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Home My WebLink About41439-Z Town of Southold 10/2/2017 P.O.Box 1179 v' 53095 Main Rd �4'. `� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39253 Date: 9/29/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Longview Ln.,Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2017 pursuant to which Building Permit No. 41439 dated 3/20/2017 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: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Foley,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41439 09-14-2017 PLUMBERS CERTIFICATION DATED 08-20-2017 La ce Tr sso A tho ed Signature �s�FFocK TOWN OF SOUTHOLD h� coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41439 Date: 3/20/2017 Permission is hereby granted to: Foley, Thomas 405 Longview Ln Southold, NY 11971 To: make addition and alterations to an existing single family dwelling as applied for. At premises located at: 405 Longview Ln.,Southold SCTM #473889 Sec/Block/Lot# 88.-5-5 Pursuant to application dated 3/10/2017 and approved by the Building Inspector. To expire on 9/19/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $350.80 CO -ALTERATION TO DWELLING $50.00 $125.00' Tot $525.80 Building Inspector Form No.6 `'x r TOWN OF SOUTHOLD BUILDING DEPARTMENT `- TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. - Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 q / Date. Off 0/ 1 New Construction: Old or Pre-existing Building: (check one) Location of Property: 4 �y I�n� V/ House No. Street Hamlet Owner or Owners of Property: 4fyert-) Fa"Fa Suffolk County Tax Map No 1000,Section Block 0, Lot t� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Appli tSi nature �pF SOV j�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CAR$ -§a Fax(631)765-9502 P.O.Box 1179 • �Q roger.richert(atown.Southold.ny.us Southold,NY 11971-0959 Q C®UNTV,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Foley Address: 405 Longview Lane city,Southold st: New York zip: 11971 Budding Permit#: 41439 Section: $$ Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wanerka Electric License No: 627-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances OW Dryer Recpt 1-30A Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment. "Alterations" 1- Exhaust Fan, 3- Paddle Fans. Notes: Inspector Signature: Date: September 14, 2017 0-Cert Electrical Compliance Form.xls i �o> Socr,�y� : I Town Hall Annex + Telephone(631)765-18y2 54375 Main Road Fax(631)765-9502 P.O.Box 1179 +� 4 Southold,NY 11971-0959 BUILDING DEPARTMENT j TOWN OF SOUTHOLD � F7 t { V CERTIFICATION • f Date: I I Building Permit No. Owner: tL%I�'C/ 1 (Please print) �— - Plumber: wr6v)C4- 5cr { I r ' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � R f (1'1 ers Signature) ; Sworn to before me this 2-2— day of 20 J 7_ Notary Public,_ (,��County � + SEP 1 5 2017 ctNA44TA', `NOTAR-Y Puanc,Siete of New yQ Et` No: IBA621'1641. t rT ?: 'i`4 a r± 10 ! Rissjoetl in Suffolk Goanty,. r't !Vki OF SOUTHOLD Commission;ExpireS'S Wt.21,2017: [R = ho��OF SOUlyolo N O X019 o 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: v��1nmA I wl'A QAW o a 4y Q� DATE ql l /,(ft INSPECTOR SOUjy o�yCOUNI`I,N 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 (FINA ) REMARKS: . VI �� DATE 'I INSPECTOR SOUTyo �ycou a TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [-�..KFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) r ] ELECTRICAL NAL) REMARKS: LIL�d � kda-0 v DATE }' INSPECTOR DE SOUTyOI � o H O i o�y o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECION . [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC A FINAL) R MARKS: QU v4 i ' DATE � I-- INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION. [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ],FIIE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [vl FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: d c D � � 1 a c DATE INSPECTOR ` OF SOUlyOlo -Zq TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ANSPECTOR 'S l pF Sol/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �&wvq!4 DATE INSPECTOR Of SOUlyolo out TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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""AmIlL, f� J DATE ( INSPECTO Delfino Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Erickson Construction DATE OF INSTALLATION: 06/20/17 405 Longview Lane Southold, NY 11971 CEILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM CLOSED CELL FOAM 3" R-20 ❑ CLOSED CELL FOAM ❑ FIBERGLASS 0 FIBERGLASS 3.25" R-15 ❑ CELLULOSE ❑ CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 6.25" R-19 F,,l FIBERGLASS 9.35" R-30 ❑ CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: F] AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. DDAUTHORIZED SIGNATURE SEP 1 5 2017 e J,LD 1,1 JG DEPT. TOWTq OF SOUTHOLD Dennis Phelps From: I . I5165248784@vzwpix.com Sent: Monday,July 17, 2017 5:44 AM To: (k< dennisphelps@optonline.net 1 FIELD INSPECTION REPORT • FOUNDATION(IST) _ n .:c' misr�----------------------------------- 1010 m=15 - �� WE(IF ROUGH FRAMING& PLUMBING I_1 Mfr rm P10 INSULATION 1 / ' STATE ENERGY• . It'll =�WnAdll . .moi . Alk, ADDITIONAL COMMENTS 11 0 ,1 M r.� i _ ri/"j ai_/ /, ilk,' . �r.,I j i J / 020 w. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST Y BUILDING DEPARTMENT Do you have oroneed the following,before applying? TOWN HALL , Board of Health SOUTHOLD,NY 11971 ` 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Cheek Septic Form MY S.D.E.C. Trustees RD ��O� n� O Application FV Flood Permit Examined 20 D Single&Separate Storm-Water Assessment Form Approved 20 MAR 1 0 2017 actMail to. le Disapproved a/c r TZ DING EPT. Phone ,\ Expiration —20— OWN OF SO O ilding In cto APPLICA B ERMIT - Date o 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Marling address of applicant) State whether applicant is owner,lessee,agen architect ngineer,general contractor,electrician,plumber or builder Name of owner of premisesr4gk—,:� Fo L ae (As on a tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo tion 1 d on w ' ro osed o k will be d ne: �0 . �0 /,�c��.�✓� sQy7�l�IGrJ House Number Street Hamlet C County Tax Map No. 1000 Section Block 0 Lot 0✓ Subdivision Filed Map No. Lot i A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SONG b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition__/ Alteration< Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial omixed ocupancy,spestfy nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height 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 Rear Depth Height Number of Btories 7Z r 9. Size of lot:Front �� uRer �! Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 94-0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13.Will lot be re-graded?YES N0,9Will excess fill be removed from premises?YESY—NO 14.Names of Owner of pr miss U& Address Phone No. SA 3 4 o O� Name of Architect C Address Phone No / r Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BEQUIRED. O b.Is this property within 300 feet of a tidal wetland?*YES N *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—K *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: //// COUNTY OF Su �� 6-' being duly sworn,deposes and says that(s)he is the applicant (Name oindividual signingcontr ct)Above named, (S)He is the C (Contractor,Agent,jtorporatd 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 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this NO.01 DW6306900 _�" day of MoyrAn 20_0 QU D IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22a otary Public !fig at a of Applicant Scott A. Russell -C,Su m S�COIKNAWATIEIK SUPERVISOR 5 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 taO 53095 Main Road-SOUTHOLD,NEW YORK 11971 �4� Town of Southold tk CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES 'I'FIIS PR®JF.C'T INVOLVE ANY OF 'TETE FOL WING: (CHECK ALL THAT APPLY) Yes No . ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on-FIRM--Map-of--any--watercourse: - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surf aces_ 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 pour Building Permit Application. - S.C.T.M. �: 1000 Date: APPLICANT (Property Ow r, ign Professstonal,Agent,Contractor,Other) Q�,,Po' Dwrict NAME: Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information d� Reviewed - - — — — — — — — — — — — — — — — Dater � r�. Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — Approved for processing Building Permit. (�Qs L,dA)(9y jk k) L4?!' jr-- — — Stormwater Management Control Plan Not Required. ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ff SMCP-TOS MAY 2014 ti i I Town Hall Annex Telephone(631)765-1802 54375 Main Road � (631)765 P.O.Box 1179 roge - 5 r.rYchert -O`wn.sout95116 ny us Southold,NY 11971-0959 �r I��l�� BUILDING DEPARTMENT TOWN OF SOUTHOILD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: —� �7cr F 2-(l n, ' Date: Company Name: Name: License No.: -t Address: Phone No.: I d i JOSSITE INFORMATION: (*Indicates required information) *Name: C' �ELJ 'i-- , , '"Address: (_t,,v, *Cross Street: CA-*Phone No.. i Permit No.: ti TaxIUlap District: 1000 Section: Bock: _ Lot: I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C-- C4. 2 c4 v�v4JDa-1--V--N4- )K)C�k X c i (Please Circle All'That Apply) *is job ready for inspection: YES(/DNO Rough In Final *Do-you need a Temp Certificate: YES! NO I Temp Information (If needed) `Service Size: 1 Phase 3Phase 100 .150 200 300 350 400 Other f *New Service: Re-connect Underground Number of meters Change of Service Overhead Additional Information: PAYiVIENT DUE WI�'}�APPLICATION t9 -0 1 82-Request for Inspection Form D o�-&oF so�Tyol JUL 1 p 20th � o ' Town Hall Annex 1 ( Tele hone l ' 54375 Main Road �P DI+'P'j°. P.O.Box 1176 G� Q r0 er.ricl7ert LO o� Southold,NY 11971-0959 4-ull i _ I • BUILDING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. Date: 6-36-17 Company Name: Name• 5v1t3 RL11M Tlg �a7 j License No.: �t - Address: W 6 ( K . Ol'wit z Phone No.: (Q3I- 5 60(0(9 JOBSITE INFORMATION: (*Indicates required information) *Name: VV1�� *Address: q 0 a N Lm* *Cross Street: MAI '6WYvt�/ T *Phone No.: [moi)l�)_ 330- 605 j Permit No.: l q Tax-Map District:District: 1000 Section: Block: Lot: _ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �� Q�NV��SIO►V (Please Circle All That Apply) Is job ready for inspection: YES NO Rough In It Final *Do you need a Temp Certificate: YES! NO \\ i Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION �y 17, 82=Request for Inspection Form f - -7/ J From: 5165248784(Pvzwpix.com B f Subject: Date: July 10,2017 at 7:08 AM . To: dennisphelps6@gmail.com JAN,fJ', r 01 Irk, �f From: 51652487849vzwpix.com Subject: Date: July 10,2017 at 1:00 PM To: dennisphelps6@gmail.com ,Y j� I f� Jai/i 414 ' From: @ Sms kgew*.co m Subject: Date: July 1e 2017at1g1PM To: dennisphelps6@?gmaii.com a , < g \ \ > \ \ 7 `` . , � \ \ \ MOOR ��\ . ��q From: 5165248784@vzwpix.com Subject: Date: July 10,2017 at 1:03 PM To: dennisphelps6@gmail,com � i qui TO ME ogg i J '"lfi J�i9G r l� Gig i Ji/ i From: 5165248784@vzwpix com B Subject: Date: July 10,2017 at 1:03 PM To: dennisphelps6@gmail.com .r 19„ ' M Mr, t Y r�iV41 t IIII i 1. � �� Ilei From: 51652487849vzwpix.com B Subject: Date: July 10,2017 at 1:04 PM To: dennisphelps6@gmail.com / 10 r , 1�r Jffj,, % /Jo 141 I�� I Ilultl r I From: 51652487849vzwpix.com B Subject: Date: July 10,2017 at 1:05 PM To: dennisphelps6@gmail.com r, p 11 r' From: 5165248784@vzwpix,com Subject: Date: July 10,2017 at 1:05 PM To: dennisphelps6@gmail com Hill i �� i ll/lI/%'//%' �l '� � �r,///,,,,, rl�///�l/��//!� oily✓'/////G//%l0//� i 1191 +�iN�l� n,thio i v {C. i From: 5165248784c(!)vzwpix.com B Subject: Date: July 10,2017 at 1:05 PM To: dennisphelps6C�)gmail com lY 7Y l y , � v �I3 From: 51652487849vzwpix.com Subject: Date: July 10,2017 at 1:06 PM To: dennisphelps6@gmail.com Ofr I h G i. r (rl POP //// I11111111,11(((1111,(IDII,PIJ From: 5165248784@vzwpix com B Subject: Date: July 10,2017 at 1:09 PM To: dennisphelps6@gmail com 1 rr N From: 5165248784@vzwpix.com B Subject: Date: July 10,2017 at 1:13 PM To: dennisphelps6@gmail corn t I f r ori From: 5165248784<<Pvzwpix.com B Subject: Date: July 10,2017 at 1:13 PM To: den nisphelps6C(bgmail,corn J 1 '1 %,W 4�y � 1l� From: 5165248784C(Pvzwpix,com B Subject: Date: July 10,2017 at 1:13 PM To: dennisphelps6Ci)gmail corn i j j »ai r , D� l j t �%/ii ti i i1 n /r From: 5165248784CcDvzwpix com B Subject: Date: July 10,2017 at 1:15 PM To: dennisphelps6@gmail com ggi ✓ J" f lfi� � �� I� MCI, i lu V{��au9hall�ruxw i ��iw I I� a n�,Y� %r%';. From: 5165248784(,-i>vzwpix com Subject: Date: July 10,2017 at 1:16 PM To: dennisphelps6t,?ymail.corn � I �5 IVVVI uuu uuuuVl I II u�' uuuuuuuu V!!III 1111111 Illlllllllill�lluilll I� luuuluuuu� / / / ul Yi it I� r l/ OEM / /a� vvx( M r, From: 5165248784@vzwpix.com Subject: Date: July 10,2017 at 1:16 PM To: dennisphelps6@gmail.com ,irriir t i aiiollvlrri/rrar , r„/i„r, Is s 0 i% I VIII I j J% r / � 1 i i F ri From: 5165248784@vzwpix com B Subject: Date: July 10,2017 at 1:17 PM To: dennisphelps6@gmail.com I 'l f �f From: 5165248784@vzwpix corn Subject: Date: July 10,2017 at 1:17 PM To: dennisphelps6@gmail.com r r l rr� From: 5165248784@vzwpix.com Subject: Date: July 10,2017 at 1:18 PM To: dennisphelps6@gmail com t i f j IF t yi S From: 5165248784(ivzwpix com Subject: Date: July 10,2017 at 1:19 PM 7o: dennisphelps6l=i'gmail corn 11/ I o I q'l y �f j�J�h it�>'J!/��j%/f� � / r / 6Pu�rr! ///r„✓ ly /n/ �aIrya �7f rig a iii �� r / i„ t i lr � NIf 4ii LOT AREA s 17.500 SP� 0 : 4 LOT NUMBER 49 o S 51"53'30"E 175.00' w 1d POO pipe 5-�0 z OaVE SIVA y 4 49O/TJOA) � Q NIA) 1K o 0 40 i td - m / 144 P'D. tit g i o .Q r_ oar�r2r o/� roofed C3 19.2 q�TC2� ®mss C3 00 co or 30.3' , ..a z 34.7' V) z fd POO N 51'53'30"W 175.00' LOT NUMBER 47 � l IN191 G L E f7gorosco CU 2vG TWX C05TEMM OF OWN, OF MY AND *A 0%sbom s V W01M,OF Alf►. NOT 8!10111 Ata£NOT aW WFEW. Tie oFmm (OR shma"m 3047ma N ww Fftm'ne std TO Tnf PWAPWY uN0 Aft MR A ►t WVK NO USE AM°IMOM"M "0T JOB No. 16--335 FILE No. TERRY WATERS wmem 10 aur Tm an, of fa 2 CK Am"m Ana Pools,PAM. MMM 1°®use OR Mfr UMM CMMMXllftL SURVEYED FOR THOMAS & KAREN FOLEY ulclurAomm#Lm3wm OR AnomaR TO Im 4tfM r IS A V%%Awk OF 9F7c m LOT NUMBER 48 7w or me Neer allot snare wtlGullilf uw, MAP OF TERRY WATERS ouwmvm warAw Mau 9VLL Mw amy 1 0 w Pam" foR wow TFIE SITUATED AT BAYVIEw Amu is 0191 vo.me m m swa m Tw mm compow. OOM®dalwIL mnWr ATO tMM NfsMtsIM UM hM ECK^10 m TW 030MMS OF YK up=omwnmx WORM ARE No TO AmnotAL Nsmunams TOWN OF SOUTHOL D ae me 001m or Tas Sm Ly ffp NOT erg Tim uwo awwm"„wm MAL an SCALE 1 = 40' DATE 12--28-2016 Ek==D SAL 34ML NOT IE CUPWOU TO EX A WW MW COPY FILED MAP No. 2901 DATE 12 -29--1958 CERTIFIED ONLY TO: TAX MAP No. 1000-•e8--5-5 DISK 2016 THOMAS & KAREN FOLEY ----�- ----•-�-^- HALLMARK ABSTRACT SERVICES LLC HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 � { 1666 WADING RIVER-MANOR RD. WADING RIVER, r� Na q' e--,RK, 11792 N. LIC. ^!3- -'.[Esti HA LD F- TRANCHON"JR. PENN. LIC NO_.._i.�n �-- — -i�9-4695 L. T9 39-vd da:j(1i ns NOHDNVL H 9ZVIT6Z6T69 01:60 L TOZl601T0 DATE(MMIDD/YYY`/) CERTIFICATE OF LIABILITY INSURANCE 05/11/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such end me ). PRODUCER -_ j i ;; G CONTACT Marsh USA,Inc. p L � 1_5p 0E V E FAX 1166 Avenue of the Americas a C No Ext• AIC No): New York,NY 10036 E-MAIL Attn NewYork cents@Marsh.com RESS: MAY 15 2017 INSURER(S) AFFORDING COVERAGE NAIC# 073389-PETRO-ACORD-16-17 INSURER A:Insurance Company of the State of Pennsylvania 19429 INSURED INSURER B:New Hampshire Insurance Co 23841 Petro,Inc. dba Hardy Plumbing,Healing,AIC$Fuel BUMDING D PTS INSURER C:NIA NIA 1654 County Road 39 INSURER D:NIA N/A Southampton,NY 11968 TOWN OFSOUTHOLD INSURER E.NIA N/A INSURERF: COVERAGES CERTIFICATE NUMBER: NYC-OOB774815-01 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS IN SR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP POLICY NUMBER MMIDD MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY 6954650 10/01/2016 1010112017 EACH OCCURRENCE $ 1,000,000 B CLAIMS-MADE P�I OCCUR 6954649(NY) 10/01/2016 10101/2017 DAMAGE ASES R occurreE ED nce PREM $ 100,000 A X XCU 6954651 10101/2016 10101/2017 MED EXP(Any one person) $ 5,000 X Contractual PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 5,000,000 HPOLICY a JECT LOC PRODUCTS-COM PIOPAGG $ 2,000,000 OTHER SIR $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ent) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS per e.dZI UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B N RKMRS COMPEBN ION 021569723(MA,ND,OH,WA,WY) 10/0112016 10101/2017 X STnTUTE ERH B AANY PROPRIETORIPARTNERIEXECUTIVE YIN 021569722(AOS) 10/0112016 10/01/2017 OFFICERIMEMBER EXCLUDED? NIA E L EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re Job name.FOLEY 405 Longview Lane Southold,NY 11971 CERTIFICATE HOLDER CANCELLATION Enckson Construction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Box 671 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Great River,NY 11739 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. David A.Cobleigh @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD L41 439 Hardy Plumbing, Heating & Air Conditioning r0 OS� PO BOX 1460 MATTITUCK, NEW YORK 11952 (631) 298-8181 PHONE (631) 298-8320 FAX To: ERICKSON CONST. D Ph No. 631-859-1690 Date 5/10/17 PO BOX 671 Job Site: FOLEY GREAT RIVER,NY 1 M AY 1 5 2017 405 LONGVIEW LANE SOUTHOLD,NY 11971 BUH'DING DEPT' email: dennis@ericksonconstruction.us TOWN OF SOUTHOLD Cell No. Fax No. We hereby submit specifications and estimates for: OPTION-Al- WE PTTON_A1:WE PROPOSE TO FURNISH AND INSTALL ALL NEW PLUMBING FOR THREE (3)TPIECE BATH: WE WILL ALSO HOOK UP THE WASHING MACHINE IN THE BASEMENT. TOTAL CONTRACT PRICE:$4,800.00 OPTION#2:, WE WILL REPIPE THE BOILER TO THE AIR HANDLER IN THE ATTIC. WE WILL INSTALL 3/4"PEX PIPE AND ALSO INSTALL NON-TOXIC ANTIFREEZE. TOTAL CONTRACT PRICE: $950:00 " _ ,.-i „ ., .._c.. ,_ .. .. .,_ ._� �L°;d"o .,_•tit?�?L':,s'+a tau,f,t,„ CONTRACT•PAYMENT SCHEDULE: 50% DOWN 50% UPON COMPLETION *We have a kitchen cabinet show room at our Southampton location (631) 283-1041* *We offer 6 months free financing- 6 months with no interest with monthly payments (if qualified) Check#: Amount: Signature: ---OR- -Credit Card Type: Credit Card#: Exp.Date: Signature: GUARANTEES: 1. ALL WORK GUARANTEED, 1-YEAR ON PARTS SUPPLIED BY HARDY PLUMBING & HEATING AND 1-YEAR ON LABOR. 2. ALL WORKERS ARE FULLY COVERED BY WORKMEN'S COMPENSATION AND LIABILITY INSURANCE. 3. COMPLETE CLEAN UP AT END OF DAY AND END OF JOB. Buyer agrees to 1 5%service charge on all accounts past due 30 days. Buyer also agrees to pay reasonable attorney's fees when unpaid balance is turned over for collection Material is guaranteed to be as specified All work to be complete in a Professional manner according to standard practices Any Alteration or Deviation from'above specifications involving extra costs will become an extra charge over and above the estimate. All agreements contingent upon strikes, Authorized signature accidents or delays beyond our control Owner to carry fire,tornado and other necessary insurance Our workers are fully covered by Worker's Compensation insurance. Note.This proposal may be withdrawn by us if not accepted within 30 days. Signature ACCEPTANCE OF PROPOSAL—the above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above Signature PAGE I OF 1. REVISIONS EXISTING RIDGE TO REMAIN BLOCK UNDER AS REQUIRED r` STORM WATER MANAGEMENT DETAILS SISTER 2X12 @16"OC s+'� ROOFING TO MATCH EXISTING TO EX.RRs (2)2X POST INSULATE RRs 30#FELT,ICE/WATER BARRIER w/R49 (� NEW ROOF AREA:176 SQ.FT. N.T.S. 4'_0" ` `� 1/2"CDX SHEATHING AT 100%WATER RUNOFF:30 CU.FT. (CEILING) PROVIDE(1)30"DIA.X 36"DEEP DRYWELL it-7/8 ML RIDGE 0 (OR EQUAL IN VOLUME) INSULATE RRs w/R49 2X8 CJ 16"OC 2X12 RR CAPACITY:39.CU.FT. (2) 1-3/4X11-7/8 @16"OC ML FLUSH BEAM MATCH EX.PITCH OGEE GUTTER-STANDARD 5" &OVERHANG(TYP) NOTES: 0 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. INSULATE PER CODE AND INSULATE WALLS AND CEILING NEW EXT.WALLS- AS REQUIRED BY 20151ECC (FORMER GARAGE)AND REINSTA / / SIDING TO MATCH EXISTING m 2).PREPARATION: / Ln A).CLEAN SURFACE THOROUGHLY PRIOR To INSTALLATION. REQUIREMENTS. NEW DRYWALL THROUGHOUT w/UNDERLAYMENT U Lr, ti / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR CONTRACTOR TO NOT bJ // // 1/2"SHEATHING ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. / / a MAKE INSULATION OR /, /, 2X6 STUD WALL @16"OC m C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR CL, METALS WITH PROTECTIVE BACKING PAINT. STRUCTURAL CHANGES WITHOUT ARCHITECT'S ,� v Z 3.INSTALLATION: APPOVAL / // INSULATE EXT. c� �° s r A).PERFORM WORK IN ACCORDANCE RDSWITHL CDA HANDBOOK AND THE DRAWINGS. INSULATE FLOOR ® ® ® ® WALLS w/R20 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. // // 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. W/R19 �" .� a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND INSULATE EXT. /, /, ACCESSORIES. WALLS w/R20 3/4"SUBFLOOR 2X6 ACQ SILL PLATE U B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT TERMITE SHIELD \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL SILL SEAL z CONNECTION WATERTIGHT. 4 1-3/4X7-1/4 ML @12"OC s DRY WELLS TO BE 10'MIN. 4).PROTECTION: EXISTING 8"PC WALL A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. , D, AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL EXISTING EXISTING DAMPPROOF O Z O COMPLETION. , .� 2"CONC.SLAB .� 1 C X-71 p 16"X8"CONC.FTG. w (2)#5 REBAR 0 O 0 6 CROSS SECTION W SCALE: 1/4" = 1' w o x 0 Q w � Q U PRESCRIPTIVE DESIGN PER R402, 2015 IECC: Z 2 FLOOR SPACE R30 CEILING 49 C/� C R-VALUE R-VALUE: Z W *EXCEPTION FLOORS: FENESTRATION ~ IF FRAMING TOO SMALL 0.35 1S R19 U-FACTOR: 0.35 H FASTENER TYPE: SPACING: I ' I I I I I ( I j I I f I I I I FRAMED WALL GLAZED F--"I u No.8 WOOD5CREW 1 I I I 1 ` I I jI I 'I I I R-VALUE: R20 FEN SH R:STRATION 0.40 BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH CL No.la wooD-scREws • ( ' 1�\ I ( ' \ ( ��\ I I •I I I l I I •I I I I ( • BASEMENT WALL BASED ANCHOR WITH 16"« I 1 I 1 SKYLIGHT l t tin.EMBEDMENT LENGTH I I I I I I I I 11 (CONDITIONED SPACE) 10/15 `I I 1 II I I ( II + II I I ( � U-FACTOR: 0.55 1/4in,dia.LAGSCREW 1 I R-VALUE: BASED ANCHOR WITH 16"« — I I _ I I I _ I I I _ I • I IT, •• 1 I • I I • tin.EMBEDMENT LENGTH � � I � � � I • O � � I I • — — I1 I I I I ' I I I I 3/4"APA PLYWOOD — ` 1 SHEATHING W I I I 1 1 1 1/2"APA RATED SHEATHING 1 I GRADE PLYWOOD I �1 I • I I •• I I • 1 I �1 I • V 1 I I (ALTERNATIVIVE:7/16"0.5.8.) I 7 I ` � 1 / 1/2"APA RATED SHEATHING I I GRADE PLYWOOD 1 I I I I / (ALTERNATIVIVE:7/16"O.S.B.) ) J w >rnn 11I 3 V Z FASTENER NPE: SPACING: I I I ! I ! ( I I d l f ` 2X4 DFDS No.8 WOOD-SCREW `\ /) `` STUDS BASED ANCHOR WITH 10"« 1 / l 11/2 1 1/4 WINDOW SILL tin.EMBEDMENT LENGTH I• I 1 f OI ( ( • ' I ••I' I •I ( • r 1 1/�V. D O O TYPICAL WINDOW OPENING No.lOWOODSCREWS ( \ I ( W.C. ��D�� C, BASED ANCHOR WITH 12"« � I � I I I � I I 113- W (] PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I I I 1 THAN 4 FEET 1/4i..dia.LAGSCREW i I i I 1 I ( I I ( I I I I SH ER BASED ANCHOR WITH 16"« ( I + I f A O tin.EMBEDMENT LENGTH VVV _ I — ('�r R 2017 O 'n TYPICAL DOOR OPENING 3 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2• FASTENER SPACING: C O I 11/4 2 2X4 DF STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER VIM STAINLESS STEEL BASED ANCHOR WITH 8"OC �� °t' a��t n THAN 6 FEET OR GALVIN=BOLTS W/WASHERS tin.EMBEDMENT LENGTH 3 AND NUTS @ 2`0"O.C. j 0 j.VN 01 �v j �� UT No.10 WOOD-SCREWS le �J TYPICAL MULTIPLE OPENINGS tin.EMBBASEDANDMENTLCHOR N 9"« EDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 4 1/41n.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"« THAN 8 FEET tin.EMBEDMENT LENGTH SLOPE„1/4„PER FOOT PITCH TO DRAIN WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TOAPROVED t ,, C DRAWN: MH/MS ��`' �a �' SCALE: I/4"=1'-0” "~ AS PER SEC. 1609.1.2 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) TRAP"HOUSE SEPTIC SYSTEM ,J�1 "'� JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" rv,; IEt g April 05,2017 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO a ;,' � 4q SHEET NUMBER: 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 PLUMBING SCHEMATIC CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.T.S. REVISIONS NOTIFY T'I!C) 2. FRA!v', dla 3. Iiy:�UtlMON 4. F, d .: 0 000 L THE ALL COr._ ,r:u i,-) REOI,�':!?F.MEi d T S OF Tl. "n�JF:S OF iii!='v'� ` YORK STATE. NQ;' FOR DCS!G'd 0;; COi'4STRUCTVDN ER ,ORS, Vie`.✓Dr S woo- go, j �.�.,,,...._.d.,.._�-„��,,_E��r'�'.'_-�--'•:.s'�"`�'.��'_}itis i.: �\ � °' k i � M H FMLn' a M 'ilprx ICY OR u TIT �- o t EI” UNLA IcUL ` I °BOUT CERTI'I�ICATE IL 11 lLn 0 OCCUPANCY ~ CE',�TIFICATION P`If°li5EI f EFORE -fir,t !JFAo CONTENT B rt PLUMBING FRONT ELEVATION OCCUPANCY z ALL PLUMBING WASTE � � `�' O "ATE R 1-1"!7:S i'`:F::� p�rTFR SCALE: 1/4" - 1' TES"i'iLEFOi',_COVERIiJG EXCEED 2/10 OF 1% LEAD. 1.4 �, w w � a C) � Q o^ w O w - Z Z O � O � ATO O i+l III 11-Hill H- 1 11 11 111 111 ITIIIU 111 11 11111 \egED 7J DRAWN: MH/MS �- N SCALE: 1/4"=1'-0" LEFT ELEVATION JOB#: � `"'� � March 09,2017 SCALE: 1/4" = 1' F 339 Q' Q SHEET NUMBER: NES REVISIONS r 00 00 r r r ♦ r r r r > r r r r r r r • o , , t ♦ , , ♦ I , ♦ , r 1 ♦ , I 1 ♦ r ♦ r1 r ♦ 1 t-1 r r H ♦ , 1 I N � M a s U z ♦♦`♦,` 1 1 i U0 O 1 \, ♦` 1 t 1 t'�1 � � V � ♦ 1 t 1 � � S ♦+ 1 1 � U , 1 1 1 1 I I 1 I , 1 1 , 1 1 , I I 1 1 1 ' 1 ------------ 1 1 1 1 1 I 1 1 1 1 zz 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 i 1 IIII FH� a 1111 IIII O 11��l`t 1111 r. O 1111 , 0 1'\fir_\/1I�(1\�\1' 1 1111 w / 1 III , 0 1 1111 1 � I 111 GC TO VERIFY EXrEQUIRED ilii GC TO VERIFY EXISTING FOOTING (MIN.30"X30"Xi�i� (MIN.30"X30"X12"REQUIRED) x REPLACE AS 1111 REPLACE AS REQUIRED Int INSTALL(1) /8"X#"STEEL FLITCH P TE,If ---- --------- --- -- ' — -----'-- ---'--------- ---'-- --'-------- -------- ------------� 1 --- -------- --- -- `______ -----x=- --- --------- ---- ----... — .---'--------- ---C-- -- --------------C— ———— ———————— —————— ————— ——————— ——==== i7R EX.(3)2X8 IRDER ' ' > EX.(3)2X8 GIRDER 1 1 t 1 1 1 I 1 1-3/4X7-1/4 ML 012"0C FL C LATE OPTION: 111' (FORMER GARAGE) Fv un - ` x O PLATE;INSTALL LALLY nn w z0 COLUMNS w/2'X2'XI'FTG iliiEXISTING F1 O UNDER POSTS ABOVE 1n1 w 1 I 1 O0 W Q� , un , I !R! U' Z nn 1 ---INI---+ 0 IIII O J 1111 ` O 1111 rT 1 CD LL CD #5 REBAR @12"OC ilii w &AT FTG.(TYP) 11' O ® nn Int O nn (n nn ACCESS OPNG `c�'CERED ARC' 8"PC WALL DAMPPROOfED i i v " w/16"X8"FTG. INSTALL ON 2X6 ACQ PLATE ; ° 1 dat►, ' DRAWN: MH/MS (2)#5 REBAR if a w/TERMITE SHIELD& 411114it) * 1 3'BELOW GRADE; ° ; SILL SEAL(TYPICAL) N - ) * SCALE: 1/4"=1'-0" v JOB#• �A �fJ 33g OQ� March 09,2017 I SHEET NUMBER: -------------------------------- ----- „---------------- FOUNDATION PLAN �-------------------- QF `L L � - , NES SCALE: 1/4” = 1' e Z REVISIONS 0 �,y N ,w co- J� O o0 r� u m x s EX. DECK O erL1 H H a � x � o o Q O loo ► ► v� HH � 1001 N EX. BEDROOM � w EX. KITCHEN EX. DINING ROOM EX. BEDROOM ► ► Q Q EXISTING GARAGE Cj o W EX. BATH ---------------------- C:)0 0 o } EX. LIVING ROOM z0 J O dp' � • Fri � t O EX. BATH \/ O /\ �.�ERED,q,,� O G� vV i N cy EX. BEDROOM (p N * DRAWN: MH/MS EX. PORCH - SCALE: 1/4°=r-O^ .9 0 y23 ,g EXISTING FLOOR PLAN Fo�NEW�GQ- M arch OB#: EXISTING SHEET NUMBER: SCALE: 1/4" = 1' REVISIONS 0 0 O00 �O O ti N a M M EX. DECK +� t ozLo u x .Szt w TW3046-2 EGRESS (2)2X10 HEA ER I 1 1 O I I I I I I NJz� I 1 1 1 1 I I O 1 I I I loo I 1 I I ---- -- -------------- --------------- I 11 1I H OO 1 1 I I BEDROOM EX. KITCHEN ; ; Zce EX.BEDROOM W RELOCATED d I I x v 1 1 1 i Lu I I 1 I I 1 I I I 1 I 1 I I m I o 11 11 W v 11 1 1 /""1 O O I I I I /�---� I 1 1 O oc J ;.;N I 11 a N -j _ N Lu N I `O a, (2)2X8 FLUSH BEAM - (2)1-3/4X16 ML FLUSH BEAM ui 8 0 0 C) -4-1 a — = r u N^ III C W 11 H °C z Q w W ( i EX. BATH 1 11 J O I I LI O �, O 00 '1' N z c 2X12 VALLEY PLATES I y N EX. LIVING ROOM I I I I Wv I 111 1 I 1 I P\ 2 11-7/8 ML F SH \/ EXIST. 1 O BATH __ CATHEQRA cI p _____ --- _ EX. BEDROOM O -- ------ --- -------- -- ------------ - > z -------- ---------- -- - QEXISTING Z Q z _ BATH �17 O C1&RR O J I u') • C V , I �, o + ^( SHOWER ;�, EX. PORCH Q O (2)2X101 E DER O� MATCH OPPOSITE SIDE WITH WINDOWS CONTRACTOR TO VERIFY SIZE IN FIELD � -R E014 6'-7" 6'-7" �`COVINcy Af 3'-2" NAME: EXISTING: ADDITION: TOTAL: `SC DRAWN: MH/MS CONDITIONED SPACE: 1088.3 SQ.FT. 72.0 SQ.FT. 1464.8 SCALE: 1/4"=1'-0" SQ.FT. x I� N FLOOR PLAN _ N JOB#: GARAGE: 304.5 SQ.FT. [CHANGE TO CONDITIONED SPACE] `-� March 09,2017 " — ' FRONT PORCH: 41.9 SQ.FT. 41.9 SQ.FT. � 223 0 SHEET NUMBER: SCALE. 1/4 - 1 OF NEIN REAR DECK: 568.1 SQ.FT. 568.1 SQ.FT. A-4 REVISIONS REPLACE EX.RIDGE w/(2)11-7/8 ML STORM WATER MANAGEMENT DETAILS SISTER 2X12@16"OC TO EX.RRs INSULATE RRs ROOFING TO MATCH EXISTING (2)2X POST w/R49 30#FELT,ICE/WATER BARRIER �q • NEW ROOF AREA:178 SQ.FT. N.T.S. 4+-0" 1/2"CDX SHEATHING V O AT 100%WATER RUNOFF:30 CU.FT. (CEILING) 11-7/8 ML RIDGE PROVIDE(1)30'DIA.X 36"DEEP DRYWELL INSULATE RRs (OR EQUAL IN VOLUME) w/R49 2X8 C1 @ 6-OC 2X12 RR CAPACITY:39.CU.FT. @16"OC (2)1-3/4X11-7/8 ML FLUSH BEAM MATCH EX.PITCH OGEE GUTTER-STANDARD 5" &OVERHANG OYP) NOTES: O 1).EXECUTION: civ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. INSULATE PER CODE AND INSULATE WALLS AND CEILING / / NEW EXT.WALLS- z).PREPARATION: AS REQUIRED BY 20151ECC (FORMER GARAGE)AND REINSTA / // SIDING TO MATCH EXISTING REQUIREMENTS. NEW DRYWALL THROUGHOUT w/UNDERLAYMENT U Ln �y / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR CONTRACTOR TO NOT -0-) y/ �/ 1/2"SHEATHING ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. MAKE INSULATION OR // j 2X6 STUD WALL @16"OC f_, M C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. STRUCTURAL CHANGES U xo Z Ln LL WITHOUT ARCHITECT'S / /j INSULATE EXT. 3.INSTALLATION: ® ® ® ® ,� O o A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. APPOVAL INSULATE FLOOR y WALLS w/R20 1).R TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. W/R19 , / +�G C' 'Z tj 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. INSULATE EXT. ,� x a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 2X6 ACQ SILL PLATE U - ACCESSORIES. WALLS w/R20 3/4"SUBFLOOR B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT TERMITE SHIELD .mom \ CONNECTORS. AM= SILL SEAL Q 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 1-3/4X7-1/4 ML @12"OC z 0 CONNECTION WATERTIGHT. A e. a e. a e. a ♦. a e. a e. s s � DRY WELLS TO BE 10'MIN. 4).PROTECTION: EXISTING 8"PC WALL AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. EXISTING D EXISTING DAMPPROOF B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL .y D; D; Z COMPLETION. ,� .� 2"CONC.SLAB ., to 00 0 ° 0 c ° 16"X8"CONC.FTG. w (2)#5 REBAR z CROSS SECTION uF_ SCALE: 1/4" = V H H b � O Q W v1 AU PRESCRIPTIVE DESIGN PER R402, 2015 IECC: z Z z" 2^ 2' FLOOR SPACE CEILING V1 R-VALUE R30 R-VALUE: 49 Z U W ) ' FENESTRATION � ft I I IF FR TOO SMAO ING MEMBER IS R19 U-FACTOR: 0.35 O 11 I/ 0 U' f I I 11 0 • + •• II ' • )IFRAMED WALL GLAZED LQ.1 U FASTENER TYPE: SPACING: I I 1 ) R20 FENESTRATION 0.40 No.8 WOOD-SCREW R VALUE: BASED ANCHOR WITH 16"OC SHCR: 21 I ' I ( f ' f I ( ' 1 1 / ' n.EMBEDMENT LENGTH ' I /� I I ^ J I f No.10 WOOD-SCREWS 1 11 I ' 1 �1 •• 1 j • r I f I 15 SKYLIGHT (CONDITIONED SPACE) 10/ 0.55 BASED ANCHOR WITH 16"Oc ( I I 1 ( I I ' ,I I I U-FACTOR: tin.EMBEDMENT LENGTH I I I I 11 I I I I I 1 I I) I I ( R-VALUE: 1/4in.dia.LAGSCREW (1I (I , _ I I I _ I I I I • I I • BASED AN WITH 16"a ] tin.EMBEDMENT LENGTH JII 1 314"APA PLYWOOD \ 1/2'APA RATED SHEATHING SHEATHING' 1 / t GRADE PLYWOOD I �\ I I • I I \ • I I 1 / (ALTERNATNNE:7/16"0.5.8.) Y I O IR"APA RATED SHEATHING I I I I GRADE PLYWOOD • I ' O I (ALTERNATNNE:7/16" l / LUW I I I / I l ( I/ • I ( ( I • / 3 z I SyII (f jI —` IIit �I�/ ••Ir II( ( ( I` •• I/ I( (' l\\ ••I'1 (I p'� Jz FASTENER TYPE: SPACING: 2X4 ,,/4 Z No.8 WOOD-SCREW HTUDS ,va p Q BASED ANCHOR WITH 30" tin.EMBEDMENT LENGTH OC OWINDOWSILL No.lowoosEs r) EVI(N TYPICAL WINDOW OPENING IT BASED ANCHOR WITH 1r OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT ! � THAN 4 FEET I IrL QO . . BASED ANCHOR WITH 16"OC vJ2nEMBEDMENT LENGTH 3 TYPICAL DOOR OPENING FASTENER TYPE: SPACING: 11/4 2 N 1r T1 MULTIPLE PLYWOOD ASSEMBLIES � - PANEL SPAN GREATER THAN 4 FEET C.O. AND EQUAL OR SMALLER 2-2X4ERWISTUDSCONNECTED BASED ANCHOR WITH B"OC 3 223 9 Q� TOGETHER WITH STAINLESS STEEL No.8 WOOD•SCREW THAN 6 FEET OR G`AND MITTS IZED BOLTS z-O"C. BAASHERS EMBEDMENT LENGTH No.10 WOOD-SCREWS O TYPICAL MULTIPLE(OPENINGS BASED ANCHOR WITH TOC �F N1 N 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in.da.LAGSCREW 4 AND EQUAL OR SMALLER BASED ANCHOR W[TTi I6"ac SLOPE"1/4"PER FOOT PITCH TO DRAIN THAN 8 FEET tin.EMBEDMEM LENGTH �[ � DRAWN: MH/MS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4"C.I. SEPTIC SYSTE`/ TO ACSYSTE SCALE: 1/4"=1+-0" M AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) TRAP HOUSE JOB#: March 09,2017 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO PLUMBING SCHEMATIC SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. N.T.S. Lu HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 'V J REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD d BOTTOM PLATE O RIDGE LEDGER BATH TUB 00 0 o°O HEADER DOUBLE JOIST �--� SIDEWALL L_J RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO i SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION IRAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 i-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD r 2X10 LS210 11890. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q N WALL STUD U a � e=•1 THROUGH-ROOF EXHAUST •� ��] VENTS SELECTED AND (� m LOCATED BY CONTRACTOR ' w METAL STRAP Ln VENTILATION CHANNEL U RIM BOARD AS REQUIRED O o RAFTER SILL PLATE(S) U ' RAFTERS MAINTAIN L " n VENTILATON WOOD JOIST U �^ FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING � 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL RAFTER ~ WOOD JOIST TOP PLATE GIRDER/HEADER U 1ST. FLOOR WALLSTAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST r--+ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 7 Z INSTALL 4'0" O.C. -+ 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION H� C ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS FSI 8" - 16" MSTA48 1-1/4"x48" 16g0. STRAP AND JACK STUDSCONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD {^•� DBL. SILL PLATE TERMITE SHIELD i �— SILL GASKET r f 7 ' TYP. CONC. FOUNDATION A ` CONC. SLAB DAMPPROOF EXTERIOR C 6 MIL. POLY - V y GRANULAR FILL , , 3 ��'��Rq 6MIL POLY ON EXTERIOR o. • V STEEL COLUMN � t v � � CONC. SLAB • G I • G 'O a -�•• ` `,�� ' v ltN ° r v ANCHOR BOLT EMBEDMENT: // II Q' °',• C �'a POURED CONCRETE: I % � A y COMPACT FILL ie r BLOCK WALL: 15" %, r>: 1 0 h. V 1 KEYWAY FOOTING a V P C N �'a •• a CONC. FTG, o' 6�• , '� • �'� • USE WITH 30 SQUARE WASHERS N � ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) % � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT r I ' I O } DRAIN TILE 39 • �p • ANCHOR BOLT CONNECTION 23 SUPPORTING MAXIMUM SPACING � 1 SILL PLATE TO FOUNDATION 1 STORY 72" OC F N EW U` Z CRAWL PACE OR FOUNDATION) TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC 0 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL PACE OR FOUNDATION J J WALL BOTTOM PLATE TO FOUNDATION0 1-2 STORIES 57" OC fTl (SLAB-ON-GRADE) 0 �—SUBFLOOR O CONC. SLAB DOOR FRAME O 6X6 10/10 WWM GARAGE JOIST COMPACT FILL I DOOR I USE 2X8 STEEL BEAM ^� FOR BLOCKOUT 4" SLAB d • ,• ,• P.T. PLATE I �/ ` W/ 6X6 WMM \ SLOPE / 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT `• < 1 • • 7 1/2" (WITH A NAILING PLATE IF NEEDED) • •��" d• -" ' • e• :• ••• . • TO BE APROX. 1/2" OR HIGHER THAN t •_ • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ` Q t�-'a-s--ct �' '• , , r.�. K2 4 , • o •C • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 'fl t• o �' a a a 0 . • . • . .. i 6X6 W.W.M. 'i : �"►� �' • ='I MIN. s L° e o ,n �,e �,° �,r • . n n _ MH/MS 12" REINFORCING BAR +��•�ea �w e• DIST DRAIN SCALE: 1/4`1=1�-011 DRAIN TILE �� I • ° -REINFORCING BAR a�. . C/\,• 0•s p•• - - STEEL BEAM JOB#: 12" ° '• March 09,2017 e . • PLATE (BOLTED TO BEAM) SHEET NUMBER: e TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE D-- PLAN CONTENTS: 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 RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-Bd 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 0 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ° OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60oO0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 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 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 NOTES GAURDRAILS ANY DIRECTION 200 N QTY. SPACING 7� precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL U LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 tv rn � ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE i m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE p 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 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v' or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL Sy m.: O eso attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 16"O.C. FACE �C 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 Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMOI, PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST,BAND 101ST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING FOOT GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON �' g 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 2-Sd COMMON EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1--1 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 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 o Where a ride 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.0 8d COMMON 12"O.C. ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON @ @ NOTE:2 FOR PANEL FIELD � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P p g (� 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: 3-8d COMMON - 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z 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 grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOISTNAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. [--i " 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For O C) 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. h--1 U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: Q NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Hd COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a mi WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 nimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING• openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5 .All flush beams headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall vY ty g gers PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 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 T� Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. I WALLBOARD 10"O.0.FIELD 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. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: O W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 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 provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Z QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. z Q 1"OR LESS 12"O.C.FIELD 0 J 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED �"i J O under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U-) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Z and to form an effective fire barrier between stories,and between a top story and the roof space. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. S needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O O equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor w U) 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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 -EFtE D �T CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CJ� q� Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. O� Ev IAfi Cy 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural �/ SC' adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Q' yLL over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 7 n 1).All electrical to be installed as per N.Y.S.Residential Construction Code. * � ;0 -I 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and g 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces l ' N 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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ; DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot. -y • c,� ,_ , „ 3).All electrical work to comply with 2014 NEC. .�- SCALE: 1/4'-1-0 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of �. 22339 SOIL COMPACTION: flame and products of combustion. Q� JOB#: 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 OF N EW\( torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR March 09,2017 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS('TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY As7 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.