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HomeMy WebLinkAbout41753-Z �pp�gtlFFOI� Town of Southold 10/4/2018 g P.O.Box 1179 co & 53095 Main Rd �4,� p4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39942 Date: 10/4/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1670 Stars Rd., East Marion SCTM#: 473889 Sec/Block/Lot: 22.4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2017 pursuant to which Building Permit No. 41753 dated 6/21/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory one car garage as applied for. The certificate is issued to Fernandes,Anthony&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41753 9/17/2018 PLUMBERS CERTIFICATION DATED At ed Signature TOWN OF SOUTHOLD NO 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#: 41753 Date: 6/21/2017 Permission is hereby granted to: Schroeder, William 7966 E Phillips Cir Centennial, CO 80112 To: construct accessory garage as applied for. At premises located at: 1670 Stars Rd., East Marion SCTM # 473889 Sec/Block/Lot# 22.-4-16 Pursuant to application dated 5/25/2017 and approved by the Building Inspector. To expire on 12/21/2018. Fees: ACCESSORY $253.60 CO -ACCESSORY BUILDING $50.00 Total: $303.60 B ' di WInspector 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. �z�� New Construction: Old or Pre-existing Building: (check one) Location of Property: /6 7z9 S�;KK? ' R-f 4� -E'Arr /fir IL-7 /l j o�� House No. Street Hamlet Owner or Owners of Property: 01Vy ��/2/''✓Q���S Suffolk County Tax Map No 1000, Section 11) Block Lot Subdivision.%04��06/',?6 `P pva-OAS Filed Map. Lot: Permit No. —l.1'-7,5?) Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: " Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 .c�ly� � �o roger.richert(cD_town.southold.ny.us DUNTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fernandes Address: 1670 Stars Rd City: East Marion St- New York Zip: 11939 Budding Permit#. 41753 Section: 22 Block 4 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: owner DBA: License No- SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only 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 5 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches 3 Twist Lock Exit Fixtures 11 TVSS Other Equipment "DETACHED GARAGE" !-GFCI circuit breaker Notes: Inspector Signature: Date: September 17 2018 81-Cert Electrical Compliance Form.xls IF IIIIII �O- C$o�jGOI� 7 �y00UNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ f/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J�FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [—]—ELECTRICAL (ROUGH) [ ] ELECTRICAL ( NAL) REMARKS: 1% 0� � �n.�MCi Ql . I�►� �bc�o� o off+ i v� _62i DATE &" INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL fe-e-, 16 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t _ Qi l f� DATE INSPECTOR SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 l � INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: �- 1 Coe( ice-- Ger (� DATE Z 1 INSPECTOR�� OF SO�j�o� # # TOWN OF SOUTHOLD BUILDING DEPT. '^ourm,��'' 765-1802 INSPECTION • [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /7 l ` INSPECTORS HUM • • " t ht 1 !: STATE BNEROY C'CQB --- NO _ 1 .(7,�,11j�'�/�1�x:'11�'A►�I}" � �... /���']`IJ„ � \ n • �� ,�.�.. ,E%%.,mai ►, , ��'. � //rr .� - ■�tsi�lid;iu�L�.°�iZ7 ''� `���� I:!'ii G � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follow- g,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board a ,proval�t/d FAX: (631) 765-9502 2 Survey � SoutholdlTown.NorthFork.net PERMIT NO. v Check Septic Form N.Y.S.I).E.C. Trustees /A -C.O.Application Flood Permit 'i Examined 204 nSingle&Separate QI} gontact:Storm-Water Assessment Form 2 5 201 ,n j" Approved ,20_0 AY Mail to: Disapproved a/c � �o�•��,����T�� BiTILI)ING DEFT- 7OLID Phone:-/A�"s- 1 <, Expiration ,20 4�o Buils 11� ctor - ktL .rnrn� 0-\ FOR BUILDING PERMIT �,�APPLICATION INSTRUCTIONS Date '� � , 20 / 7 .n A " � prN 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 Inshectof will issue a Building P'ermit,to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied br used in whole or in part for any purpose what-so ever until the Building Inspector issues a Certificate of Occupancy. 1 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 Southpld;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 appficant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, gent rchitect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesNs', �r�!� �/u/�.v��s' (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 /,®.0 Plumbers License No. SE l-1 Electricians License No. gg11�,2uRE/1-'ro,oVE Flyg' Other Trade's License No. S/�rr��.;i 4('2,1 s aUL,011 ' T'?Y L'ddatio_n,of,`larid,oii'which`proposed work will be done: 0.:1-Ious7 e:N-,umber?;;;)f„"tr l,',;u Street Hamlet County Tax Map No. 1000 Section Block % Lot �� Subdivision 14.9',b ,©f= . oap.,beAesj'i©o,4!�S6cj/BrJ Filed Map No. SJZl-S Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed 'construction: a. Existing use,and occupancy A 4AIb b. Intended use and occupancy r 3. Nature of work(check which applicable):New BuildingAddition Alteration Repair �` Removal' Demolition Other Work 40,d/ 4. Est �'` p�, (Description) Estimated Cost 7 70- GSD 1 ;Feet E` �' (To be paid ori'filing this application) 5. If dwelling, number of dwelling units'..'-- : Number of dwellingtunits 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,:lFront Rear Depth Height Numberiof Stories Dimensions of same structure with alterations or-additions: Front Rear Depth '� Height Number of Stories 8. Dimensions of entire ew construction: Fgont R=6r l'211 Depth 99"OtO 6c9 rrrll Height /� y '! Number of Stories o 77'y N ,7-A 9. Size of lot: Front_ 10 Rear 402", Depth 1 . Date of Purchase �zvl 7 1\fa'.me.ofFormer"Owner ' 1 . Zone or use district in which premises arq'situated I... Does proposed construction violate any,'zonirig low, oxdinpce•orregulation?YES i NO,y I". Will lot be re-graded? YES .NO , .Will'excess fill,be removed fromremises?YES4 NO �v,QT fdte4- I, ON ^y. 114e.01 . Names of Owner of,premises 4, .e-419`00,66t ,.• Address R/. ,,� O /dol/W-,) A-A Phone,•No.S/wl fW 7 s7®2- Name of Architect Address� !°f0��yphone IN-qjI'�e�as'�-•��},� Name of Contractor �' C EfiRi°�iY?y!� f' ,�Ad'dres§&LlloA/f'r�. r�� "Phone f1�Io;. ln3/ 5 r;�� 1 a. Is this property within 100 feet df a tidal Wetla4d`or•a fxe' iwatbr wetland? *YES i NO' IF YES, SOUTHOLD',TOWNTRUSTEES40.E'.C.'PE ' TSMA,Y`BEREQUIRED., b. Is this property within 300 feet of a tidal wetaid? * YES, NO . IF YES, D.E.C. PERMITS MAY BE REQUIRED-. i 1 . Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 . If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 1 . Are there any covenants and restrictions v ith respect to this property? * YES NO_25 IF YES, PROVIDE A COPY. S ATE OF NEW YORK) SS: COUNTY OF �' Jif being duly: sword, deposes and says that(s)he is the applicant (Name of individual signing contract) above pa em d, (S)He is the Q,)ne-A (Contractor,Ageilt, Corporate Officer, etc.) of said owner or owners, and is duly authorized td perform or have performed the said work and to make and file,this application; th t all statements contained in this application are true,to the best of his.knowledge and belief; and that the work,will be p rformed in the manner set forth in the application filed therewith. T'RACEY L.IDWYER NOTARY PUBLIC,STATE OF NEW YORK S orn to before me this N,0.01DW6306900 li QUALIFIED SUFFOLK COUNTY — day of 20 I / CO MISS EXPIRES JUNE 30,S2LG &LA Notary Publico Signature of Applicant FQ i Scott A_ Russell Ap, F, ST01R hM[WA�T)ER SUPERVISOR � % 1V�[,A\,N.A\,G IEh\4UEN T SOUTHOLD TOWN HALL-P_O_Box 1179 p 53095 Main Road-SOI=OLD,NEW YORK 11971 Town of,SO u th o l d IMAY 3• 10 201? CHAPTER 23 6 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) - Yes No (CMCX ALL THAT APPLM A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]E` B. Excavation or filling involving more than 200 cubic yards of material withil! any parcel or any contiguous area. El C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [�] E_ Site preparation within the one-hundred-year floodplain as depicted on-.FIRM Map of any watercourse- F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious 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 Departmirnt_wittLyour Building Permit Application. APPUCAN?_ (Property Owner,Design Professional gen Contractor,Other) S.C_T M_ #: OOO Date District NAME section Block L J `FOrR BUL►DING DE;PAF?TN:IE=N"I- 1, L: 0 ,L Y Contact Information: ] Reviewed By: Date_ Property Address / Location of Construct ton Work: — — — — — — — — — — — — — — — — — Al _1� ��/ �W_ l Approved for processing Building Permit Stormwater Management Control Plan Not Required. Stcrrt�:vater Manager,�e;�; ..�t;;rcl :�,.�y.,,,e., (Forward to Engineering Departmeni for Review) FORM ' SMCP - TOS MAY 201-1 APPLICANT. S.C.T.M.#: 1000 S„� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — �,0 �f p,�� e1 t _ STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST 10 NAME: ylI ILL.IA A S G&pV412. section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Please Nim �Sg 532 Date: _g * The applicant must provide a Complete Explanation and/or Reason for not providing (p �g 7 ���t�D all Information that has been Required by the following Checklisti signature Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO If You answered No or NA to any Item, Please Provide Justification Here show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries ®�0 b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 0 L e. Limits of Clearing & Area of Proposed Land Disturbance. 0 0 f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. G BIP' 1. Location of proposed Swimming Pool and discharge ring. TOWN OF SQ J. Location of proposed Soil Stockpile Area(s). ©0= k. Location of proposed Construction Entrance/Staging Area W. 0®0 1. Location of proposed concrete washout area(s). 0 Lue® M. Location of all proposed erosion&sediment control measures* 0® L a 19 D 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate GRAVSL DEW40AV SUR FACC '55 , 160 S on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance&Site Access. 0 0NoT V Lo p c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 6j_ V t®6J d. Leaching Structures (e. .infiltration basins,swales,etc.) 14o-r d V&0 6P ****FOR ENGINEERING P RTM T E ONLY**** Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: & 3 /'] SMCP has been approved by the Engineering Department. FORM ' SWCP Check List-TOS MAY 2014 Su ILDING DEPARTMENT- Electrical Inspector �v �O 201R TOWN OF SOUTHOLD Mown Hall Annex - 54375 Main Road - PO Box 1179 a • �, Southold, New York 11971-0959 %Igphone (631) 765-1802 - FAX (631) 765-9502 s� roger.rich ertatown.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION -EQUESTED BY: Date: - Company Name: Name: License No.: _� email: Address: ,S N�� 0� /Zdl-o Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: X Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: Block: D Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NO Rough In oinal Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals ��� 1 U , 1 , SURVEY OF PROPERTY a t EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y., 1000-22-04-16 (eej 7AGGARINO -� SCALE.- 1-9=40-1 01-03-2017 - 1 JANUARY 3, 2017 JANUARY' 26, 2017 (REVISIONS) - _ FEBRUARY 22, 2017 (CER TIFI CA TION) �.+ MARCH 21, 2017 (REVISIONS) r MARCH 29, 2017 (CERTIFICATION ADDED) RAIN RUNOFF CONTAINMENT LOT 3 ��OV'I A R �WEL��NO 1 IV ,II�'1� C� SA�S ®� HOUSE = 1851 sq.ft. � � L GARAGE = 384 sq.ft. POOL HOUSE = 432 sq.ft. S I ® o S " T�``e �UGrIb 2631 sq.ft. Au, �OY� J 2631 x 1 x 0.17 = 447 cu.ft. - -�- , W sT f'W MOUS DRIVEWAY = 2760 sq.ft. P� -o 1 T� - 1 t4 TD ;o. '760 k 0.8 x 0.17 = 375 cu.ft. ` CARO L OF STORMId/ATER MANAGEMENT% L PLAN T n Cod a r 236 892/42.2 = 19.5 V.F. A(ANT 1 Date- 13 --� V 1 LOT 12 (AEA E�'r1 Approved by: OWDE (4) DRYWELLS 80 x6' DEEP R5I DRAINAGE I CT101bS ARE REQUIRED Contact TOS En Nckfill, OR Pr 0 alio S x PROPOSED � �,,=� .�1 �� Provide Engineer's neeg at 765-156 re LOT COVERAGE � x p2 0� f SQ r s Certification —_ o ax 1,,�� 3� Fyso. that the drainage has been installed to Code. HOUSE = 1215 „E �.1"� GARAGE = 384 i"� `; �7a(•Q2 _ �= �EPi \J NC,X F ACCESSORY = 432 \moo,; oP J � LOT 11 (P- 1 WN OF DOOL HOUSE = 576 p P�� -- z L'' O p O 2607 { _ PROPp5Ee71 '__ - s�o l� � AR� rn 5 2607/20032 =• 13% V• , u/GLEGTR/Q GLEA +' FKOP05 ----E—:c o�T 400, EROSION&SEDIMENT CONTROLS lyV� � / wo Poor 'Shall include but not be limited to: 1 � A well maintained Construction Entrance, 13.3 13.3 4 w Wire Backed Silt Fencing,stabilization & v: � :o o Poop O Seeding of exposed and/or inactive soil ?ROPOSED SF-PRC SYSTEM T ® � °o l _ s. V ALPN '�1 `� E►-��-�.� 1 j�l�%� 14n� Y��mn'' -a 3 BEDROOM HOUSE K1774) ' � �� so --"" 'ate ' o a.-�►� . POOLHOUSE BA THROOM) CAST 1000 GALLON SEPTIC TANK 5741FF p(HALLO TANK' !- �a �POSEO U/G PKOPA P L W _! �r DRIVE VAGAO/ i N/ iT HOLE ,DATA WILL SGHRO�pER 7NGEOSCIENCE 1 -'/2016 BROWN LOAM OL BROWN SILTY SAND SM GW 1 VP/O F IST 2 FREE SC, 01- UNIO 10 BROWN FINE TO COARSE SAND SW V AGAN'f '' LST EP RD ' OF 1 1 i; ELL�N� \IN REAR Y 1 i ®17' �wral- NOTE.• NO WATER ENCOUNTERED 1 i- - i CLEAN OUT DETAIL co OR USE W77-1 BUILDING EXTENSION/CONNECRON , SFS"- OR OTHER STOPPER END ABL COVER OR PLUG GEKTIFIED TO- = OLD KEPU6LIG NATIONAL TITLE IN5UKANGE COMPANY - -- FIK5T METROPOLITAN Af55TKACT GOKP-TITLE NO. A31252-5-1847 - ANTHONY GILKOY FEKNANDE5 JENNIFEK AN SEWER PIPE vii GIT ZEN5 15ANKN.A. I5AOA, AT I MA rn 30' ELBOW 47v �IL NOT TO SCALE\-60'-WYE )NS ARE REFERENCED TO NA VD 88 Won of of public water, wells and cesspools shown hereon rn field observations and or from data obtained,from MIL%AR WITH THE STANDARDS FOR APPROVAL AND JCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR rAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET KEY AREA 0 20,032 SO. FT. 'HEREIN AND ON THE PERMIT TO CONSTRUCT. ® , �� = WELL %�! 4G '`'j 7ERA710N OR ADD/710N TO 7NlS SURVEY IS A VIOLATION OF ® = PIPE � S. LIC. NO. 49618 ' 72090F 77-IE NEW YORK-STATE EDUCA77ON LAW. EXCEPT AS . ._... .. .__._ LOT NUMBERS REFER TO 'MAP OF SOUNDCREST WOODS SECTION ONE" P � _ MORS, -P.C.__ SURVEY OF PROPERTY at EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, MY , 1000-22-04-16 ik _ SCALE: 10-40' YAGGARINO 01-03-201 _ - 1 JANUARY 3, 2017 JANUARY 26, 2017 (REVISIONS) _r 1 FEBRUAR Y 22, 2017 (CER TIFI CA TION) Cx ` MARCH 21, 2017 (REVISIONS) 1 MARCH 29, 2017 (CERTIFICATION ADDED) wEu- 1 RAIN RUNOFF CONTAINMENT LOT 13 HOUSE = 1851 sq.ft. GARAGE = 384 sq.ft. 1 POOL HOUSE = 432 sq.ft. _ J f 1 2631 sq.ft. 2631 x 1 x 0.17 = 447 cu.ft. -� 1 PERVIOUS DRIVEWAY = 2760 sq.ft. P' o :o• 12760 x 0.8 x 0.17 = 375 cu.ft. , 822/42.2 = 19.5 V.F V AGANT 1 L T 12 O of , ( AREA PROVIDE (4) DR YWELLS 80 x 6' DEEPwvSEP f�L 1 11 -�- � pWelPfA � � 1 � 1 1 PROPOSED 1, ' LOT COVERAGE °kx HOUSE = 1215 � _-- -- - ••' .ax �, a; 3�_ .� �s� °tk2,'��,Ea 'P VALA GARAGE = 384 ��� ' W, 6/ �" LOT 11 gyp_ NIDI N OF ACCESSORY = 432 Pim Np' �oQ.�� R-1 z 1 W POOL HOUSE = 576 _ �' UT OLp O '- N 2607 Z , 26 PROP 6' �k0� mm-,'`ST_ 1nREAR� rn G L a5 2607/20032 = 13% �• - u� cTk 4 -$ ---GRop LEAr�s�"o' fool- `` E o v1 T® -Ota �L 3b• o. PROPOSED SEPTIC SYSTEM VALANT E� ��° — (3 BEDROOM HOUSE WITH) (POOLHOUSE BA THROOM) O vi o; o — -Cyci -PRECAST 1000 GALLON SEPTIC TANK ►b ; '0- -8* -8• LEACHING POOLS 12' DEEP b LO "P �jy�P�'. r gE� I e PRoPO Surrt-Y WITH 3' SAND COLLAR 3' MIN. ABOVE 50 P P p O" UIC DRIVE MCDONALD GEOSCIENCE �"' OEp�Ic »/22/2016 5LHR BROWN LOAM OL BROWN SILTY SAND SM --- 4• u� I VALANT ',• � N/O/FNOOI, p1ST 2 BROWN FINE TO COARSE SAND SW ' UNION FREE SG NT V ALA LOT @ Z AREA OF SEP-f IC, I pWELLIN� ,• SIN REAR 17' ® ' NOTE: NO WATER ENCOUNTERED CLEAN OUT DETAIL CW FOR USE W/TH BUILDING EXTENSION/CONNECTION �r 1 SLATE OR OTHER STOPPER END 1 SUITABL COVER OR PLUG CERTIFIED T - O OLD REPUDLIG NATIONAL TITLE IN5URANGE COMPANY _ F IK5T METROPOLITAN AU5TKAGT CORP-T I TLE NO. A3125,2-5-1647 SEWER PIPE—y ANTHONY GILROY FERNANDE5 JENNIFER FERNANDE5 GITIZEN5 DANK, N.A. 15AOA, ATIMA 30' ELBOW rn �1 NOT TO SCALE 60' WYE VA TIONS ARE REFERENCED TO NA VD 88 location of public water, wells and cesspools shown hereon Nf= 'yc from field observations and or from data obtained from �� FfET rs ! FAMILIAR 11TH THE STANDARDS FOR APPROVAL AND STRUC710N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR !LE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDI710NS SET KAY � TH THEREIN AND ON THE PERMIT TO CONSTRUCT. AREA - 20,032 SQ. r l . ® = WELL , RA 77ON OR ADDI 77ON TO THIS SURVEY IS A VIOLA TION OF TION TION 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS �4AND N0. 49618 SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON ® = MONUMENT LOT NUMBERS REFER TO "MAP OF SOUNDCREST WOODS SEC77oN ONE,,VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE PECONIC SURVEYORS, P.C. A7Z/RE BEAR THE IMPRESSED SEAL OF INE SURVEYOR WHOSE ® = TEST HOLE ON JUNE 9, 1969 FILE NO. 5315 (631) 765-5020 FAX (631) 765-1797 A 7Z/RE APPEARS HEREON. P.0. BOX 909 1230 TRA VELER STREET SOUTHOLD, N Y. 11971 16-121 lTop ofRide �®JJ�_11-�T�r 2 , 12 "t" i Pyri„ ku '.:*a. `ar�".j li+l•,.t# •�•rs"y° R1}��i4"�'x .i '!�. t r tr`• t tr���_l:�;f•a �i ry�1`�.�>� „�� Y" °� fir: ,•`..il:r�.."�; "�+> '`,,, P' -R ,"r+�fx:..ata�;*¢+fit;rC:t{ajrf16-•. °_ g ?;:i•'rpt'-" ri ? yt yr:e "'at�" f. '�`� yy[ra+i'.,.��.'1.f".-- r.�.�'• :�.� ..: { ,p'rS'�.`y�.:r.'.'�....i�Cy .w:a:.�:e.:;a,�y;¢y. �,' r .�/,�, '•��''�•,a'n'y.:�`rr.��,�.."y{yn'�."y'•. 1 11 111 11 11 IT II III lift ii�61 &606 fgl g TOP �fPlate — — . Consultant Address Address Phone Pax First Floor e-mail Grad/0 �e•� — 11 .. r .. 1. e • .'t P. n west Elevation n South 1 1/411 _ 11-0 II 1111 11 11 IT 11 1 1 12 12 111 11 1 1 Ill 11 ill I IT 11 11 IT 11 111 11D11 11 IT 11 11 IT 11 11 11 1111 ��1111 ill 11 11 11 11 11 Ill 11 11 ill 11 1111 11 111T I 1 11 11 11 1 11 Hill 11 111111 1111 1111 11 ill 111111 1111111111 11111 11 111 11 IT 11 H IT 11 111 1 11 11 ill 1 11 11 11 11 11 J 11 11 11 11 11 ill 11 11 1 1111 11 1 1 [ILI 11 11 Ill HITH I 1'X6" SHIPLAP � --0 CEDAR SIDING n North ��1 East 1/4/l11 = v—OII 1/4 11 = 11-011 No. Description Date Iro' - O" 2"XIO" SINGLE RIDGE TYPICAL ROOF E CEILING CONSTRUCT(ON TO of Ridgy _ — _ _ 1/2" GDX PLYW OD SHEATHING ARCHITECTURAL 711"1BERLINE' ASPHALT ROOFING "? SHINGLES; MIN. GRADE 240# 90 YR. WARRANTY. 12 FINISH TO MATCH MAIN HORSE ON SITE. ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE PACE OP STUD WALL AND AT VALLEYS. r` 12 tt15 BUILDING PELT RID V A 'D GE NT E S PEGV) ` .^j. _ G• � DRIP EDGE (AS REQ'D.) 0 .. � ..- ..'�,' � �'+'� :a" �� �? ° ry+F•�~ �rte/ ' 2"xB" COLLAR TIES 92' O.C. C L- TOP of PlateW7 aT _ TYPIGA! ZCSERIOR WALL CONSTRUCTION UPON TYVEK" HOUSE WRAP (OR EGJIL) UPON I/2' GDX PLYWOOD SHEATHING UNHEATED SPACE 2"x4" STUDS 616" O.G. w/DBL. TOP PLATE A500 A-500 Anthony Fernandes ;} 1670 STARS ROAD GAR,AGT= Floor Amencied Pir5t l t'. First ((( -'�'• • •r "1..x `4 _ I • i _ � Grade: _ _ l��at ons Data il5 ...... .. . .. . :... .. _ --------------------------- -------...--------- �.".. r` . . " ., .. , ,..;.. _ umber Project 1(o70-0207201a NHR VAPOR BARRIER RAVEL BASE ro Dat O02-0-1-2-01a" I"-O" T OUGHOUT MIL POLY VAP UNDERSIDE O / F SLAB RETARDER ABOVE Drawn FLL Approved wEe Q y First Ploor n Section A-A /• 0 /�11 = ,I—011 ✓ 114" = 11-011 A-500 T co CD Scale 1/411 0 a SEB �,D ToNVN Og souluo oT AF�R0 EDS NO ED DATE: B.P. 53 FEE:- • 6 BY: 1g,S13ItCTIVN R QUIRED NOTIFY BUILDING DEPARTME T 765-1802 8 AM TO 4 PM FOR THE �. FOLLOWING INSPECTIONS: 'f 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. 3. ROSULH - FRAMING & PLUMSING TRUSS PLACARDII i REQUIR�:D 4. FINAL - CONJ,)TRUCTION MUST BE COMPLETE cr+R C.O. -7- C ALL SHALLr MEET EET THE REnUIR`t��E �, DO NOT PRO 'ED WITH ANTS OF THE„ODES OF NEW FRAt,"ING UNI . 9-i-WEY YORK STATE. NOT R�SPONS IP0LE FOR OF FOUNDATIC LOCATION DESIGN OR CONSTRUCTION ERRORS. HAS BEEN Al' 'ROVED. W fZ W COMPLY WITH ALL CODES OF U NEW YORK STATE & TOWN CODES v J AS REQUIRED AND CONDITIONS OFjj 'TEES Q RD r S C acupt irlkicY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY s � AG'-I I ContS PECTIQN ARE RFnt11RED DRAIN Contact TOS Engineering at 765-'1566 beforo Backfill,OR Provif'r Tnryineer ""ertificatlon ththe drainage has beer►installed to Code. Z W 0 U LIJ Q W Q W ,peD ARC y os7�ti' ,�a n OF N ARCH lTECmlmURE APORTILLO R .A. LEES Am PROJECT: qry M �. FERNAN DES r RESIDENCE 1.254 EVENING BAY LANE 254 36TH STI REETSUITE 256 y LEAGUE CITY T 77573 BR00K Yid N .Y. 1.1.232 1670 STARS ROAD EAST MARION, NY 11939 k y M LLC 0 : 516-214-0160 0 : 716-572-4743'. DRAWING TITLE: TITLE PAGE PAGE: T-100 DATE: 05/23/17 1 OF 6 PLACE FOR J06 STICKER HERE CARPENTRY 1. ALL NIGAL: KE)o0o" : I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 +€ BETTER (Fb = 875) UNLESS I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2015 INTERNATIONAL ENERGY IT 15 THE C.Oh2A`GTORS RE5PONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDED CONSERVATION CODE. TOSETHER AT-L TIMES. IT 15 ALSO THE CONTRACTORS RE5PON5IBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN SPr:IFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. 2. CONTRACTOR OWORK. ACTR HILL URN15H A FIRE UNDERWRITERS CERTIFICATE UPON 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 COMPLES7RUGTURAL DESI CSN LOADS T- 100.00 TITLE PAGE GENERA PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: I. NO HoRK To START UNTIL APPROVED PLANS ARE OBTAINED FROM THE I5 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXI5TIN6 STRUCTURE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED APPLIOABLE BUILDING DEPARTMENT. SMOKE DETECTORS W BATTERY BACK-UP IN: USE LIVE LOAD DEAD LOAD 2. ALL C�ONETRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. A. EACH SLEEPING ROOM ALL DIMENEION5, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EXTERIOR BALCONIES 60 psf 15 psf 5TRI,CTURY51TE SHALL BE FIELD VERIFIED BY 6ENEIxAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN B. OUTSIDE OF EACH SEPARATE SLEEPING A- 100 .00 GENERAL NOTES FLOORS, ROOFS, AND WALLS. AREA IN THE IMMEDIATE VICINITY OF DECKS 40 psf 15 psf 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES THE BEDROOMS (GENERALLY THE HALLWAY) AND AUT40RITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. G. EVERY LEVEL OF DWELLING PASSAN6ER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) J� OF THI: OWNER/BUILDER ?. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING ATTIIC5 WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf A-200.00 HOLDOWN, ANCHOR BOLT, 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. SHP1-L BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING ASPHALT ROOFING SHINGLES ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf STRAPPING & WI7H THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. NAILING DETAILS PT 6.NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf UNLE55 APPROVED BY THE ARGHIT'EGT/EN6INEER. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE //�� 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 5LE'.EPING ROOMS 30 psf 15 psf A-50O.00 SITE PLAN -i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE A-1. GENERALLY, 5HEATHIN0 15 OF 1/2" THICKNESS ON WALLS AND AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5TAo%R5 40 psf 15 psf 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. CONSTRUCTION. GU^WRAILS AND HANDRAILS 200 psf 15 psf JJ�� q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FA5TENING SCHEDULE ON PACE A-1 AND GLUED, U.O.N. !""t-�-00.00 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FOUNDATION PLAN � 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR SPECIFICATIONS. ROOF LOADING (LIVE = GROUND SNOW psf LOAD) 20 12 psf FOR ATTIC CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. 5. NAILING OF ROOFING SHALL BE TO CODE. f' I5 paf FOR CATH. BUILDING SECTION �- 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 CAGE STAPLES ARE 1 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED FDOE SEAMS OF EXTERIOR SHEATHING. PERMISSION FROM THE ARCHITECT. PERMITTED 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 7, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 1"'t OO.00 FLOOR PLAN U J 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-O". 2:12 PITCHES TO 4:12 PITCHES RESPONSIBLE FOR DESIGN INTENT ONLY. ROOF FRAMING PLAN Q 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE A-2 SITE WORK ELEVATIONS 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-I RECEIVE CLARIFICATION FROM ARCHITECT/EN6INEER. PRIOR TO PROCEEDING. 3 UGH A HRO - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL T 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ib. AT "WET WALL" PARALLEL To JOISTS FRAME DOUBLE JOIST AS PER CODE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB STOCKPILE ALL EXCAVATED MATERIALS. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. 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 iq. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND STRAPPIN6 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR COMPLETION OF PROJECT. A5 PER PAGE A-I THROUGH A-3. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 1-'I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 5• PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ARCHITECT/ENOINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD A6AIN5T ALL CLAIMS, DAMACE5, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES ARI5IN6 OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD CODES AND REFERENCE STANDARD: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, MAINTENANCE CODE. ITSELF INCLUDING THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHOLE OR IN PART BY ANY NE61-16ENT ACT OR OMICP510N 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 ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONSTRUCTION MANUAL BY AF 8 PA. BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN I.qE MICROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E 6-P LAM 3. ALL PLUMBG PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBIN P51 (PARALLEL STRAND LUMBER) DENOTES GORE. - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL O BE INSTALLED AS PER MANU5 A. TRU55 JOIST McMILLIAN 2.0E PARAARALLAM 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL T . OF CONCRETE, ETC. ARE To BE CAREFULLY SUPERVISED BY THE CONTRACTOR MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 FOR NEW WALLS, A PERFORATED SHEARWALL 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 CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAOE5 A-I, A-2, 4 A-3. THE FASTENING SCHEDULE NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AUTHORIZATION OF THE ARGHITECT/ENOINEER. SPECIFIES THE REGIV NAILING FOR THE 5HEATHING (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS 5HALL SUPERSEDE THE FASTENING NEEDED, UNLE55 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 d MANU. SPEC.'S). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNPJFLOOR PLANS. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD P05TINC TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER I„IANUFACTURER'5 TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SPECIFICATIONS,UNLESS NOTED OTHERWISE. WALL W STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS 22. PROVIDE FIREBLOGKIN6 AS PER TEXAS ACCE551BILITY STANDARDS. EXIST. WALL5 d 12" LONG HOOKeD BOLTS® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WAIL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 23. PLEASE NOTE THAT THESE PLANS Atm FP-nTEGTg=_D AGAINST ANY WIDE 3 GOURSE5 OF SOLID BRICK MASONRY CENTERED ® POSTIN(5, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ F- STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, w w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.)4' BENT PLATE W LONG H/6" RISE d W (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS O FOUNDATION CONCRETE, AND MASONRY SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA6E5 A-1 THROUGH A-3. v I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXI5TIN6 FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF G1-A55 WINDOWS AND DOORS W THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I. ALL GLA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. Q 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 2. GLA55 DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5a. FT., U.O.N. CLEARANCES ARE PROVIDED. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, OTHERWISE NOTED UNLE55 OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOHN ON DRAWIN65, U.O.N. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 MANUFACTURER'S SPECIFICATIONS. UNTIL 151 TIER OF FRAMING IS IN PLACE. D/CiRC� 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL SLIDING n GLASS DOORS, WINDOWS, OR � ~ � SOLID WITH CONCRETE. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. �k q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. '1. ALL EXTERIOR DOORS ARE To BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ,�Ir- Cr 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 25 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 '9 3740 j4 DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. O F N 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVIEL OR SAND W TH q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE R.ESPON51BILITY 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 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, (I) WALL TIE PER (3) Sa. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS R NAN D ES REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE RESIDENCE MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FIN15H GRADE. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 1670 STARS ROAD OF 40°F AND FALLING, UNLE55 APPROVED BY ARCH ITEGT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN 5URFAGE5. T MARION, NY 11939 1"7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. DRAWING TITLE: 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. GENERAL NOTES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A FASTENING SCHEDULE MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE R.EINFORCINC. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" DEEP d 3'-0" BELOW GRADE. PAGE: A-100 DATE: 05/23/17 2 OF 6 PLACE FOR JOB STICKER DERE �,I C I 1'—) I ¢ I,�I I t-� /� FASTENING SCHEDULE A GOI ` STRUT I OI� r�ETA I LS $ Y�4I I I:l LOAD FATH T'rF i 0AL NA Le I N( /STRAf=f= I NO REOU I REMEENTS FOR NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS A-2 FOR 5AND NAILINO �OI NEC-,T I OI`l DETAILS UFL I FTS SHEAR, 4" LATERAL Y`l I I�lD RES I STAT` CBE (SEE PAAND ROUGH OPEN NG APPIFRAMNO REGUIREMENTIREMENTS, ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE FASTENER SPEC. FASTENER DESCRIPTION AND QUANTITY SPACING CONNECTION 01 s C:2 ROOF GE I L I NO FRAMINO RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO • CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCK I NO JOIST HANOE GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP 4 OI RDER/HEADS n GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP WOOD OI RDERCOLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE WOOD JOIST BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END • • RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMINO OVER WOOD OIRDER JOIST FRAMINO FLUSH KITH OIRDER/HEADER **ALL STRAPPINS TO BE P4"x 20 SAUSE** -- "SIMP50N" EQUIVALENT - 0520 (COILED STRAP) NALL FRAMINO w PF76—SE10d NAILS IF STRAPPINS IS OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE �W-- U STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. U J HEADER TO HEADER (FACE-NAIL) 16d COMMON Ib" O.G. ALONG EDGES Q NALL STUD NALL STUD CONNECTION DI 4 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD BOTTOM PLAT BOTTOM PLAT BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1,2 BATHTUB SUB FLOOR 2-Ibd COMMON PER FOOT DOUBLE JOIST DOUBLE JOIST M�—� _---'""r ENDJOIST, or BLOCKING (PAGE-NAIL) FLOOR FRAMINO AT STUD TO FLOOR ASSEMBLY TO SILL J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J015T PLATE(S) CONNECTION: FOR STRAP - 3 8d COMMON NAILS ® EA. BRIDOIN6 TO JOIST (TOE-NAIL) 2-ad COMMON EACH END _ D I END OF STRAP (WRAP STRAP UNDER SILL PL.) BLOCKING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS BLOCKING TO SILL or FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK _2 _I6_ d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD TO LEDGER STRIP To BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T FLOOR CONNECTION w/ # L1174 SIMPSON (OR JOIST ON LEDGER To BEAM (TOE-NAIL) 5-5d COMMON PER JOIST EQUAL) a PLATFORM TO SILL PLATES KING STUDS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T RAFTER 0 BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ROOF SHEATH I NO HEADER HEADER A I L I I �l O/J TR,A F F I I `�L/ L! Y�4 I I V D O Y �4/DOOR STRUCTURAL PANELS: (SEE AL50 6RAPHI G, ad COMMON b" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) ad COMMON 6" EDGE / 12" FIELD ZONE TOP PLATE PERIMETER (4" O.C. ® GABLE JACK STUDS NOTATION: RAKE Q A- NUMBER OF ad NAILS ® EA. END OF 5TRAPPIN6 (3.1,P. 151-2001) GE I L I NO SHEATH I NO NALL STUD B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B,P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS _ IN ® EA. RIDE OF HEADER (3-NAI P. 193 - ALTERNATE,-1.25D,P6. TU -2001) GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD D- NUMBER OF I6d NAILS, END-NAILED 7'HROU6H ADJACENT KING STUD �J TO END OF HEADER ® EA. SIDE (3.1,P. 157 4 WORKSHEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F,PI91-2001) DF- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD NALL SHEATH I NO TYPICAL HEADER CONNECTION ALTEPNATI\/E RAFTER TO NALL STUD CONNECTION A TO END OF 51LL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.b, P. 15-1 4 WORKSHEET-2001) STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD N B 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FUELD Z Jul IND RES I STANT CONSTRUCT( ON CONNECTORS FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATH I NO (SUBFLOOR) U CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION] RI DOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: w I" or LESS ad COMMON b" EDGE / 12" FIELD RAFTER-TO-NALL H-7 APPLY TO EACH RAFTER :O�FIN A B G D E F G GREATER THAN I" IOd COMMON 6" EDGE / b" FIELD p RAFTER-TG)-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I I I I w PLATE-TO-N,ALL STUD G520 @ 18" APPLY TO EACH NALL STUD 4'-O" 4 1 2 2 2 2 ANCHOR BOL=T S' FECi I F I CATI ONS REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-O" 5 1 3 3 3 3 Q��fl AR 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or 0520 @ 5 ;i APPLY TO EACH NALL STUD REQUIRES (s) 2"xI2" HDR (MIN.) HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD 7 2 3 4 4 4 (�� �� \-o,,, CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH 51IDENALL END CORNER Sq• Y„'. y- GONDITION 7 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ���� USE KITH 3 SQUARE MASHERS) ( n OF N,.• USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SII Ls ( G I NO OF TOf= f=L ATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: E"° TOP PLATE CONDITION FERNANDES 5PLIGE N LENGTH RESIDENCETOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS :o CONTINUOUS BUILT-UP I RDERS THREE OR MORE SUPi�ORTS FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES 540 - i ALL OTHER GASES ONE STORY SLAB ON GRADE PLAN DIAGRAM OF ZONES CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE 1`4 BUILDING MINIMUM SPLICE'��4 CONNECTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) 1670 STARS ROAD PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER „ � , NY 11939 MAX.32' 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12�-O„ 2-O /2-6 1:2'-0” 3-O EAST MARION A (2)ROWS IOd NAILS 0 12"O.C. P SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (8)ROWS IOd NAILS o 12"O.G. P, 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-9" I6'-O" 4'-O" SPEGIFIGATION (WFGM TABLES 3.2A 4 3.28, P. 112) DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, FOR ALL STRUCTURES: G (2)Rows 1/2" m BOLTS• 12"O.G.STA66ERED; n 10-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" g HOLDOWN, ANCHOR BOLT, DBL.o ENDS BUILT UP ORDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. /e 4) ANCHOR BOLTS a 3q O.G. D (2)ROWS I/2"m BOLTS o Ib' O.G. 24'-0" 4'-0"/5'-0" 24'-0" b'-O" STRAPPING, & NAILING DETAILS NAILING: E (2)ROWS Irl" m BOLTS o 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 2b'-0" 5'-O"/b'-3" 2b'-0" 'I'-O" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, NOTES: (2)ROW5 8-8/8"TRUS5LOCK SCREWS o 12"O.G. 4 1/4 OF A11 11 11 11 11 11 F11 SCREWED ON(U SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE " " " " " ' . 32-O b-O C'1-b 32-O 8-O (2)ROWS 3-8/8"TRUSSLOGK SCREWS o Ib"O.C. P I. MIN. 7" EMBEDMENT INTO CONCRETE 6 SCREWED ON(U SIDE of MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR PAGE: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE 36'-0" 1'-O"/b'-9" 36'-O" q'-O" 15 3 SQUARE WASHERS AND END NUT SETUP; H (2)ROWS 8-8/8"TRUSSLOGK SCREWS o 24"O.G. CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 5CRENED ON(1)SIDE OF MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. LEN6TH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO TOP TWO COURSES SOLID THREE-PIECE " : n n : " A-200 (2)ROWS 5"TRUSSLOGK SCREWS o 12"O.G. „ PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O 8-O /10-O 401-011II-O J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P` MAX.82 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LEN6TH5 A55UME A BUILDING LOCATED 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR K (2)Rows 5"TRUSSLOGK SCREWS 0 I6"O.G. INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN EXPOSURE B 501-011101-011/121-61, 50-O 131-01. OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 SCREWED ON BOTH SIDE OF MEMBER L (2)ROW5 5"TRUSSLOGK 5GREW5 0 24"O.G. Br=7VEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 5.TABULATED SPLICE LENOTH5 ARE BASED ON 5 FOOT KALE „ „ , „ „ „ „ 5GREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. HEI6HTS FOR OTHER KALL HE16HT5,H,THE TABULATED UNIT 60-O 12-O /15-O 60-O 161-0.13. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FROM ENDS AND CORNERS (TWO a CORNERS) FOR ALTERNATIVE ALL HEI6HT5 MULTIPLY THE ABOVE DATE: 05/23/17 3 OF 6 NOTE: FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS SHOWN, AND W -!O-O„NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 14-O„ 70-O„ 19-O„ (SEE DIAGRAM TO LEFT) I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 206 NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN B”OF,SMALLER :: ,l 4. COORDINATE w/ HOLDOWN LOCATIONS d CONNECTION PATTERN 'B'WHEN 10”OR LARGER p. GIRDER. W WALL - 1.125 80-O 161-0 80-O 22-O 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL- 1.8'15 OFFSET FASTENERS 1/2”FROM ONE SIDE TO THE OTHER BUILT UP GGI IRDER P 12'WALL- 15 TH15 COLUMN w/MULTIPLIER RD . ERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0”KALE PLACE FOR J06 NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL STICKER HERE Mwposw LOT uaVr�Rna� VESCRIPTION AREA %LOT GOVERAEE LU F HoLr--E 4215 50.FT. 6.0% OARA6E 894 SOPT. POOL MOUSE 492 50PT. 2.I96 L•/ W "u POOL 5"!6 50.FT. 2.9% = J TOTAL GOVERAM 1,952 SOFT. 12.9% Q EL= 11.rt' EL=21 .8' 4r , LU v I o 34.0' O Q N m � O O 18.0' o z `n Z � 6.4' LL IL O — m OHO iv v� nPROP. POOL s� Q N Q Q HOU5E 15 NOT a a a PART OF FILING z w I6.0' to f(1 U 0.0' ►I�1�y/ Q 0 0 � W o D AR0 p PROP. I STRY PROPOSED PERVIOUS DRIVEWAY o FRAME ' z t OARAOE 384 ScL. Ft. o7404`�Q� OF Ns PROJECT: N EL=20.7' _ _ EL 22. " FERNANDES — — — ���°42'40"� — — — — — — — — I X4.02' — — — — — w RESIDENCE 1670 STARS ROAD EAST MARION, NY 11939 SITE PLAN DRAWING TITLE: SGALE: I = IIO ' SITE PLAN PAGE: A-300 DATE: 05/23/17 4 OF 6 PLACE FOR . 06 STICKER DERE GENERAL 5'I'M50L KENT : EX15TINO TO BE DEMOLISHED EXISTING TO REMAIN . NEW WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) _ e• F- - - - - - - - - - - - - - - POST TORID6E NEW FOUNDATION WALL I I I I ® MIN. (2) 2"x4" STRUCTURAL I a POST FOR 4" WALL5 I ; (MIN. (2) 2"xb" 5TRUGinT)PAL X *� O Q e� O=� � x POST FOR b" WALLS), U.O.N. I . I I :• I NEA 2"x5" GEILIN6 J015T O.G. (TYP) A I II -------------. -- __-- A ,4 FOUNDATION FLAN NOTES A-400 I I A-400 A-500 A-9500 W D OTYP I GAL P. GONG. ORADE BEAM $ NALLO I ° TPL. GEILIN6 JOIST W ' I NEW 4" P. GONG. — — — — H GONSTRUGTION: S = J �� �� I SDR VEwAY ON 4 ( (2) P05T TO RIDGE • (2) 2x6 P.T. SILL PLATES w/ COPPER TERMITE SHIELD THICK GRAVEL BASE I J SILL SEAL I ONE GAR • ANCHOR BOLTS AS PER PAGE A-200 I I d 6�M E • P. GONG. FOUND. WALL AS PER DETAIL UPON I I I OVERHEAD DOOR ON SLAB • P. GONG. FOOTING AS PER DETAIL UPON I — • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I I I NEw O QMONOLITHIC 4 - - - - - - • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / I12'. I� \ •° I SLAB. FTG. tt1 STOOPS (WHEN APPLICABLE) I I THICK ® 12 �n . �. • I BELOW GRADE • MASON TO ACCOUNT FOR FIN 1 SH STONE ON THIN SET `. I FOR HEIGHT OF WALL SLAB (WHEN APPLICABLE) O I 6,�RA6E DOOR 10'-0" x7'- I (R.0. PER MAN. SPECS) TRANSOM OVER 6ARA6E DOOR (SEL"`ELEVI) ' I— — —1 I =' POST ¢TR�f010 R.O. I'-O "x-r'-Ij" (2) 2"xa" HEADER— — — — — — — I (� 2XIO HEADER ABOVE 6ARAOE DOO VE - - - - - - - - - - - - - - - P05TTORIDGE POST 3'-0" ABOVE TRANSOM ABOVE FLOOR FLAN NOTES 555 MAX SLOPED CONCRETE APRON 10'-0" 12'-0" ODOOR NOTE: 16'-0" 1. 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" = i'-o" SCALE: 1/4" = 1'-0" 3. DOOR TYPE TO SELECT 4. INSTALL AS PER MANU SPEC.'s OWINDOW NOTE: 2 I. IF CASEMENT WINDOWS - ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE 2. IF DOUBLE HUNG - ALL ]DBL. HUNG WNDWS TO BE TILT WASH 3. ALL NEW WINDOWS � DOORS SHALL BE NEw s°x2° ALUM. ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNO, DOWNSPOUT (TYP) OR GL I D I NO (AS NOTED) (OR EQUAL); INSTALL AS z F - - - - - - - - - - - - - - , E W PER MANU. SPEC. s. I I 2 1'-0" O.H. POST TO RIDGE 2 WINDOW / DOOR FRAMING: 2"X4" FRAMED WALL I NEW 2"x5" ROOF RAFTERS I NEN 2"x5" ROOF RAFTERS a Ib' O.G. (TYP) ® Ib" O.G. (TYP) H O3 SEE PAGE A-2 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) IU.O.N. PROVIDE STRAPPING PER bXb-10X10 W.W.M. BETWEEN I I A-2.0 CONNECTION D-1 ENTER d UPPER � OF SLAB I I SECURED IN PLACE DURING POUR (2) 2" x b" P.T. SILL PLA I I " P. GONG. SLAB I I _ TERMITE SHIELD--' ° P` p` [�, GRADE a - A-500 IA-500 41 = eye _a m a s CUTTER I �' I .;° (5) #4 REBAR < 4 H16H POINT I I iij CONTINUOUS TOP BLc R 4" GRAVEL BASE TOTAL) a - OBOT. (4 COMPACT FILL I N " 6 I POST TO RIDGE MIL VAPOR �� PROVIDE 1" RIDGID 74o� RETARDAR 03 INSULATION ' 1 HOT DIPPED GALVANIZED ANCHOR BOLTS a MIN. 7" INTO CONCRETE; 39" O.G. 4 4"x5" ALUM. MIN. 12" FROM CORNERS. GUTTER (TYP) I I I PROJECT: FOUNDATION ]MALL DETAIL FERNANDES -4o SCALE: 5/4" = I'-o" I , 1' O.H. RESIDENCE NEW 2"x5" ROOF RAFTERS NEA 2"x5" ROOF RAFTERS ® Ib" O.G. (TYP) ® ib" O.G. (TYP) POST TO RIDGE I 1670 STARS ROAD E - - - - - - - - - - - - - - � E EAST MARION, NY 11939 DRAWING TITLE: ROOF FRAM I NO PLAN FOUNDATION PLAN BUILDING SECTION SCALE: 1/4" = 1'-0" PAGE: A-400 DATE: 05/23/17 50176 PLACE FOR J06 STICKER MERE O ENERAL S"I'°M'50L <E-Nr : ROOFING - SEE NOTE ® SECTION 4-\ EXISTING TO BE DEMOLISHED TOP OF RIDGE FINISH SCHEDULE ELEV. +17.3' EXISTING TO REMAIN NEW WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT yl v `15 WOOD FRAME (L.O. 5TL. {{ 12 WHEN APPLICABLE) 1 NEW FOUNDATION WALL 12 ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS (MIN. (2) 2"x6" STRUCTURAL „ BOTTOM OF FASCIA ------- -- POST FOR b WALLS), U.O.N. -------------- Iqj ELEV. +7.8' U [7� W IL AV_O_ORADE U LEV. +O.O' CYPRESS BOARD d CYPRESS BOARD d Q BATTEN 5IDIN6 BATTEN 5IDIN6 NEST ELEVATION (FRONT) NORTH ELEVATION (LEFT SIDE) SCALE: 1/4" = P-O" 50ALE: 1/4" = 1'-0" q ROOFING - SEE NOTE ® SECTION FINISH SCHEDULE 12 12 SECTION NOTES Oj TYPICAL EXTERIOR WALL CONSTRUCTION: • UPON "TYVEG" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING Z W (BLOGKIN6 C ALL PLYWD SEAMS) • 2"x4" STUDS @ 16" O.G. W/ DBL. TOP PLATE w a 0 / CYPRESS BOARD 4 W BATTEN 5IDIN6 CYPRESS BOARD S BATTEN 51MINO O2 T`rF I GAL ROOF $ GE I L I NO CONSTRUCTION: \`y • R.R., G.J., $ G.T. AS NOTED ON PLANS (o SPANS OVER 8' INSTALL "X" BRIDGING @ CENTER OF SOUTH L VATI ON (RI CS T SIDE) BAST ELEVATION (REAR) ��REo Ap M. cy�� . SPAN, U.O.N.) SCALE: 1/4" = 1'-0" 5r-,ALE: 1/4" = I'-O" �. • 1/2" PLYWOOD FINISH • CONT. RIDGE VENT CONGEALED W/ GAP o SHINGLES OVER .A TOP OF RIDGE TYPICAL LEDGER BOARD FOR ROOF RAFTERS: ELEv.+n.3' (MAX.) FQF N�v� O (1) 2"x4" BD. TO MATCH END OUT OF INTERSECTING R.R., SEGURED W/ 4" LONG H.D. GAL. HEX STRONG TIE S�GREWS @ 16" O.G.; 2 PROJECT: SCREWED INTO STUDS. 12 FERNANDES 2 ROOFING NOTE: O RESIDENCE 1. Y2" GDX PLYWOOD SHEATHING (BLOCIN6 © ALL G I PLYWOOD SEAMS) 2. INSTALL NEW ARCHITECTURAL STYLE NEW G..I. AS PER PLAN 'TIMBERLINE' ASPHALT ROOFING SH I NOLES BY 'GAF' OR EaUAL; MIN. GRADE 240#, 30 YR BOTTOM OF FASCIA 1670 STARS ROAD WARRANTY. FINISH TO MATCH EXISTING ELEV. +7.7' --- 3 EAST MARION, NY 11939 COTTAGE ON SITE. 3. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24 FROM INSIDE FACE OF STUD WALL DRAWING TITLE: AND AT VALLEYS FIRST FLOOR PLAN 4. INSTALL 15# BUILDING FELE" 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REa'D) s ROOF FRAMING PLAN 6. PROVIDE RI DOE VENT (AS REQ'D NEW 4" P. NEW 4" P. ELEVATIONS 7. FLASH ALL VALLEYS GONG. APRON GONG. SLAB 8. INSTALL DRIP EDGE AS REa'D AVG. GRADE___________ q. INSTALL ALL AS PER MANU. SPEG.'s ELEV. +0.0' PAGE: NEW VAPOR BARRIER MIN. 4" THICK S 1 D I NO NOTE: THROUGHOUT GRAVEL BASEA-500 O 1. INSTALL NEW I X8 BOARD AND BATTEN SIDING NEW R116MIN. 1D 1 UNDERSIDE OF SLAB „ „ 2. TYVEK HOUSE WRAP (OR EQUAL) INSULATION 3. INSTALL ALL AS PER MANU. SPEG.'s EXIST. SOIL 4. PROVIDE ALL NECESSARY TRIM DATE: 05/23/17 60176 SECT)ON A/A-400 PLACE FOR JOB 5r-.ALE: v4"=1'-0° STICKER DERE