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HomeMy WebLinkAbout41947-Z FOt/tp�� Town of Southold 8/23/2018 P.O.Box 1179 a v 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39863 Date: 8/23/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 625 Four Winds Ct, Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-13.37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/7/2017 pursuant to which Building Permit No. 41947 dated 9/1/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES,REAR SCREENED PORCH REAR ENTRY DECK, OUTDOOR SHOWER, ATTACHED THREE-CAR GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Rogan,Thomas&Janice of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0028 03-15-2018 ELECTRICAL CERTIFICATE NO. 41947 03-20-2018 PLUMBERS CERTIFICATION DATED 04-17-2018 rad Pi uch o ed Signature TOWN OF SOUTHOLD Fcot,t,� BUILDING DEPARTMENT OR TOWN CLERK'S OFFICE Py • ; SOUTHOLD, NY �a1 � baa 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#: 41947 Date: 9/1/2017 Permission is hereby granted to: Rogan, Thomas 4671 Village Club Dr Powell, OH 43065 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 625 Four Winds Ct, Southold SCTM # 473889 Sec/Block/Lot# 88.-6-13.37 Pursuant to application dated 8/7/2017 and approved by the Building Inspector. To expire on 3/3/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,676.00 CO -NEW DWELLING $50.00 Total: $2,726.00 6 Buil "ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. _ C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. A.U67,vs-r New Construction: Old or Pre-existing Building: (check one) Location of Property: yZ5 602 djtj7s Gc'U2T soyrw,,,�, House No.,/ Street Hamlet Owner or Owners of Property: j/J Suffolk County Tax Map No 1000, Section C48 Block 0e, Lot 13.3 Subdivision Filed Map. Lot: I Permit No. Date of Permit. Applicant::l G 4 �Gt>?✓1/°S Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Ap scant Signature 7' pF SOUp�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • aQ roger.richert(-@-town.southold.ny.us Southold,NY 11971-0959 C4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Thomas Rogan Address: 625 Four Winds Court city:Southold St: New York zip: 11971 Building Permit#: 41947 Section- 88 Block: 6 Lot: 13.37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 84 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 14 Wall Fixtures Smoke Detectors 7 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 52 Twist Lock Exit Fixtures TVSS Other Equipment: 103 Light Fixtures, 7- Under Cabinet Lights, 4- Bath Fans, 10 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: March 20, 2018 0-Cert Electrical Compliance Form.xls IRC, FINE APR 2 7 2018 -SUM TOWN OF SOUTHOLD Town Hail Annex Te_Iephone (631)•7654802 54375 Main Road F_ax(631).761-9562 P.4-Box 1179 - Southoid,New York 11971-0959 ® �@ BUILDING DEPARTMENT TONT OF SOUTHOLD -CERTIFICATION- - Building Permit No. L//qy7 Owne> Rogan (Please print) Plumber:_ 6rad pietticA . .' = (Please print) I certify that the solder used in the water supplysystemcontains less-than 2/10 hf I°lo lead. • - lumbers-Sigttature)�=.-:_ •: `•- - - . . Sworn to before me this I Cj _ day of 20 1 C�L _ � _ TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DJb Notary Public, ;�' County I OE SOUIyo N O a Comm �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST /V I) [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r 4�1;*, knc�-Aloov i jm IVJ wv 4 s r Y DATE INSPECTOR VAA �o��oP soulyo� uouMr,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: DATE 114SPECTOR or SO(/lyo� N o a TOWN OF SOUTHOLD BUILDING'DEPT. 765-18®2 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) REMARK Y �4ftln. A I DATE I3 INSPECTORma *oF so�lyolo roul I`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTORVi, SO(/lyo N o ol'Y UM 19 TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECT ION [ ] FOUNDATION 1ST [4/ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH`) [ ] ELECTRIC L (FINAL) R ARKS: 1�r"��� OK yfawt." 6� Q DATE III'L INSPECTOR SOF SOUL N O 0 m,� TOWN OF°SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],,ROUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMA KS: 6A� b& Q DATE INSPECTOR ULIL �o�a0 bjyolo ��y00UMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1/Lug^- DAW �u :t 6tvolf� O?A% an/ DATE �L�l��� INSPECTOR Lk �pf SOUIy �o� olo �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [ FINAL /VI�> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ltr A 6 Sol( l �in,�/ Ci c✓ C'dl7r Lai hAv f�... 10 PkA011M oyew DATE INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Alain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com August 22,2018 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: 625 Fourwinds Ct Southold,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the insulation and to the best of my knowledge,that construction has been completed as per Energy Testing Services specifications (attached) and meets or exceeds New York State Code requirements. Please call this office with any questions you may have. Sincerely, Y AUG 2 2 2018 13�$'p'��g��'1 7� �1M31�1!1�1TG DEPT. Mark Schwartz NO- ,1A MLinbei American hisLihite of Architecture S D � Ener Testing Services �Y � , 2018 Combustion Safety Testing Form AUG 9 2 2018 RTS-D"7Tr^F DEPT. Certified Horne Address: 625 Fourwinds Court City: Southold �'r '' ''` ` " ,T I ` ) D Builder Name: JNS Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional foams if rrrore than-are CAZ or if bone has mul iple heating systems or ivarer healers) Date of Test: 03-26-2018 Outdoors Temp During Test: 65 of CAZDepressurkatlon (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPNI Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes n No n✓ Net Change: N/A pa. If Yes,Total CFM Simulated (6plarn(it notes) NOTES: Heat itg*Sysleitr, Primary: Yes ✓❑No❑ Tyne: Furnace z Boiler[]Heat PumpQ Other ,; I�e�rllnn'Tvne a Dra 1„ `" illn e. Sit/n a CO , Co _ E rc%n 'Friel Tvde? S -�� (Circle T e) ' (Pascal roist C6se1' r awral) Va t,C6se •r atuial_- RatinQ:96-0 N(]PO✓ OL]E0 NQ\Dm[Ls_ N/A Pa. Pass(✓ Fail❑_ PassRIFail[I N/APPI\t N/A PPM Yes 0 Tvne: Standard Tankalndirect Tankless ❑ Size• Style Common Vent Water`.;Hetifer`=:` Primary: No Instantaneous ✓MCommercial (Seer�ole3Geloiv) (Gallons) Stand Alone s, z Ven lne Tvue 3 . Dra t' Sin/!ripe Sin!/aye(Nanrral) CO CO -EfficiencyFirel, e' `':(Circle.TypeJ (Pascal).. :(horse Case). (Irorse,C-Se) ' (Varna!) FF: 0.97 NL]PZO❑E❑ N❑MQSn✓ N/A Pa. Pass Q✓ Fail❑ Pass✓�]FailD N/A PPM N/A PPM ` Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No Oven CO 8 PPM Ambient CO(During Oven CO Testing) o PPM r Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper NI =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. ' {rater Heater Sty,le: CQrnmonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximunrmodeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 � �Rater Signature: ,� ��.�.-- Date: 03-26-2018 Home Energy Rating certificate Property HERS Fourwinds Court Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Rating Date: 2018-03-26 Rating Number: MC044 625 Fourwinds Court Registry ID: 172741057 Southold, NY 11971 Estimated Annual Energy Cost HERS Index: 50 Use MMBtu Cost Percent Heating 69.6 $1733 58% General information Cooling 4.5 $216 7% Conditioned Area 4675 sq. ft. House Type Single-family detached Hot Water 12.9 $326 11% Conditioned Volume 46362 cubic ft. Foundation Conditioned basement Lights/Appliances 36.1 $652 22% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $76 3% Mechanical Systems Features Total 123.1 $3004 100% Water Heating: Instant water heater, Propane, 0.97 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 45.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 137 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features D Ceiling Flat R-49.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 ; Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.280 AUG2 Above Grade Walls R-18.0 Infiltration Rate Htg: 1690 Clg: 1690 CFM50 Foundation Walls R-14.0 Method Blr door test Michael Caruso y/ aIV E3=711G DFIPT. r �• Energy Testing Services LLC. V7,Yi,T-T-T..D Lights and Appliance Features 1648 Locust Ave Unit A T Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-242-2627 Refrigerator (kWh/yr) 707 Clothes Dryer CEF 2.32 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings.o 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ,n Home Energy Rating Certificate C625 DCourt HERS Rating Type: Confirmed Certified Energy Rater: Michael Caruso Rating Date: 2018-03-26 Rating Number: MC044 Registry ID: 172741057 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 5U Heating 69.6 $1733 58% General information Cooling 4.5 5216 7% Conditioned Area 4675 sq. ft. House Type Single-family detached Hot Water 12.9 $326 11% Conditioned Volume 46362 cubic ft. Foundation Conditioned basement Lights/Appliances 36.1 $652 22% Bedrooms 5�— Photovoltaics -0.0 Service Charges $76 3% Mechanical Systems Features Total 123.1 $3004 100% Water Heating: Instant water heater, Propane, 0.97 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 45.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 137 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab R-0.0 Edge, R=0.0 Under Sealed Attic NA Exposed Floor,' R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC:0.280 Above Grade Walls R-18:0 Infiltration Rate Htg: 1690 Clg: 1690 CFM50 Foundation Watts R-14.0 Method Blower door test Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-242-2627 Refrigerator(kWh/yr) 707 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: %2l/Gi2G� REM/Rate-Residential'Energi Anal9sis and-Rating S6ftware-x1'5:4.1' This information does not constitute any warranty of energy cost or savings. O 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. . d Energy Testing Services 2018 Combustion Safety Testing Form Certified Hoine Address: 625 Fourwinds Court City: Southold Builder Name: JNS Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if tore than are CAZ or if/rote has muhiple heating systems or tivaler treaters) Date of Test: 03-26-2018 Outdoors Temp During Test: 65 of CAZ Denressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: NIA pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain i+r motes) NOTES: earlbn I"NMI tgt� Primary: Yes❑✓ No❑ Tyue: Furnace Q Boiler II Heat PumpQ Other E rcierrc f Fuel Ti�pe'1 YerrArr�Type 3 . :,Did t ' ; ,S'ip llaee; 3 S"in lfaPe"-: CO CO C cle T Pascal Vorst,'Ca" atura! t'orst Case awy Ratin&:96.0 N❑P❑✓ ZE❑ N❑x❑MEjS_0 N/A Pa. Pass Fail 0 Pass❑✓Fail❑ Nip►PPM NIA PPM sv Yes ✓ e: Standard Tank Indirect TanMess y Common Vent atefj &e '' Primar : �—' Q Size: St le � No Instantaneous ✓❑Conunercial (SeeA'oteSbe/mv) (Gallons) ° Stand Alone ❑ clerics Fire171�ne? 'VeirtlriP Tide 3 Ar6 t I S !n llac�e Sp loge(Ndlr+m!) : - CO, :CO Circle Type).". ascot),<'. (IY.orse Case) i corse Case (Nahrra!_ EF: 0.97 N[]PR]O❑E_❑ N❑M❑S ✓ N/A Pa. Pass OFail❑ Pass✓Fail❑ NIA PPM NIA PPM Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes Z No❑ Oven CO a PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Effdclency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NO If the Venting Type selected is IN,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style, Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efflclency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso / Rater Number: 7960376 Rater Signature: ���%�� C -� Date: 03-26-2018 FIELD INSPEC!IOWiiPORT COMMENTS FOUNDATION(IST) M& Ku �` �•' :�1f� ' < ''' s 1 rim r ■� PLUMBINGTm ROUGH FRAMING& INSULATION PER N.Y. STATE ENERGY CODE Lq -odm/ iii����� ► � � E -� A WT T / - SWIM • ADDITIONAL �IIJIr�7 , ,• / / MW mNo _ r i r1 .a • ,., - -rM WWJfi=,pl MAN i. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O Application Flood Permit Examined 20P Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 7 Mail to: Disapproved a/c Phone. (e3�.92q• Expiration C 20 B nspector LICATION FOR BUILDING PERMIT AUG ' - 7 2017 LLLJJJ Date/�UG�tt�i � '20 � INSTRUCTIONS a.This ap lication MU&T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of IRTi scale.Fee according to schedule. 10of lot and of buildings on premises,relationship to adjoining premises or public streets or areal®d"wate S. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ZS(. RGrr(G 251. .AXV/06 %1VAA !:uJ 11 92 (Mailing address of applicant) '� State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises--rOM 1ZOG�i�N/ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. HS3DI- f} Plumbers License No. Electricians License No. 3113-Me Other Trade's License No. 1. Location of lapd on whi; h proposed work will be done: k1.5' row Zi,s Coy2T 600.0404,D House Number Street Hamlet County Tax Map No. 1000 Section 88 BlockOC-0 ot I��� Subdivision_A Weil 6"K5 Filed Map No. 912,9 Lot 55" 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building _Addition Alteration Repair Removal Demolition Other Work SOd O� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_ Number of dwelling units on each floor I o.�.) or' 3 au If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front —?t5r' Rear__* Depth Height.. =i" Number of Stories � Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front ��o Rear 149 Depth yS 11 Height Zs, 1 iNumber of Stories 7- 9. 9. Size of lot:Front Z!� / Rear ?&.6'97, Depth 1W.13 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated / 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES / NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises l'o 4 404P.AJ Address Phone No. Name of ArchitectMfAfLl4 6cywART3 Address tr21oQ&,r ii97' Phone No ca31. Name of Contractor J iJ5 GonJI AcT►JC� Address v 91 i M IadPhone No. 1031.9201.55-00 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO ✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,Mate of NOW Y®ttc COUNTY OF ) No.01BUSIS 050 Qualified In 3utfoik Cwn y being duly sworn, th i ifs tAe4a to (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this .�C4A day of 20-a L —A/ Notary Public o Applicant P '\OF Saplyo Town Hall Annext l�[ Telephone(631)765-1802 54375 Main Road co max(6311765- 5p22. ' P.O.Box 1179 Q roger_richert(cr)town_so M55 nV us Southold,NY 11971-0959 a rD DCCOdL BUILDING DEPARTMENT TOWN OF SOUTHOLD SEP - 6 2017 APPLICATION FOR ELECTRICAL INSPECTION F;xJII DDTG DEPT: M,4�Lc-I � (R '1 OLD REQUESTED BY: Date: Company Name: .�< < �G - _ P __ Name: Uo't- -X-C-: License No.: p� a_ E Address: 01 b a x 8 k u. - r� Phone No.: JOBSITE INFORMATION: (*Indicates required information) `Name; Address: (off S Four *Cross Street: - *Phone No.: Permit No.: Tax-Map District: 4000 Section: T�L_e Block:_ Lot. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) P q /- g4 -7 (Please Circle All That Apply) Is job ready for inspection: • 61 YES I Ro �hln Final *Do-you need a Temp-Certificate: N NO Temp Information (If needed) *Service Size: has 3Phase 150 200 300 350 400 Other *New Service: Re-connect Underground mber of Metersl Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �✓ O 82-Request for Inspection Form Scott A. Russell ,�a°Su `�� ST0]R.MWA\`]F1E]K SUPERVISOR MA\\.1NA\G]EM]EINT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of South old �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 0 8 201T ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: 1 IYep No (CHECK ALL THAT APPLY) �i ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more I' than 5,000 square feet of ground surface. ❑� ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �� ❑❑' C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I� 00 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 li feet or more, unless prior approval of a Stormwater Management �+ C� Control Plan was received by the Town and the proposal includes 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. — S.C.T.M. #: 1000 Date APPLICANT (Property Ok%ner,De�dgn Profemronal.Agent.Contractor.Other) pppp 000 13 NAME IG �/V�<qS OCJ 06 1$�?J� ) ?Ofd 4 ; vim Section Block Lot iIIIItMel FOR BUILDING DEPARTMENT USE ONLY "**� Contact Information. (4 C 'wg T.kpMn\"mbr. Reviewed By: — — — — — — — — — — — — — — — — — c6�1 Property Address/ Location of Construction Work: �� I — — — — — — — — Date_ — D - — — — — I (' Approved for processing Btulding Permit. j ��.$ �Oy2 �11Jt�S (,�jy1Z,T ❑ rmwater Management Control Plan Not Requited. 1140L D .(Jt/ 11 q-g' ( � Stormwater Management Contiol Plan is Required. 1I� (Forward to Engineering Department for ReN ieNN.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 s CHAPTER 236 (Property Owner,Dessign rrofessionat.Agent.Contract-,other) azr: —z— b0 /r �11'4 a 13.31 Stormwater Management Control Plan CHECK LIST NAME �0014A► Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application �er- Date: �c The applicant must provide a Complete Explanation and/or Reason for not providing (,g1.92R SSx At, q. qV i� 01 all Information that has been Required by the following Checkli5tl sgaa re Tdrplrxe Nnmhm L 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 Herel 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 0 b. Total Site Acreage. ,/ 0 c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). DRAINAGE-WSPIEC13ONS ARE REQUIRED d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water e. Limits of Clearing& Area of Proposed Land Disturbance. ✓ f. Existing&Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing&proposed structures, roads, ZMff Me drainage has Men installed to Code. driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. / CONTROLS j. Location of proposed Soil Stockpile Area(s). / k. Location of proposed Construction Entrance/Staging Area(s). at net e 1. Location of proposed concrete washout area(s). 0 A well main m Location of all proposed erosion&sediment control measures. / wire Backed t T stabilizati On PA 2 Stormwater Management Control Plan must include Calculations showing Seeding of exposed ati dior 11 active soils. 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 0 rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. JZL- - D Items requiring details shall include but not be limited to,. a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc) TO FOR ENGINEERI EPA —ENT.USE ONLY**** � Additional Information is Required. ii Reviewed& Stormwater Management Control Plan is Not Complete. i ! Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. I, Date: zL l7 SMCP has been approved by the Engineering Department.; FORM SWC heck List -TOS MAY 2014 - SUFFOLA-�aG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Road -< Fax(631)765-9502 P.O. Box 1179 N = ' Southold, NY 11971-0959 0-- BUILDING BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location,of Property: Please tak ice that the(check applicable line): P/. A New commercial or residential,:structure M 'r. Addition to exisfing commerciaL:or residential strubtiire' '4r' RehabilitatiQn,to•an existirig'commercial or residentialastructure ' to be consttucteciioi-performed'at the subject property reference.,above will utilise y. (check applicabl"Jive): 4 Truss type`construction (TT) re-engineered wood construction (PW) _ { 110 Timber constructiioh-(TC). in the following locations) (check applicable,line): Floor-framing, including irders and beams (F) Roof framing (R) Floor and roof.frami (FR) Signature: Name (person submitting this form): Y`r (. j(I Capacity(check applicable line): ner Owner representative TrussReg15.dccx Effective 1/1/2015 \ ,l rti �t...,�L��.''�,y''J ?i�..s•itiY.,:''r��+:?>..��x„ia.Y.'J' �ti' - �-t�%':I�'•:�.�i1`.'Y'�:;�tiSr�t�7�,ty,.3'n.nr-•_._.:.t�.•_J,-•`^,,,��rh,"r;�!y);,+,�;;ti9 '�'r•.�x�+y��• .tr{r:���Y.lri4�{j�.1t Kvs3':.` .Sy�y'h_'�.r$r���'?.• I. :,,'F'Y�'; },£ij�F's,:'s�,t5� ir�i.�` �'-:f:'1';��r}�:r-•.. ��_73,�L•tt:.. •�;.fir 3'..��f�'T"C.�«?}ti., :iih47 t •'r�•1.G1• `YT's ��� ti . z:�+ i.•`•„�\t;>• i. -�5-t3%`�'"Y`� .w^r'^a Wit• '.',.!a et:.9�.f7,� • r• r�✓.*••a�+a�Fv r.'-hy.:�r. rr �E•.r�' y {.,� ` , • �%�Ytii<�t�� v.�,'-i�7:i^ f�:r�4 Li �f�'s�.2i . - Sr,it .cif ?'>• 4 •.�. :..:t •� 1 •.S`' y �i�;r .cls +'�.t•. .f '_it ° .'.. � cr 1 j \ t s e rrr 15 J7 -- \ .T j• f r I ?? • • �. VA-will • • • • D , 19M ` SURVEY OF $w PROPOSED SEPTIC SYSTEM DETAIL LOT 35 1w C� HOUSE (NOT TO SCALE) G0, FFL13.5• Tor BURIED MAP OF Q'•/� (t425 'L� 4' ) ,^ax FINISHED GRADE ANGEL SHORES PRECAST REINFORCEDnC10NCREfE COINER p4'd u,LQOCKING.WATERTGHT k INSECT PROOF FINIS 15ROADE BURIED 1'DEEP 2•DEEP CAST IRON COVER TO GRADE CLEANOUT 20''^I^ 20'm,n MIN 4'dIa u rOP EL 13 ' 3 _ FILE No. 9729 FILED AUGUST 23, 1995 TOP ELEV tbs. PITCHED 1/al��• B; B SITUATE MIN 4-d,o I �' o —� 4'dIa 3'CLEAN LSF O 1137' APPRSAND PITCHEDPIPEtEVc' 3�;m INVERT a PPESSOVER COLLAR BAYVIEW Oat SPBF<<, 3_° FLOW E`E"'39 �b TOWN OF SOUTHOLD 3�mG�P `/O44TF N BAS 4 ' SUFFOLK COUNTY, NEW YORK R oqa ti 8. .} S.C. TAX No. 1000-88-06-13.37 �Q�� ELEV SCALE 1"=50' 3 HIGHEST EXPECTED GROUND WATER SEPTIC TANK (1l JANUARY 31, 2017 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,00°GALLONS MARCH 31, 2017 ADD DRAINAGE EASEMENT AUGUST 11, 2017 REVISED PROPOSED HOUSE Q• 1 TANK,8'LONG,4'-3'WIDE W-7'DEEP LEACHING POOLS (2) 'q' 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE'STRENGTH OF 3,000 pe,AT 28 DAYS AREA = 40,502 sq. ft. h, 3� 3 WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS of 4' 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 aq ft SIDEWAL AREA 0,930 ac. FSrO `\ m ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Pef 3 POOLS.6'DEEP,8'd,a 4 zk Q• 4 AL JOINTS SHALL BE SEALED SO THAT THE TANK IS WAT .HT 2 LEACHING POOLS ARE T°BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) FMF Dp' J0 u 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF d:1/4' LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS ON A M 3'THICK BED OF COMPACTED SAID OR PEA GRAVEL 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) / / \ 6 A f MINIMUM 0'min DISTANCE BETWEEN SEPTIC TANK ANDI HOUSE SHALL BE MAINTAINED 4 A 10 m n DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED 0 5 AN 8•m IL n DISTANCE BETWEEN ALEACHING POOLS SHALL BE MAINTAINED 6 AN 8'— DSTANCE BETWEEN AL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED NOTES y'S TEST HOLE DATA 1. ELEVATIONS ARE REFERENCED TO N.A V D 1988 DATUM jr q° (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 27, 2015) EXISTING ELEVATIONS ARE SHOWN THUS-X=Z 2 MINIMUM SEPTIC TANK CAPACITY FOR A 4 BEDROOM HOUSE IS 1,000 GALLONS i1Y EL 14 a' a' 1 TANK,8' LONG, 4'-3"WIDE, 6'-7"DEEP Gk Tf BROWN LOAM OL 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 05' 2 POOLS; 6' DEEP, 8' dia / HOLE e f 2' GS 7 BROWN SILT ML PROPOSED FUTURE SOX EXPANSION POOL 01 R7 25 ®PROPOSE. 8' DIA X 6' DEEP LEACHING POOL 4 (a O BRAWN FINE TO COARSE SAND SW ®PROPOSED 1,000 GALLON SEPTIC TANK 4 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD n n EL 30 118• OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. A // \ HIGHEST EXPECTED GROUND WATER —— EL 1 2' 136-1'ABOVE HIGH WATER IN WEST LAKE �3' _ \ WATER IN / £ \ BROWN FINE TO COARSE SAND SW 17/ _17 __. m� DRAINAGE SYSTEM CALCULATIONS. / Y \�ryo 1 V Y•l," ...Qaw,..e....+„e,m.,.,,.,,..,e��..,...,,>,o..,, 51 F: 0� �� t^1�.6�'� .(.•.l i:.�����..LnJ DRIVEWAY AREA• X 0 q fl 2,000 sq ft X .2 =340 cu it. c, �. E7Yd"tY r�lw6lFt �i�."�;��i[ pL 340 cu t}./42.2=e vertical ft of B' dia leaching pool required y�JO �+ STT up!10v'm IFCOR ,j i♦ PROVIDE(2)8'dl. %4'high STORM DRAIN POOLS WITH OPEN GRATES d/4 £ OPGH y RO A 6,.+/ 1'I- 'V :J RO 4F100Esq.41t.O X 017f=697 eu ft. q F r�.�N:�3 FOR J'1YL' WV"L. ©'" 377 a6L 1,T � O y �r t":iL{T 697 ID ft /422= 6'6 vertical M R 8'din leaching pool required 4 / 4 FF 4 AA > / ,9�' �1'�v1.L 1-n � i11;�'„3ivi41.. L V S•• PROVIDE(3)8'dia X 6'high STORM of POOLS if e u r Ok0 2419; p P4 A o T // A�tid 3P MAY 1 0 H / F 4y 7 ,devised Plan Appri oired � V / < e o PpFfH P / 7 ,... i41,.,4".,,. .c. 1'i• •_ MAY 1 a col / �a�a y" � ry�` •,�i��'ti/=ir.1 E'''t`�.1 �'Z� _ .^_-'_"'""' q?ry T�T-.p�p3 g y �+. F {� t -ID T� �I I t1 r r i"AS.t�t'1,{,m yry T•y F �' �9'Se, l i i s�.t �:'t,.r' Fdm.u.�*.�^�de. I LOT / 41 PREPARED INA DA fiE�gy T�MIN1NUtA 3 f4 STANDATHERDS F ��TQQI �g�RV�1" A5'��q�`T(1 LISjjEE @y�� BOR SUC I USf.Y9Y `, NQVaY@RI�ST TITLE A OCIATIbb \/'1Y't U RECEIVED �u a1"1,e� AUG 14 2017 y �`.. SUFF.CO.HEALTH SERVICES oNe / y4 OFFICE OF WASTEWATER 1AGl'. RSd Y Llc No 50467 Owe UNAUTHORIZED ALTERATION TI ADDITION TO THIS SECTION 7209 FSTHEN NEW STATE jog EDUCATION LAWRVEY Nathan Taft Corwin III �hY' 'T zO" � f / '1D COPIES OF THIS SURVEY MAP NOT BEARING THE LAND L OR 411y, 2�c+vY SEDC rY FENOf / h EMBOSSED SEAL SHALL INT BENKED ECONS CONSIDERED Uef/Ck, OoN FO TO BE A VALID TRUE COPY Land Surveyor ATFR 1 a �v JUS CERTIFICATIONS INDICATED HEREON SHALL RUN A9jePfC, N 9 00,,�°�' 4$;e SNLY PR PARED,ANDTO THE ON FOR ON HIS B H°ALFTHE TO THE Successor To Stanley J Isaksen, Jr LS TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegna LS LENDING INSTITUTION LISTED HEREON, AND V4C4NT S LAY O J TOT THE ASSIGNON CATIONS TAHE RE ENDING NS ERABLE TTI-TTitle Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS pG' I ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 J Jamesport, New York 11947 Jamesport, New York 11947 1 EL.14.8' 0l BROWN LOAM OL 0.5' BROWN SILT ML 2.5' BROWN FINE TO COMPOST SAND SW EL.3.0'- — — — 11.8' m ,VATER WATER IN BROWN FINE T LAKE TO COARSE SAND 8 EL. 1.2' - — — — 13.6' SW 17' r TEST HOLE VACANT PORT-A-LAV TO REMAIN ON SITE FOR DURATION BY McDONALD GEOSCIENCE OF CONSTRUCTION OCTOBER 27, 2015 CONSTRUCTION DUMPSTER TO REMAIN ON SITE FOR DURATION OF CONSTRUCTION / LOW / IR ECTIO / FLOW DRIVEWAY AREA:2432 SQ.FT. DIRECTION @100%RUNOFF,27HR:407 CF INSTALL:10'dia.X 6'deeP DRYWELI FLOW I I DRYWALL CAPACITY:410.5 CU.Fl DIRECTION FLOW / IRECTION 4D F CTION 50 1 I I O 1 _ _ CONCIRETE ' °C i WASHOUT p 1 1� 18'X8'`11 �• I �DWi !2 �0 1 1 I SOIL LOCATION ,� I rC' ' ti 1 cy 1 cb 17 — — — — — — — — — i � 11 1 V 1\LlIIlV 1!V V!V ill L 1 VIS r DURATION OF CONSTRUCTION / OW / IRECTIO / FLOW DRIVEWAY AREA:2432 SQ. FT. DIRECTION @100%RUNOFF,2"/HR:407 CF / INSTALL:10'dia.X 6'deeP DRYWEL / I I DRYWALL CAPACITY:410.5 CU. F' f.% DIRECTION \ / ' I FLOW (RECTION SDR �° o� 10 ��.�g.5 ' ♦ ♦ 9Cc� 90! 1 � ♦ ; �A3, ' CONCRETE 0c 1 r WASHOUT 6 ,� ♦8'X8'\,1 1 %III I DW SOIL LOCATION I \ ♦ ��� �6 0��� 1 1 oC,PF Lo O Fti in O l�c/Y do 1 AO1�p ' • ` ?2 y 1 v — — — — — 6, BUILDING Y Go ENVELOPE W 18'X4'`11,, I \DW♦ I O; o .:::::: ::::::::::::::::::::::::::::::::::::::::::::::::.�:�? .::::::_ 25' CONSERVATION EASEMENT EL 15.0 5 35033'20" W Q 19 UTILITY POLE NYT#175 FIRE HYDRANT LITTLE P E C 0 N I C B A1 PUBLIC WATER IN STREET DWELLING DPUBLIC WEWATNG PUBLIC WATER -SITE PLAN SCALE: 1" = 20'-0' r DWELLING PUBLIC WATER G S Q TELCO BOX WATER VALVE CA TV CATCH BOX BASIN EL:14.8F�T�,P S ?' rQ '�ytic} ASO O0S , FLOW DIRECTION BELGIUM BLOCK c N f CURB LAMP POST E EL. 14.3 GR( i i � � I � M DRIVEWAY AREA:2432 SQ. FT. _@100%RUNOFF,27HR:407 CF \ �( INSTALL:10'dia.X 6'deeP DRYWELL \ hum DRYWALL CAPACITY:410.5 CU.FT. \ 1 l HAY BAY w/SILT FENCING I LIMITS OFCLEARING TO BE 251 NO MORE THAN R FROM ' PROPOSED WORK AS INDICATED ON SITE PLAN h� 9p, / ♦ PR, A \ / O?�.y 20� E I 1 NG 0 2�0 p 1' ,SEPTIC PER PUBLIC DWE WATER NATHAN TAFT ; 11/0 SEE APPROVED SITE PLAN BY OGc�' I SCHDS X111- 2s. S) O�cy h`' 20,0 cb STORM WATER M tK' — — — 1 , - - - - - 300, ROOF AREA 3632 2 SQ FT ,. ` I I B'XB, AT 100%WATER RUNOFF'607 CU.FT ` ! \DW/ PROVIDE(2)8'DIA X 8'DEEP DRYWELLS �0 14.3 GI i t i e \ \ M DRIVEWAY AREA:2432 SQ. FT. \ 00 O @100%RUNOFF,2"/HR:407 CF \ INSTALL:10'dia.X 6'deeP DRYWELL \ A 11 I(! DRYWALL CAPACITY:410.5 CU.FT. \ HAY BAY W/SILT FENCING LIMITS MORE THAN 21 NOFROM PROPODILATE ON SITE AS O INDICATED ON SITE PIAN y• 0 c 90 � � ♦ I� PR � •� o �••'' •\ - / DWELLING $ 126 019), O SEPTIC PER PUBLIC WATER / b NATHAN TAFT ASF w ��'LjSEE APPROVED �� / SITE PLAN BY s, 2 �� 2�s: r SCHDS 0.01 1,61 co �1 STORM WATER M • ROOF AREA,3632 2 SQ.FT. ` I 18'X8' - AT 100%WATER RUNOFF-607 CU FT. I \DW/ I I i W PROVIDE(2)8'DIA X 8'DEEP DRYWELLS l i I I I 1 DRYWELLS CAPACITY:676 CU.FT • - -•----........~d? ----------------- --�• ------ ------------- ........................... ......................... ------•------------- V I� 0 �! M Q EL.14.8 228.0' EDGE OF GRAVECROADWAY C B A Y L A N E ET OQ C o G C o VACANT DWELLING PUBLIC WATER PLAN ill = 20'-0' O® REVISIONS: . o sloo v S SITE DATA: SCTM # 1000-88-06-13.37 V) DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: Q 40,502 SQ.FT. -c— PROPERTY: 93 ACRES ESTIMATED AREA OF W 24000 SQ. FT. GROUND DISTURBANCE: Ei O � C/] PROPOSED HOUSE: 2473.2 SQ.FT. 6.1% 850 CU.YD. 50 CU.YD. O NORTH PORCH: 223.3 SQ.FT. 0.6% 2 CU.YD. 1 CU.YD. SOUTH PORCH: 256.4 SQ. FT. 0.6% 2 CU.YD. 1 CU.YD. SCREEENED PORCH: 211.8 SQ.FT. 0.5% 2 CU.YD. 1 CU.YD. STOOP: 27.0 SQ.FT. 0.1% POOL 800 SQ.FT. 2.0% 200 CU.YD. 50 CU.YD. PROPSED SEPTIC SYSTEM: 1200ga1 SYSTEM - 175 CU.YD. 25 CU.YD. HOUSE DRYWELLS: (2) 8'dia.X 8' 23 CU.YD. 10 CU.YD. DRIVEWAY DRYWELL: 10'dia.X 6' -- 9 CU.YD. 3 CU.YD. TOTAL: 3991.7 SQ. FT. 9.9% 1263 CU.YD. 141 CU.YD. U MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JANUARY 31,2017 Q O � p x w p :M WATER MANAGEMENT DETAILS EA:3632.2 SQ.FT. N.T.S. R RUNOFF:607 CU.FT. IA.X 6'DEEP DRYWELLS :APACITY:676 CU FT SINGLE BEAD HALF ROUND GUTTER o ��� `��� ISI II SII IIII IIS II III ___ STANDARD 5" N v ESTIMATED AREA UI- 24000 SQ.FT. GROUND DISTURBANCE: O\L 850 CU.YD. 50 CU.YD. PROPOSED HOUSE: 2473.2 SQ.FT. 6.1% O / NORTH PORCH: 223.3 SQ.FT. 0.6% 2 CU.YD. 1 CU.YD. ^� SOUTH PORCH: 256.4 SQ.FT. 0.6% 2 CU.YD. 1 CU.YD. SCREEENED PORCH: 211.8 SQ.FT. 0.5% 2 CU.YD. 1 CU.YD. STOOP: 27.0 SQ. FT. 0.1% POOL 800 SQ.FT. 2.0% 200 CU.YD. 50 CU.YD. 175 CU.YD. 25 CU.YD. PROPSED SEPTIC SYSTEM: 1200ga1 SYSTEM HOUSE DRYWELLS: (2)Vdia.X 8' 23 CU.YD. 10 CU.YD. DRIVEWAY DRYWELL: 10'dia.X 6' -- 9 CU.YD. 3 CU.YD. TOTAL: 3991.7 SQ.FT. 9.9% 1263 CU.YD. 141 MEETS&BOUNDS BY: NATHAN TAFT CORWIN 111 SURVEY DATE: JANUARY 31,2017 Q O C) w O WATER MANAGEMENT DETAILS 7FT. N.T.S. -CITY:676 cu.FT. SINGLE BEAD HALF ROUND GUTTER CD STANDARD 5" Cq Q o NOTES: Cf) Q) U 1).EXECUTION: L\ � A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES AVE BEEN PROPERLY PREPARED. p Lr) 2).PREPARATION: PL, U A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. d X O tC / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR c� y ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THEXROJECT CONDITIONS. �+ U. C). PAINT CONCEALED METAL SURFWES AND SURFACES IN CONTAC7'WITH DISSIMILAR (Z CU 00In y - - METALS WITH PROTECTIVE BACKING PAINT. 0 3.INSTALLA ON: 4 c 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.- V ---n Y�._ 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �+ U aU a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND _ G.ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT 0) CONNECTORS. j 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL N O W CONNECTION WATERTIGHT. 4 DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. f OO OO 0 W UU T N DRAINAGE INSPECTIONS ARE REQUIRED � U Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification_ that the drainage has been installed to Code. EROSION&SEDIMENT CONTROLS Shall include but not be limited to: "� ® A � � A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive soils. ; f DRAWN: MH/Ms SCALE: 1/4"=1'-0" JOB#: Off• August 22,2017 APPROVAL OF 5TORMWATER MANAGEMENT GENT SHEET NUMBER: COICTRO PLA -T w Code a Date: 2Z1 �i N S= 1 Approved b \� ! SURVEY OF D D J LOT 35 OCT 1 2 2017 MAP OF ANGEL SHORES FILE No. 9729 FILED AUGUST 23, 1995 BOLD-MG DFPT- ��,�4l SITUATE TOWN OF SOUTHOLD � � BAYVIEW �o -392' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06-13.37 SCALE 1"=40' JANUARY 31, 2017 MARCH 31, 2017 ADD DRAINAGE EASEMENT AUGUST 11, 2017 REVISED PROPOSED HOUSE SEPTEMBER 6, 2017 STAKE HOUSE FOUNDATION y SEPTEMBER 20, 2017 FOUNDATION LOCATION AREA = 40,502 sq. ft. 0.930 ac. O / � z NOTES v 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS. X-S \ NT qi ° yl 01 Lk ly i i i i r' 22 5 rn 19 4� 0 �743r P -- - -------- ------ - _ _ ` 23 9 9 1 TOP FLUE FoUNJOJP'jtON G, a'" • 9`�' - — - -- - - - / — ESE 25 / -- - --- - - ppNCR P ulli ' 3 / '4> y LOT 35 / o� � / G O i Mh �0�2 ti �~fid Q s Ff OZNF I ¢cRo2 yTo�.� & , 0�*3,5� Sroc / p �Oe�FNce ^0 1Oq� OOAC FO<VO L�A�QOti R7 OI9 N �F 7 09 0 SON O STANDARDSPREPAREDFORTACCORO A RRy��YIT�Ft 177E MABM3M D 2 IITS,. Q' �� BY THE L 1 A L gAyN� PUCH FOR SUCHRIIVEO W7J gTEUti xELly °y TITLE UC ASSO ATJQN�� 6R ,P\ is No 50467 IJ Q TO THIS Su RV ALTERATION TI ADDITION Nathan Taft�win TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor TO Stanley J Isaksen, Jr LS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Bax 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 35 MAP OF ANGEL SHORES FILE No. 9729 FILED AUGUST 23, 1995 r 0 SITUATE , BAYVIEW �o aV23 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06-13.37 SCALE 1"=40' JANUARY 31, 2017 MARCH 31, 2017 ADD DRAINAGE EASEMENT AUGUST 11, 2017 REVISED PROPOSED HOUSE SEPTEMBER 6, 2017 STAKE HOUSE FOUNDATION v SEPTEMBER 20, 2017 FOUNDATION LOCATION JANUARY 22-2018 ADD PROPOSED POOL in FEBRUARY 13, 2018 FINAL SURVEY AREA = 40,502 sq. ft. 04 0.930 ac. ' \ 2 / �A� H�R4\ JOv SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE CORNER QA CORNER[j] \ ��j0•pp+ SEPTIC TANK S5 COVER 21.5' 19.0' LEACHING POOL 0 32.5' 20.0' ��.� Box•v.I I ,�, A� COVER 1 - .r 1 LEACHING POOL 31.5' 1 �Fo� �� COVER 2 ro �Lrl 1 yi�o�°o 0,� f a i I Ic $fir 00 i i 1 ROOF PpOH • t �/ SpS A ryj v I a �•5 , e ti3`B`\ 38 3 o GP�GE 2 �0 � •��, ' / 0RY �• SZ _ w _ Oi LA J 23.3 J' S oX370 � aG P � h 1 io 8.8 0 12.5 S• Z� � iq�O � a ROOF y OH f 2A.1 o WOOD POR \ 155, 0 f� W � 3 / y LOT 35 X r7"7"IT:HEM T 11('e'^; -C�i iD lig F't:htCIV � 4 4e•:b;.l�?Gi �':?,7�SPtfe t'° �'S'f "'vrF:`,i is , F3 it •; I�.r�t.:Biu C IJr.f;{ �� Q IILCiwC .30'i:4;S:": %EIamotor; f° kC;lc?NZ1 :" .i:; f sr,F'" I t3vida0 0"' t+SIdC"lj{"L e6rtEI ,LI%alEd� 1F N k10F B��T 2�'�T plc 6'•3S 20 / A:) y ®idice of%yastWASter Mand Q/MW s w Ap 1 Q MOA; PREPARED IN ACCORDANCE WITH THE MINIMUM 9,00, 6 srANDARDs F9�iRLfTS AS ESTABLISHED T t' �y. BY THE esH I ._ D APN D ADOPTED SY 2py FOR TTfLE��SAl1ClAT10{y �yr OR TE LAND O J�— \fv 0 C1¢ N.Y.S. Lic. No. 50467 ba TO THIS SURVEY ALTERATION OR ADDITION Natha��--d �G�orwin III 3�I TO THIS SURVEY IS A VIOLATION OF i SEEDUCTION 72ON LA OF THE NEW YORK STATE W. 1p D DTCOPIES OF HE LAND THIS SORRY WKMAP NOT m SEAL OR Land Surveyor a EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Q CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. j '�• JUL 13 2018 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. a..1 IS PREPARED,AND ON HIS BEHALF TO THE dig TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys —Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES of THE LENDING INS I— PHONE (631)727-2090 Fax (631)727-1727 BUMDING DEM TLMON.CERTIFICATIONS ARE NOT TRANSFERABLE 5 �J�1/� THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS TO�4-5 0,, �j'�y�1�,•HOLD AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 / REVISIONS: DWELLING PUBLIC WATER APOR MED AS NOTED EL.14.8' 0' 4 R�7 DAT E: B.P. COMPLY VI!BROWN LOAM OL " � BY: NEW YORK , 0.5' r, ';FY BUIL:::,AG DEPARTMENT AT AS R EQU I R E ti' v 911. SAM TO 4 PM FOR THE BROWN SILT v r", -. 1NG INSPECTIONS: r ,I 0 iIr'.Dr,TIO�I ' TWO REOU:TnED ^ G _ IeiVLI IV'4 r 7na,�a� 2.5' �I-I rI"''rrt=_D CONCRETE S 2. ROUGH . FRAWNG & PLUMBING 15 A O 3. iNS)ULAT"I L 4. FINAL - iON MUST BROWN FINE TO ` ,��N 6E COMi'!• ' _; ?� *1 C.O. HE COMPOST SAND 'CE ALL CONST. SHALL MEET T 9 REQUREMEN.S OF THE CODES OF NEW SW0 Y Y Q )"av YORKI STATE. NOT RESPONSIBLE FOR Off+ TELCO �/ DESIGN OR CONSTRUCTION ERRORS. USE IS UN'LAWFUL P EL.3.0'_ BOX- - - 11.8' WATER �C I�ITHOUT ► HIGHEST EXPECTED GROUND WATER WATER IN BROWN FINE VALVE CERTI , 1'ABOVE HIGH WATER IN WEST LAKE TO COARSE SAND CATV CATCH OF OCCUPANCY EL.1.2' 13.6' SW BOX BASIN Q''�,lL!";AGE INSPECTIONS ARE REQUIRED - - - Cont:!:, TOS Engineering at 765-1560 be'=orc e-.-.,! cotr tu �ji ` 11 Prvide _ n ELECTRICAL has biIica � toco� lt�GPE C�'IO:a ��c�u. .. t� /� . TESTHbLE �i -S / EL.:14. so 8 ���(� 17' !/ �tio, S0 •p, SITE DATA: SCTM # 1000-88-06-13.37 VACANT (9 PORT-A-LAV TO REMAIN �/ BELGIUM BLOCK DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: TEST HOLE ON SITE FOR DURATION CURB O BY McDONALD GEOSCIENCE CONSTRUCTION DUMPSTER LAMP OF CONSTRUCTION PROPERTY: 40,502 SQ. FT. 0.93 ACRES Z Q OCTOBER 27, 2015 TO REMAIN ON SITE FOR POST ESTIMATED AREA OF pa DURATION OF CONSTRUCTION / �� EL. 14.3 GROUND DISTURBANCE: 24000 SQ.FT. W / \ PROPOSED HOUSE: 2473.2 SQ.FT. 6.1 % 850 CU.YD. 50 CU.YD. / / \ ,la;•; .: NORTH PORCH: 223.3 SQ. FT. 0.6% 2 CU.YD. 1 CU.YD. / DRIVEWAY AREA:2432 SQ.FT. \ Cb O SOUTH PORCH: 256.4 SQ. FT. 0.6% 2 CU.YD. 1 CU.YD. 51 @100%RUNOFF,2"/HR:407 C,F INSTALL: 10'dia.X 6'deeP DRYWELL \ 1?IIU SCREEENED PORCH: 211.8 SQ.FT. 0.5% 2 CU.YD. 1 CU.YD. / - I ® I DRYWALL CAPACITY:410.5 CU.FT. / \ STOOP: 27.0 SQ.FT. 0.1% / HAY BAY w/SILT FENCING LIMITS OF CLEARING TO BE 'J�• NO MORE THAN 20'FROM �Z PROPOSED WORK AS N / 0 / F N5°3 ,/ / O INDICATED ON SITE PLAN POOL 800 SQ.FT. 2.0% 200 CU.YD. 50 CU.YD. JOYCE&ROBERT ZEVITSDWE LING PUBLIC WATER V�g.5 / I � / _ \ 9�Ce, • 90 �. O / - \ I GAO' 1 I 1 O I I PROPSED SEPTIC SYSTEM: 1200gal SYSTEM 175 CU.YD. 25 CU.YD. :J _ _ CONCIRETE 1 / WASHOUT O O�Oy 201 HOUSE DRYWELLS: (2)8'dia.X 8' 23 CU.YD. 10 CU.YD. 0 / I 1 I DRIVEWAY DRYWELL: 10'dia.X 6' 9 CU.YD, 3 CU.YD. 1 18X6'1 DWELLING TOTAL: 3991.7 SQ.FT. 9.9% 1263 CU.YD. 141 CU.YD. 0_ 1 1 `DW/ ,` r ?6 OQy p SEPTIC PER PUBLIC WATER SOIL LOCATION 1 - {'�' / b NATHAN TAFT U 1 1 C.Q �,•, �, U SEE APPROVED CA yp ' SITE PLAN BY ; MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JANUARY 31,2017 / SCHDS t A z I��ir 0 0 o��y2C C, SLI lMe� ALL PLU?' MONG G WF,STE O �'I I NEED- . , 1NATER LINES N w O 1,. F CO�fERING 1 �l• I I I<STti+!G BEFOR, I STORM WATER MANAGEMENT ENT DETAILS - - - - - - - - - - - - - - - -�- �` - - - - - - - - _j N.T.S. ROOF AREA:3632.2 SO.FT. �1 / (� / F !!�� BUILDING l 18'X6' AT 100%WATER RUNOFF:607 CU.FT. N / 0 / DW Q� / PATRICK ZEVITS KELLY co ENV E LO P E - PROVIDE(2)B'DIA.x Is,DEEP DRYWELLS VACANT W / �''- ILU 1 I DRYWELLS CAPACITY:676 CU.FT. b SINGLE BEAD HALF ROUND GUTTER o O, 0 ....... ............................. -- -.`'�r(1�A' ........? ....... .................. ::::::::::::::::::::' (�J STANDARD 5" v E "1"" NOTES: m C � - - Ot- \/ Cl) n ° 1).EXECUTION: C, 2 5' CONSERVATION M A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. x [h EASEMENT p d' 2).PREPARATION: 1 R/ t w A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR w ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. G}, S EL 15.0 EL.14.8 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR V 'E METALS WITH PROTECTIVE BACKING PAINT. O CU 4 S 35033'20" W 228.0' 3.INSTALLATION; `" U A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I i .0 O UTILITY POLE1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2"FOR EVERY 40'OF RUN. «f +u NYT#175 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT'JOINTS. 19 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS ANDQJ L17 V ACCESSORIES. M EDGE OF GRAVEL ROADWAY rn FIRE 8).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT d+ CONNECTORS. 00 y HYDRANT L ITTLE P E C O N I C 6 A 'Y L ANE 3).CONNECT DOWNSPOUTS CONNECTION WATERTIGHT.STORM SEWER SYSTEM AS INDICATED.SEAL DRY WELLS TO BE 10' MIN. 4).PROTECTION: PUBLIC WATER IN STREETA. AWAY FROM HOUSE B),TOOUCH UP,REPAIR OR REP UNTILCE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 00 ° ° a ° ° DO NOT PROCEED WITH FRAI,IING UNTIL SURVEY w PLUMBER CERTIFICATION OF FOUNDATION LOCATION ON LEAD CONTENT BEFORE HAS BEEP)APPROVED. ,.., CERTIFICATE OF OCCUPANCY O DWELLING SOLDER USED IN WATER DWELLING VACANT PUBLIC WATER DWELLING PUBLIC WATER SUPPLY SYSTEM CANNOT PUBLIC WATER EXCEED 2/1d OF 1' LEAD. Bks. door Must provide ManualsU D, J and S as per and ductwork x NYS Energy Code testing required. 94 SITE PLANAn exterior lighting SCALE: 1" = 20'-0' �} Installed,replaced or repaired shall conformVN �':��° to Chapter 172 <N of the Town Code DRAWN: MH/MS SCALE: 1/4"=1'-0" ` X91 JOB#: 4` W q/ Fire separationt,�A ��,. 3q �® '� August 04,2017 required aS per T '4�. L'Cz3 SHEET NUMBER: `E Off : TMTYs Code S- 1 REVISIONS: SKIMMER (TYPICAL) I I �1 Q�� I I DEEP END I I SHALLOW END I 0 31-6 11 I W MAIN DRAIN I I � o RETURN Q (TYPICAL) I P4 Ll� I 8' DIA. X 2' DEEP OVERFLOW DRYWELL COPING AS SELECTED 0 BY OWNER FILTER AND PUMP 1 o Q a 0 o � _ wo COPING \ 8" MORTAR 6"TILE BAND [WATER] �'" =�_-` `';;� ;•;.. _.':a, rte, _ — — _ _ D ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN 12"LIFTS TO 3000 psi TO 95%DENSITY ASTM D-689. p COMPACTION TEST REQUIRED(FEES TO BE PAID BY CD OWNER)TESTING TO BE PERFORMED BY SOIL MARBLE DUST N MECHANICS DRILLING,516-221-2333.GENERAL ° N v CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. \ m m o rn L\ +s CONCRETE:4000psi \ L0 rn M STEEL:60ksi p #4 @10"OC \ X o SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN \ w Irl 2 . SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY.SOIL #4 @10' OC czLn v TO BE STOCKPILED OR RUFF GRADED(AS PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED 0 AWAY.SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED,10"ON CENTER FOR WALLS AND FLOOR, 5"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. SIDE SECT 1 O N rn THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX U m 12"TO 36" "" SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN RADIOUS CA `� .fl 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS NARIUS) ° N o W 3 THAN 8"ON THE WALLS AND FLOOR,INTERIOR FINISH OF POOL 4 TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. �\ ITI \ \\ GUNI E POO 0 m SCALE: 1/2" = 1 ' [� � N NOTES: SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND STEPS SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED U x AWAY. SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8►► STEEL REBAR TIED, 10" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION .r, BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE ��� ��;INscs,� � STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE FRONT SECTION 4v k", -�'P -A a a N DRAWN: MH/MS POOL (BOND BEAM) AND NO LESS THAN 8" ON ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS r 1 SCALE: 1/4"=V-0" 4t #: PER OWNER. ' wL233Q0 sf .; August 04,2017 SHEET NUMBER: S-2 REVISIONS: D T7 11 1111 1 11 11 1111 ll H lull -Jill III 1111111111 1111 1 1 1 1 IFT 11 11 1 Cl] O � W xz 0 x � o z � 00 Qw a O I a 0 0 III IIIIIH PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' olf o / \ - — - — - — - — - - - — - — - — - — — — — — — — cn M N U ONp tai c7 � ++ Q �' x o ) u � cf) � in 11 11 11 11 0 I W H o0 O N -i - ,. IEEE" \ V O EEHE]' ' t / I R%,\ V,,A Im Y,,A \ Mm- —- — - / N.SC,�, ,�-NDRAWN: MH/MS �% SCALE: 1/4"=1'-0" ', tfSR JOB#: PROPOSED WEST ELEVATION y/; , Tp August 04,2017 SHEET NUMBER: SCALE: 1/4" = 1' ' A r. 'P . REVISIONS: ar / . - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — I 0 ELI 1111 11111 1 11 1 Hill I H 11 11L Ucy) W O - - ' off 00 cn �<5 - - - - N ti (-� W � a - - - - W W a O lLt -tri / It 11 11 11 11 1 LLLI \ I PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' 0 N v m O v x U v� 0 V x o "1 V,4 � V 1 11 IN u7 U v N G v � W O I 0) H _ oo V - - - - N O Emil N . ± t 11f:x l- 1 kit ® r�i } } µ Allji C � - O A IF I Ail DRAWN: MH/MS � Y SCALE: 1/4"=1'-0" k. �„ JOB#: PROPOSED EAST ELEVATION �sA �� :� August 04,2017 t;z2 „� SHEET NWBER: SCALE: 1/4" = 1' A-2 REVISIONS: B 38'-0" 0" 6P-01/201 6'—01/29f 6'-1 it 69-191 6'-01h" 6f-0 1/2 101 ',------------,'--- --',------------; -1--;--------•-LizzLi-m--- ;-- --;------------,-- -- ,------------;==- , O l _L____-___.___1_ _ -t--- -------� _ F =Ei=====___ ___�__-__-_�_______�___�_ �_____--- 1 -- ---_-----_- -- -r-----------r -- -r-------- _-- - -T-----------1- -- 1-----------1- ---- , j4)2X8 ACQ GIRD5I5r , , (4)2X8 ACQ GIIRDEIT , , , , 14)2X8 ACQ GIRDED 1 + 12"dia.CONIC. PIER i C w/2'X2'XI'FTG. t A 1 Tmin.BELOW GRADE I i (TYPICAL) ' 96'-0" W ; t Wzc ' 25'-0" 23'-0" 3 2'-6" F 12'-6" _ 9'-0" 24'-0" 10 00 a� LL 4 „ O X d l 4X4 ACQ POST „ 17'—11/2 7 -101/2 .- N o I B"dia. PIER 10 -41/29' 3 -3 10,-41h„ vl x Ymin. BELOW GRADE N �I 1 __________________________________________� ., ® ---------------------------------------------r_ __________________________ D• �• v ' D• �• v « D• �• '• v ' D• v D O D D _ p e 4 0• a p e • o• a o. d p d . o. e . t N (DcD r----------------------------------------------------------------, D I I ” 1 , , ♦ p - -, Ln 1 a V I I I ro 1 °p \ I - - I I 1 I I � . . D I D , P' D° �•p ° v �• D° �•pod ; (2)2X10 ACQ FLUSH GIRDER �, Ln ' `. •D I O I I I I ' I I4° --------------- ------------------I 1 I I I - ------------------------------- __ ' D "I 2X10 ACQ - ---------CXW25--------- ----- I Q / D. �. . pp D. �• . p . 0,. �. Q . I I Q f D^ �. . 4v D^ �• -i 1 I I - o• d pad •_ o• d pad �_ •. "• d pad i p o• D d • o• 1 00 4 I 1 ' C I 1 ----------- I I I I I I I 4• I � I 4• ' I I a I I ' "i BASEMENT M , I O I I J N I � • 1 v x I I � . I 1 I rTO Lo 1 1 I W ,1 1 1 Q I1 ff f 61 8f6f-8ff8 -13/4ff 8 -11/2 8 -11hff 61 8ff 6f-8'p 6 -8ff 6 -73/4/f C-91/291 O Q 1 ' d• I 1 1 I I ' ' I I 4, I " t CD •' I (3)1-3/4X9-1/2 ML GIRDER __ i (3)1-3/4X9-1/2 ML G CER _ ' •' - -----------------r=== _ __ ---------- --------- ---------- ---- -- -- M a -, - •----__----, � I a ----�--- GARAGE CO 1 1 1 1 1 1 1 I I I I 1 1 1 t I I 1 , D 4X -1 ML GI DER X -1 D - 1!,3/4X9-1/2 1 1 t 1 4 1 3 9 4 1- 4 9 2 ML GI ER 4 1-3 4X9 2 ML IRDERD ( ) 3f / � , , ( ) , / / � , , (4) ML GIR ER FLOOR PITCH l":12' 1 1 1I I STEEL LL4ZbLl7Mfw/ ' ------------ --------------- E------_____ J--- ----------------- -------- - --- ~ � ` _ 3'-6"X3'-6"X1'-0"CONC.FTG. I I o . 1 --------------------- ---------------- ----------------------- 1 1 1 1 t 1 1 I 1 1 I 1 1 I I B i ' (4)#5 REBAR EACH WAY(TYP) 1 ----------t 1---------- � 1 1 1 1 1 1 1 o N a----'- 3 6"X5'001X1'- `---- ----- a ----, ---------• , ----- STEEL LALLY COLUMN w/ • ' i . r� CONC.FTG. '------ --- + 3'-6"X3'-6"Xl'-0"CONC.FTG. i L I , , - ------ C) (4)#5 REBAR w + (4)#5 REBAR EACH WAY(TYP) ' L0 I 1 x , T I(2)1.3/4X14 ML I I I Ln M I I I Ix I I v O - -' V' x 1 I r c 1 M I I - I I a° I ' I a° I I I I Ln ��, `-------------'--------- --------------------------------- ------I--- , •(2)1.3/4X14�L�N (V I ' - -------------------------- I " I C . av . D • •p • . D ' .v ` . a .v • ' ` I ... y I , p v ' .o '_ . .� v 4 p ' .v va a v va v va P ' ` ° � .e o --. a0 .a o .G -.- D ---- + o' a0 .a . 00 4 `- --------------------'------------- ------------------- ---, aV I I I I ---- -------------------- O I . I r------� I • I 1 D I I I I i L O ----- - ----- ------- ---------- ---------- I --------- ----------- ---- - - --- -- ----- ----- - -------- I " 1 I I 4 . • I � 1 a° I I I M I p p p D 1 a I I 1 .'. • •. D 4 D •� • . V C 7 •� • �. D' d P •�' • . V C D •� • . V G D •p • . •. IF o Q D •'� • I 1 I I I .0 .a •Dv• , I I I j I I -' ----- v4 ve •v . v C P d pa 1 , " , `- ----------------------------------------------------------------------- I 2X10 ACQ 12"dia.CONC.PIER O O w/2'X2'Xt'FTG. 1 I I I @16"OC 3'min.BELOW GRADE in co F----- (TYPICAL) ----- ----- -----+ (4)2X8 ACQ GIRDER ' '(4)2X8 ACQ GIRDER ' ' (4)2X8 ACQ GIRDER ' ' (4)2X8 ACQ GIRDER {---------------------------F =__ -F==========i===b= �______ _ 1 1 1 1 I I L-1-1 1 1 I 6'-9" 6'-9" 11'-3$9 2'-6" le 22'-6" 38'-0" 9'-0" 24'-0" 0. CD 10 N � 969-off m o FLOOR SYSTEM O LO (SEE FOUNDATION PLAN) FLOOR JOISTS rn 5/8"dia.ANCHOR BOLT C B w/3X3 SQ.WASHER,NUT ^�j z Ln v x @48"OC IIIIIIIII!IIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 SLOPED GRADE P D S (AWAY FROM BLDG.) 4 ° 2X6 ACQ SILL PLATE(S) CAM j I j j j ° 4 TERMITE SHIELD FOUNDATION PE PROJECT NORTH Lo v =I ( I I o SILL SEAL SCALE: 1/4" = 1' Tt D D GIRDER ap ° N N W 00 \---4-3/8"X2" o LAG SCREWS V I I STEEL ASPHALTUM DAMPROOFING �° D 9'-0" COLUMN I 1 MEMBRANE TO GRADE Q °D 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT V-0". 6. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE ° 4 3/4"dia.A325 8"X B"X 1/z"STEffL EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. u V BOLTS BASE PLATE RESIDENTIAL CODE WITH A BITUMINOUS COATING. O STEEL COLUMN 10"POURED CONCRETE °D 2. GARAGE WALLS TO BE 8"THICK w/16"XS'CONC.FTG.,(2)#5 REBAR. 7. PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/1 1'-0"OF CORNERS, FOUNDATION WALL I I I ° d INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A 3500psi p MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO o� BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. N 1/2"PREMOLDED FILLER /a^ 3. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. 8. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING r4T" PERIMETER OF SLAB STEEL COLUMN WX 12'X I"STEEFL 2" FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST AT 8'-0 O.C. (MAX.)AND MIDSPAN.BASE PLATEON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). '/a"LEVELING 3/4"NON-SHRINW,PLATE GROUT(min.) 62�« 4. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 9. PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL C�CONCRETE SLAB L d INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS ° 1 4 ° - d ° . d ° , 4" 4"THICK CONCRETE$LAB PLAN WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I ,Yy ° ' O' D D 1'-u^BOLT REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE JOISTS OR STEEL JOISTS).Th FLAK JACKET TO BE USED IN PLACE OF STANDARD PERIMETER DRAIN 4 4 O'O.OQ G10• PIPE(TYP.) "A '� =4"COARSE SAND__j 12 a Q o �• e e p d D o Q ° 0 EXTENSION AN4CHOR AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE D OR GRAVEL I I ` p° BOLTS THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 6 mil POLY ° © ' D e ELEVATION SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO —#5 REBAR, 60ksi VAPOR BARRIER A d p D o D MORE THAN 16 FEET. -y , 24" l 17 4 o a 5. GARAGE SLAB TO BE 4"THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC D l3) OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) f+rata BASE PLATE DETAILS FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. /J ��.`INS e�+� n _ �� #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC, INTO SLAB AND DOOR •7G !� >.* j 3 — 1 -0 APRON. SOIL CONDITIONS ASSUME SAND AND GRAVEL �y �•c i"`j, .I ac',� DRAWN: MH/MS SCALE: 1/4"=1'-0" BACKFILL WITH CLEAN FILL. CONCRETE EE PLANS) t 1r "tf JOB#: WALL DETAIL DETAIL � C33August SHEET NUMBER:FOUNDATION CO _ 14 SCALE: 1/2" _ V-011 SC,4LE: 3/4�� _ 1 �_0 A-3 REVISIONS: ' C B A 96'-0" 25'-0" 23'-0" 2'-6$" 12'-6" 9'-0" 24' 0" 8'-31/4" 80-101/4" 7'-101/2" 7'-11" 11'-1" 4'-0" 5'-0" 7'-6" 2'-2" 6'-10" 12'-0" 12'-0" 10 ------------ ----------- 22'-61/2" 15' 51/2" 14XI4 FG COLUMN ----------- --------- w/6X6 ACQ POST --------- -------- (3)1-3/4X -1/2 ML =14;j-3/4X11-7/8 L GIRDER_-7_ _ ' ' 411-3/4X]1-7'8 ML GIRDER ■ ■ + - --- - ------ - ---�- ------------ (3)2X8 ---- -----2X8 DF# - - (3L2X DF#2 - L -�3)2 8 DF#2 - - - - Cel 1 i Imo' li ;I I; I zc gu' N■I I'N N■I G N I N J J 1 LL I I LL Ct z*LLz N LL ' ILL COVERED P RCH �I' 00 0 ■ N■; ;■N N■; : � ^I; SCREE ED PORCH Ix x I IPE DECKING "' v i M yl; ^? J IPE DECKING iw m d see' I ^ `- n Cn I I v 11 I �^I �I I■ �I II II 11 1 ry l I I I I I 11 I I ■ ■ 3-TW3456 :) I i FWG608OR ■; i' ILL_ 3'-0" -- - ------------ -------------, 1-3/4X14 ML HDR i (3� lj3/4X9-1/2 ML HDR r,J 19 co (2)1-3/4X14 ML w/ /4"STEEL FLUSH BEAM, ' 3)2X10 HD a --- - ----- - •----------------------- d'p I i I 0 N = i i i i i i /O N TW26410.2 i i (D i _ 0 O i i i i i i y�P R , 1 ,L a iC) - I W 1 ---� i Ono ----- ---- ll'-4 --- ---+ 11'-4 1/4"PLATE HT. I I I I 1 1 TW3456 (MATCH PLATE OF 2ND. FL.) 2-TW3456 31-0. ' _ ~ 1 I I I I 1 I I I , I 00 11 11 11 ( )2X (3)2X10 DF#2 HDR 9 6 i i i i 1 3)2X10 HDR ' rnv x O I I I I - 0,61 ' q I I I I I I ^^ (v w I I I I I 1 I I , I N I GAS N i i Ll. / DINING ROIbM ; N 13 LL D I I I I KITCHEN HALF ------------------------ II II II - 5'-11/2" 5'-41/2" 1 1 1 1 1 1 BA14"TJ1560 WOOD-1 FJ 016"OC TH 1 1 1 1 1 1 I ' I I I • N77 I I I I I I I ' 1 -_ - - M ER BATH � � - 1 (D ------ '0-) rn �Lu C DRAL CEILING - 2 i i i i i i i i �� ; 5'-1 1/2" SELF-CLOSING HINGESDOOR i ' c`nla - - -I i i i ' O ° &STEEL JAMB,6/8h. 0 LuLn I I I I I 1 I I , W ~ 415-1112" ' " x o 1 I I I 1 1 I I 9 -op) 0 "' I 6'-41/4" 15'-101/4" 8'-23/4" 6'-41/4' '-51/2" 3 CAR GARAGE 00 11'-2"CEILING ' X N Z (3)2X10 HD�t i OPEN RAILING (2)1-3/4X14 ML w/34'5tEEL FLUSH BEAM i i (2)1-3/4X14 ML w/3/8"STEEL (3)2X10 HDR MUDR M 5/8"TYPE-X FIRE RATED SHEETROCK M ON WALLS AND CEILING ; - - ---------- - - - i WET BAR _ n-- -s- 0o =4i%2 3 -31%4 I I I P N N I 1 B MASTER BEDROOM N I C co B 1 1 1 1 1 1 1 - 0 CATHEDRAL CEILING '� i i i i i 1 I I B 1 , 1 "- ----------------- - - ---- - 0 1 cl 0 , I 00 B 00 ENTRY .I N ; -I 1 - - - $ - - - - - - - - - - - - - --r - - - - - - �- - 'cW I WALK-IN I OPEN ' 1'-8" O I I I o E ; (2)1-3/4X14 ML FLUSH BEAM ' (' -7' TO , 'v I I 1 I Lu C01 ' CLOSET RN I --------- '^ I - O 1 I S I I 1 I ' 8'-0" 13'-7" N \ 6'-0�/4' ------ ABOVE 15'-103/4" "' PANTRY irr , _ --------- LAUNDRY o I (3)2X8 DF#2 HDR (3)2X10 DF#2 HDR , 1 j , , (3) 10 HDR ROOM ' ' I I 1 ' 1 n4X , 11'-4 1/4"PLATE HT. 2-TW3456 WALK-IN ' �10 Lr N 0 1 , TW2846 „ „ , I I 1 I v (MATCH PLATE OF 2ND.FL.) p i I a , 5'-1 /4 6'-03 , p 1 1 I I I CLOSET 1 I I I ^ 1 , t7 (3)2X10 [�R (3)2 D (3)1- I (3)2X10 HDR 1 •---------------- -a----- ' _ji TW2846 TEMPERED TW2846 TW2846 " ' i (3)1-3/4X9-1/2 ML HDR i '001 I TW2846 ; ------------- - --------- 1 nlI I -------------- -----------------4 Inn 1 1 ^I I I I III^I 1 2-TW3456 .,., �zt I COVERED PORCH I ,,x �} I , I I IIV�. M N BLUESTONE IM , d+ O n � • ' `✓} I ___ 4_)_t-_3/4X11-7/8 M__L_G1RD_E_R.......... I I (4)1-3/4X11-7 8 ML GIRDER _ (4) 1-3/4X11-7/8 ML GIRD 'ly ' o IT--� -- ------------------- 7--TI- ------ ----------------- -------m �O .O '. rL,1 t - - -- - -- -- ----�_ + . . . . w - -- ----------------------------------- u -- -------- ----------------- -------- --- ----------- ----------- --- --•------ ----------------- -------- P; } w g 14X14 FG OLUMN v 6 Ln a -------------- --------------- w/6XQPOST °� 00 � 38' 0" q. 4 P --------------------------------- Lnu m � '- 9'-71/2" 7'-101/2" 4'-8" 6'-0" 8'-4" 8'-4" 6'-0" 4'-8" 4'-6" 4'-6" 12'-0" 12'-0" "o5 0" � � w3 22'-6" 38'-0" 9'-0" 24'-0/1 10, 931-61" Ar w C B < A u u 0 3" 16" 16" 5 N PROPOSED 1ST. FLOOR PLAN EW PROJECT NORTH 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 1} SCALE. 1/4" 1' MANUFACTURE'S S INSTRUCT ONS. N RING SHANK OR SCREW SHANK AILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. O O 11, ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, \ (� 250#CAPACITY. C/1 3. PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. xy STEEL PLATE 12. WALLS: LLAT 2T0 , LOORER30.EXTERIOR OPENINGS MAX.USS OTHERWISE NOTED:CEILING/RO.OF:R49,EXT. NAME: TOTAL.: 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16' O.C. I� O 1ST.FLOOR: 1724.8 SQ..FT. 5. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHRO1 SHEETROOMS TO BE INSTALLED WITH CK.USE DUR CK CEMENT BOARD AT HOWER MOISTURE-RESISTANT BATH TILE 2ND.FLOOR: 1109.5 SQ..FT. 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER / 3/S" CARRIAGE BOLTS @16 ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. AREAS. STAGGERED TOP & BOTTOM GARAGE: 709.9 SQ. FT. 7, PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. �G� IN S�,S, j+ UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK � ��` "-�.. `1+L> STORAGE: 802.9 SQ. FT,@ ENDS (TYP.) STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. ' -$,a iy 4 SIDE FOR MICROLAM HEADERS. r 41 fti.•;. SCREENED PORCH: 256.1 SQ. FT. ;: M DRAWN: MH/MS 16. INSTALL 12X12/14X]4 NICHES AT ALL NEW SHOWERS UNLESS "• f y ■, S. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc./i. �C r° P4� �' SCALE: 1/4"=1'-0" NORTH PORCH: 228.0 SQ. FT. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. JOB#: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. Q�' August 04,2017 SINGLE FLITCH PLATE DETAIL SOUTH PORCH: 256.1 SQ. FT. PER CODE. 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. d "'�A (�," 23'�q "4 a SHEET NUMBER: SOUTH STOOP: 27.0 SQ.IFT. 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O�-.F._NS,� APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING NTSHARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. A-4 REVISIONS: B A 71'-11/2" '-51/2" 33'-4" '-51/2" 8'-101/2 2'-6" 19' 0" 2'-6" 4'-51/2" v 12'-21/2" 12'-21/2" 4'-51/2" 5'-3" 8'-6" 5-3" 01 2-TW3046 2-TW3046 2-TW3046 2-TW3046 8'-0"PLT HT. 2-TW3046 C2X6 PLT. 2X6 PLT. 113/4"PLT HT. 11 3/4"PLT HT. (3)2X8 DF#2 (3)2X8 DF#2 (3)2M DF#2 (3)2X8 DF#2 i (3)2X8 DF#2 ' Z1 10'-91/2" 10'-3" 10'-91/'2" 110 '01 i SLOPED C1+ ' i 1 CEILING i 1 tC) Lf) -------------------- -- ------------------ o o � I w 4'401/2"PLT HT, 1 00 -' V-0- _J. I rI PLT HT. \ BEDROOM No. 2 BEDROOM No. 3 BEDROOM No,N 4 O 0 1 _tll EATTIC / STORAGE Ct Q I Q 9'-0"CEILING HEIGHT Lo 1 �- 1 6' _01p 0" " 1 I 5'0" T-6"PLT HT. xI IX 1 , " ► 0 1 ------ ------- --- --- a o co -�-- 11'-10" M� .M N i SOLID-CORE DBL.ML 2'-6" 2'-6" 2'- 2'-6° DOOR w/ _ G V WEATHERSTRIPPINGCE &DOOR SWEEP AXW31 O N O a � Z M M p Z O ff ff f ff f fr y� O N 5'-1 4 17'-63/4 00 89-2p' 5 0 9 Z CUPOLA x ' o zz a ¢ 'd z N r "N O 1 (1)14"ML (3)1-3/4X14 ML FLUSH BEAM I CN 00 (2)2X8 HDR d ` x CN ^ AXW31 . � . � . � . � . 2'6" DBL.ML T(f BATH 1 4'-0" 1 1 1 1 c --------------------------- NO. 2 o SLOPED I I N " CEI ING -- ( V 5'_0" T-6"PLT HT. 1 1 t 1 • - 2 ODF#2 T______-___T-____ 2X10 DF#2 O� ' � 00 . 1-----, , SLOPED ' L . �_ . _ . (2)2X10 DF#2 OPEN I a " ' y CEI�,ING Cv7 O _ x (2)2X10 D #2 - - � LOFT 8'-6"PLT HT. 2'-0° --------- CN BELOW 7r�lLL LC ' ' ' / I - , , @16"OC I 3'40 1/2"PLT HT. 1 1 ^� 1 1 t 7f 4 Q" 1 1 ' 3r fr 6'-91/2" I 4'-U'PLT HT. t \ 1 10'-21/4" PLT HT. " "N - --------------------------- ---- to - -----__ -__ BATH No. 3 1 @16'OC 1------------- ---- t 10 I 1 1 2X10 4'-61/4' 6'-63/4" WALL (3)2X8 DF#2 " (3) X8 DF#2 (3 2X8 DF#2 t I 00 11374'PLT HT. 11 3/4"PLT HT.rl------ 1 3/4"PLT HT. ' 83 2 AW61 00 1 W.3u4b04 8'-31/2 C WALK-1N CLOSET PLT HT" ' ° ' PLT HT. I� Id t I I O (3)2X8 DF#2 I (3)2X8 F#2 ------------ N N - -- -------------- -- 2X6 PLT. 1 rj 4ILL Iml � O 2X6 PLT 2-TW3042 I u u I 2X6 PLT, pmt 2-TW 3042 0 ,n rn r " r fr 5-29p n r n " " f rf Cj � � Fv-I 6'-291 6 -2 5 -2 5 -2 69-219 6 -2 3p-0 3'-0 3v-O$$ 3 -0 �; m ,v L 1'- 00 71/ ' 12'-4" 10'-4" 12'-4" 1'-71/ ' 8'-101/2" 2'-111/2" 6'-0" 6'-61/2'0 6'-0" 2'-6" lid 70 71'-11/2" ILn U m It 1al N r : v 0Ill 3 BA S E PROJECT NORTH PROPOSED 2ND. FLOOR PLAN- N SCALE. 1/4 = 1 U O U) d 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH �► RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. N MANUFACTURE'S INSTRUCTIONS. 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 250#CAPACITY. NAME: TOTAL: 3. PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 12. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R49,EXT. U 1ST. FLOOR: 1724.8 SQ.FT. 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 2ND.FLOOR: 1109.5 SQ.FT, 5. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT GARAGE: 709.9 SQ. FT. 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MID5PAN. AREAS. STORAGE: 802.9 SQ.FT. 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SCREENED PORCH: 256.1 SQ.FT. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING,PROVIDE 3 JACK STUDS ON EACH 15. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUN SIDE FOR MICROLAM HEADERS. KZI NORTH PORCH: 228.0 SQ.FT. l(�s 16. INSTALL 12XI2/14X14 NICHES AT ALL NEW SHOWERS UNLESS 4 C5(OUTH PORCH: 256.1 SQ.FT. 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDP Il(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, INSTALL SHOWER BENCHES AS SHOWN ON PLAN ORAS NOTED,+$ DRAWN: MH/MS SOUTH STOOP: 27.0 SQ.FT. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.PER CODE. 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. , fe " 11 SCALE: 1/4"=1'-0 ' JOB#: 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE .Sjti tib7d, August 04,2017 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING �� ql, 3� ` SHEET NUMBER: 23 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. � �+ 3 .4o�s sA- REVISIONS: l B ------ -------------------------------------- ----------------------------------------------------------------- ' ----- -------------------------------------- ' I I I I I 12 4 I ' LL I ; ; ROOF POCKET I ROOF POCKETI OF POCKETI i ; A 1 1112 I 1 I ���� 121 I111112 11111 1/4 1/4' 1/4 i 1 J r r► '')I _ 111111 ��iiL1 illllllil111111 �1------------- ------------- ------------------ �111111111111�11�1��111111�____ _Li Cr------------------------------ - - ' -----------, r------------------------------, r-------------------------------, , --- ' ' ' I t I I I I I ; ; I I I z � � I . 1 IIW J I I 1 1 I I I I I I I I I I I 1 I W � I V I I I I V1 W 12 r------------- r-------- y i i i i i 12 i i i i i < Q p I I I I I i I I W W I , I 2X1 I I I I 1 1 I L ; 2X12 12 i H I �-- ¢ ry I I .Q PLATE ,I I I I I I r_-- -, PLATE I V I V , I 10 I O O I ' I I I I I I II i t I I I I I 1 I I I I d ceI ------------------------------ ---' •- •- ' �--- -� I --------------- I I i l ' II 1 1 I I I I = I i I X X I I ______________� i 12 11 II II II II I ;____-_________________________ _--_� N N �----- --- ------ ____ _„ I , I I 1 1 11 I , , v 10 �_ ___J I I 11 I I I I , 1 I I I I I 11 I r----------------, I I I I I 11 I I I I I I I I I ' I I I I I I I II I I I I I I I I I I I I 14n 1v'11 I I I 11 I I I I I I I I I I I I I I �________________� �______ �__________ -----"------------------------------- ------ -'--------------------'' , L 8 RR 2X8 HIP I I 1 11 I I I I I I �� I ' 1 I CUPOL -- ---------1-3/4X,14 ML RIDGE ' 1-3/4X14 ML RIDGEsa i 1-3/4X14 ML RIDGE i 1-3/4X14 ML RIDGE r- ' " 1-3/4X14 ML RIDGE 12 12 I , I , I , --- --- ------------- --� ' 10 ? I I ?+O I I I I I I I I ` 1 ° ' ��''W� I I �P` r-----'tQ--- I I B �- ----------- -------------- I -----, L ' 2X12 LAYOVER PLATE } i---- I '� I 1` JP T J B I !O 'L `�L ---- r-----------------------� I I I ----- I C� ^ NI .<` Q '9 ! ' --- ' I I I I I I I I Q I I 2 V V '9 I I I i , I , I-`��' 1 , • z , �,-}-• I I ,p. I 1 p !( Z Z i)141 0- LI 'VI� 1 I � I __ _________________________ _ .}� �- _I J�/ ___-____--- __________________12 i 1 I , F- �' ' I 9 _ __ I I��W wlQI W I ♦ , I I � , 1 I I IU VI 112 H N I I I I I 1 I Z z W Lu ALLi.I r-/ 1 , y- U. I '`i0 _ ` 1 1 1 1 ' I No < � CO CID I __ --------- I O N O 1 1 I ' 1 O W W O rLLJ _____________, WNI v I I ; Lu Lu I I 1 I ----- I I I 1 it II II `� ~ r J �___________� ___________ I 1 ______________________________________________________________ ____ `_ f� Z I r__� r___ I I I � J J W 4 / W �I W 11 11 I I I , X rL___ -------- 2XIO RR 01 ' I I „ I �_ �y V �111 �� 0 /2X10 RR na " 1 I 1 j I I 1 v ' O-------- 12 ' I I _ t 1 I --- --- 1 I I iIr X X Ali I I I I I , LY I I I ' I ; , 12 M ; N N i M 12 I I I I I I I I �V I I ' ' 1 10 I I�, .M... M 10 _ � -;1 ' X I I I I I 1 I ul M ` .___ ___ -----------__ _____--___- __ _----------- ------ ______-___ I - - I ' ----------- _______m___ __________ ____ -________-------------- 2X' -__________-_ 1 I I I C I 12 I I 12 1 I I I I I I 10 i , i ' " 10 I 1 I I I I I 12 I I 1 1 I I Q �________________ ----------------- ______________________ __________________-_--_-_--- ------------------ N v 1 A o leal wmx g � 0 v 2X10 RR I, B 4 % U \ 5 � vein \ ,I-4° E ROOF PLAN 00 � WPROJECT NORTH i. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. \ N SCALE: 1/4" = V 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. \ 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS W (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1"-I PER CODE. u U 0 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. QI 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. N 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ Ni 1/2 RND. GUTTER 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. \. N 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES, INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ` FASCIA 1X8 i� 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING x' \ FRIEZE BD. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ` 1X4 & 1X8 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS VENT � COMPLETE. 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. SOFFIT USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT ra�,,.�.-'Mrs•,� LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT IN SRte * CUTTING INTO SHINGLE SURFACE. �q�,� �.�f. cy�✓ . 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ;E,11 ��, A AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA DRAWN: MH/MS ^ ti Jti'r RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �. �� SCALE: 1/4"=1'-0" CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO JOB#: CONCEAL VENT. - S ` SOFFIT DETAIL w 0�; August 04,2017 v.�T �rC2339 SHEET NUMBER: - 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ��C� N����'`� SCALE: 1-1/2" = 1'-0" A-6 REVISIONS: 12 10 , . - - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- 4 4 2 - - --------- --- - I oo 0 0 1 / ® :12• ®1 ® ® �2" �� O o `♦♦ %♦(Q2)9-1/2 ML O O __ ___ (2)9-1/2 MMs L `. 12 `. FASTENER TYPE: SPACING: I /I /I /I 10 ♦` ,` `♦` No.B WOODSCAEW BASED ANCHOR WITH 16"OC Il ( , I / I I� �� ' 1 ( I V ' 'I '' ♦ `` `` 21,.EMBEDMENT LENGTH lrI r Ir ` Y 1 O `♦` `♦ `♦ r No.10 WOOD-SCREWS In) V BASED ANCHOR WITH I6"OC I iTT , `` `♦ 21n.EMBEDMENT LENGTH , I �'� n I ti m , STO RAGE ♦♦♦, ♦♦, o Z 1141,.aa.IAGSCREW BASED ANCHOR WITH I6'OC 21n.EMBEDMENT LENGTH I ( — I I I ' ``♦ ♦•`1 O 1 ' ( 3/4'APA PLYWOOD ♦ ♦ w r 1 I 1 1 1 I I SHEATHING O `♦ `♦ V APA RA3TD SHEATHING 1 , 1 4 � I I , ♦ r 1 GRADE PLYWOOD 1 I / (ALTERNATIVIVE:7/16"O.S.B.) I 1 1,1 ♦♦ I ` U 2��W 1/2"APA RATED SHEATHING / '' ♦♦ W GRADE PLYWOOD ' I I C1 I (ALTERNATMVE:7/16"0 S B.) `V F•+M ® I 3/4"SUBFLOOR .y I � I FASTENER TYPE: SPACING: lI � lI I 2%9 DF 2 No WOOD-SCRE ( l\ + ® STUDS BASE RW 'I I 14"711560 WOOD-1 FJ 16"OC 2nEMBEDMENT LENGTH (2)1-3/4X14 WIN]OW SILL A U 1 TYPICAL WINDOW OPENING BBA E10 DDIAVNO°�CR� IrOc ( 1 ML r--+ PANEL SPAN EQUAL OR SMALLER nn.EMBEDMENT LENGTH � U'i�llli I I �THAN 4 FEET / f II I I ( y I S 1141,.BEDMENT LEN I 1 BASED ANCHOR WTH 16'OC 2n.EMBEDMENT LENGTH — — TYPICAL DOOR OPENING , PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FAS ENER TYPE: SPACING: O ` 2-2%4 DFf2 STUDS CONNECTED Na.R WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEELBASED ANCHOR WITH B•oc I ♦` r^ OR GALVINIZED BOLTS W/WASHERS ` vl THAN 6 FEET AND NUTS 2'-0"O.G 21o.EMBEDMENT LENGTH GARAGE O , Zn No.10 WOOD-SCREWS f 5/8"TYPE-X FIRE RATED SHEETROCK ` TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OL 21,EMBEDMENT LENGTH ON WALLS AND CEILING 17 PANEL SPAN GREATER THAN 6 FEET 1aa.IAGSCREW r AND EQUAL OR SMALLER BA SED DANCFgRWCTH t6^oc 1J THAN 8 FEET 2iD EMBEDMENT LENGTH e WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ,-' AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) a WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116-- AND /16"AND MAXIMUM PANEL SPAN OF B 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. Hill 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. IF e. a e. a a. I A e. a A e. I e. 4"CONC.SLAB,REINFORCED W/6X6 10/10 WELDED WIRE FABRIC p 8"PC WALL OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO �• OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" D DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. ' 16"X8"CONIC. FTG. (2)#5 REBAR SECTION A-A SCALE: 1/4" = 1' PRESCRIPTIVE DESIGN PER R402, 2015 IECC: ^ O FLOOR SPACE R30 CEILING 49 1 1-3/4X14 R-VALUE R-VALUE: ML RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *EXCEPTION FLOORS: FENESTRATION 2X12 VALLEY PLATE IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 TOO SMALL SPLICE RRs 12 1 GLAZED 12 16'OG THRU-BOLT 2X70DF SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR 4 2X10 QE#2 RR@ (TYPICAL) #2 RR@76"OC +/ SHCR: FRAMED WALL SKYLIGHT - -- R-VALUE: R20 U-FACTOR: 0.55 2X10 DF#2 C1 @16"OC 2X10 DF#2 CJ @16"OC BASEMENT WALL (3)1-3/4X14 (CONDITIONED SPACE) 15/19 MLBEAM R-VALUE: 0 LOFT BEDROOM No. 3 N E � m � o O o X v 0) 12 12 p.,v 10 0 00 3'h RAILING 4 D T� x O �O LEAD COATED R BLKG. [., 4 (dl1 OVER EPDM,FLASHED .� ,C, V 3/4"T&G EXT.GRADE SHTG. (TYP) O 00 -110 2X8 @16"OC.PITCH 1/4"FROM HOUSE 2X6 PLATE 0 4 BLKG. 3/4"SUBFLOOR ------ 00 . 2X8 DF#2 CJ @16"OC cV ----------- -14'TJ1560 WOOD-1 FJ @16"OC 14"T31560 WOOD-1 FJ @16"OC Ln U% c� - — '-'-"'-'- (4)1-3/4X11-7/8 __________� (2)1-3/4X14 ML 00 w W/3/8"STEEL ML GIRDER (4)1-3/4X11-7/8 ------------I 1 1 8 1 1/4 1 112 1 1/4 3 1 1/4 1 1/4 1 1/2 1 1/4 3 N � O W ML GIRDER I I I LAV. W.(. uv. LAv. we ' 1 1 y I I SH ER SH ER LIVING ROOMFG 1 I 1 /40 30 2 11/4 11/4 341 14 0j I I COLUMN COLUMN 1 1 C.O. C.O. 2 W II W I CJ I I 6X6 ACQ 6X6 ACQ 1 1 POST POST 1 I 11/4 11/4 (n 1 1 11/2 11/41- 11/4 11/4 11/4 11/4 11/2 11/4 1 1 1 I weLAV. LAV. SINK SINK W.C. LAV. I3" h? 3/4"SUBFLOOR I W.M. D.W. -— I I 5/4"DECKING 5/4"DECKING I I B H SH ER 2X10 ACQ @16"OCF. 14"T11560 WOOD-1 FJ @16"OC 2X10 ACQ @16"OC a.4 3 2 11/2 11/211 9 11/4 2� (4)2X8 ACQ P (4)1-3/4X9-1/2 2X6 ACQ SILL PLATE (4)2X8 ACQ C.o. 2 11/4 1 1/a c'o'I s z C.O. C TERMITE SHIELD °ti GIRDER ria ML GIRDER 12"diaP.lE CONC. s O 12"dia.CONIC. GIRDER °p� SILL SEAL � 3 u 1 PIER 1� 40 b. .Q d 2'X2'X1'FTG e;, 4. 10"PC WALL 2'X2'Xi'FTG p �p DAMPPROOF SLOPE"1/4"PER FOOT PITCH�TODRA`IN4 °5 ° D� � SEPTIC SYSTEM . �TO APROVED STEEL LAL , Ao P CAL) 4 o,� TRAP HOUSE > �D All;a PLUMBING SCHEMATIC "C.I. ` . a�,ra yz a: 4"CONC.SLAB D N.T.S. � 9�r,Jbiy �� e e •• eA. LAIe •• aA. e.1 a e. a e. a 'p5 3'-6"X3'-6"Xt'-0"CONC.FTG. 24"X12"CONIC.FTG. '7: p '- DRAWN: MH/MS (4)#5 REBAR EACH WAY (3)#5 REBAR � ,� V p SCALE: 1/4"=1'-0" 0 JOB#: August 04,2017 SECTION B-B OF= N�� SHEET NUMBER: SCALE: 1/4" = 1' A-7 REVISIONS: 1.3/4X14 ML RIDGE - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — 12 OL 5/4X6 CEDAR CAP 1X3 CEDAR 8"THICK CONCRETE z TRIM WINDOW WELL 1�1 _ _ _ _ 2X$CJ @16"OC WWELL�Y✓Ep HORIZONTAL PROJECTION Ile DECK) I I Z #5 REBAR 4X4 ACQ POST @12"OC �� FLOOR P LAN MASTER BATH Lj SCALE: 1/4" = 1'-0" N 2X4 HOR. E M BRACING iX6TG&VJ 7-0 WALK-IN ` REMOVABLE STEEL GRATE CEDAR SDG. CLOSET ,�, 4"min. • ' T-0"min. .4 LADDER RUNGS BENCH ,r , .I #5 REBAR 74 min.3" , X12„aC . . PROJECTION 1X4 CEDAR o '11 'o (044 ax 2X4 TRIM -ADJUST FOR LARGER WINDOWS I- o• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO Z o•s (PER CODE) - @I6'OC STONE OPEN FULLY) o •A - DRAIN SURFACEA_ LL o•OAE WINDOW WELLS TO BE COVERED WITH STEEL GRATE. . 4CONIC.SLAB 44 3/4”SUBFLOORCOVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT % OVER e — - - —USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. oCOMPACTED '0 o CONNECT TO 14 T11560 WOOD-1 F1 @16"OC min.6"D • °,'cA STONE BASE •°.�4A FRONT ELEVATION "BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO qD5 DR •0 DRYWELL AS MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. o• 44"max. •►'°41 4" is .►'•4 3'-0'• REQUIRED BY �� �� .14 LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER o• •4' ADS PIPE •o•a SCHDS SCALE: 1/4 = 1 -0 .° 2X6 ACQ SILL PLATE (3)1-3/4X9-1/2 , D O THAN 44 INCHES AND SHALL PROJECT NO MORE THAN ,•0 4 $"DIA (TY ) '4� 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY I' • P o. CONIC. •pt TERMITE SHIELD ML GIRDER •D U FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF o' P''° w W NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O•a %'►,•4 PIER %.0,'4 . SILL SEAL C/1 OF WELL. 4 'D • • w a ro a 4,a va 4 4 a. • WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER .• Q' Q �i° LALLY a;. 10"PC WALL OPENINGS AS REQUIRED. I .;C DAMPPROOF COLUMN •�D WINDOW WELL DETAIL CROSS SECTION •'� NTS SCALE: 1/2" = 1'-0" A ►' A 4"CONC.SLAB ; —_ _ — e a. a e• a e. a e. a e. D SIDE ELEVATION ♦'-6" XI2"F 3'-6"X3'-6"Xi'-0" 24"X12"FTG. SCALE: 1/4" = 1'-0" CONC.FTG. (3)#5 REBAR (4)#5 REBAR ew 12 SECTION C-C. 10 2X8 rrs SCALE: 1/4" = 1' 2X8 hip 1-3/4X14 ML DGE 1-3/4X14 ML RIDGE 1-3/014 ML RIDGE 1-3/4X14 ML RIDGE 2X10 DF#2 RR @16"OC 2X10 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC IE 1-3/014 ML RIDGE (2)9-1/2 ML 2X10 DF#2 C1 @16"OC II II II II II II II II II II II II II II II II II II II II II 11 II II II II 11 II II II � � ` II II II II II II II II 11 II � ,• ' BATH II II II II II II 11 II 11 II , , II II II II II II II 11 11 II N ty STORAGE ROOM M No. 2 II I I rn v r- , , II 11 11 II II II II II II II X ^ ^ u O I , , , , II II it II II II II II II II 0 c) I LOFT 0 1 11 II 11 Om Ul y v �► �� i i ` ` •_" n n n n n n n n n n u I n l l n x 0 ` n u n n n n n n n n u n n u n u n (1r , Iryppyq�Ipp�1�L ,■e,,q{,rgH1L IpryBp6q�■,,,, J''RryyI�I►�gLpeel'I ` 11 n n 11 11 I n n n n f n 1 I n n 11 1 n I n I � V A l�JI' !.Y 'Y� 'IL.9 ° cu ® 11 n 1 I n n n n n 11 u I n 1 I 11 11 1 n 1 11 1 00 y II II II II II II II II II II i II II II II II III: 11 I O CO II II II II II II II II II II t II II II II II ILII II I V \ Trm7 %` 3/4"SUBFLOOR �� n n n u n n n u n n n u n n uu n _ _ _ _ O H 01wvMWVr-1r-iTM7r917 Y-112 I � :IIII :I v m 3/4"SUBFLOOR e= a`�a� II II II :IL � T7 14"711560 WOOD-i F1 @16"OC 14"TJ1560 WOOD-I FJ @16"OC rn U cn L Lu LIVING / DINING ROOM MASTER BEDROOM MASTER BEDROOM cu Eo INN 3X310, BRACKET W �t I N H 011 i u u `— U 0 0 0 0 0 MUD ROOM GARAGE (2)1-3/4X14 (2) 1-3/4X14 5/8"TYPE-X FIRE RATED SHEETROCK DID ML BEAM ML BEAM ON WALLS AND CEILING 3/4"SUBFLOOR 3/4 SUBFLOOR 3/4"SUBFLOOR �► I - - - - N 14"TJ1560 WOOD-1 F1 @16"OC 14"TJ1560 WOOD-1 FJ @16"OC I - 14"TJ1560 WOOD-1 F1 @16"OC a e e. a e. • e. ♦ s. ♦ e. • b. ♦. ;D •D ' 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC (4)1-3/4X9 li/2 ML GIRDER (3)1-3/4X9 1/2 ML GIRDER 8"PC WALLOVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO D; D OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" A►. 2X6 AC SILL PLATE TERM I TE SHIELD DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE 4; INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. a SI L SEAL �� x 16"X8"FTG. STEEL LALLY STEEL LALLY • 10 PC WALL (2)#5 REBAR D COLUMN COLUMN •�> DAMPPROOF (T'P-) (TYP,) •.. qi qi. �., a.. 4� ► �b �xi i�,D p • e. a Y♦e. ;:d, a e. •eY d.. a e. ..p. a ,.d ➢! d ' Y ,.d yv• .•d� . v• d6 ; D ► .•,.d y! ► ,• ♦ e. ;''o {J/yyyv`CF'� !NC �/�yy$4 JL" S4"CONIC.SLAB 4"GONG.SLAB a.♦. A. . e e. . •. ad 'w A• e ► v 0 ° ♦ .► o J • ♦..► v! a eo-► vI • ♦..► vJ ♦e.► f ' ♦e.► J &d v' ♦ v• • 'd. ��••ffrA p'v►' D e via �'ve0 v� vee D v� I've♦' • D v° v♦ • v; v• ► > o; o v0v° �'ve ► v� �•oe ..cZ D"w ► p•ve . (,•i L}""' �� 3'-6 X3'-6"Xl'-0" 3'-6"X3'-6"X1'-0" 24"X12"CONIC.FTG. " ° DRAWN: MH/MS CONC.FTG. �r (4)#5 REBAR ew CONIC.FTG. (3)#5 REBAR SCALE: 1/4"=1'-0" ��»�'�aR' ���r (4)#5 REBAR ew d. .. JOB"All #: �C2w 9 4 August 04,2017 SECTION D-D 33 SHEET NUMBER: SCALE: 1/4" = 1' REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFA,C TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER 0 WALL STUD CRIPPLE STUD 0 • BOTTOM PLATE o RIDGEej HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS Yo FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ( ) 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 WALL STUD go � THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED z RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN H VENTILATION U FOUNDATION SIDEWALL FLASHING WOOD JOIST � TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHINGz STAPPIING TO BE ATTAC HED TO WALL STUDS ©48"OC 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER WITH CORROSION- ONN. SCREENED VENT ' �'' TI 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED RESISTANT METAL MESH WITH MESH �CNTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTIION APPLICATION 8" — 14" LSTA30 1-1 4"x30" 18a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE / g GAP TO PREVENT CAPILLARY 4" — 6" RAFTER RT10 10-3 4 x 18a. TYfDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION / g 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" 18go. STRAP AND JACK STUDS ,' 8" — 12" RAFTER RT20 1-1/8" x 20go. TWDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL �-' ,' OF FLASHING A 5p op ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST 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 AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE o TERMITE SHIELD �— SILL GASKET SUB FLOOR c� u � � d WOOD JOISTS m m W o TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET "�` o rn ` 6 MIL. POLY V r NEOPRENE ` 1 / x DAMPPROOF EXTERIOR ` BOLTED CONTINUOUS PLATE 0 � "o o 6MIL POLY ON EXTERIOR GRANULAR FILL , ° a 3 �, I x o V e p 1 2 " DIA. BOLTS @ 48" o.c. STAG. �" M @ v STEEL COLUMN I , / w t x A � � � � i � 5 ` ° 4 ° a c ` v +ROOF JACK CONC. SLAB .1 11 STEEL BEAM ANCHOR EMBEDMENT: U)COMPACT FILL POURED CONCRETE � 41 V BLOCK 15" I: ° p n ROOFING LAPS . TOP AND BOTTOM PLATE U KEYWAY FOOTING .. ° 4 ° 7 ` FLASHING AT °, M - U) d o �.p p CONC. FTG. 'p Q'p G c SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT � �. tt ° ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT C4 v (USP LBPS58 OR BP583) o W p REINFORCING BAR °• FOUNDATION 5/8" DIA. ANCHOR BOLTI I 3" STEEL COLUMN DRAIN TILE P, ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS � I � ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL V) TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W4 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ) E-0 ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB—ON—GRADE ® u O I SUBFLOOR Q' CONC. SLAB 6DOOR FRAME °� X6 10/10 WWM COMPACT FILL ' DOOR GARAGE —y I �_ JOIST H USE 2X8 STEEL BEAM 94 FOR BLOCKOUT 4" SLAB x P.T. PLATE W/ 6X6 WMM \ ( SLOPE ' 1/2" AIR SPACE . I L • �I ° o• 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) x ° 4 -- -- cC-y`,Q ' ATEND AND ES OF WOOD ,p 1L ,7� �„ +° ° ° a °• ° e STOEEB BEAMOX.TO 1/2"ALLO FORHIGHER G ERINKAGE a - �--=--: BEAMS D D 'o • ° GRADE "-- ° ° ° <I e Q �' o n (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" p ,��d• p �" 6X6 W.W.M. D MIN. ��'a D o D '� �'p Q'p �'r o \NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — p p o ^ —SUBFLOOR • 4 REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM f1= D c ° . D REINFORCING BAR o �° o•c JOIST a; DRAIN TILE �1—►� 1 s d o o — I SO A ., o s° SHEET METAL 30 FELT UNDER BEAM AT POINT Z%,A �° �° — 12 •. OF CONTACT WITH CONCRETE OR CONC. B LOCK _i i i_i -� i i im STEEL BEAM ` � 1 4 INS C 3" IF PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •n A SHIMS TO LEVEL BEAM — • sit "�� ° REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DRAWN: MH/MS GARAGE DOOR BLOCKOUT � fr SCALE: 1/4"=1'-0" BEAM POCKET S+ �{ ' 1 JOB# NI w� �Z3�q���, August 04,2017 0� �8 " SHEET NUMBER: 3 r -9 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE NT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO 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 698 CRIPPLE STUD AND ASTM D 1557), COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER 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. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"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 JUSPNUMBER1 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 LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 l8ga. 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 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. RAFTERW HANDRAILS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored Q to girder(s). Z O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal �D POST for any contact with ACQ. H TOP PLATE Z TOP PLATE O BALUSTERS RIM/DECK JOIST 0 HANDRAIL NOTES:o q g h'P WALL STUD WALL STUD All required handrails shall be of one of the following es OPEN BALUSTER ATTACHED TO WALL 1ZJ 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 LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 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 EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /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 TO 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 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum Z JOIST POST/COLUMN o ° , radius of 0.01 inches. 00 M POST/COLUMN NAILING SCHEDULE GIRDER/HEADER ROOF SHEAT IN NAIL JOINT DESCRIPTION QN SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL Sd WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN EC PORCH RAILING ROOF FRAMING: LOCATION USP NUMBER 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 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 QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL: 4-8d COMMON RAFTER r, CEILING JOIST 8'WALL: 3-8d COMMON EACH cn N TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE NAIL cr) m o 0 rn CEILING JOIST TO AS PER TABLE 3.7 EACH FACE x ir, y STU ° ® BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL 011 GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `' x o OVER PARTITION WFCM-SBC LAP NAIL ? w ° • COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ,moo. °r+4 ° WOOD JOIST BLOCKING 2-8d COMMON EACH TOE ,0 E" >� TO RAFTER END NAIL RIM BOARD EACH END Ei� U °r LEDGER ° 1 •" TO RAFTER END NAIL On On GIRDER/HEADER I I CONCRETE PIER '� 2-16d COMMON 0� m WOOD JOIST00 cu " '•,' cv r WOOD JOIST ' 0 WALL FRAMING: . W JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2 -16d COMMON PER FACE NAIL I CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I 1 (MINIMUM)) TOP PLATE FOOT FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LOCATION USP NUMBER DESCRIPTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 616"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM IINTERSECTIONS EA.SIDE NAIL 4 16d COMMO IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I APPLICATON TS ALLOW FOR SHRINKAGE. ROD 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE 1 2 -16d COMMO REQUIRED 1 STUD O.C. NAIL U U FOR STU (3) BEAMS PAU66 OR WE66 P05T/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE 0 HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOls PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: N PIECE OF SIDING BELOW THREADED RIOD PER FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL �•+ END JOIST OR BLOCKING 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT 3 CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: V @te" c MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS i QTY. SPACING PB44 POST 4 ' ANCHOR "dia. • o . JOIST TO: PER TOE Q FLOOR FRAMING p PIER 16"TREAD •.` o ' o *END IINIMAM v s�'• SLL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL " BRIDGING EACH TOE , •'o +• 12"x12"x12" 2 -8d COMMON ••• ,• .o •• . ., V 2x JOISTS �> v TO JOIST END NAIL GRADE c c CONC.SLAB •'., •o •�$•, CONCRETE FOOTING ,. (AS REQ.) '4 .;, c c BLOCKING 2 .8d COMMON EACH TOE BLOCKING FOR A y V y �....�•• JOIST HANGER TO JOIST END NAIL e B"dia. ,D•. '� DECK PIER LAG BOLTS p p a e CONIC. PER PIAN u BLOCKING TO: 3 -16d COMMO EACH TOE 'r, 3'-0 4^ PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL 0 '4 C` 4 4 IN Se RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE .�'� � O DECK POST FTG. CONNECTION 3 -16d COMMO s tfi ,"V > INSTALL AS PER MANUFACTURE'S RECOMENDA�TIONS TO BEAM JO15T NAIL^ n. t-� y C% 4t DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION s: �, •�° J0157 ON LEDGER PER TO 3 -8d COMMON `' +� N SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL1 ire" 04 DECK/PORCH LEDGER CONNECTION +(. �•= JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END. 3 -16d COMMO August 04,2017 TO JOIST JOIST NAILS . BAND JOIST TO: PER 1�� vLZ �q�G F SHEET NUMBER: 2 16d COMMO TOE NAIL ,�„ � SILL OR TOP PLATE FOOT AA 10 i. REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). 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 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d 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 T 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P � CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 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 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 TO RAFTER WFCM - 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 - Ed 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) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 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 NAIL 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 QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 (DESIGNED FOR CAT.C) 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 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 TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 4+- 16d COMMON Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE C) Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2;- 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. TYP p attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym': SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. �Z) 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. P4 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 Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 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 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 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 FRAMING: 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 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 NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - Sd COMMON PER TOE TO HEAVY MODERATE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 20 PSF 130 B SEVERE 3 FT. 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 1�" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE Sd COMMON @ 6" O.C. Sd COMMON @ 6" O.C. SEE NOTES: 1,3 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: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. d COMMON 12" O.C. ( ) p Y anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 3 - 16d COMMON @ °� NOTE: 2 FOR PANEL FIELD SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3-- 16d COMMON AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL ^ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3; 16d COMMONJOIST NAIL g P P g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 I1\J G: 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 long 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 g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. CITY. SPACING Edition Wood Framing Construction Manual. �� �� 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 8d 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, al'I 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.- SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE o AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and fed ledger. NAIL NAIL C otherwise. ) g g g JOINT DESCRIPTION � ' r. " E Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY'. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m .4 o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o� GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° m � WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 ° ; Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I NI G: O as o P-4� ccs openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES o w U) E openings between 41 and 6'0 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � and blocking where applicable. QTY. SPACING o 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 Y Y g g ) Yp g PANELS 8d COMMON WFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall V m 5). All flush beams/headers to be installed with heavy duty alvinized hangers and anchors where applicable to alll connecting joists. PLUMBING NOTES be used. CZ 7/16" OSB 3" O.C. EDGE N v v 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 w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 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: other access openings unless otherwise noted (typical). w 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 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 state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ,.., where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (, 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD o NOTES:ES� at required by current NYS Residential Code-FIREBLOCKING REQUIRED U0under all bearing walls. 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 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 fiber shall be allowed as fireblockin lass l ior f kmineral blankets Batts or anets o 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 feet. g g in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered 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 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, x TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirennents for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 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. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. ResidentialConstruction Code. )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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 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. ate;`"Q ` to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. f ✓+l" C' AA 3). All electrical work to comply with 2014 NEC. ,IN SC 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 ,,` PP q pp g and R315 of IRC. DRAWN: MH/MS torch down type material over. _;::" . :,e tom+ SCALE: 1/4"=1'-0" J d°�rw 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: O be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. August 04,2017 w�� 'O,T. L[2339 HEET NUMBER: 0 S14 A- 11