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HomeMy WebLinkAbout39485-Z �4�gt1FFOtkc®%- Town of Southold 10/27/2016 0 �A P.O.Box 1179 a' 53095 Main Rd A �a0`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39485 Date: 10/27/2016 THIS CERTIFIES that the building ALTERATION Location of Property: 19215 Soundview Ave. Southold SCTM#: 473889 See/Block/Lot: 51.4-18 Subdivision: Riled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/30/2014 pursuant to which Building Permit No. 39485 dated 1/12/2015 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: alterations to an existing one family dwelling as applied for. The certificate is issued to Perros,Alexander of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39485 7/22/2015 PLUMBERS CERTIFICATION DATED 10/24/2016 Hardy Plumbing&Heating 6h ed Signature o�sV TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE , . 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#: 39485 Date: 1/12/2015 Permission is hereby granted to: Zambratto, Gerlynn 126 Burtis Ave Oyster Bay, NY 11771 To: Alterations to an existing single family dwelling as applied for. At premises located at: 19215 Soundview Ave. Southold SCTM # 473889 Sec/Block/Lot# 51.-1-18 Pursuant to application dated 12/30/2014 and approved by the Building Inspector. To expire on 7/13/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $584.80 CO -ALTERATION TO DWELLING $50.00 Total: $634.80 Buil ing Inspector Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 , ® roger.riche rt(atown.southoId.ny.us Southold,NY 11971-0959 Q l'C®U NN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alex Perros Address: 19215 Soundview Avenue City: Southold St: New York Zip: 11971 Building Permit#: 39485 Section: 51 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Pumillo Electric License No: 2300-ME SITE DETAILS Office Use Only Residential X Indoor x Basement X Service Only Commerical Outdoor x 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 34 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 1-30A Electric Cook Top, 1-40A Electric Oven,4-Exhaust Fans,2-Paddle Fans,78 feet of Lighting Track,4-Arc Fault Circuit Breakers Notes: Inspector Signature: 7Date: July 22, 2015 Electrical 81 Compliance Form.xis Oct 27 2016 12:18PM STEEPLECHASE 9172620115 page 2 @002/002 \\\ 10127/2D16 11 :03 FAX 9312888320 TCL. 765-1802 D WN T r SOUTROLD ' 0 OFFICE OP SUILDII,M INSPECTOR 'f P,O. 110:0.2 S F r •�� TOWN i:;.LL SOUTHOLD,N.Y. t 1971 . ;mss C C R T I F ICATI0r; Date �Q DMG� D Building Permit No. 2016 Owner kt�/ OCT 2 . (plLaso p za 1 . nn � BOII,DING DM- Plumber /4iZS r�M+�,3+a� (-��'i4 N(r TOWN OP SOUT]IM13 [please print) I certify that. r_h- SoLder uzed in nce water supply system contains less than 2,110 of 1t lead. MON Se �' iMND NOfM1`'htAUO.Stetet of NOW Ya' W,01STODO1493 'r iplum is signature) In 5uaolk County Owmamm bpm aanwry U-20,2 Sworn�o beforo mo rh s .24 day- o f r' ��-.�. � notary PubLiC Notal:: tai+h:.iC, J' County a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 I. 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 $15.00 Date. z New Construction: Old or Pre-existing Building: (check one) Location of Property: f 9 Z/5- P House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No I000,'Section :!EZ Block Lot Subdivision Filed Map. Lott:/ Permit No. Date of Permit. Applicant: �,44111,-/7/q � �7'/LA V r, Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate- Final Certificate: /check one Fee Submitted:$ Applicant S gnature pF SOUjyo! - o cou N TOWN OF S THOLD BUILD G DEPT._ 765-1802 IN [ ] FOUND ION 1 ST [ OUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f T cc� �o DATE INSPECTOR OF SO(/lyo courm,N TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . - '* [ ] FOUNDATION IST [ ].ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL - [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &!'�t�/ co DATE -, INSPECTOR f oF souryOlo Ix . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- , [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6z DATE �/� INSPECTOR Conlan En&99rh99 P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengi neeri ng.com C E V February 20, 2015 FEB 2 4 2015 Mr. Michael Verity Chief Building Inspector Southold Town Building Department BLDG.DEPT P.O. Box 1179 TOWN OF SOUTHOLD Southold, New York 11971 — Dear Mr. Verity: I visited the Perros residence located at 19215 Soundview Avenue in Southold on February 17, 2015. The purpose of the visit was to inspect the footings for the new columns in the cellar of the building. Inspection found the excavated areas for the footings to be professionally done and to be the same dimension and location as those shown on the plans prepared by Garrett Strang, Architect. The columns were in place and the excavated areas are ready to be filled with concrete. If you have any questions please call me at 298-1986. Yours truly, pE NEW Y��P P._. � 4A r W. Copy �� .051684 Alex Perros p�OFESSOQ�'� Condon En&eeging9 Poco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com April 24,2015 Mr. Michael Verity Chief Building Inspector Southold Town Building Department P.O. Box 1179 Southold, New York 11971 - - - Dear Mr. Verity: visited the Perros residence located at 19215 Soundview Avenue in Southold on April 24, 2015. The purpose of the visit was to inspect the framing detailed in the plans and the insulation specified by Garrett Strang, Architect. Inspection found the framing and insulation to be installed correctly and as specified in the architectural drawings and insulation specifications. If you have any questions please call me at 298-1986. Yours truly, . ,CalC�� J. on,_.E. Copy Alex Perros �® 051684. �MFESS{&A�' 71 C I�i Lel C 11� �� t. 1 1 0 • " COIVMNIT.s WIN• 1 • �. PLUA- MING • 1 • � • t �. .. :.� lemic• Iff r - WMFA r .r 'r Tp"OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 � Survey SoutholdTown.NorthFork.net PERMIT NO. C >� ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20�"� Single&•Separate Storm-Water Assessment Form Contact: Approved It 20 Mai Disapproved a/c one: Expiration 20_/J�_ ) Building Inspector DEC 3p • 2014 � PLICATION FOR BUILDING PERMIT � �° Date 7 3 y ; 20� BLDG DEPT INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to,the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. - APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises k A A/a 5/Z- pt-,,e It O 5 (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. Of ��6t���� �— � Plumbers License No. t( / Electricians License No. ti Other Trade's License No. 1 ` 1. Location of land on which proposed work will be done: 1 % Z/5� 5J�el v Vl a—,v A16— House l House Number Street Hamlet County Tax Map No. 1000 Section 5 Block O Lot g Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S L r�1"7 16-.- y �- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration�� Repair Removal Demolition Other Work (Description) 4. Estimated Cost / 25, /r�7_� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ,,/�i/t- 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 . 3 4-, 0 Height fi/ S Number of Stories 1 Dimensions of same structure with alterations or additions: Front S,a, , Rear S-o r Depth �e Height Number of Stories 5� 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear / Depth 3 ff-d 10. Date of Purchase Name of Former Owner '7A ZZ© 11. Zone or use district in which premises are situated 6L 4-0 12. Does proposed construction violate any'zoning law, ordinance or regulation?YES NO l/ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises P&tz/Z 47-:5 Address Phone No. 7 Name of Architect 7-/z-,a • : r'4 - Address 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 V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMIT SY BE REQUIRED. b. Is this property within 300-feet of a tidal wetland? * YES * 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 l/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 5�7-2a til, , being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, �/ (S)He is the A C, Wy r f /'` (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworno before me t 's day of 20A CONNIE D. BUNG, Notary Public,Stats of p tea_ Notary Public No.OIBIJ6185,050 Signature of Applicant Qualified in Suffolk County Commission Expires April 14,a�a Scott A. Russell 0s11p STO]Kl\\WWA\TIEIR� SUPERVISOR � � ( r � I��][A\�A\G]El��l[IEI�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ��FI3S PROJECT INTyOLVF, ANY OF THE ]FOlLLOWINQ Yes No (CHECK ALL THAT APPLY) ❑ 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. ite preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E Site preparation within the one-hundred-year f loodplain 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 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 witWyour Building Permit Application. APPLICANT: (Property Owner,Design ProfessionaL Agent,Contractor,Other) S C T.M. #: 1000 Date C / District NAME- 1�!( J IGA IV /L G/ rlL 0 f _Za L 3O w.me Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information n n Reviewed By - - - - - - -Date_ — Property Address/Location of Construction Work: — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Jd!>Yf/-e 41 , 641- 11 q 7 Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Mali Annex Telephone(631)765-1802 54375 Main Road ,ax6 P.O.Box 1179 rO er.rlGlleYt LgINP31 Ou�tilpl .ny us Southold,INY 11971-0959 BUILDING DEPARTMEW TOWN QF SOUTTHOLD APPLICATION FOR ELECTRICAL INSPECTION � J' REQUESTED BY: ;7�J )I ,(6ml / � Date: Company Name: LA M LLa Name: D %J b vti; U License No.: 3 0 6� , Address: _ >7 �� �f4'� (�c L N • C Phone No.: �/ (-� L O q U(sl JOBSIT'E INFORMATION: (1ndicat required information) *Name: A_LE� I EE�v 12,0 *Address: r �C ^Ul�'1��1 J -�J �G i' L r *Cross Street: A V(•41Nr-r C-14 LA/ /Owe � 97Y, *Phone No.: ! (� O 17 O Permit No.: 2 5 Tax-Map District: 1000 Section: Block: Rot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Ail That Apply) S 1s job ready for inspection: YES NO. Rough In Final *Do-you need a'Temp Certificate: S 1\ Tamp Information(if needed) *Service Size: 1 P 3P s 0 ISO � 300 � 40Q they � *ew Service: Re-conn t nderground Number of Meters Cha � �i�� � Ll I � Additional Informs ' PAYMENTDUE WITH AP TTI 24 2015 L P(CIG DEPT IVii ✓' J'JUII,U U 82-Request for Inspection Form � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 G • �Q Southold,NY 11971-0959 a ®� OnUNT`I,� July 22, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Alexander Perros 19215 Soundview Ave Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) _y Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39485 - Alterations Oct 27 2016 12:18PM STEEPLECHASE 9172620115 page 1 Alexander Perros 19215 Soundview Avenue Southold, NY 11971 FACSIMILE TRANSMITTAL SHEET: TO:SOUTHOLD BUILDING DEPARTMENT ` FAX: 631-765-9502 D RE:Sodder Cert to close out open permit FROM:Alexander Perros DATE: 10/27/16 FAX:917-262-0115 .E9VV—L; TOTAL PAGES: 2 NOTES/COMMENTS Please see attached sodder certificate for Permit Number 39485. 1 need to close out my open permit ASAP so I can refinance my mortgage. Thank you, Alexander Perros rc �ad� D OCT 2 7 2016 BUMDING DEPT. TOWN OF SOUTHOLD y .,'x, . � ,tie.. KkA c*;_. ✓ ,.�'�;, 04 y" W-4------ 'A ---'- j � a ti OINr 'A ;°pyo 51, 14 V PIZ Qjw ��,r&'.�j�'^• � x'°34 kd �''"�. a s �''�°�` a0�''�+•'E�� "��°b4 ^cd .� �+T.: yr }{ r � w ,. _..,•_,,,„,.-..-w+�...�.. "'fin .2� ,. �d'b, :a+mnww:x. P: �Y ✓ ,h•4 g ri Ili .m.� N"^•� k .gyp "� j +�.-� x ,3 `� �`� %F. r , u ur w � r s �w� c k 4 u 5" b � m jQTe 7,fAa Yom,,.. LABOR, SUFFOLK COUNTY DEPT OF LICENSING & CONSUMER AFFAIRS HOME NPROVEMENT CONTRACTOR NAME ANTONE BERKOSKI BUSINESS NAME This certifies at the SUNRISE BUILDERS T INC bearer is truly licensed by the License Number Date issued N aA un f Suffolk x z m� f21 /.88-H EXPIF -n ON DA 06/01 /2016 .:^• TOWN OF SOUTHOLD 04OPERTY RECORD CARD �a E Z OUTI Ma STREET VILLAGE DISTRICT SUB. LOT FORMFR OWNER N E ;, ACREAGE W -- 6TYPE OF BUILDING �' .1�'�� '�.. 111 %.,; .:✓.:�,.A..:l"!� �.�: ��1.�+ ! �/'7�f,�� RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS /y /f�/j ''(/�(/� `" ///¢/yf`�12,�/ c./ / 00, 3� o � /.3 � � ;/.�''� d �--/�,�/� �o -L l � Q- Z►'P i' Skr • �1 �. r%I S�`r �J: C. A- -6 v fl o 00 azo-� �� �� �' rj c� � ✓ � a ��f� � � P � �e 1i�r5�i NEW NORMAL BELOW ABOVE FRONTAGE ON WATE Farm Acre Value Per Acre Value FRONTAGE ON ROAD F r , Tillable 1 BULKHEAD agh 1 Tillable 2 DOCK ' Tillable 3 �✓ ' P ��359 '1l� _ �® rn � �� Flu Woodland Swampland Brushland ' House Plot Tota I 7 -.7 -A 7 CI 4 V vIx SI i A A 71 1 /1 c-'S foundation ath ,Srtension n i Basement Floors tension Ext. Walls interior Finish tension Fire' Place Heat F R,. ; Porch Roof Type Porch Rooms I st Floor 66ie*ay Patio 7 XZ Rooms 2nd Floor 17 -f�riveway or*,,., I,- B. UNAUTHORIZED ALTERATION OR ADD7BEARING DPAIYTI BY RM CHECKED BY JM TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK EDUCATION LAW. DD FU�E AUGUST 2014 ®ng ,s'an COPIES OF THIS SURVEY MAP NOT �/ nro 74\SOUNDVIEW AVENUE THE LAND SURVEYOR'S INKED SEAL OR (/ ® EMBOSSED SEAL SHALL NOT BE CONSIDERED U„� TO BE A VALID TRUE COPY. I/ GUARANTEES INDICATED HEREON SHALL RUN 576.31,00,,E IS ONLYPREPARED, AND ON HIS B ON FOR HOAILFTTO THE HE VEY TITLE COMPANY, GOVERNMENTAL AGENCY AND DEED ?jfLENDING INSTITUTION LISTED HEREON, AND CINE �QQ 93, TO THE ASSIGNEES OF THE LENDING INSTI— TUTION GUARANTEES ARE NOT TRANSFERABLE. Note: ALL SUBSURFACE STRUCTURES; N WATER SUPPLY, SANITARY SYSTEMS, C:> DRAINAGE, DRYWELLS AND UTILITIES, � PSHOWN ARE FROM FIELD OBSERVATIONS P N AND OR DATA OBTAINED FROM OTHERS. 0 0 o - r*i THE EXISTENCE OF RIGHTS OF WAY dilapidated AND/OR EASEMENTS OF RECORD IF _ HWL deck ANY, NOT SHOWN ARE NOT GUARANTEED. deck concrete —� pile o o concrete , a ,;'E per_ Pile Area= 32,633 s.f. �a6d rocks i� (area Inclusive to tie line) top of slope ` metal & frame frame curb dlapidated frame bulkhead at top of slope retaining walls deck Premises known as: 0 8'E 8-2 r� , steps # 19215 Soundview Avenue ddapldated /top of slope --o—oJ shed / stockade deck Certified t o: fence 6.9'W 02'E deck 14'W Alexander Perros and Miriam Rahali planter I Madison Title Agency, LLC Stewart Title Insurance Company 0 7'W'I basement entrance deck �o I 10.9' 36 3' o boy_o fenceo A Qi 19.3' wall :ZE ”o N 2 Story Frame 6 6'0 23 7 wall 1.1 W m ` Residence concrete ' O4 Patio garage 10 7 43 0' bin w1.a1 ll W o Survey ®f Property 0.4'W porch C . columplanter concrete I situate at ns Southold brick wood asphalt 10.8'W walk beck walk driveway i utility .- poleI Town— of.- Southold - - Z stockade ' Suffolk County, Now York C:>O �-fence I stockade P fence Tax Map #1000-51 - 1 - 18 a W / t curb o o Scale 1 "= 40' August 13, 2014 pavement edgeI o GRAPHIC SCALE O 40 0 20 40 80 160 b valve t j 1SW 0.2'E CLF ( IN FEET ) sl N87022'30"W I end �� 33.88' A`/0'3J' 1.2'W 0.Sw 1 inch = 40 ft. 66�2 0 yy ,T cho;�lick fence o — Pavement ed RR t'_ 9e �P% S \` 1gI9p sphalt Pave �� //�y�[ct aV; ma k, Wen CIS 414p, O/ I oI OF LAND SURVEYING s��'BBy9 "?�Aisoo l SUBDIVISIONS TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS ✓" C' '�N r r/VT�\11 L ' LAND PLANNERS ;[14,y� �.� � Mr SITE PLANS ` 0 �^ t- 7 `, �1e fit. JOHN MINTO, L.S. PHONE: (631) 724-4832 7 � / LICENSED PROFESSIONAL LAND SURVEYOR NEW PORK STATE UC. NO. 49866 FAX: (631) 724-5455 �t �y 0 ro J i T� 4g 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 r� I ' � � � I 1 t 1 � i I �, , �� � �. / ' i � ' GENERAL NOTES: DOOR SCHEDULE WINDOW SCHEDULE SYM QTY TYPE SIZE GLASS VENT "U" REMARKS SYM QTY TYPE R.O. SIZE GLASS VENT "U" CATALOG# REMARKS 1. Contractors work is to conform to all local ordinances and NYS Building and WIDTH HEIGHT THICK SQ. FT. SQ. FT. VALUE MFG. BY CATALOG # WIDTH HEIGHT SQ. FT. SQ. FT. VALUE MFG. BY Energy Conservation Code, latest edition(s). EXTERIOR ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS WITH SCREEN, CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS. FIELD MULLED. 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State 1 1 FRENCHWOOD 6' -0" 6' -11" 1-3/4" 22.91 37.21 0.33 A-SERIES FWHOD 60611A MARINE/COASTAL UPGRADE AND IMPACT RESISTANT A 4 PICTURE 4' .8" 5' -0" 17.48 N/A 0.31 A-SERIES APW4850 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS and Local Codes, latest edition(s). HINGED R.O. R.O. MIN. STORMWATCH GLASS COMPLIANT WITH NYS BUILDING CODE. WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER OUTSWING HARDWARE COLOR&FINISH PER OWNER. CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS WITH SCREEN, 3. Contractor to supply and install fire detection devices on all levels as per code and EXTERIOR ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS, MARINE/COASTAL B 2 CASEMENT EXISTING EXISTING 7.11 7.91 0.31 A-SERIES ACW3038 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS carbon monoxide detectors as per Suffolk County Sanitary Code"S760-1021". 2 2 FRENCHWOOD 3'.1" 6' -11" 1-3/4" 11.45 NIA 0.33 A-SERIES FWHOD 31611S UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER FIXED R.O. R.O. MIN. STORMWATCH WITH NYS BUILDING CODE. HARDWARE COLOR&FINISH CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS WITH SCREEN. 4. All connections of water supply lines are to be made with lead free solder as PER OWNER. C 2 DOUBLE HUNG EXISTING EXISTING 8.84 5.03 0.31 A-SERIES ADH3244 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS approved by Suffolk County Department of Health Services with certificate of EXTERIOR ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS WITH SCREEN, WINDOW _ STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER 3 1 FRENCHWOOD T -1" 6' .11" 1-3/4" 11.45 17.93 0.33 A-SERIES FWHOD 31611A MARINE/COASTAL UPGRADE AND IMPACT RESISTANT CLAD PAIR ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS WITH SCREEN, compliance provided upon completion. HINGED R.O. R.O. MIN. STORMWATCH GLASS COMPLIANT WITH NYS BUILDING CODE. D 1 DOUBLE HUNG EXISTING EXISTING 10.25 10.84 0.31 A-SERIES ADH2644-2 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS OUTSWING HARDWARE COLOR& FINISH PER OWNER. WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER 5. All showers and tubs to be equipped with "scald proof fittings. CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS WITH SCREEN, FIELD MULLED E 2 CASEMENT 2' .8" 3' -8" 6.12 6.87 0.31 A-SERIES ACW2838 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS 6. Contractor(s) shall verify all field conditions and dimensions and will be WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER responsible for same. Any discrepancies shall be reported to the Architect NOTE: CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. OBSCURE GLASS WITH SCREEN, immediately. CONTRACTOR IS TO SUPPLY AND INSTALL, AT ALL OPENINGS OF THE BUILDING, SELF F 1 AWNING 2' .0" 2' -0" 1.82 0,75 0.31 A-SERIES AAN2020 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS WINDOW-OBSCURE STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS WITH SCREEN. 7. Contractor(s) will cooperate with all other trades and will complete work in PRODUCTS. INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURERS G 1 DOUBLE HUNG 3' -0" 4' -0" 7.47 4.29 0.31 A-SERIES ADH3040 WHITE LAD, L AL UPGRADE AND IMPACT RESISTANT GLASS accordance with best standards and practices. SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. NEW INTERCONNECTED FIRE DETECTION DEVICE WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER WITH AUDIBLE ALARM INSTALLED AS PER CODE CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS WITH SCREEN. 8. All dimensions are nominal and take precedence over scale. All abbreviations are H 1 DOUBLE HUNG 3' -2" 4' -4" 8.84 5.03 0.31 A-SERIES ADH3244 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS standard. WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER NOTE: CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P. GLASS WITH SCREEN. 9. All items of work on the drawings are new, unless otherwise noted. CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL. J 1 DOUBLE HUNG 2' -4" 3' -0" 3.66 2.23 0.31 A-SERIES ADH2430 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER 10. Proprietary names identifying items of work are used solely to prescribe standards CLAD ANDERSEN WHITE CLAD, LOW-E4 H.P.GLASS. FIELD MULLED. of construction. Items of equal quality may be submitted to the Architect for K 3 PICTURE 4' .0" 4' -0" 11.22 N/A 0.31 A-SERIES APW4040 MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS consideration unless noted otherwise. A WINDOW STORMWATCH COMPLIANT WITH NYS BUILDING CODE. FINISH PER OWNER 5-Z 11. All wood frame construction shall conform to the American Forest & Paper NOTE: _ INTERIOR WALLS OF ALL BEDROOMS, SATH AND POWDER ROOMS SHALL RECEIVE 3-112" Association "WOOD FRAME CONSTRUCTION MANUAL" HIGH WIND, latest UNFACED SOUND DEADENING INSULATION., NOTE: edition. PROVIDE MULTIPLE PLY FLOOR JOISTS(FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR 12. All high wind resistant structural metal connections shown on the drawings, or ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD required by code from the roof t0 the foundation are to be manufactured by CONDITIONS. "SIMPSON Strong-Tie" and be "Z-Max" coated. Connectors which are near, on or + 4below grade must be fabricated of type 316 stainless steel. 13. All wood framing members shall have an allowable extreme fiber stress equal to or NOTE:O greater than structural grade Douglas Fir:EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. Fb=875 psi Fv=95 psi E= 1,600,000 psi O t`Z CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY 1 ® I I A "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS 14. All treated wood framing members shall have an allowable extreme fiber stress SPECIFICATIONS. equal to or greater than structural grade Southern Yellow Pine: �Q u /S- e✓ � Ll"k.,L__ -+ Fb=875 psi Fv= 85 psi E= 1,400,000 psi _kK 15. All "Microlam" and/or "Parallam" headers and girders are to be designed and _ ) X manufactured by !LEVEL by WEYERHAEUSER. Installation must be in accordance _ I with manufacturer's specifications.,No substitutions will be allowed and if made will be replaced at contractor's own expensel 16. Contractor(s) islare to follow all manufacturers' instructions, shop drawings, as )01 16. 1=x r4 will as installation manuals when installing any prefabricated item(s). �1 _ 3 3- D R I�• 17. Floor joists in bathroom areas below tubs are to be doubled. O 1 I O I 1 Q I Q I 18. Floor joists below all bearing and parallel partitions are to be doubled unless ' I i otherwise noted on the drawings. V - 19. Double all headers and/or trimmers around all floor and roof openings. 4 0� �}" 20. Provide solid blocking or blockiing panels on all joist spans in excess of 8'- 0", Unless noted otherwise on drawings.. 21. All headers and girders are to bear on a minimum of 2- 2x4 or 2- 2x6 jack studs with double floor joists or solid blocking below, unless noted otherwise on o m t drawings.' o 22. Provide 518" fire code gypsum board on ceiling of mechanical equipment area of 2 d the basement as well 9s on ceilings and walls of garage area as required by Code. �i (�I A�ESS , YOB AYt r; yp 5-7- 24 \� I 23. Provide '/z" moisture resistant gypsum board on walls and ceilings of bathrooms and laundry rooms. Provide '/2"' "WONDERBOARD" or "DURAROCK" on all walls V \ � � _ of tub and shower areas. 24. All firestopping shall be of an approved non-combustible material and installed in U t' 4r _ _ r z -a 4 -o accordance with all applicable codes. 25. Any new exterior wall insulation shall be (R-21) minimum Kraft-faced batts with vapor barrier facing warm side of building. Any new Ceiling/Roof insulation shall be (R-38) Kraft-faced batts with vapor barrier facing warm side of building. to _� 4 Basement ceiling insulation shall be (R-21) Kraft-faced batts with vapor barrier / I * 'm O = N U facing warn side of building. Interior walls of all bedrooms, baths and powder _ rooms shall receive 3-1/2" unfaced sound deadening insulation. p 26. Contractor to provide one layer of building paper between sub and finish floors or underlayment,with all joints staggered and properly secured. 27. All windows and doors to be insulated, "Low-E 411, high performance, impact resistant glass, with screens and operating hardware. Coastal Upgrade and r, hardware suitable for a marine climate is to be used on all windows and doors. z Contractor is to confirm operation, style, finish, color and manufacturer with F � "/4" Owner prior to placing order. 3�foa 28. All windows and exterior doors to have aluminum, vinyl or pvc drip caps and flashing and self adhering surround flashing as manufactured by Grace or equal. l7-Z" O 29. All door hardware, butts and doorstops to be solid brass. Entry, lock & latchsets are to be Emtek, Baldwin or approved equal. Style and finish as directed by " Owner. E 30. All cabinetry, counters, shelving and casework to be given an allowance with style '4' 3-Z X 1 ST 4 ��`�"4 and finish as selected by Owner and be included in base bid. Installation to be in o. accordance with the drawings and specifications or as directed by the Owner. A � -2 31. Contractor t0 supply and install prefabricated closet systems at all closets. Layout as directed by Owner. 32. Contractor to supply and install all interior and exterior trims as called for on the NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED; MUST BE drawings &specifications or as otherwise directed by the Architect or Owner. SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL; PIER OR STEEL COLUMN IN BASEMENT AN D/OR CRAWL SPACE AREAS. 33. Contractor to supply and install all mirrors, medicine cabinets, shower t..] E.G-'F� Ga--t;-, t cze. -1CZ_1A_ enclosures/doors and bath/powder room accessories as shown on the drawings or as directed by the Architect or Owner. L �-� �' Go 1� -�'+E,�T"O ���.L_i�--tom/� f�>✓� Gpt��i 34. All trades will clean up after thernselves daily, removing any debris caused by their trade, both within the building and around the site,to a refuse container provided. GENERAL PROJECT DATA 35. Contractor is to clean all door and window glass, as well as leave all floors, walls Nature of the Work BuildingUse Occupancy Classification BuildingHeight Fire Area Construction Type Design Criteria and ceilings free of debris immediately prior to final completion. N _ Alterations Single Family Residence R -3 +1-28 feet 1950 sq.ft. V-b AF&PA WCFM 1995 existing Hi h Wind Edition 36. Any reference to "as per Owner" or "as directed by Owner" refers to Alex Perros. TITLE' A LEGEND -=- GARRETt' A. STRAND EXISTING WORK -- - --- - ��`' itis Sj. _ �. fr,,, .;I\ LocaTloN TO BE REMOVED architectBUILDING PLANNING DESIGN CRITERIA -' wuT.T=3 ::L.._Q,_ :: C1� -:.._�fjilt EXISTING WORK f SCALE �_W REVISED DRAWIN' Design Loads Design Loads Ground Wind Seismic Subject to Damage From Winter Design Ice Shield Flood -• /� ,�.;w' j 1230 Traveler Street, P.O.Box 1412 - Tem Underla ment Hazards TO REMAIN :.° -:r :fiy. ;a f DATE ' Z 30 - i4 Dead Live Snow Design P Y f Roof Attic Floor Floor Roof Attic Floor Floor Load Speed Exposure Category Weathering Frost Line Termite Decay �' '=- > Southold, New York 11971 _ ,`� / ph. 631 - 765 - 5455, N. 631 - 765 - 5490 DRAWN BY sf __Es 2 sf 1 sf sf sf 2 sf 1 sf m h De th NEW WORK TO c1���F^ 10 10 10 1 15 20 30 35 40 20 sf 120 C B Severe 3'-0' Moderate Slight/Moderate 11 Degrees Required Ix BE INSTALLED E v;`rd�;./� architect@quixnet.net PROJECT NO. A 5-Z -d.. E f . I I I ,r _ I iV---C-_7 L-d�v I � li II II I , I A NEW INTERCONNECTED FIRE DETECTION DEWCE WITH AUDIBLE ALARM INSTALLED AS PER COIDE S-Z N L� 626�2 IF, A L,-� NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE. ® SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. O - 1 f4 i L:-t?-.G O V•-A �-..� �,C.-sIE-r t,;7 II c- p c-., VIA.. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL TITLE -r LEGEND CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. w�`c�1tij ° Asry'T GAR R ETT A. STRAW G Fl- x I NOTE: CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY _ CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS EXISTING WORK --- � F s R, 'c �oc�Tl©N WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. SPECIFICATIONS. TO BE REMOVED -----•- a ;�, \ __ architect 1417- 1 -S amour-� �V �.� �.v �... . ,�_-• ' SCALEAh �0,- AtEYI3Eb DRAW EXISTING WORK -- ' — �t�_<�:' �,��r 1230 Traveler Street, P.0.13ox 1412 NOTE: TO REMAIN DATE • CONTRACTOR IS TO SUPPLY AND IfN&Tf1LL;AT-ALL OPEN#NGS-OF-TifE-BUILDItVG; SELF NOTE: Southold, New York 11971 � .- ADHERED WINDOW AND DOOR FLASHINGS AS MANUFACTURED BY GRACE CONSTRUCTION PROVIDE MULTIPLE PLY FLOOR JOISTS-(FLUSH GIRDERS)BELOW POINT LOADS FROM FLOOR 015?_41 ABOVE AS SHOWN ON THE DRAWINGS ANDIOR AS OTHERWISW REQUIRED BY FIELD NEW WORKED \T4rE °� ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 bR�►wN BY A.S PRODUCTS. INSTALLATION IS TO BE IN.A000RDANCE WITH MANUFACTURERS E INSTA L --' SPECIFICATIONS, DETAILS AND RECOMMENDED PRACTICES. CONDITIONS. architect@quixnet.net PROJECT NO. I �;meq, I FOUNDATION NOTES NOTE: PROVIDE MULTIPLE PLY FLOOR JOISTS (FLUSH GIRDERS) BELOW POINT LOADS FROM FLOOR _ ABOVE AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQUIRED BY FIELD �w •}?:�� 1. All footings shall bear upon undisturbed soil having an assumed bearing capacity of CONDITIONS. GJtI_ U 4,000 p.s.f. Bearing capacity of soil is to be verified by the contractor prior to placement of footings. . tJ F.j\V 'i".�"'rG F-•t �X l 5`f 1 r•->L 4 2. The Contractor is to verify all field conditions prior to beginning of construction and is I t-1 ��.-,�� -" S►-�� G_uT to report any and all discrepancies to the Architect immediately. A F'T�Sz_ Gat�u/n N ! ��� �►�-��/ 3. All construction must comply with all national,state and local codes, latest editions. NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE 16 SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION - - 'ti` ••�' ':r 4. All concrete construction must conform to the American Concrete Institute's WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI -318, latest N edition. O.'Tt 5. All masonry work shall conform with"NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" latest edition. H t;--r;7' u L..V___ 6. The ultimate compressive strength of concrete at 28 days will be: Foundation &Footings - 3,000 p.s.i. Floors & Slabs - 2,500 p.s.i. 7. All new basement footings will have expansion and control joints between footing and existing concrete slab. 8. All new Lally columns must be anchored-to new footings and existing girder above. A 5-Z LL F-t f�tz-- .�► J W 8.. x t/4,. � s 4 f . D t-4 125 rc 1 " X. 1 3 I_J x Ql rA - g--; I---�- L- -I - -t I,- Sri e,- \v/ 21 12. LA 3/^f -f'$' I S"X I Z Z 3 1' T. F J, U 4 I _ �r�t� TSE-T�t L.- 'suns �t_cvr� - At-t GHr7t�E.P 1- S- I I As A 5_Z . q � TITLE \\ RF Ale T\ �Al A . R GARRETT A. STRANG V_J G� 1,7 1;,� s11;7 E:E_ 11-44�-.- LOCATION ,,, .fi► architect 1� z� so ut..�17�/I 5 n t..) --r �-i CP t.-tPp, N 6-.w ©Tr--1�-- t I { SCALE REVISED DRAWING NO. rP.0.6ox 1412 '. � q`�•,.:,�,��� 1230 Traveler Street, SoutholdDATE , New York 11971 015'+� N -- - ...._... `Pr^rF of r E;llj ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY, - I architect@quixnet.net I PROJECT NO. 3 .5 NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. S i/n s•d t--� CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY V-4 a lz--r t-t u Y "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE 1MTH MANUFACTURERS F"�- v 1-4 G I e!_ t�t� F -F SPECIFICATIONS. ►-+ t-t NOTE: H t=_ PROVIDE MULTIPLE PLY FLOOR JOIST$ (FLUSH-GIRDERS) BELOW POINT LOADS FROM FLOOR ABOVE AS SHOWN ON THE DRAWINGS ANDIOR ASS OTHERWISW REQUIRED BY FIELD CONDITIONS. . 1��-\� 1/z�•EYP. ' - TY nt 7 Cyt N d r�.-r' 1-(- 5� L-1--r-t--� s P k.L_. 'Pt•t//`/s- G.�C. - fit_ U S t-i c lz v iz- _ ilt� - NOTE:,,ALL POSTS..SHOWN-ON-T E-MAWINGS-•O(3-Q-THERWISI -REQUIRED;MUST BE ` ' TtE- �vl f g �5 -:173 c-�'/z X l�`r I F-A Gtr -- t It x._. a.. 1 I1 V4 SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION T(_D 4 � 'P�.Rh•.t_t_,e./� t-1 -v 0 y XL�- 'V m_; F L° 4 11�-t��►tr WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. ------ -r K t✓ 4b:VE. 'I�o v t5( L. - - _ . . 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I _ .._._.� _'� ("� .�:E�!'S'�.,.��*pi✓ ------ V b I - X � � � � �I Z x G.G.rl . Y o , , Pg T,- ., .1-�X( �Y.Le-•�Ge•:.- _ ___----------------- ry N 211, ;i rt c7 t� ht!te e- �G� N° NI tai_Y, IST- G° J - 2-Z,491 WptZ Z-1K8 NPS• z-LXS HPC l/l t t--t, /ti t�-••-1 . /i\t ti••t. Y o �=-C=- //�-� ► h-a . •� yc, t �--t-t �--t 4-- G�t t__, t h-.i 4 .]� t S-'1'"'` _ . 1 f-a�"C" l�t�tiY t d i-t c�F G \ tzbE -tom �YsY�//A. A v` I Cl LJ I') s II { _T` U �i U T!�' /,6\ L,,.-- S- 1 /4 a I '- <.'7'0. TITLE • .r� F GARRETT A. STRANG LOCATION { architect SCALE REVISED 1230 Traveler Street, P.O.Sox 1412 � Z-�P- Oi5244/ DAT _ Southold, New York 11971 _ - a- - �. � --�p ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY architect@quixnet.net PROJECT NO. CONNECTOR SCHEDULE NOTE: r V4- EVERY N A.t,.l,���.::- ---_ __- 3%-" 9 Il4- 7',ti R-�t..:�=:�!✓�... EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL LOCATION MANUFACTURER/ MODEL# MATERIAL/FINISH 3 �z 9 �+ CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. PRODUCT , CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY RAFTER TO TOP SIMPSON STRONG-TIE 18 GA METAL HURRICANE TIE WITH "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS PLATE TO STUD H 2A FASTENERS PER MANUFACTURERS ` SPECIFICATIONS. SPECIFICATIONS. Z-MAX COATED ' RAFTER TO SIMPSON STRONG-TIE 18 GA METAL HURRICANE TIE WITH TOP PLATE H 10A FASTENERS PER MANUFACTURERS , • ' - SPECIFICATIONS. Z-MAX COATED t TOP PLATE SIMPSON STRONG-TIE 18 GA METAL HURRICANE TIE WITH 3 ;'` NOTE: PROVIDE MULTIPLE PLY FLOOR JOISTS FLUSH GIRDERS)BELOW P01NT LOADS FROM FLOOR H 8 FASTENERS PER MANUFACTURERS t , F 41rz. 4 { TO STUD 51"//LP�. h-E 1-t't'-T'4 1„`�� r.t.h.i� _ .... ABOV RSD BY FIELD SPECIFICATIONS. Z-MAX COATED "'��' �'1 O tJ `C't� \V I S #r��/�/a.cz�{ "��.1-�'st a �"� E:,AS SHOWN ON THE DRAWINGS AND/OR AS OTHERWISW REQU1„ .� �p t0 x 1 la 5Y 0f>N44 v 0-1s-/G CONDITIONS. FLUSH GIRDER TO SIMPSON STRONG-TIE HTC4 18 GA METAL HEAVY TRUSS CLIPS -- S-� ,�• G��� -�-E{��p�p y� G, t �p __._..� _..., �.. ,;. TOP PLATE 1 EACH WITH 10d GALV. FASTENERS PER MFG. WALL SIDE SPECIFICATIONS. Z-MAX COATED �>ar� NUT � FLUSH GIRDER TO SIMPSON STRONG-TIE HUCQ410-SDS 14 GA METAL FACE MOUNT HANGER FLUSH GIRDER MID & HTT4 AND IIGA METAL TENSION TIE WITH NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SPAN TENSION TIE SDS FASTNERS PER MFG.SPECS.Z- SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION MAX COATED.- WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. GUSSET PLATE AT SIMPSON STRONG-TIE 20 GA METAL TIE PLATE WITH MANUFACTURERS - TP411 FASTENERS PER MAU ANGLE BRACE A"3 FROM COLLAR TIE SPECIFICATIONS. Z-MAX COATED S-Z S-n Z- 2 x ' Z- 2_x LA 4 . � 17� V 1° N o �� „� V z X $ Ile- - 1-X 15 ►' 7 .. d- Irlt ma 1_10N.-ii` -Iz-1pc4 1-t c f-4 U U s. ` > f +1-0 (fx ( !5—r I t4e�r T!-!,, Z} r--x1 'STtN4 � lsT1e-1�, / S-Z c7" TITLE T � � 7L� TO %"°`it/ GAR REIT A. STRAN G �. x 1 -r 1 w e, I?, � STR� Y C LOCATION i q Z 15 �©U l--1.9 architect Wrt�n� SCALE REM E , 123U Traveler Street, P.O.Box 1412 12�-�.�-I�- : 1 h�u GATE - Southold, New York 11971 -- -- I Z= 015244 -k ph. 631 - 765 - 5455, fx. 631 - 765 - 5490 DRAWN BY �-rF architect@quixnet.net PROJECT NO. 14 :0♦