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HomeMy WebLinkAbout44145-Z gtlrtFQ4-tt��r Town of Southold 12/9/2020 p P.O.Box 1179 53095 Main Rd ��� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41658 Date: 12/9/2020 THIS CERTIFIES that the building POOL HOUSE Location of Property: 375 Kayleighs Ct., East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-16.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2019 pursuant to which Building Permit No. 44145 dated 9/9/2019 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: accessory unheated pool house with sauna as applied for. The certificate is issued to Port of Sag Hbr Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44145 11/18/2020 PLUMBERS CERTIFICATION DATED ut o Signature TOWN OF SOUTHOLD �gUFFDL,��P BUILDING DEPARTMENT y z ' TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44145 Date: 9/9/2019 Permission is hereby granted to: Wadelton, Peter 375 Kaleigh's Ct East Marion, NY 11939 To: construct accessory pool house as applied for. At premises located at: 375 Kayleighs Ct., East Marion SCTM # 473889 Sec/Block/Lot# 31.-4-16.8 Pursuant to application dated 8/15/2019 and approved by the Building Inspector. To expire on 3/8/2021. Fees: ACCESSORY $240.00 CO -ACCESSORY BUILDING $50.00 Total: $290.00 r Bui spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 a2y APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following. A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: C� J4�1�l��i d ✓QST /2'�!Q 'IAA,- 11.7 //11 House Nomo..' ,✓ Streeter Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot 1-1/ 6 Subdivision P"I-P-r Filed Map. 1�)A /� Lot: �- ! �— Permit No. Date of Permit. Applicant:,& %r .).4 /j9� 2 .GNB Health Dept. Approval: AIA Underwriters Approval: Planning Board Approval: AIX Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 11 "Oppet, 6.,e sw,- AgRe2 -/WL Applicant Signature oF so�,ry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 ® y® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Port of Sag Hbr Inc Address: 375 Kayleighs Ct city,East Marion st: NY zip: 11939 Building Permit#: 44145 Section- 31 Block. 4 Lot: 16.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ridge Hampton Electric License No: 31660ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt $ Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures $ CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment: 60A Sauna, 30A Sauna Heater Notes: Acc Pool House S Date: November 18, 2020 Inspector Signature: S.Devlin-Cert Electrical Compliance Form As # TOWN -OF SOUTHOLD BUILDING DEPT. `ycourm,N�'' 765-1802 ---INSPECTION [ FOUNDATION 1ST `[ ] ROUGH PLBG. [ ] OUNDATION 2ND. a [ ] INSULATIOWCAULKING [Vf FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [`} ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �VWaw"Zt aVl/ f DATE Y3 INSPECTOR I� y a0E 50UTy � TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND- [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] [ ] FIRE SAFETY INSPECTION FIREPLACE &CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ : DATE INSPECTOR ' ------------ SOUlyolo Li 1 H -379- k.AYlG/gAS TOWN OF SOUTHOLD BUILDING .DPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL'BG. 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: "TOOL, yv S� f c� 1' t Lot 6;( IcLo/_ DATE ZD INSPECTOR .�— Ilqyl I g sooryO �ptll vwse, # TOWN OF-SOUTHOLD BUILDING DEPT. cou765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Ac Alov. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK DATE INSPECTOR /wivvl� i J 5 of sooTyo6 l f Li 7e;� P,�y/efc?4 ,04-1TOWN OF SOUTHOLD BUILD NG EPT. 765-1602 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ • ] 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: a , t�1 DATE ANSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) y i(A ------------------------------------ FOUNDATION (2ND) O Mf %I-v (f` y ROUGH FRAMING& Y PLUMBING � 0 a r . INSULATION PER N.Y. STATE ENERGY CODE Vol _A IV FINAL ADDITIONAL COMMS S q h , v o -aAwv� An � r - /va cr Q o d i i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ,A SOUTHOLD, NY 119714 sets of Building Plans 1 TEL: (631) 765-1802 /� �'� Planning Board a oval IVW FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 1� Check Septic Form &X N.Y.S.D.E.C. � Trustees /,2 C.O.Application s s: p' ;o i�; {+. � r ? w Flood Permitmt/ Examined i 20_[t Single&Separate 4,4 Truss Identification Form lof AUG 1 5 2019 Storm-Water Assessment Form *^ Contact: Appioved ,20 ��tai�� ,',I,syr a,VJI Mail toG� 11— / rt6r Disapproved a/c L /-id &ZX S Phone: �llp�Psa .3� Expiration 6 120 Buil ing nspector i APPLICATION FOR BUILDING PERMIT I Date , 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. h. 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 Ihave 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 Buildingl Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 4A'I /n (Mailing address of applicant) State whether applicant is owner, lessee, agent, are itect, engineer, general contractor, electrician, plumber or builder 541 �,e%D.2, �-�� /Jir��,a�, .rAdgl '2 rg zj fsETMF."� Name off owner of premises -&&.�� ,�/G (As on the tax roll or latest deed) -- If app�li'as t is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No._ff,:�r Plumbers License No. Electricians License No.rE'LF Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3� Block Oy Lot ���� Subdivisionay',,,� water f Filed Map No. ZS" / Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy�f�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demol}tipn Other Work (Description) 4. Estimated Cost Fee (Tobe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars �y DO%/aoU�C 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. P . 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front oZl/ Rear Depth Height /9 Number of Stories / 9. Size of lot: Front Rear /Y2 // Depth 10. Date of Purchase 615Name of Former Owner G/7109�'� 11. Zone or use district in which premises are situated4pe 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO>j 13. Will lot be re-graded? YES NO X Will excess filbbe removed from premises? YES NO 23 T©f 15�lt /�a/SoXfl s 14. Names of Owner of premises�v�P �'� °1' Address Name of Architect 10erizze Address,4,f-Il'�-iiTyeol-i Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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 ) fA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the -� (Contractor,Agent, Ificer, .) 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 t�before me this 54 day of 201A CArm r�- �( )I�j�,i TRACEY L. DWYER 6� —otary Public TARY PUBLIC,STATE OF Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY,� COMMISSION EXPIRES JUNE 30,2���11 ` ' I Scott A. Russell °su '� STO)K.MWA\TIER SUPERVISOR - AMIA NA\GIENCEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 � g Town of Southold I CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE I~O]LLOWWG: (CHECI( ALL THAT APPLY) Yes N ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [:]d F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. I If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit your Building Permit Application. i� APPLICANT (Property Owner,Design Professional Agent,Contractor,Other) S.C.T.M. #: 1000 Date J District 4 NAME �` U Q �/lro L71 D� ��,l 0 I �/ rr�u Section Block _10—t 0 Block 6771 Z ,y ot I v� >�o 6771 � ))')S's>'� 0 ��)) ****FOR BUILDING DEPARTMENT 7ONLY Contact Information /�/l/I1,,A/1? 9, i fFA, � lTelcphmr Vumherl Reviewed By: lj Property Address /Location of Construction Work: — — — — — — — — Date:— — — — — — — — — c' Approved for processing Building Permit. Stormwater Management Control Plan Not Required. �' �� dYl:9G�� n`I /!f j��S ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department foi Review.) i FORM # SMCP-TOS MAY 2014 I �FFQL,t-C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 41 �1 , c Telephone (631) 765-1802 - FAX (631) 765-95021 roger.richert@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 149 a/Pl-r l�I� �- Date: L Company Name: Name: License No.: email: 4g 'Oleg O . f�vTGoo/1, �4 Address: i Phone No.: i i d�lL asz JOB SITE INFORMATION: (A(( information Required) c Mame: r Address: Cross Street: Phone No.: �j� `�� 77� :::qqS Lq email:Bidg.Permit M Block: 6 ' Section' Lot: Tax Map District: 1000 � BRIEF DESCRIPTION OF WORK(Please Print Clearly) I Circle All That Apply= Final job'ob read for-inspection?: YES / � Rough In , Y Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: = # 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: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Rxm.xis 9 l O ( �. .: BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 I Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 a rogerr(Msoutholdtownny.cov--7!t-seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: oZ Company Name: & 7 _ CG 2 Name: License No.: �/,�94�j!J email: ,� zoo e /9az- <e- l:�, Address: S- ,6p ._SPG ip Phone No.: 631 o1S S 7 JOB SITE INFORMATION (All information Required) J Name: _D� 0 �_ ��i2,�a� �/- - ..�. --- ------- - ---= Address: . Cross Street: Phone No.: a -- l Bldg.Permit#: �/1�L �C email: Tax Map District: 1000 _Section: 131 __ _--_-- ___ --Block:Q BRIEF DESCRIPTION OF WORK (Please Print Clearly) i b Circle All That Apply: Is job ready for inspection?: �/ NO ough n Final-- 1 Do you need a Tem -01 ificate9- YES /� Y p Issue n_ 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: ' ' PAYMENT-DUE-WITH--APPLICATION'- '----- JUL e 6 2020 -- - -- - a r BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex- 54375 Main Road - PO Box 1179 ` Southold, New York 11971-0959 _-- -- --- --Tele_bone 631 765-1802 -_FAX_0-3-11-76-5=9602-- , - Mgerr@soLdholdtownn-y, t.seand@sautholdto nvgay. - _.,r. r ►PPICAN FOR ELECTRICAL INSPECTf!QIG ELECTRICIAN IW�61 'VIATION (Ail information Required) Date:^ Com an Name: 2 -- License No.: �/ —/1�� email: -- Address: S � - �1 - - - - �✓._ - :-�:.-. Phone No.: s em$' 7 JOB SITE INFORRNIATION (All Information Required) Name: O _ �_ amp Address: I - ------ - --- - — - - --- — i Cross Street: z AQ1-15, oZs�- Phone - Bldg.Permit M. jA BRIEF DESCRIPTIOWOF WORK(Please Print Clearly) F -.__.._-C1rcie,AI(-That-APp1y:- - - R __.____.- --.----_ Is job ready for inspec fon?: �/ NO Q oughn Final YES% fssu �.--__-- -. _n_ Tamp-infoririati®n: (AIfmI'orcnation required] Service Size 1 Ph 3 Ph Size: __ .-A #Meters . ._ _ Old Meter#,-. _ — New-Service-Fire Reconnect-9ood Reconnect-Service Reconnected-Underground-Overhead --' Uffde• 'rdund Laterals -1 2--_- -H Frame..- -_- Pole _----Work hone on Service?-- Y_ -"N .. " —AdditionalllnformatI66 - - - � Ia�E�c�ctteA�-ro --- - - -JUL - 6 -2020 ----�--_- :----_.--_-=---._ Tf- Qu PERMIT# Address: Switches � �%�' f ,1 _ • ,. - - - ,- • ' .. Outlets -GFI's Surface _60 Sconces ; . t. 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' iiJ•.,_.rk",• 4)�,�wgtr FrtsvT' U • �;v}r�,,rt+.}.• 1 ]'f(i fu T .. s � . e.',Fit����•. 1 r 1j.,A,L 4 r•y♦f`. v^,rC••��-'i y' _ f.' - } f m' Y '� - Y ".1..^ - ,1`A.( e1`f rA"`�i,��i. ,�- <.ire� i'it�,.-o_-.�µ°` . , +�R f�f't(. zS>:`.i• 5ii�';s4A� -x � ���= ,ries§.: '"> "-i- - 'i.�: `•� .. ; t.:,ir. 1 3 xi l C '.• „-. _Sn, e,.n5 „'Y .a,.a• E ,,�./'u]. .., .. ,lr. r n s , .+r _aNwt.: e.Ctni•..: ^ , .,Yf• e•):.`'i-ri�,!e'lv l•?>T ,i AUG 1 5 2019' Record and Return to: REFEREE'S DEED IN FORECLOSURE �'�"''' '' Thi ILD i This Deed,made effective May 31,2019 to be delivered on ��t T, between Peter R.j McGreevy,Esq.,Referee with offices at 131 Union Avenue,Riverhead,NY f 1901,duly appointed in the foreclosure action hereinafter mentioned, Grantor and Port of Sag Harbor Inc., Grantee,360 Sebastian Cove Road,Box 51,Mattituck,NY 11952 I WITNESSETH,that the Grantor,being the Referee appointed in an action between CITIMORTGAGE,INC., Plaintiff, and Wadelton, Peter&Tara Toolan, et al., defendants, foreclosing Mortgage bearing the date of June 20,2008, executed by Peter Wadelton and Tara Toolan to Mortgage Electronic Registration Systems, Inc. as Nominee for Somerset Investors Corp.to secure the sum of$439,873.00,and interest, and recorded in the Office of the Clerk of Suffolk County on July 25,2008 in Liber: 21733 Page: 830. That Mortgage Electronic Registration Systems,Inc.as Nominee for Somerset Investors Corp. duly assigned said Note and Mortgage to CitiMortgage, Ind. by Assignment dated October 29,2009 and recorded on November 12, 2009 in the Office of the Clerk of Suffolk County in Liber: 21881 Page: 51, and in pursuance of a Judgment entered at a Term of the Supreme Court under Index Number 067078/2014 on May 21, 2018,and in consideration of the sum of$(375.000.00) Three I Hundred Seventy Five Thousand and 00/100 Dollars,paid by the Grantee,does hereby grant and convey unto the Grantee, all the right,title and interest of the defendant(s) in and to the premises described in Schedule A attached hereto and made a part hereof. Property Address: 375 Kayleighs Court,East Marion,NY 11939 Tax Account No: 1000-031.00-04.00-016.008 Tax Mailing Address: 360 Sebastian Cove Road,Box 51, Mattituck,NY 11952 1 TO HAVE AND TO HOLD the premises herein granted unto the Grantee,his/her/its successors and assigns forever. IN WITNESS WHEREOF,the Grantor has thereunto set his/her hand the day and year first j above written. _ r d i Peter R. McGreevy,Esq.,Referee i F SURVEY OF PROPERTY CERTIFIED TO: A T EAST MARION PORT OF SAG HARBOR INC. STEWART TITLE INSURANCE COMPANY TOWN OF SOUTHOLD BIG APPLE TITLE AGENCY, INC. SUFFOLK COUNTY, MY 1000-31-04-16.8 SCALE: 1 =30 JULY 24, 2019 LOT 3 + TEL AUGUST'13, 2019 (PROPOSED BUILDING) Zg�,52 AUGUST 20, 2019 (REVISE PROP. POOL/GARAGE) AUGUST 29, 2019 (REVISE POOL HOUSE) N N7gp9+40"E 03 RAIN RUNOFF CONTAINMENT HOUSE 2912 SQ.FT. NG G � 00 BE N C GARAGE 384 SQ.FT. PROPOSEDEXINIST o DTED� ADDmON o POOL HOUSE 350 SQ.FT. CORP x ADpS(ION --- PROP DW 3W SQ.FT. o; r' 3o Dw �2g 1 3646 X 1 X .17 = 620 CU.FT. � w Z X �i4 ��� �• o G)T PERVIOUS DRIVEWAY = 2551 SQFT. Q POOL DWow 1s. DW 0yn 2551 X 1 X .17 = 434 CU.FT. W ' o 10 11 x w OA N N v• 620 CU.FT + 434 CU.FT. = 1054 CU.FT. CA X a w N m z m p cr N -1 "A m� Dw iO o N 2 ® CE 1054/42.2 = 25.0 V.F. 0 n c G) o�` 7G x N+► o < PROVIDE (5) DRYWELLS 8t9 X 6' DEEP n O� r pRp00L r. O CMF CONNECTED BY GUTTERS & LEADERS 135.4 X (DRYS O N/O/F LOT 2 I 14.0 �' 2a:oP a . 0 EAST MARION N SCHOOL DISTRICT X - ' I PROPOSED EXISTING KEY r ADDmONs'v. SYSTEM cr► L, �! SANITARY Q = REBAR X "cw- I ' ® = HELL COMPLIANT POOL I 24. AUG 3 0 2019 0• LJ M EXISTING ® x FENCE DW O = STAKE WELL = I -PROP. � GATE TEST HOLE Ln p+ W= PIPE = PIPE X 2g9.3 w� i ��y t• : : E ; ■ = MONUMENT = WETLAND AG .b �a'�,� ��.Ni FLC7 ®° - = UTILITY POLE N/0/F -- S7g TOWN OF SOUTHOLD , Z5l LOT NUMBERS REFER TO "HIGHPOINT WOODS" FILED IN THE SUFFOLK 1 LIC. NO. 49618 COUNTY CLERK'S OFFICE ON JULY 25, 1997 AS FILE NO. 10035. _ PECONICSUyRVEYORS,•P.C. ANY AL7ERA71ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK ARE4=43,890 SQ. FT. (631) 765-5020 FAX (631) 765-1797 STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE P.O. BOX 909 VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET 19-03c7(� OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 �4 • �4E-Z e _ i.;i'sr�r�� 'r'/f-z'�'vrrr{�•:•hrii�T� j I; 5 ' I/ a � ''•,�; arcFiitexts/IOCB6cf2s� ii- arctutecturai drofting 8 tlasig� , �' D E r: - 8 2020 s S`-?Plis- - 1% Add— Phorn Frf- First Floor r m F7 Mt'"�' � Richt Elevation I ,I b ? I •' • Pi�eapYtrin11f0Y�` • � '`, ' ' ooD �•© `� m " ` • ^ e•• :d • P L� No Deerrt+�lon Date a T- . .. ay ' I -001 REVEED P00.HCtl9E TO d9 BIILT 9PEGS Orslrs °H'-Q' 5 L: •• _ ' "• < _ - •2'-l Ve• 5 3 Left Elevation d Rear Elevation • q Z%17'9TJGLE RDGE ZN Et I - .A Y`e •='o •r . 9 b a .dRWtECNRN-•nrE• �uLr RooPw9 .•:9 -" a - a �EaroTOuC°TTEa s�"�o �r°as�anwweur _ •' r l PROM w9DE.- OP - WAIL O dT P s AllEl'9 IV •'^P', •-.��• • a p I Y.9.00LLdRT —OL •�G f69 X09) •IXa'69E W RE091 OF�ORt�LL�BeTTFN TPYIlLTION ' m • 1� aMeOGL9TOTwIWlNJ HVWLL3iUtTLhCAP'IIOPN 9TREFAT1aJC � PORT OF SAG HARBOR,INC. o rhO 3'15 KAYLEJGHS COURT-POOL K'-a HOUSE y First Floor , First Floor. 3 i-O 1=1evatl0►1S 4 DGtaiS Pro.le<t-a— 3-5-05292o18 -�.Q.---iu n�w"vaPOR snRRetr f �RavL essE.✓t1� Date 08-29-2018 rvaPOR- Ql =i >;,i_�;1„� - "�jl .i1�I1141 •' {Ij1 -f[L'=��r Drawl be FLL 0860'j evr.•oed eu WEs V tlonA , q_1 xeb As malceted oa APP O E S NOTED DATE: # S FEE: NOTIFY BUILDING ' PARTMENT AT 765-1862 8 AM TO 4 PM FOR THE FOLLOWING INSPEC INS: I. FOUNDATION - TkAT REQUIRED FOR POURED CO RETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOF C.O. ALL CONSTRUCTION zHALL MEET THE REQUIREMENTS OFT CODES OF NEW YORK STATE. NOT R PONSIBLE FOR DESIGN OR CONSTRL TION ERRORS. COMPLY WITH ALL C DES OF NEW YORK STATE & TO:!N CODES AS REQUIRED AND CON ]TIONS OF W �'S6tfTT�6t1�T8�!' = J TRUSTEES Q ' V noul OCCUPANCY OR USE IS UNLAWFUL - WITHOUT CER I SCA t ELECTRICAL OF OCCUPANCY INSPECTION REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. AiI ei-tenor llCfatlnr, Installed, re plt�Gcd or � `cpairecl �h:111 conform to C"llaptrr 172 7\ rof the Town Code 9 Z w 0 U LU H Q D w FIE A& 03740`3 �0­ ARCHITECTURE ANTHONY PORTILLO , R .A. , PR LEES AP . OJ ECT. w vm»+ar,3w xmm++Rrse.•as r - - - eaaw � -s ,.a :_,w,,.....a.,,.. wr:.cn,vmi��' _ n+ - .,. w..*ma+e avw.:, w.� PORT OF SAG HARBOR 1284 EVE BAY LANE 254 36TH SSUITE 256 POOLHOUSE H LEAGUE C .X. 77573 . y BROOKLYN Yn x.1.232 � 375 KAYLEIGH COURT EAST MARION, NY 11939 >, LLC 0 : 516-234 0J60 007 6 572 474 :1 DRAWING TITLE: TITLE PAGE SEP - 9 ?719 PAGE: T-100 DATE: 09/06/19 1 OF 5 P'LACE FOR Jrl),B STICKER HER CARPENTRY f f••�Jl (3E <F.)000' :NOTES $ `.�FFGIFIGSTIONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 s BETTER (Fb = 8'75) UNLESS PLUMBING ASPHALT ROOFING SHINGLES IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN SYSTEMS TO CONFORM TO 2012 INTERNATIONAL PLUMBING CODE. 5HIN(5_ES OR APPROVED EQUAL. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 6" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE T- 100 .00 TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL GENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A h10RKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. CONS-RUCTION. EQUAL. ALL DIMENSIONS, CONDITIONS, P%ND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S A- 100 .00 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5• MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISHWASHER...........................................1 Ys" (ON SEPARATE TRAP) SPEC[=I CATIONS. FLOORS, ROOFS, AND WALLS. - KITCHEN SINK.........................................1y2" FASTENING SCHEDULE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. NAI_ING OF ROOFING SHALL BE TO CODE. AND AUTHORITIES HAVING JURISDICTION. - LAVATORY..............................................V4" 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, SHOWER.....................................................2' (FOR 5.7 - 12.3 GPM) 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE -HE RESPONSIBILITY U.O.N. - BATHTUB lye„ 6. CORROSION RESISTANT II CAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC, TO HAVE MIN. OF 3-I/2" BEARING - TOILET....... ...(CONSULT FIXTURE STANDARDS) .00 - LAUNDRY ................................................1Y2" -I. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR HOEDOWN, ANCHOR BOLT, 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. - FLOOR DRAIN........................................2" 2:12 FITCHES TO 4:12 PITCHES SHALL BE CLARIFIED WITH THE ARCH ITECT/EN6INEER BEFORE PROCEEDING STRAPPING & WITH THE WORK. a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 THROUGH ROOF. NAILING DETAILS F.T. 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE SITE WORK 7 UNLESS APPROVED BY THE ARC:HITEGT/ENGINEER. . PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW lit-500.00 FOUNDATION PLAN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, 5HEATHIN6 IS OF I/2" THICKNESS ON WALLS AND ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS PROTECTION. RECEIVE CLARIFICATION FROM ARGHITEGT/ENCINEER PRIOR TO PROCEEDING. FLOOR PLAN' BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN , DETAILS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WITH BACK FLOW PROTECTION. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. ROOF FRAMING PLAN II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STOCKPILE ALL EXCAVATED MATERIALS. Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE �. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 4. �` OO.00 ELEVATIONS w 10. OWNER/BUILDER ARE REROOTS,FOR ALL INSPECTIONS, APPROVALS, NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK HOUSE WRAP OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BUILDING SECTION CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. APPROVED EQUAL. TO CONGEALMENT OF PLUMBING. 11, THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RAU AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. w PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I-- NOR ANY POTENTIAL DAMAGE THEREOF. V 12. THE ARCHITECT IS NOT RETAINED FOR SUFFRV15ION OF THE WORK AND IS 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS CODES AND REFERENCE STANDARD: U J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6'-0" AND AT EVERY 5'-0". ELECTRICAL: 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL ;, BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 155_TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM MAINTE:NANGE GORE. Q TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CONSERVATION GORE. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 162012 WOOD FRAMEa RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6_A55 AND LEAVE WORK NECESSARY. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON CONSTRUCTION MANUAL BY AF d PA. , BROOM GLEAN. 17. PROVIDE ALL NAILING COMPLETION OF WORK.AND STRAPPING ADDRESSED ON PAOE5 A-I 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: CODE, , LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES - GENERALLY, VERIFY OR PROVIDE HARD WIRED AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. SMOKE DETECTORS w/ BATTERY BACK-UP IN: 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 6A5 CODE. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. A. EACH SLEEPING ROOM THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, COMPLETION OF PROJECT. 11. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING B. OUTSIDE OF EACH SEPARATE SLEEPING NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AS PER PAGE A-1 THROUGH A-3. AREA IN THE IMMEDIATE VICINITY OF 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLF-55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN THE BEDROOMS (GENERALLY THE HALLWAY) ARCHITECT/EN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER G. EVERY LEVEL OF DWELLING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER STRUGTUR�4L D�51 CSN LO?�DS ITSELF INCLUDING THE LOSS OR. USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. USE LIVE LOAD DEAD LOAD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN IAE MIGROLAM EXTERIOR BALCONIES 60 psf 15 psf PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES DECKS 40 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM ------ OF CONCRETE, ETC. ARE TO BE: CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE APPLICABLE CODES AND 60017 PRACTICE. DEVIA-IONS FROM THE DRAWINGS CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, ATTICS WITHOUT STORA6E (ROOF BELOW 3 PITCH) 10 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN p AUTHORIZATION OF THE ARGHITECT/ENGINEER. NOTES, AND TABLES ON PAGES A-1, A-2, 8 A-3. THE FASTENING SCHEDULE SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf la. THE CONTRACTOR SHALL BE: RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJI,'NGTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf HOLDOWN LOCATIONS ARE SPECIFIED m THE FOUNDYFLOOR PLANS. 20. CONTRACTOR TO REMOVE $ RELOCATE: AS REQUIRED ALL EXISTING WORK SLEEPING ROOMS 30 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STAIRS 40 psf 15 psf SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® GUARDRAILS AND HANDRAILS 200 psf 15 psf 22. PROVIDE FIREBLOCKING AS PER TEXAS ACCESSIBILITY STANDARDS. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY - -- POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 166" 23. PLEASE NOTE THAT THESE 'GLANS ARE PROTECTED A6AIN5T ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N)' ROOF LOAD NG (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P05TIN6 IS PART OF THE LOAD PATH FOR USE p 15 psf FOR CATH. COPYRIGHT PROTECTION ACT OF IcIaO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ N H STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) b ANCHOR BOLTS, w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG P4/ 6" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 0 O FOUNDATION, CONCRETE, AND 1vlA5ONRY SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACES A-1 THROUGH A-3. U I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 6LA55 WINDOWS AND DOORS THE FIRST AND SECOND FLOOI:;�S ARE TAKEN INTO ACCOUNT. w I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. Q D 2. ALL FOOTINGS TO BEAR ON FIRM, VIR61N, UNDIETURBED SOIL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. CLEARANCES ARE PROVIDED. w 4. FOOTIN05 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED OTHERWISE NOTED WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, UNLE55 OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOYNIN ON DRAWINGS, U.O.N. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. UNTIL 121 TIER OF FRAMING IS IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OGJ��� DAP 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ENERGY CONSERVATION CODE. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR R i ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. SOLID WITH CONCRETE. kt",,„s 4. ANCHOR BOLTS SHALL BE RJ ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. !- 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55C3'Q DAYS OF 4,000 P.S.I., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ��OF WE. � �O 11. GONG. 5LAB5 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOIN75 WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, PORT OF SAG (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS REQUIREMENTS. HA �j /� ��O R MAX.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE /-, M32'-O" O�., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED 6LA55. POOLHOUSE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES GYPSUM WALL BOARD 375 KAYLEIGH COURT OF 40*F AND FALLING, UNLESS APPROVED BY ARGHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT EAST MARION NY 11939 COMPOUND METHOD. 17. NO ADDITIVES SHALL BE PLACED IN CONCRET= UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. 2. ALL GYPSUM BOARD SHALL BE 1/2"ON WALLS AND CEILING, UNLE55 OTHERWISE NOTED. WATER RE515TANT(W.R.) AT BATHROOMS AND WHERE INC TITLE: I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND DEEMED APPLICABLE. WHERE EVER APPLICABLE. 5. 51a", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON CEILING AND WALLS GENERAL NOTES 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING PROVIDE TWO #4 DEFORMED 13ARS CONTINUOUS IN THE FOOTING. ALL 4" THICK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. CONCRETE PANELS OF 5/6" THICKNE55 MINIMUM. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS DEEP d V-O" BELOW GRADE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. PAGE: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. A-100 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. DATE: 09/06/19 2 OF 5 PLACE O JOB E",TICKER HE E FASTENING SCHEDULE A C.,ONSTRUGT I ON DETAILS W ND LOAD f=ATH TYf= I C_-,AL NA I L I NO/STRAf=f= N(3 REOU I REMENTS FOR NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS A-2 FORCONNECL=TION DETAILS UFLIFT/FT/ SHEAR, 4 LATERAL W I I E-) RES I STAI`AGE (SEE PAAND ROUGH OPEN NO 5TRAPPINO FRAM,INO REGUIREMENT5D NAILINO �MENTS, ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLF-55 NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL WIND RES15TANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NC GONNEGT I ON G I �G2 ROOF � GE I L I NO FRAM I NO RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S -O WOOD JO I "- .-- • CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCKINJOIST HANGER `, GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP o G I RDER/HEADER o GEILIN6 J015T LAPS OVER PARTITIONS(PAGE-NAIL) 9-16d COMMON EACH LAP o COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST .,� BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NO OVER WOOD G I RDER JOIST FRAM I NO FLUSH WITH G I RDER/HEADERALL STRAPPING TO BE IY4"x 20 GAUGES -- "SI MPSON" EQUIVALENT - 0520 (COILED STRAP) WALL FRAM I NO uj *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U I w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE F-- V _ J STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) I66 COMMON 16" O.G. ALONG EDGE5 Q WALL STUD WALL STUD GONNEGTION DI D2 4 BOTTOM PLAT BOTTOM PLATE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, SUB FLOOR — 2-I6d COMMON 12 PER FOOT , BATHTUB - END-1015T, or BLOCKING (FACE-NAIL) DOUBLEJOIST -0 DOUBLE JOIST_-�....----""�- AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAM I NO li PLATE(S) CONNECTION: i_ FOR STRAP - 3 8 d COMMON NAILS a EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J015T � END OF STRAP (WRAP STRAP UNDER SILL PLJ D I ' ~"* o • BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END O 0 DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS yjALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) 5-I6d COMMON EACH BLOCK •.. 9 a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST STANIDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST BAND J015T TO J0I5T (END-NAIL) 5-I6d COMMON PER JOIST KING STUDS > RAFTER SAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT GRI PPLE STUD ROOF SHEATH I NO J� }� I I/� /� I J� STRUCTURAL PANELS: (SEE ALSO GRAPHIC, 8d COMMON 6" EDGE / 12" FIELD HEADER NAIL I I O/5TRAFF 15 l� W I N TOW/DOOR REDDER INTERIOR ZONE THI5 SECTION) .-0 TOP PLATE PERIMETER ZONE ad COMMON 6" O.G. ®/GABLEFIELD —� RAKE Q.H JACK STUDS NOTATION: A- NUMBER OF ad NAILS ® EA. END OF STRAPPING (3.1, P. 15-1-2001) GE I L I NCC SHEATHING B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.235,P. 193 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230,P. 193 - ALTERNATE,-1.23D,P6. 194 -2001) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.7, P. 151 d WORK5HEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, PI9I-2001) WALL SHEATHING F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HE=ADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNEOTION A TO END OF SILL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) P. 15-1 6 WORKSHEET -2001) STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD N }� I I I I I }� B E FASTENING SCHEDULE B GYP5UM WALLBOARD 5d COOLERS T, EDGE / 10" FIELD w W I I V1� RES 15TAI T GOI STRI�GT O I�l �ONI �lE�TORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOI^VDOOR OPENINGS � [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (5UBFLOOR) O CONNECTION LOCATION: PART NUMBER: NOTES: F CONSTRUCTION MANUAL 2001 EDITIONI U RII75E-TO-RAFTER5 0520 @ 21 APPLY STRUCTURAL PANELS: TO EACH PAIR OF RAFTERS A NOTATION w I" or LESS ad COMMON 6" EDGE / 12" FIELD �- RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER R000H B G D E F G GREATER THAN I" IOd COMMON b" EDGE /b" FIELD p O_PNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EAGH RAFTER 2'-0" 2 1 1 1 1 I ---- W PLATE-TO-WALL STUD 0520 18" APPLY TO EAGH WALL STUD 4'-0" 4 1 2 2 2 2 ANCHOR BOLT SRE�i I F I GAT I ONS REQUIRES SILL PLATE OF 2"xb" (MIN) b'-O" 5 I 3 3 3 3 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 56 APPLY TO EAGH WALL STUD REGUIRE5 (3) 2"x12" HDR (MIND ®AR HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 7 2 5 4 4 4 5 M. CRIPPLE STUD-TO-HEADER H5 APPLY TO EAGH GRI PPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTBIC APPLY TO EAGH 511:;)EWALL END CORNER s9° ,a1 ;3'I " -- CONDITIONS` WRAP UNDER DOUBLE SILL PLATE •` 3 IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 3" SQUARE WASHERS) � •' �� n OF USE THE FOLLOINING OR APPROVED SIMF50N METAL GONNEGTORS FOR PROPER WIND RESISTANT 0ON5TRUGTION. S L G NO OF TOF FLATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: END TOP PLATE CONDITION F PORT 0 SAG SPLICE iV LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REGUIREMENT5 HARBOR GONTI NUOUS BUILT-UF C I RDERS THREE OR MORE SUPPORTS FOR WALL OTHER GASES ONE STORY SLAB ON GRADE IND - EXPOSURES B1i G - FOR WIND - EXPOSURES BAG - PLAN DIAGRAM OF ZONES POO LH O US E i CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICEBUILDING MINIMUM SPLICE" a 1/4 OFA DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) 375 KAYLEIGH COURT CONNECTION DESCRIPTION ASSEMBLY REQUIREMENTS: _ PATTERN -- ' WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER EAST MARION NY 11939 MAX.32" I2'-O" 2'-O"/2'-6" 12'-O" 3'-0" OWS IOd NAILS• 12"O.C.A (2)Rp, SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-�i" I6'-O" 4'-O" SPECIFICATION (WFGM TABLES 3.2A 8 3.28, P. 112) DRAWING TITLE: B (3)ROWS IOd NAILS 0 12"O.C. P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, -- FOR ALL STRUCTURES: G (D2BLNENDS m BOLTS 0 12"O.G.STA66EREv Two-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20-O' 4-O /5-O' :20'-0" 5'-O' 5/&"0 ANCHOR BOLTS a 3q" O.C. HOLDOWN, ANCHOR BOLT, BUILT UP 61RDER P, MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. D (2)ROWS 1/2" m BOLTS 0 16"O.G. STRAPPING, & NAILING DETAILS 24'-O" 4'-O"/5'-O" 24'-O" 6'-O' NAILING: E (2)ROw5 I/2" m BOLTS 0 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE BETWEEN v6 WITH lOd NAILS, TWO NEAR EACH END OF EACH PIECE, :2a'-O" (2)ROWS 5-5/8"7RU55LOCK SCREWS 0 12"O.G. 4 1/4 OF A F � OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES NOTES: SCREWED ON(I)SIDE OF MEMBER � �� � �� � :� BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 5:2'-0" 6-O !7-b 5:2'-0" 8-O G (2)ROWS 3-3/8"TRU55LOCK SCREWS 0 IV'O.C. TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR I. MIN. 'i" EMBEDMENT INTO CONCRETE 5GREWED ON(1)51DE OF MEMBER I w/ 5" SQUARE WASHERS AND END NUT SETUP; PAGE: - EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 1.TAMLTIONDU�G 2-Ibd NA SASSUME TOQFOR 5-TO-T sP IGT 3b'-O" "T'-O"/a'-9" 36'-0" 9'-0" (2)ROWS 5-5/b"TRU55LOCK SCREWS 0 24"O.G. 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL H P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. LENGTHS,THE NAIL PAGING SHALL BE REDUCED IN ORDER TO TOP TWO COURSES SOLID Ml SCREWED ON(I)SIDE OF MEMBER THREE-PIECE ' ' " (2)ROWS 5"TRU55LOC:K 5GREw5 0 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O' b-O 10-O 40-O" J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS �� SCREWED ON BOTH SIDE OF MEMBER P 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR A 200 ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE INCLUDING K (2)ROWS 5"TRUSSLOC:K SCREWS 0 I6"O.G. IN EXPOSURE B 50-O 101-011/121-61150-O 151-011OR REPLACED BY HOLD DOWNS FOR SHEARWALLS scREwED oN E30TH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ --- - — L (2)ROWS_5"T "TRUSSLOC:K SCREWS 0 24"O.C. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52 BETWEEN NAILS INA 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 1 „ „ SCREWED ON BOTH SIDE OF MEMBER E 1/4 OFA HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60-O 121-011/151-01, 60-O Ib-O 5. ANCHOR BOLTS ARE TO BE BETWEEN 6 d 12 LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FROM ENDS AND CORNERS (TWO a CORNERS) FOR P FOUR-PIECE EIDERS ARE TO BE ASSEMLED AS SHOWN, AND NOTED MIN.SPLIVE KALL ICE EN6TFHBYTTHE FOLLONINO FACTOR -10'-O" 14'-O" "10'-O" 19'-O" (SEE DIAGRAM TO LEFT) DATE: 09/06/19 3 OF 5 I�BEEAA•MS s HEADERS NOT NOTED w1TH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL U5E CONNECTION PATTERN 'A'WHEN 8"OR SMALLER " :, " 4. COORDINATE w/ HOLDOWN LOCATIONS et CONNECTION PATTERN 'B'WHEN 10"OR LARGER P GIRDER. W WALL- 1.125 a0-O I6-O a0-O :2:21-0" 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM E50TH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL - 1.5-15 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO TO MASONRY PIERS, 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER a NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-0"WALL PLACE FOR �R *113 _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP Q EXISTING TO REMAIN 0 CARBON MONOXIDE 4 NEW WOOD FRAME (,L.G. Co DETECTOR O STL. WHEN APPLICABLE) HARD NEW PARTIAL HEIGHT � HARD WIRED SMOKE AND CARBON Q MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. 5TL• 5M/GO w/ BATTERY BACK-UP 25'-O WHEN APPLICABLE) 3 2 T 046 R.O. TW3046 R.O. 2 — — — — — — — — — — — — — — NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER — — — — — — — — — — — - O (2) 2"x8" HDR (2) 2"x8" HDR I �VZ " HDR (2) 2"x8" HDR 50 C.F.M. EXHAUST v MIN. (2) 2"x4" STRUCTURAL L FAN 4 LIGHT COMBP 3 ® POST FOR 4" WALLS w/ DAMPER I o (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL°), U.O.N. N in x � J (2) 2"X6" P05T Nom"- (2) 2"X6" POST NEW 4" P. GONG. RIDGE 2 3 V RIDGE o SLAB PITCH 4" TWDS. SEASONAL POOL HOUSE p � Q j 312 SQ.FT. ' DRIVEWAY ON 4" dJ - (V UNHEATED SPACE W `t THICK GRAVEL BASE m I NEW 2 O ( O MONOLITHIC 4" SLAB. FTG. 12" Q p l THICf< ® 1:211 ` I BELOW GRADE to _` 3 LLI -50 v � a � L — — — — — — I 4 2) 2"x 8" H Q — — — — — — — — — — — — — — — — — — — — — POOL 20'-lOy2° Q ECRU I PMENT . m PAD O ' Q � Q FOUNDATION PLAN SCALE: 1/4" := I'-O" FLOOR PLA FLOOR FLA'1 NOTES SCALE: 1/4" = 1'-0" ODOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON PLANS BY 'GELD-WEN' (OR EQUAL). 0 2. INSTALL NEW EXTERIOR DOORS WHEN GALLED d OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NEW 3"x2" ALUM. GUTTER 4"x3" ALUM. 3. DOOR TYPE TO SELECT DOWNSP T HIGH POIN GUTTER(TYP) I'-O" TYR 4. INSTALL AS PER MANU SPEG.'s El O2 WINDOW NOTE: — — — —� — — — — — — — — — — — — — — — — — I. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE Z TILT WASH I — - - � — - - - - - - - - - - - � 2. ALL NEW WINDOWS $ DOORS SHALL BE F T I —T T a ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNC, ►L- OR GL I D I NO (AS NOTED); INSTALL AS PER MANU. I I I o I I I I o 5PEC.'5. FOR SUBSTITUTIONS, SEE NOTE #1 IN o (2) 2"xV' P05T TO `Q "GLASS WINDOWS AND DOORS" ON PAGE A-001 RIDGE I ry ® I I I i I i R�D6" POST TO Q z _ 1 — J NEW (2) 2"XI2"I RIDGE WINDOW / DOOI;Z FRAM I NC: 2"X4" FRAMED WALL O Lu SEE PAGE A-2 FOR FRAMINGju I Q o ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE STRAPPING PER 6X6-10X10 W.W.M. BETWEEN I a A-2.0 CONNECTION D-I CENTER 4 UPPER � OF SLAB I I R_ I W IL (2) 2" x b" P.T. SILL PLA SECURED IN PLACE DURING POUR p - N ELECTRICAL PANEL: ° P. GONG. SLAB o X l o i I o W o l I � � O4 NEW ELECTRICAL SUB-PANEL LOCATION; L �_ L — — L — — I � ALL INSTALLATION AS PER LOCTERMITE SHIELAL - ° I z w ELECTRICAL CODE; NEN 60 AMP SERVICE GRADE ! a - � — — - - - - - - - - - - - - - 3 - - — — — — — e' p CONTINUOUS TOP 8 4 4 GRAVEL BASE © m NEW EXHAUST 1--AN AS PER LOCAL BOT. (4 TOTAL) � ° � PON GLEAN OMECH. CODE; INSTALL AS PER MANU. COMPACT FILL � R FOF NE�� SPECS -311 1 6 MIL VAPOR HIGH POINT O PROVIDE I" RIDGID ,_0RETARDAR Q d.) PROJECT: INSULATION , HOT DIPPED GALVANIZED Q ANCHOR BOLTS ® MIN. 7" PORT 0 F SAG INTO CONCRETE; 3q" O.G. 4 MIN. 12" FROM CORNERS. HARBOR POOLHOUSE OL05ED FOUND. DE7A I L A-3SCALE;: 3/4" I'-o" ROOF FRAM I NO FLAN 375 KAYLEIGH COURT oo = EAST MARION NY 11939 SCALE: 1/4" = I'-O" DRAWING TITLE: FOUNDATION PLAN FLOOR PLAN; DETAILS ROOF FRAMING PLAN PAGE: A-300 DATE: 09/06/19 4 OF 5 PLACE FOR J013 s �,.1* "«Z.kgBig &', HERE 5E I E /NL I I " IE3OL <E) : EXISTING TO BE DEMOLISHED EXISTING TO REMAIN NEW WOOD FRAME (L.O. ROOFING - SEE STL. WHEN APPLICABLE) NOTE ® SECTION R FINISH SCHEDULE NEW PARTIAL HEIGHT' TOP OF RIDGE -------------- WOOD FRAME (L.G. STL. ELEV. +16.2' ,. WHEN APPL I GABLE) NEW FOUNDATION WALL 12 r 12 MIN. 2 2"x4" STRUCTURAL POST FOR 4" WALLS (MIN. (2) 2x6 STRUCTURAL - -- POST FOR 6" WALLS), U.O.N. – -= _--___, �,.., _... .._......... BOTTOM OF FASCIA LLj ___ _______________- Fillw OE �p_ J FLOOR FINISH J AVG. GRADE --- .I ------- --- ELEV. +O.O' - •: <..:..:. . ..... . ..... .. ,....,. ..;...._,_•.-.,_. . : r I X6' PINE I"X6" PINE SHIPLAP SIDING SHIPLAP SIDING ; .NEST ELEVA710N (FRONT) SCALE: I/4" I'-O" SOU7H ELEYAT 1 ON (R I O HT SIDE) SCALE: I/4" I'-O" ROOFING - SEE NOTE ® SECTION d FINISH 50HEDULF- 12 SGTION NOTES 12 (DTYPICAL EXTERIOR WALL CONSTRUCTION: UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" ROUGH SAWN PLYkiD. SHEATHING (BLOCK I NO © ALL PLYWD SEAMS) —_- -vs' - --- - --- • 2"x6" ROUGH SAWN STUDS © 16" O.G. W DBL. ,. TOP PLATE _ d ~ I f. Z ........,...,,.......... ...............m.._ .w._« ......,_ W O TYPICAL ROOF: a CEILINO CONSTRUCTION: - • R.R., G.J., $ C.T. AS NOTED ON PLANS (® SPANS 1"xb" PINE U OVER 8' INSTALL "X" BRIDGING @ CENTERRs 5HIF OF SHIPLAP SIDING (2) 5;zDBL. PINE DOOS HIPLAP SIDING SPAN, U.O.N.) • 1/2" PLYWOOD FINISH o • CONT. RIDGE ,/ENT CONGEALED W/ GAP NORTH ELEVATION (LEFT S 1 DE) SHINGLES 01/E:R EAST ELEVATION (REAR) > W 50ALE: 1/4" = '-O" 5GALE: 1/4" 1'-0" ❑ TYPICAL LEDOER BOARD FOR ROOF RAFTERS: 3 (1) 2"x4" BD. TO MATCH END GUT OF INTERSECTING vzF Ap R.R., SECURED W/ 4" LONG ��� I M C H.D. OAL. HEX STRONG TIE SCREWS a 16 O.G.; 0 SCREWED INTO STUDS. ��� � � �' �► TOP OF_RIDGE --------------_—_--- ^ y�, ELEV. +16.2' PROVIDE 2"x4" OROOF I NO NOTE: POSTS To 4 P W00D SHEATHING BLOCKING © ALL RIDGE d R.R. ® EA. ® 03 y I. Y2 GDx LY ( COLLAR TIE 7� �� PLYWOOD SEAMS) 12 :2 N�1$ 2. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE ?ASPHALT ROOFINO S O S BY 12 PROJECT: 'OAF' OR EQUAL; MIN. GRADE 240#, 30 YR 1"'4, 2° x 10" COLLAR TIES ® 32" O.c, WARRANT`r'. INSTALL ICE AND WATER SHIELD PROVIDE (2) " PORT OF SAG FROM FASCIA UP TO 24" FROM INSIDE FACE OF THRu BOLTS (TYP) 2 4 H A R B O R STUD WALL AND AT VALLEYS 3. INSTALL 15# BUILDING FELT POOLHOIJSE 4. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ'D) BOTTOM OF FASCIA 5. PROVIDE RIDGE VENT (AS REQ'D) 6. FLASH ALL VALLEYS -� s 375 KAYLEIGH COURT -1. INSTALL DRIP EDGE AS REG'D m 8. INSTALL ALL AS PER MANU. SPEC.'s SEASONAL POOL HOUSE o AST MARION, NY 11939 UNHEATED SPACE DRAWING TITLE: FLOOR FINISH 5 ELEVATIONS SIDING NOTE: BUILDING SECTION I. INSTALL NEW I X6 SHIPLAP CEDAR SIDING 2. "TYVEK" HOUSE- WRAP (OR EQUAL) AVG_GRADE—_ d 3. INSTALL ALL r�5 PER MANU. SPEG.'s ELEv. +o.o' `"" nr 3 'r•" ,. ROVIDE ALL NECESSARY TRIM FOR PROPER z sP r '' i :'fit ` - 4. P L o 7 M. �; :NEW VAPOR BARRIER_ _ � MIN. 4" THI-GiG INSTALLATIONr _. -.�fl � � - ;..THROUGHOUT GRAVEL BASE NEW RIGID -p . '= UNDERSIDE OF 5LAB ' _ PAGE: I _Ll MIN.Ir3% ?I " INSULATION EXIST. SOIL A-400 OFIRST FLOOR C-IONSTRUCTION: 1. FINISH FLOORI NO TO BE SEL-ECTED BY OWNER 2. 3/4" T$6 GDX PLYWD. SUBFLOOR OLUED DATE: 09/06/19 5 OF 5 SCREWED 3. F.J. @ 16" O.G. AS PER PLAN SECT 1 ON A-A SCALE: I/4"=1'-O" LAE FOR JCS