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Home My WebLink About44744-Z rµ"2: �pguFFOIK�pGy Town of Southold 3/17/2022 a P.O.Box 1179 o - r� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42922 Date: 3/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Properly: 1500 Deep Hole Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-12-21.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/18/2020 pursuant to which Building Permit No. 44744 dated 2/28/2020 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: additions and alterations, including garage and covered porch,to existing singley dwelling as applied for. The certificate is issued to Cammann,Philip of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44744 6/9/2021 PLUMBERS CERTIFICATION DATED 6/7/2021 Kevin Rempe Plumbing Heating ut ri ed ignature TOWN OF SOUTHOLD ��o�So4FQ�,��oGy BUILDING DEPARTMENT N s TOWN CLERK'S OFFICE "� • g' 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 #: 44744 Date: 2/28/2020 Permission is hereby granted to: Cammann, Philip PO BOX 144 Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per DEC and Trustee approvals. At premises located at: 1500 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.-12-21.3 Pursuant to application dated 2/18/2020 and approved by the Building Inspector. To expire on 8/29/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $932.00 CO-ADDITION TO DWELLING $50.00 Total: $982.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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. February 13, 2020 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1500 Deep Hole Dr Mattituck House No. Street Hamlet Owner or Owners of Property: Phillip B Cammann Suffolk County Tax Map No 1000, Section 115 Block 12 Lot 21.3 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 ant S' na re Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Philip Cammann residing at 1500 Deep Hole Dr. (PO BOX 144) (Print property owner's name) (Mailing Address) Mattituck, NY 11952 do hereby authorize Pamela H Pospisil of (Agent) Pospisil &Brown Architects P.C. to apply on my behalf to the Southold Building Department. 2-12.0,;?- (Owner's ,2(Owner's Signature) (Date) (Print Owner's Name) L ANNEMARIE GULI y t Z2 c L02O NOTARY PUBLIC,STATE OF NEW YORK Registration No.01GU6297375 Qualified in Suffolk County Commission Expires February 18,2022 *OF SO!/r�® �O l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinO-town.southold.n us Southold,NY 11971-0959 y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Philip Cammann Address: 1500 Deep Hole Dr city,Mattituck st: NY zip: 11952 Building Permit#: 44744 Section: 115 Block: 12 Lot: 21.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic - X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 16 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 3$ CO2 Detectors Sub Panel A/C Blower 2 2x2 LED 4 Ceiling Fan 3 Combo Smoke/CO $ Transformer UC Lights 37' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 55 4'LED 11 Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro / Hood, In Wall Heater, Iron Station Notes: Two Story Renovation and Garage Inspector Signature: Date: June 9, 2021 p 9 S.Devlin-Cert Electrical Compliance Form So(/Tyo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ell- Southold, Southold,NY 11971-0959 um BUILDING DEPARTMENT DD TOWN OF SOUTHOLD AUG - 3 2021 BUILDING DEPT. TOWN OF SOUTHOLD 9ERT1FI,CAT.1O_N Date; Building Permit No. Ll Lt� Owner: (Please print) ..Plumber: (Pleas print) I certify that the solder used in the.water supply system contains less than 2/10 of 1% lead. (Plumbers ignatuFe Sworn to before me this day of � �Ny o� / - Notary Public,._ ::County: CAAMD C. &V=AK k twy pulc.ftts of Nome Y.* Q�d w T BOE soars o� O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST " [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ =] -INSULATION/CAULKING [ ] FRAMING/STRAPPING- FIREPLACE STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Yt7 INSPECTOR �a0f SOUry� # # TOWN OF SOUTHOLD BUILDING DEPT. `yconm '' 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: J •w v �n E DATE INSPECTOR / pp- a0F SOUIH Li 15-0 a s -- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE h` h-0 INSPECTORS 1 � a0E 50(/ly -- f TOWN OF SOUTHOLD BUILDING DEPT. ou � �� 765-1802 rm. INSPECTION [ ] FOUNDATION 1 ST [ VROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ti ( ✓l �o &1A , DATE 'y 7�O> ANSPECTOR /� l apF so f TOWN OF SOUTHOLD BUILDING`DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] XSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE& CHIMNEY [ -] 'FIRE SAFETY INSPECTION . -[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: % J (6ols 6. Qv DATE NSPECTORIJ4. Q014i OF SOUIyO �� '✓��/ ��/�py��/�/ # # TOW OF SOUTHOLD BUILDING DEPT. °��roum 765-1802 - INSPECTION .. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT--PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: /he DATE INSPECTOR. P®SPISIL &BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD 1968 TELEPHONE: 631-283-3465 4 } FAX: 631-283-3593 AUG 3 1 2020 July 13, 2020 R W�ID71TV"I RUPT. Ro Chief Building Inspector,Michael Verity Southold Building Department 54375 Route 25 Southold, NY 11971 Sent via email Re: Building Permits #44744 and #44746 SCTM#1000-115-12-21.3 Dear Mr.Verity, We are the architects for the Cammann project located at 1500 Deep Hole Drive in Mattituck and reference above. I understand due to the CoVid shutdown,the building department has a three week lead time for making inspections. I also understand, as the architect of record, I can inspect the work and submit a letter certifying the work has been performed according to the drawings and specifications. I writing,therefore,to inform you I have examined the dampproofing of the foundation walls for the project and the work was completed according to the plans and in accordance with the NYS Building Code. The contractor,Jeff Hallock,will contact the department to ensure this letter and attached photos satisfy your need prior to backfilling the foundation. Should you have any questions,please feel free to contact me. G�yCEREO yi Truly Yours, NOLIIAES TF0� a Pamela H. ospi it President 0 84� �� Pospisil &Brown Architects,P. C. '1 P®SPISIL & BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD ® 59- —�ov'g-� SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-283-3465UFAX: 631-283-3593 AUG 3 1 202 mmq7yrpy�g�p�rr �y�v July 2, 2020 B 4J P_A��11?rNTG DEP A. Chief Building Inspector,Michael Verity Southold Building Department 54375 Route 25 Southold, NY 11971 Sent via email Re: Building Permits#44744 and #44746 SCTM#1000-115-12-21.3 Dear Mr.Verity, We are the architects for the Cammann project located at 1500 Deep Hole Drive in Mattituck and reference above. I understand due to the CoVid shutdown,the building department has a three week lead time for making inspections. I also understand,as the architect of record, I can inspect the work and submit a letter certifying the work has been performed according to the drawings and specifications. I writing,therefore,to inform you I have examined the footings, poured 6/26/2020, and the foundation walls for both the house and garage,poured 6/29/2020 and 6/30/2020 respectively. Concrete of 3500 psi was used. Construction was completed according to the plans and meets NYS Building Code. The contractor,Jeff Hallock,will contact the department to ensure this letter and attached photos satisfies your need prior to damproofing the foundation. Should you have any questions,please feel free to contact me. RED AR Ve Truly Yours, �4' N M Fg A �A �,/ b P mela H. Pospi 1 President s; °18405 Pos isil &Brown Architects P. C. F OF � � Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1500 Deep Hole Drive,Mattituck NY 11952 Test Date 6/4/2021 Building Permit#: 44744 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutio _ t � NATE ID# 187 East Main Street ® ICC ID# Huntington,NY-11743 3 202 BPI# 631-673-0664 �uG Building Envelope Tightness 10t ,� ��®L� Volume Calculation : 'Kos Check if.- Floor fFloor Area Volume Conditioned Basement Basement 1324 10592 ❑ Conditioned Crawl Space 1st 1324 10261 Sealed Attic 2nd 875 7438 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 8028 arga4KIludes areas where the ceiling height is less than 5 Total Volume 36319 t' CFM @50 pa 1365 Air changes/hr@5 pa 2.26 CoeCompliance: Pass Duct Tightness: Post Construction T otal Duct eakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has,b'een'verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IEC asan ended=by 2020",New York State Supplement,Section 4033.4. Signature: Date: 6/4/2021 Christopher,SiMii;r 16'1 Solutions �: N Foundation "AW Leges - @•------Q sherAtictalfteAanrnnk M® 0 G GdaRegsle+Abse v r a 5 Sup Riser 8x10 ,x Ret Riser r 7„ 4„ �14" 8x10 8x10 I. 6„ 24x 10 7"t Ret Riser K Sup Riser r 14r. _Basement 1_ £ 10 8x10 ---� - ]6x48--__ i - 20„ 6„ ✓ s kt Ret Riser — — ` — — — — — i' 16x]8 9 1, 9„ 9" 6„ Basement 2 L 6„ 6„ �. v � r F t t 5 F Job#: 1500 Deep Hole Drive Home Energy Solutions Scale:'1 : 108 Performed by Marvin Murillo for: Page 1 187 E.Main St Right-Suite@ Universal 2019 1500 Deep Hole Drive Huntington,NY 11743 Mattituck,NY 11952 9 19.0.09 RSU25299 Phone:631-673-0664 2020-Feb-04 16:19:44 www.home-energysolutions.com GDLaMay3@gmail.co ...I J-S-D Deep Hole Drive 1500.ru N 2nd Floor NecAaacal legal j Sneel6�d 5uPGMT� . s edUaWRe=TA 59 cfm Mit Elh swwrsu�xs� 62 cfilt mama 5" vr�aaartze�i�e Master Bath Laundry 47,9,cfrn. 59,cfin .•. , Ret Riser 14" 5„ Hall 2 Slip Riser t 8.r 10 OTB/Stairs k'' 7,- J4 88 cfn 88 cfm 8x10 4x10 6,6, set,oWalk InCl va 9,cfyn 6,. Master Bedroom Job#: 1500 Deep Hole Drive Solutions Scale: 1 : 108 Performed by Marvin Murillo for: Home Energy Page 3 187 E.Main St Right-Suite@ Universal 2019 1500 Deep Hole Drive Huntington,NY 11743 Mattituck,NY 11952 g 19.0.09 RSU25299 Phone:631-673-0664 2020-Feb-04 16:19:45 www.home-energysolutions.com GDLaMay3@gmail.co I,J-S-D_Deep Hole Drive_1500.ru Verity, Mike From: Pospisil Pamela <php@pospisilbrown.com> Sent: Thursday,July 02, 2020 1:32 PM To: Verity, Mike Cc: Cammann Philip B.;jnh7753@aol.com Subject: Re: 1500 Deep Hole Drive, Mattituck SCTM #1000-115-12-21.3 Permits #44744 and # 44746 Attachments: Cammann - Signed Foundation Insp Ltr 7-2-2020.pdf Dear Mr. Verity, Attached please find a letter of inspection as well as photos of the footings and foundation for the above referenced project. Upon review, please let me know if this satisfies your requirements and if the project can move forward. Thank you very much for your attention to this matter. Best Regards, Pam Pospisil Pamela Holmes Pospisil,AIA Pospisil&Brown Architects, P.C. 141 Hampton Road Southampton, N.Y. 11968 Tel: 631-283-3465 Fax:631-283-3593 php .pospisilbrown.com -WORM" ♦ f' 1 ir! s a • a :;" .yy - is � ,•f1 .Y. ? W ♦ J .... Ire fps NIL 0 V A U G 1 2020 DEPT. Tv., F-TWOLD AUG 1 ?020 TO-!"' B'J�$.PTP't�',DE". p!�' 4 r, 4 i L a DVR n LfJ AF^ ^ 1 ?020 Verity, Mike From: Pospisil Pamela <php@pospisilbrown.com> Sent: Tuesday,July 14, 2020 3:40 PM To: Verity, Mike Subject: Dampproofing -1500 Deep Hole Drive, Mattituck SCTM #1000-115-12-21.3 Permits # 44744 and #44746 Attachments: Camman letter 7 13 2020.pdf Dear Mr. Verity, Attached please find a letter of inspection for the dampproofing of the above referenced project. Photos of the same are also attached. Upon review, please confirm this satisfies your requirements and the contractor, Jeff Hallock can proceed with backfilling. Best Regards, Pamela Pospisil Pamela Holmes Pospisil,AIA Pospisil& Brown Architects, P.C. 141 Hampton Road Southampton, N.Y. 11968 Tel:631-283-3465 Fax:631-283-3593 ph P(a)pospisil brown.com w ' r,.►x':,., is 0s 1 .a. .a • k Ita _A M � • w t1 r a t �, •r � r r f � ` t A 11 _ 3 74`� .E�`-''� 4`" -"}''gti�`"- _i E e'y'�'` ' v •r,. i. '•4�.' 't ;ley - w•''ff� ; -4 k", #s!m ryra R-1,. '• ., . s,� �•, �. ,� •. 7/ 4. , r Jr ice'- . . t f IT I Will 1 1 11 h ar .. st 4 t ; t s ? 1 a t i. ! f g nr �a U o WO o A �N �a 3 D A U 9; 3 1 2020 p,jj ,,,lt 4G DEFT. s �i AUG 3 1 2.020 BjjE- PTC DEFT• r ,Tii..®LD D FM:iCHVR A U S 1 2020 BUI �TC.DEQ. �� i� .r _ _.,. �.. i� - �,� ia. z'� jl r,�'? �'��;++,��f ;F,• ��., .,��, � �,.��,, i��•��+ S!. .... �ui a(r k4: P�, % ��. +� f '`S'�= .,�. i........?....�_.. xm F�.. s ��1" n .�,` h+ ,';. z 1fM�, i. I f limbrI 1 lk- i I 44 s ' lop .>. .VIA& 1 rb REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1500 Deep Hold Drive Ashley Hancock Mattituck,NY 11952 Pospisil &Brown Architects P.C. 141 Hampton Road Southampton, NY 11968 631-283-3465 Ashley@pospisilbrown.com . . Compliance: 3.0%Better Than Code Maximum UA: 268 Your UA: 260 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Hot Roof:Cathedral Ceiling 1,206 30.0 0.0 0.034 41 Exterior New Wall:Wood Frame, 16"o.c. 1,584 21.0 0.0 0.057 74 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 267 0.300 80 SHGC: 0.30 Door 1:Solid 20 0.450 9 Garage Wall:Wood Frame, 16"D.C. 272 21.0 0.0 0.057 14 Door 2:Solid 20 0.200 4 Wall 3:Wood Frame, 16"o.c. 80 0.0 0.0 0.238 15 Door 3:Solid 18 0.200 4 Over Uncondition Basement:All-Wood J oist/Truss:Over Unconditioned Space 267 30.0 0.0 0.033 9 Over Garage:All-Wood Joist/Truss:Over Unconditioned Space 289 30.0 0.0 0.033 10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been de igned to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirem nts listed i t e EScheck Inspection Checklist. motrUl'n v L Ila-. 'i2020 Name-Title Sig ature Date Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Pagel of 9 00^J P REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified t Field Verified'' # Pre Inspection/Plan Rev�einr _ t- Comphes7 Comments/Assumptions._, 1- 103.1, ((Construction drawings and t f ❑Complies :Requirement will be met. 103.2Edocumentation demonstrate ,, r ❑Does Not [PR111 energy code compliance for the J I building envelope.Thermal j.; [:]Not Observable envelope represented on , ❑Not Applicable (construction documents. a,- 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate -_ ❑Does Not 403.7 energy code compliance for 1 [PR 311 lighting and mechanical systems j; ❑Not Observable CID) Systems serving multiple '; []Not Applicable ; i dwelling units must demonstrate - �pcompliance with the IECC ^ iCommercial Provisions. ; 302:1;' : a ;Heating and cooling equipment is; Heating: ,lHeating ;❑Complies ;Requirement will be met. 4.037 ".. sized per ACCA Manual S based Btu/hr Btu/hr ![]Does Not [FR2]2; on loads calculated per ACCA 9';.:, ,:; • ,�Manual J or other methods I Cooling: 1 Cooling: 1❑Not Observable approved by the code official. Btu/hr Btu/hr :E ]Not Applicable ; I 1 1 1 I I 1 1 I I 1 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) {2 Medium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Page 2 of 9 # Inspection �.ic �ntsiMgWnption-1, . . 'ommo "&,A0cIiIW A protective covering is installed to ;,E]Complies ;Exception: Requirement is not applicable. 0-I I IV;, protect exposed exterior insulation �[]Does Not and extends a minimum of 6 in.below grade. 1,C]Not Observable:, :E]Not Applicable 1 4 ;,IE]Complies ;Exception: Requirement is not applicable. ., ISnow_and ice-melting system controls,; [F9 ,"I. installed. :[]Does Not i 0 ONot Observable! :E]Not Applicable 1 Additional Comments/Assumptions: I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Page 3 of 9 ` -§4 1116it 402.1.1, 'Door U-factor. U_ U- �E]Complies :See the Envelope Assemblies 402.3.4 PDoes Not I table for values. bNot Observable :E]Not Applicable 402.1.1, !,Glazing U-factor(area-weighted U- U_ ;,E]Complies See the Envelope Assemblies table for values. 402.5 :IE]Not Observable 1 303.1.3 U-factors of fenestration products :Requirement will be met. or' c Does Not JwIth the NFRC test proced re or 1 taken from the default table. EINot Observable Applicable 402.4.1.1 IAir barrier and thermal barrier IE]Complies Requirement will be met. [FR2311 I installed per manufacturer's E]Does Not EINot Observable EINot Applicable 402.4.3 Fenestration that is not site built [komplies :Requirement will be met. [FR20]1 'is listed and labeled as meeting E]Does Not or has infiltration rates per NFRC Ii,� []Not Observable LINot Applicable 1400 that do not exceed code ,4_2 �IC-rated recessed lighting fixtures !Exception: Requirement is h s Not !not applicable. AUDoe _I sealed at housing/interior finis JE]Complies and labeled to indicate:s2.0 cfm I ea age at 75 Pa. 'JE]Not Observable ElComplies ;Requirement will be met. 403.3.1 ',Supply and return ducts in attics 1,'" '. [FR12]1 !insulated >= R-8 where duct is E]Does Not i >=3 inches in diameter and >— EINot Observable 111-6 where<3 inches.Supply and ONot Applicable return ducts in other portions of Ithe building insulated >= R-6 for 'diameter>= 3 inches and R-4.2 i :for<3 inches in diameter. Q�3�5` Build ElComplies :Requirement will be met. 4 ing cavities are not used as IFRI.W ducts or plenums. []Does Not ,E]Not Applicable _�HVAC piping conveying fluids R- R- i0complies ;Requirement will be met. IFR17] %j above 105 9F or chilled fluids bNot Observable 403.4.1 :Protection of insulation on HVAC lies !Requirement will be met. E]Not Observable Hot I ,403�`�'�,'J'�. ater pipes are insulated to 1 R- R- i0complies Requirement will be met. -]Not Observable 1 �[]Not Applicable ;Requirement will be met, 4_0 Automatic or gravity dampers are[3- Complies i installed on all outdoo r intakes and exhausts []Not Observable EINot Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Project Title: Report date: 02/04/20 Data filename: X:\DeepHole Ddve\Rescheck.nck Page 4of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) %2`,; Medium Impact(Tier 2) 3 a Low Impact(Tier 3) Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Page 5 of 9 f", lift-Ulationij nspo c Verified --tj e nq 'IkSUPPI, QP;kP -C a F.E]Com plies ;,Requirement will be met. All installed insulation is labeled PNI-31 -orthe installed R-values E]Y, yDoes Not provided. []Not Observable E]Not Applicable 402.1.1, 1 Floor insulation R-value. 1 R- 1 R- ;,[]Complies j See the Envelope Assemblies 402.2.6 'D wood : —Wood IEDoes Not table for values, i Steel i E] Steel 1,E]Not Observable 1 GO :E]Not Applicable 303.2, Floor insulation installed per E]Cornplies !Requirement will be met. 402.2.7 manufacturer's instructions and []Does Not [IN2]1 'in substantial contact with the 1underside of the subfloor,or floor E]Not Observable framing cavity insulation is in ONot Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floorframing members. 1Z, 402.1.1, lWall insulation R-value.If this is a R- R- iTIComplies ;,See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the :table for values. 11 Wood Wood iElDoes Not 402.2.6 Iwall insulation on the wall Mass : [IN3]1 exterior,the exterior insulation 1 mass ,[]Not Observable requirement applies(FR10). Steel ❑ Steel :E]Not Applicable 303.2 fflall insulation is installed per OComplies Requirement will be met. tion (IN411 !manufacturer's instructions. E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) r3 Low Impact(Tier 3) Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Page 6 of 9 402.1.1, Ceiling insulation R-value. 1 R- R- TIComplies :See the Envelope Assemblies i I table for values. 402.2.1 d E] Wood DDoes Not Woo 402.2.2: Steel Steel 402.2.6 1UNot Observable [Fill' 1EINot Applicable 1 303.1.1.1, Ceiling insulation installed per ElComplies !Requirement will be met. 303.2 Manufacturer's instructions. i DDoes Not [F1211 Blown insulation marked every I []Not Observable 1300 4 lVented attics with air permeable ...... omplies Exception: Requirement is ElDoes Not insulation include baffle adjacent :not applicable. to soffit and eave vents that []Not Observable i'--' extends over insulation. EINot Applicable 402.2.4 �Attic access hatch and door R- R- :E]Complies Requirement will be met. IF1311 insulation �:R-value of the 1EIDoes Not adjacent assembly. UNot Observable :,E]Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ;E]Complies ;Requirement will be met. F11711 lach in Climate Zones 1-2, and CIDoes Not <=3 ach in Climate Zones 3-8. :E]Not Observable :EINot Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 i cfm/100 ',E]Complies :Requirement will be met. Itests,verification may need to :EINot Applicable !occur during Framing Inspection. 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;E]Complies ;Requirement will be met. [F127]1 !determine air leakage with Tt2_ ft2 PDoes Not !either: Rough-in test:Total leakage measured with a :[]Not Observable :[]Not Applicable Ipressure differential of 0.1 inch ,,w.g.across the system including I the manufacturer's air handler enclosure if installed at time of itest.Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch :w.g.across the entire system including the manufacturer's air ;handler enclosure. 403.3.2.1 ;.Air handler leakage designated Elcomplies ;,Requirement will be met. IF12411 by manufacturer at<=20/c of DDoes Not iy design air flow. 0Not Applicable Elcom ;,.,Programmable thermostats plies ;Requirement will be met. [FI912 'J installed for control of primary ElDoes Not heating and cooling systems and []Not Observable initially set by manufacturer to Jcode specifications. EINot Applicable Heat pump thermostat installed Exception: Requirement is !not applicable. yno]? on heat pumps. ElDoes Not []Not Observable I EINot Applicable '4 OComplies :Requirement will be met. 3.5.1 Circulating service hot water :[Fill], systems have automatic or ODoes Not accessible manual contr []Not Observable EINot Applicable 11 High Impact(Tier 1) Project Title: Report date: 02/04/20 Data filename: X:\DeepHole rck Page 7of 9 . ` LK 7 Elcomplies :Requirement will be met. :4 V,-15T7`All mechanical ventila n e fans not part of teStE tio M El 1F12*5]2; t.,d and listed Does Not _,:"-'4HVAC equipment meet efficacy and air flow limits. E]Not Applicable Hot water boilers supplying heat Elcomplies !Requirement will be met. [F1261f' through one-or two-pipe heating Does N ot systems have outdoor setback t I to lower boiler water temperature based on outdoor E]Not Applicable Heated water circulation systems OComplies :Requirement will be met. (,FI2J81?'!_,V have a circulation pump.The E]Does Not -,system return pipe is a dedicated return pipe or a cold water supply [3Not Observable [Not Applicable pipe.Gravity and thermos- !on systems are syphon circulat not present.Controls for circulating hot water system _.�Y pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and n emand for hot water exists. E3Com plies Exception: Requirement is 6_3'1�'147' Electric heat trace systems [F12912.'_' comply with IEEE 515.1 or UL notapplicable. ODoes Not 515,Controls automatically adjust the energy input to the able 1 [3Not Applicable heat tracing to maintain the desired water temperature in the y piping. 4b��S','4',:-_,-`, Water distribution systems that OComplies 1 Requirement will be met. have recirculation pumps that E]Does Not pu m p water from a heated water [:]Not Observable supply pipe back to the heated water source through a cold E]Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 100F. ;Exception: Requirement is OComplies Drain water heat recovery units [F 13 1 V" tested in accordance with CSA A. E]Does Not 1 not applicable. B55.1.Potable water-side []Not Observable 1 pressure loss of drain water heat recovery units<3 psi for []Not Applicable J individual units connected to one showers.Potable water- or two side pressure loss of drain water individual units connected to three or more showers. 404.1 .75%of lamps in permanent '7; ElComplies ;Exception:All lighting is .'fixtures or 75%of permanen E]Does Not [F1611 t :provided by low-voltage !fixtures have high efficacy lamps. ]Not Obsery !systems. Does not apply to low-voltage I E 404_i�,'1_1-_,7' Fuel gas lighting systems have OComplies !Requirement will be met. no continuous pilot light. []Does Not []Not Observable I E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(T!eL3) Project Title: Report date: 02/04/20 Datufi|enanne: X:\DeepHole Dhxe\Rescheck.rck Page 8of 9 Section -�to Q*il�� IFIdIdAterifidd V ",--�'- 4-', f 6ns.-i eqi 5, 4013- Com :-,,E]Complies Requirement will be met. --i'� ; OlDoes Not 'Compliance certificate posted. Fl 7] ble EINot Observa EINot Applicable 3Q'3 3 Manufacturer manuals for ElComplies !Requirement will be met. 181,3' I 1 I I "''v ElDoes Not i V mechanical and water heating ro T;Isystems have been provided. ONot Observable ElN ot Applicable _J Additional Comments/Assumptions: 1 High Impact(Tier 1) ['�2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Report date: 02/04/20 Data filename: X:\Deep Hole Drive\Rescheck.rck Page 9 of 9 4 2015 IECC Energy Efficiency eific Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.45 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from:the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 rF HOmE,N E RG Y Load Short Form Job: 1500 Deep Hole Drive a1'1 L U T 10 N c Date: 02/04/2020 -- Whole House By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolubons.com Project • • For: 1500 Deep Hole Drive, Mattituck, NY 11952 Design Information Htg Cig Infiltration Outside db(°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (Cfm) AH#1 2145 49722 25351 1333 1333 Whole House 2145 49722 25351 1333 1656 Other equip loads 6364 1389 Equip.@ 0.93 RSM 24975 Latent cooling 4179 TOTALS I 2145 I 56085 I 29154 I 1333 I 1656 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri1g IMS v 2020-Feb-0416:19:27 Right-Suite®Universal 2019 19.0.09 RSU25299 Page 1 ...ole Drive\Manual J-S-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N H M r ENERGY Load Short Form Job: 1500 Deep Hole Drive s(I L U T I O N S Date: 02/04/2020 AH#1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: 1500 Deep Hole Drive, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Rheem Trade Trade RHEEM Model Cond RA1342AJ1NB AHRI ref Coil RH1V4821STANJA AHRI ref 7512018 Efficiency 80 AFUE Efficiency 11.5 EER, 14 SEER Heating input 0 Btuh Sensible cooling 28000 Btuh Heating output 0 Btuh Latent cooling 12000 Btuh Temperature rise 0 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft?) (Btuh) (Btuh) (cfm) (cfm) Zone 1301 31867 23609 854 1221 Zone1 844 17855 8424 479 436 AH#1 2145 49722 25351 1333 1333 Other equip loads 6364 1389 Equip.@ 0.93 RSM 24975 Latent cooling 6446 TOTALS I 21,45 I 56085 I 31421 I 1333 l 1333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11'�lI190 ' 2020-Feb-0416:19:27 RightSuite@ Universal 2019 19.0.09 RSU25299 Page 2 ole DriveWanual JS-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N 14Mr- ENERGY Load Short Form Job: 1500 Deep Hole Drive SOLUTIONS Date: 02104/2020 Zone 1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: 1500 Deep Hole Drive, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 11 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a. Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Entry Foyer 99 3587 1325 96 68 Stairs 49 0 0 0 0 Den 230 3739 _ 3605 100 186 Office 119 3226 1812 86 94 Great Room 411 12183 10670 327 552 Kitchen 149 5065 4322 136 223 H611 Bath 55 1294 426 35 22 Bedroom 2 98 2773 1449 74 75 Hall 1 92 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . .weri2020-Feb-0416:19:27 t► «, RightSuite®Universal 2019 19.0.09 RSU25299 Page 3 ...ale DrivelManual JS-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N Zone 1301 31867 23609 854 1221 Other equip loads 0 0 Equip.@ 0.93 RSM 22050 Latent cooling 2283 TOTALS I 1301 I 31867 I 24333 I 854 I 1221 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -1YVri'g fl- 2020-Feb-04 16:19:27 RightSuiteO Universal 2019 19.0.09 RSU25299 Page 4 ...ole Drive\Manual J-S-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N 14 Q M E E N E RG Y Load Short Form Job: 1500 Deep Hole Drive SOLUTIONS Date: 02/0412020 Zonel By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolufions.com Project Information For: 1500 Deep Hole Drive, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 11 88 Method Simplified Ins ide db('F) 72 75 Construction quality Average Design TD(°F) 61 13 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 35 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 238 4611 3435 124 178 Walk In Closet 232 6531 1740 175 90 Laundry 91 2327 1084 62 56 OTB/Stairs 55 0 0 0 0 Hall 2 54 0 0 0 0 Master Bath 175 4386 2164 118 112 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .I -FP-wrigYrtsoft" 2020-Feb-04 16:19:27 ,��r� Right-Suite®Universal 2019 19.0.09 RSU25299 Page J7�+a ...ole DrivelManual J-S-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N Zone1 844 17855 8424 479 436 Other equip loads 0 0 Equip.@ 0.93 RSM 7868 Latent cooling 1897 TOTALS I 844 I 17855 I 9764 I 479 I 436 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftV 2020-Feb-04 16:19:27 fl- ,y� .�yx�„«,a=...�.,,. q Right-Suite®Universal 2019 19.0.09 RSU25299 Pae 6 rfwOs ...ole Drive\Manual JS-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N HSM L IC N E RGA` Duct System Summary Job: 1500 Deep Hole Drive SOLUTIONS Date: 02/04/2020 AH#1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: 1500 Deep Hole Drive, Mattituck,NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.41 in H2O 0.41 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.218/0.172 in H2O 0.218/0.172 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 1333 cfm 1333 cfm Total effective length(TEL) 626 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bedroom 2 C 1449 74 75 0.094 5.0 Ox 0 VIFx 40.5 190.0 st2A Den C 1803 50 93 0.096 6.0 Ox 0 VIFx 41.5 185.0 st2A Den-A c 1803 50 93 0.068 6.0 Ox 0 VIFx 48.5 270.0 st213 Entry Foyer h 3587 96 68 0.079 6.0 Ox 0 VIFx 58.5 217.0 st2A Great Room c 3557 109 184 0.118 9.0 Ox 0 VIFx 15.0 170.0 st2 Great Room-A C 3557 109 184 0.113 9.0 Ox 0 VIFx 7.5 185.0 st2 Great Room-B c 3557 109 184 0.118 9.0 Ox 0 VIFx 29.5 155.0 st2 Hall Bath h 1294 35 22 0.096 4.0 Ox 0 VIFx 32.0 195.0 st2A Kitchen c 2161 68 112 0.115 7.0 0x0 VIFx 13.5 175.0 st2 Kitchen-B C 2161 68 112 0.123 7.0 Ox 0 VIFx 12.0 165.0 st2. Laundry h 2327 62 56 0.073 5.0 Ox 0 VIFx 81.5 215.0 stl Master Bath h 2193 59 56 0.062 5.0 Ox 0 VIFx 99.0 250.0 stl B Master Bath-A h 2193 59 56 0.070 5.0 Ox 0 VIFx 88.0 225.0 stl A Master Bedroom, c 1717 62 89 0.070 6.0 Ox 0 VIFx 78.0 235.0 stl A Master Bedroom-A C 1717 62 89 0.074 6.0 Ox 0 VIFx 84.0 210.0 stl Office c 1812 86 94 0.079 6.0 Ox 0 VIFx 59.0 217.0 st2B Walk In Closet h 3265 88 45 0.077 6.0 Ox 0 VIFx 57.5 225.0 st1 Walk In Closet-A h 3265 88 45 0.076 6.0 Ox 0 VIFx 65.0 220.0 st1 -> Wri'ghtsoft° 2020-Feb-0416:19:28 .... F , RightSuite®Universal 2019 19.0.09 RSU25299 Pagel ole Ddve\Manual JS-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N Supply Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st213 Peak AVF 137 187 0.068 952 6.0 0 x 0 ShtMetl st2A st1 Peak AVF 479 436 0.062 862 11.5 10 x 8 ShtMetl st1A Peak AVF 179 201 0.062 722 7.1 10 x 4 ShtMetl st1 st1 B Peak AVF 59 56 0.062 0 5.3 10 x 0 ShtMetl st1A st2A Peak AVF 392 446 0.068 802 11.0 10 x 8 ShtMetl st2 st2 Peak AVF 854 1221 0.068 732 16.0 10 x 24 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Oxo 479 436 276.5 0.062 448 14.0 Ox 0 VIFx rt1 rb2 Ox 0 854 1221 235.0 0.073 559 20.0 Ox 0 VIFx rt1 Return Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1333 1656 0.062 828 18.3 18 x 16 ShtMetl Bold/italic values have been manually overridden "> wrightsoft° 2020-Feb-0416:19:28 ^� .�.•,n,u.,—.z-r.r RightSuite®Universal 2019 19.0.09 RSU26299 Page 2 ...ole DriveUulanual J-S-D_Deep Hole Drive_1500.rup Calc=MJ8 Front Door faces: N i ' EN-CONSULTANTS September 20,2019 Danielle Stango-Torre Division of Environmental Permits NY�SDEG NYS.Department of Environmental ConservationAPPROVED AS PER TER MS SUNY @ Stony Brook, 50 Circle Road AND CONDITIONS OF Stony Brook, NY'11790-3409 PERMIT NO. 1-14-1 Re: Philip Camma>< n, 1-4738-03941/00002 DATE �-0 Dear Ms. Stango-Torre: In response to your request,.please be advised that for the purpose of actively supplementing the natural revegetation of 1) the approximately 2,330 sf area of the existing non-disturbance buffer, and 2)the additionally proposed 665 sf non-disturbance buffer, only native species will be used for replanting,including: 1) Switchgrass,Panicum virgatum 2) Little bluestem grass,Schizachyrium scoparium 3) Seaside goldenrod,.Solidago sempervirens 4) Northern bayberry,Morella pensylvanica ENVIROIgMEN iAL PERJAITS 5) Virgina rose,Rosa virginiana. Any active plantings will be installed pursuant to the Department's "Tidal Wetlands &Native Buffer Planting List and General Planting Guidance." No non-native species will be actively planted within.any portion of the non-disturbance buffer. Resptfully yours, R ei ,. Herrman��`-�"� Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 wow.,-en:: 9suttants.cc5111 ---' environmental consulting FIELD INSPECTION REPORT DATE COMMENTS Al - 'IT L FOUNDATION (IST) H •-------------------------------- FOUNDATION (2ND). �z 1� hAlhQi Al Qco ROUGH FRAMING& PLUMBING 'y i 'YD �r INSULATION PER N Y. 7Qy STATE ENERGY CODE IM- FINAL ADDITIONAL COMMENTS To 70 r o 6.W 73J,5 rn X d f - JOWN 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. 20 Single&Separate C) Truss Identification Form off_ Storm-Water Assessment Form e� � Contact: Approved ,20 Mail tolzyk Disapproved a/c `c, WMM��2 E Phone:bl\ [.�-3AK- 11G Expiration ,20 uilding Inspector FEB 1 8 2020 APPLICATION FOR BUILDING PERMIT Date February 13, ' , 20 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. / -- igna e yappllcant r name,if a corporation) 141 Hampton Rd., Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent/Architects Name of owner of premises Phillip B Cammann (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Pamela H Pospisil - Pospisil & Brown Architects, P.C. (Name and title of corporate officer) Builders License No. 4582 HI - Hallock Builders Inc. Plumbers License No. 3674 MP-J &V Plumbing Electricians License No. 34091 ME - Platinum Electric Other Trade's License No. 1. Location of land on which proposed work will be done: 1500 Deep Hole Dr. Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 115 Block 12 Lot 21.3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Same 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $400,000. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 2 Number of dwelling units on each floor 1 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 Rear Depth Height 17'-11" above average Number of Stories One Story grade 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 Stories 9. Size of lot: Front 130' Rear 200.93' Depth 319.52' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated B-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ,/ NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Phillip B Cammann Address PO BOX 144,Mattituck,NY mg-L phone No. 631-725-2701 Name of Architect Pamela H Pospisil Address 141 Hampton Rd.,Southampton L2, hone No 631-283-3465 Name of Contractor Jeff Hallock Address 126 Point St,South Jamesport a.,phone No. 631-722-3261 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) SS: COUNTY OF ) Pamela H Pospisil being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent/Architect (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 tbis �`\ 1 day of 20 Qb tAPTARY PUBLIC,STATE PF NEW YOR Reg! 014jU$297375 7 i tore of pplicant Notar c Qualified in Suffolk County Commission Expires February% 2022 l Michael J.Domino,President �pF so�Ty Town Hall Annex John M.Bredemeyer III,Vice-President �Q� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �` �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES September 20, 2019 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PHILIP B. CAMMANN 1500 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-115-12-21.3 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 18, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9442 to construct a 712sq.ft., two-story addition in lieu of the originally proposed 611sq.ft. two-story addition and 101sq.ft. covered porch with steps; and as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated August 2, 2019 and stamped approved on September 18, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd Glenn Goldsmith,President �'X s® �® Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M.Bredemeyer IIP.O.Box 1179I Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams ® - Fax�631) 765-6641 BOARD OF TOWN TRUSTEES MAR 1 6 TOWN OF SOUTHOLD 222 CERTIFICATE OF COMPLIANCE 1834C Date: July 7,2021 THIS CERTIFIES that the construction onto existing 876sq.ft., 1.5 story dwellinga712sq ft two-story addition a 70sq ft covered entry porch and steps install drainage system of leaders gutters and drywells;modify existing public water service line located partially within Chapter 275 jurisdiction-, install 5' stepping stone pathway with ass joints located partially within Chapter 275 jurisdictiom and restore approximately 2,330sq.ft.of un-vegetated landward portion of covenanted 25' wide non- disturbance buffer area with native plantings;establish and perpetually maintain a 665sg ft non- disturbance buffer planted with native vegetation and a 3' wide non-turf buffer landward of same,• 12' landward extension of existing on-grade paver stone walkwgy to provide access through the non- disturbance buffer; installation of metal edging along landward limit of non-disturbance buffer; At 1500 Deep Hole Drive,Mattituck Suffolk County Tax Map#1000-115-12-21.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 7,2019 pursuant to which Trustees Wetland Permit#9442 Dated April 17,2019 was issued and Amended on September 18,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction onto existing876sq.ft., 1.5 story dwelling a 712sq.ft.,two-stow addition a 70sq ft covered entry porch and steps • install drainage system of leaders gutters and drywells•modify existing public water service line located partially within Chapter 275 jurisdiction• install 5' steppingstone pathway with grass joints located partially within Chapter 275 jurisdiction;and restore approximately 2 330sq ft of un-vegetated landward portion of covenanted 25'wide non-disturbance buffer area with native plantings,• establish and perpetually maintain a 665sg.ft.non-disturbance buffer planted with native vegetation and a 3'wide non-turf buffer landward of same; 12' landward extension of existing on-grade paver stone walkway to provide access through the non-disturbance buffer, installation of metal edging along landward limit of non-disturbance buffer. The certificate is issued to Phgip B.Cammann owner of the aforesaid property. Authorized Signature YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ity DEC ID 1-4738-03941 PERMIT -Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: PHILLIP B CAMMANN CAMMANN PROPERTY PO BOX 144 1475-1500 DEEP HOLE DRISCTM# 1000=115- 12-21.3 MATTITUCK,NY 11952-0144 MATTITUCK,NY 11.952 Facility Application Contact: EN-CONSULTANTS INC 1319 N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location:- in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.315 NYTM-N: 4540.487 Latitude: 40°59'19.4" Longitude: 72°30'42.1 Authorized Activity: Construct additions to existing single-family.dwelling. Construct pool with pavers,garage'and gravel driveway. Expand and plant native vegetation to the existing non-disturbance buffer. All authorized, activities shall be done in strict conformance with the attached plans prepared by Nathan Taft Corwin II, last revised on 8/2/2019,and the planting plan prepared by En-Consultants on 9/20/2019. Both stamped NYSDEC Approved on 10/24/2019. Permit Authorizations Tidal Wetlands_-Under Article 25, Pe-rmit-ID-1=4738=03941/00002-----""--- " New Perrrit -- -Effective Date: 10/24/2019 Expiration Date: 10/23/2x24 Page 1 of 6 r�YORKSTATE`DEPARTMENT OF EIVVIItONMENTAL:CONSERVATION cility DEC 11)1=4738-03941 NYSDEC Approval. By acceptance of this permit;the permittee-agrees that the permit.iscontingentupon strict .. compliance with the ECL,all,applicable regulations, and all conditions included as.part'of'this permit . Permit Administrator:SHERRI L RICHER,Deputy.Permit Administrator Address: NYSDEC Region I.Headquarters- :SUNY eadquarters.:SUNY @ Stony.BrookJ50 Circle Rd : Stony.. oo ,"NY 11799=34 Authorized.Signature: Date Distribution'List • EN=CONSULTANTS INC Bureau of Marine Habitat Protection Danielle A.Starigo-Torre F77Permit Components NATURAL RESOURCE PERMIT CONDITIONS, _:GENERAL CONDITIONS,.APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION.OF OTHER PERMITTEE OBLIGATION. S : :NATURAL RESOURCE PERMIT CONDITIONS- Apply to the Following :_.._Permitsc:TIDAL:VETLANDS ":_.___ 1. :Conformance With Plans All activities authorized by this permit must be in strict conformance with'the approved:plans submitted by the applicant or applicant's agent as part of the permit application.` - Such approved.plans were prepared by Nathan_Taft Corwin II;last revised on 8/2/2019,and the:planting_ plan:prepared by En=Consultants on 9/20/2019. Both stamped NYSDEC Approved on 40/24/201.9 2. 'Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on"the worksite and adequately protected.from the weather. 3 'Notice of Commencement` At_least 48 hours,prior to commencemeht:"of the project;the permittee .and contractorshall sign and return the,wp portioii of the.enclosed-notification form certifying that they are fully, aware of and understand all.terMs and conditions of this permit. Within 30_days of completion, of project;the bottom portion'ofthe form'must also be,signed and returned;along with'photographs of ahecompleted work. Page.2 of 6 V YORKSTATEDEPARTMENT OF ENVIRONMENTAL CONSERVATION ' acility DEC ID 1-4738-03941 4: .No Construction.Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area•(upland)and removed-to an approved upland area for disposal. No-debris is,permitted in wetlands and/or protected buffer areas. 5. Storage of Equipment,Materials The storage of construction equipment-and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetlandboundary. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or ' excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management-facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. < g: Long-term Plant Survival The non-disturbance buffer shall be planted.with native species as per the stamped plans and plantings list and the permittee shall ensure a minimum of 85% survival.of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by.the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 9. No Pool Discharges to.Wetland There shall be no draining of swimming pool Water directly or indirectly into-wetlands or protected buffer areas. lo.:Driveway/Parking Area of Pervious Material Driveway and parking_ areas shall be constructed of. NY.SDEC-approved pervious materials. 11: Direct Runoff Away from Tidal Wetland and-Buffer Roads,driveways, and parking,areas shall be graded to direct runoff away from tidal wetlands and_protected buffer.areas. 12. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of-existing septic systems. 13: Maintain Erosion Controls All erosion control devices shall be maintained in good and:functional. . condition-until the project has been completed and the area has been stabilized. . 14._Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place,and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 3 of 6 4�YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION cility DEC ID 1-4738-03941 15. Contain Exposed,Stockpiled Soils Alhdisturbed areas where soli will be temporarily"exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved,devices)placed on the seaward side between the fill and the wetland'or protected buffer area.. Tarps are authorized to supplement these approved methods. 16. Seeding Disturbed Areas All areas of soil disturbance resulting from the.approved project shall be stabilized with appropriate vegetation(grasses,.etc.)immediately following project completion or prior to.permit expiration;:whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 17. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt,slag,flyash,broken concrete or demolition debris). 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations :.undertaken by the State for the conservation or improvement of navigation; or for other purposes,and no claim or right to compensation shall-accrue from any such damage. 19. State May Order Removal orAlteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation.. of said"waters or flood flows or endanger the health,safety.or welfare of the people of the State, or cause_ loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, - and if,upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall. be,made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent-and in-such time'and manner as the Departrnent of Environmental Conservation'may- --- lawfully require;remove-all or any portion of the uncompleted-structure or fill and restore the site to;its. former condition. No claim shall be made against the State of New York on account of any such . removal or alteration. 21. Precautions.Against Contamination of Waters All necessary precautions shall be taken to" preclude-contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, . lubricants,epoxy coatings,paints, concrete,leachate.or any other environmentally deleterious materials associated with the project. Page 4 of 6 :�a'flRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC ID 1-4738-03941 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to.determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to-ECL 71-0301 and:SAPA 401(3). The permittee shall.provide a.person to accompany.the Department's representative during an inspection to:the permit area-when requested by the Department." A copy of this permit, 'including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times atthe�project site or facility. Failure to_produce'a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit.to Other-Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order. or determination previously issued by the Department or any of.the terms,-conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a. separate written application to the Department for permit renewal,modification or transfer.of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification'or transfer granted by the Department must-be in writing. Submission of' applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1.Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Su_bmission of Renewal Application The permittee must submit a renewal application at least 30 days before.permit_expiration for the following permit authorizations:Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The-Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false.or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any'terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6: YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION cility DEC ID 1-4738-03941 e. noncompliance with previously issued permit conditions,orders of the commissioner, any. provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted-prior to.actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS -Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification. The permittee,excepting-state or federal agencies,expressly agrees to indemnify,and hold harmless the Department of Environmental,Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims, suits,actions,and damages;to the extent-attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with-the terms and conditions of the.permit. This indemnification does not extend to any claims,suits, actions,or damages to the extent attributable to-DEC's own negligent or intentional acts or.omissions, or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to'comply with this permit,including all special conditions while acting as the permittee's:agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the-permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No-Right to Trespass or Interfere with Riparian Rights . . This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party-to the permit. Page 6 of 6. Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water-Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCAM NAME: Owner-Agent-Consultant-ContractorcrOther(Clrcteone) Property OlWNEMOrDlfferentthan AMItean Pamela H Pospisil - Pospisil & Brown Architects, P.C. Phillip B Cammann "'T41 Hampton Rd. Southampton NY 11968 'Tb BOX 144 Mattituck NY 11952 Teteph'-tt1-283-3465 Faxth T"t T-725-2701 ME E=MaW: hp@pospisilbrown.com E-Idag` ins lus@o tonline.net Property Address: 1500 Deep Hole Dr., Mattituck NY 11952 BriefDescaptionofConatraar°°Admty,Proposed StractardsN[Ps,Soil 2 Stahalization BNI1%Project Scope and/or Sequence of Construe ion Activity S C T.M.;1: 1000 115 . 21.3 (ProWe AddWo rat Pages as Nee" .District aeown .amodr le! Name of Contractor and/or contact Person Reaponsfble far Implementation of SWPPP: 725, -T-wo-stAry UGn,_pkw>_Q_sf 4ovw@d4)ar4-i_ Hallock'Builders Inc. -Jeff Addaddiio+-to-ara >�istl��-�76eliiwg- statlatieR af- `e 126 Point St., South James ort NY 11,970 Telephone 0: Fax*: gutter&&-left -s-te-new-stefRl-d Fain-pool'fand-2-new 631-722-3261 'nh7753@aol.com q-lroef♦s-Ctiel vuift res##aritt appKmrrrdte1T2—,330 sf kameof Persons Responsible for Installation&Maintenance of Eroslon Control Practice: -Of frl- �vc1tated-hmidvvard pol tion-ofr overlanted-25'- widerTrow-distarbanae bufferarea with-nativeptantings. ddresac �7lafrltahitrtg�66�si�rr��n�istvrban��traffarptarYte�l-wit T®laphono Fax AfiM96 v"eg'elafi6n`a`nd W 3 Vi 66 TOTF-tirrtbufib .-A'dTfitton 5f5rsfepp-mg sRone�—vgif?,5ss di—nTs7 p"l"us a 17--_- Total AreaofAr Total Area of Landcleenng ezfension o�exlsfing ori g"rade pa-"ver stone walkway Project Parcels: andlor Growrd Disturbance; --------------------------- (aF./Aces) (aF.lAaes) Project Duration. Start End ----__-,---_-----.-------__---------------------------------------- (AnvdpaI4 Date: Date: -------------------------------------------- — ----------_'--'------- (WmherdCelemLrOsri) -------------------^---------_------------- ttli(U this Project Disturbs five(5)or More Acres at 0 Any One Time During the Proposed'Development? Yes No -------------------------------------------- ifYES:PreaseAnswerdwFollowtngl ---------------_----------------.--_--.-----_- a. Does the Applicant have a Qualified Inspector On 0 0 - Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP indicate How Frequently the Site 0 0 List the HAM ordeserfpdon of all Potentially impacted Waterbodles andlor Wedands: Inspections will Occur and for What Period of Time? Yes No Deep Hole Creek _�------------------------------- c. -----_c. Does the SWPPP Adequately Identify Ali Temporary andforPermanent Soil StabalizatlonMeasures? Yes No d. Does the,SWPPP Adequately Identify a Complete 0 = --`---------- _._._.-._._._.__-...-._...__.___-------.----------_ Project Phasing Plan? Yes No. Straus of Impacted waterbody:(eg.'FMOL,303(d)Usted,Impaired-) e. Does the SWPPP Indicate Additional Site Specific esPractices that Will be Utilized to Protect Water Quality? Yes No , _No impairment f. Has the Applicant Submitted a Completed DEC Notice rn7e of impacted waterbody:(eq.Lake,Creek,Day.Pond,Sommd,FmdwA*erwetlmed_) Of Intent and SWPPP Acceptance Form for Review = Q by the Town of Southold? Yes No _ Creek S7 ATF.OF NEW YORK, . COUNTY OF...........................................SS 17hat I,„Pamela,Fi,POsplsll, being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of Individual signing Doaanent) Andthathe/she is the .......As9nVA..r.9.hi10,1...................................:...........................................................................................: (owner,Contractor Agent.Corporate oetcer,etc) Owner and/or representative of the 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(his 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 herewith. Sworn to b f me this; P, ........./ ....... Z. C4— f. ..�4iW+1iVb4R s' ...NOTAR PUBLIC;STATE OF NEW Y04 Notary Public: ieQistFa#iota•No-•©9�U6297375 ..................•....Ae ................................... Qualified In Suffolk Coun • ( pplicani) SWPPP Assessment FORM: 03-12 �.,uijilfllzsslopr-xpirest-eoruaryl8,2022 fF0t/C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town.'Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o p� Telephone (631) 765-1802 - FAX (631.) 765-9502 1 roper.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: Date: I-10 07-6 Company Name: -- — Vit`C l .(f Name: License No.: Y0 ( email: a .i u+�.eaS� Address: 3 F-AJAk- / ICD 57l Phone No.: TI 17S9 VQ JOB SITE. INFORMATION: (All Information Required) Name:: . +it2s CAA�M f+wN Address:. 1 DDjp ka(,ar �.- �.. Cross-Street: Phone No.: I B.Id Permit.#: 99'r email` S 9- Tax-Map District: 1000 Section: Btock:. Lot: A BRIEF.DES:CRJPTION OF WO`RK.(Please Print Clearly) APO Cif Ci'f to All That Apply: Is job ready for inspection?: YES NO Rough Final 3 Do you :need a Temp Certificate?: YES / N:O Issued Ori Temp Information: (All information required) Service Size- - 1 Ph 3.Ph Size: A #'Meters .. Old Meter# New.Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead `#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 0 1 q. PAYMENT DUE WITH APPLICATION N 0 V 1 0 2020 Regfcr naidrYorm5cls "� PERMIT# Address: Switches I ley �. I. +, Outlets r 1 GFI's �0 1 Surface i C Sconces HH's UC Lts �� fi1SuM 7 Fans • � :..Fridge � HW Exhaust Oven ag Dryer 4 Smokes.. Service �.t� Carbon V Micro;` -e � Generator. Combo Cooktop Transfer AC AH J' Mini Special: Comments: Gam- LO sC� a -5y r!� Cv� Fad+ Town Hall Annex • Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O:Box 1179 a Southold, NY 11971-0959 , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED- WOOD CONSTRUCTION AND/OR TIMBER"CONSTRUCTION . Date: February 13, 2020 Owner':. ,Phillip B Cammann Location of Property: 1500 Deep Hold Dr., Mattituck NY 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure . Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: JA Wo�4�wor4 Name (pers submitting t s form): Pamela H Pbspisil - Pospisil & Brown Architects P.C. Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 OF SO�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD . August 19, 2021 Philip Cammann P.O. Box 144 Mattituck, New York 11952 TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. (Electric inspection form on website) Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit _Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44744-Z additions/alterations From: philip cammann insiplus@optonline.net Subject: Building Permit # 44744 Date: Feb 8, 2022 at 6:08:53 AM To: mike.verity@town.southold.ny.us Dear Mr. Verity, Attached please find the final paperwork to close my Building Permit # 44744 at: 1500 Deep Hole Drive, Mattituck, NY 11952. The delay with securing the Southold Trustee's C of C was due to Suffolk County's back up with their paperwork in memorializing the 3' buffer in my deed. Please let me know if there is any additional paperwork required to close out my building permit and securing my final C of O on my home's renovation/addition. Many thanks, Philip. Philip B. Cammann, NRP, CLI EQ-13-m-1 44 1500 Deep Hole Drive Matti1Lx k, NY 11952 Cel:616_768-2088 Email: Insipiva@Qplgjalin-@.net Glynn Gald:�mkh,VrucOent q so(1jTown Troll Annex A,Nrhoka;T ru;,e?:i,Vwe Prvnidrnt j1 4375 Rauw,25 John.M.13:edetuet'erIII &outhv:d,Vc Ywk1191 litehtel J_I7uiatiuu TeleP[mnti(COW 765-16,92 G ce Z4illi3ms °a � Irnx Wit)765.6641 BOARD OF TOWNT TRUSTEES 'row;:OF SOUTTIOLD CERTIFICATE or CONIPLIAINCE C r� l�DDO�IC� D 8/3/2021 A U G - 3 2021 To: Sean Devlin BUMD tIG DE PT. TON.vPq Oy SOUTT OLD Electrical Inspector Town of Southold Re: Permit#44744—1500 Deep Hole Drive, Mattituck The attached photos reflect(1) added Smoke Detector in Basement, and (1) relocated carbon monoxide detector on 2nd floor Hall, away from vent. From: Daniel Zic/Jeff Hallock JNH Builders, Inc. (631)722-3261 ® 12CLEVE D. AUG - 3 2021 August 3, 2021 ]3U11LMG DEPT. T0jVN OF S0jjTa1iC3LD Town of Southold Building Department 54371 Main Road P.O. Box 1179 Southold, NY 11971 Re: Regarding Permit#44744 (Residence), and related Permit#44746(Garage) Hi Tracey... Good morning. These documents are for Inspector and Building Department review working towards Job sign-off and Permit closeout. Respectfully,the Trustee's Certificate in not yet available and the Electrical Certificate requires the related documents addressed to Sean Devlin in this envelope to be reviewed by the Electrical inspector. Thank You for the review and Your time and work on this. S* IY, Daniel Zic JNH Builders, Inc. (631)722-3261 �j NEW SUFFOLK AVENUE - SURVEYO1 PROPERTY (TEST HOLE DUG BY McDONALOTGEOOSCIEN�AON APRIL 9, 2018 AT 9:15-) SITUATE '� oeRK 9aowN LOAM di MATTITUCK BROwN S'Ltt SN:D Su TOWN OF SOUTHOLD => SUFFOLK COUNTY, NEW YORK $� PeIE BROWN FINE SrWO SP S.C. TAX No. 1000-115-12-21 .3 GROLW YYTeE-R6.71 g dos SCALE 1"=30' JUNE 14 2017 MAY 19, 2018 UPDATE SURVEY TD• $F �� m s .\\• /-. NOVEMBER 8, 2018 SITE PLAN �O m JANUARY 7, 2019 REVISE HOUSE ADDITION NOTE ��'�`- '{, m$ 19�jZ \ �� -,. •� MARCH 30. 2019 REVISE PER NYSDEC NOTICE 03/11/2019 . {� 3 1 \\+'v, 1 .; APRIL 15, 2019 REVISE PER TOWN TRUSTEES v AUGUST 2, 2019 PER SITE PLAN � z \ 1?p\O �Yd ° \ x� f7.\ TOTAL LOT AREA = 50,356 sq. ft. a a �� p 1 0. (TO TIE LINE) 1.156 ac. bo � U eh I '. WETLAND AREA = 17,600 sq. ft. � � GEfCpROLY� ULz \ ° o\ G� Itil (� •.l'-�- f (TO TIE LINE) _ �Y�� ma & \ 11 �` \ '6+cam- t al l ml ?=�'1J�,1'..;,, , .O\. UPLAND AREA = 38,756 sq. ft. � gSy �Q�ovd� CERTIFIED TO: � � PHILIP B. CAMMANN oz I ! Fes:'. =.ter o jc e \ ;ae0p"Y`�CUR9 I ! I FIRST INTERNATIONAL TITLE AGENCY zs a ra T r _.•�' "'^ .aP " ,, / �\ f o NOTES: Its 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM fO IL N / $1`r)s' ti\ 2/02 'L ox I >� ° d `t: {� 1 03 L-4 O a9 (ai;:';. f l\ W°m ° ^ t C oP.xiP L + e' sax .A cwr I o \ p •.: EXISTING ELEVATIONS ARE SHOWN THUS:x,77 "" lfdm r yt�. r x� 'IT EXISTING CONTOUR LINES ARE SHOWN THUS: -----xX----_ N // J _m! a ' b� ,fss �, / I�6'�, b-•� ° - '• toj0-\ tl 50 i S o - /� i•x F.FL Fva-r noon / .'�`' / OR,�, v '- s'P�y s'•° •. ScA e" r fes` GR - GARAGE FlWR ITt I / \\ rycG / •P r rs • 2 4a�Ka.:• .. .I+.wtyo yPN '1 Pfv yyo a(� cc� �J,, t / %. Q RNC .•. �'V` \ x3..5 a`1 Q9'3 J.2 b I f , (tl'Q• O 5J 2. FLOOD ZONE INFORMATION TAKEN FROM: / ::-;yT O J 0• \"Are fool - FLOOD INSURANCE RATE MAP No. 3510300482 H Jr L ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I u "!��\_�' 1 h 7 x-°T RAF .�•�y-- ,�$Rn Nt,� T,-, c�Q0 I y• �¢"6% i0 N�p�^ \ . ZONE X•: AREAS OF 0.27.ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD K �.�PA.`1E!!nN sti•Oo,._:: � ��• \ .f I� � I+'oDp PoaE�m r� `pY.-=•c Ga\'EtiEV wooD Dac ...' o d - R r r WITH AVERAGE DEPTH AR LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN \ / �::�):\:4;'�o y:�:dEo�-• ,P / �,;,; STEPS 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 19.ANNUAL CHANCE FLOOD. \ 4jc Fs '\•�° 1 J ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. f� z \ IiII• \ -�. u a"" / -/ 1 �' 1� e2 � +6 -/ f` "ev' s• % �� /� �. STORY J 9 %- Ll DRAINAGE SYSTEM CALCULATIONS: 6\ O yy\ - \`b�y. '\yr�- ° q.o ,!✓/\\ e M1`�./ xLB 3s.z• uNnc /o?' O._^4,. --t\_ �t` �°:.�° r' - ROOF AREA (ADDITION): 586 so. ft. OT• \wqt'' ifi( x� SFFP P v Rte' e ' w000 586 sq. ft. X 0.17 = 100 au. fi. 6' \ + .'� \` 100 cu. ft. / 42.2 = 2.4 vertical ft. of 8' dia. leaching pool required \ \�s /r//j/'} \ x� A 'a ^ z � PROVIDE (1) 8' dia. % 3' high STORM DRAIN POOLS Ly \ ALL ilri\ °°/\` i\ `\\ �Ir� ROOF AREA (GARAGE): 480 sq. ft. `� \\r,, _ _�,\ �X�%J `\�� o`'� \/ 480 sq. ft. X 0,17 = 82 cu. ft. \ dr, qy�° pIA °i' rM°F `\. r'j/.!' / o�TAQ'� �4r$v •SPAS}4,1, - 82 cu- ff. / 42.2 = 1.9 vertical ft. of 8' dia. leaching pool required - ti O\ •Y�P'%�. FO�'"OF 4CF '- " .jun%// - 'op'�,,, �'n� ' 5•t o F \ 4F e All PROVIDE (1) 8' dia. % 2' high STORM.DRAIN POOLS b�^'F 't'Fw s '�o S "F�o �a 4s i d4'B+4• _'�:. / \ gs q PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 9• c Alli �lFq 0?�2' ,_ \ PROPOSED B' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ,�. X 66,`3" or `�qv'/yy,�, Ir �kW\I � .5\1�`s Ts,� O 105 6O AND POOL BACKWASH ARE SHOWN THUS: + O e \ 4o``b ''"` y,, fq•, •, 0,1-E'SP-5 a 4 30 SON s C 2\9)A�j\,\\ _ IaL c�9 Aa �P EXISTING LOT COVERAGE �IpS 'Tt•�, � FOR DEC ADJACENT AREA (38,756 sq. ft.) APPROVED BY Bm DESCRIPTION AREA Y.LOT COVERAGE UNAUTHORIZED ALTERATION OR ADOIRON ♦0 O� TO lwe 720VEY rs A vNEW ON OF BOARD OF 1 RUSTEES .`F SECTION 72°9 OF THE NEW YORK STATE m HOUSE 676 5 ft. 2.3% EDUCATION LAW. q• EEDFV�RVEY KED NOTBEARING THLANSURRRSEAL TOWN OF SOUTHOLD $ 4 PORCH 358 sq. ft. DAY. EM9OSSEO SEAL SHALL NOT BE CONSIDERED G SLATE WALK 50 5 1t. O.1X TO BE A VAUD TRUE COPY. J,,,J IV 2q� .pA q• DATE $ f a' + EXISTING BUILDING COVERAGE ONLYTo THE SPERSON OR WHEOM TNHON E SURVEY f •Ad'o OVER UPLAND AREA (38,756 sq. ft.) CELLAR ENTRANCE 32 sq. t1. 0.1% IS PREPARED.AND ITN HIS BEHALF TO THE 3 WOOD STEPS 62 TIRE coMPANY,GOVERNMENTAL AGENCY AND o i • DESCRIPTION AREA X LOT COVERAGE O sq. 11. O.2X LFNDING INSTITUTION LISTED HEREON,AND 1.!✓, H SIGNEES OF THE LNOT TR INS'n- (2)SLATE PLAT. 36 sq, ft. 0.1 Y. TUTION.CERRFlCATIONS ARE NOT TRANSFERABLE. I HOUSE 876 sq. ft. 2.3Y. PORCH 358 sq. ft: 0.9X TOTAL 1.414 sq. ft. 3.71. THE EXISTENCE NT RIGHTS OF WAY TOTAL 1.234 s ft. 3.2X ANO/OR EASEMENTS OF RECORD,IF F�1 ! q' ANY, NOT SHOWN ARE NDT GUARANTEED. II , {�. .F�_+' q`F PROPOSED LOT COVERAGE IIIItIIrJ,ll{yl 1.,� =� PROPOSED BUILDING COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) I OVER UPLAND AREA (38,756 sq. ft.) DESCRIPTION AREA X LOT COVERAGE PREPARED IN ACCORDANCE WITH THE MINIMUM AUG 1 4 2 1g DESCRIPTION AREAX LOT COVERAGE HOUSE 1,587 Sq. H. 4.1% Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABUSHED BY THE LIALS.AND APPROVED AND ADOPTED FOR SUCH USE BY,TKfE EW YORK STATE LAND HOUSE 1.587 sq. ft. 4.1X (2) PORCHES 429 sq. fl. 1.0% TITLE ASSOCIATION: Land Surveyor e"T11F. : y\ vY�fTu Dt (2) PORCHES 429 sq. ft. 1.1% GARAGE 576 sq. ft. 1.5Y. 'C040.t1�', GARAGE 576 sq. ft. 1.5% POOL 548 sq, ft. 1.7% d, POOL 648 sq. ft. 1.7% POOL PATIO 8 sq. !f. 2.1Y. Tiffe Surveys-Subdivisions- Site Plans - Construction Layout - ,t ? !,• POOL PATIO 800 sq, fl. 2.1 Y. (5) STEPS 63 sq. 11. 0.2X PHONE(631)727-2090 Fax (631)727-1727 t;r fl. 4,103 q• if. 10.6Y. TOTAL 4,050 sq. TOTAL s 10.SX OFFICES LOCATED AT MAILMG ADDRESS < �- 4 1586 Main RoadP.O.Box lfi Jomespan.New York 11947 Jomespart,New York 11947 tAA.7 SUC N.Y.S. Lie. No. 50467 AVENUE TEST HOLE DATA N EW SUFFOLK VRVE Y OF PROPERTY (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 9, 2018 AT 9:15am) EL SI T UA TE . 7.5' 01 DARK BROWN LOAM OL 7' M A T T I T U C K BROWN SILTY SAND SM TOWN OF SOUTHOLD 3' .� SUFFOLK COUNTY, NEW YORK PALE BROWN FINE SAND SP �O LP S.C. TAX No. 1000- 115- 12-21 .3 GROUNDL WATER R 6. 7' rn SCALE 1 "=30' , � `gO JUNE 14, 2017 2 MAY 19, 2018 UPDATE SURVEY t3' �o yrnrnLO NOVEMBER 8, 2018 SITE PLAN P °g 07p v JANUARY 7, 2019 REVISE HOUSE ADDITION NOTE �o� 1% � �rn � MARCH 30, 2019 REVISE PER NYSDEC NOTICE 03/11/2019 r� � r ��` " APRIL 15, 2019 REVISE PER TOWN TRUSTEES rn �� A o O AUGUST 2, 2019 REVISE SITE PLAN Z�a � $ p \ \O •;q, rn O 1 O TOTAL LOT AREA = 50,356 sq. ft. �2� �� o/F X115 ` TO TIE LINE 1 .156 ac. ( e - d 1� 1 ERD YN DeAY ,, o oo X I \s r WETLAND AREA = 11 ,600 sq. ft. `� �, �=`rno GER gOL i '=\ � �s N►NI . (TO TIE LINE) o ��(1�y & CA .�i \ N o`'o X - �� ' z z �XO° I'• � O 41 '�9];l0 �oG Its \ GQQ r9 UPLAND AREA = 38,756 sq. ft. 601N° 1 Z4 9n�'°Q �__ -::::::::N �` I x '`j CERTIFIED T0: ° = eeNG� �`• . ;::24,,�=:..�� }�� r I X � 'a::•'� ' . N PHILIP B. CAMMANN p TI ...= _ AOC O MZ TEST 0 E✓ C £LG p� L I I •e Iyp FIRST INTERNATIONAL �_`" �• .::':':'.''::......" .�.. ...'.... ..^ .-G r �,I.. `Y ``K��RB N L TITLE AGENCY C, ::::................ a I Z tv 1, C111- _1110-1 1 (,6 R°WGPf*V��6r4 •',e . .$ TC 1 �, ; ..IIG• s„ oNFQ ,�°� \ ,�' ,. °• °•. ��933 q 0 s+ / ,., .:�','`•. 1 RPGK v / '<. ...:::... ., Rik\ G •- .''•";;., .e. I a`\ ..•I NOTES. \ � �Go e�� ` ✓l; rc \ O 1. ELEVATIONS ARE REFERENCED TO NAV zo Oo N �`f':i:::,. o �" ' I Q d °� " ` <�0 O •. c� riin y'rFn ` tt\ �? l r U \ D. 1988 DATUM W / o.�Y \� o �0 2 0 9.3x °° ° N 1.6 O 9 s / ` r o 1 \ , tl� .�• G NES x EXISTING ELEVATIONS ARE SHOWN THUS: xx.x N / m Wim: w.� ^, SELF n \. off. ?.:`. / GL ING GATE \ / \\ x ," \( F ► 0 E(� ° EXISTING CONTOUR LINES ARE SHOWN THUS: - -- - -XX -- -- _ _ / A '•' `�� o o�v \ 5 � o C\ ,, , •o �R� �o� F.FL. - FIRST FLOOR '� . •::.\ �.' 'P� ,( \ ? �O�2 Y , c C�� ., '��• Q{F.¢ ,rIP .�\C\ \�P'( °FR y ' . GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: m [. F.;;?'r:}?.,��. f\ \, \ , I Q _ • w E \ \ ' O R I yo. oG �' .Y •... lfgC S NIfyG � - o z 0 \ L,T_ P ° car k' O t O ' i, LEACNIN�\t� C\°� �c� • ° FLOOD INSURANCE RATE MAP No. 36103CO482 H •• � f. \ ryO s WN S• Z� \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINEDot� >. �Ra roc\o n S�� 0 � ► � w F ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD pA�IER.: SnrD \ \ oP 0� ` �1 °p Pp R l�'c� T FROP'-70 5F. . WOOD DOCK c IN 0.:::..\"R. p9 \ I �4\ RC// oCOVERED PORCH. Gy S rY WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN \ F :::`gin.::: GEOP r> �a I 'd /,c�� `.:.: ND 5TEP5 \ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. Lac .\o., 36.?1�11, \ ,>11tF`? �E ...:.' \ ',>_ HIM/y h w ' �. � 5. •., ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ "'6.� R.:: 1. '� �` PF o�% O• \ f \ Lar :, ; o,t ?S/ ,�.• °PE\ \ _ s,o• 4. 0 ,}.........112 F rA f l. ; . NOUS" Ri R v o E a r ;. F•s ._; �,' 3.' \ ° / Ec % 6F�NG I �\�cF° \no"o <. �� \ w 36. /C.N' m ' \G GAP° ► _.. �IIL \YSL�/Y �FS,:: °n'c ri `�\/ x� 2 UNC- 1.0 \ XX DRAINAGE SYSTEM CALCULATIONS: 00 7T 6', �ti qs &°pD s ROOF AREA ADDITION 586 s ft. all. \ 4 (ADDITION): q \ 111, F �........ }.j �� x \ STEp OOP �� Q e 586 sq. ft. X 0.17 = 100 cu. ft. �c\F`�.:;...� ;.:::_ �%' �,'/' \ 100 cu. ft. / 42.2 = 2.4 vertical ft. of 8 dia. leaching pool required :: \ x •?° �, a'r'.� � \ �`' of S• :a PROVIDE 1 8 dia. X 3' high STORM DRAIN POOLS awl. AIL r ROOF AREA (GARAGE): 480 sq. ft. 0.4 � s• ". .::::.:\Fo / �,r/ \�`• ,,F 480 sq• ft. X 0.17 = 82 cu. ft. \: 1 I I, q ,1 I. 4T AE,°�, f• ::' :::.::: �'P.:'::. :ff/'l" ';I.' Ilk 82 cu. ft. / 42.2 = 1.9 vertical ft. of 8' dia. leaching pool required �Gtitir �O, o �GFj ' s % a�'y F0�F oFli \ F yr Ego ao, .. c` ... �,�^ Ftico•� PROVIDE (1) 8 dia. X 2 high STORM DRAIN POOLS �\ N N✓GtiF 1iII, '" °yam 1�` F0�`:`:`:::.. s° r� S9° F �o �o q N PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: A ',r�° all, 'ATF o, \Nc C°` Fo � n n E,(GF�E �.c +�\ �s '0 C1 A PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF �� •66, \ °RJ�o dl 4�s Fra \!� �� OIF A$G� AND POOL BACKWASH ARE SHOWN THUS: " \ °soap° - 1 1.s- F $� oall, �°° 1,II, �•9G F �So�P10 Y 0 NO AN N � SON pO EXISTING LOT COVERAGE CD ies< FOR DEC ADJACENT AREA (38,756 sq. ft.) 41 kv �p UNAUTHORIZED ALTERATION OR ADDITION 0S �T�L�`6 p DESCRIPTION AREA Y. LOT COVERAGE TO THIS SURVEY IS A VIOLATION OF 91 SECTION 7209 OF THE NEW YORK STATE �S�Gc(4 HOUSE 876 sq. ft. 2.3% EDUCATION LAW. Ccj 6 9 COPIES OF THIS SURVEY MAP NOT BEARING o° T%c�j PORCH 358 sq. ft. 0.9% THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SLATE WALK 50 sq. ft. 0.1% TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN EXISTING BUILDING COVERAGE CELLAR ENTRANCE 32 sq. ft. 0.1% ONLY TO THE PERSON FOR WHOM THE SURVEY 31° OVER UPLAND AREA (38,756 sq. ft.) IS PREPARED, AND ON HIS BEHALF TO THE (3) WOOD STEPS 62 sq. ff. 0.2% TITLE COMPANY, GOVERNMENTAL AGENCY AND DESCRIPTION AREA Y, LOT COVERAGE LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- HOUSE 876 ft. 2,3% (2) SLATE PLAT. 36 sq, ft. 0.1% s TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. q PORCH 358 sq. ft. 0.9% TOTAL 1,414 sq. ft. 3.7% THE EXISTENCE OF RIGHTS OF WAY TOTAL 1,234 sq. ft. 3.2% AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PROPOSED LOT COVERAGE PROPOSED BUILDING COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) OVER UPLAND AREA (38,756 sq. ft.) DESCRIPTION AREA Y LOT COVERAGE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED DESCRIPTION AREA Y. LOT COVERAGE HOUSE 1,587 sq. ft. 4.1% III BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin FOR SUCH USE BY,,THE-NEW' STATE LAND HOUSE 1,587 sq. ft. 4.1% (2) PORCHES 429 sq. ff. 1.0% TITLE ASSOCIATION�� C3. Land Surveyor >e,, `'' �'�' ', (2) PORCHES 429 sq. ft. 1.1% GARAGE 576 sq. ft. 1.5% GARAGE 576 sq. ft. 1.5% POOL 648 sq. ft. 1.7% ` C{ POOL 648 sq. ft. 1.7% POOL PATIO 800 sq. ft. 2.1 Title Surveys - Subdivisions - Site Plans - Construction Layout POOL PATIO 800 sq. ft. 2.1% (5) STEPS 63 sq. ft. 0.2% PHONE (631)727-2090 Fax (631)727-1727 \ - G-pV - / J TOTAL 4,050 sq. ft. 10.5% TOTAL 4,103 sq. ft. 10.6% OFFICES LOCATED AT MAILING ADDRESSX !!! 1586 Main Road P.O. Box 16 a ' Jamesport, New York 11947 Jamesport, New York 11947 �_ N.Y.S. Lic. No. 50467 DEEP HOLE CREEK �, �, �, POSPISIL & BROWN Building Department Information: .Q) ARCHITECTS, P.C. Town of Southold Total Lot Area: 50,356 sf Section: 115 Block:12 Lot:21.3 Zone: R-40 Building Lot Coverage Chart Upland Lot Area:38,756 sf Required Principle Building Setbacks Accessory Building Setbacks Building: 1,298 sf Attached Garage: 283 sf Porches: 418 sf Front 50'-0" Front 50'-0" Pool: 648 sf www.pospisilbrown.com Pool Patio: 800 sf 1 Rear 50'-0° Rear Detached Garage: 544 sf 1 \� �f/ �/ 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Side 15'-0" Side 15'-0" Total Building Area=3,991sf (3,991 X 100)/38,756 sf= Side(Total) 35'-0" FloorArea 750 sf(Max) 10.3%Building Lot Coverage + 1 .2 1 Project Name: Height 35'-0"(Max) Height 22'-0' Lot Coverage Chart Building: 1,298 sf I �, \l, \�, �, , Cammann Residence Principle Building Finished FloorArea Lot Coverage (refer to chart) Attached Garage: 283 sf Porches: 418 sf Existin Proposed Total Required Proposed Pool: 648 sf 0 I g p Addition Pool Pabo: 800 sf 0Deep Hole Drive Detached Garage: 544 sf I� I First Floor 876 sf 442 sf 1,298 sf Building Lot Coverage 10.3% Existing Steps: 63 sf i L/ I z Mattituck, New York I 1 Second Floor 133 sf 723 sf 856 sf Total Lot Coverage 20% Max 10.5% Total Building Area=4,054 sf \1/ \1/ \I/ \�/� (4,054 X 100)/38,756 sf-- / 10.5% Lot Coverage Garage 283 sf 283 sf Total Finished FloorArea: 2,154 sf I� Edge�etlands �/ / � O I Flagged by Covered Porch 358 sf 60 sf 418 sf I En-Con5Ulatant5 I +4.6 I I Detached Garage 544 sf 544 sf I FLOOD ZONE At------------- I Climatic and Geographic Design CriteriaI FLOOD ZONE X' Subject to Damage From Winter Ice Shield Flood Air Air Seismic Wind Z Ground Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed �/ Grass I Snow Load Weathering Line Depth Temp. Required Index Index Category I p1 Moderate 130 mph � I 9" o 20 Severe 3'-0" 15 Yes No 1500 or less 52.2 B o +5.6 I to Heavy (ASCE 7-10) o I I q I I +6.7 C11 I I I s, I � C� � n•• ulwmc�crc � I Pio O� REFLECTIVE WHI' I, I !�\� Q Q' ,�Z 0 EFLECTIVE RED \NTONE#787 J I x O� 0010/ C� �\ y� i t I ti o0 0o I h 9 �t , co O 15'-I 1.. Q _ -. Or Propose O 00 10 IQ � o 0 1 a �Q'Q Covered d X00 E V. I Porch Oo O O poo ► . . ro � d � v P x Prol2osed I w 01 CD _ 3'`% .. 's„ O Po a o Pool i H I u I D I elocated `2 / I I OAT 1/2” Ic D o / -" 8.7 r /; STROKE I L I The construction type p / p -' 11 designation shall be I �I Build Up ade OC�j� r - c " _ E "u","III","IV"or"V" = I arouy�d g rage p Re I;I !, L. to indicate the construction �� 7t a 1 n2 �+r1 kx I r 1 Z THE classification of the I I O I e Ya d „ I G ,'r`PEnT'r-t'•Y:- ' � O o I Sld I FC�LO��,.��a i,v�,: cvl...,: v. structure under DESIGNATION FOR STRUCTURAL %1 +g O +7,5 I Setback 1. rrJIrP1�P;TiO v f;'.'�i r Av'JIED section 602 of the BCNYS COMPONENTS THAT ARE OF A- I FG i FOi iED CG: ;h:i_ ;a +7.4 FOUGi11 - t ri.,'.1i;;'G << ('LJ:,'!� iC TRUSS TYPE CONSTRUCTION 5 ■ I Q INTBuilding Dept. Comments 2-26-20 fi " FLOOR FRAMING,INCLUDING W I - -, I.`I'IQ-r'�'LATIC ! ^T F GP L I 4. I,<r; -,tJ�l,11d h',,�I ■ GIRDERS AND BEAMS I I RIVE AY - Proposed Pool Ectulp. I t- '1',jC�r. r.;`_; , ■ ■ �R» ROOF FRAMING 6 1 5'-O" located in garage I E` (< +,t l_LTL : ..,,. G.'O. Added Bilco Door BUILDING I I �ti��y ` ALL CONSTrUGTl3 w S;I�.!_L t' CT THc File for Permit 1-24-20 !red > : CIIJ ,_ tE c f ,� -IN EW FLOOR AND ROOF FRAMING Rett I I cv p u FtE�l ,,-P N'TS Or THE ..L DvS 0 , EW 51de Yard I YORi: STtiTE. t:OT ! ESi J�e_:DLE FG Setback Proposed new I Note: I Hsiol' Oii jt,l i,.IlU11 iirtvii i. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF driveway. I COhlr E' POSPISIL&BROWN ARCHITECTS,P.C-AND ARE FOR USE SOLELY SED BY SI n to be dls la ed on Exterior of Bulldln per code I I 12 I 1 �anials WITH RESPECT ONTHCIS PR,SUB-COECT TACTORSRE NOT OR BE PLIERS O" �e THE OWNER,CONTRACTOR,SUB CONTRACTORS OR SUPPLIERS 9 P Y 9 p I z f'-o" I 1io� et _ 10,- • y !S� Sas^ ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 0 I afl� i/ de G( F'��P LY WITH ALL COD E5 O- OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN I CO �� STATE & TOWN CODES �CHITECTS,P.C.SHALL BEDEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, �� I - PROPOSED I cls� e'� N=.vv YG RK S I IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND A- 9 O O 2 CA-D I j AS RE-oUIRED Ate} OF DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DUPLICATED, DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR I ARgGE p COMMERCIALLY EXPLOITED,IN WHOLE OR IN PAR rW t#i u' ` I I SOU T HOLD TOW WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, P.C. I +9.5 N N I SOUT OWN PLANNING BOARD I COPYRIGHT 2019. ALL RIGHTS RESERVED. 221_O,, I UTHOLD TOWN TRUSTEES Seal: N= I Or �. DEC I I � —'— —SEreACK I plower do ' " FRONT YARD 1 �,. A l� REQUIRED 50-0 ired� �P F F tilt tequ i r +8.5 I `Tr`r,c�M1 ie _r Uli 40'� L: T� Uiz Nr + 10.8 - - - N Inct�C...;,;`, ,Ir\ t• i 6is�..l` Q 9 F40 O Q Drawing Name: o � �ZONFk. 1 SITE PLAN � - a iFiCATION o Fk 1 6 ao1 , ;_EAD COiJ►�ENTBEFORE BUILDING DEPARTMENT INFO OF OCCUPANCY = ! DER USED li w11ATER " 0 VF 1 1110 Drawing Number: 01 S 1 T E PLAN + I 1 .5 DEEP HOLE DRIVE Scale: I G = I '-o" J1/' UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) • SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSON STRONG TIE RAFTER CONNECTOR MIN,DISTANCE FROM (POUNDS PER CONNECTION) HDU4-SNHOLDDOWN POSPISIL & BROWN Refer to table R 802.11 of the:I.R.C.2015 HDU4 SDS2.5 MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES TABLE B RIDGE 12" NAILS RV MMON ANYWHERE IN WEB OUT- Ultimate EXPOSURE B RIDGE 12" 1%"HOLE MAY BE CUT NAILS((��6"O.C. CARRIAGE BOLTS LARGER THAN 1 1/2" FORFULLLENGTH NO FIELD CUT Ultimate Design Wind Speed V(ult)(MPH) of STUD IN CANTILEVER HOLES IN HATCHED ARCHITECTS , P . C . RAFTER RAFTER RAFTER OR ROOF SPAN 120 130 140 � (2)2X GIRDER ZONES E OF HATCHED ZONE DO NOT CUT OR TRUSS SPAN (feet) o O 0 ROOF PITCH ROOF PITCH ROOF PITCH o BLOCKING @ 6�� NOTCH FLANGE. 6" ° o ENDWALL <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 WOOD POST 6" L1 2 X D 1 DI L2 11 2 X L2 D2 6" 6" 12 93 85 126 117 162 150 ° MINIMUM MINIMUM 18 118 108 162 149 209 194 POST ANCHOR (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE 24 144 130 198 182 255 237 LSU SIMPSON HOLDDOWN — HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS www.pospisilbrown.com WW•pospisilbrown.com HDU4-SDS2.5 REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 16"O.C. 28 161 145 222 203 287 266 TABLE A•END SUPPORT STRUCTURAL RIDGE BEAM MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT Southampton,NY. 11968 F: 631.283.3593 32 178 160 246 226 319 295 CONCRETE PIER a .. .a DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING) DETAIL , HOLD DOWN CONNECTION BETWEEN FLOORS JOIST 36 194 176 270 247 351 325 SCALE:NOT TO SCALE SCALE:NOT TO SCALE TJIp ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 6%' 7" 87/" 11" 13" 42 221 198 306 281 399 370 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE 1 SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 LSU26-2x6 DETAIL TYPICAL DECK RAILING/POST ANCHOR 9Y 360 V-6" 2'-0" 3'-0" 4'-0" 6'-0" V-6" 2'-6" 3'-6" 6-0" 5'-6" 48 246 221 343 314 447 414 PROVIDE CS20 WITH LSU28-2x8,2x10,2x12 11%" 560 V-0" V-0" V-6" 3'-0" 5'-0" 6-6" F-0" V-0" 2'-0" T-6" 5'-0" T-0" T-6" 8'0" Project Name: SCALE:NOT TO SCALE (5)8D COMMON NAILS @ EACH SIDE. PROVIDE CS20 OR LSTA 15 SIMPSON HOLDDOWN (2)16D COMMON NAILS 14" 560 V-0" V-0" V-0" 1'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" V-0" V-6" 3'-6" 6'-6" T-0" 9'0" 10'0" PROVIDE @ EA.RAFTER WITH(7)10D COMMON NAILS HDU4-SDS2,5 @ 6"O.C.OF STUD FOR FULL LENGTH PROVIDE @ EA/RAFTER WOOD BEAM 16" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'0" T-0" 3'-0" 6'-6" 10'-0" V-0" 1'-0" 1'-0" V-6" 5'-0" 6'-0" 0'-0" 11'-0"12'-0" ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Refer to table R 301.7 of the I.R.C.2015 Refer to table R 301.5 of the I.R.C.2015 SIMPSON BC COLUMN CAP C ammann Re s i denc e SIZE AS REQ. TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT ALLOWABLE USE LIVE LOAD DEAD LOAD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT STRUCTURAL MEMBER DEFLECTION woo0 POST Attics without storage 10 PSF 10 PSF JOIST o ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Rafters having slopes greater than 3:12 with finished ceiling L/180 Attics with storage 20 PSF 10 PSF BLOCKING @ENDWALL Deep Hole Drive DEPTH TJI 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 61%" 7" 87/8" 11" 13- not not attached to rafters Attics 30 PSF 10 PSF9L d 8yz', 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-6" 3'-0" 4'-6" 6'-6" T-6" Mattituck New York mo 3'-0" 4'-0" 6-6" 6'-6" 9'-0" T-0" 4'-6" 6-6" T-6" 8'-0" 1 V-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'0" 4'6" 6'-0" 8'0" 10'6" 11'-0" 12'-W Interior walls and partitions H/1 80 Balconies&decks 40 PSF 10 PSF e^ a as o FOUNDATION WALL WOOD POST o '" 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'6" 9'-6" 13'-6" 1'-0" 3'0" 5'0" T-0" 10'-0" 11'-0"13'-6" 15'0" Floors 0360 Guards and handrails 200 PSF 10 PSF - Ceilin s with brittle finishes(includingplaster&stucco L/360 Rooms other than sleeping rooms 40 PSF 10 PSF e"DIA.ANCHOR ROD(ASTM A36) o "" 560 V-0" V-0" V-0" V-0" 2'-6" T-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 9 P P g DRILL AND SET INTO TOP OF 2"MIN SIDE COVER RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 PSF FOUNDATION WALL HILT(HY200 ADHESIVE SYSTEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. All other structural members 0240 Stairs 40 PSF 10 PSF EQUIVALENT,6"EMBEDMENT,MAINTAIN X o KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. IMPSON STRONG TIE MIN,TO EDGE OF CONIC. SIMPSON PBS FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND Exterior walls-wind loads with plaster or stucco H/360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASE TIE MODEL NO.H2.5A SIMPSON STRONG-TIE ITEM HDU4-SDS2.5 SIZE AS REQ ., 4 HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAWROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Exterior walls-wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @EA.RAFTER PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD Exterior walls-wind loads wi':h flexible finishes H/120 SIMPSON STRONG-TIE ITEM.H2.5A MODELSIMPSON STRONG-TIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEI.®TJ-BEAM@ SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls L/600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAM/COLUMN ANCHORS ALLOWABLE HOLES -TJ @ JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE,NOT TO SCALE SCALE NOT TO SCALE p Z"bearing plate by Simpson FASTENING SCHEDULE — SIMPSONDTT2Z MPSON STRONG TI WITH 1/2"0 GALV. Refer to table R 602.3(l)of i.he I.R.C.2015 HURRICANE z"tread rod THREADED ROD WITH TIE MODEL N0.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED 6' Description of Building Element Number&Type of Fastener Spacing and Location @EA.RAFTER (INSTALL AT EVERY MAX,0 C.TO JOIST WITH MICROLLAMO LVL T2 X DIAMETER OF THE NOTES: p min.edge distance OTHER DECK JOIST) HOLDDOWN AND PARALLAM® LARGEST HOLE 13 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. ouble 2xmin. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY ROOF FRAMING A34 for header or beam 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. A34 1 Blocking between ceiling joists or rafters to top plate 3-8d common toe nail 3. NO HOLES IN CANTILEVERS. d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN 2 Ceiling Joists and top plate 3 8d common per joist,toe nail MT ILLUSTRATIONS AND TABLES. 3 Ceiling joist bit attached to parallel rafter,laps over partitions 3-16d common face nail MTs30 ,o cnw 1"coupler nut by simpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE DECK JOIST STRUCTURAL ENGINEER. 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(refer to table R802.5.1(9)of the I.R.C.2015 min.end distance MICROLLAM LVL AND 5 Collar tie to rafter,face nail or 14"x 20 ga.ridge strap to rafter 3-10d common face nail,each rafter LOOK JOIST PSL PARALLAM HEADER MAXIMUM ROUND (SOLID 2X JOIST OR 2X U3 ALLOWED HOLE ZONE DEPTH HOLE SIZE 6 Rafter or roof truss to plate 3-1 Od common 2 toe nails n one side&1 toe nail on each side HOLLOW COLUMN CONNECTION HANGER BLOCKING) 4/g" 1" SIMPSON LUS L/3 3 o DETAIL 3-16d common toe nail °� 5Y" 1 Y4" Roof rafters to ridge,valley or hip rafters SCALE:NOT TO SCALE 2X12 P.T.LEDGER WITH 7 4"to 20" T 7 or roof rafters to in.2"ridge beam 2-16d common end nail 5/8"THROUGH BOLTS @ SEE ILLUSTRATION FOR RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED DETAIL TOP PLATES&STUD WALL DETAIL I TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHIN ALLOWED HOLE ZONE WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4"MIN.SEPARATION FROM THE BUILDING)DETAIL 8 Stud to stud(not braced) 16d common 24"ocface nail SIMPSON STRONG-TIE ITEM SIMPSON STRONG-TIE ITEM: TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A3418GA 1.7/16"x2-1/2" A3418GA 1-7/16"x2-112" TYPICAL DECK JOIST TO BUILDING 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16"oc face nail USE 8-8D-PLACE @ 16'O.C. USE 8-8D-PLACE @ 16"O C. CONNECTION DETAIL NOT TO SCALE 1 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM SIMPSON STRONG-TIE ITEM: CS20 ° o SCALE:NOT TO SCALE 10 Built-up header(2"to 2"header with i"spacer) MTS3016GA 30"LONG MTS3016GA 30"LONG 11 Continuous header to stud 4-8d common toe nail USE 7-10D NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS USE 3-8D NAILS MIN.TO PLATES USE 3-8D NAILS MIN TO PLATES 7"MINI UM , o 12 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-10D NAILS TO STUDS (3)LVL 81, face nail on each side 13 Double top plate splice for SOCs A-D2 with seismic braced wall line spacing<25' 8-16d common (min.24"lap splice each side of end joint) LTP4 5/8"fd A307 BOLTS USE EVERY OTHER NAIL HOLE INA ROW TO PROVIDE o 0 14 Bottom late to joist rim joist or blocking not at braced wallpanels) 16d common 16"oc face nail THE CODE REQUIRED MINIMUM CENTER TO . ° o f c1 CENTER SPACING FOR NAILS 15 Bottom late to joist,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16"oc face nail 4-8d common toe nail ° 16 Top or bottom plate to stud 2-16d common end nail — MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:_BPS ACZ CV 17 Top plates,laps at corners&intersections 2 16d common face nail TO HEADERS BY MIN.1 'SIMPSON STRONG TIE' PROVIDE CS20 X 24",USE 9-10D NAILS @ STUD&9-10D INSTALL 518"DIA.BOLTS: 18 1"brace to each stud and plate 2-8d common face nail LTP4 NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:"F O.C.PER IRC 2015 R 403.1.6 UNO 6" WITHIN 12"FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS 19 1"X6"sheathing to each bearing 2-8d common face nail LTP420GA.3"x 41/2" CL AR PROVIDE LTP4 20 GA.3"X4 112"LATERAL TIE PLATES, (MIN 2 PER PLATE) (2)FLITCH PLATES SPAN USE 6-8D X 1112"NAILS IN PLATE&6-8D X 11/2"NAILS 20 VA"sheathing and Wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES 20 CUT INTO BOX USE 12-8d x 1-1/2"NAILS LE GTI- DETAIL POST&BEAM CONNECTION (6 NAILS INTO PLATE, FLOOR FRAMING 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TOFOIUNDATION FLITCH BEAM DETAILS (IF APPLICABLE) PLACE @ 32"O.C. MIN.12" SCALE:NOT TO SCALE 21 Joist to sill,top late or girder 3-8d common toe nail PROVIDE MINIMUM 7B' SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6"subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&beam-floor&roof) 2-16d common at each bearing,face nail 2°MINIMUM L I 26 Band or rim joist to joist 3-16d common each nail SIMPSON STRONG-TIE ITEM:CS20 20 GA. SIDECOVER (2)SIMPSON LSTA 21 (2)SIMPSON LSTA 21 20 GA.38"L(PLACE @ 16"O.C.) 1-114"W X 21"L ° STRAPS STRAPS CLEAR SPAN+24" (1)@ SPANS LESS THAN 6'-0"wl 1610D NAILS ° 20d common nail each layer:32"oc at top&bottom&staggered USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6-0"&LESS Date: 27 Built-up girders and teams,2"lumber layers TOTAL OF 18-100 NAILS THAN 12'-0"w/1610D NAILS o ®® File for Permit 1-24-20 2-20d common face nail at ends&at each splice (ADDITIONAL NAILING THRU PLATES&BOX o O I 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail SIMPSON HD5A AT EACH END A Note: °op e° ° °o�•;.°o OF WALL INCLUDING WINDOW E THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 29 Bridging to joists 2 10d(3"x0.128") each end,toe nail AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ROOF SHEATHING ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT SIMPSON STRONG-TIE ITEM:AB SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT 2X6 STUD WALL 16"O.C. OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN 15/32 STRUCTURAL I PLYWOOD ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN 6"edge 16"field(use 8d ring shank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, Structural Panels 8d common 5'0"from gable ends&eaves) PANELS INSTALLED VERTICALLY IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST&BASE CONNECTION P H T N BOTH SIDES OF WALL. 6"O.C. DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE E I J S EDGE NAILING AND 12"FIELD WITH PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT Diagonal Board Sheathing SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE'NOT TO SCALE Threaded 10D NAILS 1-1/2"MIN.PENETRATION WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, 1"x 6"or 1"x 8" 2-8d common per support Rod studs INTO FRAMING, P.C. 1"x 10"or wider 3-8d common per support COPYRIGHT 2019. ALL RIGHTS RESERVED. WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN FloorJoist Ceiling Sheathing(gypsum board) 5d coolers 7"edge/10"field Seal: Table R301.2.1.2 NYS IRC Windborne Debris Protection 3"No.8 SCREWS 12"O.C. nstall Washers Z AA`T I" Fastening Schedule for Wood Structural Panels /�a�E. J WALL SHEATHING Fastener Type Panel Span Panel Span Panel Span Structural Panels 8d common 3"edge 112"field / Q1_na t\ v A C. ,\ WASHER(TYP.) Less than or Less than or Less than or SIMPSON STRONG-TIE Structural Fiberboard Panels 1" 1)"galy.roofing nail, "head d or 1" 3"edge 16"field Equal to 4 ft Equal to 6 ft Equal to 8 ft HDSA BETWEEN FLOORS 2 crown staple 16 ga.1 y"long f R r `1/2"PLYWOOD = :,N� ,• its ` ewt & I 4 gaN.roofing nail, head d.,or 1" 3"ed a 16"field o. wood screw *MINIMUM OF SEVEN BOLT Structural Fiberboard Panels �° g 32 crown staple 16 ga.114.long based anchor with 16"O.C. 10"O.C. 8"O.C. DIAMETERS TO ACHIEVE TABLE Gypsum Wallboard(z") 1#galy.roofing nail;staple galy.1}" 7"edge 17"field 2"embedment length GLASS LOADS.THIS DISTANCE IS ` `> 0,1 o� long;I�screws type WS \\7TH gyp at �" 1 "galy.roofing nail;staple gale.is" 7"edge 17"field No.10 wood Screw DESIGNED INTO HOLD DOWN o OF NE.N"I Gypsum Wallboard(e) long;1 y:"screws type W or S based anchor with 16"O.C. 12"O.C. 9"O.C. DISTANCE MAY BE INCREASED (see table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD) WITHOUT AFFECTING LOAD 2-8d Common CAPACITY,PROVIDED THE Drawing Name: SCREW ANCHORS iagonal Boardea IngANCHOR NUT IS NOT C S °N'- -This table is based n 180 ultimate design wind speed&a 33'-0"mean roof height N 1"x 6"or 1"x 8" 2-8d common per support -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS OVER-TORQUED,WHICH 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. TYPICAL DETAILS -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2"PLYWOOD SIMPSON HD2A FLOOR SHEATHING frame.Fasteners shall be located not less than 2 J"from the edge of concrete block or concrete. WITH SSTB20 A Where screws are attached to masonry or masonrylstucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. 1"or less 8d common 6"edge/12"field WINDOWS-GLAZED OPENING NTE: 10d common 6"edge/12"field ALTERNATE ANCHOR BOLTS MAY BE DRILLED greater than 1" FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO Dia onal Board Sheathing OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES WASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: g g 2-8d common per support 1"x 6"or 1"x 8" ALTERNATIVE. LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING 3-8d common per support 1"X 10"or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING �—T No.8 SCREWS 12"O.C. Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear TO WIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD TYPICAL SHEAR WALL DETAIL (If Applicable) 1 a g q 9 P 9 9 \ I d to maintain the load path. I DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION T WOOD-FRAME BUILDING capacities,nailing requirements for structural members Shall be doubled,or alternate connectors,such as shear plates,shall be use p PROTECTION DE C C 0 0 U G NOT TO SCALE ALTERNATE TO 130 MPH&CLOSER THAN ONE MILE TO COASTLINE R GREATER N R A 4 P ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. O G E TER THA 0 EQU LTO 1 OM H CERTIFIED WINDOWINS TALLATION PLYWOOD PANEL WINDOW ANDD RPROTECTIONR 1-16d nail er f 00 FOR WOOD FRAMED h number of nails shall be permitted to be reduced to foot.tubers the tabulated nu a `� ' continuous over connected me to a 2 When wall sheathing Is c mtl uous o p P BUILDINGS ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &11718"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs DETAIL: PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE 1 POSPISIL & BROWN ARCHITECTS, P. C. www.pospisilbrown.com 141 Hampton Road T. 631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Cammann Residence Deep Hole Drive 3 Mattituck, New York A-G 23'-7" FOUNDATION PLAN LEGEND ±35'-5%2' Exist Fv Proposed Foundation I23'-7" i---� Existing Construction To Remain ' 101-81112'-1 1 Existing Construction To Be Removed ................................ 3 Poured Concrete Foundation Wall A-4 8' 2'-2" I'-I I%2'L. ±9'-O" I'-1 I%2 zzStone/ Brick Veneer 2 1 8'-6" Garage(nate w_TFT_ina7 Door Selection 2 I _ - I DropFoundation C.M.U. Block Wall I A_G Q @Garage Door A_G - — — - Poured Concrete Footing = _ Unexcavated I — — ._ � ®i Steel Column _ L_J _ ®� Wood Column Note: Contractor to verify all existing conditions andt Step Footing Max 2: 1 ❑ Post From Above dimensions. Any discrepancies, omissions or problems shall _ — be reported to the architect before submission of build. I T.O. Wall O —-— Beam Line =N EL. ± -P-5" i Direction of Framin Above I I T.O. Wall N I WNt L� g �o + _ I T.O. Wall B.O.F. Bottom of Footing #5 Rebar dowelIns EL. _ I -2 T New 2 x 10 Floor Joists I (Match Exist) I\ O T.O.L. Top of Ledge i @ I G' O.C. T.O. Shelf T.O.S. Top of Slab L----_-_ ------------ < - T.O. Exist. Wall = Unfinished I Unexcavated 2 T.O.W. Top of Wall ashe Dryer EL. -112' ❑ Basement l04" thick concrete slab w/ 6x6 A-5 New Flush (2) 9 �" L L r /o WWM over G mil polyethylene Wn Ed. Equal _ _ 4 __ moisture barrier on well = E I _--__ ' compacted sub-grade N F.V. Field Verify O ±34'-10" Existing F.V. 6, I 10'-0" I 1,511 8" 4,1 O.C. On Center °� �Y' EZ I 1 --- 73 l New 2 x 1 0 F.J. - I 4" Furnace 6' N O I @ I G" O,C, - 4" T.B.D. To Be Determined Existing Unfinished O " DN II I I I 5 U.O.N. Unless Otherwise Noted Basement 4" i O New Flush(2) 9 4 LVL I - o -- i Coordinate Location of 4x4 CV o A.F.F. Above Finished Floor I O 1 _ I J stl post with Final Stair layout X UP A-5 A-5 z l I — (3) 2x 12 I I 1 I 11-11 1 New closed riser staircase t +' _ Framing Notes — — — —�— — — �___-_, — — I '1--— — _ _ —— - — railing to code I to m New Flu5h(2) 9 4' LV + (1) 4'x 9" 1 .) Provide solid blocking below all frame walls. A.C. j i I I Steel Flitch Plate - 2.) All dimensions are from framing unless otherwise noted. Unit i i New 3 I-„ Dia Column New 2 x I Of loor oists 3.) Use (3) 2x8 headers for windows and doors unless I I I „2 @ I G” 0.C, otherwise noted. I I on 24 x 24 x 12" 4.) Wide flange beams with offset point loads from above to i �ILL_ reinforced PC footing- —.10 ±7'-3" Con ractor ify I I _ below ost above +� 70—F ield erlfyreceive web stiffeners below offset point load, typ. p �' - 11W11 I I N �IS> ,-010 _J O U I I aU s o I O _I� 121-311 o p ( Q Building Dept. Comments 2-26-20 I 1 • O I I W Cn I O �D m l Added Bilco Door 31 #5 Rebar dowels @ N Stora e x I I 1 1 2" o.c. vertical N `n I File for Permit 1-24-20 z , Iremove existing _ 24" long set G" Into LL staircase In its 3 existing fnd. grout 3 I Z __ _ •_� THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF entirety q_5 I I solid - typ z 3 POSPISIL aBROWNARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS A-5 ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, ALI N IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE ±30-3" Exist FVPROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR 22'-1 1" PROPOSED FOUNDATION ADDITION COMMERCIALLY EXPLOITED,N WHOLE OR IN PART WITHOUT e. WRITTEN AUTHORIZATION OF POSPISIL R BROWN ARCHITECTS, P.C. COPYRIGHT 2019. ALL RIGHTS RESERVED. 3 Seal: �-4 --- Afro IL PROPOSED FOU N DATION PLAN / FI P\5T FLOOD FRAM I NG PLAN J I �1E05 qTF Of NE`�I In Drawing Name: FOUNDATION PLAN Drawing Number: - - 3 A-G POSPISIL & BROWN FLOOR PLAN LEGEND ±35-5%2' Exist FV 23'-7" Proposed Addition ARCHITECTS , P. C . 3 I 101-61 12'-1 1" Coverreded Porch Existing Construction To Remain A-4 Equal Equal 2'-2" 6'-5%z' 6'-5%2' www.pospisilbrown.com Existing Construction To Be Removed 1 141 Hampton Road T: 631.283.3465 New Framed Construction \� Southampton,NY. 11968 F: 631.283.3593 Poured Concrete \ \ \ t7 i C.M.U. Block — Eq. Equal \ \ \I \ \ I Project Name' J I\ \ Centerline — — - — — 2 _ \ \ 2 \ \ - — — — — — - -- — un F.V. Field Verify ammann Residence - - - - - -- - - - - - - - - - - - - - - ---- - - - - - 0.C. On Center - - Coy red Patio ' \ � _ I BILIe Stone \ I �[] I = 10 Deep Hole Drive Mattituck, New York T.B.D. To Be Determined — _ \ \ U.O.N. Unless Otherwise Noted A.F.F Above Finished Floor 04 _ = O I o \ N ULn \ N Contractor toI \ 4-Q inspect existing i A-G I 0 Wood Steps o o \\ Note: All dimenslons are from rough framing unless otherwise noted. shower for leaks I 7 7 \ \� O 110 O O 312 108 01- Entry FEntry Foyer - � 15-Label steel, Self 1-I I i Floor to closing Door. \ \DS RF L Match Existmg 1 05 2 \ S Duplex Outlet _ ;_1 O ± 10-2 F.V. 211 I O'-4/2" 2' 12'-4" 3%2' Switch CE I \ I= Kitchen • Renovate — Bedroom No.2 j - EbPorcelain Surface Mounted Ceilm Fixture -- - - --- -- Hall O I ----J o 0 Smoke Detector (by others) BathExi5tln o I 3/2 -3 _/ I Car Garage NN 1— / i , IX cr7i Carbon Monoxide Detector (by others) Porch I 36 g', %I g 1 1 = — Concrete Floor Q / ---- 1 --J L------------� I _-J LINEN ® 0 1 —. ,\ / LLJ - ---.._ -- -- -— -—— ZProvide "t e 'x' NO 2_E x 6.0..ISLAND I— I_ O — E - I 8 Yp 107 ......., .. .. " _— gYp board on 0 / I I j I Surfaces I I T11 �103 I New clobeid riserI1 stamcasp k railing uPA-5 0 A-5 I to coded Ao/ - - ----- ' ---- -I xistin to remain I I I I I 9 ±26'-G% F.V. i i I i 3/2.. ± 19'-3314" F.V. i i 'n 3%2' 1 2'-4/8" 3%2" Great Room LJ Existing to remain I L----- m Line of Existing Walls _N / i to be removed Remove Existln ---u�l i LJ Staircase in its i i v a� U� Oil I / entirety i t I I � _ 11 I ; �, Den 1 / ---------------------------------+------� I--————cM . U� Floor to +lu'� l �t�_ L--- - match Existing / � L----- I I ,F i I . . � O J -I - .F / 8" I I l Equal i Equal / 1 O Oi EXi5ting i I 0 I ( 102 03 Ah n 104 105 106 // Stoop I 1 8'-0%2" — — — I Window = Window Above / ±36'-3"Exist FV 22'-1 1" Proposed Addition / 3 / / A-4 / / P ISO P O S E D E I K5T E LOOK PLAN Date: IFile for Permit 1-24-20 Scale: %4" I '-0" Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY — -- — — WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS � ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT NOTE: i1ANDRAILSHALLBE OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN O 0 ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN — PROVIDED ON AT LEAST ONE SIDE ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, I " OF EACh STAIRWAY W/ TWO OR IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE MAX MORE RISERS PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR LQ W COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT = NOTE: MAX TREAD RISER WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, P.C. z_ DIFFERENCE g" COPYRIGHT 2019. ALL RIGHTS RESERVED. -------HANDRAIL MUST BE RETURNED Seal: C. 31-011 —� Y" MIN CLEARANCE N Note: s, UIL405 The greatest tread depth within any flight of stiars qT�of r,Ew �v MM 4" - shall not exceed the smallest by more than 8" CLEARANCE Similarly that within any flight of Stairs, the largest Drawing Name: winder tread depth at the 12" walk line Shall not FIRST FLOOR PLAN exceed the smallest by 8" MAX 9„ All treads Shall all be equal * all treads @ 12" MIN walk shall be 10 2" wide (excluding the bottom tread, which Shall not exceed 10 8") Drawing Number: STAI K / GUARD RAIL CODE REQU I IDEM ENTS ° Scale: %2" = 1 '-0" POSPISIL & BROWN 3 A-G ARCHITECTS , P .C. Roof Below 23'-7" Pro 05ed Second Floor Addition www.pospisilbrown.com 141 Hampton Road T: 631.283.3465 FLOOR PLAN LEGEND 2 - 10'-8" 12'-1 1" - 2 Southampton,NY. 11968 F:631.283.3593 A-G A-G 2'-2" Eq Eq 4'-41 1 Equal Equal Existing Construction To Remain Ridge I 0 Below \ j Existing Construction To Be Removed I 12 _ em Project Name: 3 r i New Framed Construction - --- A-4 _ w D I I Cammann Residence Poured Concrete - -L-- INI � u� C.M.U. Block ' 3y2n �%2` ` 1'-4"1 4'-0%2 I3 I 8' --_- - Dee Hole Drive Eq. Equal I _ Laundry � � � \ II/ � 09 p Room ;;t Cou ter m 11 Shower F- II Mattituck, New York Centerline r Existing Roof Below The Floor cM it m Field Verify �.. ` ' � I 08 F.V. fy O FDiO\ � 20 I 15y2' II 11 O.C. On Center 0 3y2' ,` G'-�2 3/2' •71-7" � 81-II� � 3/2 T.B.D. To Be Determined �\ �I -- -- — [' 31 -3" 3'-5' DN P0 Note: Contractor to Verify I ' L———— -— final deck size with 5e ect d I e U.O.N. Unless Otherwise Noted I - _ ^ -- -- Hallway Master Bath ° whirlpool, windows to be m ------ 2 _z centered on whirlpool tub A.F.F Above Finished Floor The Floor 411- I, � ? N l -- -- Radiant Heating - A-5 Q \\ ".> m Guardrail to In —— —— code o Open t — ��.:: IOP o Note: All dimen5lon5 are from rough framing unless otherwise noted. — - -- I --Y- =- --- __ l Clow ---- 1 J ®. A-5 0 I \�: G' g.' %2" I c� 1 2'-0" 5y2" CL Duplex Outlet .\..\ L � 1\ 11 11, O Switch Wood Floorkff Porcelain Surface Mounted Ceiling Fixture ; I 1 0 I 1 EM, 0 I � Smoke Detector (by others) � I I _____ I Flue From Gas FP Master Bedroom m o5 GM Carbon Monoxide Detector (by others) I Wood Floor I I Existing Dormers I I I I 04 F.V. I I 7'-0" I 5y2 1 51-4" 3y2" I I I dl�1 _ I 3 - — ,. 1 A-G A-G - O 201 02 03 3'-7'/2' 3'-1 Oy2' Equal Equal 3 7'-0" 1 G'-1" P ISO P O S E D SECOND E LOOK PLAN A-4 231-711 IGable End SCale: �4ii = I i-0`i WINDOW SCHEDULE DOOM SCHEDULE NO. MANUFACTURER/ TYPE MODEL Width Height FINISH HARDWARE MUNTIN GLASS REMARKS NO. MATERIAL/ SIZE SERIES (R.0.) (R.0.) MANUFACTURER TYPE MODEL# W H TI-1 FINISH HARDWARE REMARKS LOCATION F— O Existing to Remain z O Existing to Remain = Date: W 0 Mahogany/Tem Glass Ent Door 3'-0" G'-8" per Stain Hinge,Lockset, Dead bolt, With(2) 18"5,de Lltes i0iP �T Front Entrance Int: White 7 W MFG W.5trip,Threshold + Mahongany Screen File for Permit 1-24-20 w of Andersen/400 Series Awning AN 281 2-8 I'-9" Ext: White 5 SDL Low- E Vented = � T.B.D. per Remote O.M.wan mo"mted Mahogany/Temp Glass Overhead Door 8'-G" 8'-0" p Stain Garage Note: Q L 02 TBD MFG openers w/saftey sensors THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF W 03 P iDF Solid Gore/ Barn Door 3'-O" G'-8" i 4" TBD Track Closet POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY _ T.B.D. WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY 04 MDF Solid Core/ Raised Panel (2)2'_0" G'-8" 1 4" Painted Hinge,PUlls Coat Closet THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS Woodwright Dbl Int: White ?5DL Low- E N T.B.D. 0 Andersen/400 Series WPW 410410 4'-1 18" 5'-O8" Ext: White 8 L9 -+� ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT Hun Full Frame O g„ Hinge,Lockset,W.5trip, Garage OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN i o5 B-Label Fire Ported Steel Raised Panel 2'_g'� 6'-8" I Painted g Woodwri ht Dbl i, 7. Int: White 7 0 4 Threshold,Self Closin ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN io Andersen/400 Series g WDH 2(410 2'-8 5-0-' S SDL Low- E Cottage Sash O N g b 8 Ext: White ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, Hun :Cotta e Sash O N 06 MDF Solid Core/ Raised Panel 2'_8" G'-8" 14" Painted Hinge,Pulls Basment Stairs IN ADDITION TO THE COPYRIGHTS,THE DESIGN SHOWN AND Woodwri ht Dbi �, �„ Int: White � os Ander=.en/400 Series g WPW 4 104 10 4-I I-' 5'-0- 5 SDL Low- E °� T.B.D. Hun Full Frame e a Ext: White � DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE Woodwri ht Dbl 8z„ Int: White 7 MDF Solid Core/ Raised Panel " I— �— i 0 2'-8" G'-&" 14 Painted Pocket, Pulls Bedroom No.2 PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR g SDL Low- E Cotta e Sash (n T. D. COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT oa Ander=en/400 Series WDH 1 264 I 0 2'-8g' S-Og Ext: White 8 g / WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, � Hun :Cotta e Sash O Woodwright Dbl z„ Int: White SDL Low- E Cotta e Sash P.C. os Andersen/400 Serres WDH 2641 0 2-85 5-05 a 9 Hun :Cotta e Sash Ext: White Oo Andersen/400 Series Woodwright Dbl WDH 2G4 10 2'-8L" 5'-0'-" Int: White a 5DL Low- E Cottage Sash O 8 d Ext: White COPYRIGHT 2019. ALL RIGHTS RESERVED. Hun :Cotta e Sash O MDF Solid Core/ Raised Panel Hinge,Passa e Laundry Room Int: White ? 20i 2'-8" G'-8" 14" Paintedg Y o Andersen/400 Series Awnin AW 28 1 2'-8" 2'-4T" xt: ite a SDL Low- E Vented n T.B.D. Seal: ILL� g a nt',White SDL Low- E Vented = 02 MDF Solid Core/ Raised Panel 2'-8" G'-8" 14" Fainted Pocket,Pulls Master Bathroom os Andersen/400 5erie5 Awning AW 281 2'-8" 2'-48" e L T.B.D. �O s MDF Solid Core/ Rased Panel Hinge,Privacy 09 Int: White 7 i +� 03 2'-8" G'-8" 14" Painted 9 Y Master Bedroom Q- OAndersen/400 5erie5 Awning AW 281 2'-8" 2'-48° Ext: White 5 SDL Low- E Vented p T.B.D. J 7 204 MDF solid Core/ Rased Panel 2'_8" G'-8" 14" Painted Pocket,PUII5 Walk-in Closet J i Andersen/400 Series Woo lw nht WDH 21032 3'-01" 3'-47" Ext: White 5Int: White DL Low- E Contractor to F.V. the size. To LL_ U O T.B.D. Match existing adjacent window I- 4' 'fir ;iy k OLu 3i Int: White Z Provide Cottage Sash Bar ATF OF [dE` yCl of Andersen/400 Series Casement CX 5 2-81 5'-0 5 Ext: White a 5DL Low- E Left O enm ; E ress 0 Andersen/400 Series Casement CX 15 2'-8�� 5' 0 8' Ext.White a 5DL Low- E Provide Cottage Sash Bar os ixed Andersen/400 Series Casement CX 15 2'-8" 5'-0 8" Ext:White a SDL Low- E Riqht Provide eotna9 E5a5h Bar Note: g Drawin Name: O 0 04 Andersen/400 Series Awn ng AW 281 2'-8" 2'-48" Int:Wrote a SDL Low- E -Provide extension Jamb5 as field conditions dictate. PROPOSED SECOND FLOOR PLAN -Provide the Architect with a complete set of shop drawing5 for approval prior to placing window and door order. Any windows or doors os Andersen/400 5erie5 Awn ng AW 281 2'-8" 2'-4'-5" E t.White a 5DL Low- E ordered without approval form the Architect will be the responsibility of the Contractor.LL WINDOW DOOR SCHEDULE 7.. Int: White z -Provide � Install all Required Doors, hinges, catches, stops owner provided lock5et. Contractor shall verify all sizes and review all Interior and z �o Andersen/400 Series Awnng AW 281 2-8" 2-45 Ext: White SDL Low- E exterior door Swings with the owner prior to ordering OU o Andereen/400 Series Woodwright Dbl WDH 203 10 2'-28" 4'-Oz" Int: White S SDL Low- E Cottage Sash W Hun :Cotta e Sash Ext: White Woodwright Dbl I„ 7„ Int: White Z 5DL Low- E Cotta e Sash 08 Andersen/400 Series WDH 20310 2-25 4-45 a 9 Hun :Cotta e Sash Ext: White 0 oe Ander5en/400 Series Woodwright Dbl WDH 203 10 2'-2'" 4'-4� Int: White 0 SDL Low- E Cottage Sash ; Tempered Glass Drawing Number: Hun :Cotta e Sash e e Ext: White Mull Windows 209,2 10 # 21 1 Woodwri ht Dbl �, Int: White z Cottage Sash ; Tempered Glass o Andersen/400 Series g WDH 203 10 2-25 4-45' Ext: White a 5DL Low- E Mull Windows 209,2 10 2 I I Hun :Cotta e Sash ggTempered Andersen/400 Series Woodwright Dbi WDH 203 10 2'-28" 4'-4Z" Ext:White SDL Low- E MuIlhite 7 tWindows 2092 0 211 15 - Hun :Cotta e Sash Andersen/400 Series Awning AN 25 1 2'-4 8" I'-9" Ext:White e SDL Low- E Vented Os Andersen/400 5erie5 Awning AN 25 1 2'-4 8" p-g l Int: White a 5DL Low- E Vented Ext: White �o Andersen/400 Series Woo 1wnjht UFT— WDH2442 -G5" ' ' Int: White a Hun :Cotta e Sash 2' e 4-4 a SDL Low- E Cottage Sash Ext: White POSPISIL & BROWN Top of Ridge ARCHITECTS, P.C. 7� www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 I Plate Height @ Second Floor Elev. + 16'-I " L111 fill I I If Project Name: r�rIfi ® 2 \ f3 \ 1111 111111 Till 11 1111 If 111111 111111 111111 111111 111]1 111111 fill I 111]11 IIH 11 IlTii it 111111 1111 11 fill III Cammann Residence CO �� 10 211 - if 1111 Awtlyffl 11 if 11 11 IT 11 if I 111 1111 11 1111 11 111 - 12 -- 0 ±7 U15t Deep Hole Drive 15H9.11111 111111 111111 111111 IiTiI IIIII NIII -TITT 11 111111 1111 11 11 IT 11 11 IT 11 1 Top of Existing Sub Floor @ 7 11111111 If IT 11 11 IT 11 11 IT I I Mattituck, New York Second Floor - I. Top of Exl5ting Ceiling @ - First Floor CIA E I I o i � I / I � Top of Existing Finished Floor Top of 51ab ca_! age _---- - !`( �J- Ll Elev. - P-4" verageDaae------------- 231-711 Existing to Remain Proposed 2 Story Addition PFOF05ED ERONT (NO 'H) ELEVAT101W�1 Scale: %4a Top of Ridge 12 7� Plate Height @ Second Floor 11 RTY 1 11 11 If IT 11 11 IT 11 11 IT 11 liiiiiiiiiiiiiiiiiiiiillillilljlllI qIiiii Lill Jill I � / \ III Iiiiii fill 11111 if I III if il Ill 11111111 1111 11 IHI III / \ fill 11 If IT[I fill I!I 1111111111111 � 1 11 If 11 11 �\ 14 \ / �o I E 20 I \\ 02 File for Permit 1-24-20 N Note! -1 Top of Existing Sub Floor @ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF Second Floor POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY I I WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY EI ev. + 8'-7" THE OWNER,CONTRACTOR,SU&CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT TO of Exlstin Cellln -- OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN p g g @ — _ _._ _ ��--� -^ ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS^AND RETAIN First Floor 1 —� ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND Elev. + f 8'-O 4" a DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR I COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT II i y,✓ I WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, COPYRIGHT 2019.ALL RIGHTS RESERVED. O I i ° _ 4/! 110-1 102 103 104 105 106 1 I I Ell _ � I seal: To of Exlstin Finished FI v0IF405 v• lyTF OF NE`"� DreWng Name: p. PROPOSED ELEVATIONS PROPOSED REAR (SOUTH/ WATER S1 DE) ELEVATION Drawing Number.' POSPISIL & BROWN Proposed Ridge Beyond ARCHITECTS, P. C. k. Top of R�doe Top of Ridge—_--_--_—_---_—.—.—_--_------ Elev. + 23'-G"— — Elev. + 23'-G" TT www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 i i �plate Height @ Second Floo. Jill L Plate Height @ Second Floor --_ Existing Ridge Project Name: fill 11 111111 ill 11 111 11 III IIIIIIIIITIIIIITII 111111 111111 111111 11111111 111 11111 11111111 45 6 \ ® FM E 111111 111111 11 If 11 11 IT 11 11 11 11 1111 11 If I 1 11 1111 11 1111 if 1111 11 1111 1 11 if 11 11 ITII 111!11 fill 11 1111 11 11111 1 1111 11 1111 11 1111 11 1111 11 11 IT 11 111111 1111 11 1111 11 1111 11 111111 1111 11 1111 11 111111 11 If 11 11 IT 11 11 ITT]1111 1111111111 1111 if hillihiliIIIIII 111111 1111 11 1111 11 111 Cammann Residence I III 1 11 11 if ILLLLI[ 0 08 09 r` Deep Hole Drive N Mattituck, New York N Top of Existing Sub Floor @ 11 111[if 1111 11 1111 11 1111 11 1111 Top of Existing Sub Floor @ --Second Floor Alk Second Floor —— 'k— Elev. T 8'-7"' ---------------- -- ---- Elev. + 6-7" ------- Top of Existing CeIlmg @ _ Top of Existing Ceiling @ i First Floor irst Floor F � Elev. + ±8'-0 4' 7 \ 8 \ Elev. + ±8'-0 4„ E - O — y�Top of Existing Finished Floor Ak, Top of Existing Finished Floor �f Elev. + 0'-0" _--.--.— ----- — Elev. + Ov-Ov' --------- - -- T Ll Average Daae-"'----.-- Average PROP05ED (WEST) 51 DE ELEVATION PROP05ED (EAST) SIDE ELEVATION I2 SGale: X4" = I '-0° Scale:%4" = 1 '-0.1 _ Typ. Exterior wall- refer to detail 2-A-5 ontinuous flashing extended over top of edge of ledger 2x6 Pressure treated ledger board w/ galvanized ;:<':; ;: 2" carriage bolts @ I G" OC staggered Standing Seam metal Roofing by ATAS International Inc or approved Ii equal. "Dutch Seam" 24 gauge 15" wide Roof panels without stiffening ribs, clear anodized. Color: Charcoal Gray G2 Strong Seal Rubber underlayment I /4' CDX plywood Top of Ridge @ Existing Ridge Si Elev. + 15'-9-4--------------------——--- -------- --- — I Plate Height @ Knee Wall I 3'-0" ± 2 Elev. + 13'-7"------ -- :. .. ' 12 -,---Note Adjust O.H. to g 2x �4 align with existing fascia — Oen Shelves 6 Roof rafters Top of Existing Sub Floor @ 2nd Floor Her Closet HlsCloset File for Permit 1-24-20 OC Note: (3 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY 11 I x Azek fascia board w/crown WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ' r- - To match existing ptd ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT .... ii OUTSIbE�THE SCOPE OF THE WORK.POSPII131CR BMW 2xG Cedm Joists @ I G" OCI' I;iiif';j!;I!'1i - I, 9 I4ih !x Azek frieze board w/crown ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN " To match existing- ptd ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND ;� u [� DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR 3 2" x 7 " APB Den +I Hallwa Office COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT I'.... j WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, 2' lag bolt- cap off exposed cavities P.C. I V COPYRIGHT 201 B. ALL RIGHTS RESERVED. I x4 centermatch Azek beadboard soffit, ptd. Top of Existing Finished Floor rl ---0'-0" ----------------- seal: 12 E " §I 2xG Pressure treated ledger board w/ galvanized i 5 ER R,_y\ z 2' carriage bolts @ I G" OC staggOLMEo ered ` < J I x4 Azek frieze board ptd 4" x 5 2" deep clear cedar or mahogany c brackets- All jointed must be cjlued with PL I '��..��.........: ,�� . s/8' dia. machine bolt w/ metal washer. or W .. l' Cap off exposed cavity { — Provide 5 I/4'x5 Y4" PsL posts Inside 2xG framing wall for brackets support Existing Unfinished Basement 'srX X 7 7 7 7Drawing Name: .i PROPOSED ELEVATIONS SHED ROOF DETAIL GARAGE SECTION THROUGH DEN Drawing Number. Scale:%4" = I '-0" b F♦ _ F� POSPISIL & BROWN ARCHITECTS , P . C . 12 [� 1 2 �/- 30 year architectural asphalt shingles Color : TBD ±7 to match existing /- 30# Building Felt www.pospisilbrown.com Ice * water shield on all eaves (min 24" 141 Hampton Road T:631.283.3465 \; from inside edge of exterior wall ) valleys Southampton,NY. 11968 F: 631.283.3593 -- j \ , .: �- 3/4" CDX plywood ----- 2x 10 roof rafters @ I G" O.C. w/ _. closed cell spray Insulation Min R-30 i � ',, m \ 2x Insulation stop Project Name: Roof hurricane strapping; see sheet A-O. I ._ (2) 2xG top plate PLATE HEIGHT_@ ADDITION Cammann Residence - Dressing 2x Sub Fasaa Deep Hole Drive Room Master Bedroom I x Azek Sub Faslca + Crown- - td and to match exl5tln p g Mattituck, New York = Ix4 centermatch Azek beadboard U soffit, ptd. Line of Handi all to code- Blocking as required refer to det II 2/A-I I I%4" rou h overhan I x Azek Trim, ptd. to match existing n to match ex15tln6J AV I I Hallway - --- �r Garacle g eetrock Flnlshed Floor Hurricane strapping; see Typical Diagram Sheet A-O. I 4" Plywood subfl or- j Unexcavated o 2xG bottom plate glue screw N TOP OF SUB FLOOR @ FIRST FLOOR ELEV + 6-7" r------ ----- 2x 10 Floor Joists with closed / � cell spray Insulation min R-30 r-- 777 Existing r----- 2x I 0 Rim Board i Foundation F.V. � , -- BOTTOM OF FLOOR JOISTS - - - - - - _ - - ELEV + 7-82' L a TypeX 2 Sheetrock 2x4 wall studs @ I G" G.C. closed cell spray Insulation SECTION T H f�0 U G H ADD Thorughout min. w/ R-2 I Insulation TION Garage ° 8" Sheathing IHydrogap Drainable house wrap Scale: %4" = I '-0.. ° 18" Double dipped Mallbec cedar perfections AV TOP OF EXISTING FINISHED FLOOR@ FIRST FLOOR ELEV + 0'-0" 12 �, ° ° Hurricane strapping; see sheet A-0. I 7�= 1 CAR GARAGE O (2) 2x4 treated sill plate with 5111 sealer copper kraft termite shield 4" thick poured concrete slab 5/5" x 16" hooked anchor bolt with washer at top \\. to @ 32" o.c., 12" from corners and openings- typ. (min 3500 psi) with wwf GxG 10 - WWM over G mil, polyethylene #5 Bar @ Top vapor barrier over G" sand over well-compacted sub-grade. TOP OF FOUNDATION WALL @ GARAGE �F ELEV ±- - (Match op of Exi5tincj Foundation) ff - Farge Exposed Concrete TOP OF SLAB @ GARAGE (L.P.) ELEV - 1 -4" L r _ _ TOP OF CONC. SHELF Compacted O ELEV - P-6" Walk-In Closet - - - Master Bedroom Sub-Grade 10 r. 10 10 G" File for Permit 1-24-20 2 #5 Horizontal- Top Middle Bottom a / Note: " (I)heavy coat spray-on waterproofing THES=DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF o (by 'Watchdog' or approved equal) on POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY exterior face of all foundation walls- t a yp• THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON 01;HER PROJECTS OR FOR ADDITIONS TO THIS PROJECT O I OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN � ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, a a V 73 IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND a DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE I fl PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR :3 LL COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT 0 41 4 O WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, Den Office O — — 4 a ° 4O COPYRIGHT 2019. ALL RIGHTS RESERVED. V� 4� Seal: 4 rryO #5 Dowels @ 3G" O.C. G.. 1011G.. , ��r- 1 ! a a. td,'. `r Unfinsihed Basement i A 3 2 wide x 12 deep continuous key Joint i • a ° a a 4 a a Continuous poured concrete footing a a ( (3500 psi) Drawing Name: O Q a oa Q ° 3- #5 re-bar continuous Z3 ® SECTION o --��,�-, �� l 4" Drain Tile w/filter fabric � gravel- - SECTION DETAIL Connect to drywell 3" 3" Drawing Number: SECTION THROUGH ADDTION ITYPICAL SECTION DETAIL ADDITION Scale: %4n = 1 '-01I Scale: 12 I 3 POSPISIL & BROWN STRUCTURAL PLAN LEGEND A-G ARCHITECTS , P . C . 1 0 1 3 2" Dia. Steel Column L_J New 3'lx 9 2' _ �\❑� 3-2x6 Post from Roof. Unle55 noted otherwise Womanl ed APB Q Point Load From AboveI I www.pospisilbrownxom 2 510 ed S 1 ed Hampton Road T: 631.283.3465 Gelling Ceiling _ 2 141 p — - — Beam Line A-G .I � =1 A-G Southampton.,NY. 11968 F: 631.283.3593 ml Q � ml Interior Bearing Wall x X c - N() ill (2) 1411 x Q 41, LVL l - - - Framing Notes: zl New (2) 14" x 7 2" LVLz1 Project Name: I .) Provide Solid blocking below all frame wa115. rl 3 1 2.) All dimen51on5 are from framing unless otherwise noted. J ; (2) 14" x 9 4" LVL 3.) Use (2) 7 4" L.V .L. headers for windows and doors Unle55 otherwl5e noted. A-4 - - - - - Camrrlann Residence Tub 4.) Wide flange beams with offset point loads from above to receive web N stiffeners below offset point load, typ. 5.) Roof rafters shall be doubled-up wherever double collar ties are shown. 1 z Deep Hole Drive Double Floor Joist Below Wa11 Mattituck New York Existing Hdr New 2-2x8 Exi5tmg Hdr Ex15t. Header- F.V. Th15 Area New 2 x 1 0 Floor Joists 47 x 2 @ I G" O.C. NCJL❑ a � \AJ-5 � _ L2)L 1 _E)_ LVL- - i o ' (D t New FIU5h (3) 9 nla Below Tub N _ I— - i x J New 2 x 10 Floor Joi5t5 r _n ( U1N k @ 1G" O.C. u'S I Nv o w � New2x I O F.J 13 7, m i Jl Ul coX New 2-2x8 Q Double _ 11 -(2) I a1,x 9 a„ LVL _ N x O N i Below Tub X � I cV l U LU17 A-5 J_0 Z J N Z N LLLIIi,,,JJJ 6� N� I o _` _New Drop ed 3) I " x 9 " LVL Ln `-� (2) 2'x 9" SO Itc Plat - - a F==[ � �p This Area I -=71 x L N O � \ (2) u x8 Q) m LL_ u' 1 0 N I O �O Th15 Area J x J Q o Q -IV N N =1V O IV L O d7 UJ3 �I� FL = I X7 z X O X IN ------------- or------------ _--------1 — -- —_-- -- V mlVl� X ml�llb X _, 6 I Th15 Area _ N N N 11 N x (2) g N Q N I O N(O U > O N z E3N I 11 m „ lin 2 A-G o I oL A-G I I I z ❑ — —E — — — -f— — — — — ' , — —�- 1 — — — Ex15ting Hdr New (2) 1 2" x 7 2' LVL \I New (2) 14" x 7 2' LVL \� \� New (2) 14 x 7 2" LVL 1 3 VA- Existing Vent New Vent Thru Roof SECOND E LOOK f=ISM A I N G PLAN I _ ; 311 1 , I , I , 1 , 1 , I , I , I 21, 1 _____� -___________r-------------r__________--____ FAI I I I I I u lu l l 1 1111 12 12 211 u: 12u i -6—ate: I I I 2 i I 1 I I File for Permit 1-24-20 Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY SECOND FLOOR i THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS Dryer Washer FD ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 2" 1 211 1211 3" 2° OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL ,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR 1 C.0.11 C.O. COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT UT ' 3" WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, I Proposed Master Bath P.C. I , 2 ; ; ; COPYRIGHT 2019, ALL RIGHTS RESERVED. 1 1 , , I , Seal: EL) ARc FIRST FLOOR DW 12 Ex15ting Kitchen I t 1 P$ C.O.I Renovate t� I ' I C.O. 01E4a`) Hall Bathroom 411 lPT9 o`er ExISt No Change rF OF N��d Drawing Name: BASEMENT SECOND FLOOR FRAMING PLAN PLUMBING RISER DIAGRAM HOU5e C.O. Drawing Number: Trap 411 To Existing Sanitary System ®.. . SCHEMATIC PLUMBING RISER DIAGRAM : (:2 o Scale: %411 = 1 '-0" POSPISIL & BROWN STRUCTURAL PLAN LEGEND ARCHITECTS, P. C . 1 0 1 3 2' Dia. Steel Column L_J 3-2x6 Post from Roof. Unless noted otherwise www.pospisilbrown.com Q Point Load From Above 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 — — — Beam Line 2EInterior Bearing Wall Projed Name: Framinci Notes: I .) Provide solid blocking below all frame walls. Cammann Residence 2,) All dimensions are from framing unless otherwise noted. 3.) Use (2) 7 4' L.V.L. headers forwindow5 and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web Deep Hole Drive stiffeners below offset point load, typ. 5.) Roof rafters shall be doubled-up wherever double collar ties are shown. MattltUek, New York 3 - A-G 3 A-G 1 Roof Below 1 Koof Below New Header Below m � 1 0 2 2 _ m' 2x8R.R. N 2x8R.R. m� _ 2 A-G IA-G A-G A-G 2x 12 RldcJe -z' 1 = U _ I New (2) 2x 10 ' z z X— a ter New (2) 2x81 New (2) 2x8 0 -I- 3 510red I High Flat I, Sloped' 1 New 2 8 Collar A-4 x I I N Celhng Ceiling II I Ties @ 32" OC 1 2x8 Ceiling Jo15ts 1 1 1 3 I G oc z I I J A-4 =J I1 3 ==JLLi = — CV N — x 1 x mIV 2 / At — Ex15t I G I z I I cV A-5 I DN 1 r 2 j I �XI5t. I EX15� I i A-5 I Exl5tmcg R.R. F.V, 15tmcj R.R. F.V. u 2 x G P_P,.,- 2 x G R. @ 6'COC olsts i R�a1n to RUu 10- �r�a n I 1 r. III - - - 1 1 1 1 I I i I - - - I I F t,7t? +S�'�9 ao�� w I I L I New Hdr Below I a _ oC I �' \ / I _ S�, �rn New 2 x 10 Roof Rafters New 2 x I 0 Roof Rafters A-5 A-5 I �' of x c 111 I A-5 --�--I �\ I I N A-5 I �9 �` / I@ 1 G" C.C. @ I G" O.C. 1 I �y 11, Ex15tin Rld e j m — — — -------T----9—g—_� E I Existing 2 x 8 Ridge �L — — — — N — — — — — — — — Date: I N 1 I Jai\ <<" File for Permit 1-24-20 C2 9 / C2 Note: 1 L —N �i p THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF z 1 y POSI'ISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY x LL L _ n F_ — — — — 71 E _ __1 — WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY - > x THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON X17 I I I I 1 mIv OUTSIDETHE SCOPE OFT E WORK.POSPPROJECTS OR FOR ADDITIONS T I�&IBRPORNOMJECT U7 \ LL ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN N pF ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, X el In o15 5 2X8 S10 ed Cellln J015t5 Sloped Ceiling N �J C FiXlSt. EXISC. New 2 x 8 Collar IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND @ I G" OC @ I G"OC I z a xIl G R.R. 2 G f .R. Ties 32" OC DESC 0 PROPRIIETARY AND INCLUDING ALL TECHNICAL COPIED,DUPLICATED, R DRAWINGS,ARE 1 Ja\ M 6' Remain to Rema n _ COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT a-' r.V• I F.VI WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, U5 n P.C. 3" 3" I Existing R.R. F.V. 15ting R.R. F.V. L J I I 1 I COPYRIGHT 2019. ALL RIGHTS RESERVED. A-G Ex15t - A-G AIG _ L _7 C_ J _ I I A-G SeSeal: New (2) 2x8 Header Below / \ N w He New (2) 14" x 7 2' LVL n `q 1 1 2x 12 Ridge OF N c`N A-4 Drawing Name: SECOND ELOOK CEILING TAMING PLAN ROOF EDAM I NG PLAN ROOF FRAMING PLAN 2 5ECOND FLOOR CEILING 5Cale: %4" = I '-0" Scale: 14" = I '-0" FRAMING PLAN I Drawing Number: o