Loading...
HomeMy WebLinkAbout44116-Z ��o�guFFOt�y��G� Town of Southold 12/9/2020 3 P.O.Box 1179 o 53095 Main Rd ay,, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41656 Date: 12/9/2020 THIS CERTIFIES that the building ACCESSORY GARAGE 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. 44116 dated 9/3/2019 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 garage 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. 44116 11/18/2020 PLUMBERS CERTIFICATION DATED ed Signature �O�.�L TOWN OF SOUTHOLD g11FFU(�C� � BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o SOUTHOLD, NY armFrl�[ 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#: 44116 Date: 9/3/2019 Permission is hereby granted to: Wadelton, Peter 375 Kaleigh's Ct East Marion, NY 11939 To: construct accessory garage 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 3/4/2021. Fees: ACCESSORY $253.60 CO -ACCESSORY BUILDING $50.00 Total: $303.60 Builds ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Gp��6E 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$115.00 Date. C! New Construction: Old or Pre-existing Building: (check one) Location of Property: J;�r 1<e�Ll L51& &-A - yy7.,&2-/d '� House No. Street Hamlet Owner or Owners of Property: /�O�j' �/� Wo Suffolk County Tax Map No 1000, Section 31 Block O ! Lot Id 1¢:1 Subdivision //GXf,�%xy 1""mo✓Y Filed Map �,�! / Lot: 1A, Permit No. Date of Permit. Applicant:.� ,V' /,lp�!,C�/ Tr c, Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ ,/�1,•��p � ' �rwa /� �8c4p- Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinO-town.southold.nv.us Southold,NY 11971-0959 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* 44116 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 X INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches g 4'LED Exit Fixtures 11 Pump Other Equipment: 12 Circuit Sub Panel„ Car Gharger Notes Acc Garage Inspector Signature: Date: November 18, 2020 S.Devlin-Cert Electrical Compliance Form As " f SOF 50UTy �o� opo # # .TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm '' 765-1802 y NSP C O E TI N 1 [N FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND j ] -INSULATION/CAULKING [VI 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 q113 V INSPECTOR SOF SOUTy 6/ 'e� --- ho� Olo TOWN OF S UTHOLD BUILDING DEPT. z 765-1802 -INSPECTION = [ ] - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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: 34 _9AA-c-11c, G-1w DATE -INSPECTOR �o�,oF souryo6 44116 lei C-t– — - # # TOWN OF SOUTHOLD BUILDING APT. `y�ouem ' 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: o u 4A DATE l INSPECTOR pF SOUTyolo l t -72-7e;- kay/Fi l ol # TOWN OF SOUTHOLD BUILDING DEPT. G Q � 765-1802 oWW INSPECTION= [ ] FOUNDATION 1ST [ ] ROUGH 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: DATE A IIJJ INSPECTOR _ s z FIELD INSPECTION REPORT DATE COMMENTS - b FOUNDATION(1ST) o ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) � WA4V uA Rwo k. pw S ROUGH FRAMING& PLUMBING y D Cho r INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 1 n� sa J Z X X � o z � d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health NA SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board a proval /IA FAX: (631) 765-9502Survey Southoldtownny.gov PERMIT NO. Check Septic Form 1,-I N.Y.S.D.E.C. V,4 Trustees AIX C.O.Application Flood Permit t/ Examined 20 + r-6'j i i; �! Single&Separate Nd E � Truss Identification Form AIX .,. • Storm-Water Assessment Form AUG 1 5 2019 Contact: A/) Approved _`� ,20- Mail to: P& Disapproved a/c Phone.Y/,/,C Expiration 6 20 IV Buil ' nspector APPLICATION FOR BUILDING PERMIT Date_f ' , 20_L�_ 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. 1_91e1*Z;1__ 19_11�, V16 �ifiq �'i e A -Z-W& (Signature of applicant or name, if a corporation) �6}zs/ _2707 i51z14 /-"7 , SSP- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder zy 614 Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly-authorized officer (Name and title of corporate officer) Builders License No. S6c� Plumbers License No. f421 " Electricians License Nooff Other Trade's License No. 1. Location of land on which proposed work will be done: 6- Gni House Number Street Hamlet i County Tax Map No. 1000 Section BlockO�� Lot / ` r Subdivision / / / lJ�� � Filed Map No. Ce Lot11 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy_(,,- C4"-"-r '60£ b. Intended use and occupancA*f' S7A/V'01,le 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /o?6-"� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front/ Rear /4 Depth 2y ' Height_ 12,g Number of Stories / 9. Size of lot: Front 10E-2o Rear l qz, Depth •)D 10. Date of Purchase /C Name of Former Owner 61,- �'iM�1 �oDL!Q 11. Zone or use district in which premises are situated 8496 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 Ake- _V4-- i3 el-41 Al 4771-7`611� P-7 14. Names of Owner of premises Address Phone No. Name of Architect %NSA,&rH /Jam/yam Address�t ;p—rerzct Phone No Name of Contractor Address Phone 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 ) 4(NameZcf ,4-4^n AJ' - �Oay !/9Cb2/ �� being duly sworn,deposes and says that(s)he is the applicant individual signing contract) above named, (S)He is the (Contractor,Age , orporate Officer c.) 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 thisA to,before of q 20 TRACEY L. WeR Notary Public NOTARY PUBLIC,STATE OF NEW YO4gnature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Ov a� Scott A. Russell 01- STOPLAWWAx-IFIER, SUPERVISOR ( �T z I��][A\lam A\G]EI��IUEl�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 X01 Town of Southold CHAPTER 236 - STORMWATEk MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ---1-OD` //D[tl£ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑1P 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. 00 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ ] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes In-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YFS to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional Agent,Contractor.Other) S.C.T.M. #: I000 Date NAME 01P //^��^f / District 40 o Section Block Lot o 7 �11 **** FOR BUILDING 9EMRTMENT USE ONLY**** 0 Contact Information / 1/h. ��P/�/2 nm.v"mc.i Reviewed By: — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — 7�,,l l��Y����� �-� El Approved for processing Building Permit. ,p Stormwater•Management Control Plan Not Requued. f���tP�-�1� Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4' SMCP-TOS MAY 2014 y1FFD1,t �, BUILDING DEPARTMENT- Electrical Inspector o`➢ y TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger richert(a-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. fPP�'��' f s1�� AOC&6��'°�L Date: Iqla Company Name: �Z� Name: W-;� S �� License No.: email: Address: �x Phone No.: �l' JOB SITE INFORMATION: (All Information Required) Name: Address: ��' ���L &% Cross Street: 2di°1i Phone No.: j bio 077 email: 0/�16�S��&orrfGoo<<, o�m B[dg.Permit#: Lot: Tax Map District: 1000 Section: 31 Block: d BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply'. Final Is job ready for.inspection?: YES 1 Rough In 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 FormAs 4- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o". Town Hall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(&-southoldtownny.gov seand(&-southoldtownny.00v -APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date! 7AL 4.9 Company Name: Name: License No.: email:,,�Il/D 1�J� - Noe,Gd" ' Address:albdi�.o ah/ - Phone No.: 621 7 S.S' JOB SITE INFORMATION (All Information Required) - Address: 27,-'/e z'il s T �,AS� _ _�2ro,✓ y // _ Cross Street: Phone No.: B1dg.Permit#: �1�� email: 6�SA��vTGoo/�, Tax Map District:._ __ 1000 BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4--w h a Circle All That Apply: _ Is job ready for inspection?: / NO :ough n Do you need a Temp�;ertificate?: YES 1(5Issue 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 lnformatiori.* —_ ® - J PAYMENT_DUE-IMITH.APPLICAT_ION J UL - 6 2020 �o� �O �� FIP,RA � id�iaFormxls T- � �� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Sox 1179 z Southold, New York 11971-0959 Telephone 631 765A802 -FAX (631) 765-9502 7 err southoldto�ua -v-:sea d outliold opo, - - = PPL t T ON-F0R`ELEGT-R1QAt-- NSPECT ELECTRICIAN INFORMATION (An reformation Required Date: 7 a d Company blame: 7 Name:_ _ _ . -._---_----:_ ----- ------- - --- "_ _::-,;� License No.: email: Address: Phone No. - t� JOB SITE iNFORNl4►TION- (All Information Required) Name: _S" �: .y Address:` Lim.-�V ric�(p�2S ^7pyD?7/.. -vy .. ��:._ -- — - ' sr u•13:L. -T- Cross Street: Phone No.:'_ � ----------- BRIEF DESCRIPTION OF WORK(Please Print Clearly) t _ -Ciircle.All-That Apply., Is job ready for inspection?: 01/ NO gh n Fi-n-YES7� 'ou -___ - Issu n. ...,�_ WOW -- - Service Size 1 Ph 3 Ph Size: �._. .. A #Meters Old Meter# u New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead -Urtdet"reund-Laterals --_1 .2-:_ ----H-Forme "_' Pgle -Work done on Service? -Y.,- _N Additions Information;. IIRL R. E1—' t[TJ P ,GAT10i J U L - 6-2020 .Form. T _ , 7rx-TOLD PERMIT# Address: Switches ( - Outlets Surface Sconces­ . UC Lts _.~., ...,.,,�s.'_^i'i'i•„,;^�.._,._'?... +•. �... .,�7'.,.. ..,...,_1, - _ „_- `t• �, ,<5 -.,- ,,• '- .- �., - � '-�� ._-fir';:"� k l - Y• _i.Jd. r f - ans _ w.. a a . . "Fridge _ „ , ._-. „ . , .,a,.,'-u x; - HW 1 ,.., .«r-.,. .- ,.,--. „ ,-.. .........__n c.w...s.-_<.,,,.,-r- ..>.. �.se.+, .. r.wrir-..:,m*. o„^, ,_ .w < .n •er.• ,=..i ax� »..u:>ar•t.i?ta•'". f T,� '•t\L�i i� f,�a yuan. '-.;"�+� � �.�fr - „ P �: ad?;s5 c, f>.,i M1 "'ta;•'rA�.' E� •e ,...N % (.'�'NA 1;u'.:,�M J-: Exhaust Oven `dryer Smokes Vit, k-. °.w1_e .. ,.`•_-_.. - .Servicer, _. sv+........... ..•_.,.t. ..a.(�.. _- e ...... ..-. ...w., n„r�,.,.< w. ....`Lwm,.n � w s M1;'i,"y�•. v..- _•. J u,? n r / Ca,' _., A.. ,. -,-,. _. _ iCrG_ . ... ,..., ..... u . _ ............. • - _• - � .. .,.. r :c v.— „-. '.f-vw ....,,<___ _ ,r�.',T^I1+,n•+ r•' _ _ ,... - - - - - ___ �1✓..-,- `�t � _ ` T,•]• , j.�•,:+..� _f _ `' _ _ y'4' YV 1 ,�C,4.i •a Combo l,: ; .:..,<.,,.: , :...,: s• 'Coe'ktapransfer` ' 14••:3 ., _M .,_ • :_ _ Yi ,..... ...:. .... .s.Hil..h4:1 t -..., <,.- r „+W_ 1,5f L'''- ..,.__,Ss`_.c•�i!"A"iii'+e.�' ,v i.a _ w < -r ` y .- AC s AH x Mini Special.- Comments- - ;fit"S� "a - »3r:. �.�•, e:".. . 't,. ,. _ •r r,",'_`," a;`�'^ ;�:; 4 ., . .:?Y.,=, a..t � - Y^..sl fl�Hra r,• -, -..i�ra-. _y<M�<c ., t✓-. .. ,i .. .,-,d.,.- , .. ri _. __ _ , . x., - _..K. r�-3S,wy.z y� •(� :fir 'f rl•1` i , e, t r , • tea J` 1 - ' 'f .. __ r y a ' .0,i -2 t"PT, 2"" , I 3 gra ! � �, `}'a 3 ' Record and Return to: AUG 1 5 2019 REFEREE'S DEED IN FORECLOSURE This Deed,made effective May 31,2019 to be delivered on a, . between Peter R. McGreevy,Esq.,Referee with offices at 131 Union Avenue,Riverhead,yNY 11901, 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 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 surn 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 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 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 above written. Peter R. McGreevy, Esq., Referee CERTIFIED TO: SURVEY OF PROPERTY PORT OF SAG HARBOR INC. A T EAST MARION STEWART TITLE INSURANCE COMPANY TOWN OF SOUTHOLD BIG APPLE TITLE AGENCY, INC. SUFFOLK COUNTY N. Y. 1000-31-04-16.8 SCALE.• 1 �30 JULY 24, 2019 LOT 3 TEL. AUGUST '13, 2019 (PROPOSED BUILDING) 297.52, Box AUGUST 20, 2019 (REVISE PROP. POOL/GARAGE) AUGUST 29, 2019 (REVISE POOL HOUSE) N7gog'44"� �--X ,SIN RUN ?F ' CON AINMENr �DW HOUSE 2912 SQ.FT. / N G GARAGE 384 SQ.FT. PROPOSED ZI n' XIORpORAT b 1NS0�©ION O= 1 � �•+ POOL HOUSE 350 SQ.FT. X ppp1Z10N f , pR0 1 M7Z- SQ.FT. w' J DW 7297 3 �' 3646 X 1 X .17 = 620 CU.FT. y w l Z X POOL DW Dw -7.7' -o G) PERVIOUS DRIVEWAY = 2551 SQFT. DW •i 2551 X 1 X .17 = 434 CU.FT. tU ♦n X o ?o` a o N v` 620 CU.FT + 434 CU.FT. = 1054 CU.FT. m o uz C, O 1054/42.2 = 25.0 V.F. r oLA cn �c z o o CE m O PROVIDE 5 ORYWELLS 8�t X 6' DEEP 91 o G C ) PROP' CMF 4 • u o � 1 o �0, CONNECTED BY GUTTERS & LEADERS �5 �6 cn• 14 2a• •P N/0/F LOT 2 N O EAST MARION SCHOOL DISTRICT X O KEY PROPOSED EXISTING " Os r ADDITION SAN Q = REBAR X PROGAR• PROP. POOL o '. ' ® = WELL COMPLIANT 24'p EXISTING FENCE DW A = STAKE WELL ® X o�G�---'-PROP. ® = TEST HOLE GATE W ® = PIPE x ` Zgg.3� 1 J , M = MONUMENT 4 = WETLAND FLAG U AUG ?ryi� M-) = UTILITY POLE N/O/F 1 S79. TOWN OF SOU-HOLD 25) . - NYS AD mppA Ro � LOT NUMBERS REFER TO "H/GHPOINT WOODS" FILED IN THE SUFFOLK N. Y.S. LIC. NO. 49618 COUNTY CLERK'S OFFICE ON JULY 25, 1997 AS FILE NO. 10035. PECONIC SURVEYORS, P.C. ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK AREA= 43,890 SO. F?: (631) 765-5020 FAX (631) 765--1797 STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA TONS HEREON ARE P.O. BOX 909 VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET 9-03913 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 a N CERTIFIED TO: ` c PORT OF SAG HARBOR INC. � I o`� SURVEY OF PROPERTY A T EAST MARION STEWART TITLE INSURANCE COMPANY � TOWN OF SOUTHOLD BIG APPLE TITLE AGENCY, INC. U` t d`(1 -T �� SUFFOLK COUNTY, N. Y, 0 - 1000-31-04-16.8 �1 SCALE 1'=30 JULY 24, 2019 LOT 3 TEL. AUGUST 13, 2019 (PROPOSED BUILDING) Zg7.52, BOX AUGUST 20, 2019 (REVISE PROP. POOL/GARAGE) AUGUST 29, 2019 (REVISE POOL HOUSE) SEPTEMBER 18, 2019 (SLAB LOCATIONS) N N Og+40"E O w a� RAIN RUNOFF CONTAINMENT � D. / cr 03 �;0 3�'Isv GE TO OF- n HOUSE 2912 SQ.FT. O N GARAGE 384 SQ.FT. PROPOSED �J NC�RpORAA[� OADDITION POOL HOUSE 350 SQ.FT. �! OSED 1 X �! AD0111os PROP SQ.FT. o; - �• ;, ..wo Dw �2�8 ���.`• 3646 X 1 X .17 = 620 CU.FT. PERVIOUS DRIVEWAY = 2551 SOFT. POOL DW Dw o DW = 2551 X 1 X .17 = 434 CU.FT. cl 10 IO p X o \ a oN N 620 CU.FT + 434 CUST. = 1054 CUST. CO.N � �s m a o O �° o N-Z 0 1054/42.2 = 25.0 V.F. X no o CE r*1 o m G PROVIDE (5) DRYWELLS 80 X 6' DEEP f-• 0 CMF CONNECTED BY GUTTERS & LEADERS J p001 ' yl .n 134.0' X Hous U/E .o_ N ,�•� C 16' cr N/O/F LOT 2 Igoo 5'10 sE 14.1' �' 2e:o`� N EAST MARION >c LOCATION Lp SCHOOL DISTRICT PROPOSED 1-1/2 STY. EXISTING O # ADDITION SANITARY ri { X PROP. POOL � X24�R. /C SYSTEM � SEP 1 9 2919 KEYCOMPLIANT EXISTING ® FENCE WELL GE DW x GAW` = REBAR s1Ae ® = 1 LOCATIONPROP. v ,N WELL r ; x � ® = STAKE f OF ��y = TEST HOLE ® = PIPES 0" ® = MONUMENT ' S79•5g'00"W N/O/F •.. } w. f� TOWN OF SOUTHOLD G •_ �" o J r,= WETLAND FLAG 2 �`'' .°'„- . . �Q, = U77LITY POLE U/C = UNDER CONSTRUCTION MA1N ROr - .�,w� LOT NUMBERS REFER TO "HIGHPOINT WOODS" nLED IN THE SUFFOLK �€, V'J. COUNTY CLERK'S OFFICE ON JULY 25, 1997 AS FILE NO. 10035. �. LIC. NO. 49618 PECON/C SURVEYORS, P.C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK AREA= 43,890 SO FT. (631) 765-5020 FAX (631) 765-1797 STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON ARE P.O. BOX 909 VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 119-039 Y, �s „ k 4'. L' W LJ.. Q t �*� 9 Z W U APPROVED AS NOTED DATE:_ 1; B.P.4 FEE: -5-�5uop BY: o NOTIFY BUILDING DEPA TM NT AT 765-1802 8 AM TO 4 PM FOR THE w FOLLOWING INSPECTIONS: � 1. FO�_IyDATION - TWO REQUIRED FC POURED CONCRETE 2. RO :H - FRAMING 8 PLUMBING A 3., 1INS,.;-ATION 4. FI^:,,.'_ - Cow "RUCTION MUST p0 F BE -'OMPLE"E rOR C.O. �� ALL CONSTRUCrk)N SHALL MEET THE `p REQUIREMENTS OF THE CODES OF NEW � YORK STATE. NOT RESPONSIBLE FOR Cal DESIGN OR CONSTRUCTION ERRORS. 0 3740 y r�Or- IN COMPLY WITH ALL CODES F NEW YORK STATE & TO'WN C ARCHI CTU RE A 1" ® Y ORTI LLO R .A. LEER A AS REQUIRED AND CONDITIO ' WOJECT: r..-.,',. .aa...a;:ct;......,„ = ac w:,mwtiir..wM q�p�� . r#? PORT OF SAG TE HARBOR 3 1284 EVEPMOING LAP11E 254 36TH STRSUITE 256 GARAGE y LEAGUE C 77573 BR 375 KAYLEIGH COURT FAST MARION, NY 11939 OCCUPANCY OR RETAIN STORM WATER R1 NOF LC LPURSUANT 0 : 516-214-0160 0 : 716-572-474 .1ANT TO CIHAPTER ._ USE IS UNLAWFUL OF THE TOWN CODE. DRAWING TITLE: WITHOUT CERTIFICATE , TITLE PAGE OF OCCUPANCY TRUS:PVCARDIN G REQ" ED ELECTRICAL INSPECTION REQUIRED DO NOT PROCEED WITH- PAGE: All exterior lighting FRAMING UNTIL SURVEY OF FOUNDATION LOCATION installed, replaced of HAS BEEN APPROVED. T-100 repaired shall conform. to Chapter 172 L of the Town Code DATE: 6/25/19 1 OF 5 PLACEOR JO "r ,S ER E.R E CARPENTRY 1. ALL NIGAL: F A (5E <E)" : NOTES � SF'EG I F I GST I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM FA OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC GORE, NFPA 70 AND 2015 INTERNATIONAL ENERGY IT 15 THE CONTRACTOR'S RESPONSIBILITY'TO KEEP THIS GON5TRUCTION DOCUMENT ENDED CONSERVATION CODE. TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN 51-ECIFICATION5,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. T- 1 00.00 TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 S. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: STRUGTUR�tL DSS I CSN LO?�D5 GENERAL PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLESS (1) 2 xb I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED APPLICABLE BUILDING DEPARTMENT. SMOKE DETECTORS w/BATTERY BACK-UP IN: USELI\/E LOAD DEAD LOAD 4. AT FLUSH FRAMING USE I6 6A6E METAL JOISTS HANGERS BY "TECO" OR 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. A. EACH 5LEEPIN6 ROOM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EXTERIOR BALCONIES 60 psf 15 psf A- 100.00 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5, MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 3. ALL WORK SHALL CONFORM TO (NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. AREA IN THE IMMEDIATE VICINITY OF DECKS 40 psf 15 psf FASTENING SCHEDULE THE BEDROOMS (GENERALLY THE HALLWAY) AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. G. EVERY LEVEL OF DWELLING PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) OF THE OWNER/SUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf A-200.00 HOEDOWN, ANCHOR BOLT, 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. ASPHALT ROOFING SHINGLES STRAPPING & SHALL BE CLARIFIED WITH THE ARC:HITEGT/ENCINEER BEFORE PROCEEDING I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING ATTICS WITH STORAGE (ROOF ABOVE 5 PITCH) 20 psf 15 psf WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE SHINGLES OR APPROVED EQUAL. NAILING DETAILS p.T_ ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 2. SHINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE UNLE55 APPROVED BY THE ARCHITECT/ENCINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE NOTED. ALSO, CONTRACTOR5 OPTION TO APPLY GAF-WEATHER-WATCH ICE SLEEPING ROOMS 50 psf 15 psf A-500.00 FOUNDATION PLAN 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. 6ENERALY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL BEFORE THE START OF FRAMING FOR ROOF= AND 15 OF CDX ZONAL NAILING OR UNLESS OTNA NIS RECTO D.REMENTSSEE L OR PLANS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. STAIRS 40 psf 15 psf FLOOR PLAN; DETAILS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF ROOF FRAMING PLAN II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. CONSTRUCTION. GUARDRAILS AND HANDRAILS 200 psf 15 psf cl. DO NOT 5GALE DRAWING5, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S ELEVATIONS w 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ' K' HOUSE WRAP OR SPECIFICATIONS. 1 R BUILDING SECTION 2 psf FOR ATTIC - ®O•00 CERTIFICATES, CERT. OF OCCUPAN,� 12. EXTERIOR 5HEATHIN6 TO 8E COVERED WITHTYVE Y OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOCATH. M 5. NAILING OF ROOFING SHALL BE TO GORE. F I-- II. THESE SET OF DRAWINGS ARE Ti-4E PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT V AND SHALL NOT BE ALTERED OR E3E REPRODUCED WITHOUT WRITTEN 6. CORROSION RESISTANT II 6AOE ROOFING NAILS AND 16 GAGE STAPLES ARE W PERMISSION FROM THE ARCHITECT, UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. PERMITTED - U 14. PROVIDE 'X' CR055 BRACING AT .1015T5, STUDS, AND RAFTERS WHEN SPANS 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR V J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-0" AND AT EVERY &'-0". 2:12 PITCHES TO 4:12 PITCHES 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE Q A-2 SITE WORK 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH, WA5TE MATERIALS, TOOLS, ETC,., GLEAN CLASS AND LEAVE WORK 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-5 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODESI8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. r v Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WFLOOR SHALL NEVER EXCEED A 16" SPAN. WORK OF 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER A. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR AS PER PAGE A-I THROUGH A-3. COMPLETION OF PROJECT. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN 5• PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ARCHI TECT/ENOI NEER, AND THEIR AGENT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, 1.05SE5 AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 25K COPPER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF CODE5 AND REFERENCE STANDARD: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MAINTENANCE GORE. ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANOER5, NAILS,5CREW5, FLASHING, ANCHOR BOLTS, ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONSTRUCTION MANUAL BY AF 4 PA. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN 1.11E MIGROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES CODE. LLAM BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACA. TRUSS JOIST McMILLIAN 2.0E PARA PLACING A. TO BE INSTALLED AS PER MANUSARA 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL . OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGE5 A-I, A-2, 4 A-3. THE FASTENING SCHEDULE NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 25. COLUMN BEARING AS FOLLOWS: WOOD P05TINO TO BE BLOCKED 501-10 TO POUND. 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. SPECIFICATIONS, UNLESS NOTED OTHERWISE. WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS 22. PROVIDE FIREBLOGKIN6 A5 PER TEXAS ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE N COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ Z STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG w/6" R15E 4 w/ (2) s/4"4' BOLTS THROUGH CENTER LINE OF VERTICAL LE65 0 O FOUNDATION, CONCRETE, AND MASONRY SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-5. V I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLASS WINDOWS AND DOORS w 1. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. Q 2. ALL FOOTINGS To BEAR ON FIRM, VIRGIN, UNDISTURBED 501L 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. w 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE;, UNLE55 5. ALL SLIDING GLASS DOORS, SKYLIGHT5, AND ANY 6LA55 UNIT INSTALLED OTHERWISE NOTED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, UNLE55 OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN 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. (�'�:.D A&c UNTIL F TIER OF FRAMING 15 IN PLACE. 5. ALL WINDOWS To BE CAU ED AS PER NEW YORK STATE CAULKED AND SEALED ENERGY CONSERVATION CODE. C, 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. rj i 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL top { SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. a37�� 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRESSIIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I., U.O.N. 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 +�-O F NE� SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, PORT 0 F SAG (1) WALL TIE PER (5) 5a. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND FORE55 REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE: AND PROVIDE WEEP HOLES, HARBOR MAX. 52'-0" O.G., To DIRECT ANY CONDENSATION TO THE EXTERIOR. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED 6LA55. GARAGE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINI5H GRADE. 16. NO CONCRETE OR MASONRY WIORK 15 TO BE PERFORMED IN TEMPERATURES 375 KAYLEIGH COURT CONCRETE SDALLLLINO, UNLESSBE PLACED APPROVED P ROZ DSURFACES.BY ITEGT/ENCINEER. NO EAST MARION, NY 11939 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. DRAWING TITLE: 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALL5 AND WHERE EVER APPLICABLE. GENERAL NOTES Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A FASTENING SCHEDULE MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" DEEP 4 5'-0" BELOW GRADE. PAGE: A-100 DATE: 6/25/19 2 OF 5 PLACE FOR JOB STICKER WERE FASTENING SCHEDULE A GO STRUC.,T� OV DETAILS $ WI � D LOAD FATll TYFIC,AL N� LIN(5/STRA�� N(5 REOU I RE�ENTS FOR NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAP'S A-2 FOR�ONI EC.,T( OI� DETAILS U�LFT/ SHEAR, $ LATERAL K ND REGS I CSTANGE (SEE PAAND ROUGH OPEN NG 5TRAPPIFRAM NO REQANDIUIREM Q TISEMENTS, ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NG CONNECTION C1 G2 ROOF l$ GE I L I NC FRAM I NC RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S —0 WOOD JO .-'•w� �� -- CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST BLOCK I N S. JO I ST HANG E GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP 0 G 1 RDER/HEADS o GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-I6d COMMON EACH LAP ti COLLAR TIE TO RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST `''•, BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END • RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END JOIST FF"AMINO OVER WOOD 61 RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER BALL STRAPPING TO BE IY4"x 20 OAUOE -- "SI MPSON" EQUIVALENT - 0520 (COILED STRAP) It WALL FRAM I NO w K *USE IOd NAILS IF STRAPPINO IS OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U Lu TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE U STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGE5 Q WALL STUD 0WALL STUD O CONNECTION DI TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD BOTTOM PLATS--t BOTTOM PLAT BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT BATHTUB SUB FLOOR /// DOUBLE JOIST DOUBLE JOIST -~""" ENDJO15T, or BLOCKING (FACE-NAIL) - FLOOR FRAMING m AT STUD TO FLOOR ASSEMBLY TO SILL PLATES) CONNECTION: JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST - BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END FOR STRAP - 3 8 d COMMON NAILS ® EA. D I END OF STRAP (WRAP STRAP UNDER SILL PL.) BLOCKING TO JOIST (TOE-NAIL) 2-Bd COMMON EACH END DOUBLE JO 1ST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS BLOCKING TO SILL or FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - TOP PLATE (TOE-NAIL) 3-I66 COMMON EACH BLOCK _2 _16_ d COMMON NAILS �~ ALTERNATE CONFIGURATION - ABOVE STUD TO LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST FLOOR CONNECTION w/ # LP74 SIMI-SON (OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST EQUAL) ® PLATFORM TO SILL PLATES KING STUDS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT GR I PPLE STUD ROOF SHEATH I NO HEADER I A I L I I G;V'S TR A F F Nom/ HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, 8d COMMON b" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) Sd COMMON 6" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE 1.Fl JAGK STUDS NOTATION: RAKE H A- NUMBER OF ad NAILS ® EA. END OF 5TRAPPIN& (3.7,P. 15.7-2001) OE I L I NO SHEATH I NO WALL STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.2313,P. 143 -2001) G- NUMBER OF FULL HEIGHT KIN& STUDS _ ® EA. SIDE OF HEADER (5.250, P. 143 - ALTERNATE;5.25D, P6. 144 -2001) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF I6d NAIL5,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE (3.7,P. 157 S WORKSHEET-2001) u E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,PI41-2001) D F- NUMBER OF IbH d NAILS, END-NAILED THROUGADJACENT JACK STUD WALL SHEATHING TYPIGAL HEADER 00NNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION To TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.6, P. 157 EWORKSHEET -2001) STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD B C, I I/` I I I G E FASTENING SCHEDULE 8 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD z W I I `lD RESISTANT ®I `t.✓7Rl��/7 I ®I `4 ®I `l I `t �7®R.J ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHINO (5UBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI RIDGE-TO-RAFTERS 0520 21 " APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: w I A B G D E F G I" or LE55 8d COMMON b" EDGE / 12" FIELD Q RAFTER-TO-WALL H-7 APPLY TO EACH RAFTERROUGH GREATER THAN I IOd COMMON 6 EDGE / b FIELD p 0FN6 RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER 2'-0" 2 1 I I I I w PLATE-TO-WALL STUD G520 © 18" APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 ANCHOR B®LnT �J �i I I �iAT i 05 2ND. FLOOR WALL-70-IST. FLOOR WALL LFTA or 0520 ® 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE R 2"xb" (MIN.) 6'-0" I 3 3 3 3 D c REQUIRES (3) 2"x12" HDR (MIN.) HEADER-TO-.JACK STUD 0520 © 12° APPLY TO EACH JACK STUD 8'-0" -t 2 3 4 4 4 p na CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD C SHEAR. WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL END CORNER 3q" � CONDITION IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE .. '• : . , . �9� 37ao p (USE WITH 3" SQUARE WASHERS) USE THE FOLLOW 1 NG OR APPROVED S I MPSON METAL CONNECTORS FOR PROPER W 1 ND RESISTANT CONSTRUCTION. S F � I I�t O OF TOf= F L=A`I E FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE ENDCONDITION PORT OF SAG }- SPLICE -} cv LENGTH I HARBOR I �I I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS � --- - - GONTI I�UOUS BUILT-Uig C IRDERSi THREE OR MORE SUFFORTS FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B8G - GARAGE ALL OTHER CASES ONE STORY SLAB ON GRADE PLAN DIAGRAM OF ZONES CONNECTION PATTERN SCHEDULE BETWEEN I/b BUILDING MINIMUM SPLICE"' BUILDING MINIMUM SPLICE'��4 CONNECTION 4 1/4 OF A � DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) 375 KAYLEIGH COURT PATTERN DESCRIPTION ASSEMBLY REQUIREMENT5: WHEN 5IRDER5 MADE UP OF JOISTS NAILED TOGETHER EAST MARION, NY 11939 A (2)ROWS IOA NAILS® 12"O.G. MAX'32 SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE /� B (3)ROWS IOI NAILS• 12"O.C. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/✓'-q" I6'-O" 4'-0" SPECIFICATION (WFGM TABLES 3.2A d 3.213, P. 112) DRAWING TITLE: P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, c (2)ROWS 1/2°m BOLTS 6 12"O.G.STAGGERED; FOR ALL STRUCTURES: DBL.O ENDS TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" HOLDOWN' ANCHOR BOLT' BUILT UP 61RDER P MAX.32' TO BE JOINTED ON THE SAME 51 DE OF THE SUPPORT. 24-04,_O /5,_O' 24-O 6_011 5/a"(P ANCHOR BOLTS ® 3q" O.G. D (2)Rows 1/2" m BOLTS m 16"O.C. STRAPPING, & NAILING DETAILS NAILING. E (2)ROWS 1/2" m BOLTS m 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-0" 51-011/6'-3" 28'-O" 7'-O" (2) w5R0',3 3/6"TRUSSLOCK SCREWS m 12"O.G. B 1/4 OFA WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, NOTES: F 51—RENED Ora(U SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDER5 ARE 6 (2)ROWS 3 i3/6"TRUSSLOGK SCREWS m I6"o.c. • ' P I. MIN. �" EMBEDMENT INTO CONCRETE SCREWED ora(I)SIDE of MEMBER TO BE NAILED FROM EACH SIDE w/ Iod NAILS, TWO NEAR PAGE: (2)ROw5 3-;3/6"7RUS5LO0K SCREWS• 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE 36'-O" T-0"/8'-q" 36'-O" q'-O. 15pq/ 3 SQUARE WASHERS AND END NUT SETUP; H CONNECTION U51N6 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. a6 FILL SCREWED ort(I)SIDE of MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO TOP TWO COURSES SOLID (2)ROWS 5"TRJ55LOCK SCREWS m 11"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-On 8'-Ou/10-Ou 40-On II-O" SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS (2)Rows 5"TRU55LOCK SCREw5 m Ib' O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED „ 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR A-200 K IN EXPOSURE B 50-O 101-011/121-61150-O 13-oilOR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ L11(2)ROWS 5"TRU55LOGK 5GREW5• 24"o.c. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL „ SCREWED ON BOTH SIDE OF MEMBER a 1/4 OFA HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60-O„ _12 O„ _/15 O„ 60-O„ -Ib O„ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6„ 8 12 LATERAL LOADS SHALL BE MULTIPLIED BY H/6; FROM ENDS AND CORNERS (TWO ® CORNERS) NOTE Q FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE DATE: 6/25/19 3 OF 5 POUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70'-0” 14'-O” 70'-0” 1q'-O” (SEE DIAGRAM TO LEFT) I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6”OR SMALLER ” " 4. COORDINATE w/ HOEDOWN LOCATIONS S CONNECTION PATTERN B'WHEN 10"OR LARGER P, ORDER. a'WALL- 1.125 80-O 501-011 22-O L 2.WSC HEN REWING 1/ FROM10'WALL- 125 NAILING FROM BOTH SIDES OTHER FOUR-PIECE MEMBER- Ik ��/ OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER ANCHORING: I' MILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, I2'WALL - 1.5.15 WALL- 1.5 THIS COLUMN w/MULTIPLIER JOB FOR 10'-0" WALL NAILED TO WOOD POSTS OR BUD BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STGRADE MATERIAL C-71C.3KERHERE L/EI ` ERAL 5 I �50L <E)'00' : _ EXISTING TO BE DEMOLISHED EXISTING TO REMAIN NEW WOOD FRAME (L.O. STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. - - — — — — — — — — — — — — WHEN APPLICABLE) e. F — — — — — — — — —' — — — I POST TO RIDGE NEW FOUNDATION WALL I I O = Q MIN. (2) 2"x4" STRUCTURAL a POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL I I � X - Ory 0 POST FOR b" WALLE-), U.O.N. I m NEW 2"x8" GEILINC JOIST ® 16" O.G. (TYP) I . I I I 25 _... _. I I A-400 A-400 A-400 W A-400 I I I I U TPL. COLLAR TIE - H NEW 4" P. GONG. cv I SLAB PITCH 4" TW05. DRIVEWAY ON 4" I N (2) POST TO RIDGE THICK GRAVEL BASE I J '~ I ONE FRAME Q GARAGE �p OVERHEAD DOOR ON SLAB NEV4 _ _ _ - MONOLITHIC 4" SLAB. FTC. 12" m 1d) / \ THICK ® 12' BELOW GRADE I / \ I q O 4, -30 - IN 1 6�RACE DOOR 10'-0" x 7'-0" (R.O. PER MAN. SPECS) \ (2) 'MAN60M OVER GARAGE DOOR(5EE EL 2 O — — — — — — J I POST TW720111 R.O. 2'-2j"x2'-Ij" (2) 2"x8" HEADER BDVE (3) 2X10 HEADER ABOVE GARAGE DOOR — — — — — — — — — PO5T TO RIDGE P05T ABOVE TRANSOM ABOVE 3'-0" �-O O� FLAN ��� �I`i O��S 5A5 MAX SLOPED CONCRETE APRON I J 10'-0" 12'-0" ODOOR NOTE: I. INSTALL NEW, INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). FOUNDATION PLAN FIRST FLOOR PLAN 2. INSTALL NEW. EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-0" 5. DOOR TYPE TO SELECT 4. INSTALL AS PER MANU SPEC.'s OWINDOW NOTE: 2 I. IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE 2. IF DOUBLE H'JNO - ALL DBL. HUNG WNDWS TO BE TILT WASH NEW 5"x2" ALUM. 3. ALL NEW WIhIDOWS $ 1::)OORSSHALL B DOWNSPOUT (TYP) F- ANDERSEN 4.00 SERIES CASEMENT, DOUBLEHUNO, OR OL I D I NO (AS NOTED) (OR EQUAL); INSTALL AS z PER MANU. SPEC.'S. W 1'-0" O.H. i I O U I NEW 2"x8" ROOF RAFTERS NEW 2"x8" ROOF RAFTER5 WINDOW / DOOR FRAMING: 2x4 FRAMED WALL u; ®ib — — —SEE PAGE A-2 FOR FRAM I NO ® Ib°O.G. (rr ) ELEMENTS AROUND DOORS AND PROVIDE STRAPPING PER bXb-10X10 W.W.M. BETWEEN I I I WINDOWS (TYP. FOR ALL) U.O.N. A-2.0 CONNECTION D-17\ CENTER 4 UPPER � OF SLAB I I I w SECURED IN PLACE DURING POUR L- — — — — — (2) 2" x b" P.T. SILL PLA J " P. GONG. SLAB I I I ,; a a o A I I A TERMITE 5HIEL ap —A-400 I I — — — — — _ — — I A-400 v�' GRADE �' a a - fw --i � O GUTTER (3) #4 REBAR HIGH POINT I p p CONTINUOUS TOP 4 I I I �� - SOT. (4 TOTAL) ° _ PON GLEAN ASE COMPACT FILL P05T TO RIDGE b MIL VAPORDI I I I �-9 037413 O PROVIDE I" RIDGID RETARAR INSULATION I � — — —� — — — — I I ��()` N�„�`4 HOT DIPPED GALVANIZED ANCHOR BOLTS ® MIN. 7" INTO CONCRETE; 311" O.G. 8 4"x5" ALUM. I NEW 2"x10" EXPOSE COLLAR MIN. 12" FROM CORNERS. CUTTER (TYP) I I TIES ® 52" 0. PROJECT: f-=OUNDAT I ON MALL DETAIL I I PORT OF SAG I'-o" I — — — — — I$I,_ D.H.— — — HARBOR NEW 2'1x8" ROOF RAFTERS NEW 2"x8" ROOF FTERS I GARAGE ®I I6" O.G. (TYP) ® 16" O.G. (Tyr I POST TO RIDGE 1 I 375 KAYLEIGH COURT E L - - - - - - - - - - - - - - J 113 EAST MARION, NY 11939 DRAWING TITLE: ROOF FRAM I NO FLAN FOUNDATION PLAN FIRST FLOOR PLAN SCALE: I/4" = I'-O" DETAILS; ROOF FRAMING PLAN PAGE: A-300 DATE: 6/25/19 4 OF 5 PL 0 C ENDRAL 5Y�50L EY : I ROOFING - SEE NOTE ® SECTION 4-\ _ EXISTING TO BE DEMOLISHED TOP OF RIDGE _—_—_—_ FIN15H SCHEDULE ELEV. +I-T.5' (MAX) — .. � EXISTING TO REMAIN NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE) \ - - -- -- NEW PARTIAL HEIGHT PROVIDE FAUX UNO WOOD FRAME (L.G. 5TL. 12 _ __—�- SDAA5HHa TRANSOM5 WHEN APPL I GABLE) NEW FOUNDATION WALL 12 ® MIN. (2) 2"x4" 5TRUGTURAL POST FOR 4" WALLS (MIN. (2) 2"x&" STRUCTURAL KiABOTTOM OF FA501A P05T FOR 6 WALLS), U.O.N. -------------- ELEV. +"1.8' W w IF-_ AVG_GRADE J LEV. +0.0' ------ U J \-I"Xb" SHIPLAP I"X6" SHIPLAP Q CEDAR SIDING CEDAR 51DINO - - (FRONT) SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" ` ROOFING - SEE NOTE ® SECTION 4-\ FIN15H 50HEDULE - - 12 12 ST-r- ION NOTES _________------____.___. ___._-____ ____________"_" ____ _____ __ _ _.____._____-___________.. Oj TYPICAL EXTERIOR WALL OONSTRUOTION: — • UPON TY\/EK HOUSE WRAP (OR EQUAL) _ ~ • UPON 1/2" GPX PLYWD. SHEATHING (BLOCK I NC @ ALL PLYWD SEAMS) 0 • 2"x4" STUDS © 16' O.G. w/ DBL. TOP PLATE - _- — w 0 I"X6" 5HIPLAP CEDAR 51DING 1"X6" 5HIPLAP CEDAR SIDING w rY O TYP I GAL ROOF GE I L I NO OONSTRUOT I ON: • R.R., G.J., $ G.T. AS NOTED ON PLANS (© SPANS OVER 8' INSTALL "X" BRIDCINC © CENTER OF _ - - (RIOHT SIDE) (REAR) f C SPAN, U.O.N.) SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" �� �,�� M. pp . z� vIll • 12 ' PLYWOOD FINISH <v • CONT. RIDGE \/ENT CONGEALED W/ GAP ¢ �^ SHINGLES O\/ER le TOP OF RIDGE_—_—_—_—_ -��,\0374�� �Cy TYPICAL LEDGER BOARD FOR ROOF RAFTERS: ELEV. +17.3 (MAX•) PROVIDE 2"x4" Op N , 4�O POSTS TO (I) 2"x4" BD. TO MATCH END OUT OF INTERSECTING RIDGE s R.R. ® EA.A. R.R., SECURED N14" LONG COLLAR TIE f �� H.D. GAL. HEX STRONG TIE SCREWS @ 16" O.G.; I2 PROJECT: SCREWED INTO STUDS. 12 PORT OF SAG ROOFING NOTE: 2 O 1. Y2" GDX PLYWOOD SHEATHING (BLOCKING © ALL H AR B 0 R NEW 2 x 10 COLLAR TIES ® 32 O.G. GARAGE PLYWOOD SEAMS) PROVIDE (2) 4" 2. INSTALL NEW ARCHITECTURAL STYLE THRU BOLTS (T''P) 2 'TIMBERLINE' ASPHALT ROOFING SH I NCLES BY 375 KAYLE I G H COURT 'GAF' OR EQUAL; MIN. GRADE 240#, 50 YR BOTTOM OF FA501A EAST MARION, NY 11939 WARRANTY. FINISH TO MATCH EXISTING ELEV. +-7.1' 3 COTTAGE ON SITE. 5. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL DRAWING TITLE: AND AT \/ALLEYS ELEVATIONS 4. INSTALL I5# BUILDING FELT BUILDING SECTION 5. GAP SHINGLE O'\/ER RIDGE � HIPS (AS REQ'P) s 6. PROVIDE RIDGE: \/ENT (AS REQ'D) NEW 4" P. NEW 4" P. 7. FLASH ALL \/AL.LEYS GONG. APRON GONG. SLAB 8. INSTALL DRIP EDGE AS REQ'P q. INSTALL ALL AS PER MANU. S�EC.'sVPAGE: _G_GRADE -- t4 ; ELEV. +0.0' r h" i , 0, t z ri mfr r Q _NEW VAPOR BARRIER t MIN. 4 Tf 11GK OSIDING NOTE: �- n THROUGHOUT 'qioRAVEL BASEA-400 5 I. INSTALL NEW I"X6" SHIPLAP GEDAR SIDING NEW RIGID I-O UNDERSIDE OF SLAB 2. "TY\/EK" HOUSE WRAP (OR EQUAL) INSULATION I .�r MIN. 5. INSTALL ALL AS PER MANU. SPEC.'5 EXIST. SOIL 4. PROVIDE ALL NECESSARY TRIM DATE: 6/25/19 5 OF 5 SEOT I ON A/A-400 SCALE: 1/4"=1'-O" STICKER IlERE