLAN J SGALEt 1/4"=I' -O" oZ oWW QLL XL) Z Z LIJ �3 wLU OAw9W,�iZ Qi}�? 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VENT TO EXTERIOR m THERMOSTAT ELECTRIC WIRING AND PROTECTION SCHEDULE BRANCH CIRCUIT CIRCUIT BREAKER LOAD (A) WIRING SIZE WIRING REMARKS NOMINAL RATING (A) INSULATION O N v � c MAIN FEEDER 200 199 LIPA LIPA * e• KITCHEN, 110V 30 21 12/2WG RUW MW OVEN, REFRIGERATOR, 7X60W LIGHTS APLIANCES, 220V 20 14 14/2WG RUW CLOTHES DRYER, WASHING MACHINE, STOVE GARAGE 20 16 14/2WG RUW 2X75W FLUORESCENT LIGHTS, DOOR OPENER FOYER AND DINING ROOMS 20 15 14/2WG RUW 9X60W LIGHT BULBS, 30OW FAN, TV SET LIVING AND FAMILY ROOMS 20 17 14/2WG RUW 8X60W LIGHT BULBS, 30OWFAN, TV SET, PC MASTER AND BEDROOM #1 20 20 1212WG RUW 10XBOW LIGHT BULBS, PC, TV SET THREE BATHROOMS 30 19 12/2WG RUW 3X60W LIGHT BULBS, 2X1000W HAIR DRYERS BEDROOMS #2, #3 AND #4 30 21 12/2WG RUW 8XBOW LIGHT BULBS, 2XTV SET, 2XPC BASEMENT, 110V 20 15 14/2WG RUW 6XBOW LIGHT BULBS, TV SET, PC BOILER, WATER HEATER 20 15 1212WG RUW PER OWNER SELECTION A/C, HEAT PUMP 30 18 1212WG RUW PER OWNER SELECTION OUTDOOR LIGHT CIRCUITS 30 7.5 1212WG RUW 11 X75 FLOODLIGHTS, CHRISTMAS LIGHTS SPARE 30 SPARE 30 SPARE 20 LLIV SPARE 20 SPARE 10 W SPARE 10 FOUNDATION PLAN I \ I I II ; I I ; I r I 1 I I I I I I I 1 r 1 r 11 r I 11 ----------- SCALE: ---------- SCALE: x O N v � c * e• -OWW Q(} QLi- xZ,5ZW3 J�In OJ VLU J 0 QZ}=LU �? Q wW IIY (Y M r TIT yzM �- O 010 Lm D �Q��OWJLL1 v MEN J LLIV W D WW oe � Q C9 U m � w Qa L6 N O_ a a e E i o d a Date Revision / Issue Project # 05-028 MEMEMOMMI Date A5 NOTED Scale 0"1/05/05 Sheet# E-1 ML T.O. RIDGE � 3/4" XII 1/6' RIDGE W/ DONT.. RIDGE VENT PRE55I.RETREATED �' 121 8 jLEDGER _ yACBOLTED TO ------ E�(IST. HOUSE PO IDE "TECO" I CONNECTOR AT JOISTS DAMP PROOFING �— 1---i------------ e ... .. .:. SLAB F.��- BI..DC . OR055-SECTIONB-B SCALE. 1/4"-1'-0" ��.J.I. PRO 250 11 1/5" a 16" O.G. WITH R -30G BATT INSULATION 1314'X II 7/8" ML 34j" GTL. COL. CELLAR SCHEDULE 40 W/ 4" X 4" X 1/4" CAP AND BABE STEEL PLATES ON 24"1 OF. CCNC, FTG. IST T 3/4" X II 1/8' ML RIDGE YV CONT. RIDGE VENT ROOF GON5T. ASPHALT ROOF SHINGLES 240# BUILDING FELT 1/2" EXTERIOR GRADE PLYWOOD 2 X 12 ROOF RAFTBRS O 16" O.G. I X 12 FASCIA BDARD tT —t^IRAPPED W/ ALLUM. SOFFIT (TYP) "OWIENS CORNING" TO ALLOW `----2 X 6 G.T. a 32" OA. VENTED VINYL ROOF 6ON5T. SOFFIT (TYP) 2 X 8 ROOF SHINGLES (AS ALUMINUM FLA5HI 12 SELECTED BY OWNER) r&5 AT ALL ROOF/ROOF AND 240# BUILDING FELT . a 16"O.G.ROOF/WALL I X 12 FASCIA BOARD INTERSECTIONS 1/2" EXTL-RIO2 GRADE 1 PPI W/ ALLUM. ROOF AND GLC. GON5T. ATTIC ROOF SHINGLES (AS SELECTED PLAY ROOM 2 X 12 ROOF RAFTERS • BY OWNER) 2 X 12 C.J. O 16" O.G. 16" O.G. IX6G.J 1/2" GYP. BD. (TAPED 1/2" EXTERIOR GRADE PLYWOOD Y1/ R-5bG BATT INSUL. E SPAGKLED- 3 ATTIC F.F. .0. PLA 2 X 6 ROOF RAFTERS • 16" O.G. WALL GON5T. GOATS MIND ON ALL 2 X 6 11 0 16" O.G. 12 VINYL SIDING 1314'X II -11 WITH R -38G BATT INSUL. a 2) 1 3/4" X 11 115" ML (A5 SELECTED BY OWNER) I X 8 FASCIA BOARD TYVEK PAPER WRAPPED H/ ALLUM. 1AArI (2) I /a' x II 1/b• ML VINYL SIDING WALL CONST. VENTED VINYL 1 I 1/2' PLYWOOD PANELS DO AN GLC. ON5T. TYVEK PAPER R-21 BATT INSULATION AREA 1/2" RIGID INSULATION TYVEK PAPER I 2 X 6 WOOD STUD ROOF 514I1,19 E5 (AS SELECTED MASTER, R-21 BATT INSULATION 1/2' GYP. BOARD HA �� 2 X b WOOD STUD O 1..1 R-21 BATT INSULATION �� (2) 2 X 8 GGA SILLPLATE 1/2" GYP. BOARD I I 2 X 6 WOOD STUD Y OWNER) 36" HIGH W/ 5/6" ANCHOR BOLTS W/ 5/8' ANCHOR BOLTS (2) 2 X 8 GGA SILLPLATE O 24D* BUIL INC, FELT RAILING ALUM. TERMITE SHIELD HALL ALUM. TERMITE SHIELD BATH O 1/2" EXTERIOR E PLYWOOD PRO 250 III /8" 0 16" O.G. WITH R -30G BA7 INSULATION ll. 13114 X 11 Ve' ML 2 X 6 ROOF RhI a 16" O.G. I I WALL ON Ib"x8" CONTINUOUS 3- BTL. COL. POURED CONCRETE FOOTING - DAMP PROOFING 2X 6 G.J. 0 16" O.G. W/ 'E' XU4E 4" CAP AND (3) #5 REINFORCING BAR AN BASE STEEL CONTINUOU5 ON UNDISTURBED '--� WITH VEN D VIN L SOFFIT a 2 I I ------ I _ _ L� 4" POURED CONCRETE SLABx6" SECOND F.F. i__ WITH 6'10/10 HWM ON b" COMPACTED GRANULAR MATERIAL ON .004 MIL. VAPOR BLDG. GR055-5EGTI ON A—A T.O. PLATE I X 8 FA5GIA ARD 5) 2 X 8 GIRDER J.I. FRO 250 11vb• • 1b' O.G. II WRAPPED W/ A -LIK KITCHEN ST RUGTUFI AtR NOTE: WOO GLOL MN PORCH FO ER 1/2" GYP. BD. (TAPED 1 tr b 5PAGKLED- 3 PRESSURE TREA GOATS MIN) ON ALL DE KING ND WALLS E CEILINGS. I 8 F.J. I6" .G. (TYPICAL) c'oGT c G PRE55I.RETREATED �' 121 8 jLEDGER _ yACBOLTED TO ------ E�(IST. HOUSE PO IDE "TECO" I CONNECTOR AT JOISTS DAMP PROOFING �— 1---i------------ e ... .. .:. SLAB F.��- BI..DC . OR055-SECTIONB-B SCALE. 1/4"-1'-0" ��.J.I. PRO 250 11 1/5" a 16" O.G. WITH R -30G BATT INSULATION 1314'X II 7/8" ML 34j" GTL. COL. CELLAR SCHEDULE 40 W/ 4" X 4" X 1/4" CAP AND BABE STEEL PLATES ON 24"1 OF. CCNC, FTG. IST T 3/4" X II 1/8' ML RIDGE YV CONT. RIDGE VENT ROOF GON5T. ASPHALT ROOF SHINGLES 240# BUILDING FELT 1/2" EXTERIOR GRADE PLYWOOD 2 X 12 ROOF RAFTBRS O 16" O.G. I X 12 FASCIA BDARD L2 X6G-1. a 16" O.G. W/ R - 38G BATT INSUL. —t^IRAPPED W/ ALLUM. SOFFIT (TYP) "OWIENS CORNING" TO ALLOW �5.5 VENTED VINYL ROOF 6ON5T. SOFFIT (TYP) 2 X 8 ROOF SHINGLES (AS ALUMINUM FLA5HI IDLE SELECTED BY OWNER) AT ALL ROOF/ROOF AND 240# BUILDING FELT . a 16"O.G.ROOF/WALL I X 12 FASCIA BOARD INTERSECTIONS 1/2" EXTL-RIO2 GRADE BATT INSUL. PPI W/ ALLUM. ROOF AND GLC. GON5T. PLYWOOD ROOF SHINGLES (AS SELECTED PLAY ROOM 2 X 12 ROOF RAFTERS • BY OWNER) NOTE: 16" O.G. IX6G.J 1/2" GYP. BD. (TAPED 1/2" EXTERIOR GRADE PLYWOOD —0 16" O.C. E SPAGKLED- 3 2 X 6 ROOF RAFTERS • 16" O.G. WALL GON5T. GOATS MIND ON ALL 2 X 6 11 0 16" O.G. 12 VINYL SIDING 1314'X II -11 WITH R -38G BATT INSUL. a 2) 1 3/4" X 11 115" ML (A5 SELECTED BY OWNER) I X 8 FASCIA BOARD TYVEK PAPER WRAPPED H/ ALLUM. 1AArI WALL CON5T. 1/2' RIGID INSULATION VINYL SIDING WALL CONST. VENTED VINYL 1 I 1/2' PLYWOOD PANELS DIN UG = TYVEK PAPER R-21 BATT INSULATION AREA 1/2" RIGID INSULATION TYVEK PAPER I 2 X 6 WOOD STUD 1/2" PLYWOOD PANELS 1/2" RIGID INSULATION I XE G 5 MASTER, R-21 BATT INSULATION 1/2' GYP. BOARD HA �� 2 X b WOOD STUD O 1..1 R-21 BATT INSULATION �� (2) 2 X 8 GGA SILLPLATE 1/2" GYP. BOARD I I 2 X 6 WOOD STUD (2) 2 X 8 GGA 51LLPLATE W/ 5/6" ANCHOR BOLTS W/ 5/8' ANCHOR BOLTS (2) 2 X 8 GGA SILLPLATE EVERY &I O.G. WITH EVERY 6'-O" O.G. WITH W/ 5/8" ANCHOR BOLTS ALUM. TERMITE SHIELD ALUM. TERMITE SHIELD 13/4' X II 7/8' ML : 8" POURED CONG. FOUNDATION WALL ON 16"x8" CONTINUOUS POURED CONCRETE FOOTING WITH CONTINUOUS KEYWAY AND (3) 115 REINFORCING BAR CONTINUOUS ON UNDISTURBED BEARING SOIL.. (TYPICAL) 4" POURED CONCRETE SLAB WITH 61 10/10 WWM ON 6"COMPACTED GRANULAR MATERIAL. ON .004 MIL. VAPOR BARRIER PN COMPACTED UND15TUOED SOIL. (TYPICAL) ROOF GON5T. ROOF 5HINGLE5 (AS SELECTED BY OWNER) 240# BUILDING FELT 1/2" EXTERIOR GRADE PLYWOOD 2 X 12 ROOF RAFTERS 0 16, O.G. T.D. RIDGE 2 X 6 GJ. a 16" O.G. W/R-30G BATT INSUL. T.O. PLATE p OF AREA X 12 FJ. • 16'04. LIN LOFT F.F. T.O. PLATE N 6ARA6E p ASA 4" POURED CONCRETE 5LAB WITH 6"xb" 10/10 111 ON tr 6" COMPACTED GRANULAR. B.O. FTG. MATERIAL ON .004 MIL. VAPOR BARRIER ON COMPACTED UNDISTURBED SOIL. (TYPICAL) GR055-5ECTION E -E 1 X 12 FASCIA BOARD WRAPPED H/ ALLUM. VENTED VINYL SOFFIT (TYP) SCALE: 1/1 12 9.5 ly 13/4'X II 7/b' ML GE WITH JT. RIDGE VENT NOTE; PROVIDE RAFT -R -MATE BY "I CORNING' TO ALLOW FOR ADEQUATE VENTILATION IN CATHEDRAL CEILING. 13/4" X II 1/8" ML NOTE: 5/8" TYPE "X" GYP. BD. (TAPED E SPACKLED- 3 GOATS MIN) ON ALL WALLS b CEILINGS. (TYPICAL) 12 RIDGE ONT. 5E VENT —2 X 6 G.T. a 32' O.G. ATTIC 2X 12 GJ.a 16"O.G. W/ R -36G BATT INSUL. NOTE: 5/8" TYPE "X" GYP. BD. (TAPED t SPAGKLED- 3 COATS MINJ ON ALL WALLS E CEILINGS. (TYPICAL) 4"' POURED CONCRETE SLAB WITH 6"xb" 10/10 WWM ON (5' COMPACTED GRANULAR MATBRIAL ON .004 MIL. VAPOR BARRIER ON COMPACTED UND15TURBED SOIL. (TYPICAL) 0RO55-5ECT10N G -G SCALE: I/4"=1' -O" 2X8 441 DGE 12 12 9.5� I X 12 FASCIA BOARD WRAPPED W/ ALLUM. VENTED VINYL L2 X6G-1. a 16" O.G. W/ R - 38G BATT INSUL. 32" O.G. 12 SOFFIT (TYP) "OWIENS CORNING" TO ALLOW �5.5 CONTINUOUS CONGEALED ALUMINUM FLA5HI LX AT ALL ROOF/ROOF AND . a 16"O.G.ROOF/WALL I X 12 FASCIA BOARD INTERSECTIONS BATT INSUL. PPI W/ ALLUM. ROOF AND GLC. GON5T. VENTED VINYL ROOF SHINGLES (AS SELECTED PLAY ROOM SOFFIT (TSP) BY OWNER) NOTE: 240# BUILDING FELT 1/2" GYP. BD. (TAPED 1/2" EXTERIOR GRADE PLYWOOD 2 X 6 LEDGER E SPAGKLED- 3 2 X 6 ROOF RAFTERS • 16" O.G. GOATS MIND ON ALL 2 X 6 11 0 16" O.G. 12 WALLS t CEILINGS. WITH R -38G BATT INSUL. a 2) 1 3/4" X 11 115" ML (TYPICAL) I X 8 FASCIA BOARD WRAPPED H/ ALLUM. 1AArI WALL CON5T. 2 X 8 LEDGER VINYL SIDING WALL CONST. VENTED VINYL 1 I J.I. PRO 250 It 7/8' • 16' O.G. (AS SELECTED BY OWNER) VINYL SIDING SOFFIT (TSP) j j TYVEK PAPER (A5 SELECTED BY OWNER) I 1/2" RIGID INSULATION TYVEK PAPER I 1/2" PLYWOOD PANELS 1/2" RIGID INSULATION I XE G 5 MASTER, R-21 BATT INSULATION I/2" PLYWOOD PANEL HA �� 2 X b WOOD STUD O 1..1 R-21 BATT INSULATION �� BEDROOM 1/2" GYP. BOARD I I 2 X 6 WOOD STUD (2) 2 X 8 GGA 51LLPLATE 1/2' GYP. BOARD W/ 5/8' ANCHOR BOLTS (2) 2 X 8 GGA SILLPLATE EVERY 6'-O" O.G. WITH W/ 5/8" ANCHOR BOLTS ALUM. TERMITE SHIELD I EVERY b'-0' O.G. WITH ALUM. TERMITE SHIELD 1 PRO 250 III /8" 0 16" O.G. WITH R -30G BA7 INSULATION ll. 13114 X 11 Ve' ML 8" POURED CONG, FOUNDATION I I WALL ON Ib"x8" CONTINUOUS 3- BTL. COL. POURED CONCRETE FOOTING - DAMP PROOFING CELLAR WITH CONTINUOUS KEYWAY L. -' W/ 'E' XU4E 4" CAP AND (3) #5 REINFORCING BAR AN BASE STEEL CONTINUOU5 ON UNDISTURBED '--� PLATES ON 24' 24"xl2" DP. I BEARING BOIL. (TYPICAL) I I ------ I _ _ L� 4" POURED CONCRETE SLABx6" i__ WITH 6'10/10 HWM ON b" COMPACTED GRANULAR MATERIAL ON .004 MIL. VAPOR BLDG. GR055-5EGTI ON A—A BARRIER ON COMPACTED UNDISTURBED SOIL. (TYPICAL) SCALE: 1/4'1 II SCALE: 1/1 12 9.5 ly 13/4'X II 7/b' ML GE WITH JT. RIDGE VENT NOTE; PROVIDE RAFT -R -MATE BY "I CORNING' TO ALLOW FOR ADEQUATE VENTILATION IN CATHEDRAL CEILING. 13/4" X II 1/8" ML NOTE: 5/8" TYPE "X" GYP. BD. (TAPED E SPACKLED- 3 GOATS MIN) ON ALL WALLS b CEILINGS. (TYPICAL) 12 RIDGE ONT. 5E VENT —2 X 6 G.T. a 32' O.G. ATTIC 2X 12 GJ.a 16"O.G. W/ R -36G BATT INSUL. NOTE: 5/8" TYPE "X" GYP. BD. (TAPED t SPAGKLED- 3 COATS MINJ ON ALL WALLS E CEILINGS. (TYPICAL) 4"' POURED CONCRETE SLAB WITH 6"xb" 10/10 WWM ON (5' COMPACTED GRANULAR MATBRIAL ON .004 MIL. VAPOR BARRIER ON COMPACTED UND15TURBED SOIL. (TYPICAL) 0RO55-5ECT10N G -G SCALE: I/4"=1' -O" 2X8 441 DGE 12 12 9.5� I X 12 FASCIA BOARD WRAPPED W/ ALLUM. VENTED VINYL L2 X6G-1. a 16" O.G. W/ R - 38G BATT INSUL. NOTE' PRIDE RAFT -R -MATE BY SOFFIT (TYP) "OWIENS CORNING" TO ALLOW FOR ADEQUATE VENTILATION IN CATHEDRAL CEILING. ID NING AREA L--TJI.I. PRO 250 II 7/8" 0 I6" O.G. WITTH R -30C BATT INSULATION GELLAR DAMP CR055-5ECTION D -D SCALE: 1/4"=1'-O" ROOF GONST. ROOF SHINGLES (AS SELECTED BY OWNER) 240# BUILDING FELT 1/2' EXTERIOR GRADE PLYWOOD 2 X 8 ROOF RAFTERS a 12" O.G. W/ R -30C BATT INSOL. AT OATH. GLC. ROOF GON5T. I X 12 FASCIA BOARD WRAPPED W/ ALLUM. VENTED VINYL SOFFIT (TYP) WALL GONST. VINYL SIDING (A5 SELECTED BY OWNER) TYVEK PAPER 1/2" RIGID INSULATION — 1/2' PLYWOOD PANELS R-21 BATT INSULATION 2 X b WOOD STUD 1/2' GYP. BOARD (2) 2 X 8 GGA SILLPLATE W/ 5/8" ANCHOR BOLTS EVERY VI O.G. WITH ALUM. TERMITE SHIELD 8" POURED GONG. FOUNDATIOI WALL ON 16'x8" CONTINUOUS POURED CONCRETE FOOTING — WITH CONTINUOUSKEYWAY AND 0) #5 REINFORCING BAR CONTINUOUS ON UNDISTURBED BEARING SOIL. (TYPICAL) ROOF GONST. ROOF SHINGLES (A5 -SELECTED BY OWNER) 240# BUILDING FELT 1/2" EXTERIOR GRADE PLYWOOD 2 X 12 ROOF RAFTERS 016,10.0. WALL GON5T. VINYL 5101NO (AS SELECTED BY OWNER) TYVEK PAPER I/2" RIGID INSULATION 1/2" PLYWOOD PANELS R-21 BATT INSULATION 2 X 6 WOOD STUD I/2" GYP. BOARD (2) 2 X 8 GGA 51LLPLA7E W/ 5/8" ANCHOR BOLTS EVERY 6'-O" O.G. WITH ALUM. TERMITE SHIELD 8" POURED CONC. FOUNDATION WALL ON I6"1 CONTINUOUS POURED CONCRETE FOOTING WITH CONTINUOUS KEYWAY AND (3) #5 REINFORCING BAR CONTINUOUS ON UNDISTURBED BEARING SOIL. (TYPICAL) ROOF SHINGLES (A5 SELECTED BY OWNER) 240# BUILDING FELT 1/2" EXTERIOR GRADE PLYWOOD 2 X 12 ROOF RAFTERS 0 Ib" O.G. WALL CONST. VINYL SIDING (AS SELECTED BY OWNER) TYVEK PAPER 1/2" RIGID INSULATION 1/2" PLYWOOD PANELS R-21 BATT INSULATION 2 X 6 WOOD SND 1/2" GYP. BOARD (2) 2 X B GGA SILLPLATE W/ 5/8" ANCHOR BOLTS EVERY VI O.G. WITH ALUM. TERMITE SHIELD 8" POURED GONG. FOUNDATION WALL ON 161 CONTINUOUS POURED CONCRETE FOOTING WITH GONTINUOUS KEYWAY AND (3) #5 REINFORCING BAR CONTINUOUS ON UNDISTURBED BEARING SOIL. (TYPICAL) 4" POURED GONGRETE 51 WITH 6"xb" 10/10 WWM ON 6" COMPACTED GRANULAR MATERIAL ON .004 MIL. VAPOR BARRIER ON COMPACTED UNDISTURBED SOIL. (TYPICAL) $a LU 6U o p Q2XZZZ�OWWa O�uaVwN?z > 6�pNr4 -q z LV z d) F 1_ A th UT W 0. ZR��r C. r 6� 44:3 O(fj N r UUC�stA�- NZ��tD aZ^_� 0Uj Kl 1 �� 3 jLLII--W N W 0 W 0 0001 WW C9 MW ��.. W coo za L6 Z 11 Date I Revlsionllssue II AS NOTED Scale 07/05/1 A-6 m li -------- ------------------------------ 4 O IT' O" MA50NRY OPENING 4 O" CONCRETE: HOLD D WN ANCHOR (WHERE APPLICABLE) E 1. ALL FOOTINGS SHALL REST ON SOLID, UNDISTRIBUTED SOIL HAVING A MINIMUN BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS, TO ACHIEVE 98% COMPACTION. 3. INSTALL PRE -MOULDED EXPANSION JOINTS WHERE SHOWN PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF R-5 FOR HEATED BUILDING CONSTRUCTION. 4. ALL CONCRETE SHALL BE 1.2.4 MIX, WITH A MIN. Fc= 3,500 P.S.I. 5. ALL ANCHOR BOLTS TO BE 1/2" MIN. DIAMETER 7" MIN. EMBEDMENT. SPACING REQUIREMENTS: 1/2" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 46" MAX. O.C. SPACING 5/8" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 72" MAX. O.C. SPACING 1 0,1 I� L SMOKE D TOR I y, 6„ I I 8'-I 1 1 � _ I I I I - � r--1 O 13/4' X II l/6° MLI y1j li I I I 24" X 1212 P.G. I I I 1 r FTG. FOR COLUMN LU m I I-- ABOVE (TYP) 1 I I' I m ry --, OARAOE UNEXCAVATED 4" POURED GONG. SLAB W/ 6x6 - 10/10 W.W.M. ON 6 MIL POLY VAPOR BARRIER ON GLEAN COMPACTED FILL I I o o p O J II I I I I W 1 � 1 I I 1CARBON MONOXID I I I C WAYI F1 (2) 3/4"XII T!6" ML I m 1 1 I DETECTOR x I � I I Q a I I I t 23'-8" GONG. 5LABltr-� L W I. OLD DO N ANCH�IIR I HOLD DOWN ANCHOR T_'L - TOWHALNGHED I ad SLAB END (TYP) [-------------- a . " �. • - '" " '- � �- - -- -- --- L F- -------- ------------------------------ 4 O IT' O" MA50NRY OPENING 4 O" CONCRETE: HOLD D WN ANCHOR (WHERE APPLICABLE) E 1. ALL FOOTINGS SHALL REST ON SOLID, UNDISTRIBUTED SOIL HAVING A MINIMUN BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS, TO ACHIEVE 98% COMPACTION. 3. INSTALL PRE -MOULDED EXPANSION JOINTS WHERE SHOWN PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF R-5 FOR HEATED BUILDING CONSTRUCTION. 4. ALL CONCRETE SHALL BE 1.2.4 MIX, WITH A MIN. Fc= 3,500 P.S.I. 5. ALL ANCHOR BOLTS TO BE 1/2" MIN. DIAMETER 7" MIN. EMBEDMENT. SPACING REQUIREMENTS: 1/2" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 46" MAX. O.C. SPACING 5/8" DIA. - 6" MIN. FROM CORNERS 12" MAX. FROM CORNERS 72" MAX. O.C. SPACING 9 FOUNDATION PLAN, riff -h _V_8„ 24'-6" 2,_,}„ '1'-2" 12'-0" ;RIN ,r---------�.` (2) 2 x 127- (2) 2 X 12 GGA 6,_8„� 45 LOAD BTERIOR WALL - r13 6' POURED GOALLS ATOP - 8' X 16' POUREDE FOOTINGON FIRM, UNDSOIL (tYP) r I I 1 0,1 I� L SMOKE D TOR I y, 6„ I I 8'-I 1 1 � _ I - � r--1 O 13/4' X II l/6° MLI y1j „--C9%_.J�4° X II'1/6" ML LOAD i r 9 FOUNDATION PLAN, riff -h _V_8„ 24'-6" 2,_,}„ '1'-2" 12'-0" ;RIN ,r---------�.` (2) 2 x 127- (2) 2 X 12 GGA 6,_8„� 45 LOAD BTERIOR WALL - r13 6' POURED GOALLS ATOP - 8' X 16' POUREDE FOOTINGON FIRM, UNDSOIL (tYP) r I I OVER MECH. AREA I I I I m x x AS PER CODE �- o LJ J ry y a _ H.W.H. ! FURNACE �1 VIII ml ml d� v 1 ^• GELCAP- _ ~ i 4" POURED SONG. FLOOR M/ 6x6 - y J L 10/10 W.W.M. ON 6 MIL POLY VAPOR _ _I - SII BARRIER ON GLEAN COMPACTED FILL I _ I _DLIII L -- - - 1 8'-2" F 1 3" DIA. STL. PIPE I COL. 24"X 12"D J I P.G. FTG. (TYP) I 1 0,1 I� L SMOKE D TOR I y, 6„ I I 8'-I 1 1 � _ I - � r--1 O 13/4' X II l/6° MLI J� „--C9%_.J�4° X II'1/6" ML LOAD i r - - --I _ M )_ m LU m I I-- ----------- V J I 2 2 X 12 GGA LEDGER — -r---- - W r--1 r- V 1CARBON MONOXID W C WAYI F1 (2) 3/4"XII T!6" ML I "XII DETECTOR Q J a GONG. 5LABltr-� L W I. OLD DO N ANCH�IIR T_'L - m ad a . " �. • - '" " '- � �- - -- -- F- 1•. 25 lo" Lf,. I MOLD DOWN ANCHOR 10'-8" I d) III 1 •.. m c 1 -- F d 0 n` Date Revision I Issue m as I project 05-028 Date A5 NOTED Scale 0-1/05/03 Sheet# A-1 r 5/6" TYPE "X" FIRE RATED SHEET ROCK - OVER MECH. AREA I I I I m x x AS PER CODE �- o LJ J ry y a _ H.W.H. ! FURNACE �1 VIII ml ml d� v 1 ^• GELCAP- _ ~ i 4" POURED SONG. FLOOR M/ 6x6 - y J L 10/10 W.W.M. ON 6 MIL POLY VAPOR _ _I - SII BARRIER ON GLEAN COMPACTED FILL I _ I _DLIII L -- - - 1 8'-2" F 1 3" DIA. STL. PIPE I COL. 24"X 12"D J I P.G. FTG. (TYP) I 1 0,1 I� L SMOKE D TOR I y, 6„ I I 8'-I 1 1 � _ 1 - � r--1 O 13/4' X II l/6° MLI J� _ „--C9%_.J�4° X II'1/6" ML LOAD r - - --I _ M )_ m LU m -T d W V J I W r--1 r- V 1CARBON MONOXID W C WAYI F1 (2) 3/4"XII T!6" ML I DETECTOR Q J a GONG. 5LABltr-� L W I. OLD DO N ANCH�IIR T_'L Z m ad a . " �. • - '" " '- � �- - -- -- F- 1•. Lf,. I MOLD DOWN ANCHOR '. I d) III 1 •.. m c 1 -- F d 0 20'1 r' 1011 '1 61 r911 I MOLD DOWN ANCHOR 1 ; L ------------ OARAOE UNEXGAVATED 1 - 4' POURED CONC. SLAB L4/ (Ix6 - 10/10 W.W.M. ON 6 MIL POLY VAPOR L 'V BARRIER ON GLEAN COMPACTED FILL I .S IN PITCH (SLAB 4" PER FT. TO O.H. DOOR ;. r A TOW DIOWN I1-0" 0 HAUNGIHED SLAB END (TYP) I I I I r I I 1 I I I I I I I I I 1 I I I I I I I I L L -J 1 L-------------------------------------- SCALE: -------------- - SCALE: 1/4"=1'-0" Ir Il � II v A 7-4'1 3,1 2,1 6'-o" II l/6° ML i � m --- -- j W. i a" Up U� X e Glc�q CIA (2) 2 X 12 CGA LOAD BEARING EXTERIOR WALL 5' POURED CONCRETE WALLS ATOP all X W POURED CONCRETE FOOTING ON FIRM, UNDISTURBED SOIL i7YP) :Z�71 n XN (2) 2 X 12 GGA •_x '� i 2X 12 GGA I5 -5k X 12 GGA 12' POURED GONGRITE PIERS W/ 24" X 24" 12' POURED NGRETE FOOTIN5 FOR P051 ABOVE (TYP) 1 N / v N 40 LO LL O OQ LLI -1 z2W1L� dOXz "I J�LLI od W URD -LU J WO N F } Z W Q 13 NZOr- Q IIIIILLLLLKKLKLKK J H Q ui d Z::3 Brp N — aUT= A mr Vz)-ass dim M )_ m LU m �Ica w�s d W V J W V W Q a z W Z m ad a W 9 Q a A m c � � 3 o d 0 n` Date Revision I Issue as I project 05-028 Date A5 NOTED Scale 0-1/05/03 Sheet# A-1 25'-0" 12-6" 11 121_6" WALL O a N OO O N O 3" DIA. STL. PIPE COL. LL N x Ni 4Xb (4) 1 3/4'-X II T/6" ML - LOAD BEARING GARAGE #1 (2) 2 x 10 FOR ID/10 N.N.M. ON MI D GONC. PO Y/VAPOR III BARRIER ON GLEAN COMPACTED FILL 4 X b P05T 2 1/2" FIRE RATED SHEET ROCK ON LINE OF WALL - GEILIN6 4 5 /e FIRE RATED SHEET A60VE ROCK ON WALLS / / OPEN ABOVE (2) 2 x 6 POSTS 2 x b POSTS 21'-0" (2) 2 X 6 P05TS TOR D (2) 2 X 10 HDR 10'-0" X 11I'-0" O.H. 2 x 6 P05T5 GENERALNOTES 1- ALL STRUCTURAL LUMBER TO BE HEM -FIR NO 2 OR BETTER Fb SINGLE = 850 PSI, Fb REPETATIVE = 978 PSI, E _ 1,300,000 PSI. 2. ALL LVUS TO BE LOUISIANA-PACIFIC OR APPROVED EQUAL Fb=3,100 PSI, E=2,000,000 PSI DESIGN PROFESSIONAL MUST APPROVE ANY PRODUCT SUBSTITUTIONS PRIOR TO CONSTRUCTION. 3- ALL STRUCTURAL STEEL TO BE ASTM A36 GRADE Fg = 36,000 PSI, 29,000,000 PSI 4. DOUBLE ALL FLOOR FRAMING UNDER PARALLEL PARTITIONS 5 DO NOT SCALE OFF DRAWINGS FOR DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS PRIOR TO POURING FOOTINGS MINIMUM BEARING CAPACITY TO BE 4,000 PSR 7. PLUMBING CONTRACTOR TO COMPLY WITH THE STATE AND LOCAL CODES AND REQUIREMENTS. 8 ELECTRICAL CONTRACTOR TO COMPLY WITH THE STATE AND LOCAL CODES AND REQUIREMENTS 5'-1111 ry 2'-5" 2X6 cV (0 2 x 6 POE DRYER OR 2 XbF � LAUNDRY D i E.F. - (2) 2 x b P05T5 ABOVE TO RIDE 30 -2X6 R2.a \ ib" O.G. - - a 2"x65" P.T. LEDGER BD. THROUGH BOLTED TO EXIST. 5TRUGTURE W/Y2"m 6ALV, MTL. BOLTS 4 WA5HER5 a Ib" O.G. (5TA66ERED TOP 4 BTM) 63,_0. 2'-4" i. 4'-4" i. 2-4" 1. 12'-10" 11 4'-1" 11 &-0" 1 i, b'-0. r(W61\ 86 OX4X4POST LOAD BEARING EXTERIORWALL I;wo rca H o\J0-i ROOM(2) 2 X 6 POST5XOTEP TO h1 F-- eRA E ---I FLUS -1 HDR �13l4" X f4" L'VL FW FB x12 �� � T 6'c4"„ f A5TER_ BATHz 1 . EP.. . X I Q 71,air,,i I I I- NET' E.F.. / -W PLUMBINS WALL W.I.G. I MASTER BEDROOM 13 � LL U III O J O O la v _NIX 9a a, v ro r O, SMOKE DETECTOR O nI \ K_ HALL LEM (2) 1 3/4" II -I 5" ML FLUSH HDR - -� 4 X 4 POSTS 7GLosE x P � T5 g f L__J I LOAD BEARING 0314" Xa x 05T ---- 2 x 6 PC5T5 L FLU5H HDR CARBON M L-- n X b G.J. a Ib" O.G. 2 THE PLANS WERE DESIGNED FOR -FIRE HEATING j (2) 2 x 6 P05T5 SYSTEMS TO RIgGE W T PEN I N � 6 X b P05T T F051 uP GARAGE I 15R z g i 4" POURED GONG. SLAB W/I bxb - --=Ill_-q.axuLK:;__L4X4 4 X 4 POST— OR EQUAL 24% IF 5,000 DEGREES DAYS AND 23% IF 6.000 ,Qj 10/10 WJ"LM. ON b MIL POLY VAPOR NOTE: ry 5- ALL WINDOWS, SILLS, OPENINGS, ETC. SHALL BE =1 BARRIER ON GLEAN COMPACTED FILL Lu tf O r � 5/6 FIRE RATED SHEET RIbGK ON PROVIDE "TECO" HANGERS 6. ALL WINDOWS AND DOORS TO BE INSULATED TYPE. x ry WINDOWS SHALL BE HIGH PERFORMANCE INSULATED z GEIL1N65 AND WALL`S W GLAZING WITH U=39 OR LESSCd N 'v I III - 7 INDOOR TEMPERATURE CONTROLS MAY NOT EXCEED 75° x m PULL DOWN STAIRS F FOR HEATING AND 70' F FOR COOLING. � I 8. ALL PIPES INSULATED SPACES TO BE INSULATED WITH V � A —_— G FOR PIPING 1-1/4"TO 2-1/2" L6 9 AIR INFILTRATION NOT TO EXCEED 37 CFM FOR C WINDOWS, AND .05 CFM FOR DOORS a 10. FIREPLACES TO HAVE INFILTRATION LOSSES (WITH a DAMPER CLOSED) OF NO MORE THAN 20 CFM AT.3 INCHES y WATER GUAGE. IF THE DAMPER ALONE DOES NOT MEET u THIS REQUIREMENT, TIGHT FITTING NON-COMBUSABLE a FIREPLACE DOORS ARE TO BE USED. FIREPLACE TO PE m DI -0 2 X 10 G.J. a 16" O.G. \\� '3 y FOR THE OUTDOORS, OF SUFFICIENT QUANTITY TO I o r I G 10 e G WITH A DAMPER CAPABLE OF BEING FULLY CLOSED. x XI LIVING ROOM Date Revision l Issue 11 ALL WORK SHALL CONFORM TO RESIDENTIAL CODE OF � m xl - 12 CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC (AF&PA) WOOD FRAME O CONSTRUCTION MANUAL(WCFM) FOR ONE &TWO FAMILY DWELLINGS 1995 HIGH WIND EDITION (CHAPTER 3 - bxb PERSCRIPTIVE METHOD) T 13. MECHANICAL SYSTEMS SHALL COMPLY WITH PARTS V & I fdl2xe (a)2xe 5'-0" 5_0" 14. PLUMBING WORK SHALL COMPLY WITH PART VII - 05-028 PLUMBING OF THE N Y S RESIDENTIAL CODE. Date 15. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N Y S. RESIDENTIAL CODE. A5 NOTED 16. CONTRACTOR TO VERIFY THAT THE EXISTING Scale CONDITIONS CAN HANDLE THE ADDITIONAL ELECTRICAL, O-1 JO5�03 PLUMBING/ HEATING & COOLING LOADS IMPOSED BY THE SCALE: 1/4"=1'-O" 22'-0" a1 T'_5" —-11BOXED (2) 2 x I\, 2 x b R.R. ry+ ; aI� 6" O.G. �\ . 6-9 10 01 ��+U 6'-9" / 'D" ry/p D ry jyQ"3 6�W' f pK0 Ell a p ;ED (2T2 X 12 / BOXED (2) 2 X 12 N a {�{ fl; A lel N U xbq /� \ kg V, i o K a x \2 /k L �Q' �ry x -i ry ai\s LR' }b�0 ry+i b X I \ 2 20 I\� 6• p,G, 100;� - BOXED (2) 2 X (2 % �v P05T 13' jii T On _ 4ABOVE L FLU5H HDR CARBON M 14OXIDE n X b G.J. a Ib" O.G. 2 THE PLANS WERE DESIGNED FOR -FIRE HEATING j Z SYSTEMS TO RIgGE W % PEN I N � \2 T F051 uP 15R z u/ P05T --=Ill_-q.axuLK:;__L4X4 OR EQUAL 24% IF 5,000 DEGREES DAYS AND 23% IF 6.000 ,Qj iIi NOTE: ry 5- ALL WINDOWS, SILLS, OPENINGS, ETC. SHALL BE N Lu tf O r PROVIDE "TECO" HANGERS 6. ALL WINDOWS AND DOORS TO BE INSULATED TYPE. x ry WINDOWS SHALL BE HIGH PERFORMANCE INSULATED ry W GLAZING WITH U=39 OR LESSCd N AT ALL FLUSH GO=TION5 7 INDOOR TEMPERATURE CONTROLS MAY NOT EXCEED 75° ILL F FOR HEATING AND 70' F FOR COOLING. I 8. ALL PIPES INSULATED SPACES TO BE INSULATED WITH V —_— G FOR PIPING 1-1/4"TO 2-1/2" L6 9 AIR INFILTRATION NOT TO EXCEED 37 CFM FOR C WINDOWS, AND .05 CFM FOR DOORS a 10. FIREPLACES TO HAVE INFILTRATION LOSSES (WITH a DAMPER CLOSED) OF NO MORE THAN 20 CFM AT.3 INCHES y WATER GUAGE. IF THE DAMPER ALONE DOES NOT MEET u THIS REQUIREMENT, TIGHT FITTING NON-COMBUSABLE a FIREPLACE DOORS ARE TO BE USED. FIREPLACE TO PE m = PROVIDED WITH A SOURCE OF COMBUSTION AIR DUCTED '3 y FOR THE OUTDOORS, OF SUFFICIENT QUANTITY TO ?° SUPPORT COMBUSTION THE SOURCE IS TO BE EQUIPPED 10 e WITH A DAMPER CAPABLE OF BEING FULLY CLOSED. XI LIVING ROOM Date Revision l Issue 11 ALL WORK SHALL CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE, THE N Y.S ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES 12 CONSTRUCTION SHALL CONFORM W/ THE AMERICAN v a4 v ~~ Fr III 34 X11116"L L FLU5H HDR CARBON M 14OXIDE I DETECTOR ) 2 THE PLANS WERE DESIGNED FOR -FIRE HEATING j Z SYSTEMS W I � r PEN I N � T F051 uP 15R z u/ P05T --=Ill_-q.axuLK:;__L4X4 Yj `(2) 2 X 6 POSTS \he O a / v x X ICE2 (2)2X12 _ 1Sb RSO V' L LOAD BEARING EXTERIOR WALL - ry 111 3 2Xe �• �OVERED PORCH a xUryT ) N x-49/ goo 2"xb" P.T. LEDGER BD. THROUGH BOLTED TO EXIST' STRUCTURE W/Y2"m 6ALV. MTL. BOLTS 4 WASHERS a 16" O.G. (5TA66ERED TOP 4E BTM) 2-3�" 12'-3�" v N m 1- Oz 0 4 �0UW _JaLL Oz,} �3W WW13 QU r N Z O= LL IV O W Z Q~ �LL, tuJ Q W T � N O�elll z n OP 01 QUrr —mr u z La m 2°xb° P.T. LEDGER 8D.ei � Z ^ THROUGH BOLTED TO EXIST. Q STRUCTURE W/Y2°41 &ALV. wl ;ii —MTL. BOLTS 4 HASHERS ® O �p I6' O.G. (5TA66EREO TOP 4 C BTM) W N 36" WIDE PRE FAB. PROVIDE DIRECT DUCT COMBUSTION FRESH AIR INLET W/ DAMPER 4' X 6" MIN. AIR TIGHT, HEAT TREATED &LASS DOORS. FLUSH STONE HEARTH - 20' W. FIN15H MANTEL AND FIREPLACE FACE AS SELECTED BY OWNER PREFAB FLUE FROM BELOW J ENERGY NOTES: 1. THESE PLANS WERE PREPARED IN STRICT CONFORMANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE DATED JULY 3, 2002 FOR RESIDENTIAL BUILDINGS THREE STORIES OR LESS IN W HEIGHT. , + 2 THE PLANS WERE DESIGNED FOR -FIRE HEATING Z SYSTEMS W 3 ENTRANCE DOORS MUST HAVE STORM DOOR OR CERTIFIED U -VALUE OF 40 OR LESS y z u/ 4 GLAZING AREA / GROSS WALL AREA MUST BE LESS THAN OR EQUAL 24% IF 5,000 DEGREES DAYS AND 23% IF 6.000 ,Qj iIi DEGREE DAYS ry 5- ALL WINDOWS, SILLS, OPENINGS, ETC. SHALL BE O Lu CAULKED AND WEATHER STRIPPED O r 6. ALL WINDOWS AND DOORS TO BE INSULATED TYPE. WINDOWS SHALL BE HIGH PERFORMANCE INSULATED W GLAZING WITH U=39 OR LESSCd N 7 INDOOR TEMPERATURE CONTROLS MAY NOT EXCEED 75° ILL F FOR HEATING AND 70' F FOR COOLING. I 8. ALL PIPES INSULATED SPACES TO BE INSULATED WITH V INSULATION FOR PIPING 1" OR LESS AND 1-1/2" INSULATION G FOR PIPING 1-1/4"TO 2-1/2" L6 9 AIR INFILTRATION NOT TO EXCEED 37 CFM FOR C WINDOWS, AND .05 CFM FOR DOORS a 10. FIREPLACES TO HAVE INFILTRATION LOSSES (WITH a DAMPER CLOSED) OF NO MORE THAN 20 CFM AT.3 INCHES y WATER GUAGE. IF THE DAMPER ALONE DOES NOT MEET u THIS REQUIREMENT, TIGHT FITTING NON-COMBUSABLE a FIREPLACE DOORS ARE TO BE USED. FIREPLACE TO PE m = PROVIDED WITH A SOURCE OF COMBUSTION AIR DUCTED '3 y FOR THE OUTDOORS, OF SUFFICIENT QUANTITY TO ?° SUPPORT COMBUSTION THE SOURCE IS TO BE EQUIPPED 10 a WITH A DAMPER CAPABLE OF BEING FULLY CLOSED. Date Revision l Issue 11 ALL WORK SHALL CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE, THE N Y.S ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES 12 CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC (AF&PA) WOOD FRAME CONSTRUCTION MANUAL(WCFM) FOR ONE &TWO FAMILY DWELLINGS 1995 HIGH WIND EDITION (CHAPTER 3 - PERSCRIPTIVE METHOD) 13. MECHANICAL SYSTEMS SHALL COMPLY WITH PARTS V & VI OF THE N.Y -S RESIDENTIAL CODE Project# 14. PLUMBING WORK SHALL COMPLY WITH PART VII - 05-028 PLUMBING OF THE N Y S RESIDENTIAL CODE. Date 15. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N Y S. RESIDENTIAL CODE. A5 NOTED 16. CONTRACTOR TO VERIFY THAT THE EXISTING Scale CONDITIONS CAN HANDLE THE ADDITIONAL ELECTRICAL, O-1 JO5�03 PLUMBING/ HEATING & COOLING LOADS IMPOSED BY THE PROPOSED ADDITION A-2