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HomeMy WebLinkAbout49944-Z o�s�EfOi Town of Southold 9/8/2024 y _ P.O.Box 1179 o - o • 53095 Main Rd y?j�l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45526 Date: 9/8/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 200 Freeman Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/27/2018 pursuant to which Building Permit No. 49944 dated 10/25/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling(modular)relocated to this parcel with unfinished basement attached garage and covered front porch as applied for. The certificate is issued to Conte,John&Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0050 2/15/2024 ELECTRICAL CERTIFICATE NO. 49944 12/4/2023 PLUMBERS CERTIFICATION DATED 8/19/2024 J.Z 's Plum i4&Heati g Inc. Aut ri ed a ature ��o�SVFFot�.�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • 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#: 49944 Date: 10/25/2023 Permission is hereby granted to: Conte, John 1215,Saltaire Way Mattituck, NY 11952 To: relocate existing single-family dwelling and construct new foundation and garage as applied for per SCHD approval. Replaces BP 42986 See Notes & Docs At premises located at: 200 Freeman Ave, Mattituck SCTM #473889 Sec/Block/Lot# 139.-3-44 Pursuant to application dated 10/25/2023 and approved by the Building Inspector. To expire on 412512025. Fees: PERMIT RENEWAL $653.40 Total: $653.40 Building Inspector 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 1%lead. 5. . Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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$15.00 DaN. -711811 <,� New Construction: v Old or Pre-existing Building: (check one) Location of Prope": 200 11_—i je7,!5�/V kOA� /t-(-4-7`ii 7-1J Gi� House No. Street Hamlet Owner or Owners of Property}.. JO t41V 1F b 1.4 �,l ge_ 69/ ME Suffolk County Tax Map No 1000, Section 139' Block 03 Lot e7Z4 Subdivision A l Filed Map. Lot: Permit No. Date of Permit. Applicant: `/ Health Dept.Approval: 7 �5S Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (che one) Fee Submitted:$ \ ' `� Applicant Signature OF SOUr�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh _southoldtownny.gov 4UNT`4, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Conti Address: 200 Freeman Avenue city:Mattituck st: New York zip: 11952 Building Permit#: 49944 Section: 139 Block: 3 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: North Country Electric Electrician: Frank Restucci License No: 4577-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 36 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water 1 GFCI Recpt 10 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt gas Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors 1 Disconnect Switches 43 4'LED 3 Exit Fixtures 11 Sump Pump Other Equipment: 1 tankless hot water heater,1 hood, 1 fridge, 1 gas stove, 1 dishwasher,1 washer, 1 dr 1 mini fridge Notes: HOUSE Inspector Signature: Date: December 4, 2023 200 freeman dr so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ql� 'ar 740UI T`(,'� BUILDING DEPARTMENT SEP 4 2024 TOWN OF SOUTHOLD 130ding VePa'"ent Town of Southold CERTIFICATION Date: 1 Building Permit No. Owner: jo(-),A_) Q>-)T4e rr (Please print) Plumber: �J, Z 2 e-IS -f- -w (Please print) LIc C;) Sv� - � I certify that.the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl ers Signature) Sworn to before me this I day of A45L&®, 20 EY MATTHEW SANCHEZ NOTARY SU PUBLIC STATE KN OF EW YORK LIC.#01 SA0012649 COMM.EXP..08/25/2027 Notary Public, �U�County • �� �OF 50U1y hod o� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] -FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)' [ ] CODE VIOLATION [ ] ;AU7 ING REMARKS: A/ -0 DATE .S ° INSPECTOR ` i o��OF S OOIyO Lt 29 8116 # # TOWN. OF SOUTHOLD BUILDING DEPT. cou 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (M '11Q L- _ 2 DATE INSPECTOR SOUIyo� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPEC ION : [ FOUNDATION 1ST WUGH PLBG. [ ] UNDATION 2ND [ INSULATION/CAULKING [ FRAMING/STRAPPING ' [ ] FINAL [: ] FIREPLACE & CHIMNEY j ] --FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R M_ARK DAIL/ r . 4, T440 y IN/ ot � �✓ nn A� LAWA DATE qwslf-w INSPECTOR �OF SObIH # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION .- [14'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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -em6lfVlu�lp�t1 �N1, �iA✓ k4w Q �vvvuj ' ;v�vt �r s DATE l0 y g INSPECTOR �O��OE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `moo • �o `ycvuKn��' 765-1802 1 N-SPECTI ON [ ]XUNFOUNDATION DATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK DATE INSPECTOR to -3i -is 2,9 9� Loo � @ saVl � Y�x Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No 1 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—. Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable TI Mlr,tjf SO6 # # TOWN OF SOUTHOLD BUILDING DEPT. �y�ou►m,��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULATION/CAULKING FRAMING /STRAPPING FINAL �-lel' , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL�(,FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (at lfmi5k bwJ0 ip fvbw- .,� 0�7 - �11kA.,-SvvV t (V r l DATE l l 'Y INSPECTOR °I g� �- �aOFS qq O//Tyo goo �rQ�eWi0.►^ # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O [ ] RENTAL REMARKS: Douse c4- Se-rut,,Gee S+ou-e needs 14rCT .0 AJ�eA +;or wt4lJs rieed 4F61: dood rum-15 tCr ivt� Coca i i er n tas leaf Ae,+c4+cic "w o-u ,e, +lviec. 4 +o 5wtoke5 cU (p A Ax�o,5 4 er �ua!5 6-Fl polg4i'm DATE I L" �2 " oZJ? INSPECTOR --- hO�aOf soOIyO� 4 a l V 4D (X W —'1'r°l. eYKakl # # OW OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 2 INSPECTOR u 4 V4 t' Galaxy S23 i I f, ' I i i Galaxy Octr 1 A r _ 1 r 0 �l M1 h~ j t} E 'r it w i Ahk I - r , 1!!� y, r Orgc' Pry i W r V C ` � J t +. If �i r I.� x�r � ti� h• + a z J / � tt 1 ' S' ti r } r f _ Galaxy S23 'le M � t A4 T G_ T _ _ 4k y S23 r t� a' w rt Gala y S23 - .i I 1 Galaxy S23 • • • S!lz!!"aCOADMNTS grin FOUNDATION ly1]9-10- Aff,MMIT rm . FA ROUGH FRAMING& PLUMBING O MUM.am � ► ' IL INSULATION . . STATE ENERGY . , VMS _• ffiml oil � 1 i BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD BUILDING DEPARTMENT ' Do you have or need the following,before applying? TOWN HALL Board of Health b113 4 sets of Building Plans SOUTHOLD,NY 119'/1 4� Planning Board approval TEL: (631) 7�5-1"92 ,FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form 5 N.Y.S.D.E.C. ( 7 Trustees 7 C.O.Application Flood Permit Examined—p—,20—ff Single&Separate_ Xt%S Truss Identification Form Storm-Water Assessment Form l� Contact: Approved ,20 I Mail to-�IN �OM— ck Disapproved a/c O a, S Z ci,'rl ►���Ti Phone:(9�?1 4?1" d ly Ex ' to 0 �3 D ig at 1 spector JUL 2 7 2018 APPLICATION FOR BUILDING PERMIT BUILDING DEFT. Dat , 20 Tm`,rrr 0,,T,:QnTrTHOILD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the-work. — e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. n (Signature of applicant or name,if a corporation) (Mailing address of applicant) q,+1-7`l T-UG/e State whether applicant i owner lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises J0141,1 ' D/k N A/ dO NTH (As on the tax roll or latest deed) If applicant is d coiporation;'.signature of duly authorized officer _ �•,Pj t, 'aE (Name and title,of coKpoiate;officer) Builders License No. *2 �1 — d Plumbers License No. Electricians License No. Other Trade's License No. *2 52C5— L k/ 1. Location of land on which proposed work will be done: �2E�/1/1.4/� �2 �4 7� Zj 4 TZ TUC H let House Number Street County Tax Map No. 1000 Section /.3 Block Lot *�4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed eot;,struction: a. Existing use and occupancy VAC-Al\a— L41\1D ` b. Intended use and occupanc RESID C _ / ©� � �s�'n c�elrl�i� 3. Nature of work(check which applicable):New Building tZ Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 075 000200 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor l If garage, number of cars 2- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front //24 Rear Depth Height Number of Stories r Dimensions of same structure with alterations or additions: Front � Depth Height Number of Stdri ' '` � ` ' De c �I. 8. Dimensions of entire new construction: Front 93 Rear w� 2-°7g ��? � Height /6 "/b " Number of Stories / 9. Size of lot: Front 2Q0 Rear Depth // q qX) T45``" ^rFTea (y 10. Date of Purchase /��fi2C/f 26 FName of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO t/ Will excess fill be removed from premises?YES NO Flo 14/4 � 25 NE (('30 14. Names of Owner of premises � � Address Phone No. Y3 I— .V 7 F 6. Name of Architect .A*tt4 .5(21fWr4 9-7 _AddressG�,z��� .Phone No /�� 7 �- zf/ E5 Name of Contractor JQ#N (:!:�oA17'E Address s.4 C Phone No. s-4 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 NOJV,*'— * 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 1/' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF JOH9 c/flOA/T25- being duly sworn,deposes and says t�i6 gedsgualicant (Name of individual signing contract)above named, Notary Public,State of New York No.01 SU6185060 (S)He is the Qualified in Suffolk County . (Contractor,Agent, Corporate Officer,etc.) Commission Expires April 14, 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 C, I S` day of 20 d _�"V�p Notary Public Signature of Applicant $�EFQLK BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 _ Southold, New York 11971-0959 �� • � Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ert(c_town-south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION . _ _ -- - - -- --- --- - -- --- - ------------- --- ---- - - -- -Date- .. - - -- - -- - EQUESTEU BY``"- _ _ - -- - -- - : - - Company Name: V\C>rV" C—vc, � aec-A-r I cam -' Name: License No.: email: o Lv -ina-t' e.(e-c-ems© 1 �11Q- 'Address: 02 5 V4::l ilu Phone No.: D� JOB SITE INFORMATION: (All information Required) Name: o VA):" Address: p �T��u'l�i �-�'�- w1 l44 back— Cross Street: L<9� 1 C-G+ Phone No.: Bldg.Permit#: 9A0166 email: Tax Map District: 1000 Section: Block: -3 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ?wv u 7 16 n� Circle AI[ That Apply: Is job ready for inspection?: S I NO Rough In Final ' Do you need a Temp Certificate?: P NO Issued On (�! . Temp Information` (All information required). f Service Size .1 P 3 Ph Size: AW A # Meters ( Old Meter#New Service-Fire Reconnect- Flood Reconnect- Service Reconnected nderground ' Overhead # Underground'Laterals 2 H Frame Pole Work done on Service? Y N Additional l nformation: PAYMENT DUE WITH APPLICATION cp'10 �0 Request for Inspection Fonn.xis \ ' �ufF�k BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town.'Hali Annex - 54375 Main Road- PO; Box 11-79 93 t Southold, New York 11971-0959 Telephone.(631) 765-1802 - FAX (631) 765-9502 . roger.rich ert(cr:town_south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION Da*te, ,- R`EQIJESTED'BY:-_.. ._ - - ` Company Name: VN o6-^,/A &ice f I c-• " Name: License No.: tL email: n Lac,,n -r eAec—(:E, Address: /U �I', � �c>ri�� t ):35 Phone No.: — D0 JOB SITE INFORMATION: (All Information Required) ; Name: a✓tVc Address: ® �T��L4t of P VVl 14 Cross Street: Phone No.: BIdg.Permit#: �j�3 email: Fax Map District: 1000 Section: Block: Lot: �; BRIEF DESCRIPTION OF WORK (Please Print Clearly) uo rr - n� rp Circle AII That Apply; Is job ready for inspection?: SW NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required). Service Size 1 P 3 Ph Size: AL-D A # Meters Old Meter##' ` New Service- ire Reconnect- Flood Reconnect- Service Reconnected nderground ' Overhead # Underground'Laterals 0 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION co Request for Inspection Foan_XIS \� �, I Q PERMIT N Address- Svvitches ' Outlets GFI's -t4-g I I Surface Sconces UC Lts Faris r Fridge 1 HW Exhaust II Oven 1 WAD l 1 Smokes I V DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pecial- omments 4k4 �P-56 Scott A. Russell ,��°�u Ir ST(0 R IMMA\TE K SUPERVISOR I��1CA\��T � z A\G]EM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 4f. Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET A i J ( TO BE COMPLETED BY THE APPLICANT ) D MVP, DOES CIS PROJECT INVOLVE ANY OF THE ]F N ' 3 0 2018 Yes.No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which afftffr= than 5,000 square feet of ground surface. TOWN of soUTH®Ln ❑ B. Excavation or filling involving more than.200 cubic yards of material within any parcel or any contiguous area. ❑[✓f C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. I ❑ r7 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. J ❑E� E.. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. I: ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management s Control Plan was received by the Town and the proposal includes t 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 List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: 9Dutricl NAME: v G / L—r a_ _& �l Section Block Lot `Sign"'"'`((' �J / "*" FOR BUILDING DEP�1RTINIENT USE ONL`i- Convect Information: !�/ 1 '�3 / 6D irdephone Nmnbcd Reviewed By: Q - - - - - - - - - - - - - - - - - - Date: Property Address/Location of Construction Work: VAp — — — — — — — — — —or processing Building Permit. 200 Piece&AD r Management Control Plan Not Required. ZA:fjnn 7r.� �� Z r Management Control Plan is Required Engineering Department for Review.) FORM SMCP—TOS MAY 2014 APPLICANT- (Property #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) - .•• —b,,,,, U04V�) �� Stormwater Management Control Plan CHECK LIST NAME: J ry Section Block LotS M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ple.ae Primz/ p� Date: * The applicant must provide a Complete Explanation and/or Reason for not providing )J—W �?eB��`O�� !7 /� /8all Information that has been Required by the following Checklist. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). URAINAGE INSPECTIONS ARE RE QUIREn d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Contact TOS Engineering at 7 e. Limits of Clearing& Area of Proposed Land Disturbance. Backfill, OR Provide Engineer's f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) that the drainage has g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. EROS101Y.&SEDI I. Location of proposed Swimming Pool and discharge ring. -Shall include but nnt ha lirn, J. Location of proposed Soil Stockpile Area(s). A well ma' k. Location of proposed Construction Entrance/Staging Area(s). Wire B ante, 1. Location of proposed concrete washout area(s). Seepe�pd Stdbilia ion m. Location of all proposed erosion&sediment control measures. Ctive soils. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. r__�) �5r_ M MV-11�_5 3. Details&Sectional Drawings for Stormwater practices are required for approval. INN Items requiring details shall include but not be limited to: La An, 2 4 a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. F%/ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) y d. Leaching . .Structures (e Infiltration basins,swales,etc.)7 -- "' FOR ENGINEERIN D PARTN)ENT USE ONLYF1 1 Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By - - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. Date: Z,3 ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ' o`As�FFoc,��o Town Hall Annex ��., Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 fio Southold, NY 11971-0959 • — ...-.....-.._ .--....-B_U-U-DING—D—EPARTMENT — . . .. .. ....- -- - NOTICE OF UTILIZATION OF TRUSS T- YPErCONSTRUCTION, PRE-ENGINEERED .. ,' WOOD CONSTRUCTION-ANI)%OR;'TIMBER CONSTRUCTION Date:, Owner:• J b ON Loic'ddn'of Property: `T/ T'U /G S�z Pleas lake notice that th�,(c�eck;applicab. ): :� o% New commercial--,r*resid�e"r tfa'structufo , .,. `'Addition to�:ex residential structure. i fteh ibilitgI(6 L if an existirig;:eoiilmercial or resideh#i&8tructure=;"_... Li•1F. to be,,.constritct6&,6r.performed at the supject property reference above:wi ljhze (check applicable:-line): ✓ Trust type cQn,$truction(TT) - ✓ Pre-en inee ed iNt'Qi lcor fruction!(PW):.. Timber constrti6tio f(' in the following location(s) (checle,applicable-'line): Floor framing, incfuding girders and beams (F) Roof framing (R) ✓ Floor and roof;framing.(FR) Signature: Name (person submitting this form): Jo h4M Co rQ Fi5 Capacity(check applicable.line): - ,✓ Owner Owner representative ; TrussReg15.d6cx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 �A 1/2" The construction type - . STROKE designation shall be to indicate the construction classification of the structure under DESIG�NARi'1�0'N FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ ��F FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS «R � ROOF FRAMING lqww -WAN 61FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES •v _ PrRRuT Fon APPROVAL OF CONS i RUCTION FOR A DRAINAGE CALCULATIONS: f S.C.T.M. N0. DISTRICT: f000 SECTION: 139 BLOCK: 3 LOT(S):44 #R10-18-0050 [9 DWELLINGS Slhib^P�'", FAMILY r`ES!®fANGE ONLY A) DWELLING w/COVERED PORCH-2,636 SOXT. W.V. w/PUBLIC WATER 2,638 x 0.166�43Bcf REQUIRED (2) 8'DIA x 5' DEEP ORYWELL-442cf PROVIDED W B) DRIVEWAY-765 SQ.fT. t W EL 9.3 EL 8.7 IXIS W WA �` W DATE (1) 8'DIA1x 2' DEEP DRYWELL= 133cf PROVIDED Z I.S. R_�. f�i0. �/ _� I71VG TER MAIN W APPROVED EDGE OF PA FREEMAN W W Pop,iSEFJ'C:3>fAti uB9 BEDROOMS TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) �n r ROAD EL 9.2 1� W EXPIRES THREE MRS FROM DATE OF APPROVAL e•sue Flit NON-7RAFFlC ffARIND U.P. e'SIM FOR TRAFFIC WARMIG wAVr EL 1 O.3 MO N 71°.sl'¢Qr�B A-FROM*BIT PIPE CAST IRON DIM AND APPROVED OUTLET FM EL T).5 U.P.pr cWi EL 9.0 wra n iAyr' mvEn ro GRAM To 9• Dk� S wlcm L 9. _ L ❑❑ � IXISIING GRADE`-- __ SILT FENCE �PROPOSED STAGING AREA 91 DRgf 200.00, U.P.0 EL 11.0 A AND CONST ACTION NWLON. SILT FENCE121SEDIMENT ON SITE DRY Oo `1-DIA.3-DEEP HAY BAIL AND/OR Q a � EL 9 SILT FENCING EL 11.8 EL 12.0 8'DIAx5'DEEP11SM W EL(12.0) Bm 0'F�ROPO$pDRIVEW } a CT �'.' ZOy�VET2ED PO oE p 3 \ m . . ot::;::;24.0':::::;:• 60.2' �_ 0. EL(11.0) trl DWELLINGSz o to in:•::::•:•:••'•p '''''..:.:.:::.:....;.•::-.•.:. G<'FRACE::::;::. W/PUBLIC WATER TYPICAL SILT ter/ mac:::-:-:•:.::::: 1 ); o o' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SCREEN SECTION (S 4 BEDROOM SYSTEM �� STY OWELLIIVG:::: :=:r: \ \ 1,250 GAL S.T. ? �(14.0);::: ::-:::::;:::::::::= 0/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA \ FILL TO 18- (Min.) ABOVE EXISTING GRADE FOR DRAINAGE GEOTEME FABRIC \ 2 8'DIAx6'DEEP L.P. O LAND N F Df POSTS 3 50.5 '��•24.•'': OF WOOD OR METAL 0 14.8 ; EL(12.0) \\ ss:s:: :':':::::::::::: '.;� 4l KAREN MCSHANE FLOW DIRECTION o ` \\\\` .o EL(12.0) \/ LOT 14 ELEV. 9.4 ExCAVATFD AND o \ -STp11P 8'DIAxS'DEEP OL DR BROWN 1 1 BACiO1U.D TRENCH 110 zc,q i. PROPOSED UMR 8.4'`--`-_S[p0P_ - MAP OF GARDEN HEIGHTS #577 SANDY LOAM 1 OF DISTURBANCE f 5x4' _______ ________-12------- EXISRNG GROUND BROWN PROPOSED SOIL E 12.7 `. D m D SM AWy SAND 2.3' s - EL 15.9 MO N. �� CM m m Po STOCK PILE . EL 13.9 I EL 13.6 Q wto 40 r U.P. S 71°Sl'40"W\ o tv fOMEDIUM 4.6' SP SAND ZONED R-40 `DWEWNGS --------- __ GRAVEL FRONT YARD: 40'MIN �I w/Pueuc WATER �oFj --------- -----"- -1 EL 14.2 HIGHEST EXPECTED ('� SIDE YARD: 15'MIN 35' COMBINED 150' RUTH M MYERS 200.00' GROUND WATER L7. 1.4 WATER IN ,- REAR YARD: 50 MIN 'I JUN 1 3 2013 k' I C.I. LOCKING OU.P. SW MEDIUM 6.0' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL COVER TO GRADE I SAND LOCATIONS SHOWN ARE FROM FIELD OBSERVA770NS EL(12.$) FINISH GRADE GRAVEL AND OR DATA OBTAINED FROM OTHERS FFL(14.o) MARCH 20, 2018 17, 1'MIN-2'MAX 9 AREA: 22,764.05 SQ.FT. or 0.52 ACRES K. WOYCHUK LS ELEVATION DATUM: NAVD88 1/4"-FF. o"MI ' z � 6" COVER ' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 6" COVER MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 6" 6" SLAB ONLY TO THE!PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U71ON INVERT N EL(11.o) INVERTS LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS717U710N, GUARANTEES ARE NOT TRANSFERABLE. EL(11.45) EL(11.25)INVERT INVERT 7HE OFFSE7S:OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE EL(1D.75) EL(10.67) NOT IN7ENDEg TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADD1710NAL STRUC7URES OR AND 07HER IMPROVEMEN7S. EASEMENTS FOUNDATION FLOW 8'0 3' COLLAR AND/OR SUBSURFACE SIRUe7UR£S RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY WALL BAFFLE MI POOL CLEAN .COARSE SURVEY OF' DESCRIBED PROPERTY CERTIFIED T0: JOHN CONTE; DIANNE CONTE; 6SANDTANK 3'MIN 5 -$ GRAVE MAP OF: STEWART TITLE INSURANCE COMPANY; FILED: , ADVOCATS ABSTRACT INC.; USE 4" DIA. APPROVED SEWER PIPE SITUATED AT. MATTITUCK 1000 GAL. PRECAST S.T. EL(s.0) TOWN OF. SOUTHOLD w KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design Z 0 1.4 00, P.O. Box 153 Aquebogue, New York 11931 REVISED 06-05-18 HIGHEST EXPECTED GROUND WATER FILE �,' PHONE (631)298-1588 FAX (031) 298-1588 # 18-18 SCALE:1"=30' DATE: MARCH 15, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth X Roychuk a 175 S.C.T.M. NO. DISTRICT: 1000 SECTION: 139 BLOCK: 3 LOT(S):44 } #R10-18-0050 DRAINAGE CALCULATIONS: DWELLINGSREQUIRED /IY ' A) DWELLING W/COVERED PORCH-2,636 SQ.FT W.V. 16 W/PUBLIC WATER 1 /� V (2 8'DIAx S'DEEP f DRYWELL-442d PROVIDED yy `� 150'-►- aV" W n , B) DRIV765 x AY 765 127 EL 9.3 (1) x IA xe;- DEEP cf EL 8.7 EXISTNG �� (1) 8'Du x 2' DEEP DRYWELL� 133cf PROVIDED wAT� MAIN' W W _ �o �i R L7];7�`AI W ® TYPICAL DRYWELL PRECAST CROSS SECTION EDGE OF Fqy��, 1Jl'jl�/1 ]'� � W (GONG. PRECAST COMPONENTS) �f ROAD EL 9.2 W 1� W r sLAD MMRR U.P. N 71° APPROVED wtT P.s TRAFM SUM ra 01"'►xARf AND APPR04�ED aunEr P7E EL 10.3 ESL 8.5 51 40 E U.P. EL 9.0 WL 41 Du CDIEii to GRADE 70�Ar 4+pR f �W ARCHED 1/e'/1' EXISTING GRADE`-- SILT FENCE h k' s.1 200.00' u.P.fj PROPOSED STAGING AREA EL 11.0 11 A AND CONSTRUCTION 3 DRAIN W ADN. p 8 CRY SILT FENCE 12 �9oi SEDIMENT ON SITE y DRY1 `o c `j 8 Dux3'DEEP HAY BAIL AND/OR o a _ 1EL 9 f.. SILT FENCING ��,jj EL 11.8 m EL 12.0 8'DUx5 DEEP 11 ``$` _ F r, a U ``` ?� - wam-w?ROP05EWASH p DRNEWAY o a. 'D�j.AREA . ,F57M 41 �W LEL(12.0) OZ LI g. 1�_ -lo-_ 0p � ACK FILL MATERIAL TO BE I � 20.3. ��G'r Z`.. NLEAN SAND AND GRAVEL cD� rL 6.4 b EL(11.0) trl DWEWNGS t� fj Q ..r W p� 333 _ p- S�Z aoI', c W/PUBLIC WATER w N FOUNDATION N 150'-� TYPICAL SILT OCT. LOC4TION 24.0' 61.2' p CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SCREEN SECTION Qj 4� 4 BEDROOM SYSTEM \� `� TOP 25, 2018 G4RAGE W J/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA GRaTExmE RAewc .` 1,250 GAL S.T. ? FND: 12.9 FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE 3 (2)8'DIAx6'DEEP LP. LAND N/F surRORr Rosls ` OF WOOD OR METAL 5D.1' ROW DIREMON 0 14.8 \ EL(tz.o) yIWN� 1• N �pj�.� KAREN MCSHANE ELEV. •r.LL EXCAVATED AND DR BROWN BAcKTUED TRENCH !� b \; _ - DOW- EL(12.0) IAxS Df� -- MAP OF GARDEN HEIGHTS #577 OL DY LOAM 1'1• ExlsnHc GROUND + ----------- - - ------12-----f- vBROWN -- 2.7 SM LOAMY SAND 2.3' v \ " b� �C EL 15.9 \ pRpppSm LIYR 4 PROPOSED SOIL p DO a DO - MON. \� of DISNRBAIICE 4: STOCK PILE Aril �p m m EL13.9 EL13.6 ^' N 8 zmm,w I MEDIUM 4.6' u.P. S 71°Si�40„W`� SP SAND ZONED R-40 I �````-------------- ___ _ GRAVEL FRONT YARD: 40'MIN I LAND EL 14.2 HIGHEST EXPECTED OF Nj-_-`-- W/PUBLK: WATER - -----`-- DWELLINGS -_- 1 SIDE YARD: 15'MIN 35' COMBINED ------- 150' GROUND WATER EL 1.4 REAR YARD: 50'MIN I � RUTH M MYERS 200.00' WATER IN du.P. SW BROWN m M 6.0' THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL C.I. LOCKING I SAND LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS COVER TO GRADE AND OR DATA OBTAINED FROM OTHERS ET(12 s) FINISH GRADE GRAVEL FFL(14.0) MARCH 20, 2018 17' 1'MIN-2'MAX ; AREA: 22,764.05 SQ.FT. or 0.52 ACRES K. WOYCHUK LS ELEVATION DATUM: NAVD88 1/4"-Fr. / Fr. 6 COVER 0"MI 1�8�-�' a Z UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLADON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 6' COVER MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 6" 6" SLAB ONLY TD THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HlS BEHALF TO THE TIRE INVERT COMPANY, GOVERNMENTAL AGENCY AND LENDING INST17U7)ON INVERTS EL(11 0) �' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS717U710N, GUARANTEES ARE NOT TRANSFERABLE EL(11.45) a(11 )INVERT INVERT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE EL(0.75) EL(10.67) NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS FOUNDATION FLOW 8'0 3' COLLAR AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY WALL BAFFLE MI POOL CLEAN COARSE SURVEY oF:DESCRIBED PROPERTY CERTIFIED T0: JOHN CONTE; DIANNE CONTE; 5'-8'3 6 SAND & MAP OF: STEWART TITLE INSURANCE COMPANY; TANK 3'MIN GRAVEL ADVOCATS ABSTRACT INC.; BLED: USE 4" DIA. APPROVED SEWER PIPE SITUATED AT: MATTITUCK 1000 GAL. PRECAST S.T. EL(5.0) TowN OF: SOUTHOLD � = SUFFOLK COUNTY, NEW YORK KENNETH M �POYCHUK LAND SURVEYING, PLLC z Professional Land Surveying and Design EL 14 P.O. Box 153 Aquebogue, New York 11931 HIGHEST EXPECTED GROUND WATER PHONE (BSfi)298-1588 FAX (891) 298-1588 REVISED 06-05-18 FILE # 18-18 SCALE:1"-30' DAIS: MARCH 15, 2018 N.Y.S. LISC. NO. 050882 mdntainins the records of Robert 1. Hennessy &Kenneth M. Woychuk I 1! p S.C.T.M. NO. DISTRICT: 1000 SECTION: 139 BLOCK: 3 LOT(S): 44 OCT 3 1 2023 #R 10-18-0050 W.V. F— w -- w w SUFF K CO, €��EALTH SERVICES w — OFF E OF OIA S€MAIATER UNIT, s DUSITNG w w E C I WATER MAIN W w EE w � w w F EDCE OF pAVEMENr ; ROAD w — w w w U.P. P S E P 4 2024 MON. N 71°sl#40,,E W.V. -U.P. W.M.._ Building Department Town of Southold I 3 # 200.00 u.P.jzs' 0 DRY WELL 8'DIAx5 DEEP 3 WA J J� Q l\0 ti�39, LP90AS r, Z2' SANITARY LOCATION '"`� I FE CE D LP 45.5, '-DRY WELLS o A B �W I a cA1E .....19'E23S.T 20' ' v O L.P.131'34' cal :::;:::::::: :: :6:2 :0:;::::::.: m L.P.2 37'24' N LnE I LP S.T. QD. :::...... .•.;:: ::::::;::: N:; ,4 N:::::::::�:•::�:•:::::•1 STY FRAME;:::;:;::;:;:::::::•:.:•:-:24.0.:::::::. 61.1 (2)8'0X6' 1250 gal. DWELLING ::::::;' LAI lu I I/F OF :' FFL 14.2:: :: :: :: GARAGE KAREII HCSHAIIE :::�:UNDER•:::°' o �. WOOD cA1E 6' WOOD FENCE �y ,4 1 I is STEPS WOOD G4TE LOT 14 Z DRY WELL STEPS ` 2.VW NAP OF GARDEN HEIGHTS #577 I.Li I 8'DIAx5DEEP 17L--• O ly I1..7'N DRY WELL )` MON. .3'E V 8'DIAx5'DEEP o U.P. S 71051,40,,W —x 4'CRVNUNK F� 0.7'N T LAIIu II/F OF 200.pp 3.1'W�` RUTH H HYERS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND OR DATA OBTAINED FROM OTHERS APPROVAL OF CONSTRUCTED WORKS FOR I NAVD88 A SINGLE FAMILY RESIDENCE AREA: 22,764.05 SQ.FT. or 0.52 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL7ERA770N OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY Date: FFR 9 5 - H.S. Ref. NO. 1�I D-18- D iJ S D MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON The sewage disposal and water supply facilities at this location have been LISTED HEREON E. ., AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE inspected and/or certified by this Department or other agencies and NOT INTENDED'TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS. EASEMENTS found to be satisfactory FOR A MAXIMUM OF A_BEDROOMS. AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEYOR DESCRIBED PROPERTY CERTIFIED TO: JOHN CONTE, DIANNE CONTE, 0/%A"5- 41A�lf MAP OR r STEWART TITLE INSURANCE COMPANY; CFIAIG KNEPF'ER, P.E., CHIEF FILED: ADVOCATS ABSTRACT INC.; OFFICE OF TASTE MANAGEMENT SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FINAL 03-31-23 tea_ ,�!f P.O. Box 153 Aquebogue, New York 11931 REVISED 06-05-18 PHONE (e31)298-1588 FAX (631) 298-1588 FILE # 18-18 SCALE:1"=30' DATE: MARCH 15, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Wayebuk REVISIONS: C 84'-1" 45'-61/2" 31'-95/8 6'-87/8" 5'-0" 8'-0" w T B ; &':2:X�:ILL RET.WALL - - - RET.WALL 4'-0" — - — — - 4 —0 O, O (2)2X8 ACQ Vi O a 1 12"dia.CONIC. 1 1 12"dia.CONC. 1 O 1 PIER 3' ' O O ' PIER 3' t p ' 0 BELOW GRADE' � I I 'BELOW GRADE Zo ' I ram-, (TYPICAL) x @) (TYPICAL) O I - ----r-0-.-D-a.---p-♦----.--°-v---r---D-•---p-,----.--v r ♦ D.a e . v . D.a p♦ e . °v . D a. p♦ e. . 4 v ' . D a JV-♦-p-.--.- v -CXWI6-- --e--------.--- - -o-.--a-----p e . --- ---CXW --- I 1 - ----------------------------- ----------- I , - v p 4 e .pe pe o p♦p o pe pe p e . o♦ Da ♦p e ' r--- ------------------------------------------------------------ -------------------------------------------------------------------------------- ♦ 'C Q r---------------------------------------------------------------------------- -- .D O • I I 1 , I I � ' I , p♦ , I p', I I ,• I 1 1 ♦, I I 1 , I I I O♦ I ♦- I ,,,.I I 4 .a D' D' BASEMENT 4EA .D ' 1)UELL I p', I I ,• I � � I r- N I 0 p , ' ,_-- ' ' 4X0.226 TUBE STEEL COLUMN _ ______ o 4 i j i ♦, 48"+!C48"X12"CONC. FOOTING ' - - ^ ' ' (3) 1-3/4X11-7/8 ML GIRDER , , , 1 (3)1.3/4X11-7/8 ML GIRDER ' ' ' ' (3)1-3/4X11-7/8 ML GIRDER ; ; 100 CID x--- ===x--------------------x--- ===x------------ 1----- -----I------------ ----I----- - I--- ===x=--=------------ - T� I N ' =Ir-------------------- --- ------------ ------- --- ----------- -- -- -----_----- _ I I 1 . I 1 1 1 1 1 1 1 �------1-••-----------------1 ' ' 4 I O 1 e I 10 —0 10 -0 I 1 10,—023 -3 9 -2 ------- I 1 1II I� 10 -0 , ----- 9,-2„ b° e 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN ' , 4X0.226 TUBE STEEL COLUMN •,v �� I •' I 1 . 36"X36"X12"CONC.FOOTING 36"X36"X12"CONC.FOOTING 48"X48"X12"CONC.FOOTING I 36"X36"X12"CONC. FOOTING U 4 � GARAGE 1 I I I H H I w M LL LL � O 1 O N ' < N I N I ' 4 M N I I I I p I ♦ I - - I I I • I I I , 2 X4 ly I I bV I I • I � I ' � �. L0 a I 'p ' AREA UP I I WELL `--- --------------------------------------------------------- Pr L�DGER BOARD TO BE FASTENDED rw 1 2Y4 F I I v • p •_ v p - a PO BUILDING WITH TIMBERLOK(D @16"OC ; , ; 10 o . $ELF-COUNTERSINKING SCREWS __ _-- 1 ' SY OLYMPIC MANUFACTURING - D - I °° �- ------------------------------------------------------------ -- © ---- - 4 ---------------------------------------- ------------------------------------------------ 9)MCl ------------------------------------------ ----- -- n♦ (2 SCREWS @ 32"O.C.) ,• •v • .� D' 4 pa •v • -r 7 4 Va •v '. p 4•� pa •`'� • Q. •, D' 4•�. p`, •v • Q. -. 7 4 pa •v ' r-------------- pa •v ' .I p 4 pa •v ' .� V 4 p ,o ' .. I I , •L] e--1 - -------------------------------- ----------------------------------------------------------------- - ------ ---------------------------------------------------- N v 4 —31/2 16 —3 31—61/2 1 6'-51/2" 20'-33/4" �n a, CuL v - 5 O <0 1 ^ o m `D 12'dia.CONIC.PIER � ' Cr Ch O + ++ dU w/2'X2'XI'FTG. ir'-',,,I Q.a U 24 —1 3'BELOW GRADE (D O X O rr (TYPICAL) , w a --- .---- ---- •---- .----+. 4 x 1 (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER 1 , (3)2X10 ACQ GIRDER , , (3)2X10 ACQ GIRDER 1 , (3)2X10 ACQ GIRDER v ____________________________L 4! 0 1 FF_ _3=___________________1_ __ -I__________________________r __ _t=___________--__-____ __ ______-____- _ _,_ � ____________ _______________________E __ B 1 E- -r-------------------rO-I--------------------------r0-r------------------------------ 0- -----=�=0�--------------------- r�=r---------------------r=Q , \ � U N � � v en o w � 8'-6" 10'-81/2" 12'-8" 7'-11" 9'-51/2" 9'-5" 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 4. GARAGE SLAB TO BE 4"THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC W EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOORS) [-+ RESIDENTIAL CODE WITH A BITUMINOUS COATING. FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. QI #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR C ~ 2. FOUNDATION TO HAVE 20"X10"CONCRETE(2X4)KEYWAY IN FOOTING. APRON. V FOOTINGS TO HAVE 3-( CONTINUOUS RE-BAR.ALL FOOTINGS TO REST FOUNDATION PLAN ON UNDISTURBED SOIL{MINIMUM 3000#CAPACITY). 5. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. QI 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I I'-0"OF CORNERS. SCALE: 1/4" = 1' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A N MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO (~ BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. V w A 'a- �:>> x DRAWN: MH/MS T _1^ Ii = * SCALE: 1/4"=1'-0" 0C 2 4 C:v �, , 3 °, r JOB#: .c . ' October 22,2018 )`UMDaE4G,DEr 1• � �a � ' >r� SHEET NUMBER: �� 0 `. O 0 ?SOS ., - �r — B A-2 w ARR 0 ED AS NO En DO 140T PROEEED;V�y'H DATE: "g p ::.. 02 FRAMING-UNTIL SUpVISY; ' '" OF,FOUNDATION'LOCATIbN FEE:- BY HAS BEEN'APPRdiIEDr ''.NOTIFY;'` DEP �.. r.. 7fi5=18A2`:" ? TO 4 Pm, 4Ft; t.7HE TOLL yq, : OUNDTI+I'" TWO' 1 ' RtG1114ED �.: FOR.:PQ. CONCRETE 2."ROUGH,;= I ZING A PLUMBING. 3.".iNSULA i ; TRUSS PLACARDING REQUIRED 4. FINAL:=-CONSTRUCTION MUST :BE,COMPLETE FOR C.O. " ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF'NEW ELECTRICAL YORK STATE. .NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS.- COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ---�BI�MAL-D.�OWALZBA ARD S OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE IMSPECTIONS ARE REQUIRED AN���.lighting Contact TUS Engineering at 765.1560 before installed,replaced or Backfilt,OR Provide Engineer's Certification that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code • s z , _ Cam.. • t`. IVV :C04 TOWN OF SHELTER ISLAND 38 North Ferry Road, P.O. Box 970 Shelter,Island New York 11964 William W.Banks: Building Inspector&Zoning Officer Tel (631)749-0772 Mary C.Wilson: Building&Zoning Clerk Fax (631)749-9305 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY December 14, 1999 THIS CERTIFIES that the building located on the north side of Sleepy Hollow Road,distant +/- 948 southwest of the intersection of North Midway Road,in the Town of Shelter Island,New York and designated as Suffolk County Tax Map#0700/014/05/07 conforms with the application and Permit No. 5476 dated July'25,'1999 and amended December 14, 1999 on file in this office and complies with the requirements of the Zoning Ordinance of the Town of Shelter Island, New York. Zone: C-Residential Occupancy: One story, one family dwelling with unfinished basement and attic storage,rear deck, basement garage area. This certificate issued.to: Kathleen S. Bowditch 12 Sleepy Hollow Road,Shelter Island, NY No. 5274 _ „ 1a t : _ s-•_�2f_. M' �. •y '-ice •�' _, "r -�- 'x_ ' .:.• 5T!!�f �I rr�, r L .1 'G:i' ! 1qQ .-:•�, INULA 2n R txT' MILT s DESCRIPTION � + R a, D SCQIPTION. r�v7tt disco • `�• + %t': ii t•'• r ,r1COVF.e SET 3 22-91 9 2$-98 7a CROSS CTdEA�/"Ptu-.2a 3l C 3-22791 2-19-98 CAPE"-1•FfL`dLY.�_. '.. r 7CONNECTION"OE 2c RAI5l U RANCri - 1 F LT.f 2a :. 28 55 2-19 08 2d . RANCH ELL`vi:Y,T. -O -.. TYP RANGY,PLAN 3 Z2-91 2- } 26 TYP CAPE PLAN 3-22-91 2=1 98:'_= 5 7b SECTIOM.'for 2b.t 3-22 9k 6-+98 ' 2e.". RANCH TEE 2c TYP RAISED RANCH 3-22-91 2-1$-98' f 7b.1 CaPE•MC OELS:`- AL T,: DET 2-19 c2 2-19 98: 2f.'Y"SPLIT;. 1"FAMILY ^ TYP-RANCH ELL 3 22-91 2-19-98' 7c CROSS SECTIONfor. 2c.t 3-22 91 2-19 98 2 - SPLIT ° 2d 3-22-91 ' 2-19 98' 7d CROSS SECTION for 2il a 3 22-91! 2-19-98... 21!, RANCH : 1`or 2l At 2e . TYP RANCH.T=' RAISED RANCH.-Y 322-91 :2-19 98_. '." '7e CROSS SECTION for'2f.g 1 3-22-91 .S='98: .2ii: 2f rTYp SPLIT ELL ' 3-22 91' 2-19 98 7f' CROSS SECT. for 2yk k Ltit. 3-72 91 6-4-9$ 2 :!' 2"STORY r 1 FP111L.. r �, �- a : �,, 2 ,,TYP.SPLIT LEVEL TEE 7f1 CROSS,SECTION'for 2s' 3-22-95• 5-4-98_t�'" 2k •2-'STORY - 2`.FAk1ILY7ti`t' `' +` ', RANCH- 1•-STCRY 1 FAMILY r 3 22 cl 2-is 98. : OP RGOF CROSS SEC 3<22 91 ti 4 98 Zk_1. 2-STORY UP F L 21 OR 2 FAMILY' 79 y: 1 ISED i FAMILY 71 9 9 19/77 CATFL:ROGF' ' -19 98 q,' 21 f ND TO QID 3-22-9b 2-19-98 7h. CROSS SECTION for 2m.-J, •322.91 ` 6=4-98 ?tn 2 ATTACHEDOR 2 FAMILY 'CROSS SECTION for Zr,•r 3-22-91.:' 3-22-912rc+�' IC�.E FAMILY.A- 2 JV 2 STORY J 7'. ALTERNHCONST.'DETRILS 3-22-9L 2-19 98.. 20`2 STORY-'2 FAMILY 3 2Z-K. 2=19 98."r RLTERNtATE CONST. RLLS 3-22-9L. 6=4�i. .'2 STOR7 IPPER/LOIlER�2Rh1ILT3-22-9t' 2-19 8.•. 7k_L Zp 'SLIDE:2 S 7/12 CAI]L ROOF OPT. 3-1-93-:: 2- 2q tier:' 2t. ::END T0.EW SPLIT �! ..`; r.•aC' T < * :i+4 2m ".TYP CONTEMPORARY 2 ST.ORY 3-22-91 2-19-_8 71. RL �RTE CONST."DETAIL55" 3-?2-91 6-4�8! 2r l3OX- 1"F 2a`..:.1 FAMILY FITTACt1ED--Z..STORY 3-22'91 2-19-98. .7m RL TE CONST_ DE i' "5_ 3-22-9L"- 6-4'S8' 2s .fi, '2 5T "TYP SINgE.MO�JLE' 3-1-93 2-19098'.. .): 7a: -ALTERNATE CONaT_ DETAILS - 3-72-91 6-4-4a- 2t AET i Y "+ - �R'.' '� r ;,�`' r' _ °�''�• ..' i 11P SINGLE MOCULE:2!STORY 3-L-93 2-19-98 7Z '7o St i;:,60X trATH..'ROOF OPT.;, '3722-91- '2- I DIPAWB! i SIT i• -. X' catr f �r, +: .r -•a, }22-95 2-19 98 7 CROSS'SECTI�1 for•20 3-1=93 ' 2-L4=a8'' -=',,,, ' 3 MOOT LE RANCH -22 95 Zr19. 7q C205S SECTIC7 for'2p- 3-1-93 6-4c98• f pp'T;piq p� �4o? SALT BOX. 3 08 ' nay s u CROSS-SECTION for 2t'" 3-22-95 6 4498` t urEri� G. 22 95 2-19 98 23 ri_'SIX.BOX.2 STORY 9- PE++ BE04 P, 1j>` ,i 1 v fLTERNRTE"2 STOR( 3- -9S 2-19 98 "I'r" r 3-22-91• ?r19 98- PETtH?V�O BEQS PtO .. p•'' { `' "t,=- r' ;!' ATIONS. 3-' -91;• .2- 8a .ERA(iIN(i DETAILS ti' ;t ZE_i' OFTIOt iL ELEV gb II1G DETA]15 Z19-98 •, �... I RTIONS L:i_ 9-22 ZE_2 OPTIONA_ ELEV 9 98 �.i'lf •_ 8c FR�1Il� DETR115;'ht% E L "0 .t• :,, 1' is 3-22 91' 9-28 98'' 8d"" FRRitING IL a' 1- NA, L oaTR PIAt STq 1 ' '4' , ' EDUIES 6 NOTES ,: `+ + 2-DI5 TEFF a5?r;. "•� s I :: jLIYr 3ti "ES'6'NOTi .: 3-2P 81 5-4 98 RATED AF1119L ti .: x .' "•- 3� 5TT2UCTURAL'SCHEQ_sjNDTES J` 34 >'. 0 +. FIDE? Y' .3- :, ROOtt 41FL1 'IItin _ r 9a;i'.2.FRMILY -if r 1• tEC sTnEIJOtf[ CN; •_ �. '" P,.•' + r+,�. .�"'P�.';�_ f 1 "8� 7ED R5�c71BL ibET1I1tS' `3 eaTie I�'Y .. 3a ..(' _O�•Y"'•'�kt•' - •+ • = •4e. FC1A•1DRTION for 2n:b.' r.t 3-22-91 'gb• Y "s r+ '11i98: _ 7�' r !rs t;..••frxl. t - w_.,_ .: .FOtAt3RTI0N for 2e: 3-22-91. 2'FAMIL , z+ Fxoe1. i s' x. �`" " •r.. }` 1 '2-L9-98 3' F1RE-(SITED." Y.f7RLlS c �(�ET ^+ FDIiNDRT1ON for:2d:e! 39g1 2-1498 0 '- 2 FRMIj:1f 3-72=91- } 48 ;r, RcoA 4d FGUrDATION for 21 TED RSSY. ",fit S? f• f t' :_:'i ;y. �•'�7 FOtAiDR ON for 3-Y2-91 2-19 98 %a^ t 6'14-93 2- 4.lii s�1L 8B OFXIt� 9+fiI. TIC" 2hGk,Tc1 ZERO-LOT LIIaE FIRE RBTED. name v 1 r2-19L9824 3-22-9 � � ?:nAanun •CUrs.•r�ts�: e •s !" +•;f-'. ,�'''` - 'F.OlA1DArIOt4 2-19i r pSSF118LY• - 1 . " 5 `- 3 'e TION.for.21 3-22AL M e: _ r_u M1,i' u 4 _ F0t7F><JR :v. s. S ao5ET5 3II>: ram•_ `s.'-t •.k'. :5:: !4 2• ZERO-LOT 'FIRE.RFTTQp. nurttau+cmarf�rns.row. �+ • TION for 2a'� 3-22 91= ^� af- •: °' ' -- 4h FOtSUR 9a ASS'EMBL:T. - 2 �Y Yk' ,�� L�, 'Y {, �; �:`"�7.,t;L :{T. FOl9ORTION For'•2o' ,A h w: t y. r• , 0� 1'. ` •.f�'a..'r for 3-22-95 2 19=989'. I.' . f FOL IDH ION HVAC'xOUC STS:Fa1 2'1998 1` ` <+b�c� ! M A.=t •. 'E f;..ti r'y ,,;' ..*A.'r,!.',^ DLrtJDfa7ION for 2s 3,22 95• 219398 IDe- TTIC 7: �= �.� •� i i a �3 w eR ICFL MYf3C OL�CT'S(SiE1t "19�98` ECC®'!+.¢y�Trt H'eRSEt10IiY' _II+.,i�f., '� -s• .. it ",, �. _ f .IOb a CEIJAR'OR•FIftL4ffi Cft INN j, •. .j ! _'_s > "',•.:,,. 2d 3 22-91 2-i9-9� �tLtAR SURtltT CR � �eE' '!:°-to• _ •,d: t. ,r..,. T _ RND�CRPE'ri00E25 ;f+.,.. ' �' y ST;z' ELECT 6 YEA for. ICRL TSTEM ° MasatRf lOct RS: %{4.s ti s L 2-19-93_ H m`' i. - .`:4fr'•r , + e '-�^ --s-:•' ".1, ,_ - -!' - _ Sb F1ECT 6 BEAT for2b3-22�9. .iQt' (]ZJ .4-2=97',i .19-98 liFOiCOCOR•$tnttIIa05i 9t ... r. f or 2e 3 22�1" 2z19r98- 2"5TORY.!1 fit SECo� STc;Uem71 XLEC7.6 HEAT•f , 7h.7f,7w 71 74 �. -'+ •' (: 'I.3' ^� ELECT ti-rAT•for Z5 e.f 3=22�1. 'Zr19`98 ,-' ! Foe Futearonr�lEs �E:O '!✓! q% •1, •'°l:.a:- .'� �'~. 14 - •%f'''' %`' '. .••E'+w: - 6 IiERT fora 3-22�91 ?r.19-98:` "t: :7'' �� S""N(7 so P5F o6iGr,-ERE FL FOR 74. y: ..�. +;" wv so za �•..:. CT 6 HERT'for Zi�,, I .Sar ELECT a '.g'�?. "e rr ` �/• t ' s r':t a ELECT 3 t1ERT.for-2;,k 3-22 9I 2'19 98 �I'• Y, �. r. .i t' ::7::` `?s. c E24-93 .2-19c9.8' f E S� ELECT 6 FEAT.for 2k_1 �T d HEAT-for Sh ELECT 3-22-1ji. 2.14-98: ` * s �."T r'Y rf: - `'n `r. L`: Z Y� •n. T f 2tit-_ 3 YL-�'. 2-19 ,.� .. •' _ Alt.' ,y 1. }�,�•�.: �4 r."" NY.:»� Si ELECT S HER or _ - . �..t- .) _ 42.- A p t". ' •` at :,,e s=' -r'ri;.• ,- S ELECT 6 HEAT•Ian rn. 3-22 1 2=19� i •A RND A2.. 0 -tiR4 •p :r -'.� +"••�1• TIONS � .. J _ IISE GR :�NY- t I .. •. ! * ?'+LNG. - PLANT L-OCA p ECr Sx+EAr•for..2q. 3-1'93 2 98 CONST[dJCTION^TYeE:t18:tJY - �.y` J. r r ' 3-1-93' 2-19r98 AlL=0 r TEeTEO",, r -'� pESIGN'LOfOS• st ELEcr a-t IEAr"for•zP 1 SEiSJ tIC'Z VA- 2' I rQTt ERs - r�1 , : d :�;7�: ' i•. !PSF•(30 NSF S1 EEPTI!�G, 3-22-95 2-19 9a•.t FLOOR:•. 1 ES.. 5m ELECT 6 HERL•foN2q .;, .t, ;e• _ i?. 1• t E I •5 WAIL STUD'?SUMMARI _ 98 t" r y - MUNG7; p. WINO`SEE EXT. SIDE ELECT 3 FERT;fo 2r. 3'22=35. "Z 79 r" „�' _ + r• o -ti t %[.` +..1 y:i.' - 1567 U 4.2•I �'f P.O.'BOX 325:r' c :�. 5 -95+ 2-I9 98 .p L7. •y� DRAWING pN T•'F•OR NY "So ELECT for 2: 3-ZZ : :DEPa OF S7a7E, �. 4: MU i• r3":� . n ROOF: SF 0 ��. RTM h Ip �' !1 1$AT..for 2s "i.• 3-22-95'!' 21 r ,tl. CODESQrASIAN NK PSF.(SEE NOTE is i ':'P:'4 40.PSF.r#b0 ..., r a 3a22-95 2- r =� VISION .''�'•,: S ELE,•T.for 2t ALHMJ1FjN1F t22}t OOQi.� r q _ 'i." fr s �PPca+rai f" Mode!'or ST:R.O..80X 344."_ y,CONSERVATION'C�JNSTRU ION C yEAT,far2t 2.ER NYS.'ENG Y;.Si COMPLIANCE SHRL L BE"THRU'.PART 5 A ''` T ti: INDIVIDUAL CALC NS -a. OUS pETAICS ,3-22 , 8 �'' qpp 1 ;t( ',:. WHEN,USING PAR 6e MJ ELSE -91. Gcauan qL, Manutadurets o L'BE DONE FOR EACH k�C1E'" TYP PIU 1[31NG:r- MODELS 3-22-91 PREMIER BUILIDERS OISION 3-10=97'• :t^ '6.�P a•ee+aeco-a�a 5ti7�PA" (�cUtE=442 EAST, P.O: BOSS 337 . :11 o-bs ['L MBWG for z;k k_1 st •'. .- <. 1 - _b Y' '. a .. ,r. ''T;8• �� .._{R.• oiamCvr>t ew o .7; .r ��y. :•v t t f r i-RsI"Iin-4 it tic MBING or 2m :�•;. •a ,� MUNC%'(rNI: ll� w.;( - toyvi1t+:ili�r.DT,,RzeG o Lmn \` .J �`^ {' iS:•- .„'�'��Y,.1:' :a. , MW gg0iii.'taP7i �. at. j c� - ,i.i '..r' ti" • :� n� Lv11 s'ii �l T•i f7 i- .,a-+lti el-a• Y nw�3j1 j_ S•. •ti; . . ..N le . x; , r t. .��� , :.�� I ,. --- - . . _ . .. ` MUNCIf:,}-ibi'!ES,'•.INC. �': 60'-0,. -- - -1-2r--4- 1/4" „ 11'-11 , 3/8" 1 - 0 1/2" 6-8 7/8„ 3 37 4257 4257 - 4 7 48 12 301 = 2 12'-7 3/4 GAROENTUS17, O O 24- I 00. 10'-5 1/2" ;o4 8-2 3/4 12 1 4 1 -9 1/2"13' 48" . ° 0 ER KITCHEN - = DINING. BOOM - - I � . � - ATH # CD - , `` �° BEDROOM #4 ' 1 Cn. ID 1 C7 in m oc BRTH #1 � ' - . ' (m 1 V I N _ 48" p ' IN. 8'-2 3/4" I N ; N 30" I I ,l r 1 CD ' CLG ' 30" 18" B.SMT. BSMT. ; ACC � cs, 30" COLUMN COLUMN. , PNL , N 30" 10'-01, 1 30" i - - - - - - - - - - - 4._3.. - - - - - - - -.- I ' 48" 30 48" N" BEDROOM #1 � m LIVING ROOM - - BEDROOM #2 . BEDROOM #3 17._l.. 6'74 1/2" L 14'-9 3/4" 10'-5 1/2" rTr _ + 7 3/4" N T31 42T. 8'-0 1/4" 42 7 4257 4257 1l'-11 1/2" 12'-2 3/4" 42 7 .� 4257 "TO th# We# of My knowledge, belief and professional jt 08 " x 6'-5 1/2" ED TO f h R PORT1 EWRLLS - 2.6 far t� 1: this Factory Manufactured Home H) p!an has been aptiroved BLK OPN'G 70M � �999CEILING HEIGHT - 8'-0'- \ from�system set of FMH p!a�is previously approied by Dept of state. LABELS App!icston No, M1307-97-02 ' Aftnuftntu er's No. M1387, Eitfntion S.F. 4 1650 ' Ds#e 5-5-LOGO, t rhict� tins not been mode in any manner. R energy portion of this M plan has been prepared using Part ��O�O�I� o QJOL'DE P.QQ7X 344 RT.4i2!i[�1CY. 5. LWhs r Pad 6 of the t�evr York State Ever Conservaiiottp5i A �,macV r �„� 3597tru�n Code (Energy Co&) and is in full compitanu eEOR��E� I-10RIZATIOMM °ATE BEST MOD HOMES / BOWDITCH ORTFIgF1$E I�V�E: wb the Energy Code" 23883 MF•NUP. RUTI-MIZATION OATE: 28 X 60 RAISED RANCH - SCRRNTON SRO 6 520 - -� 1GFI GFI III f3 $ _ ; 21 1 1 1 3 _; 1 3 �11 I - - - _ - - - - - �1 - -- - - - - 0 1 r -- - - - - - - - - - - - -- - - - - -- 1 1 I 3 !Q2 ' - - 1113 i _ i - -- i _ - la S DIr —� — t 1 I I - 1 Mo 6 I' '11 � I 1I,4 1 1 I 1 _ I � r' _— •- - - - -- - - - - - - 4 — r-7t7r — +- - - - - - - - - - - -a - - - - - - �3 13- - - - - - - - - 11CLG t r- --- t � f�CE;- 8 3 3 r,rN i S i g - - - - I (��8 1 1'NL , S 1 ,,}}{{�� 2 3 4 1 53 3 IBC --- JR03 1 1 Q V���C20 t ' I 21 0 1 ' I - -- - - - - - -- - i 1$ - - - - - - - - - 1 ` � 1 1 •� 21 ' ' 3 8 -tlj cA- - - -- - -- - - - - - - - - -- - - -- - -- - -� 8 18 - - - - - - ---- - - I 8 ' 22 i 8 1 18 22 ' I 18 21 20 Tj1 41 I I 1 22 OF Nsby10 i I 3S ' - - - - - - - - 18 W21 21 Q 20 20 , qP 22 I •A "To the best of my knowledge, belief and professional judgea�e tGFIWP 22 22 IrTLI 1. this Factory Manufactured Home (FMH) p!an has been approved from a system set of FMH plans previously approved by Dept.of State. . - Applicaon hln.PJ':1387-97-024,Manufacturer's No.M17,Expiration Date 5-5-2000, which has not been modified in any r:tanner. — the energy. portion of this FMH plan has been prepared using Part 5 or Part 6 of the New Y©rk State Energy Conservatian 5-19-99 ns�scdon Code (Energy Code) and is in full compliance- Pa9C .'4 Rr.*+2 iC y J. ; A p QF Aot+/CtcY P MW_- 3-5-97 with the Energy Code" e�o� VE1• RUTHMIZRTIOPZ DRTE: BEST MOD HOMES / BOWDITCH O E RTFmsE "R" ' 23883- ---—QO�M4sT FY1F1r_cr�C-r. r••�..... • --:- i-m-Nn!-- F- - ' ON Y 'A38 3�iOS 3180 �8 N2i0 o-sLa uci 'AoNnw I 8bZ X08 -0'd 'lsd3 Z++ mnoz!; kid Lgm- .o-t.si[Limns ot,s/t its "ONI 'S3WON 13NnW SNOUtJA__-G'I n_WJ Z� 1HS 3g S31ON 4 �NOIItJA= -NU-M 13001d i S��O 1 d�. /M NU a 1 1 1 , I I 1 1 1 1 � 1 1 •-�` 1 1 1 1 1 1 t i , ; 1 ; t • scow �� 'ITTt� - - " S3Ia3S 2I31StIWp1�Ao Ian 6661S3 .p rc a r . .� �toila a 1' in8 � oiav4 - _ . • old --------------------- ----• 3 � § n u i " 93 ' _ $�R a� -e> v '. .�• �� - Mu.o-oi• - - - sz.•mow-33S - �' Wts m 39 01 JU%NOU%WJJ3S I—a/3OtlaH0 - • f 11T➢a'1 CD FLU SM S3d Sti _ t K o m W t 3eG�°3x�'siri m n ----------------- --- _ NC �A ~ - _ _ Z-�i. 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IL S . • 7/ir OIL 7/Ir OIL•SCATHING. '3/1• '•. - - 3 ENO JOINTED ureEi r ar OE USED TNm7zr y,,_nw if ; •. � - - u/3r- 15/3r - 29/32 rsc 08 sTtrzD-t-.�.aca ' . WITH SOLID 2C ..IS z■0 wr 1 xxm.1,OR MR 24• IV m SYP•2 02 EOUL. - 1/2- 1/2• - - S/r i RNA MCC IN_JXL2 CQS?A1CTg Sit WMCL•'S' . �� • - 24' 1S 2re.-F•7/4 O:EGl'c 2•^ is' 2at0 Sf-.2l•1 OR EOlk`. - .. - TI mbG VSIDING 3/V - 4. RLL STSv1RRT TFOLES REEL MT THE 1991 NOS 24 24'. 2a STJ Q a EGA- '2S 16 230 Syr IM •2 CR SCRUM. 19/3r carmnnom 4�'F.Ani=,/sMIND - .. S. YIfM ATTIC FLOOR IS DESIGNER F0.SMwZ.F, . \ 2P 230 S.r cmyns•2.OR SOP_ 72' - 2a10 STP Q EOUZ ST-ca�BOi1TI0N 9ERiT1ING/SIDIIG SEE'GENERL NOTE•S USE TIE ROOF S!ERTH[NG S?�LLE L INTOWR NM4- .WELLS ART 9E- 29 iS 2a5 SIP-•2 CR E'CU3l.. .' - 2S >t• wO Wr LSCUR9•2 DE E0.RL WOOD STUDS Cf L BE NA'OR STEM SILOS '• F>LL SHEATHING IS AGO CT RATED HOOD STUDS SMLL DE A Mitt'OF 2a3 SPF STLD GRR7r 27 24'' Ia10 SPF•2/41 Ot EQUAL'. - Sls=No r ME TtAN 24P OG WITH A AM&A rL. 2S 24- 2a12 SPF 9MUM•Z OR EOILT_ - - - - - CEILUG HEIGHT cr 4-01 SEE Met NOTE-4.DA 21r it 24 SPF.2/•t OR ECl'i_ - f - - U40TL•1 OF TNC 40 OR GO-MV SNOU MCI EXrVUCR SIOEL6LL'SILO SVYACIES _ - - STEEL STIRS SKLL!E A-MINIM M OF I.1/4•FLA%X._ ••. - - -'26 is ' 2d0 SPF 4QrIN0•2.OR EBltii_ - .. - 23 24- ia10 SIP•1 Cc EOCiI. - - - � _ - � - a 3 1/r a 25 GA.,VS=NO ROM Ttsm 2P Dr- ' ' 2S 2ti 'IfIZ SPf V5atT10•2 OR ODUFL -TES! _ WITH A rYi2Or1.l1 C0_VG HUGHC Of IC-0'• .w 2F • bW 3A-OR 4.W 1/4-TRUSS JOIST DE EO'JAL II-AIS S USED IN AN ESTERI0..CfPLlCATIfF7.TO tC Pf 9.L - - - SEE OE7RL.5,or 3iT.A 27 782 •.3r24 Y4.71:45 A157 OR EOS-L - iP.cATID LLYtfiEP,. - - - _ AS RN.OPTIOM PRE-ENGINEERED 1l0005 SMW ART, 37 16-• zm SPF•7/4 OR EQUAL - - - .. - - .. ALSO BE UTI LM 3TESE ARE N:PkFACTUi=IN _ .. EIR£R 2"OR 2.5 NOMaM OVORSION& 37 Ir -ZQ SW 60JTt9•2 CR EOIFY_ - - .. 3Z 24' 'Zd2 STP•2 OR EOA 32 - z4• . Se2d 7 esm 4a29 Y4-;ass JOIST 02 F:OU'i • SEE DETAIL•5 OF SUT Y in per It 2C It- 24 SFF 60U H1.2 OR EOIYL - - - - 24 2P -2.9-SPF•2/4 OR-EaiL . 21r.'. 2P bw spr USOUIto•2 OR EO.A ?< .1Q W SPF. 60VR0•2 OR EOlit[. : - 2S 24• 2d M•1 OR ML -. - 2F 24• bM-Wr 1SOU00•Z OR EOA _ - w It- ZA SPF•2/4.OR EDIA 21r 16-, 2a70'SPF fSOUitO•2 CR EOtL _ 2Q .24'.' 240 SPF a2/4 OR EQA - - - - - _ 21r .-'24- z:]O SIT 4 OR ECA . . - Fx'TFRT02 SrrTFslgt_I 5TT>n 9-ntnraer - - •EkTF�IOR STTIFIRU I- STIRi Sti MR21' : - - - -'- -• .. • - - 4o PSf.sir 2T2NF '. - .!El!Torac-60 PSF GROUW.SNOU LOPO.MEE NOTE•9.5HT Sd '- - - - - .. . .. - ?UC14GFW-60 PSF GRDJNO SN70U.LORD SMUG ■.�.'.t;,�.g j._� �g q_ { ?1 .. . • - - 2CtFS LJmM �O�• 512E:.St'ECgS.OPJ�- 1Qt T ZIII S 4ID .SIZE. CiESS.GRRCL �. [EAR ��V-!iW 6.� t-of my a- 7r°'J. -. - - beef eSs10 91 u ,m0t. . .- •' rPH SILT= SP=NOTE•4 MPH STORIES• SPACING NOTE•1 6s. 24.13Z 2: 2e4 SW SiIA-S'M NOTE 9 . . iC !w i0 24-2c 1•. 2s4 sw•2h1-NDTchm 24- %--..: ::.. se 24-2E' 1 244 STF•2/l1-120TCi;ED•,tOTE• ri- ''� Id z4:3Z .1-z. as sPf STUD - ii- 9r - _ .• jam' _ - .- •:... g• h•5.����j .. �J Zy 1,,, {�@� -'approved .• . O' 24 Jr 1: - 2.4.YF Sll.9. - lti .s+- ,n 24•-32 '1.-_ 24 SPF SiUfY wT6fD'. _ 24- 9� - - - •.'1•e W '��cl � 181E7tiai3ll Rl7 Home, T i7 Gli li .S��!VR: . - SO- -2F2Er I. 2d-SITY STib SEE NOTES 9 t:1O ••>�' 9S _ - , So •z4 zr ..21/2 'pT4.SPF•2/.•1 1P. sr - d:,.,�. �:�,w,cc�{. r�gt!y7{���.q� ,,,i y., y tqt •• sn z4.37• :2. z.4'pf r2M . 18' 9V . iii7llf s��gJy�i�A:+yit.74sa�1 e��T7t7i(i�1!'•"""q'Yg" r��i�.S G s@�+,��fF�Il:1�77 ��pf�r .OS pvy�K�t�4l�G; `St. f go' 2�? ,..2 iR 2■4.SPP STIR NOra�' 16• 96'. V ICSS S. iN iiQE[FLOLLATE0. GS tGi'r tWT GRFliiEl<7F R 2e -iaQ-�a�!D! ���?,isiSs3i� 1�*�.�91�V�477.LL'r':I L1EsLl� 24-w• 2 1Z 2a4 wr•2I.1. - 1c' or, LATERAL BRACE tS PROVIDED.RD 1.DOES NOT EXMEO TtE CALCULATED .. ,,l, - �• . rooD zr3z 2 2a4 Srf•2/•1 Ts 99- gr - lai1 : l BBy illlliTeI. 1 - 2-NO ES NOTTTTO-�R amm-or Yr. - - ■ . . rw I00 2QTC 2.I/2. 24 SPF SAM - - tE '-9s - 3-r�TtCTUlMR �tF DECREASING TtE sftA OL SPACING j �, . • 'nfee 5q- :p� y�� 1� :¢ c - 4- 'CLRLAT205 BAa,:O a4 E70U%=4 C - -� -•.L.�--� ..`in�i'!!7 Q"°•`-"•..1+�L1/1.�.: -�`� - ..-:�••��. q�f311 i. .. S•FYNt tMTS YLIH li/12 ROOF STSTENLS t79E a•SF SUIY'WCT TABLES_. - ` ' - •' _ ' ' . - '• • '.. '. .• .:.. B •, - :S'.0�.�'� ��.,Y�i�c: -E�II;t�+} GB3ts� �3i:_ � .. .. • it Cam -. vim fne Gam' ' OF Af I-Is Or 1"i"iDRCEs`ID D zc ie s D°F�7T n e.nP�wm.`°""r' CAPE ARY.MONNOUOU Al/o DMK IT DOES NOT INC I X&;SS - - .. - .. - - - .^ p •'! . RtVON.LFSKD M Ot-WOOMAtq TOWRNIPS IN afd-INGTON•ccNr7 IT DOES NOT IN MIM WDO-ZONE•3•III rW65RCIU5ETTS.. 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AP.E =0F tr4-E)0'6AfE C - - - - A d ` T - iu R - F•PAKtrtE7ERS DO NOT APPLY TO A 1 STOAT-UNIT WITH A'SA2 ROOF OR.A __ - - - - - "0 w■ ul -9-PFFJVWRRS DO NOT APPLY'TO A ATTIC STORM URQT WITH R'VI2 ROOF. - - - - - 1' .J;r'•- - ail O - i W A7NE TTIC 13 USED D FOR STORAGE.SIORT U9dT't.liiN1 R VIZ ROOF 0 5 AppRO AL=1 M EI3_ _ MARRIAGE 1 S n SI I ML712T - - - - FACT •BUILT-PORT10 i;>`t2cfo + MARE'AGE 1 .STT RI SU IMMSU -40 PSF %M.7M F- NEW TOM-60 PSF GROUND SNOW L.OflD ESE NOTE•9.sir ld � � <Vtw = MCNIIOAN.60 FSF GRO"SHOW LORD -- - . . - - Y 2 5 4999 . UIIT. NUplt� uIDTn OF :. SttE,s ECIEs CRTnE Dc gTIEQ TG Nl_r� 'WIDTH " R siZE SPECIES.GRROE -STUD I£Ic Q i 2 c11 s ST SPACING NOTE•1 ua Ls STfPR i SPACING NOTE 1 - o. P z 1 24,37 1 294 SPF STU O w 9S 1 2V_,37 I .- 2:4 SET STUD. 3S sr a - 2 - 24-3Z 1 _'24 wr STUD - w -9V ' 2 24-261 1 Ia3 SPF SILO-NOTCHED 24• 96' 2 24-29 13 1/Z Zct SPf'SREY NOTCHED ze_ 96 2 24-3Z 1 zr3 S'.F SILO-. _ -9V \_. - o �■• • � �•■ o•e $E 2- Z4 ffi li 1/Z w we MUD- w 9fi � 2. 243Z 2 - 2a4-SPF'STUA - .IS'... 9V 1 _ 'a r 2 :24-3Z 2 2t4 SPF S UO w 9 - _ 000< 2 2F?8 2 Y2. 2=4 SPF SRA - • - . �,ppRfAASpR4 MRSTER "SERIES : tyyli£° ZIVSI�'� RLL MODELS STRUCTURAL SCHEDULES 6 NOTE - MUNCT HOMES. INC. .. wrr-s I"-Oa K7M S-MIN F-CrLaXAT n Mr.r•T5 MAY EZ G--qT�Ir A�' � 1567 PR ROUTE 442 EAST. P_O. BOX 246 ffT1A: m-mrs S Am RE CFLMtATM CEIL=?EIQiT5 rW 6=G', RTER LATLMFL BRA=IS FROMM RIZ b=-S NOT UC at-ULATED . _ IF R=LATCCF.F s3_*S FRMI=a_0 10 O=NOTE cCO LJDGTH OF DC STua HUNCT, PR 17756 . - TiE CFr C_'_tTED'Laai,TH M•TrE STUil 2-IS2TGES WT TO_-X=A.SP r TH OF 2/ , - .. . JMTOr -=T TO c'""C. m)R G3TK LK 1/2: I. rti-,fRCTtzaM r;s OPTIMI L-:hoc.Tte STUD oz ORN*BY.1 DRTE SCALE REV. T. &0. .r X91=mm 2^-3 LPL w a:-D T-STL7 Or FG:U1475 HL'iT7 12/12 RCF STSTT.YS,lea- 40 PS S.PV'�_'.Y TF2.'ES_ . CaiKYT IsssE DJG 3-1-93 I LONE 2-19-S3 3c. TEE ACTLRU FLOOR^LAN FOR LENGTH-S�NOTE.2 - _L D NOTES '•'. •. '• SEE NOTE•11 _ L 7 BUILDER Do==MAX.COLIdW SPA(7NC _ • - 1-M,N S=E NOTE=13 1•tqu GIVEN BE104 IN CItART.NO . p. . - ------------------------------------ -----' GIVEN-TINGPROBLEt1 WILL R=rONs AjT :.: FOR �.. ------------------------------ BT THE FIAWFACTUREX MLA r MTN 1 ' '. :Z£NOTE•3 , ' .1 2 ErrEMCR DIMS SH`yWW'ON FLOOR WOOD To WOW I PLAN REFLECT ` - - 'SHEATHING TO EXTEN o DOWN OVER Sol_'IF ;LOfC11P1G FROM UNIT(N 80.5EMENi VWy AND , 1 ALLO.md' -- MAX = STAIR RISER CHART 1 FI1aNl BtSlAATTON IS-ARCM SIM-OF FCUNCRnCN c v4' 'z a v4• 3. 1 `" cOLuvs avan°Y r tral RFAUES7. ' IUIST BE ENIXYED r IN WIDTH Pro nAx- _ _ NOTE: >e FLR IST. SIZE RISER ►I(:Tli ; I _ 1 ' z MUST • A COLtayNZ!IL�GARtD!'IRZNTM Ca]+ � 1 � a PILASTERS MAY BE aEDDtRED.BOID.L�"R rLr,ST 1. ALL HAN'ORAiLS B7_ 1° 2%8 8 vS' 1 ' ENDBOV OF A CLEAR SPAN FLOOR PLftl�� COLUMN SPACING MY HAVE ` i u 0cm SOIL CONDITIONS 6 APPLICABLE COCueUILDM . • 2d2 �3' b,t2, 2x10 8 v4- I I STAIRS,SEE:AC at TUAL TO rtOOR� I 1 = 4. AROUND ER. 164 raEULs u•o+^� SEE NOTE•IS _ j E 2%12 7 19/11F ; ,. - PLAT FOR STAIR LOCATION. I ' S CRRWL SPACE rMiNDATION ltEagRES IraV POST POST - - 1 ,.'VQ,m0u5 _ ! ACCESS.REOU➢ZED VENTILATION N 1 Sr FOR rACH ISt SEE STEEL COLUMN TNffi£FOR SPITS I Sr OF CRM&SPACE ARWO FX0vmED rT CROSS VWM . 3-'MOL , OR VENTS �E NOTE•I ' 1• S MADE TNSEGT C.RODENT PROOF WITH-SCRE+1.�,IG. Or LOUVERS. FIELD WORK r-o6 MIN ' t 1 1 ' 1: THIS D .AIL vm ocm LOCAL R MENrs e I __ .. __ __ 1 7 0TWH CXCEPTTFFiCOLUM SPPCD.0 PLATFORM - t. r T 'STEEL IPE �. o CWC.FT4� ° r °• , 1 - . _ ! 1 I I I 1 I T 1' NOT STATE . , i I I CONTINGENT 1 ` 1 1 1 L Fv -DESIGN FOR SITE WORK REOIRRED FOR •-: ._ •::.: .•_-::.•_::r :: v •:: --•- •':' _ - _ , ' __ FY•36 KSI'. -_ IPCN.SDIL -_ - •4.1 I. SUAr INSTALLATION O r THE UNIT S:SLL PE DONE SUGGESTED STAIRS; STRAIGHT =� ."SUGGESTED STAIRS, STRAIGHT.`-' ' 1 L era`�'" G '+ A" T - rN x aT T C I - Sc NDTE.•I2 - - STATE ANO'BASED•DN ACTUL.=IL_ SCALE 1/2�1'-0-, SEE NQTE •9 SCALE: 11 r-Q EE-NOTE.-•9 1 t 1r T T 9 a°PL1�L ccoEs c�tTlfcs ctzl ' L - IL STAIRS ARE TPE.RESPONSIBD.IT7 OF THE mmji•°R. . ® .I' 1 FOUNDATION PLANS AND DETAILS.. - - - - 1 ' ID.SEE SHY 3b Fat:RMITIONIL NOTES B v4- T 1,ARE SUGGESTED MEANS OF SUPPORT. 1 ' nwc FIELD-WORK - IL r X TR M.TO SHALL V 1 TS WITH - -' 1 FINAL DRAWINGS'FOR SITE 4IORK 1 ' � f MM TR£Rb.TO NOSE•PER NTS 713.1 _ SEE NDTE.11_ '. 1 ,'REWIRED IN COri+ECTION WITH 1 ' IZ Olaf S Vr MUL COLUMN Imam[L 1 , SET-UP/INSTALLATION OF THE I 1 ,�, >3 utD�otllaEs Oa"-jTWh ATE at USE OF SEE WE•IL 5' a yr 0 MIN I y-UNIT SHALL BE DONE BY A PF I ' 14. �q�NS m+� REMOTE aPERT$E Hirt nTUC I 1 OR RA BASR�D ON SOIL I ' WR(X1175 IN Al I oLa a-,S� _ ,s. 3-0'MDL g MINT Za12 - -i 1 CDNDIZIONS. - _ - -- i I IS S PEIe RUN'OF STAIRS r.MINIF WIN ON am .. -... 3'-0'MK If .b,u IL` ' ----------------------------------- ------------' ' '- � SEE NOTE•11 '` , . _ -POST _ - _ - • - 1 * --- :_ .. . - - -PLAN. :. . STEEL COLUMN SPACING MAX .POST TYP. FOUNDATION _ 2d2 Zai2 : POST SCALE 1,/V_r_1 - . . •eosi _ �-,.,.Y� g� � {,,,, ��S���Q� ;�,��,�� '1 STORY CENTER"GIi2DER MEMBERS rosT r�—; � P`13Ps�.L 3 �aq��^"- O P P mr SIZE a110T NT axm SPAN "-`-� 1 2v-w WIDE' bA 4 remaut 7•1 ,^ -O,ta fXEly�slV-0d �26:C'WIDE 2a/� S EE'PBER •f-0' k. .tiY.. - ..'T3Uitt=v H�' 0 - SUGGESTED -STAIRS, U.SHAPE- - SUGGESTED STAIRS, L-SHAPE SUGGESTED STAIRS, WINDERS ` : ;s ' , DE of $+ -�P: SCALE vr-v-(r sa: NOTE.•9 SUCE: VZ--1=0-' _SEt:NOTE.-9 . may a 5 .s:__- SCALE vz'�1'-0r' SEE NOTE 9 •._;,;; .�$�m Set-of FM .p vIDE bnB- f•a• utu+�+ q E• 3so•Wlrt Aso rs u MaTERPLS S LABOR ITCTRJSR£D TTELOW ' ' vz+a yr Ea G0=11ERs. .. - 7-024 14 leel 11 0..�b1 3 � 1.1Y2 10 2 sTt�2Y CTR GIRDER MBRS v2�Io ur a .8y,rA ' �IS 71 . ,,,k•Me y� isJIT. SIZE ANOINT IxfAR st�.R eoLTs sM errE UIL ivtNUFacTtiRER .' been-(�SJy7L+'f A.-!f 7 ��Ipfi�r P�Or FFLOOR O RF THE-TS .OETARS .- - �MATERULS lit 80+1i�i. SNOO11 ARE StIGGeSTEA ONLY L Ac1OKL 'DSTfLI.EO OT IIUlLDE7t at - - - ONLY 6 ACTUAL • -cu+sTalcrTlrl MI15T CON>P}-T WITtf.ACl -SITE•417'DG _ - '#},��: �{�! 'rCli 1. -z4W'WILE LS Y MQ1" it SEE NOTE µ' APPLICABLE COOES. - .' - - � • ��iiS�.7•fs���' ,ii��A Y'".� � � _ ' �AD ofii�, �tl14 � taw WIDE aim s EIE-rmt M •rFRl1LfE? .' - , , -'AISi•MiVGEit -. - - - - _. ':''•^•_ Yvi! '�aFYsvY�i 29-M HIDE 2.2fi- AS REOUZ= :.� • b�SILL PLATE s¢NOTE•Lv � ft : 2 *� '.iS 1!� bd0 r r 3/I19'dS PLATE FRSiEPI TO �y 2f Or WIDE 2a10. f-0• .-,I. �_ �• - � � GIRDER WITH O4t 1Gd KMS - _ - ' FU1 TitD. 5711.SETCFR. - - - ,. ��� .•*° .E� .to 32'-0'WIDE 2a1D 7Hr Y 3 STORY UNITS'MT FOR N Y SJ O Sam CAP oR GRDur volos 1 4 3 STORY CENTER.GIRDER MEMBERS .. _ GF T(W 2S SOLID •:::. ^ UNIT sIZE RMOINT CLEAR SPAN FIELD W012K 24'•OT'WIDE zas. s nine s Ir •:, I/rdr ANCHOR BOLL Ir MAIL` .. - - :171 _ - - ' e•o- IN FROM EACH C�€RR AND - - 2['-0-WIDE tar M-6• . . f-/r aG IVOL AND tROIQ1 ARE - - �:I%S • :•:• EMBEDDED AT LEAST r IN CONCRETE - N F - OR IS u+naSQQT tMTi .. .. -. �.- 2%10 - s 2r-�WIOC 240 • - - 'SEE NOTE�fz• EIN GAD. :R• :SEE NOTC•S' •,• - AI TO_ O•�• NOMER COU11N SPACING - THE - • _ :a: .NOTE _ i- J2f 'FAS R}A ro T't£ I'Cx it SIEEL P fe . - •• z •' 4 ,•�E�. L TATfilNTION OF a I/1': . :Ir STH>~1 PLATE . '• j�•• :VT?R ICIER THE uamtrwm Is NOTSHOUIN `I 11 GV T G . BLOCS'C rmstEII UV.Lf ` CLARITY.SEE SHY 33. QRy BUI f'(0) - .FOR IIa4lATTON FIELD WORK h, sTt c - S 1999 NOTE: BASE: d TI£INSULATION IS NOT SHO%JN .„rL•'+ .. O# L a I�y FOR DRAVING'CLARITY.SEE SM 3j • • 36 FOR.IIISLRTION REOCIDtEMtTlis _ � •. - . " - I DIA.PERFORATED O�RRIN � 4 vRTETrRODF EJ(PHHNbTOM;ma+r v2;n r�aTE WITH Irr DIAL CRRWL SPACE DETAILS" _ - �.� o f of . ftom CLT COVE OAT[SLAB , e MASTER SERIES RANCH, CAPE,-TWO STORY 3 CONTEM" ' FOUNDATION PLAN DETAILS b NOT, MUNCY HOMES, INC. VA•w 1567 .PA ROUTE 442 EAST, P.O. BOX 246 v Its FE '0.2FITED OFIVA MUNCY: PA-17756 TYP. FOUNDATION WALL CENTER COLUMN ORN ST DATE SCRLE REv. T. NO.: SCRLE: 1'-1'-0' . Irma SE NAME r? 3-�-01 SHOWN 2-�-S6 4r - ' - - "�ssnS_4a era- r-- -. -- - - :.... -- . _ ES _________ __ ls�rSEE fl£CT.I�7E'•7.91T 3i — _ - ►IITE•L- 2. TT LAYOUT ANO-MET S=fiRpTM�5',�1iAT3Y' . CNL • ; ifftiV 1 3 c1 ! 1 - a __ _ 1 SEE. 3e FOR ELECTI:IC C yT E 2 NOTMr ; L•-——— 1 4.. 3 -� OOOR�W �T7W' Es laa - - ; "R" B0X .L LXT•10• I t s a. SEE sxr 3a Fue ctE=CR-kTm . _ 1 I• to .1.�` 1�/.`l� EL£CTRICFL SYPSC S AND HEAT��E ] r—-T , ' LXT•11 LXT•12 1 - S. RECLESOW CSLCx1ATlM*ARE LpW u - r r.--- V— , • ,1 t, 6. iF i'hi IS WSTG11E0 WTII�gMg7 L � I t:___::_�:_�__., M�PMFACWTI�ATTIC�t�g77�TC�AlYE55 Ma u1� u I I 2 i i-___-- -- C@?ECTED TO PA.•1 BWC BT aJn�x s 1 3" It Ir—�11 ' �`� 3O-J $"• YROOtI CPTTON • :;i •I ' S 'SEE NOTE•6S?ACE OPTION IS SPECIFIER , SEE WTE K J SEE WTE•7 .2 _V - - ��• 3 ,(XKT� I 3 3 ( J `�7.20 SEE NOTE.6 1 3 (1PTTON _- ` "B11 BOX '•20 j, ; •;� I �_'--: i �— I . ;,. "tad best .m .. spa ! v, De i nd $ 5s�'? --------- ------ ------- L v :====- ____ i$ f.QCIory:f4 i7iAtai4�fitTi i�a �' i- H plan ha 2cR 8PPI Y9d ' TYPICAL ELECTRICAL .LAYOUT• : 6 . SEE QECT.IiTE:z Stir 3. 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BOX 246 MUdCY, PA 17756 TYPICAL HYDRONT_C HEAT LAYOUT oRN BY I DRTE I SCALE REV. 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APP� MxmdadUfaYsNO fl■t■afAppfwal . - - SPF a3.OR EOUFL a 24-QC k-Wh AnPe(pA.a(bap�sdl�mytaf(maamameabdeabOayayslr¢ . _ (+eQba moat u.4y'r eeaa+aseserzebdalf ebczryiecuf�aaehd�y . - Tli�ayparrafWmlauwe nueaCaonrbaaanpararbeyfxaMa4a� - CEiATL I - - • :. - — - 9 OR 12 M.. i >�c MASTER SERIES -- .Ott J ALL MODELS . 2a6 5PF•3 OR Eoirt a 24-at vrx m OPT. ROOF GROSS SECTIONS _ MUNCT HOMES,-L`r D TF PITL T' MPR-WAGE u sr 1567-PR''ROUTE 442 EAST, P.O. BOX 245 9/ OR 1 /1 CEILING 0T_ T'"RAFT R FOR SIN GR BOX UNIT�T (OPT) F TP RVE nrIBI R.TP FavF.( Tan 9/12 OR 12/1 STNGI E MOD II E TRUSS =�i�w asan raw. MUNCY,PA 17756 FOR SINGLE BOX CATtEMFL ROOF OPTIONS SEE 5TiT 70 �> SCALE 1/2`.1•-0' SCALE Vr- -n' :' --- --- - -- — - m IOd NAILS IV CH SITE R11YE TO RiCCc F_TELD WORK m 1oa NIlLS ]s 6UG ON ST7E Rice To RII GE Cart.RIDGE VENT.. cure-I FIELD WORT -SPF-.3 OR fCLFL L JUDGE ECRMS pEyx %TCF f £al�INSTALLED ATTIC.J7AIIlX4t• CONT.RIDGE vET4i.SFE TE,•l , TO OR VDI pr mi - RIDGE amm h4 SRF•3 fR ECA . 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E, .PLATE TO PLATE(SI TY cONTINLCUS LATERAL BRACING .• (BY OTHDZM AT 1G OR 24'OL_ ' - '�•'v SUV°I.FJC saNG IRaERIATMENT 1ri EQUALLY SPACM ATTACH WITHTO 6d NAILS SEE SPEC6ICATIaS HAhT)Fy_ 2a4 - CONTWJL>lAg LATERAL ISTACINr.TO BE. 63e Ei7U3)CH feH1FD SfATH@C 16d a 3'7/2"OG TRUSS HINGE,SEE DETAL.6 � FOR TRUSS OESIGN CRAL/ING,S EOUd1Y SPACED,ATTACH WITH 0 6d NAILS . 9bd e 3 1?OL CETWEQ4 TRUSSES"2a4 �TRL155 MINGE.SEE DETAIL.6 -T-� PLATE TO 2�BRACE TO / PR£-f5ir{FADrL12fD WOOD TRUSS FIBERGLASS OR'SELF SEfE-IIC DES PLATE TO 2d BRACE(SITE) - . f41 16d N71L3 2s3 BRfiCr FACTOR77 I4 UHT'OTHERS)AT'36.OR 24.O.C: TYPE LS FtLT WITH 1S OVQ3l?OR - . ]NTO/7NG ��POST SEE SPECIFICATIONS MAtAjFL FOR .55 SIMPLEX SHINGLE WCERLAYMENr SOLE PLATE (4)lSd _______ __ ___- TRUSS.DESIGN Citfi JDCS CDR EQ1JRU ON RATED S EAT1*40 2a3 BRAS 6°F{TCRT7 DN G1NG POST 32 _ KING POST - TYPICAL GL ___ ____- _ _ --- ,- - _ _ -____ __ -�S CR 7. S at 7 INSULATWN BAFFLE -� . TY?ICFL - CA'T.CAh£ORFL �T24 WILE Ovmfmyr OR SA Gms"BOARD CCNT:PI.HiE - ROOF ASLCATTIN �T4�D WIDE. _ IT OR ivr cm um BaTRD ..I:r TNSiIAT'ION .. T7P0'Ji_2a+OR b6 SIDE17All CONT.FLATS - - FOR S•W�(�AA•4• - TITICRL 2x4 OR 2a6 SIZ'ET+iLL Ia1 STRIP - DETAIL F A��OEr�SEE . 1J2'OR S/s'S�2 1/2' I/2'OR 5/8Y2 1?- OETA>L5.SEE DETAIL.4 " DETAIL-S TYPICAL 2a3 OR zw MARRIAGE WALL CONIP�ION STRIP -.OvERm"Cetra-S.SEE: - - ' . - TTP1CfL 2a3.OR 2a4 MF44RIATGE WALL- - . . - - UNRT WIDiH VcT WIDTH - TYPICAL'ON•STTE FASTFP!_iNG OETFM S - 5/1 OR. 7/17 : OPTTONAL OFFSET ROOF STTF F STFNTNG nFran S 5/1 OR' 7/17' scaE 31!�P Q OETRTI s3 DETATI 's4 rRuss CON"ELO FOR G �� � �a1 1 �` FIELD 41QRK DETAIL sS DFTATI. s6 FIELD WGR1C lti ATEiE OVE73f7NG CX in RAKE ECTION CR - - '. ��_1R*� 6i>LV:N021GE 57RFp FIEL() WORK SEE ASi TO'TIdb.S CON^ECTION. - 6..aS� .d3;U. Y'- ^- ;• e 4S OA P�f E SET, TARW D[WfDOGE OOR'%F'I BITE i,(•JLK �,,¢ yy��} l�f3i: ? �n}g y.,a(y Q iZ�.s '.'.'� - yam`L M1tL OVERWNGS T d 01 4s`7 9!!f1''11-�v'' - ...� SS�)a.y� •4�,� 'Ca W Nag T -TRUSS �• //T _ - (�-iv. 9 a•3�w�.J;,e.;i. Nag.BY BUILDER �$• .. - {3�ss«t• �.r , 1. i - 33 y " o'i(i"' oe..2 RCAF SHER1 0C .Ia4 S'F SrLJO(SPACE OR EOLit.• 7721b^s AT ETDU+Hl. Vil'' III +tee .pmv .+��.. 1 - �i j -`+1 . ONLT 4T SAVE END - - EXrERIOR.St£ATNIN6 1 Y101 T�7-$ 7i' �� _,.�:, qp�8 ilk { _ .1�� I� .-: ,� 12 AFTER ROOF HAS BEEN WMED To 0 '(° 3aaY _f�-ye; - '•AfIUtL CR>t APFLI�BIE MM 60 TOO W3W M QOIs1DE RAKES .-Z• �u j ✓�'•-- a- ° a4 �E :ROOF.LIFT LP 9INLES S TTGrFtIJ- - . .. Vc �••- e7� I JJK OR>P EDU F. - -0 16d MILS DM&XM TRUSS cV ia6 fF Loa ram i 16.Oc " �_Wlaa�runCOcz • .. � �r� - FASCIABOARD - BY E0.i1L0EJt L ' F ; ►� w• f ,r75y. x51DA�c WALl1t COVER .. 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Tv 7fi AHT►ul GESTATE F'DCED OVERt� DETAIL FOLOIPIG OVERHRM DETAIL' COD DTvow ALBIINY M1(122TWO1 _ E C�TRTI -s7 I]FTATL ■8 DETATI, sq FIELD cOn ectmN of LOWER Rocr TO smEuxu DFTATI s1O - SITE COrSTRUICTID SEL b:INSTAL L ED - 15d•NAA1L5 e,fl'OG 2 ROWS STAGGERED - RI HUPST--q� C •1 _ _ OVER ROCf-Si£AT►OT1G 'APP&'aBo!►No. s No. •Cale e#App101ra1 FIELD WORK - sEATr6r4G =. ruaFTrxs FIELD WORK- FIELD WORK - TrRauGn RIDGE WARD TO SIDETsiJ_ _ FIELD WORK +�orlcE-iia. ar;,�r�ce+raen.. .em.m.r RIDGE BFJi14 ' - �' - - - - ,I.W. ana..aeaoraaasc.cdraatn.rmq,�..r naafi .. - - TT�biP.h1�f�I.olrtfaraMeunAsswrManoQa•blglor ' - •.RIDGE vEiAr.SEE ROTE.•1. _ °` dmo.aa ( tt n tt smtl4c. Tar Ram-pa MRTDW;.. R e 0 - SECaO STOAT-SIDEWa1.L - - . TERNATI �II4 PLACE OF 2aOC1.'II4G TYPICfH.7RL45E5 - oRrP: 2.4 elQaac II R �r>�ATM' 'ilISr�RUCnays B d B 11 - sV�SfJine--ucamAT•MENT.oa SINGLES _ SHEATHING r. _ _ ! AA lAT£RFL ORATCILC MPH STRAP FOR FLTP.SECTIgi ( Q � Qv��.t.-�{ iED O SJOING. - . . 2a3 a 24'.CR 1S OC.- `1 II II :1 PRE-raa,FACTLRm WOOD Tauss EQEEWALt... : ACTORY BUILT PORT1®� II 11. - I FI Ag@7G• o®YSEE°TNyg,REc Ara+r�IQrcxs z4•Dc p� 1. TOP.WORD ,Alsr T4FNGER Tyy.3 RIDGE vDa• 'Fate TRu OEsu?+L� 5'TRUiCilf STEAMS - .S£ATN@TG LEOGER � I 11 1 1 DRT1niLL(situ ►IL . ^a+.«• ��� SC} � � TRUSS xmm I! 11 1 I II ROOFING MATE IAL MOUE'A' FLOGZ JOIST SEE rm�-, 1sd TOE-NTam FLOORILING Pi EO TO FACTORYff?RCX FIRST FOOT . II II I 1 it SI INSTPLLED 7' ATCotItE _ e s to PORTIO W-Y MaXER 11 I 1 11 DIAGCNR_WE S ---2a4 11 11' 1 I RAILS W-FJX I( it I I T!ZUSS. TYPICAL FLOOR SYSTEM 1 II 11 - '-,_�abrmM acm DEILD G Jc1gT n n I cEaTNc 1D1 MASTER SERIES •:slTe IISTALIm ALL MODELS i CEILING-CR" LL - - .- ALTERNATE CONSTRUCTION DETAILS MUNCY HOMES, INC- FLOOR CETI TN( ASSF 1567 PA ROUTE 4 2 EAST, P.O. Box 246 - STNG'F BOX FXTENST Owe' Tx, _ f4R1 Y:.. -• OPTTONR OFFSET (0 TORY 11NFT )' ^OPTIONAL OFFSET (TWO• ST RY INTTST ALL (TWO STORY l In_fTTS) MIRNCY, PA 17756 SCl,LE.3r2=Y 0' �E:-3/E'=r-(r :;� ORN BY I DR SCRt� REV. HT. NO. .i� SCALEe i/2'=1,� _ MTocCCG RDA To RIDGE -- - CONT.RIDGE VENT,SEE NOTE••.I-. Trans _ zeroQ�rfev-sTFAP OVER taOGE • PRE-rANJITC MM woo Tuns ---- rma narFORE O ' - .4r Oc MAX ti✓iT11 4) PM ItG EC�cA�TTn�ra°R 24-ac t RIDGE tlassms' ---- SEAL RocrREDuu m Z.s Dfro MUSS TRLss L�sTlaa�1rwGsr+ aaat m ra 4TTET PEW of ROOF TO ALLOW FOR ATTIC VENT,, mw . oit�r:FF.ING sm+GLi s r+AD s TR1155 TD PLATE WITH- 'TYPE ss FELTit OV6M.Fr OF: m TO TRUSS 61=?P=SWQGlE UdERLATENi mIS CR E3m.j ON RATED 1HERTHIM 34 _ • - 12EE HALL 2s4 STIOS ALUM DRD+ SPF•2°IV O.C-TTP_ / IZ - .E7�E 1.9 SORB DEU.PFTICtTTTPR Lei STRUCTMAL tEAM AS REOUDtFD TRUSStta,c,SEE DETAILµ m 10d WOLS°24.Or- �2 OLCL. . Ce TO ELOCmG m Ird MIL-S a IS CtC.On SITE W. ticfi2D MILS TO PEi�cmm lhXd-Sn= COVER • - - 08 TO SiWS . irr•az Sia-GYPSUM DOFT2D - 2.s sPFI51.•z ac i:s LATF1iFt BRACE SiT 2xs 5+G°1r Lrl VENTED aLtat TYPICAL 214 OR 2�Errn+r<L ROOF DtSL(.AT'IpN a_un CRourr MOLDDIG . Irr 0e TYPrcF:4_ TRAtJStnERSF MUSS-t F DiN` ova RTC FOl DING OVF2HAnir FIF1 f1 WORK x 5VLm vz st ALE 1 vr�l o- FOR ALTERtITE FOLDING WERrq , QETATI a� SEE SHT 7a Fa_oING OVER}}; OETFIIL_ . CO 10d MAI•S IV ar.O RIB �• VENT,SEE NDTE•I }1�'�g'�� �} may)_ p E.� e�4 �7l,� i��.4 �p Q-g� 3 t a O 'ha b- m C4 m I7U �v, ii'Cs:iv1 and profam 3bilal judseIt:e, . 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EIXED OVERHANr RooF LOT Ire 's DELL sac,;vzWv scxe 1 m itd FIAns D1T0 EACr1.TRISS . FOR_ALT80QTE FIXW ovE • rR 5 H !�K`!= WORK QEI6I� 3 SEE SiT 9a DETAIL "A- ik`TEO 70 F :. 'STORY SCALE 1-P-0' -) I TO REAR FW-rAlWACn . . �F_ 'r •��w ter 1 1 i wOD SEE ®Y OT1ETtS7 AT O�,C: - �n f T` �a S'• ll , M . 1 1 SF_E SPECI OTICIIS 1'�A''E.FL - : -• , FOR TRlus DESIGtr ar.s+DlGs (3�uv`, OR Im+ IL . ; ` �_ . .'. - - 1'x+n.FtF 6 GLLED ,• FRarr TO Ff7it C7 � � - . • .i i � _ - - i7F'rFR rAPtL i• dRi155tg°!r aC •tY1 � - • W=DWSUM RAFTER PR•EI.2 - -R DiSTAL1EDr' LL � fA be mGEt>LRm OWERCI1 rEY�L- - - � —a - .�_LI/ � OVAL-trot .•_D a• os 11 , Y BUILT R1IQ 9� THE ENDS OF THE r1ICSto-IFitT , J I , .. = EEAN THE` R PITCH MICR I-LAM SI PPOr2r. - 11 - 11 , scALe Lrz-.L,-o' OF STATE - 1 sT Zo.r-TYPWrrERs OR ES ' °. Eat1aL StampofAPP for • 12LT�IarComporr.0t 1 1 7 ApMazt<dadu sNo Dateo(Appmval . 11 „ --- - HICRO-LRR r]I i I%'25d}•. 12'x NO'110E'Tth>�aontb mryb tm.mya•elp 14r tabry aavao- 12' R0 ondwaapsenwfan,raiia+ttm�laametazolymal�„ral.ay _ - 24 EPr.2 CED TDc JOIST � � � 12.OC•AS ShtOtM DIR i� «�DPa+'d�naakn¢r+Lsyaa�fo.l�s�q.Armri�a�r. f 2a4 SPF.z FSF7ER5 17IC20•LfiM f31 1 1/ISd4- ALTAC21 iRLlCSFS TO HICRO{fifl E£AIAI'1 - - - 4 1/6' W/S7�1P$ON I714 JOIST MaNGFR OR EQUAL .. . ZA SPF.2 CERJNG JOIST - . TOP VI u« Ir Ir s DEFltplG REo�O MASTER SERIES --� FRONT _ VF1 _ RLL MOOa_5 SCALe v4•=r-(r SCALE SIDE, V W — A TA ALTERNATE NSTRCTI0 N TAILS SCALE 1/4"-r-0- MUNCT HOMES, INC. SCF�E v~=1 U'CONDITION ' 1567 PA ROUTE 442 EAST, P.0_BOX 2+6 NDWR � OF EXTFryDED UNIT - - � -. MUNCY,,PA'17756 SEE s�+EErj, oRiv eY - OATE SCALE " REV_ T. 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REVISIONS: DO orn W O On Q o FRONT ELEVATIONCIO W SCALE: 1/4" = 1' Ow w O P4 - - - - - - - - - - - - - - - - - - - - - - - --- - - 00 'I - i Z r w 0) o- - - - - - - - - - O N LEFT ELEVATION RIGHT ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' N v � 1 ch n O m X O u o � u u Lo U N � � v Li Lo H O o - - -- N u x , REA ELEVATION DRAWN: MH,MS SCALE: 1/4' 1'-0" SCALE: 1/4" = 1' JOB#: March 09,2018 SHEET NUMBER: A- 1 REVISIONS: CI 60'-0" 21'-51/2" 31'-95/8" 6'-87/a" 5'-0" _ 8'-0" w RET.WALL RET.WALL (?j2 8Ag� 4'-0" O- - - - ----O 4 -0 Q 1 12"dia.CONC. 1 112'dia.CONC. (2)2XH ACQ- i a O ' PIER 3' ' O O 1 PIER 3' p 1 O a I BELOW GRADE' I 'BELOW GRADE ' (TYPICAL) xp 4 d" 1 (TYPICAL) va i O W 1 1 1 L - ------------------------- --J-------------- '------------ - --G-CW16-- - ------------- -'------------------ ---- ----------------------------------------- ---4CXWI& - ------------ C� 1 1 1 1 ' I v p• Dd •v'D d . v p♦ Dd �'p d . p• Dd p . v G• Dd p p• p d . v ,p• Dd �'p d 1 v p• Dd .V. d / p D- .�. . 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' D d D p• d a s p. d p d O I , -------------------------------------------------------------------------------------------------------------------------------------------- -, .D av I --------------------------- -- I • p I O BI 1 I °• I O ( I d 1 °• 24'—0' 00 I I '-101/2" 3'-3" 17'-101/2" 14'-10" I I I I av N f I . - Qp I I I . p CI p• Dd V p d . p• Dd 'V p d . p• Dd . 4 4• -- ------------- __ ._ BASEMENT i AREA 1 i i .D WELL 1 O I I I v i LL 8"PC WALL 1 M --------- • ----------• 1 , I I 1 •- .- a I C 4'-0" ' •-------- -------- 1 -1 1 1 ------ v (3)1-3/4X11-7/8 ML GIRDER i i i i (3)1-3/4X11-7/8 ML GIRDER ' ' ' ' (3)1-3/011-7/8 ML GIRDER , 1 - -L-------- - - -- -- -'--- --_ 1 I _ �_ 10 WALL 1 1 1 1 i 1 i 1 ' ' . 4 N /� ------ — 4 9'-4" 14'-0" °.' 9'-2" 10'-0" i0"-0" ----- - ---- 10'-0" 9, 21, •D �, 10 —0 .__ WW n --- Z I ' 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN 4X0.226 TUBE STEEL COLUMN � '•o � 36"X36"X12"CONC.FOOTING 36"X36"X12"CONC.FOOTING 48"X48"X12"CONC.FOOTING 48"X48"X12"CONC.FOOTING 36"X36"X12"CONC.FOOTING I I 1 I 1 d I W W I • I I = 1 I O I 1 I d 1 • I I . , I f I W I O N Q O i 4 1 p / N I I 0 ' I 4• I � ' I v • I I N 1 ° •� AREA =.-- I 1 1 I I ., I �.00 LEDGER BOARD TO BE FASTENDED I GARAGE O i .v TO BUILDING WITH TIMBERLOK® ___ I I 10 v i N 4 • $ELF-COUNTERSINKING SCREWS " a I I I I • I I . BYOLYMPICMANUFACTURING ___________________________________________-- I - ". '. p 4 . p - .o I I oo. I I I I 4 `---------------------------------------- ----' , L. .--------------------------- e, I I • 1 I (2 SCREWS @ 32"O.C. I I 4 I i ' .v '. -. . D' 4 . pa •v '. p. �. D' 4.0 Va •v p . a0 .a p . a� p� .!� a •• ;-------------� p• ' p 4a0 pa • Q. r p 4a0 pa4aQ pa O p p4 p v - . p4 p v - p4 p a0 r--- -------------------------- ----------------------------------------------------------------- r.- ------ ---------------------------------------------------- - N 1 I r v • 32'-63/4" 6'-51/2" 20'-33/4" mcu ° I • 1 1 ` 1 v v - x �. 1 t 1 I 0 <0 1 - 0 ' G1 OC.D 12"dia.CONC.PIER 10 ' I O co O �"' W/2'X2'XI'FTG. I O P,V I v I I I O Y BELOW GRADE (TYPICAL) 1 (D lJd o0 (3)2X10 ACQ GIRDER i i (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER i 1 (3)2X10 ACQ GIRDER 1 1 (3)2X10 ACQ GIRDER 1 1 1 Ln v I • I 1__ __________________'_ __ -'-------------_________----'- __ -L-______---__-_--_-_______---__-L _- -1----------_------J- _- -1-_____---_-_______----L __ -L--__--__-------------1-_ 1 CJ � •,-. � I . I ----------------- __ - - 8"PC ------------------- ------__- 8 PC --------- _________ _____________ __ _ ------------------------------- __ - ---____________- - __ -----------_________--- -- - ===-------1 I r-- ------- --1- -- -1-- -r -r=- -r- -r--- -�-0=1----------- --r�-r=---------------------�- - 1Fv-I � � u 14 ' WALL WALL --- ------------------'--------------------------------�-- ----------------------------------�-- --�----------------`-- -- ----------------------�-- -- ---------------------�©• H \ c j o -- -- -- •-- -- -- -- -- - - v `-- ---- ---------------------------------------------------=-- -p- c U Ln r' +� 00 •� v a1 IN .0 w 4'-21/2" 16'-3" 4'-21/2" 8'-6" 10'-81/2 12'-8" 7'-1111 9'-51/2" 9'-5" 24'-8" 59'-4" 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 4. GARAGE SLAB TO BE 4"THICK,REINFORCED w/6X610/10 WELDED WIRE FABRIC EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) [W.I B RESIDENTIAL CODE WITH A BITUMINOUS COATING. FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. c Q� #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. APRON. V FOOTINGS ON UNDISTUR ED SOIL(M NIIMUM 30 0#CAPACITY).FOOTINGS TO REST 5. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE FOUNDATION PLAN INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, SCALE. 1/4" = 1' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A N MINIMUM 7"1MBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO H BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. U I� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 09,2018 SHEET NUMBER: A-2 REVISIONS: C 5'-0" 8' 0" ------------ ---------- ---------- ------------ ------------------- O z STOOP o o STOOP Q a MFGR CAT#3037 rf �I MFGR CAT HUNG SINGLE HUNG Egg 41171 VENT 2.71 SF SINGLE HUNG EGRESS 6.11 SF O -v o-• I O^ � 00 B 00 � � O 24 -0 cc MUD a ROOM � O 4'-6" 19'-6" DINING BATH MFGRC T#3037 KITCHEN BEDROOM No. 4 VENTHUNG No. 2 M SINGLE HUNG FGR CAT 7 VENT .71 SF0 1 BATH EGRESS 6.11 SF T-0„ No. I -----+ ;� (3)2X8 HDR --- WALK-IN , DN CLOSET ACC Wh PANEL CID A HALF WALL - - - - - - - - - - - - - - - - - � - - - - - - - - - - — - - -- - - - - 1 � � jaM 0 00 F� M �j f--i o H N GARAGE BEDROOM No. 1 LIVING ROOM u TROCK ON I WALLS RATED SHEETROCK BEDROOM No. 2 BEDROOM No. 3 � SHE N AND CEILING I __ (4)1-3/4X14 ML BEAM o ------ - - m HINGE N y rU MFGR CAT#4257 MFGR CAT#4257 MFGR CAT#4257 MfGR CAT#4257 =ZTE MFGR GAT#4257 MFGR CAT#4257 I Cm0 O p , SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG 011 O EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF EGRESS 6.11 SF I I X U COVERED PORCH toxlo Fc �° a.'� O � UR O COLUMN (j W/6X6 , u" (3)2X12 GIRDER _ (3)2X12 GIRDER _ ACQ POST 00 ___- _---- 2 GIRDER ----- (3)2X12 GIRDER _ (3)2X12 GIRDER _ (3)2X12 GIRDER _ (3)2Xi2 GIRDER ------------------------- -- ----------------- --------- ------------------- ------------------------- ---- ----------------- ----------------------------- ------------------- I O a+ Q ----------------------------------�_, ------------------- ------------------------- ------------------------ ��' .z: d i 1 (3)1-3/4X9-1/2 ML HEADER J tn V m ------ --------------- - " cn 16'0" - N c v ---------------------- W 12'-4" 12'-4" 1 8'-6" 10'-81/2" 12'-8" " 7'-11" 9'-51/2" 9'-5 24' 8" --- _ 59'-4" 01 Cm—ODULAR HOME BY SUPERIOR BUILDE 6.INSTALL GUTTERS&LEADERS AS REQUIRED PER CODE. Q B ALL LEADERS TO CONNECT TO DRYWELLS FOR STORM U V 2.VERIFY AND UPDATE(IF REQUIRED)ALL WATER RUNOFF. C O STRAPPING AND ENERGY COMPLIANCE TO MEET 2015 NYS RESIDENTIAL CODE. 7.PER MANUFACTURE PLANS,EXISTING INSULATION FLOOR PLAN- 3.,ALL FOR WALLS:R19,CEILING:R19:FLOOR:R19. Q' EXTERIOR OPENINGS TO BE STRAPPED ADD R11 INSULATION TO CEILING AND FLOOR FOR �► (SEE CNSTRUCTIN LS). HOUSE TO MEET 2015 ENERGY CDE. 4.HOUSEOTO BE SECUORED TOIFOUNDATION 8.2X6 DF#2 STUD WALL AT GARAGO PLATE TO 94 SCALE. 1/4" = 1' N (SEE CONSTRUCTION DETAILS). BE ADJUSTED FOR SOFFIT TO MATCH HOUSE. 5.ROOF TRUSS RATED FOR 30 PSF GROUND SNOW 9.NEW EXTERIOR OPENINGS TO STRAPPED PER LOAD(MEETS 2015 CODE).TRUSS SYSTEM MUST CODE AND DESIGN PRESSURE UPGRADE. V BE STRAPPED TO BUILDING,WHEN ASSEMBLING, U- UNDERLAYMENT FOR WIND CODE.USE 5/8"SHEATHING. ROOF 10.INSTALL COVERED PORCH AND STOOPS AS TO BE MIN,30#FELT(ALT. SHOWN.LEDGER BOARD TO BE FLASHED AS �ii ICE&WATER BARRIER).INSTALL ICE AND WALL REQUIRED. �I BARRIER TO BE INSTALLED ALONG PERMIETER OF CONDITIONED SPACE,INTERSECTIONS AND VALUES. ROOF SHINGLES TO BE MINIMUM 130 MPH WIND CODE RATED. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 09,2018 SHEET NUMBER: A-3 REVISIONS: C ` I AlI� , I 1 B1 L 1 ' EXISTING ROOF , -- Vlf ASSUMED V1 1 I � � I O -- - ----- ----------- -, r-- ;------------ -- -- -- - -- -- -- -, -- -- , r -- -- -- -- o I 777��/// I I I I 1-3/4Xi 1-7/8 ML RIDGE / y � � I 2X12 LAYOVER PLATE ' 1 12 it I ' I 1 I I 1 1 uj � I TIf I I 1 I j 1 I I I 1 O V 8 I I I I I r---- ---- ----, I i t ; Ia L II ---- 'I' `--- ; ; `-------------------------------I --- --------------------J � O 1� I 0 r------------------------------------ ---------------------------------------------------------,-, ---------------------- (-� I n I Q G i i i FT1 WW U I ^ 1 F..In� W I ' x ' I v � < 1 1 M /2X8 DF#2 RR(Ja "OC ; i i A� 0 < 7 I 1 , �j 1 I , X I [V 24" DF#2 RR -------- ------- --- 12 ------------------------------------------------------ -------------------------- ------------- ----�°lf''QC---- ------------------------------------------------------ v 4,15 I , ------------------------------------ ----------------------------------- C 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8. DO NOT'INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE;DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. o 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERL/4YMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE r-1 +• B GALVANIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. N v 0 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS cr) 1 � 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. � m 0) 0 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9. INSTALL(ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. X M, v FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT 19 rn M 0 PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. PROPOSED ROOF PLAN 0 v 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT w on CUTTING INTO SHINGLE SURFACE. 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND SCALE. 1/4" = 11 t v i DIRECTLY TO THE DECK ALONG EAVES. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 0 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. - .0 4 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO `Z CONCEAL VENT. to v 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS U M WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. N cu 0 W G STORM WATER MANAGEMENT DETAILS W u u ROOF AREA:2836 SQ.FT. N.T.S. O AT 100%WATER RUNOFF:474 CU.FT. PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS (253 CF EA.) DRYWELLS CAPACITY:506 CU.FT. �N,y OGEE GUTTER-STANDARD 5" NOTES: 1).EXECUTION: V A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. on 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT, 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: DRAWN: MH/MS AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL SCALE: 1/4"=l'-0" COMPLETION. JOB#: c c c C March 09,2018 SHEET NUMBER: A-4 REVISIONS: 1-3/4X11-7/8 ML RIDGE TRUSS ROOF PER MFGR.M 2X8 DF#2 R @16"OC 2X12 LAYOVER PLATE — - - — 2X10 DF#2 CJ @16"OC 2X10 RIDGE 2kg R 2X8 RR ` 976"OC @16"OC 2X12 VALLEY Z , ` ` PLATE N GARAGE `. � 2X6 CJ 16"OC — _ _ — 5/8"TYPE-N FIRE RATED SHEETROCK I ON WALLS S CEILING W (3)2X10 O� ' ' W GIRDER 2X8 ACQ SILL PLATE TERMITE SHIELD SILL SEAL �. �, 1OX10 COLUMN ' ' O 1 I / 1 I I MANUFACTURED HOME w/6X6 ACQ POST BY OTHER ; ; 00 WALL ,4 (3)1-3 4X 1-7/8 ML GIRDER � � - 8"PC •' � 1 4"CONC.SlA6,REINFORCED w/6X6 10/10 WELDED °t W l 1 WIRE FABRIC OVER 2"(MIN)SAND ON 6"GRAVEL. pr o� I I SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAINAGE,1/8 4 U ( I ":12" 'a I U LJ U Z 2X8 ACQ @16"oc 2X8 ACQ 16"01Z ' ' —- _— — - - — 16"X8"CONC.FTG. I I - °�� O (2)#5 REBAR I 1 O 4 3 2X10 AC (2)2X8 ACQ a'► ;'.p 2X6 ACQ SILL PLATE (3)1-3/4X11-7/8 ;,,p GIRDER I I I ;�p A PC WALL TEFL C6 TUBE- U GIRDER 12"dia, pt TERMITE SHIELD ML GIRDER I 1 1 p� DAMPPROOF STEEL COLUMN O 0 p„ p I 1 't 4�� Z . 1 ° CONC. SILL SEAL04 i� PIER `'� I I 1 ► ' - — p d:A 4 X 0.226 - d:A } p'v• --- - — I I ^ � •p 4"CONC.SLAB E"R � STEEL 4 10"PC WALL _ —_ - — — — — — — F.i U W COLUMN ;ti DAMPPROOF r L s T — — — _ — — — STAIR WELL— — — — — — — i P, • e' ,r •.-;d •. • e. O Q p D L — — J os �•o.- ^�I 4 ► 4� �1 `a a D 4"CONC.SLAB SECTION AA °� e. a •. • e. a ♦. e • e. • - ►� ► v •1 10e SCALE: 1/4" = 1' 48"X48"X12"CONC.FTG. 24"X12"FTG. (3)#5 REBAR SECTION C—C SCALE: 1/4" - 1' TW� 1-3/4X11-7/8 ML RIDGE V 1 R@,bOC, --- O 2X8 RR @16110C O Z REScheck, Software Version 4.6.4 --- 2X10DF#2CJ@16"OC11 11 A A I — - - - U Compliance Certificate (MLBEAM4 CJ@16X n OC 4, O N U Project GARAGE In 5/8"TYPE-X FIRE RATED I Ererg}Cade: 201S IECIC 2X8 ACQ SILL PLATE SHEETROCK ON WALLS 0)Location: Southold, New York AND CEILING Constrvction Type: Single-family TERMITE SHIELD w SILL SEAL O Project Type: New Construction Canditiored Floor Area: 0 ft2 � Climate Area ]Q9ro , v 0 Climate Zone: 4 If3S/72 q DD) �D • e. e. a e, . e .. . • e. .. e. • •. C, r4 � Permit Date: °D __________i i 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC �° 8"PC p M d+ C) ' ' OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO M Permit Plumber_ b,�. - -------- OVERHEAD DOORS)FOR DRAINAGE.1/8":12"(MIN).NOTCH 2" p' WALL I o B • -----------' ' DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE M PO 'on, M p Constr Rion Ste: OwnerfAgent: DesignerlContractor. ---------__ INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 16 X8 FTG — - - — Cj 0, CONTE HOUSE Marcc Schwartr,Anc'F tect 22 10"PC ---''---- ' � WALL ,�? -----------4 ' (2)#5 REBAR 134 +. ZCD FRE>=MAN 4i0AO P_{}_Box 933 I ^r1 u NIATTITUCK NY Cuxhogue, NY 21335 �� -----------I 1 o v 00 631-724-4195 .• ----------- , , bn mksarchitectO,optar=linexet --___----- m ' ► -, I .[ d•� -----------�I 1 I v . Cn , . ,do ECTIO00 C0"I:2rce: !SA%Batter Than Code Vzxlnum UA: 260 You,,VA: 246 V;ixlrrvum SHC-C: O_ D YauR SHGC: 0_33 s•ve:= ------• � W Tho r.4 �Bfrory ar.tThrn cad*Indtr r*RIF_ta hew cl%wd to eemmri.e•ei tFi head"o buv*d en cods bWA-e F nd*a. 24"X12"FTG. SCALE: 1/4" = 11 C-a m oor5 NIYr proaids.n•.`i.al*QF Mrr7f unit or cost otlrti,rt nor m+rimu -loth he ns. (3)#5 REBAR Envelope ASsemblie5 w tAl U U � I I Floor 1:All-Wood jaistlTruss:Over Unconditioned Spaoe 1.944 30.0 0.0 0.033 54 O Ceifino 1: Fla,Ceiling or Sciff"rTruss 1,644 20.0 0.0 0.095 sit rl �. : Wan 1:Wood Freme,15'ox. 1,415 19-0 0.0 0.050 73 NI 32 D,. � 1 1 llrrdow 1:VinylfFibergless Frame:Double Pane 10 0.240 Z SHOC:0.2A 7 I I I ( • I1 I I ll �i iht1FHEF nrF. svz,uxc. I '/ I l '� 1• l lg*dow Z:Viny IfFibe'7 lass Frame:Oauble Pane 99 0.320 31 SHOC:0.3Z 845FD Nlt]M WII„ 16'« Sin,FMBFDMEM tFN� C7'oor 1:Solid 19 0.270 5 i i i i I U Dwr 2:Solid 27 0.251 7 x Vi.M avwa"D _ J Dmr3:Glass 40 0.39C' 4+ a.".B.�D=� «B �Y SHCiC:{).35 l+ ' pt�rzxw"rnrvE 71W OS B) �+ / II � I �+ � Sf � Q' T • Vz•Mt MrCu s„BnrmxB ` Cor"priance Statement. The proposed building design described Fere is consistent with the buirding plers, specifications,and other i ; i � B�n"nu m�ASB•DSB, , j �• � I calcule..ions subrr><ittled with true permit appplication.The proposed3 building hes been designed to meet the 2015 MCC requirements in REScbeck�Version 4.6-4 and to comply wid'I the mandatory requirements listed in the RSScheck Inspection Checklist. Na Me- tlGe nature Date TYPICAL WINDOW n DOWOPENING ra.mwnDD-sa ( II , + ` PANEL SPAN EQUAL OR SMALLER THAN 4 FEET BssFD.„DaB w"x se.a m.FMBFDMFmm1ENFlN TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET „unrtE xwv"DD.,ssBnauesNfP11''B �P°"c AND EQUAL OR SMALLER mean nFwrm-MS THAN siren "fie w°DD-sne" o"cuvmam ears w,was"E� ^^�"«wTM •« DRAWN: MH/MS THAN 6 FEET zM eueonexr sFszcm um„ursorvoc „o.z0 w«D-scaews Project Title: Report data: Q3lD11� TYPICAL MULTIPLE OPENINGS a soMOB w"" r« PANEL SPAN GREATER THAN 6 FEET SCALE: 1/4"=V-0" AND EQUATHANL OR CALLER vseo n„oa w ss•« JOB#: Data filename: Untitled.rlck Pagel of 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL March 09,2018 AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-5 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° RAFTER WALL STUD ENDWALL t tj I CRIPPLE STUD p ° BOTTOM PLATE p RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR :2ND. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC do WALL STUD THROUGH-ROOF EXHAUST W VENTS SELECTED AND F - LOCATED BY CONTRACTOR O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED ^ O RIM BOARD RAFTER H SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W I I , VENTILATION U SIDEWALL FLASHING WOOD JOIST FOUNDATIONTOP PLATEO - - - - - - - To. BLOCKING4 LE GER BLOCKING Q-1 Z FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT • OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES � \ ETA RAFTER �j BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O O SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT ry! W WOOD JOIST Z TOP PLATE [W v GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O N AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS 1 AS TO FORM DRAINAGE CHANNELS AND v INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'O" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE I TERMITE SHIELD r"—"— SUB FLOOR N v SILL GASKET WOOD JOISTS m C+ C u 7 � � CO v u r x u 2x6 2x8 CONTINUOUS WOOD PLATE M M o CONC. SLAB NEOPRENE ,-� o m ; 7 TYP. CONC. FOUNDATION ( 6 MIL. POLY GASKET .` / � - DAMPPROOF EXTERIOR V GRANULAR FILL e V3 I BOLTED TO STEEL BEAM WITH r. x o u 6MIL POLY ON EXTERIOR 4 %` ° V ^ \� STEEL COLUMN ' ' , ` 1/2 " DIA. BOLTS ® 48" o.c. STAG. �' ;.2' v ` r 'Cf I i � - r ° ROOF JACK // I I `�\ ���` u u STEEL BEAM v CONC. SLAB '� e v m R" r, o � ^ o \.� ANCHOR BOLT EMBEDMENT: �� 4" x 1/4" x 8" STEEL � � n � � ° V COMPACT FILL POURED CONCRETE: 7" % 'q o ^ r BLOCK WALL: 15" ROOFING LAPS �. I TOP AND BOTTOM PLATE Ln U KEYWAY FOOTING D /� ° ° 4 ° q FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT dam' - t �'� ° CONC. FTG. 'q Q'p G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� N u >~ v o : O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ��` , 1/2" GROUT ^ ^ 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. W TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OG STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 r SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM N COMPACT FILL , GARAGE O JOIST DOOR USE 2X8 STEEL B EAM FOR BLOCKOUT d ` 4" SLAB / . W/ 6X6 WMM \ I SLOPE P.T. PLATE I 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT r , u 1/2" AIR SPACE `��� < 1 <I ° °END AND " 7 1 �" (WITH A NAILING PLATE IF NEEDED) < L®J AT ES OF WOOD �,� q ° ° . °•° . °a ° ° ° STEEL BEAM 0TOIALLOW FOR OR x GRADE ° =--�-'-'--«'--"' �• BEAMS T D ° D D ° O ', ° •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) r� 1='q �' d Q e 12" = 6X6 W.W.M. .e -4 4 4 �c ° _ail o ' D D D ����NOTCH B EAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ q q O ° ° o _ r SU B FLOO R MIN. .q ��q ^ r ° NOTCH EQUALS 1 4 DEPTH OF BEAM D D• � n REINFORCING BAR • - . D •i REINFORCING BAR ° , / ° O°•°•o I ° 1 1—1 1 DRAIN TILE JOIST �• d D �� i� 12" �I o it;° SHEET METAL / 30# FELT UNDER BEAM AT POINT ��'n O° O° ° (�" STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK rTf_ I.ii r o•� 3" PLATE (BOLTED TO BEAM;) ° TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ ^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: 1/4"=V-0" BEAM POCKET JOB#: March 09,2018 SHEET NUMBER: REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLARED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS, MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 6198 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z_ All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. zo RAFTER-TO-LEDGER CONNECTION 3),Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. MO H RAFTER 7).All oasts to be supported with hangers and anchors. Each Joist shall also be anchored M•'-i Q HANDRAILS J PP 1; to girder(s). Z Q RAFTER O8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W [� 9). Use Simpson hangers and anchors with Z U -MAX tripple protective coating or equal �D POST for any contact with ACQ. O H TOP PLATE v� TOP PLATE O O BALUSTERS U RIM/DECK JOIST o HANDRAIL NOTES: a WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION g EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2)1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 Q O � � inch to a level that is not less than 1-3/4 inches below the O tallest portion of the profile.The minimum width of the O GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a h••r-� z maximum of 2-3/4 inches. Edges shall have a minimum h•L^1 Z o 0 radius of 0.01 inches. JOIST POST/COLUMN c W U �M POST/COLUMN NAILING SCHEDULE wo N � GIRDER/HEADER ROOF O SHEATHING: JOINT DESCRIPTION NAIL SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NU=R DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL:4-8d COMMO RAFTER , CEILING JOIST 8'WALL: 3-8d COMMON EACH M N � I~ TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL co Cn (1) o c CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o aui STU PARALLEL RAFTER WFCM-SBC LAP NAIL oo rn m' ® BEARING PLATE ``° +'o �4 GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O r-a x o U • OVER PARTITION WFCM-SBC LAP NAIL �+ w U 0 . • COLLAR TIE AS PER TABLE 3.4 EACH FACE Ln ,uv, WOOD JOIST TO RAFTER WFCM-SBC END NAIL r4 � °r-+„° ;U u c BLOCKING EACH TOE �• 2-8d COMMON •� •��• TO RAFTER END NAIL " .; RIM BOARD EACH END U (U LEDGER I I ,' 2 -16d COMMON GIRDER/HEADER M CONCRETE PIER �^ TO RAFTER END NAIL c II � „fl WOOD JOIST V.,'' N 0 W WOOD JOIST `^ WALL FRAMING: � " JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2 -16d COMMON PER FACE NAIL CEILING JOIST TO BLDG. CONNECTION I (MINIMUM) TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION � I TOP PLATES AT JOINTS FACE W THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL H IF ABLE, SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2 FACE REQUIRED I I STUD 2 -16d COMMO O.C.0. NAIL U U V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 0 HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER ( TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. THREADED ROD PER BOTTOM PLATE TO: N PIECE OF SIDING BELOW FLOOR JOIST,BAND JOIST, 2 -16d COMMO FACE NAIL END JOIST OR BLOCKING FOOT � 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U g16^ C MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES eoLTs QTY. SPACING 00. P644 Posy SILL,TOP PLATE4-8d COMMON JOIST OR GIRDER JOIST NAIL ANCHOR dia. ,. C PIER 16"TREAD : o +•.• - MINIM M AN ' ^ BRIDGING EACH TOE FLOOR FRAMING 2x JOISTS °� o ' o a END NICE •o •: •� 12"x12"xl2" V VA �' V TO JOIST 2 -8d COMMONEND NAIL G ADE CONC.SLAB i°b y ' •. •o •�g;�' CONCRETE FOOTING + (ASREQ.) �a .p, •'; c^ c^ BLOCKING EACH TOE BLOCKING FOR '. A y y JOIST HANGER s^dfa. ;'o DECK PIER v ^ TO JOIST 2-8d COMMON END NAIL 3 -16d COMMO LAG BOLTS p 0 31_0 °.' PIER PER PLAN HOLLOW COLUMN UPLIFT v V SILL OR TOP PLATE BOCK NLOCKING TO: EACH AIL RIM JOIST/BD. o ' 0"4, '<�4,' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE ° "°•: INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3 -16d COMMO JOIST NAIL / LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE DRAWN: MH MS 04 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST NAIL SCALE: 1/4"=1'-0" DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END JOB#: TO JOIST 3 -16d COMMO JOIST NAIL March 09,2018 SHEET NUMBER: BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT -7 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GE '1kN' ErK*` AL NOTES. i). 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 to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10,WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets: current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4).WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under DRAILS ANY DIRECTION 200 NAIL NAIL GAUR construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q-I-y SPACING NOTES w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 -16d COMMON PER FACE NAIL W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all Cn TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O O ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4- 16d COMMON 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE MM z w INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE z^^ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE F� O e I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. Type P STUD O.C. NAIL Sym.: w U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. C 04 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL a Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC a/ 6).TYPE I( EXTERIOR SHEARWALL CONNECTIONS: t� FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMIN(i: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonry wal',s occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS:Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON EACH TOE END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) p SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge p >- along the 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 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Q w 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES 7). Daimpproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL W w U N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 7). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. PP BAND JOIST PER END � w • the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o H 2 . Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O N " 8). Drainage as required by current N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. 2 - 16d COMMON' � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF-SHEATHING:EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All! framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �, 5j. A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION N v 5otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) n M v o 4' EDGE ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. o� where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o M °� Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 �' � openings. LVL headers to have 3 jack studs and 2 full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. C) x o ( ) ( ) g WALL SHEATHING: w x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES �s 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL o CU 0 v openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 6n and blocking where applicable. QTY. SPACING o Ll, 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3. `� x Yp g 8d COMMON 9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 .-. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. U `n PLUMBING NOTES `0 anchors where applicable to all connecting joists. d+ "D 7/16" OSB 3" O.C. EDGE N E 0 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o W Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 10" O.0 . FIELD 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plains. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g, g p other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL FEE4 provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. sd COMMON where applicable unless otherwise noted. state code and manufacture s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 0 U HVAC SYSTEM NOTES V OR LESS 12" O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists V) under all bearing walls. NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED Un 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 04 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing usin.Batts or blankets of mineral parallel rows of studs or stagor g gg glass fiber shall be allowed as fiireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g ered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. � ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q' over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12-TESTED BY ALIFTS PROF�SI AL). CONTRACTOR TO HAVE FILL GENCY FOR COMPACTION. 4)flame and openingsaround of combupes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected products members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. DRAWN: MH/MS SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. March 09,2018 SHEET NUMBER: