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HomeMy WebLinkAbout45006-Z tgu aE�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45006 Date: 7/21/2020 Permission is hereby granted to: 120 Caiola Ct LLC 7675 Cox Ln Cutchogue, NY 11935 To: construct accessory pool house as applied for. At premises located at: 120 Caiola Ct., Greenport ROT SCTM # 473889 Sec/Block/Lot# 33.-3-19.15 Pursuant to application dated 5/11/2020 and approved by the Building Inspector. To expire on 1/20/2022. Fees: ACCESSORY $240.40 CO -ACCESSORY BUILDING $50.00 Total: $290.40 BuiI64 Inspector 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: L. 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. I �v New Construction: X Old or Pre-existing Building: (check one) Location of Property: I � . Cn(2 K-k House No. Street l4amlet Owner or Owners of Property: �, (��(�((� �_OC14- LC Suffolk County Tax Map No 1000, Section L�� Block S Lot 0 1 PS_ Subdivision Filed Map. Lot: Permit No. 00 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Pertificate Final Certificate: (check one) Fee Submitted: Applicant Signature Building Department'AyOcation AUTHORIZATION (Where the Applicant is not the Owner) s I, a residing at I(Frint property owner's name) (Mailing Address) do:hereby authorize AMP Architecture (Agent) . _to apply on my behalf to.the . Southold Building Department. v 51q (O . is Si tore) . .(Date) -MI-IM: (Print Owner's Name) OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `yc0um� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 00 � I Dov �n5 DATE 1 NSPECTOR C�\ *�A. A�- Ilill�lgll�l�ll--- -_u� � c FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) FOUNDATION(2ND) �j z • ROUGH FRAMING& PLUMBING p '� (D LA INSL:LATION PER N..Y. y. STATE ENERGY CODE Ise. Gor15 v-0 FINAL ADDITIOINAL COMMENTS O oro , rn R z r C d y TOWN-OF SOUTHOLD` - �' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY11971' : ' ' "'''r" '4 sets of Biiilding Plaris TEL: (631)765-1802 - —''','- Planning Board approvat FAX: (631) 765-9502 Survey Southoldtownny.gov- PERMIT NO. Check' Septic Form MY:S.D.E.C.:,- - Trustees C:O.Application Flood-Permit Examined - :20� - ;Single&'Separate'- - !"HAY- 1 9 20 c Truss Identification,Form Storm-Water Assessment Form ; : p Co -_ AVS �rCW+CftW- Approved7/A "20 yf..!'s:,. ' -n Mail to-4 6c d-ilh 1 IslePd Disapproved a/c ,,; : L - - :-fi j Phone: Expiration 2 - - -Building Inspector - - - APPLICATION FOR BUILDING PERMIT" 2 Date. 0 0 INSTRUCTIONS a:This application MUST be completely filled in by typewriter or in ink and'submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan-showing location of lot and of buildings on premises,relationship to adjoining premises or public streets'or areas,and waterways. c.The work covered by this application'may not, a commenced before issuaiice=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'Deppment'for the iss nce;of-'11 a Buildmg"Permit�pursuant.to the: . Building Zone Ordinance of the Town of Southold`, Suffolk County;New York;and other applicable Laws,Ordiiiarices.or ' Regulations,for the construction of buildings,additions,or-alterations*or for reinoval_or,demolitiori 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. P Acc Ill O-Airt (Signature of applicant or'narrie,if a corporation) - a oz .. fl—CCA4-411 e l•i e. �a �au�- �I- � . _ (Mailing address 6fapplicant), State whether applicant is owner, lessee,agent, architect, chitect, engineer, general contractor,.electrician;_plumber.or.builder Name of owner of premises (j rrA f d I a C_01 rj + Ll-r, (As orilthe-tax'roll or latest deed) _. If applicant is a corporation, signature of duly authorized officer -(Name-and title of corporate-officer) t;, r.•...., a .. ..:'%;2:,;•, Builders License No. Plumbers License No,,. „< d.. .A; Electricians License No. Other Trade's.License No. 1. Location of land on which proposed work will be done: 1,2o Gi'e en X& - - House Number Street ,- Ran County Tax Map No. 1000� Section '' `� -' Block ': rrd t�rA;dr:.:ar! Lot N 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 a C(aN�: & b. Intended use and occupancy •Poo h('\)SQ 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee a v � (To be paid on filing this application) 5. If dwelling,number of dwelling unit :;° z I�'uber of dwelling units on each floor If garage, number of�cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height `— Number of Stories �- Dimensions of same structure with alterations or r additions: Front Rear Depth Height Number of Stories --- 8. Dimensions of entire new construction: Front_ \ Rear \ Depth � Height .aZ Number of Stories 9. Size of lot:Front LIa Rear GU Depth 10.Date of Purchase Name of Former Owner 11. Zone.or use district in which premises are situated �P-11 . 12.Does proposed construction violate any zoning law, ordinance or,regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES �( , NO 14.Names of Owner of premises 1�0 C'Gt I Ol a Phone No. Name of Architect-MJ�hOA� Addressl(`C; eMA ((\\j Q&horie No M(e -,'At q-0 IQQQ Name of Contractor T Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C''PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO _ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO-�<— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSOW1 K. ) M )Q �NA 114 being duly sworn,deposes and says that(s)he is the applicant (Name of in ' idual signing contract)above named, (S)He is the ' (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 0 day of 20JO Alexandra McWhirter NOTARY PUBLIC,STATE OF NEW YORK Notary Public Registration No.d1 MCs4o3ssz Signature of Applicant Qualified in Suffolk County �' Commission Expires February 3rd.202 BUILDING DEPARTMENT-Electrical fins ectQJJN 2 2021 TOWN OF SOUTHOLD S . } Town Hall Annex- 54375 Main Road - PO Bpr ft_t>- , Southold, New York 11971-0959'0� Telephone (631).765-1802 - FAX (631) 765-9502 rogerr(i-)southoldtownn .qov seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ;ELECTRICIAN"IN=FORIVIRTION (An info%n,ason Required] Date: Corripany Name: b Y; Name: .ia - . License�lo:�: .: . _�. ----... ..r : _ �Cv-ate o Phone -01 request an email copy of Certificate of Compliance Address::' I I q J.OB'SITEAN:FORMATION:. (Alilnformation.Required) Name: qA Address: .CAI l. : r . d ,:3 . Cross:,Street: -: A Phone:.No BIdg:Permmail: 2e. Tax.Ma District: . 1000: Section: Block: Lot: p ------- BRIEF:D.ESCRI'PT.fON OF.:W:QRK,(Please'PrintCleady). Check AII:That•Apply Is job.ready for inspection?: YES '-❑NO 2fRough In ❑final Do you need a Temp Certificate, ❑.YES []NO . Issued On u{- Temp Information: .(ARinformation required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional lnformationr PAYMENT DUE WITH APPLICATION. q Pe )c���3b cal nspection Form 0020.xisx ------..__----__-_-- �.-----------------------— Scott A. Russell ,��°Su ��� 9TO R.MWAXIE]k SUPERVISOR MAIN AGIEM]EINN T SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT IWOLVE ANY OF THE FOLLOWING: I Yes No (CHECK ALL THAT APPLY) f � ❑[n A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i ❑[P B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[ ] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�, D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I j erosion hazard area. 4 ElEj E. Site preparation within the one-hundred-year f loodplain as depicted j i on FIRM Map of any watercourse. } F. Installation of new or resurfaced impervious surfaces of 1000❑ EL F. square E feet or more, unless prior approval of a Stormwater Management I 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 witF your Building Permit Application. S.C.T.M. #: 1000 Dates APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) /D)ist�rict �` l / NAME: Y J 2 ��L�II �I � �� �/ � '�J � / � Section Block Lot 1 r,/'� FOR BUILDING DEPARTMENT USE ONLY Contact Information �_� 6( lVV i 1 i Reviewed By: Dav6 { _Q 0 Property Address/Location of Construction Work: } i — — — — — — ` — — — — — — — — — — ji Approved for processing Building Permit. { oca f bi a c�o��[L ® Stormwater Management Control Plan Not Required. I C1 f PP ii1 (� lV`i ' �; Stormwater Management Control Plan is Required 1 (Forwar. to Engineering Department for Review.) j FORM # SMCP-TOS MAY 2014 Town Hall Annex y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 , i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,'PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date' 1 Owner: Q01 Ca OC� C0\)0 L L C Location of Property: C6v r�- L L Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the foil 'ng location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: _ nn Name (person submitting this form): [/ Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 ARCHUiCTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251i St,Suite 203,Brooklyn,NY 11232 LLCBrooklyn Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 05/11/2020 TO: iSouthold Building Department FROM: AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Enclosed please find: -(2) Building Permit Applications(Single Family House& Pool House) -(2)Truss Forms -(2) Stormwater Management forms, (1)Stormwater Management Control Plan -(2) Certificate of Occupancy . -(4) Sets of plans.for the main house -(4)Sets of plans for the pool house -(2) Stormwater Management plans Regards, AMP Architecture (516) 214-0160 RCHRECNHE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 - A4 Brooklyn Office:204 251i St,Suite 203,Brooklyn,NY 11232 LL . Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 05/11/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Enclosed please find: -(2) Building Permit Applications(Single Family House & Pool House) - (2)Truss Forms - (2) Stormwater Management forms, (1)Stormwater Management Control Plan - (2) Certificate of Occupancy - (4) Sets of plans for the main house -(4)Sets of plans for the pool house -(2)Stormwater Management plans Regards, AMP Architecture (516) 214-0160 XRdWECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948. Brooklyn Office:204 25a'St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 05/14/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Rd E, Laurel, NY 11948 MAY 1 4 2020 Enclosed please find: -Rescheck for 120 Caiola Court, Greenport, NY -Owners Authorization signed Regards, Alexandra AMP Architecture (516) 214-0160 I+ �y�Y� . dr •.I LOT S PROPOSED COVERAGE AREA SURVEY OF ^ f_s_z7,_C_) V5E0 p OCwA�R HOUSESCRIPTION 2,924 q. tt. X ED10EDX wLGE LOT 15 �UF OL4�0�3sT - � ' '1- �±z' +..T'�'�e c::af'i S'#rER CES O .P RMIT FOR AP R0 fA.Ls�.CFO`s.A LOTMAP OFSII\OL F°x"" D*EwA wA 56, 0 CE C uNK (2) COVERED ENTRY 231 aq, ft. O,eX ROCKCOVE ESTATES USES pUBUC1p5. N i^ A E N SCREEN PORCH 160 aq. tt. 0.6XPOOLHOUSE 400 sq. ft. 1.4% FILE No. 10637 FILED JUNE 11, 2001 UNK ICE POOL Isoo sq. ft. 2.BX SITUATE FEB 0 7 2019 D E I P 0�7.; r°;•msPATIOS 733 sq. ft. 2.6x. GREENPORTS. IQ-no�o o I o PROVED ��� �oJo�2s.s '� N TOTAL 5,248 aq. ft. 1s.sx TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK _ ORAMIGE SYSTEM CerCUL•4T/ONS: fit] TOTAL MAXIMUI1r7 BEDR QI ,$ ��° /��SO, ROOF AREA(MAIN HOUSE): 2,925 eq. ff. S.C. TAX No. 1000=303-03-.19.15 a _ 2,925 sq. ft. x 0.17 = 497 au. ft. SCALE 1"=40' i� EXPIRES THREE YEARS FROM DATE OF APPROVAL /oQ`v o x 497 cu. ft./42.2 = 11.8 vertical ft. of 8' dia. leaching pool required % PROVIDE (2) 8' dia. X'6' high STORM DRAIN POOLS AUGUST ,ZZ, 2018 ►y �v\'Lo?. a ROOF AREA.((POOL HOUSE): 400 sq. ft: JANUARY 3. 2019 PROPOSED HOUSE E1 �.t >� o 400 sq.#. x.0.17 =.68 curft. JANUARY 21, 2019 REVISE PER SCDHS .NOTICE No. 1 qj } 68 cu. ff. /42.2 = 1.6 vertical ft. of 8: dia. leaching pool,requlied. LOT AREA =. 28,271. S ff. _ 1111 �V6� �# - PROVIDE (1) 8' dia. X 2' hlgh'STORM DRAIN POOL r q' J yJO J PROPOSED BvvA- ' DIA X 6' AND 2' DEEP DRYWELLS iii:. r� M1II FOR ROOF RUN-OFF ARE SHOWN THUS: - �'�y CER tt TIFIE� Jy`` :%'• / `r�'(�l` \,\ '' 1 QQ:%g. ;' DRIVEWAY AREA: 2,300 sq. ff. HNG LLC f1_ Sp lti•:rr:` QOM . :7:d'riiiii.' 1i 2.300 sq..ff. X 0.17= 391 cu. it. S 391 cu. ft. /•42.2 = 9.21'vertfoal ft. of 8' dia. leaching pool squired BRIDGE AB T �,. � ;;;;;;;•`�:::....•• '�''• bj PROVIDE (1) 8' dia. X 10' high.STORM DRAIN POOL TITLE O. BAL¢�bS 1 O 2020. BRIDGEHAMPTON NATIONAL BANK °oy _ �h �- �_" ' a PROPOSED 8' DUI X'10' DEEP DRYWELL WITH" © ::: •:}}.`:}:;. L4•tl�'_r� OPEN GRATE ROOF RUN-OFF ARE SHOWN THUS: •tir:yl :;. : :.. . BEP" oyo. R,4 :.:::: :� :: 1r::;•. �A i Y Q B�.DING k. NOTES. j Try+ Q•OQ� . . 110 i�D '' '}i : - j:k 1. ELEVATIONS ARE REFERENCE TO N.A.V.D. 1988 DATUM 20' 0• �':},@ Cj% `:s::::. 1�OSTING ELEVAnoNs-ARE SHOWN THUS:2KX ry . .• '�':'i mow::::::• O - V 'S 2. REFER TO FILED MAP FOR TEST HOLE.#4 DATA. ANO OO �•:. bGNo ° \ em Hous o u O 3. MINIMUM'SEPTIC TANK CAPACRy FOR 6 ROOM EIS 2,000 GALLONS. BOA.- ON ,�,L _ � ° � .•- ��;.,•.:•�si.' OOO q..• 1 TANK: 10' DU:4' LIQUID DEPTH n. : '7 ;;�� O .(, ::'•i:ii';,.O 4. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE-IS 400 sq ft SIDEWALL UP 1 y er}O \i :;i±Q� OOQO 1 POOL: 8 dia. x 16' deep Cn TEST HOLE #4 �.� ` 1• p�'�Q. ° •y ?' (AS SHOWN ON'SUBQMSION MAP) PROPOSED'SOX FUTURE EXPANSION POOL C ..........Q'i...• NAS EL 24.0' 0•' PROPOSED E'DN.'X'18'DEEP LEACHING POOL ry'p• -o ......... 6R 4,e LOAM dt MARL e' 0 R=60.00 ' ?:: .... }.• :?<i:i' :' ::1 G L=48:20' cd LIN ° :• �x24tii'it 3.0' PROPOSED 2:000 GALLON SEPTIC TANK CT (2) WATER W .pRpp. �': ......................................:: : ' \' P m VALVES .....................................? ::: ;: -,, 3 a °' S.-MINIMUM SEPTIC TANK.CAPACITIES FOR POOL HOUSE IS 1.000 GALLONS. is4i'ij;ii: :ii};iii•::.._:• ! 1 TANK: 8' LONG. 4'-3' WIDE, 8-7' DEEP. h ( ROCK k SAND STRATA S. MINIMUM LEACHING SYSTEM FOR POOL HOUSE IS 300 sq ftSIDEWALL AREA Y CONC - _q4s{,•.::•;:?:;::: .M I °•. 1 POOL: 8`dia. x 4' deep 7" MON yV ells p o N ��•'0-511, ry (� 10' PROPOSED SOX FUTURE D(PANSION POOL � X1:-1 ^? Ng - W X24.7 O, "®•PROPOSED 8' DIA.X 4' DEEP LEACHING POOL FO 24.6 �' SAND d GRAVEL ®PROPOSED 1,000 GALLON SEPTIC.TANK C �N�DMOIV. RSL' rn sA/C•MON. I 7:THE L.00ATION:OF.WELLS AND-CESSPOOLS SHOWN HEREON ARE FROM FIE ~Cl) m 24.0 !'gCA T8AS'j�T is •• i OBSERVATIONS AND/Olt DATA OBTAINED FROM'OTHERS., 1 EL 7.0' 17. &,THERE ARE NO WETLANDS OR"OPEN WATER*WITHIN 300' OF'SUBJE ..�,••art HIGHEST EXPECTED'GROUND.WATER �'OF Zoo O EL 3.6' _ 20.4' TEST WELL No. UP=S 4106340723601 S-16783, - r.�' "_-I}- O tic l�'I'IO�. SPBL"[ION u N R Q•'�WNG s f` '• UNAUTHORIZED ALTERATION OR ADDITION STANDARDS PREPARED IED AND µ� �!c FOR-SAWARY SYSTS�W f0 PUBUC wA p THIS suITVEY A.vtaLATiON of /y ] •�tclEcsf P.�S� �� T C7.� I'�1`S�FC1 BS' MON 7209 CATION LAW. THE.NEW YORK STATE �ASS H U YORK'STATE iC AQP 3Ai-TU j BFARTA IdT' (:OUn t: 1.S6f`iK oPiEs of rHls.sURVEr MAP NOT BEARING Y: PROPOSED SEPTIC OR 'SYSTEM . D.E TA I L E�ri C-852-5'00, 48 Hours In AdVanoe THE LAND SURVEYORLL'NKED'SEAL SI dx OP ETeBosSED:SEAL'StiALL'NOT BE CONSIDERED tDs9CE. TO BE A VALID TRUE COPY. . .'(NOT TO SCALE) VA o S{� Wift��, CERIFiGTI°NS INDICATED HEREON SHN.L RUN HOUSE TOP BURIED "_ •,ONLY�TO THE PERSON FOR;WHOM THE SURVEY IS-PREPARED.AND ON HIS-BEHALF TO-1HE' F.FL 27.0• 4' UEEp.mox. FINISHED GRADE PRECAST'REINFORCED CONCRETE COVER . �" r' �-. Jm3»� TIRE COMPANY.GOVERNMENIAL'AGENCY`AND 19.EV•2&.D: BURIED 1' DEEP min. 2' DEEP max. LENDING INSTITUTION LISTED.HEREON,AND PRECAST REINFORCED CONCRETE COVER FlNISI GRADE TO THE ASSIGNEES OF THE LENDING ANSI1- BURIED 1' DEEP m1n.2' DEEP max:' 24'dia. LOCKING.WATERTIGHT g INSECT PROOF CZEV 2&� TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. ' CAST IRON COVER TO.GRADE . . C,gryp MIN. 4'dia. 20'min. MIN. 4'dia. "4 1 3 AND ORTHE tEASNEMENTSCE OF ROF ECORDIGHT •ff Y Lid. No. 50467 APPROVED PIPE 20-mIn •20'min TOP E1,+23 3' ' ••. . PITCHED 1 4' 1' TOP ELEV. 24"5' �•. APPROVED PIPE - AN SHOWN ARE NOT GUARANTEED. e -� w o PITCHED 1/8'/1' • 3' CLEAN I INVERT INVERT ' CONil/IR Nathan Taft Corwin III ELEV. . ELEV. & Land Surveyor ( SEPTIC TANK (1) - - '.:i•:. FLOW BAFFLE ' 1' MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. d '. ° LEACHING POOL ' TANK: 8' DIA. X 4' EFFECTIVE DEPTH Successor To: Stanley J. [so n.Jr. L.S. 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA Joseph A Ingegno L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. I - t0'� HIGHEST EXPECTED- w 1 POOL. 16' DEEP, 8' dia. . e -�--`I Tithe Surveys-Subdivisions - Site Plans - Construction Layout 3. WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP,THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4. GROUND TWA B01T0M 2 LEACHING POOLS ARE TO-BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. ELEV.fr.&_'; LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. • PHONE (631)727-2090 Fox (631)727-1727 -4.ALL JOINTS SHALL.BE SEALED SO THAT THE TANK IS WATERTIGHT. - _ 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). S.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL.IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF*1/47 � � ' 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL - • 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16 6.A to' min. D)STANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALT. BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 11947 ` Generated by REScheck-Web Software Compliance. Certificate Project Heidtmann Pool House Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 319 ft2 Glazing Area 26% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 120-Caiola CT. Anthony Portillo Anthony Portillo Greenport, New York 11944 AMP Architecture PLLC. AMP Architecture PLLC. 1075 Franklinville Rd. 1075 Franklinville Rd. Laurel, New York 11948 Laurel, New York 11948 516-214-0160 aportillo@arnparchitect.com aportillo@amparchitect.com Compliance: Passes using UA trade-off Compliance: 7.1%Better Than Code Maximum UA: 112 Your UA: 104 Maximum SHGC: 0.40Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 319 38.0 0.0 0.027 9 FRONT WALL:Wood Frame, 16"o.c. 160 21.0 0.0 0.057 5 Door: Glass Door(over 50%glazing) 68 0.300 20 SHGC: 0.40 Window 1:Vinyl Frame 4 0.300 1 SHGC: 0.40 LEFT WALL:Wood Frame, 16"o.c. 185 21.0 0.0 0.057 7 Door 1: Glass Door(over 50%glazing) 24 0.300 7 SHGC: 0.40 Window:Vinyl Frame 30 0.300 9 SHGC: 0.40 REAR WALL:Wood Frame,16"o.c. 152 21.0 0.0 0.057 7 Door 2: Glass Door(over 50%glazing) 24 0.300 7 SHGC: 0.40 - RIGHT WALL:Wood Frame, 16"o.c. 185 21.0 0.0 0.057 9 Window 1:Vinyl Frame 30 0.300 9 SHGC: 0.40 Floor:All-Wood joistfrruss 319 21.0 0.0 0.044 14 Project Title: Heidtmann Pool House Report date: 07/15/20 Data filename: Page 1 of 10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Compliance Statement: The proposed building design described here is consistent pith the building plans,specifications,and other calculations submitted with the permit application.The proposed buildMements to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato the REScheck Inspection Checklist. ANTHONY PORTILLO,RA 7-15-20 Name-Title Si nat r�� C� 0 Date f* 0 9� 037405 A F Op NES Project Title: Heidtmann Pool House Report date: 07/15/20 Data filename: ,Page 2 of10 d APPROVED AS NOTED nn DATE: B.P.# S60 Must provid Manuals FEE: ' � BY: D, J and as per I,!OTIFY BUILDING DEPARTMENT AT NYS Ener Code 5 1802 8 AM TO 4 PM FOR THE LOWING INSPECTIONS: 1 OUNDATION - TWO REQUIRED FOR POURED CONCRETE ROUGH - FRAMING & PLUMBING INSULATION Blowerdoor �. .1-!NAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. end du work ALL CONSTRUCTION SHALL MEET THE testing r uired. REQUES OF NEW YORK STATE.r NOT RESPONS OF THE DS BLLE FOR DESIGN OR CONSTRUCTION ERRORS. ! ke� n 0 4 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES w AS REQUIRED AND CONDITIONS OF = j DO NOT PROC D WITH v ` FRANIII`!G UNTILaURVEY w BOARD OF FOUNDATION )CATION = J S L, i v ,, ^US1 EE$ HASSEE��'APE' .OVED. .� OCCUPANCY OR z USE IS UNLAWFUL �r .s+ �'VITHOU T CERTIFICATE ELECTRIC/' ,. I I 'INSPECTION RE IRED OF OCCI., , .ICY pLt tl"r.R C RTI ICATION DIMfIAGE INSi'ECTIOINS ARr REOUInED O"J LEAD+CO: TENT BEFORE Contact TOS Engineerlrg at 765-1560 before CERTIFICATEDF OCCUPA"�-'y Caxckfill,On Provld� En irnrr's Cc:�ilficaatien SOLDER U D IN WATER t"lAt the drrinege has bin installed to Co&. SUPPLYS TEM CANNOT EXCEED , All exterior lighting Installed, replaced or ,PLUMB VrC repaired shall conform A L PLUrG�BIN 'NAS.77 t#�Chapter 272 & WATER LIN, N1rE of the Town Code TE"��ItplG�3EFaEi Qui:..(N A r Z cW cC C O V W Q �W�y LL -DA l ` q Q3Y74O''' yam F ��N J. ARCHITECTURE ANTHONY PORTILLO, R .A. LEEDAP PROJECT: . . r �'.., 1 ....�.._.� .- _ ..,."., "..- ..._ mswu ....�:. ..._ ..w,«...-•.w�..., ...,.o.,r.�:.,.arr t.. ..m. .v..��iaj:.-aa..-.1£i.e.:.,.r'..u&.�tiau•. .;s+i.:.�'«:;....`2h... :w�.`,,,3;.•s,r...aµ'i.:v6:1r z:::,axa.�.di:,;'ae`. ��xae:�es:.. ,.6i� .� ac.� ytN`77",4' . ti.r�a+,.......-..,,w.s�.«,. ..i.... .aa.....:.a '"' '' aa,±..a.a:.,:aes«s u,.xwa.�wa -.�„-r,...'+ ...sw..J-"s.-...�...a.�.m.,zui�rars,::u.�.:et..�...:.�.iw...,. ..-ew:..a:a_�..,/au,..tnu.i.r,�.�.....�_:.:i�,;,a.umtdwtw5.3:�.Sa::-..i.m'�a..urr..is.,LL�.�rw�;�ea�� aMwa':wti'v.,; :�sitw. «.,rte .. E;.`s -,4::��S...s.> s '�.. ,,. •��"u:.Y •,^:,: .w*4h+g7bG`Nsenaw.<*9n+*„os.+imv'i**+-Yw.Y 'a^.�a. 3AB 7'�6`n^.c��a .r ..•a.. _ -a+.`.+.n ...._..__,. - - �rsr�,as..��+► .era"�Sya� - + "4S H EI DTMAN N Q.g ,3x�H y : 1.075 FRAN LINVILLE ROAD 204" 25TH STREET UI 2 POOL HOUSE LAUREL, N ,Y, 1BROOKLYN , 32 120 CAI OLA CT. LLC 0.5 .6-214"-0160 0:5152 o160 GREENPORT, NY 11944 DRAWING TITLE: TITLE PAGE PAGE: 1 miuo DATE: 03/23/20 1 OF 7 I CARPENTRY PLUMBING . NOTES $ Si�EG I�I GATI ONS 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FAOE OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING GORE AND NYG DEP REGULATIONS AND NYG IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED TO&ETHER AT ALL TIMES. IT Is AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE I8" ABOVE SCRATCH GOAT. MAINTAIN BUILDINGS BULLETIN 2008-005. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION STRUGTURL DSS I CSN L ODDS GENERAL PROVIDE SILL SEAL/IN5ULA7I0N. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb° AND AT BASE OF VERTICAL WASTE PIPES. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. USE LIVE LOAD DEAD LOAD APPLICABLE BUILDING DEPARTMENT. 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 4. AT FLUSH FRAMING USE 16 6A6E METAL JOISTS HANGERS BY "TECO" OR FOOT. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL, OO GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWSUNLESS oTHERW1sE NOTEDEXTERIOR BALCONIES 60 psf 15 psf , : STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" DE0K5 40 psf 15 psf 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - LAVATORY...............................................2" AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2' PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. - TOILET........................................................3" A-200 HOLDOWN ANCHOR BOLT OF THE OWNER/BUILDER-7. ALL BEAMS, GIRDLAUNDRY .................................................2'ERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING - FLOOR DRAIN..........................................3" ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf STRAPPING & NAILING DETAILS 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" A77I1-5 WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING THROUGH ROOF. WITH THE WORK. 11. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf P.T. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 6 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P"�e ®O SITE PLAN DRAIN COCKS AS REQ'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW UNLESS APPROVED BY THE ARCH ITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. SLEEPING ROOMS 30 psf 15 psf PROJECT/ZONING DATA ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION KITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STAIRS 405f IS psf BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. p APPLICABLE. 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL GUARDRAILS AND HANDRAILS 200 psf 15 psf FOUNDATION PLAN 9HEALTH DEPARTMENT STANDARDS AND REGULATIONS. . DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. FLOOR PLAN 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JUR15PIC71ON PRIOR ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. p 15 psf FOR CATH. ROOF PLAN CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH m ELEVATIONS w AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) � PERMISSION FROM THE ARCHITECT. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROS5 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS ELECTRICAL:RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM V 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY LLI 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 CONSERVATION CODE. F- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SECTIONS V I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. COMPLETION OF WORK. DETAILS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK J BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: Q THROUGH A-3 - GENERALLY, VERIFY OR PROVIDE HARD WIRED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPEN5A-ION AND GENERAL SMOKE DETECTORS w/ BATTERY BACK-UP IN: LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. AND ORDINANGE5. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB A. EACH SLEEPING ROOM °;'�, 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORFLOOR SHALL NEVER EXCEED A I6" SPAN.K OF B. OUTSIDE OF EACH SEPARATE SLEEPING THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AREA IN THE IMMEDIATE VICINITY OF COMPLETION OF PROJECT. AS PER PAGE A-I THROUGH A-3. THE BEDROOMS (GENERALLY THE HALLWAY) " 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN G. EVERY LEVEL OF DWELLING M ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD (BASMENT, FIRST FLOOR, b SECOND FLOOR, ETC) AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES ARI5IN5 OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ASPHALT ROOFING SHINGLES 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 SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER SHINGLES OR APPROVED EQUAL. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: LINE. b 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN 1.41E MICROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE G-P LAM 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF PSL (PARALLEL STRAND LUMBER) DENOTES CONSTRUCTION. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS J015T MGMILLIAN 2.OE PARALLAYi BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFAGTURER'5 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR SPECIFICATIONS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22, FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 5. NAILING OF ROOFING SHALL BE TO GORE. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGES A-1, A-2, b A-3. THE FASTENING SCHEDULE AUTHORIZATION OF THE ARCHITECT/ENGINEER. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPERSEDE THE FASTENING PERMITTED SCHEDULE). NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE 7 PERTAINING ARE TO BE FIELD VERIFIED. HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED CABLE DETAILS ff MANU. SPEG.'s). . PROVIDE (2) LAYERS OF I5# ASPHALT BUILDING FELT UNDERLAYMENT FOR HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2:12 PITCHES TO 4:12 PITCHES 20. CONTRACTOR TO REMOVE 6 RELOCATE AS REQUIRED ALL EX15TINO WORK 23. COLUMN BEARING AS FOLLOWS: 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, THE SEALANT TO UPLIFT FORGES U51NO A5TM D (6381. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD b FLASHING. STEEL COLUMNS AF.E TO BEAR UPON FOUND. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 6 A MIN. 3/4" OF NON-SHRINK GROUT 51TE WORK SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). RECEIVE CLARIFICATION FROM ARCH ITEGT/ENGINEER PRIOR TO PROCEEDING. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE COPYRIGHT PROTECTION ACT OF IQgO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUE5) d ANCHOR BOLTS, STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG STOCKPILE ALL EXCAVATED MATERIALS. FOUNDATION. CONCRETE, AND MASONRY w/ b" LI RISE 8 w/ (2J g/4"� BOLTS THROUGH CENTER NE OF VERTICAL LEGS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SET 6" DISTU.O.N. - ADDITIONAL INFO. IS FOUND LPAGES RT THROUGH A-3. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ., . . . APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT'., U.O.N. CLEARANCES ARE PROVIDED. CODES AND REFERENCE STANDARD: IZ i I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY OTHERWISE NOTED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, MAINTENANCE CODE. p U 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. UNLE55 OTHERWISE NOTED. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 MANUFAGTURER'5 SPECIFICATIONS. CONSTRUCTION MANUAL BY AF d PA. Q UNTIL 151 TIER OF FRAMING 15 IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ENERGY CONSERVATION CODE. CODE. 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL 5LIDING GLA55 DOORS, WINDOWS, OR 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL SOLID WITH CONCRETE. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 A DAYS OF 4,000 P.5.1., U.O.N. 5. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS �'`��� SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ` q M ,. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH �� s 0,� 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH I ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE n `� 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCHit THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, �t (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E&RE55 J�� REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE E>CTERIOR. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE * `➢ �� TEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. GYPSUM WALL BOARD I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES I. OYP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT PROJECT: OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENGINEER. NO COMPOUND METHOD. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE H EI DTMAN DEEMED APPLICABLE. ARCHITECT/ ENGINEER. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS WHERE EVER APPLICABLE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET POOL HOUSE IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING IQ. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL MIN. 10' DEEP PROJECTING b ON EACH 510E OF THE FOUNDATION WALL. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 4 FINISH JOINTS, J-5EAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 120 CAIOLA CT. CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS EENPORT, NY 1.1.944 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. AS IN SOLID k SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 5 METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DEEP a 3'-0" BELOW GRADE. ALL OPENINGS. DRAWING TITLE: b. FASTEN GYPSUM BOARD AS PER FA5TENING SCHEDULE ON PAGE A-1. GENERAL NOTES PROJECT/ZONING DATA PAGE: A JLo ffAow&IL A is mum DATE: 03/23/20 2 OF 7 FASTEN I NO SCHEDULE A C.,ONSTRUr_,,T I ON DETAILS NIND LOAD f=ATH AN�HOR BOLT SF❑(f-, F7GAT ONS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (5EE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, SONNE(f.,T I ON DETAILS AND ROUGH OPENINO FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERN15E NOT TO SCALE SPECIFICATION (WFGM TABLES 5.2A 4 5.28, P. 112) CORNER b"-12" FOR ALL STRUCTURES: CONDITION s �, �, DESCRIPTION FASTENER SPEC. FASTENER 39" /b (P ANCHOR BOLTS 6 3c O.G. AND QUANT 1 TY 5PAG I NO •' ROOF a CEILING FRAMING ry NOTES: ' RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JOIS WOOD JOI I. MIN. -1" EMBEDMENT INTO CONCRETE W 5" SQUARE WASHERS AND END NUT SETUP; GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL JO I ST HANOE END TOP TWO COURSES SOLID CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP GIRDER/HEADS OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO 6 CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-501 COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER 7"*rFIC,,AL NA L_ NO/5TRAFF I NO REOU REMENTS FOR WALL FRAMING UFL I FTS SHEAR/ � LATERAL W I `lD RES 15TAI `l�❑ TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT Lu TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE p TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" o.G. U W HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDCE5 V WALL STUD WALL STUD CONNECTION DI D2 4 = BOTTOM PLAT BOTTOM PLATE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTOM PLATE TO FLOOR J015T, BAND JOIST, I'2 Q BATHTUB SUB FLOOR ENDJOI5T, or BLOCKING (PAGE-NAIL) 2-I6d COMMON PER FOOT DOUBLE JOIST DOUBLE JOIST AT STUD TO FLOOR ASSEMBLY TO SILL ...-- "•"• � � FLOOR FRAMING PLATE(5) CONNECTION: JOIST TO SILL, TOP PLATE or 6IRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOR STRAP - 5 8 d COMMON NAILS 6 EA. �¢ . ,"-•:: END OF STRAP (WRAP 57RAP UNDER SILL PL.) BRIDGING TO J0I5T (TOE-NAIL) 2-8d COMMON EACH END D I `�"� ° • FOR EA. PLATE TO STUD ABOVE B OR BELOW - v _2 _16_ d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NO WALLS '` ° BLOCKING TO SILL or5-I6d COMMON EACH BLOCK ''^• ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) �`''••, ° � a FLOOR CONNECTION w/ # LP74 SIMPSON (OR EQUAL) 6 PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J015T 57ANDARD/AL7ERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOIST K I NO STUDS BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT RAFTER CRIPPLE STUD ROOF SHEATHING � I O/� W I NHEADER STRUCTURAL PANELS, (SEE ALSO GRAPHIC, 8d COMMON 6" EDGE / 12" FIELD HEADER I�lA I L I I O/®jTRAFF I� l� DOW/DOOR I INTERIOR ZONE THIS SECTION) Sd COMMON b" EDGE / 12" FIELD PERIMETER ZONE TOP PLATE (4" O.G. 6 GABLE RAKE O.HJ_ JACK STUDS NOTATION: A- NUMBER OF bd NAILS ® EA. END OF 5TRAPPIN6 (3.7, P. 15-1-2001) CEILING SHEATH I NO WALL STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.238,P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS =_ 0 EA. 51DE OF HEADER (5.23G,P. 193 - ALTERNATE,�3.25D, P6. 194 -2001) GYPSUM WALLBOARD 5d COOLERS ?" EDGE / 10" FIELD D- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.7, P. 151 4 WORK5HEET-2001) ---- E- NUMBER OF JACK STUDS ® EA. END OF HEADER (5.22F, P191-2001) WALL SHEATHING D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNEOTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION TO------ TO END OF SILLS) ® EA. SIDE (DOES NOT APPLY TO DOORS) -- G (3.8, P. 157 d WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON 6 EDGE / 12 FIELD B FASTENING SCHEDULE B 6YP5UM WALLBOARD 5d COOLERS T' EDGE 10" FIELID WVD RESISTANT GO 57RUC-7ION �0NN❑�TORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI R I DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LE55 Sd COMMON b" EDGE / 12" FIELD GREATER THAN I" ROUGH IOd COMMON 6" EDGE 6" FIELD /RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER OPNG B c D E F w RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I I I I o 4'-0" 4 1 2 2 2 2 AI ��HOR BOLO I SfE� I F I GATI OI 5 0 PLATE-TO-WALL STUD 0520 @ I8" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2IN.) (MIN.) b'-o" I 3 3 3 3 0 REQUIRES (3) 2"x12" HDR (MIN.) HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD -7 2 3 4 4 4 b"_12. CORNERLu CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD CONDITION 39. SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 511:;)EWALL END 1ST. FLOOR-UNDER'-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE r.�F.Rr �, c l (USE WITH 5 SQUARE WASHERS) y� USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RE51STANT CONSTRUCTION. 5I L=g� }� I I C I�l0 OF TO� f LATE END FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CONDITION N TOP PLATESPLICE LENGTH PLAN DIAGRAM OF ZONES TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS DONT I NUOUS BUILT—UF' ORDERS,RD�RS, THR�� OR MORS SU�fi�ORTS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - ALL OTHER GASES ONE STORY SLAB ON GRADE PROJECT: CONNECTION PATTERN SCHEDULE — ❑ BUILDING MINIMUM SPLICE BUILDING MINIMUM 5PLIGE'"' APPLIES BE�Y4VEOF Ab CONNECTION DESCRIPTION ASSEMBLY REQUIREMENTS: DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) DTM'•'AN PATTERN MAX.32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER I2'-0" 3'-0" SPECIFICATION (WFGM TABLES 5.2A 4 5.2B, P. 112) A (2)Rows IOd NAILS® 12"O.G. P 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS JOINTS ARE TO BE LOCATED BETWEEN ONE FOR ALL STRUCTURES: POOL HOUSE B (3)ROWS IOd NAILS m 12"O.G. 5IXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-9" 16'-O" 4'-O" 5/b"4) ANCHOR BOLTS 6 3c" O.G. INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, (2)ROWS 1/2114P BOLTS• 12"O.G.STA66ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-O" 20'-O" 5'-0" G TWO-PIECE DBL.• ENDS TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. -- UP 6IRDER MAX.32" 120 CAIOLA CT. BUILT P D (2)ROHS 1/2,14)BOLTS o O.G. NAILING: 24'-O" 4'-o"/s'-o" 24'-0" 6'-0" NOTES, GREEN PORT, NY 11944 -- E l2)Rows I/2" BOLT5® 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE „ „ BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE 28-O” 5'-0 /.51-511 28-O' 7-O I. MIN.7" EMBEDMENT INTO CONCRETE F (2)ROWS 3-3/b"TRU55LOCK SCREWOTHERS STAGGERED WITH A N OF 16 INCHES S m 12"O.G. a 1/4 OF w/ 3" SQUARE WASHERS AND END NUT SETUP; DRAWING TITLE: BETWEEN NAILS IN A HORIZONTTALAL LINEE;; OR GIRDERS ARE SCREHED ON(1)SIDE OF MEMBER 52'-0" 6'-O"/7'-6" 52'-0" 8'-O" 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL (2)ROWS 3-3/b"TRUSSLOCK SCREWS® IIb"O.G. HOEDOWN ANCHOR BOLT G TO BE NAILED FROM EACH SIDE w/ IOd NAILS TWO NEAR TOP TWO COURSES 50LID SCREWED ON(I)SIDE OF MEMBER ' f f (2)ROWS 3-3/b"7RUSSLOGK SCREWS m 24"o.G. EACH END OF EACH JOIST, OTHERS STAGGERED A A 1.CONNECTIONDSPLICE US N6 2-16cl NAILS ASSUME TOP ER OOT.FOR SHORTER TER SPLICE-TOP PLATE36'-O" 7'-O"/8'-9" 36'-O" `I-Oll 2. ANGHOR5 NOTED HEREIN ARE NOT TO BE USED FOR STRAPPING, & NAILING DETAILS H P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. SCREWED ON(1)SIDE OF MEMBER LENSTH5,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO OR REPLACED BY HOLD DOWNS FOR SHEARWALLS THREE-PIECE " " " " " STRUCTURAL DESIGN LOADS (2)ROWS 5"TRUSSLOCK SCREWS• 12"O.G. PROVIDE AN EOUIVALENT NUMBER OF NAILS O-O 8-O 10-O O-O I I'-O J BUILT UP 6IRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS SCREWED " BOTH SIDE OF MEMBER 2.TABULATED SPLICE LENOTH5 A55UME A BUILDING LOCATED " !2)ROWS 5"TRU55LOGK SCREWS• Ib^o�.G. � ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING IN EXPOSURE B 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" b 12" K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ FROM ENDS AND CORNERS (TWO 6 CORNERS) (2)ROHS 5"TRUSSLOCK 5CREH5 0 24"O.G. BETWEEN 1/6, A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LENOTH5 ARE BASED ON b FOOT WALL (5EE DIAGRAM TO LEFT) L SGREHED ON BOTH SIDE OF MEMBER E 1/4 OFA HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT Ib'-O" HORIZONTAL LINE. LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 4. COORDINATE w/ HOLDOWN LOCATIONS PAGE: NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70'-O" I4'-O" 70'-O" la'-O" I.BEAMS E HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): N IL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER d CONNECTION PATTERN 'B'HHEN 10"OR LARGER P GIRDER. 9' WALL- 1.125 20u Ib'-O" 80'-O" 22'-O" 10'HALL- 1.25 2.WHEN 5GREKN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: II'HALL- 1.375 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 6IRDER P 12'HALL- 1.5 THI5 COLUMN N/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0"HALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL DATE: 03/23/20 3 OF 7 H >`'ROJ�GT1 ,ZON 11�� DATA TAX MAP # 1 1 ZONING D 15TR I GT R-40 NON-CONFORM I NC LOT - aWE`��NG LOT AREA 28,20 S.F. o LOT � -,C\ ( -- PROPOSED DWELLING , q FEN ��NK FENCE -- p5 .55 cNP` POOL HOUSE AREA S��.S S.F. N ----- �(O x26.1�1 O DESCRIPTION AREA GO\/ERAGE wi • J °� TOTAL LOT AREA 2a,2-71.0 S.F. PROPOSED HOUSE (INCL. w ZO•T 2ND FL. BALCONY 3,215.0 S.F. 11.4% _ J GARAGE) --- --_- --- ( � ) PROPOSED BASEMENT Q 84.0 S.F. 0.3% r �' °`� °Q� I ENTRANCE w..:r 00 0 C)�`� PROPOSED POOL 800.0 S.F. 2.8% 9 y 0J a^ PROPOSED POOL HOUSE 350.0 S.F. 1.2% TOTAL AREA OF ALL PROP. POOL STRUCTURES 444q.0 S.F. 15.-7% HOUSE 13.6' �, .0 s�,,, I �' MAXI MUM CO\/ERAG E ALLONED = 20% ��' OG PROP. 2 STORY PROP. x24.8 z z '�O 7i� R\ GARAGE POOL U '1/ 4p lL (6 BEDROOMS) Y Q� Q _ 3 212 > ci 50FT. Z •S 3 R, 6 : •20 _ �q LOT AREA = 28,2-71 S.F. S.F.; R-40 NON-CONFORMING OON �o as x23 5 Q41F - — �CO C �N� e0k M�i� x24.5 x26.1 REQUIRED PROPOSED COMPLIES x23.1 CA MAJOS' X. HE I C HT--- --- - 18 18.0' YE5 ° �P�� SIDE YARD I O.O' 15.6' YES R=: 60. 009 $�� SauARE � � L=48-209 �5o s.F. 35o s.F. YES n (2) WATER x24.ci — VALVES 4 'I FOOTAGE x23.3 x25.3 m D F !`7 m� CO UND n Z NC. MON. ►`� ° co 77, 00) 1 51 o Z W x24.7 (� O O o x24.6 FOU D ZC�4GASIN CFOUND �CONSO • 16 • 3NC. MNc 6 VAC aw o 24.0 or � ARC c v• �. hil, DWELLING °� — 0 F\ -PTA7 p �C.B o VACANT PROJECT: 4 5 1 TE FLAN H EI DTMAN N SCALE: 1" = 20'-0" POOL HOUSE SITE LAYOUT NOTES: 120 CAIOLA CT. I. THIS 15 AN ARGHITEGTS SITE PLAN 15 GREENPORT NY 11944 SUBJECT TO \/ERI F I GAT I ON BY A L I LENSED 5UR\/EYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE DRAWING TITLE: ARCH I TECT'5 BEST OF KNONLEDO E. SITE PLAN 2. 5UR\/EY INFORMATION NAS OBTAINED ZONING FROM A SUR\/EY DATED AUGUST 22, 2018 AND PREPARED BY: NATHAN TAFT GORNIN III 1586 MAIN ROAD PAGE: .JAMESPORT, N.Y. IIg47 TELEPHONE: (651) -72-7-20ci0 A-�l DATE: 03/23/20 4 OF 7 0EI ERAL 5 I �50L I\ I : r _ A EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE J NEN WOOD FRAME (L.G. GO DETECTOR -- —1 STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED 5MOKE AND CARBON 5M/CO MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. STL. W BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER O O O Q � 50 G.F.M. EXHAUST ' ® MIN. (2) 2"x4" 5TRUCTURALFAN 4 LIGHT GOMBP EL Q POST FOR 4" WALLS N A w/ DAMPER I 5 (MIN. (2) 2"x6" 5TRUCTURAL POST FOR 6 WALLS), U.O.N. " la-2 PROVIDE 51MP50N PHD5 m HOLDDOWN ANCHORS 6'-O" 4'-b" — - - - - - - - - - - - - - - AT ALL CORNERS THROUGHOUT -3_5� 2 2"x8,- BENCH ' ( ) HDR LT7 PROVIDE VENTS IN �� I " DIAMETER ANCHOR NEW POOL — N4_II" BOLTS W/7" MIN. DEPTH f — FOUNDATION AS 1_�j„ ®48" O.G. W/ MIN 3"x3"�" G REQUIRED BY CODE N ACC 551 INTO O 40 50.FT. N - CRAWL FROM I WASHER ® PLATE _Ro- rFAV4L b I I O �; ABOVE NEW DRESSING NEN i ryBATHROOM AREA I LIFT UP PANEL ' w I) _ II N1 5 66 SQ.FT. LFO CRAWL SPA W FLOOR PLAN NOTES I I 5P�4G� �' 2-2xlo FLUSH OUNDAT ON WALLEPROV. <, O 2-#4 REBAR IN FOOTING (2) 2"x8" IS-a O TO JOIST / Q. . HDR 17 DOOR NOTE: I LVL /I PROVIDE BEAM POCKET 3 xb SLDR 8-� O I. INSTALL NEW SLIDER WHEN GALLED OUT ON ROPPED II II IN FOUNDATION WALL; FW— PLANS To BE SELECTED BY OWNER. I �IRDER SIZE A5 REQUIRED d TAR _ Ig'-4" V 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED m _ _ _ ALL SIZES m OUT ON PLANS BY 'THERMATRU' (OR EQUAL). ' I - = -- = = iA 4 55.DOOR TYPE To 5M/G J 3.PROVIDE (2) 2"x95" HDR.,U.O.N. DAMP PROOF 4.INSTALL AS PER MANU 5PEG.'s 4_5 18'x18'xl2" 8_I 18"xl8-4" OF FOUNDATIONLECT HALLPERIMETER 0 5 4 1 O Q0. ;,•- a I f(CONTINUOUS AROUND) 1 NEN 0 ';yz aa� 2 PAD GONG. PAD GONG. 0 GREAT ROOM A I G NOTE: FOOTING FOOTING 10 x . 200 SQ.FT. A) STAIR B R IL N X= O 1. ALL NEW STAIRS SHALL HAVE MAX. 7-5/4" RI Q I ry d MIN. 10' Tr - RI5ER5 SHALL BE CLOSED 2. 42" H16H GUARDRAIL b SPINDLE SPACING 4° POURED I NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; -71 56" HIGH HANDRAIL $ SPINDLE SPACING NOT I CONCRETE TO ALLOW PA55AGE OF A 4 m SPHERE I SLAB ON i 5. 6RIPPA5LE RAIL AS PER CODE I — I -60 COMPACTED SMOKE DETECTOR / GO DETECTOR NOTES: ( (2) a.5" LVL HDR _ I 5- 5 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT — — — — — — — — — — [TQ 2 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR — _ — — 10 xb SLDR ❑ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE O O 2 WINDOW NOTE: Q Q `fl O I. ALL NEW WINDOWS d DOORS SHALL BE Q Q ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #a IN �)j'') �I PLAN "GLASS WINDOWS AND DOORS" ON PAGE A-100 FOUI ` rL ATI OI `� PLA `� FLOOR FLAN 2.IF CASEMENT WINDOWS - ALL G5MNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN SCALE: I/4" = I'-O" 5. IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 5GALE: 1/4" TILT WASH 4.ALL GLAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. E6RE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING GORE, SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: O NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM Q NET CLEAR WIDTH................. 20" MINIMUM NEW 5"x2" ALUM. GUTTER 4"x5" ALUM. WINDOW / DOOR FRAMING: DOWNSPOUT HIGH POINT CUTTER(TYP) I' O" TYP. O SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. m NEW EXHAUST FAN SHALL BE INSTALLED WHERE — — Ob VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 5PACE5 AS PER NYE, MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPEG5 ONEW CRAWL SPACE ACCESS - LIFT UP 10 v I Z ti 1. 1 HR FIRE RATED I x = ►- x , I 2 2.DBL. FRAMING WHEN NEW OPENING N `fl N 5.INSTALL A5 PER MANU. 5PEC.'s ( Ko ® I p a 4. CONSULT H.O. FOR PRECISE LOCATION I z z I U OF ACCESS (2) 2"x4" P05T TO I I (2) 2"x4" P05T T4 H RIDGE I I RIDGE NEW (2) 2"XIO" RIDGE I lu I � I a I Elo a:12 PITCH I 9:12 PITCH (P r L — - - - - - - �T�, 0 1405 O m m PROJECT: 0 Q H EI DTMAN IN ROOF FRAM I NO PLAN POOL HOUSE SCALE: 1/4" = I'-O" 120 CAIOLA CT. GREENPORT, NY 11944 DRAWING TITLE: FOUNDATION PLAN FLOOR PLAN ROOF PLAN PAGE: A-400 DATE: 03/23/20 5 OF 7 OENERAL FERAL 5"-r��50L <E`r : F-XI571NO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR yM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. co DETECTOR STL. WHEN APPLICABLE) � HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. SM/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FL FAN 4 LIGHT GOMBP P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. 12 m� A W �n� Q u 4 End w RTTI HARDIEPLANK LAP F SIDING'T' WIDTH VEROAL 5O NG 48 M WIDTH EXPOSURE EXPOSURE (SMOOTH) ' (SMOOTH) - - PIG P4050 i NORTH ELEVATION (FRONT) NEST ELEVATION ( LEFT SIDE ) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" _ .__....._._ . __. Lu_ w � a 0 j w HARDIE:PLANK LAP cr SIDING 1" WIDTH HARDIEPANEL EXPOSURE (SMOOTH) VERTICAL 51MINO 48" WIDTH EXPOSURE o (SMOOTH) PIG P405O a vt. O .i LL 374 yG SOUTH ELEVATION (REAR) EAST ELEVATION ( Rl(5HT SIDS ) PROJECT: SCALE: 1/4" = 1'-0" SGALE: 1/4" = I'-O" H EI DTMAN N POOL HOUSE 120 CAIOLA CT. GREENPORT, NY 11944 DRAWING TITLE: ELEVATIONS PAGE: im A-50U DATE: 03/23/20 G OF 7 OEI ` ERAL I �50L < I _ EX15TINO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME (L.G. CO DETECTOR STL. WHEN APPLICABLE) r NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/GO MONOXIDE DETECTOR COMBO N/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER AUST ® MIN. (2) 2"x4" STRUCTURAL FL FAN # LIOHTHGOMBP P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" 5TRUGTURAL POST FOR 6" WALLS), U.O.N. SECTION NOTES TOP OF RIDG_E_____________________ OTYPICAL EXTERIOR WALL CONSTRUCTION: ELEV. +18.0' 3 I • UPON "TYVEK" HOUSE WRAP (OR EQUAL) R.R. PER PLAN • UPON 1/2" ROUGH SAWN PLYWD. SHEATHING (BLOGKIN6 ® ALL PLYWD SEAMS) W • 2"x4" ROUGH SAWN STUD FRAMING ® 16" O.G. w/ DBL. TOP PLATE FILL-IN 5" SPRAY FOAM INSULATION R-21;PER 2015 IRO ENERGY CODE TABLE R402.1.2 �� o F— uj ` TYPICAL ROOF 8 CEILING CONSTRUCTION: v\ A OzNEW 2X4 F- - R.R., b G.J., AS NOTED ON PLANS (® SPANS ` , OVER e' INSTALL "X" BRID61N6 ® CENTER OF �/ 2 NEW R-30G BATT SILL PLATE INSULATION SPAN,U.O.N) TOP PLATE _ BETWEEN CAVITIES J • 1/2" PLYWOOD FINISH • FILL-IN BATT INSULATION MI -55; ER 2015 ELEV. +10.4' ________ (� 177 NEW 2"X8" P.T. RIM JOIST Q IRO ENERGY CODE TABLE 40 1.2l \ NEW F.J. AS PER PLAN NEH (2) 2"x4" P.T. SILL PLATES • CONT. RIDGE VENT GONGEALE w/ P ` ` I `; U PON SILL SEAL UPON SHINGLES OVER POOL HOUSE COPPER TERMITE SHIELD * UNHEATED 5PAGE OROOFING NOTE: .� • �. NEW 5/8" 0 HOOKED I. YY GDX PLYWOOD SHEATHING (BLOGKIN6 ® ALL4 ANCHOR BOLTS ® 3a" O.G. PLYWOOD SEAMS) 2.INSTALL NEW ARCHITECTURAL STYLE .A* ENDNUT 'TIMBERLINE' ASPHALT ROOFING SHINGLES BY � 3" SQUARE WASHER � I ►n� . 'GAF' OR EQUAL;MIN. GRADE 240#, 50 YR I" GRADE WARRANTY. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF #5 VERTICAL • Ij • • �' � � � �'� ��"� : STUD WALL AND AT VALLEYS 5.INSTALL 15# BUILDING FELT REBAR 60" 4.GAP SHINGLE OVER RIDGE 6 HIPS (AS REQV) FLOOR_FINIS_H `II 5. PROVIDE RIDGE VENT (AS REQ'D) ELEV. +0.6' (4) #5 HOR. CONT, 6.FLASH ALL VALLEYS 5 REBAR TOP AND II ---- "fQ . INSTALL DRIP EDGE AS REQ 5.INSTALL ALL A5 PER MANU. SPEG.'s'D AVBOTTOM OF WALL - -- G. GRADE a F.J. PER PLAN NEW 4" POURED GONG. ELEV. +00 SLAB OHORIZONTAL SIDIN6 NOTE: A I. INSTALL NEW HARDIEPLANK LAP 51MINO 7" WIDTH EXPOSURE (SMOOTH) o ; k a t.� 2."TYVEK" HOUSE WRAP (OR EQUAL) CRAWL SPACE O 1 k II 3.INSTALL ALL AS PER MANU. SPEG.'s NEW 4" UNHEATED 5PAGE 1 ~, 2 y. �.'�-A.c JJ 4.PROVIDE ALL NECESSARY TRIM FOR PROPER POURED INSTALLATION GONG. SLAB { (o ML. IPOLY MOISTURE RETARDER- �_ __+!_•_�;_t . A. 4" GRAVEL BASE, VERTICAL SIDING NOTE: PROV.ICLEAN I I I. INSTALL NEW HARDIEPANEL VERTICAL SIDING `"COMPACT FILL 45" WIDTH EXPOSURE (SMOOTH) I j ! -6 i —if) ---I 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'5 PAD GONG. ' 4.PROVIDE ALL NECESSARY TRIM FOR PROPER FOOTING INSTALLATION FIRST FLOOR CONSTRUCTION: O I. FINISH FLOORING TO BE SELECTED BY OWNER S GTI ON / , -�00 I (f.,RA lL SFAC E I7F_TA I L 2. 5/4" T 4 6 GDX PLYWD. 5UBFLOOR GLUED 4 SCREWED IA-600 SCALE: 5/4" = I'-O" 5. F.J. ® 16" O.G. AS PER PLAN 50ALE; 1/4" 4. FILL-IN WITH NEW BATT INSULATION MIN R-21;PER 2015 IRO ENERGY CODE TABLE R402.1.2 z w O U Q D FLOOR 5Y57EI.1 w NEW STL. GAP PL. AS NOTED WELDED TO COL.; SEE GAP PL. DETAILS NEW WOOD BEAM AS NOTED ON PLAN aED Rey NEW 3-1/2" AS PER PLAN BY �� ` ' P 51M5 STEEL (OR EQUAL) BASE PLATE 'A' WELDED TO COL.;SEE BASE PL. DETAILS FOR BOLTING N C j - NEA 4" GONG. SLAB 4" GRAVEL BASE FOS A J ,77 PROJECT: � . _ •cJ •. 'I' . rVi} 1t _ H EI Dl'lillAN t 1 a POOL HOUSE 18"xl8"xl2° E � I E 1 ( I I GONG. PAD �COMPAGTED FILL FOOTING 120 CAIOLA CT. GREENPORT, NY 11944 DRAWING TITLE: SECTION DETAILS GOLUMN FOOT 1 NO DETAIL A-600 SCALE: 5/4" = I'-O" PAGE: AL 6 0 DATE: 03/23/20 7 OF 7 OENERAL `FERAL r _ A EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. Gp DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/CO MONOXIDE DETECTOR COMBO W BATTERY BACK-UP WHEN APPL I GABLE) F- NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL G.F.M. EXHAUST �L FA FAN 8 L I GHT GOMBP P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. W cc U Lu F- U = J U J It Q Al 4" FRESH AIR VENT R- J L THROUGH ROOF O �r I PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR EQUAL) O k I AT ALL PENETRATIONS IN FIRE O Q I RATED WALLS AND I FLOORS/CEILINGS. PRODUCT U I CONFORMS TO ASTM E 814, I- I ASTM E 84, AND UL 14"7Q Q I I I HALF BATH I NOTE: ALL PLUMBING WORK NEW NEW ___—1 SHALL CONFORM TO LAV. WG. _ — I LOCAL PLUMBING CODE �^ HALF BATH O 2"r j I NEW I 1 2 1 I GLEAN OUT NOTE, I LAV. AS REG'D v ALL PLUMBING WORK 13 SHALL CNFORM To PROVIDE F.A.I. 43 -1 Q4� NEW LOCAL PLUMB NG CODE No. K G.O. 2 3�� I I IU U EGEND _I aJ I G.O. I cv l N m _—__— HOT WATER G.O. I— SUPPLY ..—..—..— Imo..–..—..—..—..—.. —..—..—..—..—..—..—..—..—.. �..—..—. GOLD WATER SUPH PLY CONNECT TO w 0 0 4" HOUSE v EXIST. u! SUPPLY SYSTEM WATER I PROVIDE "ABESGO FP200 FR 4" N MAIN DRAIN EXPANDING FOAM" (OR EQUAL) N= O H0U5E TRAP V H AT ALL PENETRATIONS IN FIRE Z lu LuU O tj U ! FFLL00R5TED /G IL NGSLLS D PRODUCT NC O N= CONFORMS TO ASTM E 814, p OQ,v ASTM E 54, AND UL 147a U Lu Q I w N f- 411 TO SEPTIC , SYSTEM I TO STREET w I (WATER MAIN D Atv-e lv ` e\ t 0 FOF NE40S PROJECT: H EI DTMAN N POOL HOUSE 120 CAI OLA CT. GREENPORT, NY 11944 FLUME31 NC RISER - DRAIN / NA57E / VENT FLUMB I NC RISER - SUFFL.Y DRAWING TITLE: SCALE: NTS SCALE: NTS PLUMBING DIAGRAMS PAGE: r 0 a DATE: 03/23/20 1 O F 7