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HomeMy WebLinkAbout39593-Z %UFFB`/('. Town of Southold 1/18/2017 3, P.O.Bog 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38784 Date: 1/18/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 325 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2015 pursuant to which Building Permit No. 39593 dated 3/18/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH WRAP-AROUND COVERED PORCH, GARAGE UNDER AND ATTACHED UNHEATED WORKSHOP (NO ACCESS FROM DWELLING), AS APPLIED FOR The certificate is issued to Lohr, George&Conte,Alyssa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0063 12-23-2016 ELECTRICAL CERTIFICATE NO. 39593 12-07-2016 PLUMBERS CERTIFICATION DATED 12-27-2016 Per tion Plumbing r)wod Signature SUF t� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39593 Date: 3/18/2015 Permission is hereby granted to: Lohr, George & Conte, Alyssa 1215 Saltaire Way Mattituck, NY 11952 To: Construction of a new single family dwelling with garage attached by conditioned space, as applied for, per SCHD approval. At premises located at: 325 Oak Ave, Southold - SCTM # 473889 Sec/Block/Lot# 77.-2-11 Pursuant to application dated 3/6/2015 and approved by the Building Inspector. To expire on 9/16/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,710.40 LLING $50.00 Total: $1,760.40 l Building --- Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: V/ Old or Pre-existing Building: (check one) Location of Property: 32-5- OAK AL/E7- So U 7`1,40 p House No. Street Hamlet Owner or Owners of Property: fin%GE LC)A Q. e, ,-LYSSA 60/VrE7 Suffolk County Tax Map No 1000, Section -777 Block Z Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 1 ppiRant rignature SO(/j�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 aQ roger.richert(cb-town.southold.ny.us Southold,NY 11971-0959 Q lycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lohr Address: 325 Oak Avenue City: Southold St: New York Zip: 11971 Building Permit#: 39593 Section: 77 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: North Country Electric License No: 4577-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 54 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures 49 CO Detectors Sub Panel A/C Blower 2 Range Recpt 30A Fluorescent Fixture 1 Pumps Transformer Appliancesff63] Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 10 Switches Twist Lock Exit Fixtures F1 TVSS Other Equipment: 200A Underground Service, 2- Combination Smoke/CO Detectors, 10 ARC Fault Circuit Breakers Notes: Inspector Signature: ' Date: December 7, 2016 0-Cert Electrical Compliance Form.xls ivwn iii?I tastJ$ �'r,�cpho x 3C(631)1a7-i£SiJ2 54375 Main Road Fax(f,3 i)769-95112 P_0.Box 1179 Swthold,NY 1191-1-0959 MWNT G;F 'C30TJ' TRrU--fV--) D DEC 282016 'BUILDING DEPT- ;"K F $:° 1�T TOWN OF SOUTHOLD Building Permit No. (Pleas€ print) f lease print.) I cerdt,1-?at€he solder used in thQ water supply system contains less than 2110-cid`1% lead. (Plumbers Signature) wom to before me tris dap,of -�, 20 1 Q_ - �.« ..,�...a_...«.............. ,w_.....................m...v.,__ '°.'..a.r<Y�S z 43 w�1 i.�`�..•�.�i z�i t.1 E" i`a 7:tli f'.,J�6� I' otdq Public,_,. `�,�' ��\1�- " _Comity :l fjf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I OUNDATION 1,ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: ��`w f /I cj\f Afa;-j Lj�, Ar- DATE - INSPECTOR S� � QF SoUlyOIO , U �ycDUH1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECt T N [ ] "� FO NIDATION 1 ST ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: PP�� J -vo")� DATE INSPECTOR SO(/jyol TOWN OF SOUTHOLD BUILDING=DEPT: 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] RO 1UMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE L (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE � / 6 INSPECTOR •, - Of SOpT�olo A� 1 .01 # # cou TOWN OF SOUTHOLD BUILDING, DEPT. x 765-1802 INSPECTION [ "] FOUNDATION 1ST. - [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� l INSPECTOR SOUTyolo coutm, �j TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE l?/'7 f INSPECTOR 'S -17 BOE SOUly TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. . YS� P (40'&-. � ll , 40 . sm l� l btW ISh AOO DATE ! INSPECTOR �o��pE 50pTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL AG - F1/V [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J \ ` _ Fro- s kvw�io A- Ol dot 24A— 'c . 04 ( fi• S o 4v- C o T It, Sb e�- DATE INSPECTOR �o !a TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTR AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS 61 �Y► �O}✓ DATE A INSPECTOR qaj SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 i INSPECTION [ ] FOUNDATION 1ST [Y] R UGH PL13G. FOUNDATION 2ND [ ULATION FRAMING / STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I © L w I {1 p Ill � 1 DATE INSPECTOR �y000MY�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK S: zc�vl w Af-v L,) 0 .. OV) I rim V`qn� ID 9- --�v1 DATE -1 INSPECTOR RHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Roads PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 wNvFv.mksarchitcct.com December 28,2016 D F=9125V[� D Southold Town Building Department 0 E C 2 8 2016 Main Road Southold,New York 11971 BInDING DEPT- TiOWN Off'SOUTHOLD Re: Lohr Residence 325 Oak Avenue Southold,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the strapping for the house framing and to the best of my knowledge,the strapping has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz 251 AlA Mombei Ameiican Institute of Aichutectuue f • STATE ENERGY COM L , rim off 1 � • p i � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 67.5 3 � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _,20 Single&Separate Storm-Water Assessment Form Contact: Approved _,20 t" Mail to: Disapproved a/c Phone: Expiration ,20 l� Bu' ns� ector CATION FOR BUIL G PERMIT IsJ ` 1 Da �Og , 20� OCT 2014 i INSTRUCTIONS- a. NSTRUCTIONS-a. This plica igpMb) S`(T b omplete y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla s, accurat(5(15'10 'Ifii1I6j8ale ording to schedule. b. of 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 demolitionherein described. The ' applicant agrees to comply with all applicable laws, ordinances,building code,housing ode, and r lations,and to admit authorized inspectors on premises and in building for necessary inspections. (Tign6fure of plicant or name,if a corporation) 12.15 _ .ALT- l e26 tAlk 107.52 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder D 1 Name of owner of premises 660-IL-7-E A , 4OW,4_&9 � 14L Y-5sA C_o1VT"E (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 which proposed work will be done: 3�s OAe A 16-lyu — '50Ui1-1d`0 House Number Street County Tax Map No. 1000 Section77 ;`Lot / j 111Jfr1 Jil r� o:92t S�:te i�rf, n l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy A JAk b. Intended use and occupancy 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost W2.2v�. OoO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor j �3 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1\1A � f i 7. Dimensions of existing structures, if any: Front 24 Rear 24 Depth 2� Height ) S 1 Number of Stories l Dimensions of same structure with alterations or additions: Front A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3 Rear 35 Depth Lkp Height 29 ' Number of Stories 9. Size of lot: Front 1201 Rear j 2©� Depth 12-D 10. Date of PurchaseL 2-6 14 Name of Former Owner GA-2L ES tzf Y!J LL 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO 1 c 14.Names of Owner of premisesAysS.4 CoA/t/ Address - SfkL -1 = one No. 6-31- 774-56 Z Name of Architect 4A SCjWAP-7-Z Address JC/ �� ; Phone No 6,:?)- 73!�L- 4/ff� Name of Contractor PA'A4 Address266 eoxAleCK P-0 Phone No. X03/- 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 s/ * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF pL A L do A/7- being duly sworn, deposes and says that(s)he is the applicant (dame 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 y of 20A \A* KWAMBORN Lizotary Public NOTARY PUBLIC,STATE OF NEW YORK ignature of Applica t Registration No.O1GA6274028 Qualified in Suffolk County Commission Expires Dec.24.2016 f [' TOWN OF SOUTHOLD BUILDING PERMIT APP CATION CATIONCHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 21! 1 \ Phone:k3 I n U � Expiration ,20 RMPPLICATION Building Inspector FOR BUILDING PERMIT - R►��)Ls7' �`'` - ���a�� Date -��j��'u� Amu /D , 20� BLDG DEPT INSTRUCTIONS NF SOUTMO mpletelyfilled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval'of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part•for'any purpose what so ever until the Building Inspector issues a Certificate of,Occupancy. f.Every building permit shall expire if the work authorized-has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ^ (Signature of applicant or name,if a corporation) 26 o C:ox NC=ccsck_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (/7 E 2—D11le IV A LY S SA LON 7 (As on the tax roll or latest deed) If applican ' a cor)ord�i o , signature of my authorized officer � V t-'r s (N41e and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 325- OAS AUL S©U 7-H©c_(� House Number Street Hamlet County Tax`Map.No, 1000 Section -7-7 Block 2 Lot �OoS/ Filed Map No. Lot 1 �l� - Subdivision ��'�l L 1.`�%�!'l%S ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy dip�2k5 H�P b. Intended use and occupancy KS[{-co P 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work JC'_C_'_ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor --E3,- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2ZJ' ` " Rear 2-`f Depth Z4 /3 " Height 1 R ' Number of Stories 2- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front NA Rear Depth Height Number of Stories 9. Size of lot: Front 20 � Rear � Zt� � Depth 12 0 t 10. Date of Purchase Z/f Ll3 Name of Former Owner I[Yn L 11. Zone or use district in which premises are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO /Will excess fill be removed from premises?YES NO �1,��� 14. Names of Owner of premises A90[2A90[2LoG e P/Address 12,—X40,4-L 'VPhone No. Name of Architect 1c,1a.r,4 Address Phone No Name of Contractor- (94i_xl Address �/�1� � _Phone No. 0,3!— cf'7 F 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 c/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO r/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNT,'OF!S' being duly sworn, deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is the l �' 0_pZj) C � (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 in t day of ruCt/ 20�/ ' I Notary lublic Signature of Appli Public,State Kew York No.01VA61861T! Qualified in Suffolk coun Commission Expires April 28,&i6 Scott A. Russell ,��°Sum4' STO R IMM[WAX]EIK- SUPERVISOR MANAGEMENT z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TRIS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management !i Control Plan was received by the Town and the proposal includes li in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check Idst Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) ^, S.C.T.M. $: 1000 ate � jf��, Dutrtct l NAME- A� 5-0a rW o f'v 1 Z I r I { Section Block Lot t " FOR BUILDING DEPARTMENT USE ONLY* " Contact Informatim -77-I sw`r- Reviewed By. bt s— — — — — — — — — — — — — — — — — ; Date: 1 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — /� Approved for processing Building Permit. 2" � V011c Averl V 0- i ❑ Stormwater Management Control Plan Not Required. V A,igid ly / 7 Stormwater Management Control Plan is Required El (Forward to Engineering Department for Review.) l FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor Other) — bp511 Ir CHAPTER 236 _ n � i _ Stormwater Management Control Plan CHECK LIST NA SJ 4-e— Sc•tion Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Phnm Pelm Date: ]� �l �o * The applicant must provide a Complete Explanation anti/or Reason for not providing all Information that has been Required by the following Checklistl cul elephme umber 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for ex ]anatils, PleasePl•ovide additional Paper. DRAINAGE a. Location &Description of Pro ert Boundaries _-VIH j b. Total Site Acreage, - 1--M before c. Existing-Natural& Man Made Features within 500 L.F. k3ackfill, OR Provide Engineer's Certification of the Site Boundary as required by§236-17(C)(2). that the drainage has been.installed to Code. d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. ( CV=.. f. Existing&Proposed Contours of the Site (Minimum 2•Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. No 90C)I— J. Location of proposed Soil Stockpile Area(s). EROSION &SEDIMENT CONTROLS k. Location of proposed Construction Entrance/Staging Area(s). ;: I. Location of proposed concrete washout area(s). Stiall include but not be limited to: M. Location of all proposed erosion&sediment control measures. A well maintairred Construction Entrance, t� 2. Stormwater Management Control Plan must include Calculations showing Wire Backed Silt Fencing, stabilization & that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **FOR ENGINE IN DEPA M T SE ONLY* *" Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — -- Stormwater Stormwater Management Control Plan is Complete. Date. I SMCP has been approved by the Engineering Department.' FORM * SWCP Check List-TOS MAY 2014 MAX. C.to C. qTV co GRADE - i LLul Q z H� ak f ," W J �. .: MT F� PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10110 WWF) z FILTER CLOTH CD 0 S[OP� 04 EMBED FILTER CLOTH GIDE MIN. 6" INTO GROUND z NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCALE:errs C z I R 236 DATE: I i r STANDARD STORMWATER DETAILS APPLICANT: �a" ' S.C.T.M.#: 617-1 6 Drawing # : SW-01 PHYSICAL EFFECTIVE:9/17/13 -- ADDRESS: �Gt� �U(a r FLOW Z_ , SLOPE 4" VERTICAL =f; FACE t ! BEDDING DETAIL ANGLE FIRST STAKE TOWARD i;:;z��'` PREVIOUSLY LAID BALE. FLOW BOUND HAY BALES PLACED ON CONTOUR 2 RE-BARS: STEEL PICKETS OR 2" x 2" STAKES 1.5'to 2' IN GROUND. DRIVE STAKES FLUSH WITH TOP OF HAY BALES. ANCHORING DETAIL t STRAW BALE DIKE DETAILS SME:IM o� CHAPTER 236 DATE: qH STANDARD STORM ITER DETAILS APPLICANT: Wn ��ol Ob S.C.T-K#: Drawing # : SW- 02 DICAL . �U EFFECTIVE:9/17/13 T'THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB 24"DIAMETER 2"ASPHALT ROAD SURFACE ON CAST IRON INLET GRATE FME RA E 4"COMPACTED RCA BLEND. 8 fi E TYPICAL c� lV V N RECAST CONCRETE CHIMNEY y IIIII ®®®®® ® IIIII ®®®®® a ®® ® 4 IIIII_ ®® 18"TRAFFIC BEARING a 6®®® DRAINAGE PIPE.TYPICAL C3®®®® 13 w I ®®® 10'DIAMETER:4'DEEP > 13ONCRETE 13 LEACHING• PRECAST RING. 13IIIII-- - o= CLEAN SAND& GRAVEL FILL GROUND WATER T-0"Min, 10'A"Diameter T-W in. CLEAN SAND& GRAVEL FILL Typical Section @ Leaching Pool Scale: NTS CHAPTER 236 DATE: 1 /� STANDARD STORMWATER DETALS APPLICANT: A (on't y�o _ S.C.TM.#: IA-7 7- Drawing # : SW-05 PHYSICAL �;C �dft EFFECTIVE:9/17/13 —� ADDRESS- �2� 3 50' MIN. o BUT SUFFICIENT TO KEEP ' SEDIMENT ON SITE HAY BAIL AND/OR Q J SILT FENCING LLJ .. •5" 11y( . `!•. 'V', ,�t 'fir +�'t.•. :(. rA'l'�•A O ,•Xt'," ,r.s <'`'+�'G`�, ,: ix•"" `.:'; ' •toy N w C coom CIO T', "• "5, ~f. rpt" ri�"• S+�T ,�,' �1.:' \Z :,r• •r � D I CONSTRUCTION ENTRANCE-FOUNDATION OFCOMPACTED 3/4'STONE BLEND ORN•Y.STATE D.O.T.APPROVED R.C,A FILLT018"(Min.)ABOVE EXISTING GRADE FORDRAINAGE. c•v E� PLAN VIEW W o EXIS NG GRA ROAD `V CONSTRUCTIONENTRANCE•FOUNDATIONOFCOMPACTED HAY BAIL AND/OR 3/4'STONE BLEND ORN.Y.STATE D.O.T.APPROVEDRC.A. SILT FENCING FILLT018"(Min.)ABOVE EXISTING GRADE FORDRAINAGE. M CROSS SECTION QY TEMPORARY CONSTRUCTION ENTRANCE SCALE:NTB �° W W SO�ryD! Town Hall Annex elep\hai{e(61x765-1802 54375 Main Road {631)765-95 P.O.Box 1179 G Q rogenricher,cm wn_soutta01041"s- Southold, l-.Southold,NX 11971-0959 i F E 2 2 2016 BUILDING DEPARTMENT - -- TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: ��� WCA'e�€r �. Name: ��ri� License No.: Address: q- 7-33 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Lol4r k-o4e_ *Address: oil, *Cross Street: *Phone No.: Permit No.: j Tax-Map District: 1000 Section: Block:_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: E / NO Rough In Final *Do-you need a Temp Certificate: �P/ NO Temp Information (if needed) 'Service Size: 1 Phase 3Phase 100 150 00 300 350 . 400 Other 'New Service: Re-connect CPndergroun Number of Meters/ Change of Service Overhead kdditional Information: PAYMENT DUE WITH APPLICATION 'SW-C-16ce QCAaArnc�� l�o� L� I Y1Q Zy 82-Request for Inspection Form W y y r _ c t t n' U� DEC 2 8 2016 BUILDING DE,PT. TOWN OF SOUTHOLD 5'a3 Y * ,l' J DD DEC 2 8 2016 BUILDING DEPT. TOWN OF SOUTHOLD 2�1 .15-13 ' r o ,4 r v. t 40 J MA I � DD U� DEC 2 8 2016 BUILDING DEPT. TONS OF SOUTHOLD u � w ow DEC 2 E BUILDING D'ZPT. TO`VN OF SOUTHOLD 35�� T AA ALM- ik- DD LL DEC 282016 EUILDING DEPT. TOWN OF SOUTHOLD � 5� 3 n D DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD 35513 � ��2 r�» � 93 �C[go'v� D §[C / / 201E BUILDING DEPT. TON IN O£SOUTHOLD z � t, S X s' � �I III Illi�I�i17111 �lu ,,; y MT � a 3�i . 1 a DEC 222016 LU-rLDING DEPT. TOWN OF SOUTHOLD is • g yi s •t- a My DD DEC 2 2016 BUILDING DEPT. TOWN OF SOUTY-IOLD yyYM d i / yf I� 3, v m. � a 35s�� D DEC 2 2 2016 BUILDING DEPT. TOWN OF SOUYHOLD s a y, 1's1s D D DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD mar 9'u ✓ �., �i �N 3�sg3 DD DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD P< , w a a Qa` va a Y wx 2 .3593 D CCS[ G'v D DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD ', ��� - ✓' �,%'� �Y.� .. �5_.. :' �*a� � per" �t 1 , /a y D CD DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD �K y b' l! tli,�5 3�5�3 DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD 2 F �A tb r: r � 3c) D BUILDING DEPT. TONVN OF SOUTHOLD 4 � , .,, z s .F c � fi8f f T,•z ,, 4 ,�J P /q v Al Si D DC�D�dC D DEC :inti BUILDING DEPT. TOWN OF SOUTHOLD 9� yMMa pili i 4 tt AL AA vµ Y 'Wa 3q 5�3 DD DEC 222016 BUILDING DEPT. TOWN OF SOUTHOLD k �. t � g � 3ydtF IJy��V kr w o� s t3 s P: 3�s�3 ��DOdD D BUILDING DEPT. TOWN OF SOUTHOLD t x� �f 3 . Al AL Arl �w A5'g3 D OL" 2 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD 1 a x� � k 'mss` F, r a��tiNfN r y GEC 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD � Po 3q 5-g3 DD DEC 2 2 2016 BUILDPIG DEPT. TOWN OF SO TTHOLD .q l �N4 � DEC 2 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD S �Y� a y Ms„ 1 D uLI� 2 2016 BUILDING DEPT. TOWN OF SOUTHOLD I LIqY� ell F-14 10 /10 NT i L/1�, D - DEC — 1 2016 BUMDING DEPT. TOWN OF SOUTHOLD i DRAINAGE CALCULATIONS: S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK:4 LOT(S): 11 A) FOOTPRINT W/COVERED PORCH=1,720 SO.FT. IRED #R 10- 14-0063 n K 6)B'DIA°x'76 DEEP SDRYWELL=295cffUPROVIDED �1 C R. +- 8) DRIVEWAY=510 SOFT. GO OS 1 (10 x IA0.166=85 cf 1J (1) 8'DIA x 2' DEEP DRYWELL= 85cf PROVIDED C) EXISTING GARAGE=586 SOFT. 586 x 0.166=97.27 < 98cf REOUIRED FFL(22.5) (1) B'DIA x 3' DEEP DRYWELL=126cf PROVIDED C.I. LOCKING - COVER TO E DE O EL(15.7) FINISH GRADE (14' RUN) I-1'MIN-2'wut ? ':� 1/4"-FT. 6 COVER 0"MI 6 COVER 6 NVERT 6 6" SLAB EL(14. INVERT) 14.86)NVERT INVERT (15.14) 114.36) (14.28) FOUNDATION FLOW 8'0 3'COLLAR POOL CLEAN EXISTING SANITARY TO WALL BAFFLE MI $,coARSE 7'-7" SAND do BE ABANDONED AND TANKGRAVEL BACK FILLED WITH CLEAN 3'MIN COURSE SAND. DWELLINGS USE 4" DIA. APPROVED SEWER PIPE 177'± W/PUBLIC WATER 1,500 GAL. PRECAST S.T. EL(6.7 �- 150' �, U.P.#4 U.P. GROUND WATER EL 1.0 OAK (20') AVENUE CL 13.7 CL 14.5 EXISTING W.M. ! BE RELOCATED N680 0'50"E EDGE OF PAVEMENT 120.00 120.00' 1.3'E®5' EL 15.0 MIN U I PROPOSED EL 14.8 >_ MIN 15.7 M 1 W. M. w 3 IN 8' MIN EXP N I m LP o w Z $ 03 O al a W o � o I j M �' DWELLINGS 9 N m LP ._, a o � a W/PUBLIC WATER �� 8 DIAxB DEEP d' Qi F= may.3' HIGH TI , Cl) 150 -� 5' '. I WALLS IN R i IN S,T, 1,500 GAL. O 70111 L o e 5. �\ 1O'MIN , i DRYS Cp ELEV. 15.7 W c EL(1 0 14.0' EL(17. )60.7 LLI ►.: 16.3'- 0 8.0' �w rj J CONC. .'�\i'� LOAMYBROSANDCSI sl Z 24.1' f 17.8' t 1. -- ----------e9 L,_ i` EXISTING A) i PROP. FRM. PALE - '-'-"-"- - "1 WORK SHOP BROWN MEDIUM DWELLINGS t o I 0 z WATER LINE d: W/PUBLIC WATER EL 18.9 l a I o N FF 8 TO - -- 150' I o 0 PROPOSED I �* a ,yV�PROc'7 - - f'!18RCE - - -•�._�...� - . v_ -- �- - *` PROP. HR OM BAND Li, --61AELIIND--- o FFL(22.5) SEPTIC LINE I 1' CONC WALL v "� EL 20.2 EL 19.7 35.0' _ `��� FOUNDATION OF 13_7' FIRE DAMAGED WATER ,y EL(20.0)1 �� E (20.0) DWELLING Li LlEL 1.0 WATER DRYS _____ TO BE DEMOLISHED MEDIUM CQ I° TO WELL"-- EGRESS J 0 til o COARSE 162 Z WINDOWS SAND 17' 12 1, t o'W 161I p I I I K.WOYCHUK LS J3.5 FRM. : EL ap 157 O 05-01-14 SHED cd FRM. 15 6 N :FR . I 160 I 159 I 158 I STORAGE 155 M�%� EL 21.2 D C-O' 2.3 N _ PIPE FND. 0.6'S S68030'50"W 120.00' 144 I 138 I 137 I 136 I 135 I 134 I 133 132 DWELLINGS REVISED OS-255- ZONED R-40 I I W/PLUBLIC WATEf I REVISED 09-214 �- 150' -i -14 NON-CONFORMING LOT REVISED 07-28-14 FRONT SET BACK 35' ADD PROPOSED HOUSE 04-30-14 REAR SET BACK 35' FIRM 'PANEL 0166H SIDE SET BACK (25' TOTAL) 774E WATER SUPPLY,FIRM ZONE X LO A7)ONS SHOWN ARE LFROM RELDLLS AND OBSERVATIONSOOL MAX 20% LOT COVERAGE AND OR DATA OBTAINED FROM OTHERS AREA: 14,400 SQ.FT. or 0.33 ACRES ELEVATION DATUM. __ NAVD88 ---------------- 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 SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 156- 161 INCL. CERTIFIED TO: GEORGE LOHR; ALYSSA CONTE; MAP OF: GOOSE BAY ESTATES ULSTER SAVINGS BANK; ISAOA FILED: NOV. 13, 1934 No. 1 176 FIDELITY NATIONAL TITLE INSURANCE CO,; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Of Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 12-438 SCALE: I "=20' DATE:APRIL 11, 2012 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK: 2 LOT(S): ll 1O 7�� IRS SI,.rG (J411 q oo sF. CT G a "DIMEN'T-CONT9W E�1 Q,SION _ Shall include but not be limited to: A well maintained Construction Entrance, _ Wire Backed Silt Fencing,stabilization & SEai MINT Co�TRo1: Seeding of exposed and/or inactive 5.0j).5, -rO CTCof 44 IL-L� PAST 69ILL DRAINAGE INSPECTIONS ARE REQUIRED Coit ��� VC,T�b� Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 177'± Co 14 ST9UCT1014 U.P.J S> U.P. APPROIll A 60 6-F 610 RMA IATER MANAGEMEN � (20') AVENUE CONTROL LA - n Code 2 6 Date: Appra�v N68030'50"E EDGE OF PAVEM I 120.00' 120.00' $ WOOD FENCE t LP LU Z t LP LP LP O Iln N_ w a 8 1 MiN w>- ^ I w w V) _ P 1 S U N Uj CL A o� --a 60.7' co 14.0 0 ' p 16.3' 0 8.0' W O CO C. •-r - --i_3 n•-- ----- � i --17.8' tzj I Z -�j I 1NG o I FR , GARAGE PROPOSED--i- LQ 2 STY F RM 4 �® �- "'-----DWECLTW-J 4k �d I' CONC. A vo FOUNDATION OF FIRE DAMAGEDWOOD ' PROPOSED DWELLING DECK TC3�81``6Cf;�f�fEi9"'�-�, Li•-I EGRESS �0 162 Z - WINDOWS 1' 1.0' 12. 0 FR M. I 157 I o SHED co cV FRM. 156 .•�"'" -FR 2. 160 9 I 158 S70RAGE 155 Z2 M, O _ HED FN '� 's S680305 120.00 144 - --` 138 I 137 136 I 135 I 1 I 133 +132 " ZONED R-40 NON-CONFORMING LOT FRONT SET BACK 35' ADD PROPOSED HOUSE 04-30-14 REAR SET BACK 35' FIRM PANEL 0166H SIDX SET BCOVERAGE 10'MIN E25' TOTAL) FIRM ZONE X THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM 07HERS AREA: 14,400 SQ.FT. or 0.33 ACRES ELEVATION DATUM- -_____ ------------------- 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 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 156- 161 INCL. CERTIFIED TO: GEORGE LOHR; ALYSSA CONTE; MAP OF: GOOSE BAY ESTATES ULSTER SAVINGS BANK; ISAOA FILED: NOV. 13, 1934 No. 1 176 FIDELITY NATIONAL TITLE INSURANCE CO,; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK � fr 4t,W. -/ Professional Land Surveying and Design +• 'P.O. Box 153 Aquebogue, New York 11931 FILE -438 SCALE: '1 "=20' DATE:APRIL 1 1, 2012 PHONE (631)298-1588 FAX (631) 298-1588 N.Y„ N0. 050882 maintaining the records of Robert J. Hennessy do i M. Noychuk DRAINAGE CALCULATIONS: S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK: 2 LOT(S): 11 A) FOOTPRINT W/COVERED PORCH=1.720 SQ.FT RED #R 10- 14-0063 B14C (1)28 'DIA x1 7' DEP DRYWE66=285.52 < 86c29R5cf PROVIDEDcR,E DRIVEWAY=510 SQ.FT OSI o 510 x 0.166=85 cf COUNTY DEPARTMENT OF ON OR (1) 8'DIA x 2' DEEP ORYWELL= 85cf PROVIDED P� C) EXISTING GARAGE=586 SOFT. P���I�0'®���������"���� 5 586 x 0.166=97.27 < 98cf REOUIREO SINGLE FAMILY MSI NCE��® � FFL(22.5) (1) 8-DIA x 3' DEEP DRYWELL=126cf PROVIDED C.I. LOCKING COVER i0 CRADE EL E- EL(15.7) FINISH GRADE J� H.S. y (14' RUN) I'MIN-2'MAx z REEF..04c). (� 1/4""-FT. 01MI H COVER 6 6 COVER IN 6" SLAB EL(14. A�I� �E® INVERT) N4.86) (15.14) NVERT INVERT IIl�'1J � 14.36) (14.28) BEDROOMS 01 A ppROVAL FOUNDATION FLOW O 3' COLLAR qp �������p y� ,�q / WALL BAFFLE MI POOL CLEAN b"6ie J I 7,-7„ B.COARSE DONED AND' TANK GRAAVVEND L� BACK FILLED WITH CLEAN 3'MIN r COURSE SAND. DWELLINGS USE 4" DIA. APPROVED SEWER PIPE 17 7f W/PUBLIC WATER 1,500 GAL. PRECAST S.T. EL(6.7 �- 150' M U.P.#4 U.P. GROUND WATER EL 1.0 CL 14.5 EXISTING W.M. ®AK (20') AVENUE CL 13.7 BE RELOCATED N680 0'50"E EDGE OF PAVEMENT 120.00' 0.00' 1.3'E®5EL 15.OMI5 N cU'11 PROPOSED EL 14.8 } 5 MIN 15.7 W I W.M. w 3 IN 8' MIN EXP V)I W LP i NoUJ 3 C) ¢I Q W o ! o o f DWELLINGS m LP - a N! o W/PUBLIC WATER DIAx8 DEEP 3' HIGH TIMBER J to 150' -� ��" F+1 IN S.T. 1,500 GAL. i -�` WALLS a s. 10-MN 1.VE �� `--' I iDRY\ �p ELEV. 15.7 ~ A o EL(1 o 14.0' EL 17. 60' LLf ,,� G� o Uj J U p 16.3' 08. o M 24 iCONC. .' '' LOAMYSAND1' .�.� - -- L---------moo i DIISTiNG .8 �rj , f v i P, P. FRM. PALE WORK SHOP BROW N W( R LINE FFLDWELLINGS o 178 MEDIUM W/PUBLIC WATER EL18.9 I o_ TO PROPOSED ' '5r o ROP0crn_ " EATH OOMPLOP. -- SAND - A, --LSV�ELIfNC- - o FFL(22.5) SEPTIC\INE 1' CONC. WALL �"� EL 20.2 EL 19.7 35.0' NN� FOU DATION OF+, 13_7' EL(20.0)i - ' FIRED AGED'@ WATER - (20.0) DWELLING EL 1.0 WATNER TO BE DEMOLISHED\ MEDIUM CM i DRY` _- TO WELL,- EGRESS COARSE 0 cf) 162 Z WINDOWS SAND 17' ®® 12 1' i 0'W 161 J3.5 K.WOYCHUK LS FRM. ^ EL 15 15 6 0 05-01- SHED cd FIRM. STORAGE 12. I 160 I 159 158 ����� MEL 21.2yiCn � I:FR HED `or�G O� 2.3 N ���� PIP 8030S0"yV 12 ®1�� tool. M 144 %ATER UwE(S) ���f QIl1SP Cg 135 �® ���ILls����o ® ��� �� FOLq UN�r ®�� : �� �H� I ® � a foot F HEALTH SERVICES WELLINGS ���� CALL 852 4'? ` � ®OR8 B�iI A®VANOE W/� UBLIC WATER ®�� REVISED 09-26-14 REVISED 08-25-14 ZONED R-40 �®SCHE ISLE gNSPEC`�ION(S). f 150' REVISED 07-28-14 NON-CONFORMING LOT FRONT SET BACK 35' ADD PROPOSED HOUSE 04-30-14 REAR SET BACK 35' FIRM PANEL 0166 SIDE SET BACK 10-MIN (25' TOTAL) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MAX 20% LOT COVERAGE FIRM ZONE X LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS AREA: 14,400 SQ.FT. or 0.33 AC ELEVATION DATUM. __ NAVD88 ---------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAN! COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUI:TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 156- 161 INCL. CERTIFIED TO: GEORGE LOHR; ALYSSA CONTE; MAP OF: GOOSE BAY EST TES ULSTER SAVINGS BANK; ISAOA FILED: NOV. 13, 1934 No. 1176 FIDELITY NATIONAL TITLE INSURANCE CO SITUATED AT: SOUTHOL TOWN OF: SOUTHOL- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK "Iljv4l Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 m PHONE (631)298-1588 FAX (831) 298-1588 FILE # 12-436 SCALE: 1 "=20' DATE:APRIL 11, 2012 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Roychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK: 2 LOT(S): 11 DRAINAGE CALCULATIONS: #R10- 14-0063 A) FOOTPRINT 16COVERED PORCH=1,720 SOFT. K 11) B x 0.166=285.52 < 286cf REQUIRED EE (1) 8'DIA x 7' DEEP DRYWELL=295c! PROVIDED CRB) DRIVEWAY=510 SOFT. (Col „ „ r� GO OSE 510 z LA x 285 cf l 11„/( IL (1) 8'DIA x 2' DEEP DRYWELL= 85c! PROVIDED 1J � C) EXISTING GARAGE=586 SOFT. 586 x 0.166=97.27 < 98cf REQUIRED SEP ® � ZOyylS FFL(22.5) (1) B'DIA x 3' DEEP DRYWELL=126cf PROVIDED C L LOCKING - COVER TO GRADE EL 17.D EL(15.7) FINISH GRADE Z BLDG DEP( (14' RUN) I'MIN-2'MAX Z T01hIN Of ;OUT1i0 D 1/4' FL 6 COVER owl 1�8"_Fr. �n 6 COVER 6 6" SLAB INVERT) NVERT EL(14. 14.86)NVERT L (15.14) 114.36) FOUNDATION FLOW COLLAR EXISTING SANITARY TO WALL BAFFLE MI LEAN OARSE BE ABANDONED AND aNO doBACK FILLED WITH CLEAN TANK 3'MINRAVELCOURSE SAND.177'f DWELLINGS USE 4' DW. APPROVED SEWER PIPE W/PUBLIC WATER 1,500 GAL. PRECAST S.T. EL(6.7 -.-a- 150' -a- 'n U.P.14 U.P. GROUND WATER EL 1.0 CL 14.5 OAK (20,) AVENUE CL 13.7 EXISTING W.M. BE RELOCATED N68o 0'50"E EDGE OF PAVEMENT I 120.00' 120.00' 1.3'EOMIN EL 15.0 MIN v PROPOSED EL 14.8 >- 4-1 .7 W.M. 3 W 8' MIN EXP vWi! w LP i M z w LAJ v Z I `1 a j O 3 j Z DWELLINGS W o w LP �.,,i 0� ►� wi `� co °0 ��� 8'DIAx8'DEEP a o f o W/PUBLIC WATER ~ _ 0-3' HIGH TIMBER Uj 150' N S.T. 1,500 GAL. i �� WALLS a �S• ���l `@ IO,MIN I _ 1.11E 60.7, i DRYS �p W 00 EL(1 0;,,14.0' :: EL(>-7.0) \ WELL; ELEV. 15.7 �.,•::•,�� In , V p 16.3 0'8.0";:,;:,;;:; w In CONC. �' i' O BROWN CQ 24.3' :'„':13.o'i,;;, ;• ,: , 17.8'- L=J - 24.11 LOAMY SAND 1, • , .,•;., •.:,, '::: ;•,;, ,. ,•, ,,,;;;;,,;,;,•.,, EXISTING U „ ., FRM. i PALE DWELLINGS o WORK SHOP BROWN / -- _ "ATION:;;,; ,,.',, o N FFL 1 7 t> 1� MEDIUM - _ CLQ �•,:; AIJ,Gv DOw W%PkOPOSEO IF ^r COARSE W PUBLIC WATER EL 18.9 V -° •FOUND - - Ow ry 1/2 BATHROOM - SAND ow „ ;;,• - �> :•TF-21.2;;,:,.`,:•';;;; / 1' CONC WALL o_Ov - _L 20.2 IEL 19.7 I,' S.o' :: :,:;,.,,`,;,;''.:;35 0 "•::::`:,:;:',:,'.::; _ 13.7' WATER - O EL(20.0), "';;;;•`.; ," / E (20.0) EL 1.0 WATER +-� ' :';:CELLAR PROPOSED IN 01w00D o TO BE DEMOLISHED DRY� ENT'***11.1 DECK to MEDIOUM WELL)/ COARSE 162 Z �`_-' SAND o I.. 17' 1 12.1' .0'W p - K.WOYCHUK LS FRM. :- 161 EL 23.5x) I .ago I I 157 I o 05-01-14 SHED cd I 06 I I FRM. 156 L '2-2'� 160159 158 S155 FR0 O EL 21.2 SHED `� 2.3 N _ PIPE FND. 0.6'S S6803050 W 120.00' 144 138 I 137 I 136 I 135 I 134 I 133132 DWELLINGS FND. LOCATION 08-31-15 ZONED I I W/PUBLIC WATEd I REVISED 09-26-14 f 150 -► REVISED 08-25-14 NON-CONFO MIN LOT REVISED 07-28-14 FRONT SET AC 35' ADD PROPOSED HOUSE 04-30-14 REAR SET ACK 35' FIRM PANEL 0166H SIDE SET BACK (25' TOTAL) THE WATER SUPPLY,FIRM ZONE X LOCAAONS SHOWN ARE E FROM FIELDLS AND OBSERVA77ONS00L MAX 20% LOT COVERAGE AND OR DATA OBTAINED FROM OTHERS AREA: 14,400 SQ.FT. or 0.33 ACRES ELEVATION DATUM. -- NAVD88 ---------------- 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 SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 156- 161 INCL. CERTIFIED TO: GEORGE LOHR; ALYSSA CONTE; MAP OF: GOOSE BAY ESTATES r ULSTER SAVINGS BANK; ISAOA FILED: NOV. 13, 1934 No. 1176 v FIDELITY NATIONAL TITLE INSURANCE CO SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD _ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �f i Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 12-436 SCALE: 1 "=20' DATE:APRIL 11, 2012 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Moychuk S.C.T.M. NO. DISTRICT. 1000 SECTION-.,,,77 BLOCK: 2 LOT(S): I I #RI0- 14-0063 K R DEC 2 8 2016 CREEG0 0 S-E BUILDING DEPT. TOWN OF SOUTHOLD % -PARTMENT0FH2-XTHSERVMEi SUFFOLK COUNTY DE APPROVAL OF COINS I MUCTIFE'D V40RKS FOR A SINGLE FA.,)A LYRESIDENCE D,,tq DEC 2 3 2016' The e-cm-no dispai-al and waver 6t!!Nn 1,jrmlror?,hm been Inspected anilor certifiod by b1t;0cp:,rtrr,,s.-.!or oinar and found to r F be safisfaclory FOR,4MM" IV-Lip,_J Knower,RE 177'± Office Of WastOtIlater Management U.P.//4 U.P. CL 14.5 0AK " *(20,) AVENUE CL 13.7 N68*30'50"E EDGE OF PAVEMENT 1 120.00 . 120.00' 1.3'E EL 150 EL 14.8 M W 8'DlAx8'DEEP o LP _j 8'DAx 'DEEP zIa W M LP 40' > 2 1,500 GAL. U-i Cr S.T. 26' (3 Cn z 36' @ 32' 22' 1.VE 22' 6RY\ CSO '14.0' (0 60.7WELLi 16.3'-- 80 CONC. SH07 C\1 24.3' :113.4'; 17.8' tq -WORK 0 I . .11 . .. , . ELEC. P.- WORK W SH0'P METER WITH 112 BATH COL STY FRM.:- V1000 OWELLINS q -�_---,- __ L- Fi'L:' C4 'EL 19.7 EL 20.2 K WORK SHOOP MOITRER SERVICE 8.0' 35.0•,;;;,,; ' AND SEPTIC LINE CELLAR WOOD LOCATED IN CRAWL SPACE ENT. STEPS CQ 0 W DRY�1 162 CQ WELL I :?— o I.0'W 12.1 '0 F*RM. - 161 157 SHED EL J3.5 156 1 2 158 STORAGE FRM' EL 21.2 155 '7�, aFR 6 � 160 159 H, c. PIPE FNDT. 0.6's S68"30'50"W 120.00 144 138 I 137 I 136 I 135 I 134 I 133 132 R-40 NON 'CONFORMING LOT FRONTf SET BACK 35 FINAL SURVEY 12-01-16 REAR. SET BACK 35' FIRM PANEL 0166H SIDE,,SET BACK 10-MIN (25' TOTAL) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL C" C7 FIRM ZONE X LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS rt A J M 0% LOT COVERAGE X AND OR DATA OBTAINED FROM OTHERS NAVD88 AREA: 14,400 SQ. or 0.33 ACRES ELE VA TION DATum'. ------------------------- UNAUTHORIZED AL TERA 77ON 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 SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN rn QNL1Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION �0< LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. I F5 THE'OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE rNOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/E SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 156- 161 INCL. CERTIFIED TO: GEORGE LOHR; ALYSSA CONTE; MAP OF: GOOSE BAY ESTATES ULSTER SAVINGS BANK; (ISAOA) FILED: NOV. 13, 1934 No. 1176 FIDELITY NATIONAL TITLE INSURANCE CO,; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK " -Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 12-43B SCALE: I "=20' DATE:APRIL 11, 20 1]2050882 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ,`YM REVISIONS: 1'.3 NOTED ELECTPICAL C E F P y: DIJ!'"DING DEPP.RTMENT AT 7..1-1"2 8 P-M TO 4 PM FOR THE FC:!J--'-, !NS INSPECTIONS. 1. 11-C), NIDATION - TWO RE.QU!RED OR FOURED CONO"FiET r7 TRUSS PLACARIDING RE-l'ilRED 2, R,1OUCI-11 - FRA'-!ING & PLUMBING 3. i!dS ;LATIOINI 4. FINl- - CONSTRUCTION MUST CE COIMPLETE FOP, C.O. ALL CONSTRUCTION SHALL MEET THE D;U'AltJAGr REQUIIRF-VrNTS OF THE CODES OF NEW Contact TOSre 10 YORK STATE. NOT RESPONSIBLE FOR 11,OR Provide EnCIncer's C-.;.tifficition I I H DE-SICul"l OR CONSTRUCTION ERFORS. dmiticol*e hl!!t been L rQ,- 0 & T OWN CODES L ASE�QU', ;ED ITIONS—OF ILJL-j ^00 z 0 SOUTI!fDLD,TO�.'�ZSA--- ---------------------- H SOI.,q4HD TCINN PL4,'dN114 BOARD 7-n RUSTHS a I I F ........... =r OCCUPANCY OR A-� USE IS UNLAWFUL 0O 0 WITHOUT CERTIFICATE Q Q I FTT-FTI III OF OCCUPANCY IxV PLUMBER CERTIFICATIO,"I ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY 7, SOLDER USED IN WATER 5UPpLYSY8TEf,f, CAMNOT F❑ -IF I E10 r ' LF EY0-WDP1l0,0F1Z V.D. ❑❑' l [I C,-. "-` OIROCEED WITH PLUMBING FhAll lii-�3 UNTIL SURVEY ALL PLUMBING WASTE OF FOUNDATION LMAT101,11.1 &WATER LINES NEED FRONT ELEVATION HAS BEEENAPP %W7,f). TESTING BEFORE COVERING % SCALE: 1/4" = V � O NO N C) 0 all u 0 'm .2 Ca 00 0 Lo U Rl t,41 ON Cn cn 00 T u 0 cn 0 fv"AR 0 t Lit Iff RIGHT ELEVATIONr- ,'1 .,�; . , DRAWN: MH MS erg} y .; !'F` SCALE: 1/4"=V-0" SCALE: 1/4" 1' JOB#: March 04,2015 SHEET NUMBER: A PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUIRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. F1:111 z 1 � W w +� ® 1mmff ffim T� Ell CIO o . SC Lt, 2 k - - EEE � ` REAR ELEVATION SCALE: 1/4" = 11 u 0 o 3 -1 F1 IT PI v � Wo LEFT ELEVATION ` SCALE: 1/4" = 1' i7 J1233Q MuTREETNIf YNF R(Y SHAETNUAItER PAINTER TO AND PAINT ALL MDR EDGES TO .M1 SHALLNRM1YAKH[[OFANY .ISCMPANCIESPE EN THE.MWINCS.THE SFECVICATNNS.AN.THE FIENC.WrtNNS.AND SHALL REQUWCKFICATNNEEF.REC.MMENCINOW.FK C.NTMCT.FSHALLVEREYALL LENEMLC.NTMCTORTO CNR.INATE MEMINGWTH.WNERS FOR AFFRNAL.F ALL 4NEMLC.NIMCT.RSHALLRE RRFINSIELE F.RALLEpNIN4 KMFWENTINSF[RNNS A 2 MANUFACTURER WAFMNTY AN.SHALL RE INSPECTED T.VEM16Y ALL W.RK NSAN.C.MFLNNSAT IOSHE INCLUDING BUILDING ANHIR CLEARANCES FOR KUVEFY OF EQUIPMENT AN.AMTEVHS.ANESREMEDYAMDISCREPANCIES WUH ARCHITECT ERNRT.THE COMMENCEMENT OR CONTINUATION W.M1K .UGH EIiCIRIL ELUMRING.AN.HVM FRNRT.INSUUTINGAN.SHEFTRKWN4 AND SHALL SECURE THE CN.FRLRT.RKEMNG FINAL FR1M.WNERS LLNIAIBM 20'-0 po BON - - - - - - - - - °" - - No naK 312w�O41R K.GIADEA 4, GOINGM�6 I - I3�MLDw I I I TF 35._0.. 22'-0" !'—V4" 3'-31'4' (313W K141R.ER 13)3%t ACI GIR.EA G PER P ML.W GRAM I REAVIA y._0.. 0 ...ANAUA I 4"------ . _ ._-_ . ___. ____ -- --_-- . y c c NEIIzl o 24M2 �MEC KING Lb 2 KING 31 W EF EF APO •I O 40 L ' �. 6- �e, :. C) iI 2 —1114m STEEL EEM-1W,]MI.ACIM'f W.KE.SIEEl.MMw,i%I.KI.TATE - - „ {-. - - - - - - 14 -Tk ., =E TM � � II HT mow: ISMO SYM2 ,... . .� TE 41 , • GO TYFE.X IN GEEING • • ' AND STU I WALL - - I o . . •F . . . . - . .- _ -_ -- ----- --- - _l7p-0 15/32p-Ft - - -I� N o x k UP IS M1EFAR 013"IC 'r i. UP i O OO I I : ;L, cATFTG ME) , Ca '. OR RREM UP FM NEW DOOR 17 k -j I q 7 S i j 2. 1 DI CA . a ',own 1_ FL LU COW Rm 71 I� ` ! F( , � O , I ' "XI3'CONC FTG • 1. 0.. EL GMDE 13. 0, t 3Ep 1(3) 3%rzAqGIRDER_ _ - flxxl�Nc A (313%rz KI GIUEF0 �' 10 Q'-10 1 4" 7-5 3 4" i 3 �0 ey_0, 7._5.. 7._0, t I -------------------- `• 14'–o' , ! N Er THICK SOURED CONCRETE FIUNIAnIN,3M N, HUGHTATVAD N Ir THICKr RE•CINCREIEF•UNMTI8N.3M•rn HEwHEATrr �•\E) E%TERIOROPMUNMTIINSMETOEENMPPRDOFEDFERNYS EXUBJEOR OF FOUNMTONS ARE TO BE M PPRNFM PER N YS V O ' RESIDENTIAL CODE WITH A BITUMINOUS COATING RESIDENTIAL CODE WITH A BITUMINOUS COATING T O' 3) FOUNDATION TO HAVE H'%R'CONCRETE R%.) KEYMAY FNTIN4 2) FIVN DATION TO HAVE 24-MT CONCRETE(RM.) KFYYAY FORCING, yy y ¢ M1ETAININGW HO IING$TO HAVE a- LOU- ALL NOVI TO ANY i NGS TO HAVE 3-P5 CONLIN LOUIS RE-LAR.ALL FNI'INGS TO REST P-5 is . ON UNDIFN MM SMI (MINIMUM MEDIA CAPK FLY) ON LIN MSNMEO$WE(MINIMUM 3MM CAPAC rtY) y t 3)_. FOUNDATION 5W1 M T4"THICK 3M•NI GOECKI Ni COMPARED FILL 31 FOUNDATION SW TO BE I'THIC"MMi CONCRETE IN COMPACTED FELL.FELL. N IN LIIS'EXPANSION HIM AMTEMAL WHERE SW MEETS"JOIN ING INECTALL V2-EXPANSION JOINT MATERIAL"WE SW MECR ADMIXING F ` WALLS COLUMNS MUST ALSO BEBLKFED OUT AND ISOLATED HMM THE ANSUMN,MXSi A(51BEMKKEPOUTANP"NRDFROMTIE EST ' . ROF THE CAR K THE t K4WS AT COLUMN BASES SHOULD BE SMARE FR OF THEM i EOCKPUTS AT COLUMN BAS{SHOULD BE SQUARE AND POSRNNED 50 THAT THE POINTS OF THE SQUARE MEET THE CONTROL AND SOSITONEP M THAT THE MINTS OF THE SQUARE MEET TSE CONTROL JOINTS CONTROL APPLY SHOULD BE NO LESS THAN ONEgURH THE HINTS (LONTREORMINTSSHOULD BENQEUTNN ONE FWRTHTHE 1. THICKNESSIDIFTHEAUJI IN AMIMUSAMISTSPACINGSHOULDNK IMM ViHICKNESSIF MFSW IN DEFlH MAMMUMRIN ACGSHMILD EQUAL V R'- W SWHITH MAXIMUM WIM JOT SPACING FOR HNCH THICK SIS TO BE hY MBH MAXIMUMHW IWSPCl MR41NCHTICK5I5TOSENI rl SE) MORE THAN IF FEETMORE THAN If FEET v K FOUNDATION PLAN <� - ' '. SCALE: 1/4" = 1' " �0 R y 1MVlIJ MI/FLl FAI SCALE 1N'=1'Y IDDM M,TJ M,U13 SI£ii N11A1GR MEA TO PRIME AND PNM ALL DOOR EDGES TO MAINTAIN NTMROM1 SHALLMTM ARCHITECT IF ANY DISCREPANCIES BETWEEN THE MEWING THE AECNCATIINS AND THE FIELD CONDITIONS,AND SHALL REQUESTCURIFICATON BEFORE COMMENCING WORK CD FY ALL GENEMLCONTMCTOM1DCMRDINATEMEMNGWIIH EMWAPPRNALIFALL UENEIGLCONTRAROR SHALL BE RESPONSIBLE FOR AWUILDING DEPARTMENT INSPE IMS A-3a ANVFACTURNKY WAM1MNTE AND SHALL BE NSPECTM TO VERIFY ALLWYRF C AND CONDRION S A114MITE INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR COMIN UATNN IF WIRE D.C.EIFCl1UC PLUMING ANDHVK PFMATI INSULATING AND 5HEETRICIUNG AND SHALL SECURETHE<NOPRINTER RECEIVING FINAL PAYMENT FROM N'MERf BENRI•NS �Uo o� cK DECK 20'-0 ' 35--0-0 i'-0w upp 30-3 Npp FWUwII 'IW1432 2 TMU633 I� (3)3%U H.F (3)2x1. R O j : • • F4 L _ K 7'I OO V] a 3 �J 00 p D GR KITCYENT F I� • (rl y PANTO II 13'-GI 'z' b }/.�� rv2n ML�) 3/n• EEL nLT f3LMLu_FsxT_�. n I i WALK-IN : 3, OIC • ii._i„ iT-0 31/32 + f 1 x' CLOSET HALF n U O = SI yZ IV-1 31 32" i•-11" ­C.VL ----.____ IW F, y_0, . -�„ 117/0 ML 5 TW3wG •-- •-- � � � rl --- - Ic LIVING LOOM a m O s . u : 3 I ;I� r IA 12x12 RI MUDRO IY IIS OFFICE :I" ./GxcMicNR CJ MLH.F N) r 1So7F TVXAM& i ENTRY FWL3w,1,.NfI1M1 . �' -„ ± 1D112PIT V d o , Y )i%LH _ }} W iJ'-lOze'ry w Z do COVERED PORCW I I + 9 (3)2%14 HEADER a 3 .w39F c, r. .€ � 3 r l � .. O. � _0. 4. .. . i 3. 4.. G _O. , ..� 0 v 14' O" i'-0" 13'-O' < 35P-Glp y F 1ST. FLOOR PLAN II x1ARU:EFGHTATfVUNLE33•FIIERWISENNED 6) ALLE KIOR•RNINCSTOMWDNGN.MNUM1FNGMNSW PE x APPLICABLE POVIDE REINPMRCI FMMD3WRH FASTENING EJ / � � 2) EME WALLS T• RE PLAYER WITH 2xUFtl STURS AT IV C HARWAREUNLESS•FNINGS HAVE IMPACT GLAZING SCAT E: 1/4" = 1L 3) ExiFRI•R SHEATHING TO RE LC'TH rcx FIR COX FLY\N•D n MULLS TO It FMVIDM WITH 2 2 DEn SND III ANOURUE N FLOOR IN3TS UN PER PARALLEL WALLS A3 EPROVIDE .) INSULATE ALLF RIRR ANDINTEXIM WALLS 2M WALLS AT R19 LIMN45MCE OwM Fi RKKINGATI••C ANDMIMAN AN113MWAL6Mg3 5) PR2%U642HWOMWRALLRRNINGUNLESS q INSUURCEIUNGSWTHRAINSUPTI•N EM1ED ALLOPENINGGGIVI TRHAVE2MCKSNDS •N EACH SIN•F OPENING PROVIDE 31ACKSTMS•N EACH SIDE FOR Iq AU WALLS AND CEILINGST•PE MOORED WRH IR'SHEAwF. MICR•IAM LEADERS 111 INSTALL SM•KF AND CO DETECT11 PER CNE •~A' {r U 1 • i .PAWN pH ILS pD SCALE 1N'=1'-Y JOB A, '1 Y+ J1i3�Yf+• MRT=GM2N3 gyp+ SHII NIIDORR PAINTER TO MIME AND PAINT ALL NOM1 EDLFsiO MAINTAIN COMMR•R SHALL NOUN ARCHRECT OF ANYDISCREPANCIES PEIWEEN TEDMWINOS.TIE SPECIFICATIONS.ALSO THE CONDITIONS,AM SHALL REQUESTCIMIFICATION EEMM1E COMMENCING CONTMR•RSHALLVERINALL MLCIMMROM1TOCNRNNATE MEETING WTN•WNEM1S MFAPMOVA:OFALL 4 MLCOMMCTIR SHALL PF NSPON3p1E F1RALL.UILNNG DEPARTMENT INAERI•NS A-3b MANUFKNMM WARRANTYHINT ALLSHALL DREDGES MCTFDT•VERIFYALL WORx C:1. RAL M.SITE INCLUDING BUILDING AND SrtECLFAMNCE3MMELIVMYNE.UIPMENT AND MAlEM1P6,AM REMEDY ALLDISCNPAN<IESWTH ARCHrt[CT PRIOR TO iHECOMMENCEMNiNCONTNVA9NREWORK MIKH ELERRILRVMl AMD HVAC PRIOR TO INSUUTING ANDSHEETRKKINL MDFSHALLSECURETECN•MgRARECEIVINGHNALEAYMFNTFROMOWNEM AINI •NS TW3432 TW2432 (3)2xf HM InFIT 7fS O O - BATH `J e FEE Nel MASTER BATH ED w G'-0' '-5 B'-1 0 • : : _ _- - o 3 y I ' - BEDROOM Na 2 n # -- - C - - - - - - _ RA LT;- NE .0 c.. w ER 3%x Y WCAL0LK5-tTIN " e WTVAI VI, x j RO / • ze YEly 11SID AN PIT AN R W i ; OO VE4 In m ,-SNA BATH r�7, _ v NV•. 1L11 PATm 3e MluucFX2F HLMM - 32w W3FW5H fMM X._. . — . — . . — . � L _ . — . — . — . • IN MASTER BEDROOM �_ n -1 ro CYn .___... r F, LUNCHIEW ` T� 13)3% HM SACRY XG yy \ A IL FWHFA{IIAttR 0 ^ pINSTALL CALL MX2 C•LLMTIES AT 9'•C 61 ICE Ca WITHW rANIAYRE TO USED IN ALL VALUES AN•IMEM1SECTI•NS '.p O � ❑ WITH RNfAW 51•E WALLSfMIU4 iRAM We AIEM, Al x ° BEDROOM Na I 31 ALL rPTE55HALLFUMTAi•MREb WTH LGH OR CALVIN[ZED 2 •I � _ NO SCREW,WITH WASH El AT EACH MFRM1 ZINNeXT INSTALL UN•FIlPYMENT•N VAST/•M1r RLYWODWR SHEATH I NO j ROOF PLAN MUSYBESKYANDCLL,NFRIGRT•INSTALLINGUN.ERIATMENT HE 3) AFttY VP'THIIX FIR CM SHEATHINO•VER NOF FMME VN•ELAYMENT IS N•T TO RE MFT E%NSE•TO ELEMENTS AT EN••F TEE C '7 TARR UNTIL ALL RNFING E - O e�nO / A) APPLY METAL DRIP ME OF ANY UNCAL ALONG MKE EAGES AM COMPLETE MISS,YOUTH HMW�Ntt -� B M" � v SCALE: 1/9" = 1' DIM1Ecm»THE PECK ALONG MVESM1%M M L f�.RY...SIaTIu� Ol q INSTALL ASPHALT ROOFING AS PER MANUFACTURES WRITTEN INSTRUCTIONS 5) USE 3MFELT UNOEM1UYMFNi WTH ASPHALT ROOFING IN AREAS W/ USE WLVANREgTIND CMTFOI ROOFING NAILCII -1 12 ORANGE WELH D ♦12•RESfM1NFHTCX USE ICEf WATER SOVIET VNOfRMVMEM USE 63MMA HEADS LONG ENOUGH PC PENCTIUME WHISHINVLH OUT NET (312w XOR SHFARGLE SURFACE ILL I ____ __ __ _ _ USEf MIII TO SHINGLE NNAARE»RE FLUSH WITH SHINDIES RVi NOt 2-TORONTO 7V-0N 7F—Om V-81CIPP 14' 0" 7'-6IG" 13p—CEYl FLY 35'-0" EY IS IS M II C ELL NO HEIGHT AT RY f) MULUARETHEPM1OViOMWITE3-2XDH2 VORMTSUNLESS ^ MHER'YISENMFO 'T. 31EXRM1IORWA46TNEFMMEO WTN 3%F OFX35TUOSATIPOC Z) WHEWISENwRIORAM IMWFWAW 2%f WALLS Ai RA 3) EMERIORSHGTINCTO RE V3'THICK FIR Ox PLYWNO AN 2w WAISATR13 2ND , FLOOR PLAN 9P EKW3w ED ALLOP6GS EVER 3 FENINGSVE 2 L q INSUPTE TOL BE PRWI OTA INA IRAQSAC UTXOML tl (r P � C/�� / OTXEON ENMO ALL OPENINGS OVER3Fi »HAVE3IMK SECTNNSTORE PROVIDED WIiXA PWIREI RF THICK ROOF ! Y •, J\.TYLE. S 4 = S SECRET ON fACH SIMM MNING DAN ARGEON AND FROMV EDORFAPANIAEIAEPW HOUSE C igRFMERIOR WALVURIMIXNSFON N p ELS WITSM Y N 51 ALL WHE%IEM1NEPE CABLE P IDH AVUE31LNilIONPAVPLMDES UTXEDRALFNFPARTS V WINGSRACE III35l FT FASTENING HARDWARE UNOS ORNDE �HIVE IMPNACT LLVSNL f) ALL WALLS AND CEIUNGS TO RE PM1NIMO WITH I/3'SXFERT MTHTO RE MDrS M RESISTANT SHEETROCK STORMWATER MANAGEMENT DETAILS • INTALLSMOKE MWC.. . SPER CODE WIUN��P���SEL��EWIWELLMAUv AM) ALLN.T.S. WW GET yuTrF{{ DOWuzruTz tlWLOE A. • u • my Rwen.uvuMMnu �THE PENTAXI OF SHE OR'All ALL AT.1 HART 2 IV'IVAN'�A a 3 Hi 11 2320 AD 0 MIC0,H1 �' � 5 2700 ll In <MMCINFIRE ANXIETY IF TOM FIFITHE In, ART ' ' "'" )CEIU GTI MN�LLC6r4n��SHOU�IEDE�VEN�ILA � � � nMn ER uirPRN ION �HRP%*�LENT�ICMKMIC"T�NA�AN&CL�1NOFN �HE NORMAN ,XFAL REDUCE \ III MxmOM w+EEO.w�u»mvs.TaD.DAwTrIFxw•iFuvrrsuD F AT FRO � U LEE 'M M T :Y MK Mx x. V VIRUSES_ OWXYLAIN PRICE AT SIR CRY ARE MICRON INTEL�UM IN MANDI ANY x,Mruua•uixrcenau Mmne,•.wr .[q XNA..•[Fa•nvwna, MMS 1F My NEUCIN�RU�SEND DELAYED UNTIL 111 15 VVYININI CALREACTUf 131 1) CLITTERI TO A�E'�� IF .._ . MM. .x.ALA 0 NATION SOFFIT DETAIL M EFILL.A,GENERATE RwlNPCPLA,„wERFRIEND� � MVM,.•A / MxNT_M.D M .TA, ' SCALE0.750" I P DRY OUTS TO DE 2Y MIN AT AWAY FROM XDIKE •Iiuitrcullu,rlwATs,RRMaMT µBi, m,.ew er,an,rc•neuu MJ•wm.w•nra.rAAneuwl, r Oxrinw.v %• > AYBE W/MR RI�Ci. ff, Iu=Pr • Mx fD � N•AMH15 L^ SIAEiNUAfR MR ANNE ALL EDGE TO MAINTAIN COMMCTORSHALLNOTFYAM1CHITFCT OF ANY DISCREPANCIES BETWEEN THE AMWINOS THE SPECIFICATIONS,AND THE iINECOWRIONS,AND SHALL KEDVEHF CLARIFICATION CLOSECOMMENCING Dell CONTRACTOR SHALL VERN ALL LRJEMLONIMC»R»CMrINATE MEETING WITI OWNERS FOR APPROVAL Al GENEMLONIMRDFSFNLL RE RMONSIRLE FOR ALL MIMING AEPARMfMINDfCTIONE NUfAMM1E 5EWARMNttAW�•LLBEIN9ECTOTIVERIFY ALL WEST DIMENSNNSANA CINDITIONSAi1M SIP.INCWDINLBUIOINL AND SITE CLEARANCES HROfLIVERY6EQUIPMENT ANOMATEMALS.ANOM1FMOY RUUUE).VICIES WITi ARC RPRIMTOTIiE<OMMENCFMENTIR CONTINUATION OF VNM1K HVAC PRIM TO INSULATING ME SHEETROCKING Of PROF»RECEINNG FINN PAYMWT FROM OWN ERS ElVIyINS UYMXUan ML III ELI n Il - y41 l li it 4 i � i � 1 it ` 14 1MtQ4 III I�I � I I( I -Is � �}� III • I•� '4•zayc � I I • I IF I I I' � I ... 3xB Mx3a nG•K ._-- r IIII 11 { I Di Ell ED J'R'�•` A ♦� 1I' \ I'I, i'� 1 `I II Vl Bill'' w TI II) `III1 �11h ',T, Q� � � f :(2'11mi[xiAfN � � *El I .M1M1 ursuorum 11 1 I I IIII I I lll• I `_�_ 1.111 / I Ilk 4eN Ir• 34g1cK wnnrzv ovK y - Y -- - L = (3) URM ]n ML uuNu•` " �� III Yl I I I IJV "N wr(213r4'nSFL TYPICAL WINDOW OPENING •� p o y • OPENING) " I IIII Iii ' I ��• ® Ra4 TYPICAL DOOR OPENING F A K ILLss,OPnr-wr4mmG1 �tl N14 Yu1` ,'SNitNR O W Q _ ru•n•mw 147MT11234016 C SE/ T11]3r•li'K ]%F ACI tI IfK _ _ _ "13R%I3 AC• 13111 L4 ML 111)n ML AClSrPTE 134 K141AER a O 0/ '00 i� l -='A'-= �� i. '- I 1 �-I -- I�-I I I� n ": � wl4uis*EE��FAM TEunlrnuscu u•l. clrvc nER � III / i 1 7 ® • �i''. - M aEorvc PR•OFrW WJ „R24EX24l CONCFYG (HONG - I �� I IIVI 1 . ---- II '1 ;113III ' ,'il 'I �EII il''I ' IJ I, SECTION A-A oo SCALE: 1/4" _ 11 x F Mo. IT T11 f L I l� L.1'l1YL. w G I-a m O In 3L(SURCHARGE)L \sJl CANE 1'-0" ur 44REMR WATERPROOF TYPICAL MULTIPLE DPENINGS •24"•< sr n RA ILL I (WRETMN4+w•Y•ONINM CONC RETE 35N 151 CSTEVE!EL STENYSI 4• MNVILANUL • . • — IIII III� . AR _ _ STAN FACE rRE C•ATEN• 4RE•A BACKFILL FRT •2 I ^ E WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL MERI.R FULLER R .•WEL TI (MAX). N• ,RED I S MPMTABU168914 US$ PSI CODE nnvE FK OPENING IR. ECT1wa HE NOT USINGIMMCT(NunuL) VERTICAL EXPANSION JOINT OR 21 12 92 MNWRE DEBBIE PROTECTION FASTENING SgI MRW bt WCNNL PMM5 .SrR1[TIRALPANI WrtH A MINIMUM mIWNRw 1114^ • •` £ RI'MMHING M1i•CIIM' MM'E PIN TAHiiMV WILRINGS rAXELS 5XA1L4E TREMA INEWAY TO RE SLOPED VLFWALL ^ x •REN6WIIH NATIACHMEW�A rR DE4 (nKKT•SECMN Ill IM65ANt TALLElM 14•FNYS R6IRFTIAL L F2 III PIP AWAY WALL PITCH A. Z XC••E) IMISISWTASU•SrtM14NMRw GNTESfURE KLLNENING5MU"AVEtGA•HI1}MFUlGM146WHEREMLIG Mf REAR WATERPROOF R ILL •_4i^ 4 12" T• WAL = • 2 ALI PANELS MI BE CUT TO IoUSE•N ANY NFN WINNERS ANRNMS SHUTTERS MEET A HARPER FOR WHAT MENIXG IT N TO III •34'K ST V - IIII IIII HMM'Al1E MU5l A4C4BIFAVYRAIN �HUSIKS FOR INSTALLATION , wwl� •' • \ rF[ f'.n. .MIN 11l l. SF•NE FACE • , a 111111 A C 'E f EXTERIOR D ♦ AD . • III 111 w 3 VERTICAL CONTROL POINT III III=IIII III ill RwI Fi FIGHT RETAINING WALL SCii — E' UC, Q I. MASON AND GENERAL CONTRACTOR TO FUO OUT RETAINING WALL IN i. CONCRETE WALLS TO MEET OR EXCEED NYS IfI.M. CODE FOR1 1M 114 W FIELD AND REVIEW WITH ARCHITECT PRIOR TO iU1LDING FORMS. CONCRETE MASONRY STRUCTURES. CONCRETE: 3500 Psi c• I "" Ic' c• IN a ,u+ '1. 14• 2. VERIFY HEIGHTS OF GRADE IN FIELD. RETAINING WALL AND FOOTING TO f. TOP OF MASONRY WALLS TO BE CARED. 1 BE BASED ON HIGHEST ("H") REQUIRED WALL HEIGHT. 10 ALLOW 24 HOURS FOR MASORY TO SET UP BEFORE GROUTING 3. PROVIDE CONTROL JOINTS IN CONCRETE RETAINING WALLS AT 250C +/T POUR GROUT IN 4' LAYERS, WITH ONE HOUR BETWEEN EACH SINT .AI EVERY FOURTH CONTROL JOINT TO BE AN EXPANSION JOINT. FOUR. ALLOW SEVEN DAYS FOR FINISHED WALLS TO SET BEFORE LA BACKFILLING. PREVENT WATER FROM ACCUMULATING BEHIND 4. ALL CONTROL JOINTS TO HAVE KEYS WALLS BY MEANS OF WEEP HOLES AND DRAIN PIPE AS SHOWN c0I c• S. EXPANSION JOINTS TO HAVE 12" LONG. X4 DOWELS Q 12"0C. Il. BACK FILL SOIL TO BE COMPACTED TO 90% DENSITY w/ 12" LIFTS. AlLY G. CONCRETE KEYS TO BE USED AS INDICATED ON DETAIL 12 HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT WITHIN yrs' 0 sure pr r[n f•OTIR<Hn MUCH — EIGHT FEET OF WALL OR EQUAL TO TOTAL HEIGHT (FROM FOOTING) IR ]. ALL DOWELS AND REBATE TO BE COATED STEEL REINFORCEMENT OF WALL 4 .1 PLUMBING SCHEMATIC TMF Hill mcsmN BARSTO BECOMPLIANTWITH ASTM STANDARDS. ALLBARSTO r PMNN tHIM$ BE SECURED IN PUCE AFTER ALL MASONRY WORK HAS BEEN 13. FOOTINGS TO BE INSTALLED ON UNDISTURBED SOIL WITH A MINIMUM kkk ° 03233• F COMPLETED AND BEFORE GROUTING STEEL PoREARING BEARING CAPACITY OF 3500PSI • E !w P score lu�rr N.T.S. "-- �, M..iw,uu sxAerrvuM.EK FiE PRIME AND PAINT ALL POOR CONTRACTOR SHALLNHIFV ARCHrtECi M ANY DISCREPANCIES•EIWEEN TIUMWINGR THE 5PECIHCATONS.AND THE HEM C.NRVIllAND SHALL REQUEST MRIFICANN BEFORE COMMENCING WNK CONTRACTOR SHALL VEMiY ALL TRACTOR TO COORDINATE MEETING WITH W ERS NR GGLALOFALL MRAROR SHALLOP RESPONSIBLE MR ALL BUILDING DEPARTMENT INSPEGGEMS A- 5 MANVFACTVREM1'3 WARMNIYANO SHALLEINSPERM TO VERIFYALLWYRK DIMENSIONSANt CONO1TIONSATIN SITE IN<LVOIN4BUIMIN4 ANO SITECLEAMNCES Nr OFLNFM1V OF EIUIFMEMANIMATEM1IA6.ANO M1EMMV ALLDISCRErANCIESWRH MCH rR11RiO1XECOMMENCEMENTOR<ONENVAEON OF WORK NV4H E¢CThIG PLUMBING AND HVACmNiOINSVMENL AN.eHEETRKgN4 • TO M1KEIVINL FINAL PAYMENT FROM OSNERi RMSIRNS NYS ENERGY COMPLIANCE NOTES FOUNDATION CRAWL SPACE: WINDOWS AND DOORS THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM ACCORDING TO THE COMPLIANCE ANALYSIS 1) INSULATE HEADER UNCONDITIONED BASEMENTS 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE I) INSULATE THE FLOOR ABOVE THE BASEMENT REFER TO PLANS FOR REQUIRED R-VALUE 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2) INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR :RESChCg* SOMAkweversba4.5 BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK FIBERGLASS 3) INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 0 ..tN ALONE IS NOT ADEQUATE 4) SEAL DUCTS IN BASEMENT. 5) SEAL AIR LEAKSIN GTHE FLOOR SYSTEM BETWEEN S.THE A BASEMENT AND THE FIRST FLOOR, Compliance ;CeFtWwRI t WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS. AND WEATHER STRIPPING ON THE ! l`l {IRB�L t). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2) AN NOT USE E WARXUANTY. FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. AFL PLUMBING AND ELECIRICAL SEALING BAND JOISTS DURING CONSTRUCTION. 1) CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2) APPLY ADHESIVE TO TOP OF MND JOIST AND UY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED 4) CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. lidminiiiiiip Uj RECESSED LIGHTS. SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): .� O RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG y�� CONTACT ("IC" RATED). AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502 1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. cm T"Pow ���Br1my1 ' 'x INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS AB�fT�C r�cnaalmomins Q 0 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2 0 CFM, (ASTM E 223). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DEC& W iVPJI1Ba �"lQ FA ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED THIS REQUIREMENT CAN ALSO 1) FULL INSULATE JOIST CAVITIES Ate, L C K BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS _ .0 4 L>••I SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: PYEdtiw QA-I IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOTWATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THEWATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: consfantBB\ ENE: ommwdp4pmaw HEAT LOSS. GEN FINALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 41- O C AND AS NEEDED FOR NAILERS IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. riL/ow'= TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAILINTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES aslowullaft3 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS HEATINGVENTILATION A AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: I). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SURFLOOR HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1 2) SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. y F- 3) SEAL SUBFLOOK J019S WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: 4) SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE �� Bt �' WINDS �� w THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. 1wow4m�ubmw� x O ECCCNYS 5032 NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL 'BB��BiB�, I,BiL1�J�RB�Ly„�WYG ..��yB�.RL MINIMUM EFFICIENCY STANDARDS ATTACHED GARAGE: O HVAC CONTROLS 1) IF LIVING SPACE ABOVE, SEAL ALL SURFLOOR PENETRATIONS ABOVE GARAGE 0 m0 CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3 2 AND 503.3.5. TEMPERATURE a 2) SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR 15 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SOMALEAL ALL PENETRATIONSTHROUGHAND ROCKING. LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS .f.��L.�. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: liBDzY 1} 4Rr_/Basi1BBBBBBI�d � yX4 31 �./ ■JO 42 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING. CAULK AT TEMPERATURE. TOP PLATES. Cai}Llit�OBiDy�E"a(_T41BBD>< �.7M 33 Tri J12 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED, WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: cmilimwg2- r � _calm! Is 3" U Mar 2 F' EG GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1) SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER R E 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE IMBi 3o 1Y��iB�DG. �P mac. 3.31M L DUCTS AND PIPES FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 5 'ill- DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3) SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. �� C{��j�_!1•BEfilBiwB�E' cam SIR � a�• � 3 UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE OCL shoi wE L� 13 R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5 3) KNEE WALL SUPPORTING ROOF 4 Z DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO Dow z-Now 39 •� 4 , MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION ��ZBB�'FDBBIC �( ✓•t x,71! r! �! is MIN R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR IiANOR Z- I hMiFMMMMWiibr " fwlE 711; a3m m DUCT SEALING INSUW�TE. 13 DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOIR UNDEDORSCALLULD BE SCALUFFED LOPED ITS FULLTHICKNESS, HOT COMPRESSED, AND OBS. W� �` �.� D MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TABES HEELING UL It1A MAY BE USED FOR RIGID FUER DUCTS. TAPES MEETING FILL THE CAVITY. UL IRB MAY BE USED FOR FLEX DUCTS DUCT TAPE IS NOT ALLOWED FOR DUCT O INSULATION SHOULD LI SNUG CONTACT WITH ALL WALL CONTACT PLATES, SHEATHING F IT r, n SEALING. AND DRYWALL. IN CEILING AND FLOORS, SHOULD RE IN CONTAR WITH THE DRYWALL WRITTEN MATERIALS OR SUIFLOOR AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. y WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT LN, WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: RBGG TO SUCH MATERIAL IS ALSO ACCEPTABLE INSULATION SHOULD R SPILT AROUND WIRES AND SMALL PIPES: CUT AROUND < ELECTRICAL BOXES. URGER PIPES AND OTHER OBSTACLES: AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. REDUCED t2 T EVERY BATHROOM S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES. THE FAN ACTUALLY WORKS, USE RIGID OR ULD ELE METAL DUBS AND KEEP RUNS AS SHORT FACED OR SO THAT D HE MARKINGS GS ARE AND RIGID FOAM INSULATION MUST RE � ommommor � '� 7 Z AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISULE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS VENTILATION : MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHNAE STANDARD 62-2003 AND ATTIC HATCHES. SCUTTLES, PULLDOWN STAIRS, etc MUST BE INSULATED TO THE Iti THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALVE AS THE SURROUNDING AREA I ! VENTILATION RATES. R a CATHEDRAL CEILINGS. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1) PROVIDE I" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. • +" DRAwry Ax/wt INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN METERS OVER WALL PLATE ":` 1 xnu va=rx ION If is 02233" N.m.Rw.vLs IF Ns1 sleerNtmnBrt A-6 MµVFKNRER'SWMRANIYAND SHLLLRE INSPECTED 11VEUttALLWIM1K NSIINSAW<INPRIINS Ai IIB SCFE INCLUDING EUIUINL AND AEE CLIA FIR BEWERY IF HUIPMEM ANP MATERIALS ANI REMRY ALL wKREMNGINWHARCHrtER ER10K TI THE CIMMENCEMEM IRCIN➢NUAilIN6WYRR RIU4HELECTRIC PLUMBING,AND HVAC MJIRDINSUU9NG ANISHEETM1KgNG NR5XMl5KVRE THE CHIRAIRTI RECEMNL FINAL i,LMnVNEM1S M1MSism WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USI' METAL CONNECTORS FOR PROPER WIND RESISTANT l GOOD CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. HEN swu, ErmwaLL cRJULYFPLE so AAFTFL WALL STUD BOTTOM RATE MISE M1E.GER LEDGER 14HNO DOUBLE AISi SIUEWALL RORER JOCK STILL' RSRUSE 11111 ER GEST RV PJN AR:,G PRI HOLD IJm. CONNECT -J ;loe OF ALLCIRNER3 IST AGES 4i ANC HOF Tl FOUNDATION W/ ANCHOR .AL6 NN EC' i1 4:E OF ILL C9NERS JN LOF Inr)N UAL NUMIER DESCRIPTION AIT LI!APM LOPATION U9 NUMIER DECC RVPLN APPLICATION BATS / SPA TUBE TI HAVE A DOUBLE FLOOR JOISTS UNDER FOR AIDED SUPPORT RAPIER SIZEUSP NUMBER! DESCRIPTION RIRgN ARLICA WN HGLD OJWN IOIH IIT RATE OE _NC FL A ' ^ND TLP SUPPORT EACH WALL RUNNING PARALLEL SIXTH THE NOR 2ND ASIA, ANC HOF RATES OF IST rLUUR ANNEbT IH Ru 1GH ALL IFFNIN G] STA I2 1-14'•C' EOP S-RAP REPLY TO EACH ACY SNUB RVIF LSU4 -I/C 124" ?IC^ "TR AF PLY UKP ROUGE TO EACH RAFTS _ E-2.O LANE 1ig. SLOPE HANGER PELF TO EACH RAPER / LEDG EF JOIST DIREC 9ON NiW (2) NSTD UNDER WALL E RJORS IDEA H JTH ER W: T4 READED RLC ALL OPENING] ED JR R7 ryWWN ANCHOR II TO EACH CRIPPLE STN FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE _NL LSZIO 1OR. SLOPE HANGER RELY TO EACH RAFTER / LEIGER BLOCKING 024 OF W WALL c JI GS' � Lou THADUGH-ROOF EXHAUST OXTTEDB SELECTED CONTRACTOR O lI METAL SIDAP FISH C PICKET AT TOP SIDE OF CURREN KNTLAMN CHANNEL A RIM IIARC 5 REQUIRED RAFTER Q p SILL RATED SI WALT :HF ATHING kifTE]S MAINTAIN F� F • • • • :NEWALL FLASHING v[un L.nlu WOOD MIST COX) UK FOUNDATION _ _ TOP RATE IUCFING SIR FINIGH WALL AN MOISTURE 2,41FWER BLOCKING py OF STUPING M BE ATTACHED ID WALL :TLS O4f DC EARLIER TO LAP FLASHING L4 'FiEEL DIST O O AND ALL WINDOW:DOUR DEPTH, JACK ETJ- T WALL -- MAINTAIN CAR ATTIC SHALL BE PRO LADED N1TH A FASCIA �/ U FLOIP UP ST CEPIH l5P NUMBER DESC HIY IICN ARLIf ATNN BETWEEN 0 AI FINISH WN MINIMUM NET FREE VENTILATING AREA ROPING 1L RE s1 ASPJ Nf. WALL STN NOT LESS THAN 1/154 OF THE AREA OF GUTTER INSTALL RISC 06 P, I THE SPACE VENTILATED ALL OPENINGS NLo GIRDER a 4' - ef�41-1, 4 ,.4' OSHA ST +N JACK =n JS SHALL IE COVERED WITH CORROSION- INTO SCREENED VENT n .LL OPENINGS PPDY UE HEMMED EDGE AT PESOSTART F I MESH ALNIM MESH ,JNTN SOFFIT / ERT PLYWNQENINGS OF . INLH IN RMENSIJNINSTALL 4'O" O C DASHING TO FORM CHANNELLHC ATI9N USP NUML ER DESL PR TJN ARUC AT DNL" 14" 15yG 9F4 ANG JA:Y. 3TUCS NA1 O AN TO MAINTAIN AIF SOFFlTED EASE S P Tq P EKNT CAFlC4 _ eROPIER +Tv t1-3/4iCn iLlwry AJi H1R ECi IDCN ALL JF SOILAGE AbTON EACH PALTER MOVIE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 40 D C ROOF VENTILATOR / NKR TEARING WALLS AND HEADERS 1C - 1C1-1:1"•]E" iCM1. STRIP AND JACK SLASH G' - I. NAF v PPLO ^1-1/4' v idle TYNAN ANL HUR CONNECT iL SFiFFITED PAVE DETAIL M ALL OPENINGS LEP ROOFING NAILS JUT EACH RAFTER 2141 FLOOR WILL OF FLASHING ROOFING V=S RATE GUSHING 1 INCHES BASE FLASHING WRVS CORNERS RASH I RIDSE C R 6 AME EXTENDS INCHES N.N a LINE AT MATERIAL AS ROOFING V SIDES 4 INCH Ee UPS N4ILEO TO SHEATHING SHINGLES AT RASE MIN J INCITE' SA0 THROUGH VENT r� P1 lMO1 JOIST OC TOP PLACE GIR DER/HEADER HO IfT FLOOR WALL ^LAPPING N EE ATTACHED TO WALL STNS OAYYC SUE WALL RI:RING WOOD JGIST 0 HO AN GE AND ALL 'RONDO SFDOOR OPENING JAI• ^LS METAL FUSHC3 AT ALL E VOO IOEXISTS, WALL :T'JI FLOOR JOGT BEFTH USF NL MI ER DESC FLIRT LN APFLK IileN D RAKES -- PROVIDE M GES EO AS TO FORM DRAINAGE CHANNELS AND RAFTER UNEP LL RII' 1! PREVENT CAMLUFY CnON pi 1' - G" LSTA3C -1 /4"tlG" IGGo +IPAP ANL JACO STW2 LOCATION USP VU MIER SPOT VTNN AFPLIC BION PRE-MANUFACTUPED N ALL JP WINGS PREP SHEATHING MIN 1-14 A RtiTI LL 4T IT RARER RATE RTIC PHELAN ANC HOP CONNECT ACID LAGER M FOIJ$ IM PEAK O ALLOW FREE ALL JOI515 CONNECTED R A FLUSH HEADER L BE SUPPI SIXTH / RAFTER TO PAL-E DOER IGT T1 THE PROPER STEEL LHI HEC TIRE ]' - IG' MeL ALC - f•4Y' 169a STIRV rtD HALF SINK V EDGE ry SORE AIR PASSAGE IF AL LE. SEL LSIRO JOISTS AMBO E 4 HIGHER DAN LVL HEARERS C ONNE!T UNEP O° RGOF TO ALLOW FDF SHRINKAGE f REDUCE DUMP OUT$ JII qL OR'IING= PLATE, WALL SP W4 STUF FUTF ANCHOR PU TES 9 EACH SND OOL SILL RATE o TERMITE CASKET MITE SHIELD d� SUR PLSOR IN ANC 5 L. MOO MISTS i CM( SOAR ' NEOPRENE __ _ Y� TV COLD MPPR FOUNDATION S A fi MIL POLI GASKET `.G /iJ CONTINUOUS NN ID PLACE S OOF SPURRED GR AN.IM FII _ I4LRI TO STEEL TEAM WTi GMIL FOL ON EXTERIOR 5 ^ W STEEL CGWMN 1/2 " DIA ROLr •' 5041' u< STAG + } i \ ( ROOF JACK Z A{ -\ L R ` CJNC DUMB 'A ' ANCHOR DOLT EMBEDMENT JJ (\\A STEEL TEAM tl 2e jT O. COMPACT =ILL PQUREO CONCRETE J' C A 1 /4" x I" STEEL F L A + r BLLLK WALL 15 LLL l + • O I ROOFING LAPS TP AND BOTTOM PLATE u nwa, PLATING p.N (L • FLASHING AT WI,H 1 /E' . i• a � COST$NE Rc , • Iv .A L . surfs nun LR ANcen ufr A n NL HOP wu ea wsL TJN USE VAIN IF 5111E WASHERS 1/z' GROUT • y • ILS= uP551 UR nsO) CC i 3 RpNgPCINP CAR FO UIU YPN Sq' DIA ANCHM LILT ___ 3" STEEL COLUMN F BRAIN TILE + B I + ANCHOR PATH I CONVECTION SNPORT NC MA eIM UM SMCING FISHING LAPS 1 ( 16 KIPS ) AA SILL RATE TO FOUNDATION ROOFING AT BOTTOM CRAWL TRACE OR FIUNOATON 1 stmt rz" Dc 7GRICAL AGN. FOUNDATION RAFFULL FUL R4R °FS SILL RATE TO FOUNDATION TVIC AL BEAM DETAIL Vqi W NEE =E U LT SPACING MN 3' STEEL .CWMN ANCHORED TO 21 .T' PONT FTG IDEAL SPACE M FOUR lnM 3 CT0RI E5 }G" IC STEEL / BOTTOM BEARING F ALL BOTTOM RATE TO FOUNDATION li STGRIfC 5J' OC < STAK-ON-GRAD'I EDGE JACKS 4 VENTS DETAIL f , U [DNC ALM 1 SNTLOOR W G FJIL) WWM DOOR FR WE FF� y 11 I GARAGE SII T' C OMI T T .. DOOR 'NIST f USE O%4 �IIIIII IIIA Tom_ STEEL BEAM OR IL {' SLOPED P T LATE W/ GNQ NMDA \ CMIMEWAY NOTCH JOIST AND "JUST HEIGHT l V 1' AT EN DIRAWE • 9: 8C • (WITH A NAILING PLATE HIGHER NEEDED) y RID BE APRM 1/r M GHEE THAN S An �-- -- -- -- -- f"`v,• BEAMS ' A nE 1, • A. . STEEL BEAM » ALLOW FOR SHRINKAGE `vZ•• •44,f .''i ' SE A (PROVIDE STRAPPING TD KEEP COSTS AOcnE1) A G'I w WM . _ l uIN •ACA •C.'. On" ~" rvOTFH BEAM FOR VUB,SILL IF REQUIRED — MAXIMUM r wTNM .4eA REINFORCING BARNOTCH CUALE I;4 DEPTH IF • 4 AAX f ^ e • 'e REINFORCING BAR O - DIST DRAIN nLE A SHEET METAL , WE FELT UNDER GEAM AT POINT i P'A A f 12 OF COSTAL i WITH LINO RETE JR UN- RFiCA _ STEEL BEAM `ry CAL 5RATE IB OLTEB iD D r=1C IL CDNC MONI nIV FJUNUTNN RCINFDRCC WITH ('J HAL AFIM1FMCING MAPS THICKEN SLUES BENEATH BEARING WALLS AND LCWMN$ A ASHIMS TO LEVEL IE4MQM 4 REINFORCE FOOTING `MTH (9) g4 REINFORCING BARS 3' MINIMUM BEARING SURFACE FOR WIJD BEAM ( O GARAGE DOOR BUCKOUi N IM1VN M1HHMS 'EAP 1 SCALP t/I'=ly TEAM PU(YEi « IXM N SUET ROILET A015L >7zE 'i NUAULR (5.�� 7 PATTER TO MIME AND MINT ALL N R EDLP TO MAINTAIN C0MMR0RSHALL NI➢F(ARCHrtECi M AVIV RSCM1ELANCIES IFIWEEN TIEDMWIN45 T1E5ffiIFIGTIONS.AND THE FIBO CONRTIIN5 AN 15HALL M1k\UR MRI FIGTNN DEgM1E CNMMNCINGWOM1K pNIMCTOR SHALL VERIFY ALL 4ENEMK0ON ED COORDINATE AUTHOR WITH OWNERS MR APPROVAL OF ALL GENERALCIMRARIE SHALL IS REUONSNLE FIE ALL IUIUINC DEPARTMENT UNDERSCORE Am= MANUFAVITWERG WARRANDE AND SHALL BE INSPECTED TEE VIEW ,LLL LLNRK DIMENSIONS AND MAMUMNSALI TE INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS ANI REMEDY ALLDISCREPANCIES WITH ARCHITECT MDRTO THE COMMENCEMENT ORONTINUATION OF WORK MIgH FLERRC RUMDIN4 AND HVAC MNRTO IN5V Ul1N4 AND 5HEECRNKIN4 N AW SHALLSKVFE THE CNOPROF TO RECEIVING FINAL PAYMENT FROM N'MEM1S M1E HNN JOIST DETAILS no mnf-) /Em'smi PIdsM, at12-wl3-la^I ALLOWABLE HOLES - TJI Joists IR Y•. ,nr'IN 1" (31, INTERMEDIATE[FARING me+v l -N lz-13'1 W2» mx[f be ,,Fn,w ABOVE ATmW,mA rYm lmu e3 rvv warWeY nlNm,n M1WG WALL panel AA mem, I so to x1.W' m1 114'Tie 1 r �NIFIr11ni L»41q Kneh SRM^ Yr .yrnnvyr Fbdiy mnl«rt nm atL mry Ye,quLr wlIF �0 » rcl mtYnn Mar/ rtminimum ,nnrw,ln,ruenn ll 411P 4 au, •r 110, 01 IH 13} m , a. sl 1Boxwmm,„ _ NmmNImrmind e ' m TLe1Nf` Km'I « RnV1v Table A - EMS ak »""`""'mm t^FKHW WI'Mum •• 'N G? 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ESE ROUND RILE CHART l m P! MWve La m•um IvEr IAN, •r X2 »wO mm(SAWARNwe,mmm F•wlnm+rlr»r,rmrmy F•1 1 Ivnn Hrv,»✓wNw fllmt flHrl«nlrminL wnmin n»»n,r,wmnrnarnmmnn Nes nal Pi »�1 2. miL,Kn YI••4ini a»ryw.nr ..r,rwra Tq na^tt Mnier ,Im IMarSn nSLM L O fa m O yrllxn T311NST ATTACHMnsil READING Ll IS CNumn O O Ikeunnrt Trv,nm U Mvn•//nmI mnav n , »[Lens,, amlriL 0. . . SWRN�1•hrw,E.i NR MM II »L Wxl ium N3 mu,IH(i"'val2 L"'I rWhxl2'•c O wum•tre v CRNN OF MULTIPLE PIECES OF m aieTopLoVEW ffMS Ip n LMRINGATCILVMN TMmmrl 13N'Wnfnissime, r« xMn'wn VexNlxallam6L« ELEVATED C COLUMN miningIM A2-E[LY TmYRhmtlIz"•o far 14'AM fee tram, iAM ON COLUMN CRLVMN aKF MSE Zb•Y', i "•nn =I... 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""a""'w r N il.wa raa,wll Nmzlt Irpe or Ad 1 n ^ .rmMn „.L.x.. ,., i_ M .N » FIN = WARNING w nt mma.nNn ,mal 1.11, As Niai .,iww w NHs n[ HM„rt RRYIe viNl4,»f l•xNIY Is I 11 ener �wMn.. own.x iwl N /µ2-a nw•k»r . ,nt. mm NMMFrI•NYnhMh FILLFRand EBMC JJlµµµ"' E�E�I�A�a �J )IMIX , {;yF� nest Mz rin 141 Ir, Moss AWeyeve « Pun wA'r'v/xc NTK m�PART 711"7�r I amxFmmw „M ^ Yh N»rm no"W wn du wnYUY»n on Imm In z,I•u whnh UMM mvel in•m 1i tM Ed mm, NAQW1,� as A x nMAriLNlellmm•M•rvr. WMuwIIIMmILf TV 211 2.1 Ir Ar 11 1; �WALI m A eAhwidndhose di WAININ Yoshi 24 2A 2,12 „ mmn .r - tm ,... n nYM m«rMxr !C, aMWN MNIMS nwst Ana"z1nx SCALL 114%;1 »Ivessam In 44, 1 An 2.6 /n 2.12 Whe rnnmmm 1 Y a 1RLR Mw Nn15 w. ,...«mmm This sheet is intended as a supplement to the Trus Joist Framer's Packet Guide, which shoud k referenced for additional information. m nm,«.m 'Nw .wmw. w ew. Mr»,.A ”"' ' g SHEME NUMILER " :2 A-8 s Re i • PAINTER TO PITME AFTIL ISMITT ALL BOOK CRM QX,1AN NanedsCNITECI OF ANY aWM1EMNCIF3FEIWEENTHE LMACK DTHERAWINGS ELKIFI W IAN MUINLTIEAND DMATTMITI•NS.AND SHALL RIWE1PANCHCLARIFICATION LE RE Pel TO OMMENCING WMMENCMENTSK SHALLVER ION GE ELECNTMRTMl1C oFAC MEERTO WEITATINERSDSHEMWMNG OFNE 4SEC RE THE SHALL MEMiami FOR ALL NIUIN4.flROM"INi•KEVNS ACTURFF'S WAM1MNIV AND SHALL g�INSTrLCTERDAVERIFY ALL WYRK NMENSI«JSAN.CRWITRNS AiIO SrtE INCLVNNL EUIUINWMSITE CIFAMN<K FRRYELNERY«HVIMIEMAWMRFRIALS,ANa REMEDY ALUISCREMNC1F5WrtH ARC XFfIKI MIIRiRTHECIMMENCEMENi RRCRN➢NVA3IRN IFWVRK =ELECTRIC, RUMLIN4 ANa HJAC PRIOR TO INNPTIN4AW 5HELThK'gNL XALL SKVRETIECNHRIRRiR RKEIVIN4 FINAVAVMEN(FRIM W/NEU RMSI{NS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING YR APPROVED USI METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MA(IMVM UPLIFT MAD CAPACITY R MA% KING STUDS 4" DIA MMIMUM CLIMATIC L GEOGRAPHIC DESIGN CRITERIA AFTER CRIRLE STUD GRIUN WIRD SEISMIC FMST WINTER ICESHIEU FLOOD IFDGER SNOW SPEED DESIGN FATHFMN LINE IERMRF DFUY DESIGN UNDERUVMN HAZARK BIKE HEADER LOM (MPH) CATECARY DFtM TFMI REQUIRED 45 U5, 120 1 SEVERE 3FT. MOOEMTF SLIGHT TO II NONE - TO HEAVY MODERATE 4 RAFTER JACK MOS pE TT1-LEDGEl COPYERIOY LEDGER TOIECONNECTED TO RKUSINOI/2" DIA SOUS IG"KWITH WASHERS YEUELTLYSTMUD COYYECTIOY BECK AND COVERED TORCH NOTES {DGE-TIEAFTE{CONNECT ON METER SIZEUSPNUMIER DEXRITON APPLICATION LKATON USPNUMIER DEXRIRION NIUCA 1) Unless amunrx,ruM. all Training material Mk NI ACI Pressure hnM lumber. LOCATON UANUMIFR DEfCRIIT1IN AITLICATION $xG2M 62( if{a SLOPE HANGER ARLV TO EACH MMR LEKER ALL OPENINGS ISTAR 1-Vf1R"2Dp STRAP ARLV TO FA<H IAIX SND NIIaMIrtq MnSesnnd arcMn UP be plNnbNORalnlm Reel STAR" LNG ROOP WA 4 I-1/4'x24"2D(a STRAP APPLY OVER RIKETIEACH RAMP 2%p 6211 1fp SLOPE HANGERARLY TO EACH METER (LFKFR ALLOPENINLS KIFORRT] TYNWNANCHORAPRY TO FACX CRIRLESND 2) GlNeri NrThick johisto W belted arnnNDrN to each p4 or Pier with washer;and num (Anders en xnDele Piers Call be an[M1xed wM Proper Reel [DnrwVDrs anPDrN W 11/2' SPACE iMe paranne wiM a mlmmum I2'La x T ImL Anchor bat wRM1 washers ahe nW IU-]> US MINIMUM 3) Posts nRpeeM1ry pWen shell W aneM1eM UP a minimum 24"04N12'IT&domestic ✓ MHn{ Use a minimum lg" ibe x ]" Ivry anchor Wit WIFE waiMrs and mutt Fwlmp SNJI 1OtI HANOMI6 RAFTER b3R YNesw pale L+y E] 4) O'd,john to rove Mariana at aV S, /1 O RAFTER 5) FIamthelege.nAapertodowaron the Earned Jolary and with In' dinWin IM Cnshn( W U aNevertM ledger. Leiper NbhmmNNbulidIngendand wlMl?dm beam with washers MST and nuts if^eC O TOP PLATE q Canertrc ran Small be a m.m mum f"di node a'I Un TOP PLATE 0 BALUSTERS ]) All NmhN be supported wlM Mnfers andan4ors Each Ins mass due be rtMortd O AG RIMtDECKAI tealfdert5) Qi OPEY 11I I 0E11I ATTACHED O WA WALL STUD WALL STUD 1) Covered ReoFf shell be assembled ahe anBertd Me fame manner as a typical bulli lq TLL 0 )) Ur slmpxn Mryers and aMers with Z-MAt Mgle poletive wHK R nlual DANDYIL OYYECTION RAFTER TI PLATE/STUD COYGIECTIOG' Tor o1ry dontattwllM1 ACQ. MFTRTOP aF SID COMMERi*V LOCATON VSINUMIER D6CRITON AINCATION ALL HANDRAIIS SHALL IEOMINUOVS THE FULL LENGTH LOGTON USPNUMIIER DESCRIPTON APPUGTION CaNFIECTEACH OF THE STAIRS HANKRIPPORTION OF ALL HANDMIIS RAFff"LATE RINE NDDWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN I IK NOP MORE THAN 2- IN 4' .P RAFTER RTID LL3H'x I1p TYDOWN ANCHOR CONNERTO MFTERTO PUTS N5T41JECCCOYYECTION CRO555E IONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PUTFJWALI SRX4 STUD PUTS ANCHOR CONNECT OVER USFMIN (2) IR' DIA GALV NLTSWITHWAfHERSANDNUETS PROVIDE AN EQUIVALENT GRIPPING SURFACE f'-Q" RAFTER RT2G 91/1' a21p TYDOWN ANCHOR CONNECT TI PLATES TO EACH STUD NAIL NAIL EACH RAFTER 1KNT DEXRIRION N1TEf QN SPACING STRUCNRALPANELN ASPER TAB WFCM AC 4'MAX 4" DIA MAXIMUM GIN F MEgXENER GIROFRMEADER RNFFRAMIN4 JNAIL NAIL OINT DESCRIPTION QTY SPACING NOTES y HOSE MST/COLUMN "FTERTD YWAIL3-NCOMMOS EACH TOE NAIL TOP PLATE IF WAILL 4C4MMOP RAFTER 0 MSTKDLVMN CFIUNO IKff f WALL 3-114 COMMO EACH s TO TOP IY WALL 4A OMMO EACH TOENAIL mO 4* CFIALLELR RATHTTOER AS PERTM¢3 ] EACH FACE NAIL GIMENHEADER PARELINGJ I FW WFCMBHC EACH NAIL COVER PARTITION AS PER T"I£3.] EFAR FACE MSLTI4 MEVYEUEI COYY TCTIN OVERRMILTIE WKMBSK IAP NAIL CO PATE EED AS PER WmCM-LE34 EACH FACE LOCATION VA wU is DESCRIPTION APPLICATION TO RAFTER WKM-sic END NAIL SPLICED JOILM OVER HEADEVGMER 4,4 SOLID COLUMN AH4/RISE"/ KCM MSTCNANCHORA LYTOTA<HCOLUMN BLOCKING 2 $a COMMON EACH TOE RECVPOKCH FAILING LOCATION USPNUMIER DESCRIPTION APPLICATION Soup SOLID COLUMN PBSff/RSFff/KCff POSTCN ANCXOR ABLY TO EACH COLUMN MST-TIGIYERIFIADER CONNECTION TO RAFTER END NAIL HOLYWCOLUMN SIMP51NSTRRV2 HC ANCHDR NPLVTOMLEICOLUMN USE MIN FIT DIA GALV BOLTS WITH WASHERS AND NUTS KIM $MRD 21NCOMMON EACH END )OISTTOGIMERMEADER RTU TYDDWN ANCHORCONNECTTO EACH 1015T TO RAFTER END NAIL y SELL WALL FOAMING Y EARINL PLATE GIRDER JOINT BEXRIMON �7y SPACING NOTES L " } 4 TDP PLATE TO PER 'a 'E PLATE 3IN COMMI FACE NAIL TOP PLATE FOOT � y m UE � WNDJOIST TOP RATES AT 4 1N CDMMD MONTH FACE 5 IMERSECTIONS EA SIRE NAIL LEDGERMIDTD 24' FACE LJ Y 2 -1N COMMO p GIMENHENER CONCRETE PIER STUB S.C. MAILS 9 j XFABERTO If"OC FACE a 9 Iia 3 VNOO HISTWVN IK HEADER IN COMMON ALONG EKES NAIL LM1cu TOP DR $OTTDM 2-IN COMPER 2"STUDMR END MTETO STUD 3 -IN COMPACT PER 2xi STUD NAIL IDTTOM PLATE TO F FEW POSTS GUTY WUREWLMER NNRE2x FLOOR HIST. BAND JOIST 2-1NCOMMO FORT FACE NAIL I CELUN JOSTTO BLD OYYE TON (MINIMUM) ENKMST OR BLOCKING `L' y �G.S�_ ALL TO HERDER TO BE SUPPORTED WITH II FOR (MINIMUM) HFABEVGIUE{-TO-YST CONNECTION q THE PROPER STEEL CONNECTOR F LEDGER TOaECONNERM TO PUG USING In' DIA BOLTS OIf'OC WITH WASHERS IF ABLE. SET FIX JOISTS APROX I/4' HIGHER THAN LVL HEADERS II OR BEAM LOCATION USPNUMIER DESCRIPTION APPLIGTON TO ALLOW FOR SHRINKAGE REQUIRED III R) $FAMf PAU"DRWE" M5T/BEAM ANCHORAPPLYTOMCH M suVl FOR STU (3) BFAMS PAUK DR WFK MST/BEAM ANCHOR APPLY TO EACH PI } 1 oN BECK FRAMING' W FLASHING TUCKED UNDER 4RECOM" NAIL NAIL TOP PIECE K SIDING AM iO1NT BE5CRIITION OTC $PKING NOTES IN UPPED OVER FIRST CONTIN IOISTTD: PER TOE `I LM-� PIECE OF SIDING BELOW AMD 4 NCOMMN 1 11 I{f SILL, PLATE OW HIST NAIL Y�d IX' ONIER NUT BRDGING EACH TOE1/2" DIA UGBOLTSW/WASHER$ 3 - Bd COMM1 TACKNI ENB NAIL CONNECTU PORK f1C OC HST $LOCKING UCH TAf MINIMUM 2-Bd COMMO"*D)O6F ENO DISTANCE TOHIST AC NAIL VI SUCKINGTI UCH TOE3 IN OMMO BUCKING ( SILLORTOP PLATE BUCK NAIL MINIM M 1FKE ST TO BEAM 3 1N COMMO UCH FACE FST FAIL UOPFRAMING 2x TRUSTS eEW CE 12"x12"x12" HIR ON LUGER IDIR TIDE V/OO GIMfACONCRETE NOTING TD BEAM 3-UCIMMD HIST NAIL 13 ROCKING MR SANOJKST 3-164COMM1 BER ENO JRUST HANGER > TO HIST HISF NAIL uG a.ITt O f YOLLOW OWMY UIL Fi BAND IDISITO. PER 2-IN CDMMO TOE N RIM IOISf/ ID t a SIMPSON PER MANUFACTURE TU E5MODEL UCORRI/3 SILL DROPPLATE FORT I o DECK YSi FTG COYYCRION y SIDED TRUSTSOVE{ EEMU/OIUER INSTALL AS PER MANUFACTURE'S RECOMNDATIONS NCATON USP NUMBER DESCRIPTION APPLICATION k DMNN MH/M PROVUE BLOCKING BETWEEN DISTS THATAREOR SPICED AND I' SCAL! IIP=1'J" VSf WRH RTIDNOOWNANCHORS 14X4M51 PAV"ORWE" NST/BEAM ANCHOR APPLY TOFACHFODTING f JDaM LEKER COYUFR Ou YI&Z'QIO (XL Mfi IAULf OR WEK MSf/$FAM ANCHOR APPLT TO FMHFNTING - N Mimi M,EIIS - SHAETNIIM9ER PAINrtRT11RIME ANDMINTALLDNM1EIGESTI MAINTAIN ARCHITECT OF ANY DIKREMNCIES BETWEEN THE 11PUsuSTHE SPECIFICATIONS,AND THE HELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING"RK CONTRACTOR SHALL Y4Rl%ALL MLCINTMCTIR TO COORDINATE MEETING WTH GUINEAS FOR APPROVAL OF ALL GNERAL CONTRACTOR 5HALLIE RESPONSIBLE MR ALL BUILDING DEMRTMENTINSPECH4mU L'FATTLISKSWARRANT'AND SHALL BE INSPECTED Eli ALL WIFK AT)NSITT INCLU21NG aUIUING AM SIR CWMNCES UR DELIVERY OF MUIFMM AND MMRIALS,AND REMEW ALL DIKIFPANCIES WITH ARCHITECT RIIRTO THE COMMENCEMENT N CONTNVA}ION IF WORK MUGHELECTRIC PLUMBING ANb HJK PRIOR TO INSULATING AND SHEMOCMNG AND SHALL SECURE THE of 0 PRIM TO LIKENING FINAL MVMNT FROM GWNER .1GN51.1R GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE. 2010 EDITION PLAN CONTENTS: D. RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters In accordance N table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE " ALD UNG When each end llarof theie used in leu of a collarneed not exceedap, the number he tabulated number ot td nails inoo common requireal theStrap. QTY, SPACING BUILDING HEIGHT NDEFM PUNSI CONSTRUCTION NOTES: RAFTER To ['WALL 3Bd COMMON EACH TOENAIL TOP PLATE 10' WALL 4-,COMMON RAFTER I) The information within this a Of tended as documents n reitno co Basicdesign2L RAFTER ASSEMBLY: TOTAL SCI FT. OF CONSTRUCTION PEE Purvsl farm and framingdetails Thryarcintend" a5a construction aid . not a sub#Irate accordance to d Shear wall connections r PRen do not trust plate shall CEILING JOIST IW ALL: 3t COMMON EACH LiO Lail pp TO TOP 10' WALL 4- TOE NAIL Nr emorally cadet" gong General Co Practice and compliance with current New York accordance N table 3,3. When a raker to truss ea net fall In line with studs below, rafters td COMMON JOIST Rate budslnrg cedes The G<neral Gn[raMns responsible fair PrwfdmL standard v trusses hall Be attached b he wall by pate and he wall bP plate snail Be attached b CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIrtIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND Construction details and procedures to ensua professionally finch", structurally the the wall Stud with uplift Connections Reefs Overhanging the rake side of the bedding PARALLEL RAFTER WFCM - SIC Up NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL re Bund and a weatherproof completed product. shall be connect" with uplift Connections In accordance with table 3 3c. CEILING JOIST UPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PUNS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC Up NAIL EXT BALCONIES GO 2) The General Contractor is responsible fair ensuring that all work and Construction 3) WALL-TO-WALL ASSEMBLY <OUARTIE AS PER TABLE 34 EACH FACE DECKS 40 meets current Intent, state, county and Boal odes, admances and regulations, etc. Wall stuffs above and studs below a floor level shall be attached with Uplift Connections In These odes are to be considered as part Of the specifications for this budding and accordance with table 3.3b. When wall stuck above do not fall In line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS wh STORAGE 10 should be adhered to even if In valiance with the plan AT shall be attached tai ! common member In the For assembly with uplift cainnecbn in BLOCKING 2 - td COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 33 TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions Shall take precedent ever Baled drawings. RIM BOARD UNDATION2 - IGd COMMON EACH EM (LIVE LOADS PST) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ,Flit wall shall lie coTO onel tot the foundation, sill plate or bottom plate with uplift TO RAFTER END NAIL ROOMS (SLEEPING) 30 4). The designer has net been engaged for onstrumon supervision and assumes no connecters. Reel straps Shall have a minimum embedment of] ruches in concrete WALL FRAMING: STAIRS 40 reBppnz161lity for construction Coordinating with these plans, nor respanabality, far foundation and Stan on-grade, 15 inches In masonry Rork foundations, or loop" under NAIL instruction means, methods. Huhnraues. sequences, or procedures, or for safety the plate and nailed in accordance with table 3.36 When Steel straps are lapped under the JOINT DESCRIPTION Qry SPACING NOTES GAURDMILS ANY DIRECTION200 (� ja aubjew and programs in connection Wath the work. There are no warranties for a "Hem plate, 3 inch square washes shall Be us" with the anchor bolts Anchor bolt EXPOSURE CATAGORY IDDIGNEe FOR car q Cn m TOP PUTETO PER FACE NAIL aa----.. 3penf< use express" Or amen" an the use of[nese plans. Spacing n to be spaced and sant In accordance es table the a In ofatsain la spacing, 2 -1od COMMON ✓ lncM1air belts are b be zP<nt between 6-12 inches won the end of! :III Plate and all TOP PUTS FOOT SEE NOTE: 1 LOAD NDA SEE CONSTRUCTION ANDWIN L MOH CONNECTION O F, 5). Refer to the Window and Door schedule for exterior openings corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE 4 GENERAL NOTE PAGE aR..aI Q air INTERSECTIONS 4 - 1H COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Cor Z Q The General Contractor Is to ensure that masonry or prehorut" fireplaces meets c5) TYPE I EXTERIOR SHEARWALL CONNECTIONS SfU1 TO 24" FACE A O or exceeds manufacture's specifications and applicable Codes Type I exterior sheer walls with a minimum off 7l'16 inch we" structural panel on the Exterior 2 -Ing COMMON EGRESS SEE FLOOR PUNS AND WINDOW SCHEDULE W attached with td common nails at G" D.C. at the panel "gas and IT • c in the field, and STUD O.C. NAIL Sym.. ]). The General ntractairtoo t. consult with the aiwner rain all boat-In items 12 Inch gypsum wllwallboarden the anterior attachedattachedWath 5d weer raidHEADER s at ]" D.C. at panel HEADER TO 1G^ O C FACE FIRE PROTEPROTECTIONSEE FLOOR PUNS k 6 such as bookcases, shelving, pantry, closets, trams, etc. edges and 10" • c in the field shall Be In accordance with the length requirements specified IH COMMON ALONG EDGES NAIL SMOKE G CO2 DETERORS O h In table 315]-f TOP OR BOTTOM 2 -IGd COMMON PER 2x4 STUD END TKUS5 DESIGN A - STANDARD STICK FRAME CONSTRUCTION O ZO 8).Wine lead requirements shall OF taken into account during construction PLATE TO STUD 3 - Ing COMMON PER 2xis STUD NAIL ENERGY CALCULATIONS RESCHECK (2Ay O 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO P-I FOUNDATION NOTES: Type 11 "letter inearwalls shall meet herequrrcmentsofbble3.15a6times heappropriate FLOOR JOIST, RANDJOIST . 2 - IfdCOMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE I,2 I). The General Contractor and Mason to rwaew, plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIEU FLOOD determine Intended heights of fimzhed floors) above typical grade ]) INTERIOR SHEARWALLCONNECfIONS. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE gal DESIGN UNDERLAYMENT HAZARDS Allowable steel lengths proud" Fn table 314 Shall k permitted b Be increased when WAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2) All feel to rest on undisturbed (virgin) Fall Interior shearcialls arc used. Sheathing and Connections Shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING MODERATE SLIGHT TO 2442and 224 respectively 20 LBS. 120 B SEVERE 3FT. TO HEAW MODERATE D NONE - 3). hwde 12" expansion loins material between Concrete slabs and abutting JOIST TO: 4- id COMMON PERER TOE concrete or masonry walls sccurm{ in exterior or unheated Interior areas, t), CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL. TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall BEEF attached with uplift Connections in accordance gRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attach" b existing concrete structure shall with table 3.5. Window all plates shall be have steel connectors in accordance with table TO JOIST 2 - td COMMON END NAIL SHEATHING LOCATION NOTES be Inst]Ilnt with X5 re-bar, 13 r Iona at I2" a c . Use approved epoxy for installation 3.5. AT PANEL EDGES SUPMI IN THE PANEL FIELD 5) Unless otherwise noted, all slabs on grade to be 25M e s a Concrete to Be BLOCKING EACH TOE 2 - id COMMON 4' PERIMFfER EDGE ZONE W COMMON p f" O C td COMMON • f" O C. SEE NOTES: 1,3 q) CATHEDRAL ASSEMBLY TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with all ware mesh reinforcing. Interior slabs BLOCKING TO EACH TOE SEE NOTES. ( BOTH FIELDS) to be minimum 3-12 inch thick. All 011 to Be compact" b 95% relative density with Where a ridge is to be used as a Structural beam, the rafters shall either Be notchei and 3 - god COMMON INTERIOR ZONE id COMMON p G" 0. td COMMON p 12" O.C. U an<narcd on top of the beam or slope Connecters shall be attached t• each rafter-to-eige SILL OR TOP PLATE BLOCK NAIL NOTE, 2 FOR PANEL FIELD 5}. G' maximum IIRs (layers) along he open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS I Be COMMON p 4" O C td COMMON • 4" O G SEE NOTES: 13 6). Crawl Spaces to Be provided with a minimum Wx24" access opening Install one attached with the above reqwrcments. TO BUM 3 - IN COMMONJOIST NAIL 0 C1 BAR cast iron foundation vent for every 150 A. It of area. NOTES xi rn o m DECK AND COVERED PORCH NOTES: JOZTONLEDGER id COMMON PER TOE ]) Dappr•of exterior of foundation with bituminous Ming as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO IF REFERRED TOIF MENTIONED IN SCHEDULE NOTES ONLY N.Y.S Residential Construction Code AG-mil pplyethylene film shall be applied Over 1) Unless otherwne noted, all framing material to Be dl ACQ pressure treated lumber BAND JOISTPER END O zY the Below {rade "Than of exterior walls prier b p. For roof Sheathing within 4 feet of the Perimeter edge of the n•L including 4 beet m each ado •f the roof peak,backfilling. All fasteners, hangers and anchors to be gantrllzed or Stainless steel TO JOIST 3 - IH COMMO JOIST NAIL Q IN I••r g require N current ) post with washers and nuts. BAND JOIST TO 2 PER TOE NAIL the 4 fm perimeter edge zone attachments required shall be used. q. Drainage s d t N Y S Residential Construction Code 2) Girders for sled joists to k belted b each SILL OR TOP RATE god COMPACT FOOT SEE NOTE. I Girders on Concrete piers shall be anchoM with proper steel Connectors anchaM 2J. TaWIllnt 12 Inch DEC. nail spacing assumes sheathing attach" b rafter/ truss framing members with G>0.49FRAMING NOTES b concrete with a minimum 1/2' Ala x ]" long anchor Reit with waken and nuts. For framing member: with <0 42<G<0.49. he nail spacing shall be Mud to 6 inches aC I). All framing techniques and methods as prescriptive design of current SIC High Wind 3). Pests supporting girders shall be anchor" to a 12FATIS12" thick concrete basting. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use ! minimum 12" do x I' long anchor belt with washers and nuts. Feelings Shall Be 3I I QTY. RACING 3). Td ulaced 4 inch D.C. nail spacing assumes sheathing to rafter/truss framing members with G>O 49. For below Lade. Perches with covered wfe shall have 12" do concrete piers for the girders. STRUCTURAL MN EL tl ASP TABLE 3.1 framing members with 0.42<G<0.49, the nail spacing hall be Mut" to 3 inches D.C. 2). Unless otherwve noted, all framing and structural wrong m,tenal to be X2 + ITR. WFCM AC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fac 4) beck joists bhave blocking of t'Iec.. CEILING SHEATHING: NAILSMCING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3) FINrs, walls, ¢IIInLs and ratters b be spaced at IG ruches D.C. unless not" 5) A minimum of 10 ruck flashing still be installed between the balding and Int{er JOINT DESCRIPTION NAIL NAIL E otherwise Longer to be fastens t• bullotng wih l/2Via tilts wifn wasM1en and nuts QTY. SPACING FSEENOS. 1. 3 ( BOTH FI EUS) m E ' EDGE ZONE td COMMON p G" O.0 tl COMMON p 12' O Cwhere lie"" GttSUM ]" O.C. EDGE 2 FORMNEL FIELD4) Unless otherwise noted . all Yearn: wall headers to be (2) 2x10 X2 + BTR, Dou . Fir. OLERS Rearing wall headers t• have (2) lack stud; and (2) full length studs on each Side of all G) Concrete peers shall be a minimum G' above grad[ WALUOARD 10" O C FIELD INTERIOR ZONE td COMMON O 6' O C N COMMON p 12' O.0SEE NOTE: 3 ^ F l7 2 openings LVL headers to haveU) lad Studs and (2) full length finds on each side of WALL SHEATHING• openings. gearing wall window sons Shall also have (2) window Sin pates for 2x4 wall ]). All joists b Be supported with hangers and anthers. Each Joist shall also Be anciiored NOTES openings between 4'land 6'0and 2x6 wall openings between 511 and 89. Provide fire to BrAl JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY as �B 7 and blocking where applicable GUY. SPACING 5). All flush beamsm<nters b be anslallnt with hew W Immznt hangers and q. Cw°int Rroofz shall be assembles and anchaiM the same manner as a Hplal butlotn{ STRUCTURAL AS PER TABLE 3 q 1). Fair wall sheath) ithin 4 feet of the Corners, the 4 root a Cz \ Lis Rd eonnMo sheathing dge :•ne attt<nmant rcwlremanli ;non f Y HP L PANELS WFCM - SIC OR used. anchors where appn<ablet• ancentral j•rm PLUMBING NOTES 711VOSI 3" O.0 EDGEIn od COMMON ) d sheathing attached ra scut framm fere with j 1d 3 6). Nuble up FlNrlelsts under walls that run parallel to the FlNr joist and under bathtub 1) All water Supply, dralmage and venting to be Installed as per N.Y.S. Residential PLYWOOD 6" O C FIELD 2 Tabulated 12 inch D.C.cnails ng assumes s ng a g mem E FINrs b have ceramic tale installed shall be verified for proper bad <aNnH unless necnt construction Code. GYPSUM Si COOLERS T' O C EDGE G>D.4q. For framing members with 142<G<, he nail Spacings shall be rciuord U G inches D.C. m phos. WALLBOARD 10- OC FIELD ]). Provide 2 - 1-3/4" thick mirnl,m; ( height to match floor pHtq around stairwell and, 2) Verify septic system with the Engineer for Suffolk C•unry Health Department approval 3) For exterior "net siding, galviniz" box nails shall M permits" b Be sulesM1Ntei for common nails Other access openings unless oherwisenot" (typical FLOOR SHEATHING: NOTE: r ) Out ypa1 as provide adequate i["SJblesin and are cuto protect during installationecueto Sanypumeriy with Werk. NAIL NAIL 1. 1 n de ad i bracing d t ce t t and secure the stmtturc. Verify the IOINT DESORPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY F t) Dormers running up roof rafters are b be supported by buble rakers on either site Rw and a ng an cam pia ec QTY SPACING where applicable unless otherwise noted state code manubccure's recommendation let maximum Hale size and :Nang permitted STRUCTURAL I' o.e EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U u HVAC SYSTEM NOTES ucoMMo I" OR LESS 12" O C FIELD O f) hemdrringwnpfndgin: anflnrj•asiul t'Oec. Use solid florkinpnFlor gists 1) nor CMPMrmFx SHEANHOsr•mrvc ATHeariSTANCIFNNN AREM W m under all bearing walls. 1). Mechanical subcontractor as resppnsable for adMearingball apphablecodes a" safety NOTES: ) usEamr NNArvcEU AND ANCHORS WTH z-Mwx Turrlg PRol[<(NE<•AnncFoo conTACTWTHAc! 41 31 INnALLI -C•] aFiaRM IN A•anioN T15MIxE.WM15 rER 0."R requirements. 10). Provide insulation baffles at ewe vents between rakers. Instill draft Blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF JJJ F needed. 2) HVAC subcontractor is to fully Coordinate all System data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY Equipment supplier all roofs one walls a have minimum 12" thiel, 4- Fir 11) Unless otherwise nates, PY 1). Nailing requirements at tsarcbortdge wall ll sheathing hed ng u,eRuwparnm rvrs Rhumu.I we-Faa LorxlNc aEQUnED COX exterior sheathing pole plywood. Flyweodbcwer ever plates and lenders. 3), HVAC SWomnactorbpl review and systemapproval otawing and submit itAlhe General ns nailed 6" 3- on serer heparialel a 1e wall high nail, Hop afeumfimar.wrw,uw" re,a L.xgmrrya ,"hallForre•m.p ' l y Contractor and owner for foal rwiew ani approval s ear ca 3" errcen nailing at the Irem edgers boom higher ,"tri nim a"urw.alion I, ,r«R"mile,,w aHn Up nor v.rva"r .. r•Na•as V 1aj. Unless el PE-400 net" use ndSthick TGG PTS Fir Or Ahshedfplywood zubFloor shear Cas Shall , AISADIrcouiremernabrstructural H.an.0"Bx•n aerr«ueamw..amme,•"wexa"prod rNI•.unEnw.a"' adhered witRT per annesrveandscrew" bFlNrlai6ls Finished Florbbeansblld ELECTRICAL NOTES: [mbenarPa[ d.Ubl", or usedtnata.nn rears, nI" llCowar,id haval Frm waarxn•mt%IF ird Elia rat Fill meq b•. fir su6FlNr a Per manufacture's Inslm<luns. such as Shear elites, shall Be used b maintain bad Nm lea, ew.. Ivnanrnl m,aa••e,cell alak eau.4axn mrervn,"a.mal9u I). All electrial b be installed as per N Y 5 Residential Construction Code keg an,mumsan dmmrc,4•,pan neer clan aealL..a•rnmLu"L mwue.muWrr 13) All bathroom walls to have l2" thick manHurroreslsbnt Bheetrork Garage walls and 2). When wall Sheathing continuous ever connected "Is FLAM'Y,^,d Irak in .Borgia ma, cellmp and over furnace to have 5/1' thick "ax sheet All other pans of building 2) All eletttlCol work Shelf Be approved by a qualified Underwriter. { v to have regular l/2' sneetrock All walls to k tap" and finished to be educefail - find number of nails hall Be Permitted zl,ne'Ii lmre•r.. •`�Nrw,mio".e,awnl�l,.a lnne•m,l ya,o r.,n.r wr.riomrs *a�C4� 3J Install Smaike iececbn and Carbon Monaiwie detectors chcougbuc as reqwr" fy current tai be reduces Rel - IGd natl Per bot.14). All roof with a etch less than 412 shall ie installed with an Ice ,Water fanner or N Y.S Prudential Construction Code. sl rrliwrane~muemmYvnXx xNy •r rMr•rwaxwmNue run E"n•¢aar,nNvWm•rr,<"rNYs urumnN oaeappzov" equal ate hofs mall k oppnN wih a FlberLlas Lase sheet wrth an EPDMaawe"Reich town type material ever n•mewrmervaranel MRMIrSup .I.ire„«,ea..mrs rarer a"xa,e,Nmmn•"a n..ela„Lr.ax,rrneNprr,eN SCALG 1/I'•14' Ii) AII SIII plafesand v»dmonbct wih nnveteN be pressurctrcated Slll patesb sj F.,em,auras.rnlmmm,"anaN+reunLaaaM• rc"rNrs Raammcwe nqk Installed Wath a foam sill gasket and carte x termite shield Or approved equal. M BE,2015 PAINTER T•PIUME AND PAINT ALL EWES TO MAINTAIN C•NThACDRSHALLNMn MCHITERaF ANY DISCREPANCIES BETWEEN THE DRAWINGS THEAECIFIUTIINS AND HAS FIELD CONDITIONS Arab SHALLREQUHTCWJFICATION aENEC•MMM<INGWRK C•N1 aSKSHAUVRIRALt MCT.RACNRPINATEMEUINGWTHYJ/ ME RAPD VAUFALL CONTRACTOR SHALL BE RESNNSI$U FOX ALL NIUINO DEPARTMENT INREUI•NS A 10 ANUFACTURE+;WAYANT AND SHALL BE INSPECUR To VERIFY ALL WIM1A EN on ANa C•Henl•N;AT IaiBUT INCLUDINn RUIL21NG AND 51TE<WM1ANCE FOX DELNERY•F EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE CMIMENCEWNT M CONTINUATION•,VNRR RUMBIN4 AND rNAC PRIOR TO NSUUTNC AND SHEURKMNG LLMU4THE C• 0PRIOR 10 RECMVING FINAL PAYMENT FROM w/NEU REVISIONS: 161-01t - --------------------------------------------- A& --------------------------------------------„ 4 to, 4 , ' I I • --------------, . I 1 I I � I ' I D I I 1 1 ' I I Ov• 1 I I I a i , , I I �♦ I I by I I I I D'r I I i .• I I D I � I I I • i I 4 �` I 1 � • , 1 I I e 1 23'-0” 1 I Dv 1 I I I p, I W I ba I I I - ----------------- "---------------------------------------- - r `-------------------------------------- •,D -- - , j D — r• a pa, c , o p . a . v • a p e , n -A �c . . . ._ "---------- I ' ' 12"dia.CONC.PIER I Z 4•4 i 24"X24"X12"CONC.FTG. I I c D• ;, i .' T BELOW GRADE CD i I I 1 toLn 1 I W H I I ; MIN.FIRE RATED DOOR SC HINGES,STEEL JAMB I CD ' O f/f�� , 1 0 I ^ O X I I I ^ bo 3I O w c1' 3 m ° d 1 I Q� I . v 4 a ` v V, 4 zzO N� ' 4 i 1 � • I cz 0U q i00i I , I D I I i 1 v• I I 2X8 AC I • I I I A ' I i ' 1 00 i I I � • i I I 12'-111/4" 20'-43/4" I ° 916"OC ----i 1 , ........ Lo D v •v i , �_ W1 068 STEEL BEAM w/2X10 ACQ PLAT •i i W14X68 STEEL BEAM w_/2X10 ACQ PLATE _ _ .I— . �1 _ v I � ; • SXSXI/4TUBE'�SiEELCOLUMN j I rI ' • • I 'Q - ---- - . v • , 5"X8"BAV PLATE(MIN.) i , ■ ■ i v n 4 —O» D I 5 REINFORCED*I HC#REBA . I I 24"X12'CONC.PILASTER i i ON 42"X12 RETE FT FT I2" ONC.PILASTER v W42'Xl'2"FTG.,REINFORCED 8"OC EAC IN, WAY(8 MIN.) , w/(4)#5 R BAR EACH I(AY�� 1 1 oD w�(4)#5 REBAR EACH WAY ' ' , I I 1 1 ■ ' 1 I I �• I ' i I r--- I i p i 5/8"TYPE-X ON CEILING i ------- i D ------- _0 r AND STUD WALL I ------ I . �J :4 to 1 I I �(� 2X8 ACQ � I f 0 I • I I I H I , ..D 4 1 I 1 I------- ■ moo 17 I Df 1 , a . ♦ I I 1 p v . a •pa.�e I . n � n v , a pa � b ' oD --- -- ^ i �. t v Q. ,¢ I r] . . - I Z I I I x , Q ,Q I X 1 O (I3m ------- O #5 REBAR @12"OC a I &AT FTG. (TYP.) ; p z z D'p 4• r , D , O .. I g00 -------- 1 •--a--+ SIM _ , X`xo"! I •,4 '—�0' •O XS ACQ p , 1 ' I I I .' I •-- -I' I I _-1 il-FAI LIDIn _ O 1 I I ` v ' I I I I I I I I #5 REBAR @12"OC o ' ' I ___, &AT FTG.(TYP.) - ------------------------------------------- ----------- ' - - --- -- --- ---------------------�--------- In - - ' 1 I ■ . 1 ° I I . �. Lu vp4 p c .v n .v n ,o . 's v 4.v v a o v 4.�• .c `v I D• ; _ , 11-7/8 ML FLUSH BEAN o° , , I v� "-- 2'-8"x2'Q------------------ -------- -a ------------------------------- ----- --- ;- • � _ al I .� m ° - ----------- I O M p '¢■ N X � .I� 18'-41/2" I j 145 MIN.FIRE RA ED DOOR I � 57< v p I ; Q' (.v/SC HINGES. EL JAMB---_-_ 1 1 N I O I J ',D I V �eOL M I O v � u p . 1 0 C9 �"..■ X O MI 4 v 4,� v a •v D I iD `�. ------------------------ - ' _; 12"dia.CONC.PIER `� I I aJ Ln ,uv, -- --------------- 24"X24"X12"CONC.FTG. 8f—O,+ 3'BELOW GRADE 13'-0" .c, 4 '1z I . I ' I 1 , a i R �� (3)2X12 ACQ GIRDER ' (3)2X12 ACQ GIRDER U Ln�� I cr, .-r O (3)2X12 ACQ GIRDER C7 777 1 It - - - --------------------------------------- - , I I o W 0' ---------- 9'-101/2" 9'-10 1/4" 7'-5 3 °r• --------------------} a♦' ' I--------------------, 28'-0„ + 4 4 7'-0" 7'-0" °R ------------------- oD oma• --------------------' W D' 14'—�" •a 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". Q; o . v;• EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S. ° RESIDENTIAL CODE WITH A BITUMINOUS COATING. RESIDENTIAL CODE WITH A BITUMINOUS COATING. r �q c dr• r D 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY FOOTING. 12"RETAINING WALL .;D FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST � e♦' 4 ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). D ���Tv -R 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. D H 4, INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 19 2 n'• WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE WALLS,COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE QI D. 'd REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE J A IN 1 7 2017 s• AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL a P�.MDTNG DEFT. cn D SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB 15 TO BE NO Q•• �D MORE THAN 16 FEET. MORE THAN 16 FEET. TOWN OF SO' THOLD � p ' ' 4 FOUNDATION PLAN I.................... a SCALE. 1/4 1 \� JIN Se 501 -15 U- Ln DRAWN: MH/MS '9jcr 022�3g O� SCALE: 1/4"=1'-0" OF NO y JOB#: January 17,2017 SHEET NUMBER: a �o A -3a REVISIONS: PIT 35'-0" 8'-0" ------------------ 8' ------ 14'-0" 9'-81/4" 3'-33/4" w t� -_--- FWG60611 L TW2632- TW2632 (3)2X10 HDR. "-----, (3)2X10 R. r-a 2� w `� O b 001 0 H N O O oo a N = m o — 0 0— O N = m M D c G R KITCHEN - X TN a _�® ®®� t N W2632 � M � O O PANTY , � I tl C-4 ' II 0 1 t 13'-61/2" 5-81/2" i 0 5'-5 1 in 6'-1 r'` O I 3/4X11-7/8 ML w/ 3/4USTEEL�LT.:(3�20"ML UPSET BE�- 4'--0" - - - @J + - o cti --- ----------, '`J `4 r� I rN N N 3' 01/2 16'-8" o W I WALK-IN CLOSET HALF (D 1 1 ; ; O BATH ----------- j uj I Q Ia 1-3/4X11-7/8 ML RIDGE 11-7/8 ML '� - _ 3046 TW3 46 --------- ----------+h ' 91/2" -------- - ® I _ O ------ -- 0 M LIVING ROOM CD M 1 I N ,— .� I i , 3 1 OV ----------- , 1 00 ---------- 1 ; 12X12 FG Ua 00 COLUMN o MUDROOM OFFICE ---------- w/6X6ACQ ` N - - -- _- ,IM =O p 1 O -- - 1� N11-7/8"TJ1230 WOOD a-16"OC -� , M 1 p-) Il N 0� � I " (3)11-7/8 ML HDR. V-) N M ' S✓, / = cn M � O TW3046 TW3046 TW3046 W ENTRY o u tc a , „ , „ f „ 0 I I I ' v u 4 -4 1 2 5 -1 5 -1 3 - 0 � 10'-9 v2"PLT. . I i `� O -� 3)2X10 HD ��� , �+ It �4 18'-4 1/2" 3'0" _- ___ REVISIONS: aool 00, I Nl� v�f O co cn LJJ Hill Y41 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 11 1 0 W H a ' a a as a0 FRONT ELEVATION / '"� SCALE: 1/4 = 1 o � A O N O M O cn N v O m O ,--q - - - - Lo O N y v 00 o o N YT- La x - - - - J06 RIGHT ELEVATIONDRAWN:� ; MH/MS SCALE.. 1/4n 1� ��'�.� ��C�33�9 -d •,��` SCALE: 1/4"=1'-0" = JOB#: —` December 20,2016 SHEET NUMBER: EMESMEDDEfl?Ri7 _ REVISIONS: Hill 11111101 1111111111 UJO Co Hill EH - 111 11 ,o) ED LUIELI 11 1 I z Q w a W � ® M o o Q � � o O ,' I 1 11 11 1 Hill 11 1 a 17 1 1 11-777-7 FFF FIT oL - - - - - - -- - ,fl t REAR ELEVATION SCALE: 1/4 = 11' `- � w O � Q � o o �D O N O M O N N N 0 M m � O L� u .Z V Ln U O "d00 N 41 0100 NI TTTT I I I I I I 1 11 1 1 1 Ll. rq,o tj a H �T� O N V IN SC $y LEFT I ELEVATION - �;�'� t�-� DRAWN: MH/MS n _ 1 "4 vLZ.3M5 SCALE: 1/4 , SCALE: 1/4 =1-0 i -�` 0. `.� . JOB#: December 20,2016 SHEET NUMBER: o A-2 kD]D?o-KTDDDflR9%P �a REVISIONS: r9 16r—0 - ---------------------------------------------- - ' v ' • v e , D Q • e D p d + D Q . d De • / I 4 e" 1 � 4 . p i I ,� I I ,• ' I I I I b � � I • 4 , I pD ° , I I I I I ' 00 I D'. I I °• 1 I � •. I I i •� I 4 D 19 1 I , I •• 1 , 1 I I •' I I �lV I av (T1 i I w 2!-8!-x-2!-0! ' • ' • D' D D v ' • v' D v • D' D' - D . I— —� "I'►� 4- .. .• d p e . n v . e p d , a • e p 4 f I I 1 4 , I I I 1 I •-- FF��■•^11 a 12"dia.CONC.PIER I ;j; Z r 1 ,Q I I I , '• , • 4 , 24"X24"X12"CONC.FTG. I I 3'BELOW GRADE 1n ----------------------------- ' 5 MIN.FIRE RATED DOOR \_ v• I SC HINGES,STEEL JAMB 0o I I I I I V I I .• I 4�°y1 I r I • I N N W 4 XII `- V z i ' 0 W 0 I 4 , I w ro'� I I •' � v� m i o• Dd I I ,Q .pxc'7 I I ° I I i ♦ I I ry'O Y 1 I I I 4 -_------ - D I I I I � � 'o ; I � ' oma• I ' - 2X8 ACO Di I -� D@16°oCo 12'-111/4" 1 20r-43/4 _ I + II 1 i W14X68 STEEL BEAM w/2X10 ACQ PLAT_ i i W14X68 STEEL BEAM w/2X10 ACQ PLATE ° i ; I � C i � I •� • ;- _— - — - - SXSXI/.TUBE,ISi'EEL COLUMN •I �—�'— - _ - — - _— - — - _— - � •; .Q I f I I -------- - ' •c c 1 5-WBME 5'-6'XS'-6"'X1'^2"DONCR(ETFT ) PILASTER II 24"X1 2" ONC.PILASTER 2EIN ED lITH#5 CT42Xl2 FTG REINFORCED -0C EACH WAY(8 MIN.) ON 42"X12"FT .REINFORCED -- -- - - _ v 4D w�(4)#5 REBAR EACH WAY I , , w/(4)#5 R BAR EACH#Y "� I 4' 0 •------I- -------• I 4 ' o _ --- -I I D . I I '•D o , •• I 5/8"TYPE-X ON CEILING ' -___- ' D I \ U W AND STUD WALL I I 1 ; �L I , J ^+ I 4 , _ , .(� 2xs ACQ J I & �II e . .� ._ a p . e . � o � „ . d p , bII 1 D�eD,. 1tii ZaII,I i1I------- IIII ■IiiLL^m dn- ii p•v°�a/•_4,�0°_d'c�a(i,> '■■�_Nv_ o) � -- ------------------------------------------- ------ . I �OOl1 OrNM� 0 ------ Cy 'Qb - ------------------------------------------- ----- ----- - o ° � d#SREBAR @12"OC AT FTG.(TYP.) ?z 4 ------- I M 18'-0" 44 XB ACQ o �----- 41 ll- ll ".k,CTI, 'in - -o--•---.- D DQ-.-v---P•-c�-•v----e.- r---.--D-p 4-•-o-•--p•-c.-t•-v/-- -- -r -. p4•o o•I •c.i •v,ilIIII,9,pDQ'•o,r4 #5 REBAR @12'OC I cIl ma�y_•1,IIII '"--.- v 4_I_I-- v ' •v --------------------------------- &AT FTG. (TYP.) I •------- --- i I v°4'• i;IIj `r�MJI p Lu _j , ' v , I . 11-7/8 ML FLUSH BEAN ------------------ ________ _ ' DG I�'I ' X reohQ N I 45 MIN.FIRE ED DOOR [ ' I NIlv/SC HINGESEL JAMB I x O ------ N � x I r_q 'O 11 �O 0 ----------------------- --------------- 12"dia.CONC.PIER 4, U.N.Fv+r cz w v . 24"X24"X12"CONC.FTG. ` I M a + 8■-099 3'BELOW GRADE 139 Orr t-I \ - 1 Q, -------------------------------;---� I •-- --+ ----• O ++ ' ' v 9'-0" - v °' .T_ (3)2X12 ACQ GIRDER_ - (3)2X12 ACQ GIRDER_ I (3)2X12 ACQ GIRDER �. , I I Lo U ^, y -4 -------------------------------------------- -O, --------------------9f ' 9 rr 99 " .r W >9'—10/2 9'-10 1/4" 7'—5 3 4 • --------------------, D . •q'�9 ' Iif 1 2p a. -------------------- U'-0" -7 i •oD /'-0" T,-09r --------------------' v- --------------------- 4 Da° 14'-0" s 1) 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". E_ EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S. I•,, 4 D- RESIDENTIAL CODE WITH A BITUMINOUS COATING. RESIDENTIAL CODE WITH A BITUMINOUS COATING. u V a,• D 2). FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. O 12" RETAINING WALL .:P FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST D ' • 4 ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). a, •, •°q 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. (� °oD INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING E-I p 4'• WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE ' 'Q REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE <C .a° °• AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 4 • JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE V. THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL V 4 D aSLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO '• • . . .. MORE THAN 16 FEETMORE THAN 16 FEETx D Pi oD °4 FOUNDATION PLAN , SCALE: 1/4" = 1' DRAWN: MH/MS S r'''te SCALE: 1/4"=1'-0" JOB#: December 20,2016 SHEET NUMBER: a° d 9 A-3a REVISIONS: PIT 35'-0" 8f-0" ------------------ 8' ---_---- 14'-0" 9'-81/4" 3 -33/4" '-33 " w -------- - FWG60611L -_-__ TW2632-2 TW2632 (3)2X10 HDR. ----- (3)2X10 R. f O ' Q O I 00I " = 0 00 0 ^� M p --a0 0 N D G R z i KITCHEN i X a —a® '" ' N �t O 4 TW2632 O O I PANTRY N r7 ZD N I� 5'-81/2" o 3!4X11-7/8 ML w/(2) 3/4STEELfLT.: (31Z0�'MA UPSET BEA J " , 2X6 Cl ra --- ----------- OI 1 i 4'-0" N 3' 01/2' 16'-8" o N w 18 -0 � � WALK-IN � � � � CLOSET HALF O BATH 4'-0" 5'-1" 5'-1" 3' 10" 1 - -------- I 7'-01/2" 5'-7" ---11_7/8ML I TW3046 TW3046 ----------- • J O � O N V] IN LIVING ROOM 1 3 JC --------- inn 12X12 FG _---_---- ; \ COLUMN MUDROOM OFFICE - 1 w/6X6ACQ ` M � 0 Qo o � X ' C10"-91/2" N1' (3)11-7/8 ML HDR. O MTW3046 TW3046 TW3046 TRY o m4 -0 5 -1 5 -1 3 - 0O )2X10 HD �I� �I 18$-Op' I I V 00 . 0M u COVERED PORCH I :� 5 rn U in (3)2X10 HEADER F-- a ca 3-TW3046 W --------- --------- --------- --------- --------- ----- 7'-0" 7'-0" 4'-8" 3'-4" 6'-0" 7'-0" U le 1 O 14'-0" 8'-0" 13'-0" 35'-0" ol N 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE " 1ST. FLOOR PLAN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING i i 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. V) SCALE. 1/4" = 1 t 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. U- � 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 BLOCKING AT 8'-0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. LIVING SPACE:1264 SQ.FT. � �;ICT 4� *, 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).INSULATE CEILINGS WITH R30 INSULATION. e� ���IN SC,S, OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. MICROLAM HEADERS. 11).INSTALL SMOKE AND CO DETECTORS PER CODE. r �r c'Kita r*', TJC233 .�Q, DRAWN: MH/MS O SCALE: 1/4"=1'-0" JOB#: December 20,2016 SHEET NUMBER: Q � aQPa A-3b REVISIONS: 35'-0" 8'-0" 12'-0" 9'-01/2" 5'-111/2" 2-TW3046 TW2432 TW2432 r (3)2X8 HDR. r « ( )2X8 H R. • « • • (3 2X8 H*. ___-- ----�- ---- -' 0 -- --r------ ---- N = _ wj_ ( i 1 w I 1 N x Q 1 1 00 CL 1 1 Q N •-i x 1 1 m `- BATH0 CEILIN MOU NQ X SHOWE H D m 11 N LO No. 2 MASTER Ll o BATH I ' i l I I 10 (0 i l '-5 4'-1" 8'-51/2" 00 10 O I I ----------------------------------------- ------ ------------• ________________________ ___________________________ N I LL 0 Q ii !%• No. 2 N `- -------------------- I t BEDROOM 2X6 WALL _: _-_ ____ ___ WALK-IN W D M _ o I `v ii 1 1 1 1 , , <� �;----------------------- = 1 PULL CLOSETN O INSTALL AIN PAN I I ----- --------- ------- STAIR �� LIN ASHER � DOWN � 17 N 1 1 I I a = ------- w 2X8 DF 2 DF# )2X8 DF# ------------- ------------------ - 5'-0" 6" ------• 1 I O O ® „ ---- -------------- ------------------ I I 1 ---- cV i 1 ------ --- ----- �'' 12'-3" 1 N S v, 1 1 Q :; x 1 t „ 2x6 Au I � 14 ___ ______ �o N Q 81/2" 79-61/2N ii I i , , , oC 'Q -6n Z a I I -- - I I O N BATH oo X `t ------ -- N �J A ® _________________ _ es� }�• •�(i,4,144{' ' Q N No. 1 12 I m �! RAILING 11 I I .�. .�.: 3'h RAILI i I ap � F#2 F SH BEAM � � � 3 2X8 DF#2 FLUSH BEAM - i O 1 1 „ E �7 „ - „ „ m N " I ----------- — - - - , �_ T '� G MASTER BEDROOM - I1 --- i (4 ----- --- --- 1 1 ------------------------ II t Ylnouzs�mts�y e 4 ------- -- ® 5'-0' I I ----------- 2X8 DF#2 CJ 016nOC I I , '------------------ -------------------•..-- ------------------------- ------------------------ ---------------------------- 1 I ---- 81-10" 4' 3" FLUSH BEAM - . 1 r ---------- ----------- 4 --- - I I I I I I OPEN N TO 1 1 BELOW (3)2X HDR. 1 1 W it 2X8 DF#2 CJ 016"OC FWH60611APLR 1 I 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS 5/4X4 MAHOGANY DECKING 1 Q WITH ROOF AND SIDE WALLS(TYPICAL). I OVER ACQ SLEEPERS,PITCHED 1 o BEDROOM No. / O 1/8":1'-0"AWAY FROM BLDG. 7 1 !tti O 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED G = I 1 I LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!I!SHEATHING , 00 I O INSTALL SLEEPERS OVER EPDM X h7 I &3/4"AC EXTERIOR SHEATHING. 1 1 ROOF PLAN MUST L DRY AND CLEAN PRIOR FT INSTALLING ELEMENTS AT EN. Q N _ _ _ _ — _ — — Lo EPDM TO RUN A SIDE WALLS H 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE J 24".PROTECT WALL INTERSECTIONS- I 1 O WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS SHARP INTERSECTIONS AND PERIMETERS 1 i p i WITH LEAD-COATED COPER OVER EPDM. 1 I O N O SCALE1/pn = 1� 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. INSTALL AS PER MFCRS.INSTRUCTIONS. t 1 M ' DIRECTLY TO THE DECK ALONG EAVES. Ln PROVIDE 4^PVC DRAINS TO CONNECT TO 1 1 I I 1 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. REMOTE DRYWELLS(TYPICAL) 8' �" 1 I 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT I 1 I I 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. I t USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT (3)2X8 HDR. -------------------------------------------------------------- ---------------------�1 CUTTING INTO SHINGLE SURFACE. I i - -------------------------------------------------------------- ----------------------� 2-TW3046 7'-0" 7'-0" 6'-83/4" 6'-83/4„ 14'-0" 7'-61/2" 13'-51/2" 0 35-0" N 0�J Cn m O 1).CEILING HEIGHT AT 8'-0". 6).MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS xIn v OTHERWISE NOTED. 5 ! Cf) car) 0 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C., O cl�u 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 X 0 2ND. FLOOR PLAN 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. �� w u i i 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 0 SCALE: 1/^n 1 OOF u STUDS ONE COTHERWISE H SIDE F OPENINGED.ALL S OVER 3 FT.TO HAVE 2 JACK SECTSHEAITONS HINGOBE PROVIDED AND INSULATION.ALSO PROVIDE 1-1/2 HECK EN FOAM Z u 4 m `T INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES CATHEDRAL ROOF PARTS. U WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH "O U) LIVING SPACE:1143 SQ.FT. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. N CU v BATH TO BE MOISTURE RESISTANT SHEETROCK. W 3 GENERAL: STORM WATER MANAGEMENT DETAILS 10).INSTALL SMOKE AND CO DETECTORS PER CODE. P-4DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR RODDING,CAUSE SURFIQAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL N.T.S. SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL GUTTERS DOWNSPOUTS DRAIN PIPE W THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE I/8"SLOPE GPM 1/4"SLOPE GPM DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) Q 1/16"SLOPE g 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1„y CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 96 0 FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL ROOF PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 RAFTER CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 6 1920 2720 4 6920 288 6 10700 444 151010 626 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, l' PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION p� AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE CEILING LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD ["-1 JOIST °• BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. OGEE GUTTER-STANDARD 5"- TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTES: F:y GUTTER DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION ��41 SUBFASCIASHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1).EXECUTION: (TYPIGAu TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE.TO CORDON ` OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2).PREPARATION: V 2X1 BLKG. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ROOF AREA:1935 SQ.FT. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. VENT BEAD D. 1X8 AZEK 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. C). TOP OF WINDOW PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR (TYPICAL) SOFFIT FASCIA ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE AT 100%WATER RUNOFF:324 CU.FT. METALS WITH PROTECTIVE BACKING PAINT. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 76"OVERHANG AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS 3.INSTALLATION: DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS DRYWELLS CAPACITY:338 CU.FT. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2-FOR EVERY 40'OF RUN. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. y.,fit"' 1 INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r "� SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT ACCESSORIES. -`s'w�'1�0 BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1S COMPLETED AND THE DRAINAGE AREA STABILIZED. CONNECTORS. ,f��+IN ecSTONE FILL AGGREGATE SHOULD E PLACED IN LIS AND CMPACED USING PLATE r NNECT DOWNSPOUTS TO SOFFIT DETA1L COMPACTORS.A MAXIMUM LOOSE LIFT THI KNESS OF 12 INOCHES ISTRE-COMMENDED. 3) CCOONNECTION WATERTIGHT,STORM SEWER SYSTEM AS INDICATED.SEAL SCALE: 0.750" = V PRETREATMENT: DRY WELLS TO BE IO'MIN. 4).PROTECTION: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. " "J' AWAY FROM HOUSE :� P{ Y FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL t f RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND COMPLETION. '' •`.t4_ j DRAWN: MH/MS ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. O THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH O !� � ,�'" SCALE: 1/4"=1'-0" CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A O O C ��• ,Ti f�" :� PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES ' V�y'19 9�,�j' JOB#: LJ " THAT CAN ENTER THE DRY WELL, 15. December 20,2016` '''p N- � SHEET NUMBER: 4 �P 9 A-4 REVISIONS: PIT 35'-0" 8'-0" ------------------ 89 ----__-- 14'-0" 9'-81/4" 3'-33/" _-----FWG60611 L -__-_ TW2632-2TW2632 O (3)2X10 HDR. ----- (3)2X10 F DR. a 0 0 , � O L0 � w d OOO O O 00 N O ^y N X p M D G R KITCHEN i X cq en � .�® @ ®� TW2632 O O —T(017 PANTFY I N ' N t\ 0 0 1 1 13'—6 1/2" o i I 1 1 - 5'—81/2" rl i, ' c O 3/4Xll-7/8 ML w/ 2) 3/4"STEEL ALT.: (3 20"ML UPSET BEAM 5'-5" 6'-1" 0 b rr- ,� --- ----------� I I 11 n i - - - N N 3'voh' 16'-8"4'-0" - 18 -0 I WALK-INHALF _-- JH7 CLOSET 1 O BATH 1 1 40-00' If 5, 1„ le 5, 1„ 3' 1 p" 2'-6" (F O Q - - I ---- ----- - - _ - r - _! _ 1-3/4X11-7/8 ML RIDGE _ _ - _ - ---------- __—______ I TW3046 TW3 46 -O i2 5 -7 -- - _ I ® �i O P LIVWG ROOM -- - , v --------- 1'� 12X12 FG 0 1 COLUMN 1 \ MUDROOM OFFICE ----------- 1 w/6X6ACQ ` (] ---- ---- 0 x --- ---li-7/8"TI121OWC)OD-IF1 (@16"OC -------- -d 1000 7 ; N (3)11-7/8 ML HDR. I o p N x m m v o TW3046 TW3046 TW3046 W ENTRY NJ o ^ ILL d I4'-0" 5 -1" 5'-1" 3'- 011 I 0 0 T . 0. `� O 3)2X10 HD W N i------------------------------------------------- B- co 11-7/8 ML COVERED PORCH 4 � ' , i12 ENOL RIDGE ; .} U in (3)2X10 HEADER 3-TW3046 2X6 PLATE i ------------------- 11-7/8 WOOD-1 CJ @16"OC ; --------- --------- 1 � ' --------- --------- 1 ' 1 , 7'-0" 7'-0" 4'-8" 3'-4" 6'-p" 7'-p" U � r O , r , 14'-0" 8'-0" 13'-0" EX.2X4 ' STUD WALL j� i 35'-0" 1 1 N , N r 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1ST. FLOOR PLAN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING \ 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16' O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. C`J SCALEi i x : 1/4" = 1' 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. -�;,wi, '"'�w�u '€��,-Z j I i 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ' •• BLOCKING AT 8'-0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. � , EX.CONC.BLK •EX.CONC.SLAB i LIVING SPACE:1264 SQ.FT. sd`:�`.o/$�'4`+a, _ FOUNDATION ; 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).INSULATE CEILINGS WITH R30 INSULATION. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ' _________________ � ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2' SHEET ROCK. D �C�GV � JAN 5 2017 _ MICROLAM HEADERS. f ,• .. a 11).INSTALL SMOKE AND CO DETECTORS PER CODE. L� r •� ,�, >I� {� DRAWN: MH/MS �, SCALE: 1/4"=V-0" L'UMBILNi G DrrT. . �: �, JOB#: TOWN OF SOL")(`UOLD January 04,2017 SHEET NUMBER: �° ° A-3b REVISIONS: PIT 35'-0" 8'-0" ------------------ 8' -__-__-- 14'-011 9'-8�/a" 3'-33/" w ------------------ FWG60611LTW2632 TW2632-2 (3)2X10 HDR. ----- O (3)2X10 F bR. I � � a in Ob00 V1 w iy = O O O O O p —0 ®o-- O x - O - d N = M D ®G ®� KITCHEN p N � �' Qo X a� N F TW2632 on, O 0 P PANTRY d- 1 x N N � � I I o 11 13'-61/2" � n o t I � 5 -81/2 ; c O 3/4X_11-7/8 M_LU2) 3/4USTEEL ALT.�(3�ML UPSET BEA _ 5'-5" 6'-1" - o) f o --- ------------ I _I p r, N ' ' N 3' 0/2' r „ 0 � 16 -8 � I 41—Ooe ff 18'-0" I WALK:-1N � � � W `f' CLOSET HALF _ '-6_�__ O BATH co 49-Or, 5'-1» 50-1r0 3� 10r, r17 � 1 I1-3/4X11-7/8 ML RIDGE TW3046 TW3 —0�/�® j'—7" -_- - 11-7/8 ML — — — — — — l — — — — — — — — — — — — — -------- P O 11 -91/2" ----- ---� LIVING ROOM --------------------- ------------ ------------ 0 --- -- - ' 3 1 JC c -------- 1 00 O 1 12X12 FG _ ; COLUMN cz MUDROOM OFFICE ------ --- Q w/6X6ACQ ` X O N ---------- 0 — f X [) " O) Af � N r 00 i (3)11-7/8 ML HDR. ( O 0 N �R a', i 0 ----------- TW3046 TW3046 TW3046 u ENTRY f M 4'-0" 5'-1" 5'-1" 3'- 0" 1 II 1 a' v . in 10'-9 1/2"PLT. d ( O IU n 3)2X10 H �I �' f _ f }z+ .x _, 18,-0" 1 ' 00� 11-7/8 ML i O ( I I � ' ' RIDGE ' I COVERED PORCH i 12 6"O� i f u7 U m (3)2X10 HEADER r r r oo ' _ _' N v f 2X6 PLATE 1 3-TW3046 -G W — 1 1 11-7/8 WOOD-1 CJ @16"OC ; ---------- ---------- ------------ --------- -------- --------- f 1 1 f 1 1 1 ---------- ---- f 1 h-N 7'-0" 7'-0" 4'-8" 3'-4" 6'-0" 7'-0" u V O cn 1 1 14'-0" 8'-0" 13'-0" � 1 1 EX.2X4 1 STUD WALL I 1 35'-0" f N 1 Vs N f 1 1 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 20�� 1ST. FLOOR PLAN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ,A� cJ u 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1 I 1 U- SCALE: 1/4" = 1 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. ,DGD1y' • BM �gOL'D d �li I 1 ' YT 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT P19 'tQ OF S® BLOCKING AT V-0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. EX.CONC.BLK EX.CONC.SLAB 1 LIVINIG SPACE:1264 SQ.FT. se.'. FOUNDATION 1 ' S).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).INSULATE CEILINGS WITH R30 INSULATION. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS N SO `----'-----'---- '-""'--""'--"-' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. `J���i y �� MICROLAM HEADERS. C3 , 11).INSTALL SMOKE AND CO DETECTORS PER CODE. e�f DRAWN: MH/MS ® SCALE: 1/4"=1'-0" 'Q*• JOB#: � f to January 04,2017 SHEET NUMBER: fl Ry fl D DE R j T A-3b REVISIONS: PIT 35'-0" 8'-011 ------------------ 8' --_-__-- 14'-0" 9'-8IA 3'-33/" W 10 60611L __-_- TW2632-2 TW2632 (3)2X10 HDR. -----, (3)2X10 FR. O I 1 ' a 0 o I ;- I I I Q O I O a Lo 00 L2 Od I rl O N ° O O 00 �® ®� N X _ N D GR M 2 M i KITCHEN i x a tl c- TW2632 07, O 1. ---ir- I --1 0 L � O PANTY 1 N ' n N f� 0 o I ! 13'-61/2„ `9 1 I ! 5'-81/2" c O I T 4X11-7/8 ML w/(2)3/4"STEEL ALT.: (3 20'ML UPSET BEAM 5'-5" 6'-1" ' o C ZD I I N n 17 - - - 57< " 3' 0th' 16'-8" o 4 -0 18 -0 1 WALK-IN10 M N w Ir, CLOS8=1" ; HALF -- O BAHALF TH ----------- co - -6 -- - ! 4'-0' 51-1" 5'-1" 3' 10' I T-6" ----- -- IW A I I ! ,, , - - - 11-7/8 ML _ _ - _ - _ - _ - _ - I� _ I1 _ 1-3/4X11-7/8ML RIDGE - _ - _ _ 7 —O/2 5 -7 __ _ --_ - __ TW3046 TW3 46 - zc - ------ --- �hmo- 'o� �n O 11'-91/2" ----------- .I` LIVING ROOM coLL I _I M M 1 ------------ ----------- 1 J IO ------------ ---------- �'� 12X12 FG V COLUMN 1 I w/6X6 ACQ MUDROOM OFFICE -- --- -- fis,� of x --- =oN --- ------ [] pi I� N 00 i (3)11-7/8 ML HDR. I I O p 1 m I TW3046 TW3046 TW3046 z ENTRYIF' X � o p u 4 -0 5 -1 5 -1 3 - 09 00 I fir' x o cc �n 10'-9 1/2"PLT. 3)2X10 HD '� �' R; , 11-7/8 ML ; o COVERED PORCH 4 r 1 12 bOG RIDGE ; I I rn U M 6 @� 1 (3)2X10 HEADER -- "It —i .. 00 cu S�wC 1 2X6 PLATE 3-TW3046 W 1 ------------------- 11-7/8 WOOD-1 CJ @16"OC -- 11-7/8WOOD-ICJ@16"OC --------- --------- I 1 I 1 I , F-- ---- ------------- -------- 7'-0" 7'-0" 4'-8" 3'-4" 6'-0" 7'-0" U O1 ' cn 14'-0" 8'-0" 13'-0" � , I 1 EX.2X4 ' STUD WALL i 35'-0" 1 � N N 1 1 , 1 D CSO�[ ��IL� i 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE D ' 1 S 1 . FLOOR PLAN APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Vuj 1 1 � , 1 ' SCALE. 1/4" = 11 3).EXTERIOR SHEATHING TO BE 1/2-THICK FIR CDX PLYWOOD. 7).MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. JAN 5 2017 �1 CJllg:u ll€ l�,r,ul!I bl m 1 ' `4 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ' EX.CONC.BLK EX.CONC.SLAB i LIVINtG SPACE:1264 SQ.FT. BLOCKING AT V-0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. �,W,DING DEPT. FOUNDATIONUTHOLD PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).INSULATE CEILINGS WITH R30 INSULATION. 'A OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ' --------------------------------------------------- ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. a' ' '� MICROLAM HEADERS. � �' C% 11).INSTALL SMOKE AND CO DETECTORS PER CODE. N�Pit LIy.A '59, PAY DRAWN: MH/MS SCALE: 1/4"=1'-0" L�i3.s JOB#: " OF 0 January 04,2017 SHEET NUMBER: 4 QP D A-3b REVISIONS: PIT 35'-0" 8r-0„ ------------------ 8' -------- 14'-0" 9'-81/4" 3'-33/" -_--- FWG60611 L -_--- TW2632-2 TW2632 --j O z (3)2X10 HDR. "-----, (3)2X10 F DR. 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HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. JAN 5 LO17 k= € SCALE: 1/4 = 1 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS. 1 + I, '' + ' 4j.DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 EUILDiNG DEPT. + + LIVI��G SPACE:1264 SQ. FT. BLOCKING AT 8'-0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. T4j�,N OF SOUTHOLD ' EX.CONC.BLK EX.CONC.SLAB ; .. + FOUNDATION ' 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).INSULATE CEILINGS WITH R30 INSULATION. Ia . ' + o 54 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS •--------------------------------------------------' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. ` MICROLAM HEADERS. �� ' +: a/'��.,• "�` 11).INSTALL SMOKE AND CO DETECTORS PER CODE. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ~� :+�5,G• �, January 04,2017 37 L!5,—q1 SHEET NUMBER: �P A-3b