Loading...
HomeMy WebLinkAbout48088-Z SHFFOI�'CpGy Town of Southold 11/30/2023 P.O.Box 1179 o • :�- 53095 Main Rd *xj�! . ..... _ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44791 Date: 11/30/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2455 New Suffolk Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-9-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2022 pursuant to which Building Permit No. 48088 dated 7/19/2022 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: deck with in ground swimming pool fenced to code as applied for. The certificate is issued to Karten, S Living Trt 2022 of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48088 10/4/2023 PLUMBERS CERTIFICATION DATED A riz ignature TOWN OF SOUTHOLD -�SUFFoi,�o. ao ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY s 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#: 48088 Date: 7/19/2022 Permission is hereby granted to: Karten, Susan 2455 New Suffolk Ave Mattituck, NY 11952 To: Construct deck and in ground pool addition to existing single family dwelling as applied for, with Trustees #10127 and DEC approvals. At premises located at: 2455 New Suffolk Ave., Mattituck SCTM #473889 Sec/Block/Lot# 114.-9-14.1 Pursuant to application dated 6/17/2022 and approved by the Building Inspector. To expire on 1/18/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $593.20 CO-ADDITION TO DWELLING $50.00 Total: $893.20 Building Inspector O��Of SOUr�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 Q ouffv BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karten S Living Trt 2022 Address: 2455 New Suffolk Ave . city:Mattituck st: NY zip: 11952 Building Permit#: 48088 section: 114 Block: 9 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITHi THE NATIONAL ELECTRIC CODE Contractor: Electrician: ACR Electric License No: 4178ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Spa X Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Aqualink IRS 12 Circuits / 9 Used, AutoCover 115GF1, 3 Lights 30OW 120GFI, Blower 220GFI, Heater, (2) Pumps 220GFI Notes: Pool Inspector Signature: Date: October 4, 2023 S. Devlin-Cert Electrical Compliance Form qolz o�O SOUIyO # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 Z 1NSPECTION NDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 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 7ZR;!U: Vl% 61 (owo �A 0 V DATE I &,DvZ INSPECTOR fF SOUIyo -l � ss # f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ .] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [--l-PRE G/O "-R TAL REMARKS: A.� � L� t eQ '60PA CC 04 nN A)Wje DATE q1 �-7 INSPECTOR OF SOUIyO� - - # f TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULAT�,IOWCA M [ ] FRAMING /STRAPPING [ FINAL * a— [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: C� ,T f� mw 1n -�a► S — � G v✓ DATE fly INSPECTOR pFSOUTyOlo — * # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: AS- 1.3 V f L`fi T O C 1-- -4— 1!�!'-PA DATE ® INSPECTOR c— IF /� a SO//ly�� * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm a 631- .-K ---A bl",/ 1 N S P EmmmvT 10 N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: L EI VAV I - - w• Vkr/(/Y� ( IV 1 DATE O - 'v INSPECTORIYX--,/ pF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O �ycourm,N�' 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: DATE - INSPECTOR hO�aOF 50UlyOlo * .TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ v/ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �►2 USS 04 Q L DATE /L,2�-a3 INSPECTOR GrV CONSULTING SERVICES,INC. HELICAL PILE INSTALLATION LOG 50-830 Project: Karten Pool Architect: Anthony Portillo Address: 2455 Suffolk Ave Mattituck Pile Capacity: 5 Ton Date: 911912022 Pile Type: 1.5 10", 12", 14" Type of Structure: Pool Contractor: FSR Architectural Inspecting Engineer: JT Consulting SerVlces, Inc. Firm: Anthony Portillo Gree Chesson,PE Termination: Steel pile Cap Drive Head: Digger 10K MM Total Ft.Pile Installing Torque Calc.Brg. Pier No. Helix Desc. Lead/Ext.Length (Overall) PSI Ft.Lb. Cap.(Tons) Remarks 1 101214 L7755 31 3,000 15.00 2 101214 L7755 31 3,100 15.50 3 101214 L7755 31 3,100 15.50 4 101214 L7755 31 2,700 13.50 5 101214 L77555 36 3,200 .16.00 6 101214 L77555 36 3,600 18.00 7 101214 L7755555555555 76 4,000 20.00 8 101214 L7755 31 3,000 15.00 9 101214 L7755 31 _ 2,600 13.00 10 101214 L7755 31 2,700 13.50 11 101214 L77555555555 66 3,600 18.00 12 101214 L775555 41 2,700 13.50 13 101214 L775555 41 2,600 13.00 14 101214 L7755 31 3,200 16.00 15 101214 L7755 31 3,300 16.50 16 101214 L7755 31 2,900 14.50 17 101214 L77555555 51 3,100 15.50 18 101214 L775555555555 71 3,800 19.00 19 101214 L7755555555555 76 3,900 19.50 I hereby certify that this is a true record of the installation of piles at this location. DATE: 1/5/2023 NUMBER: Greg Chesson,PE 084777 ENGINEER: Greg Chesson,PE 4 Nottinghill Drive,Massapequa,N.Y.,11758 of NEW Phope4sl 882-7218 Fax:516-882-7221 ,` CH DE E CO 2 * OCT z 5 2023 11 � Building Department 0847 OAgO0847 �P Town of Southold i FIELD INSPECTION REPORT7 DATE COMMENTS C2j2 , t ,r FOUNDATION(IST) --------------------------------- FOUNDATION (2ND) z � o � cl, y ROUGH FRAMING& \ PLUMBING �y 1 ,l � 1 r INSULATION PER N.Y. �3 STATE ENERGY CODE VjAAj FINAL S t v� *lV%' I•dg/ �2us I-e cs C /L-JWVOA. AD�DITIONAL CO MENTS � aS ,�a 71 � 1r l?�� kc 1 03 I f i l� �c, .� o W C g2,Q- � o i x b y oSUFFoi o., o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y`gg Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. D Building Inspe JUN T 7 909 ctor: PT Applications and forms must be filled out in their entirety.Incomplete TOWN BUILDING SOUTH OLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:06/15/22 OWNER(S)OF PROPERTY: Name:Susan Karten SCTM#1000- Project Address:2455 New Suffolk Ave Mattituck NY 11952� 1 Phone#:631-603-9092 Email:Caskart aol.com Mailing Address:2455 New Suffolk Ave Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com-_.-__ -_ DESIGN PROFESSIONAL INFORMATION: Name:Anthony-Portillo_ __w. .___.__._____.____..___._...._-__--. ._.--.__-_______-._.__._______-_..-_._.-..--------._..____. ..___---------__-..--_.__-_. -_.. Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther Swimming pool and deck addition $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes IONo 1 PROPERTY INFORMATION Existing use of property: LVr Intended use iof property: (� Zone or use district inwhich premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by :Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulation's,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e): V�l �fi(Y�', MAuthorized Agent ❑Owner Signature of Applicant: r 1��ate: (1 1-7 STATE OF NEW YORK) COUNTY OF WK. ) 11\tl`Q 11rcWfyr being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this f 7 day of 20 ��- Notary Public 9,,.....,�R DebOtA11Orlowski -'`i`WTAW Notary Public,Smte of New York "*i = No.0 1 OR6280392 ' Qualilied in Suffolk Cowity Nei roes.• Commission Expires 05/13/2C(Where the applicant is not the owner) -,, ,,, Facpi a5 I, residing at 4L .S do hereby authorize AMP ARCHITECTURE to apply on m beh t th own Southold Building Department for approval as described herein. - J� o20"LZ-- Owner's Signature Date Eq 5 ca) Print Owner's Name 2 .1 � - - - .C;w:^: -.N,..!?:::Lr;nw':_: .::'r4ax.�,r...,F_,sw.r�•rtl:�n_.mn.♦+t:<nr _.-re n,K.:;m..:R%n.-.T.r.?`''^.�^e.`.�•n_f^a'.._�•'t�.+j.�'. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10127 DATE: APRIL 13,2022 ISSUED TO: SUSAN KARTEN PROPERTY ADDRESS: 2455 NEW SUFFOLK'AVENUE,IVIATTITUCK SCTM#: 1000-114-9-14.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 13,2022 and in consideration of application fee in the sum of$250.00 paid by Susan Karten and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for a proposed 512sq.ft. (16'x321)swimming pool;a proposed 983sq.ft. (46'x32.5')deck; install 155 linear feet of 4' high glass pool enclosure fencing with self-closing gate; install two drywells for pool; and to install pool enclosure fencing;establish and perpetually maintain a 10'wide non-turf buffer along the edge of the wetlands;with the t condition of the installation of sound screening around the pool equipment; and as depicted on the site plan prepared by Anthony M.Portillo,RA,received on April 7,2022,and stamped approved on April 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. 6&4'7, b Z 2i 'X7--r Z"V.-M W"—� O(/J Glenn Goldsmith,President ���F S 01 Town Hall Annex A.Nicholas Krupski,Vice President '`� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ��Q� Telephone(631) 765-1892 Elizabeth Peeples O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2108C Date: Novemtiet 17, 2023 THIS CERTIFIES that the 512sq fl (16'02')swimming pool,• aproposed 983sq.ft. •(46'x32 5')deck,• insiall'155 linear feet of 4' high t~lass pool enclosure fenciiia with self-closing Qate; install two drywells for pool; and to install pool enclosure fencingyestablish and perpetually maintain a -10' wide non-turf buffer along the edge of the wettands4 with the condition of the installation of sound screening around the pool equipment: At 2455 New.Suffolk Avenue,-IVlattituck Suffolk County Tax Map#1000-114-9-14.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 9,2022 pursuant to which Trustees Wetland Permit#10127 Dated April 13,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the 512sg ft (16'x32')'swimming pool;a proposed 983 sq ft (46'x32 5')deck,• install 155 linear feet of 4'high lass pool enclosure fencing with self-closing gate install two drywells for pool,and to install pool enclosure fencing-establish and perpetually maintain,a 10'wide non-turf buffer along the edge of the wetlands;with the.condition of the installation of sound screening around the pool equipment. The certificate is issued to Susan Karten owner of the aforesaid property. 4"1v Authorized Signature `�` NOV 2 9 2023 gh N:E W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 14W Facility.DEC ID 1-4738-03269 PERMIT Under the Environmental Conservation Law (ECL) Permiftee and Facility information Permit Issued To: Facility: SUSAN KARTEN X�ARTE: N PROPERTY .2455 NEW SUFFOLK AVE 2455 NEW SUFFOLK AVEISCTN4#10.0 L .0114-09" 014.1 .mAmTUck,.NY 11952 'MA=UCK,NY-..11952 Facility.Applkatioti Contact: AMP'ARCHITECTURE PLLC- 10*75 FRANKLINVILLE RD LAUREL,NY 11.94 8 Facility Location: iti-SOUTHOLD iri SUFFOLK COUNTY Facility Pri-n.qipkt1 Reference Point:. NYTM-F,: -708.14 NYTM-N: 454036 Latitude: 40"5925.3" Longitude: 7.213 1'32.01' Authorized Acti 'vi t.y: Construct sttuct Po'61 and deck; All:authoriz6d activitie all be done-in strict ssh. conforriance with.the attached plans.prepared by.AMP Architecture LLC on 1/3/2022,and st4rWiped NYSDEC Approved 6'n.6/7/2022,. Permit Authorizations Freshwater Wetlands-Under r Aiti,010 24 Permit ID 1.-473.8-03260/000.03 New 'Permit Effective Date: 617/2022 Ekpiration Date: 6/6/2 027' NYSDEC-Approval By acceptance of this permit,.--the periniftee agrees:*that the-perWt.-Is contingent upon.striet. compliance With the ECL;all applicable regulations,and.all coed itions.-ine.luded as part-of this permit. Permit Administrator:SHEIWIAICHER, D6ptity-P"erihit.Ad.mini'strator. Address: NYSPEC'Region.1.Headquarters SUNY @ Stony BT 0-bkJ50 Circle Rd.. Stony- ok,NY11796­3400. Authorized Signature: Oate, (0/ 7 Disf.ribtiti6n-List Page 1 of 6 NEW YORK.8TATE DEPARTMENT-OF ENVIRONMENTAL CONSERVATION .Facility DEC ID-1-4738-03269. .AMP ARCHITECTURE PLLC. Habitat: LPermit Components NATURAL RESOURCE PERMIT CONDITIONS: GENERAL CONDITIONS _APPLY'TO ALLL.AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTE8 OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the FO'110: w. ing Permits: FRESHWATER WETLANDS J.-Conformance With*Plan's- All activities%autbotized-by this,permit mdst.be in.strict conformance with the approved plang'submitted by the.applicantbt applicant's -agPnt as partof the permit application. Such app.ioVed plan' s were-prepared by AMP Architocturd LLC on 1/3/20*22.-and siamDed'NYMEC Approved on 6/7/2022. '2. . Post Permit Sign. The permitsign enclosed with this permit-shall be posted in a conspicuous location on the worksite and ad equately protected from the weather. 1 Notice of Commenceinent At least 48 hours prior to commencement of the.project;the permittee arid.coidt�' . t shall sign and return the top-portion.of the enclosed notification form cer.tifyi4'&that they acto are fully-awareof and utid6r9tand all n co d term§-anignso I . .. . . .. .4it . thi. . f s Permit; Within 30 days of coniplotion, of project,the bottom' ' portion of the form.must also be signed and retumed,.along with h-photographs"of the completed work. 4.. State Not Liible1orDamage The State of New York shall in no case be liable for-any damage or injury to the.structure or work her6in authorized whioh-may-be, -re caused by o or d.. e t suit from ffiftire operations undertaken by flieState for the conservation or improvement. of navigation,or far otherpurposes, an&no clAim..or right to compensation.shall accrue from any such danigg ,5. Work Area Liifiit§- Any work,disturbance,turban cc and or storage of construction.materials shall.be confined to within the limit of clearing and.grburid di§fu6anpe shown on the approved plan. .0 6. Materials Disposed at.Upland Site Any,demolition debris,.excess.construction materials,and/or. a .excess excavated matdr!' l�§shall be immediately and completely disposed'.off on an 4ptxovd.d'upland site. more than 100-f bet from any regulated freshwater wetlaind.....These materials shall-be suitably stabilized so as not-to re-enter any water-body,wdiand, or wetland adjacent.area 7 Straw Bales Prior to'conimen" meat'cif any construction activities,-a continuous--toW of straw bales .shall.be Staked end to end-as.shown on the.approved plans. Page 2 of 6- NJE W YORK STATE DEPARTMENT OF ENVIRO ENTALCONSERVATION Fa-dkitYPEC ID 1-4738-03269* . s'. Straw Bales to.Be Entrenched Straw:-bales-shall be.entrenched-two to four inches into the growid. 9'. Maintain.Bales: The bales:shall,be maintained, repaired-arid repl aced as-often as necessary.to ensure proper function,.-until all di'sturbedaripas.are pennanently-vegetated. The an approvedavek-agp useful life of a bale is .approximately 3-4-months. Sediments trapp6d by thebale-s-'Is'liall bexemo ed to. . I . vupland location before.the males themselves are removed. (a. No,.Grading.-Soil In Wetland During the grading or sloping-op eration, soil shall.not be placed in or graded toward the wetland. i.j. ,No Pool Discharges to Wetland or Buffee' 'There.shall be no-draining-eff swimming P6ol water directly or indirectly into wetlands or.protected buffer areas..- 12. Runoff and.Diwhargeg Directed to.Drywells All roof runoff-and/or.pool.discharges shall be. directed.t6-drywells'located as shown on the approVed'.P I �*ans. '13. Temporary Mulch,flhi .:d Seeding. If seeding-is'impracticable'due to the time of year,a.-temporary mulch:shall.be applied and final seeding ghAllb6 peiforifi'ed at the,earliestopportunity.ity mhe:nwdathe r conditions favor germination and growthbut not more-than.six mo nth§.after-project completion.. 14. Seed,Mulch Disturbed Area's All areas of-soil disturbance resu.Iting.from thisproject shallbe. seeded with.an appropriate perennial:grass,-and mulched with straw immediately upon.completion of the project, W . r. .. . within two days(if final'gradin .,orbythe-ex. . 91 Tiration of the permit,whi6hevei is firk .1.5. Minimum % Vegetative Cover Suitable vegetative cover-is'defi d unu -of 85 neda&a-min in -% area vegetative cover with contig uous-unvegetated areas no larger than't square fobl.in size. 16. State,May Order Reinoval or Alterations 6f-Work Tf future operations by.the State.of New York require an alteration in the position of the structure or work.herein'authorized,..or if, the opinion-of the Department of Environmental'Conservation it shall-cause unreasonable obstnio*tion to the free navigation. of said waters-:.or flood.flows or endanger the health, safety or Welfare.of-the people:of the State,brcause loss or destruction.of the natural resources of the State,.-the may b6 ordered by the Departmentlo removeor alter the structural work, obstructions, or:hazards•caused thereby without'expense to the State ral and if;upon the expiration ion or revocation of-this pernift., the-structure, R7.11, excavation, or wher modification of the watercourse hereby authorized shall not be completed.,the owners,,.shall, without. expense to the State,-and to such-'extent and in.such time and.:manner as tha.Department of Environmental Conservation may require -remove dl.I of1my portion''of thi cture-or-fill .3 e uncompleted structure and.restore to-its former condition the navigable and fl.00d'e.apacity-o'f.the.- 'watetcouig6- No-claim shall be made against the.St4e-of-New York omaccount of any�.�uch.reinoVal or-alteration. 17. State May Require Site Restoration 'If upon the expiration olrteiioeati'o*nofthis permit,the, project hereby.authorized has not.been.con�p.leted%,the applicantexpense.-to the'S.State;and- to such'extent aid in such time and-manner.as the Department of Environmental Conservation.may Lawfully :. require, remove.all of portion of the uncompleted-s.tructute'or fill-and tes tore-the site to its fokinercohdition. No claim.shall be madd-.-agdiftst the-State.of New'York.on-account of any such removal Or alteration. Page-3 ot6, NEW YORK STATE DEPARTMENT OF ENYIRONMENTAL CONSERVATION fir• Faeility DEC.:ID'1-4738=032b9 18. Precautions Against Contamination'of Waters. All necessary precautions shall be taken to preclude.contathination of any wetland or waterway by suspended solids,,sediments, fuels, solvents, Iubricants, epoxy coatings,paints; concrete, leach or any other envirobrnentally deleterious materials associated with.the project. GENERAL CONDITIONS Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The pernutted site.or facility;inclitdirig.relevant records; is subject to inspection at reasonable hours'and intervals by an authorized representative:ofthe Department of Environinerital Conservation(the Department)to determine whetherthe peirmittee is complying with this:permit and the ECL. 'Sucks representative may order the work suspended pursuant to ECL 71=0301 and SAPA 401(3). The.permittee.shall provide:a-person to"accompaiiy the.Departmen-es.representatiYe:.during:AA inspection to-the permit area when requested by-the.Department. A.copy of this`permit, including.alf referenced maps, drawings-and special conditions,must b.e:available- for inspection by the Department,at all times at the project site or facility, Failure to`produce a copy of the permit upon request by a.Department representative'is aviolation of this permit. 2. Relationship df this Permit to.-Other Departrncut 00ders:and.Determ" 'inations Unless expressly provided.for by the Department, issuance of..this:perniit:does.not:modify, supersede or rescind any.order or.deteri.hinatiort.previously issued by the Department or any of the terms, conditions ors requirements contained in such order or determinatibn. .3. Applications For Permit.Renewals,Modifications or Transfers The.permittee must submit a separate.NNT tten application to the.Departinent for permit renewal;modification"or.transfer of this. permit. Such application:must include any-forms.ar supplemental information the Department requires. Any renewal,modificatiori..or transfer granted by the D.epartmeht must be.in writing.. Submission of applications for permit renewal,riiodification-or transfer are to be.-subniitted to: Regional.Permit Administrator NYSDEC Region 1 Headquarters, SUNY @ Stony 13rookJ50 Citcle.Rd Stony Brook;NYU 790 -5409 4: Submmission of Renewal-Application The perniittee must submit a:renewal application at least 30 days before..peIthit expiration for the following-permit authotizations.:Freshwater Wefi[ands. Page 4'of 6 NEW YORK STATE"DEPARTMENT OFENVIRONMENTAL CONSERVATION Facility DEC ID.1-4738-03269 5. Permit Modifications;Suspensio us and.R06eAtiong by,the De. fit Department The Depaitme reserves the right to exercise all avdildlJ16-a *thprity to modify,suspend or revoke this grounds.for modification, suspension or revocation include: permit. The .a. materially false.or inaccurate.stat6ments'in the pqrmit-applicatibft.or-supporting papers; failure.'by the.permittee to-comply with-any terms o -conditions of r the permit, c. exceeding the scope ofthe project.as described:4n,the petm� it applicatidn; d. newly discovered material inf6rm.kion-or a material charigeineriVironmental.conditions,relevant technology or applicable'law or regulations since the issuance of q the existing permit; e. noncompliance with provi 16usly issued permit conditions, orders:of the.cominissioner,any ptovisio.ns:of.the.Environmental Conservation Law or regu lations:of the Departmeht related to the.:permitted.activity. 6. Permit Transfer Pbri-nits are ttansfetrable-qnlbss specificallyregulation.or prohibited'by statute.. anoilier permit condition. Applications for.pe nin"transfer should be submitted prior-to actual transfer of ownership. N OTIFICATION-OF'OTHER-PE,RMITTEE OBLIGATIONS .1toin-A: Peirmitte'e' Accepts:Legal RespdnMbility.and'Agrees to IndemnificationThe permittee,:exceptingstate or federal agencies,ekpressly-agreeg to:indemnify and hold harmless the Department of Environmental'Conservation. ' oft-h e S1 � its repativ s, employees . . . tate�of New resente and agents ("DEC")for all claims, suits, actions, And damages,-to the extent attributabI6 to thepelmittee's acts or.om issions in connection with the permittee18 undertaking of activities in connection with, or operation and.-Maintenance of,the facility or facilities authorized by the permit whether.in compliance-ot'not'i'n complian6e with the terms and conditions ofthe-permif. This"indernifificatioft d663 not extend to kny-el'ims,suits,.actiobsi or.da'm4ge.s*to the extent.attributaMb to'DEC's own a ..negligent:or intentional acts or omissions,or to any claims suits; or actions narning the DEC and arising under Article-78.of the New York Civil Practice Laws and Rules or any citizieh or civil rights.provision under federal or state laws. Item B':-Permiftce'sContractot' to Comply with'Permit - The.permittee is responsible for informing.its independent dofttractiorso.employees;agents and assigns of their responsibility to comply with this permit,.including all special conditions-while ile act..ing'as:th i o : I pemittee s agent permitted activities and such shall t toth e same, gerit with respect to the petm ,. persons 8al be.subject: sanctions for violations-of the Environmental Conservation Lawas those-prescribed fot the perinittee.- Item,C:Nrinittee.Responsible for Obtaining Other.Reqi4i.red Per.mi.ts The permittee:is responsible for obtaining.any-other permits; apptoVals,lands,easements and rights-of way that may be required,to.carry out i the.ad ivit f . es.that-are..authorizedby.--thispermit. of 6 NEW YORK STATE D9PARTMENT Or, ENVIRONNIENTAL-COMSERVAlt. ION Fatility.DECID 1-47M-.032.69 Item.D: No Right to Trespass or Interfere with Riparian:Rights This Permit does-not convey to the pernaittee any right to upon the lan&.or interfere'.'Vjth the ripatiAn tights of others in or-der to perform thb.perinitted work' nor does it authorizethe impairment of rk any rights,:title, or r in i real person6l property held Or vested iii.a person not a party to the. pelinit Page 6 of 6 ILn NOV 1 4 9099 BUILDING DEPARTMENT- Electrical Inspector Off' �G TOWN OF SOUTHOLD c - �r Town Hall Annex - 54375 Main Road - PO Box 1179 t . - Southold, New York 11971-0959 *A �O� Telephone (631) 765-1802 - FAX (631) 765-9502 foe ' rogerr .southoldtownnyrgov — seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL.INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ACR Electric Corp Electrician's Name: Craig Fasano License No.: 4178 Elec. email: a$crelectricl@optimum.net Elec. Phone No: 631 7742806 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 635 Commack Road Commack NY 11725 JOB SITE INFORMATION (All Information Required) Name: Karten Residence Address: 2455 New Suffolk Ave. Mattituck NY 11952 Cross Street: Phone No.: 917 535 3192 Bldg.Permit#: YfooBs email: : Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool and Spa Square Footage: Circle All That Apply: Is job ready for inspection?: YES.❑ NO ❑Rough In ❑ Final 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y MN Additional Information: �jLra�� ham- InusPFCmn— c1+11 cn, ?� CurcC-12 �,. PAYMENT DUE WITH APPLICATION I r 2'zr * I0O 4��8� 1 Nadi NOV � !r 7fl•i') BUILDING DEPARTMENT- Electrical Inspector I f��0 G%Il► TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box.1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631).765-9502 rogerr(cr-southoldtownny gov - seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ACR Electric Corp Electrician's Name: Craig Fasano License No.: 4178 Elec. email: a$crelectric1@optimum.net Elec. Phone No: 631 7742806 0 request an email copy of Certificate of Compliance Elec. Address.: 635 Commack,Road Commack NY 11725 JOB SITE INFORMATION (All Information Required) Name: Karten Residence Address: 2455 New Suffolk Ave. Mattituck NY 11952 Cross Street: Phone No.: 917 535 3192 Bldg.Permit#: goobs email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool and Spa i Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: 0 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 Elservice Reconnect❑Underground Doverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 1� � t/-)-t� C T.Y. P� C c i r G 1 PAYMENT DUE WITH APPLICATION 1 I �ZZ � 1,00 � IC�lel 4���� C46+f 9-9 a ✓�d e. � ve� � IS �J Y d a✓z ca-rm/ LOT COVERAGE (ADJACENT AREA) SITE PLAN HATCH KEY: MAR - " R'4 roo = ADJACENT % LOT PROPOSED POOL K,q L q i = 1 DESCRIPTION(FOOTPRINT) AREA COVERAGE S o �� o tw LL ¢F U { PROPOSED DECK ,' 3`", I TOTAL LOT AREA(5563q S.F.) 4gbll.0 5.F. - iF E 8 7 1 3 ua r� f / zm ��R V E D B� Ro GEED I O' NON-TURF �� �'• !//�f��f/�•o '~ t���!' Q a=F Q EXISTING HOUSE 1,806.0 5_F. 3.6% /° i a = "W a LL BUr FE ; APPROX. q00 S.F. wrM,;� o a o W W EXIST.GVRO. PORCH 8 TRELLI5 522.0 S.F. 0.6% a z c a - BOARD OF )RUSTEES -`~ -._-.� �`�'`� WETLANDS BOUNDARY ���a' EXISTING DECK d STEPS 575.0 S.F. 1;2% 4 z W J�W F 12 �AS FLAGGED BY S.EXI571NG GARAGE 4442 S.F. O.q% TOWN OF SO!ITHOLD I -`- ' /// w W I 6, BARRON ON JANUARY a w w N EXISTING SHED q7-2 S.F. 0.2% . m m E qq C 24, 2022 =�Z a= t=t E 4 H. Lr.',55 POOL PROPOSED POOL 512.0 S.F, 1.0% AZoZy � '• ENGL05UR (155 L.F.) AT �1 I - W y PROPOSEDDEGK g2q.O5.F; I,q% - /'.'>� '•, --� + O"--�;�_, TOTAL ADJACENT AREA ECK W/ SELF / *, o z a s 4685.4 S.F. q.4% ��f 1 !f'• 1 f -COVEI-L-v-i2 ! Y /' `•' 1 01ii �w a t= O51N5 GATE ryej �Q' ° A ���4=3� EXISTING ASPHALT DRIVEWAY - __ 1 '�Ae .` b HAY BALES a z PE o=w a z "'p a�a 4085.0 S.F. 8.2% PROP. DECK I`+ `t�' t\ � o V a w �• �CaY AND/OR SILT o "MAXIMUM LOT COVERAGE ALLOWED -20% "- 32.5'X46.0' FENCING w✓r=o w! - x I I c �J dl. S, fr cmiGaa as I PROP. POOL 16 X32; FLINE OF REQUIRED I REQUIRED 5E78AGK5 � � 6 POOL DEPTH 2.5' ��; ` \ SOUTHOLD TOWN REQUIRED EXIST, PROPOSED COMPLIES ABOVE GROUND �/1 ' f� BUILDING WATER 1 I ��� % ' j rl �: _ -- 5TEF5,H/ \ C.�. SETBACKS y FRONT YARD 50.0' q6.0' q6:0' YES I00' TRUSTEES ,�, � ,-, RE_OG?cT-ED t JURISDICTION SETBACK %/`�; ,�, _ HOT IV SIDE YARD I5.0' S8.0' 58,0' YES rr / I ✓i , (( '?_• ;_�„a �` EXIST. FRAME i+Y j y f/'r {, rf \ SHED (2) PROP. POOL "-_'�" BOTH SIDE YARDS 55.0' 86A' 144.q' YES DRYWELLS;BOTTOMS REAR YARD 50 O, MIN. 2' ABOVE YES (LAKE) q2.0' q2.0' GROUNDWATER _►ffa,a �' �� S� . �' REAR YARD 50.0' 65.0' 50.2' YES i Q PROJECT! ZONING.DATA, - +' 'I-x-� .Y ug."axz /e e�°� -_-„'� S3 516 ZI4D160 n Z•r.,� `Y� TAX MAP # 1000-114-q-14.1 y LIMITS OF GLERING IG� GRADIN AND ti -EXIST. 2 ZONING DISTRICT R-4O fiiOPO'�D�" 02V..110'--'p � �s"�•�_ ' ROUND STORY FFRAMr' •r' . - r'la, I_I ACRES j DISTURBANCE HOUSE EXIST. ASPHALT --------- --- W LOT AREA DRIVEW4Y _ _- %.=- - �, GofO -ONE FAMILY DWELLING N0. Z 3050 APRIL 5, Ig68 vwxaewa ww GOPO-ONE FAMILY DWELLING W/ Io ACCESSORY GARAGE NO.Z-2410-1 JAN.5 Iggb CERT.of COMPLIANCE-DECK NO. 184gG AUGUST I?,2021 rIXBMHo FE AA FLOOD ZONE X i Tm IX FALZ \ 00 G WETLANDS D15MOT PENDING ca'o-tl�9,c•��b eda•1 , •, � i` �.f r. `w- 'f',+dd/ ;/ / \ SITE LAYOUT NOTES: - I, THIS IS AN ARCHITECT'S 517E PLAN 6 IS �' \ �/r j Ln SUBJECT TO VERIFICATION BY A LICENSED \ r/�/ Y SURVEYOR. THE INFORMATION ! 0 z J } y REPRESENTED ON THIS SITE PLAN 15 TO THE r ` LIJ O O Z Z f ARCHITECTS BEST OF KNOWLEDGE. IO r / ` u APR - 7 20� LL 2.5uR Doti)' "/ �� Ix a VEY INFORMATION WA5 OBTAINED N 0/' NOTE• Y v FROM A SURVEY DATED 0I-24-2022 AND O, r�/ `� I. FLOOD MAP DATA FROM SURVEY F PREPARED BY: 0► f/ V MAP*:36103GO482H w Y Sou-thokC bwn I �O MAP DATE: q.25/2000q 0 Z Q KENNETH M.WOYGHUK ���✓lj FLOOD ZONE X u U 1 JLo Board of Trustees LAND SURVEYING,PLLG (7 f N�vV PO BOX 153 Id � ��& 2.51TE FROTEGTION/51LT FENCING TO BE N � 1� N AGUEBOGUE,N.Y. IIg31 �1J' I6�'� `'� INSTALLED AS REQUIRED BY SOUTHOLD a TELEPHONE: (651)2q8 1588 N O�p0 s TOWN. 00 \ad . SURFACE WATERS AND WETLANDS ARE IL�XGAY�TION G�LGUL.�TI�NS 3•LOCATED WITHIN 300'OF THE PROPERTY, POOL EXCAVATION; r11\ 0\ r / 4.ELEVATION5 REFERENCE NAVD B8 512 S.F. ® 3.2' DEPTH 1,63a CUBIC FEET -;'N r \.� N ��\''• a°aa`00 " PROPOSED 51TE PLAN D s r RYWELL EXCAVATION; 538°�a'oo"E 55 hobo•�� o= 42.2 S.F. ® 3' DEPTH = 12� CUBIC FEET SCALE: 1" 40'-0"�, .,� F u c Q) o a j PESGRIFTIPN(FOOTPRINT} ADJACENT 96 LOT LAG Lfl FR&P.Q$ED POOL LAKE r I i AREA' GOVERAEE `;: f w K $ ! EZM4 PROPOSED oacr, I ^s''cQ TOTAL LOT f'..-�'[A(55,6311;S NORMAL F€l0f,WATER •� f € tom. ¢ EXtSTihG HGNJSc k�0@.Q 5.=, r --- •- ,��.��^`-^` i f��,o.i��'� I 1N ,O cDC�E Cr YIF LAND5 AS\ __._ == s z j w'r13 -EXIST.GVRp. PORCH S TKELL15 322.0 SP. O,bS�, , L' i!NEATEt?fE3Y Y 7 o R:FOX fl4'T�Ib-03 \� I EX!STI.N!a DECK G:5T'_P5- 'ST5.Q 5,=_ t r� I!1 C-XiST€NG 6ARA6E E PLAYHOESE 1,D r Q \��•. j I1 Og G3J Q p . za^N ai OP05ED POOL Wr,EQ 512.0 5.P, r PROPOSED DECK Qa°.O SF.. €.q% � ear.amr / ,_..._ .� l.. 5_p R 4' ` z 1 TOTAL ADJPwENT AREA k*��airr^�• _ ?3A ig z>GQVERAee 464 .0 S,F: q,45K T5 a ylSLlu�l�e mow, / r'l uw_ GK t i a w a¢a n 'f-Juv;NY.114fa � %: '�.'rY -•.,�C G G Q x' EXIST'IEs ASP'. PRIVEWAY 40b5,0 S.F. ryl Q MAX1NUNJ LOT G4Yc2AGE ALLO _D -20% 1 ICO ra; t �� y5. ~t7` N .. ....:.'.•...::..;.•::..:....-:.,..;:a..,;,-:.. .tl.PVV: �„�'' i+ � .�, CAL..[ �50 6 (f 4 , !REOUIREO c.XlsT. PROPOSED GGMPLIES QL r 1 FRONT YARDYE5 5G:0' 76.0 Rb,O' I � �b�eoveJ o0 1�r r__�aEcx _ s 1 'FAIR w�a• ,aYseo wn7€K f �fij 5€JE YARRD i5.0.' 1 56.'J' Sa.O` YES BOTH SIDE Y 4RDS 35.4' be MnX 14 r•ALr •; /( �: C057aa, �8 /� /A ,' 235' + 1 3Fi.q' i4=r.q` YES' :'/' eaaar�u+exvo Tr A6o �! RELDCA7C7 v ✓ x' R •..-,��� ` r REAR YARD �.<� € (LAKE) sa.o' 42.a' q2,0' Yc5 ca,r¢„n. a ' :r;. c 8 vH�"w>z � o�' f '� 7.0 d •t` �`' �• 1••tAR YARD 5tl.o' 68'O' S0,2' Ycs rx:ri,root E 1tJ�a I _:S r cis �� � �x �•\ �, `� . I ; ....;::•.:.. ur!7�a�urw>�. r.•tvrcl nn�rrs rum u:au++a � p•+? T_ORY�'. nxu�x:e _ FR. '•�f6t2J5E n t �� -.. xo _-- 1 \ .....:.::.:.... f'A.K-MAP:3s _•1dC30-IE4-9�-14.t�' J/ u, �� �- �'j� 9�e� �� 'p' •oy„p�" � •y9 ZON€kla'D€STRICT + R-40 1 LOT AREA !J AGk2E5 �\ h� si G?f0-ONE FAMILY DW 1.L.€NG NO.Z 8050 APRIL 5,J968 ! \ / l s ! 4-OPO-ONE FAM€L-'Dt�ELLIN6 i r/ •'•'` �.. �� GONG!ZEi'E , f? I , - 41a7.JAM,5 IGg6 E AGLESraORY GARAGE NO 22 y+• ell ;� -.+e •�`�� GARAGE ^.`fL j N ,m4a,AUGi5GERT,o?COMPLIANCE-DEG+ �•� � , r 1EHI4 PLOOf. ZONE —_ x .a `�abyj ---:� N Y S D E C I. THIS IS AN ARGHITEZVS 151TE PLAN d IS ` N An��h`+C�pC+AER TERMS SUBJECT TO VERIFIGAT'tOM 3Y A LIGEN`vED PPROVED S s EJRVEYoR. ,Hr=imFcm%fATION � /i�I 6 �. �+ Q � ''4:�_• - AND CONDITIONS 4� i�'F.I'2E5ENTED ON TH15 SITE-P!AN t5 To:THE p J ARG•HITEGT'S BEST OF YNOWL..,D t"I-� UaU IO.E I j 2 51iRV.EY 1NF0}ZMAT[QN!M ri.L7BFA€NEv. F , � I o Z. PERMIT ND. FROM A SURVEY rJf+TED 1Hr9r202O AND. ! 0� 0 16 Y ~ s¢ DATE FR'-PApED EM € `, i' r� JOkK G-EHLERS ` I� V I1..�FLOOD MAP,DATA FROM SURVEY La � t �� yt-r.! •' b EAST MAIN STREET \ MAP.at:$b!03GOAb2H O. Q R1YERliEAD•!vY 1igOi ♦ i� MAF'DATE: q.25/2000-1 u') 7 �,� b3i-3(Gq-b268 O . I TO 4 d �. k p FLoa>7 zol x i o. cN QF Fyn , 2,51TE'-PROTEGTI4N/,,.ILT FENGIN6 TO.BE p (N5TALL£D AS REQIi7RED BY 50LIT1401-Q, € 1z "torb P TOWN, I [CL EXGA�/4iON G�L�;i,ILaTIiaN5 5:SURFACE WATERS AND WET;.AND5 ARE PDDL iE3ZGA,,IATI6Iv; � `'� `'�'�� �'fJ� LOCATED Wirri!IJ 5OO'of THE PROP ERTY, 0 1,63a OUV C FEET ,•' N geYw L€ EXCAVATION; •� 53b�3 ,5a`Qado° 121 ` �' FP,0Fo.SED SITEr PLAN iE "�' s'aa°� 42.2 5,F �.�3' FJEf'TN r_B1G F-F..ET �.._ _ 3,.{�_ ; SCALE: rl - 401-a, l r 51TE PLAN HATCH KEY: a. � atQ PROPOSED POOL Q F- PROPOSED DECK *� W Z N ' J ....� ` L1JLLI � >- II F- Z V O Z 7 '0� RO�IE�T ��� a) 0 - 00 53 I . FROPOSED SN I MM I NO POOL � I' m - -----_ � 4'� .ZQ" ( ,Q® PROJECT LOCATION &SCOPE � 2. PROPOSED DEG�G ADDITION 8I.77' SITE PLAN & ZONING DATA = in NORMAL HIGH WATER 3. FROPOSED FOOL ENGLOSURE H 4. PROPOSED FOOL ECU I PMENT a � J 00 5. PROPOSED DRY WELLS O-002.0® GENERAL NOTES d. O ' ' ' '' ' ' '''' ' '''' ' •O ENERGY TABLE z -PROPOSED 10' NON-TURF ` _, � rI 4 BUFFER; ,4PPR0�-�tQO- S.F. �` �RO I��� DATA : - STRUCTURAL DESIGN CHARTS Z � WETLAND BOUNDARY __-----___ - - __ _ _ , J ATA - A5 FLAOOED BY I , ` As I Q � ,QQ PROPOSED FOUNDATION PLAN � J c�v S. BARRON JAN. 24, 2022 PROPOSED POOL & DECK PLAN w (D POOL SECTION ti _ LO b ♦ PROJECT / ZONINC DATA DETAILS J O I \ vq --- -------- - - ` ♦\ TAX MAP # 1000-114-a-14.1 a \ \ - -- YgRD S 10 TAG,'; o CS ZONING DISTRICT R-40 W 1> i ELY r LOT AREA 1.1 ACRES ENCLOSE POOL TO CODE : F 1"0li'M A� �MT7 F- - \` I H e ` \` �% GofO - ONE FAMILY DWELLING NO. Z 5050 APRIL 5, 1a68 U?ON CONMETION I�/�TE:� �9 #� �O&� W J qY B�FORF"WATER- Fer�_: g F.'V: ~ 10 \ %R ♦ Y GofO -ONE FAMILY DWELLING W/ 3. 0 U NO. Z-24107 JAN. 5 laa6 = J ` AGGESSORI' GARAGE ;'`?TIF3' ITUII"UIF.�G DEF'k+iiTi"!!rWtwi' !`,1' U J 12\\ , �\ k` \ - - - - 7Ga-1 F 9 r�?•)i TO 4 PNI F:ORI Ti HE \ . ♦ CERT. of COMPLIANCE-DECK =NO. 4aG AUGUST 17, 2021 ��T✓."�..., I�� �1 \� I � O y�� � \\\ \ I. F�P�t,°'.fie,^, . "s`�� - 1`, ,•!`;r "",!!,�•''` g-° Np o F � FEMA FLOOD ZONE X R/y Rp' 1 4 GLASS POOL ♦ =.:P.,. ' ; H/GH ENGLp5URE W/ 5ELF GLO5ING GATE TE OLE --- -- `- __ \/d \`\\`♦ WETLANDS DISTRICT PENDING V c _XFST�SIEP� PERMIT # AND DATE 2,5' /�• �, \\\ \, \ DEC DISTRICT P^;^ h �, r, 1©.. 'PROP ` \ \ DECK �,� \ ` - ,�,'_L �C).!'�•t��:'yF" F=�'=;IY�.�"c J I 6 POOL DEPTH EXISI`. �, �: oimot�m�.,�/� /� \ \ �\`� ` a w. !,D p r.*.C'.r �, \ OE (ADJACENT AREA) --C 2.8 ABOVE O.O // -- DECK ----_ S \ \ \ LOT GOVERA GROUND\WATER r ttl - LOT r1 .?° , +�I O i r ��\` \ \` DESCRIPTION (FOOTPRINT) ADJACENT % '~ n �_ -_ OOLI �_ _ O l� �_ \ \�C\ \� \ ♦ AREA COVERAGE �. _ _ 41 D w I O Q RELOC. m I I `� 23.5' HOT TUB `\\ �\ �`�\ TOTAL LOT AREA (55,03a S.F.) 4a,61I.O S.F. BOTTOM MIN. 2 �t O0 BE _ \ A 2Q i' ABOVE qi;ZOUND/WATER RELOGDV4 �ATED - m ------ ---- `\ ` �`\ `�\. EXISTING HOUSE I So6.0 S.F. 3.6% o - I \\ \,V v OCCUPANCY OR ' POP 10 �� / ►n O' \ \ \ \\��` EXIST. GVRD. PORCH 4 TRELLIS 522.0 S.F. 0.6% USE IS UNLAWFUL / 8 Q, DW MIN. 4.0 (V O �\ \\ \ `�/ i "I `� \ \\ \\ ♦ �' ! EXISTING DECK 4 STEPS 575.0 S.F. 1.2% x2 m �, ` tNITMOUT CERTIFICATE i I \�''` 'j,o � \ �� �``� - �- EXISTING GARAGE 444.2 S.F. O.a% PROP. POOL �,f ` \` \ . �`� - OF OCCUPANCY / 26.5 \ \ EXISTING SHED a7.2 S.F. 0.2% 0 EOUIPNIENT ON�QJ EXIST. _ `\ `\ 4 --- i COkC. PAD A O O \ \\ \♦ -- PROPOSED POOL 512.0 S.F. 1.0% / � I ` 2 STORY m PROPOSED DECK / FRAME HOUS " II TOTAL ADJACENT AREA / \` COVERAGE 4685.4 S.F. a.4% fY) I 48.0' -- - -- -- - - C01APLY WITH ALL CODES 01 Ex15TINO ASPHALT DRIVEWAY 4085.o S.F. 5.2% NEW YORK STATE & TOWN CODES I I ��i� \ "MAXIMUM LOT COVERAGE ALLOWED - 20% AS REQUIRED AND CONDITIONS OF •Z' / '' (p/ `\ TRELLIS � ,_ -----,,,, � ---------�V12 -10 ,1 10'' I 11 -Y ,� ' -- ` 1 SOUMD TOY., ZEA \' �'O/' 14 RE-OU I RED SETBACKS SOLO TOV,I PWIN"S EOARID Y ------------ SOU al 0TU.,lITRUSTEES 6� ��\\ ,'�\ \ �j� REQUIRED EXIST. PROPOSED COMPLIES ��a(P �..�'VYS �C gC �b(p / V / ------ -------- lYl ;' '�j / / • FRONT YARD 50.0' a6.0' a6.0' YES o 51 DE YARD 15.0. 58.0' 55.0' YE5 Q' RETAIN STORM WATER RUNOFF BOTH SIDE YARDS 35.0' 86.a' 144.a' YES PURSUANT TO CHAPTER 236 01 REAR YARD 50.0' a2.o a2.0' YES OF THE TOWN CODE. a w (LAKE) o ♦ / ,'' /' ,' �- /`\� REAR YARD 50.0' (095 50.2' YES / , \ � PROJECT: �. 1.01 KARTEN POOL 2455 NEW SUFFOLK AVENUE // MATTITUCK NY 11952 �/ DRAWING TITLE: // PROJECT LOCATION & SCOPE f SITE PLAN & ZONING DATA 10/ _ ,\ TOWN OF so„ma u O/ /i ,/ , 133 �a, PAGE: �lcl 6 / / / 30 .00 \�� i, 1 67 raa soe. 1 3A I4` / Q 1 1 1 A cl SUBJECT PROPERTY 5,6,A G-001m00 �Q VJ i 2a 3. g ROMAN , , 'a '1 5A 6 y 'ab Ib �y I19A1�� CATHOLIC e „ ✓ 51 ~ 10 �`& `TOWN CHURCH s . 0(0 p yP �Q z,51.3A ~ 1 t,3s NE sa, DATE: 05/24/22 1 OF 3 O m 4 2 -2- (0- 14 1 N a (. r5 1 Q/(c) 23.1 2 AA(0 55 y ,]R 15f 959 11 12 13 3 1.9A(c) 11 w a5 '� zs m" ,m , 1.2A{C)_. 21 .s �. ,a b � s" 0 (vas wean � o ees,a „o O� 51TE LAYOUT NOTES: s z � I. THI5 IS AN ARGHITEGT'5 51TE PLAN 8 15 2� 2a 2e p ,A ,T �Q` �� SUBJECT TO VERIFICATION BY A LICENSED 23 :'�a 1 25 26 fi 15 1 2 s SURVEYOR. THE INFORMATION 1.2AtC� 1�Ptcl 65 TO v Q) REPRESENTED ON THIS SITE PLAN 15 TO THE "°per ;y+ � ARCHITECTS BEST OF KNOWLEDGE. tl5 - `�$ `141 14.6 � ,n ,eo ez sr ,zz 7.8A av sn p,........44 3A(C) 1 x S3P°38'OO°� 2.SURVEY INFORMATION WAS OBTAINED p ° ~ `' 1�. - � Y �� M1 r FROM A SURVEY DATED 0I-24-2022 AND g 1 43.30 PREPARED BY: 6. 16 KENNETH M. woYGHUK LOCATION MAP Mil 17 20?2. �-� LAND SURVEYING, PLLC I n " I o ,s p m so +� go PO BOX 153 ► 111 - "��� 3 7 t�0} SITE PLAN`� AOUEB000E, N.Y. I1a31 50ALE: NTS BUILDING DEPT or awns�c au+s �ti� TELEPHONE: (631) 2a8 1588 TONNN OF SOU•I I-I(, 1) r1 SCALE: I" = 20'-O" NOTES � SPEC F 1 G TI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARD'S FOUNDATION.CONCRETE. AND MASONRY A55RE Y I AT I O NS U IT IS THE GONTRAGTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 b BETTER (Fb = b75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION C _ 0 O PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR VIDES EOUIVALENT OR J N 8" MIN. FOUNDATION EXPOSURE. CATER STRUCTURAL SAFETY OR DU OR DRABILURE ��SUCH PRODUCT OR PROCEDURE 2. ALL FOOTING5 TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. l�BUILDING K KIPS (1000 LBS) F- T-i GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT w I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS Q w >; APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. FOOTING5 TO REST A MIN. OF 4'-0" BELOW ORADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM ~ Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED � O (1) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SA LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL J = >- STRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. WN PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. ____ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM 1 � LO � 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I�1 TIER OF FRAMING 15 IN PLACE. f G.J. CEILING JOIST NAVD88 1 NORTH AMERIGAN VERTICAL DATUM OF 1988 O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE Ln m OF THE OWNER/BUILDER INCLUPIN& END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED Z CF m - - --------------- - 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS,61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER &RAPING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER 5. ALL BE CLARIFIED WITH THE NCIESEGT/ENGIS AN BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE SOLID WITH CONCRETE. O 8. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY WITH THE WORK. &RADEMARK SHALL INCLUDE AN EASILY DI5TINOUI5HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. ____ Z 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE cf. ALL WOOD 5ILL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE ORADIN& AOENGY WHICH COMPLIES W 10. ALL CONCRETE TO HAVE AN ILTIMATE COMPRESSIVE STRENGTH AT 28 ITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 1 w F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-ciq. Q _J UNLE55 APPROVED BY THE ARCHITECT/ENO VEER. DAYS OF 4,000 P.S.I., U.O.N. 00 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. OWED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE ; LU O 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE C-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLAB 6 S TO REST ON MIN.OF ' FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX &RAPE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DECK JOISTS PL. PLATE Z 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH _ PLYWD. PLYWOOD _ r-I O APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. Z � � WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. ��ELEVATION P.T. �PRE55URE TREATED Q Z 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - r'� 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (5) 50. FT. W DOCUMENT, THE COVERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, LL 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER O � AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM Tq 0 � O PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NC STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. 11 A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X, GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL EXCEED 5'-0" AND AT EVERY 8'-O". &OVERNINC BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCHITECT/ENCINEER. NO SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT l 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED IT NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL -- ~ Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS V RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN OLA55 AND LEAVE WORK NECESSARY. SET FORTH IN AN51/rPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS H BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN& ADDRESSED ON PAGE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. _ THICK V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A FOUND. ([FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. C.)le). AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD,A57M 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM G79 CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. --- -_- THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUCFf OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL \ COMPLETION OF PROJECT. AS PER PACE 6-003. I.T HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IV' WIDE x 8" I7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, „ „ MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d V-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. e� ARCHITECT/EN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: PLUMBING ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL LUMBER REPEATED BRUSHING, DIPPING, HI SOAKING UNTIL THE WOOD I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATION5. - l( 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN II W/ l WITH INJURY TO OR DESTRUCTION OF TAN61BLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE AND AT BASE OF VERTICAL WASTE PIPES. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN 1.9E MIGROLAM 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER [HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EOROIA PACIFIC 2.OE 6-P LAM IZ.2. ORIENTED-STRAND BOARD (055), WAFERBOARP ORIENTED-STRAND FOOT. 15. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES- BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - DISH WASHER.........................................2" OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - KITCHEN SINK........................................2- To BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - LAVATORY...............................................2" APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL. STANDARDS SECTION, THE GOVERNING BUILDING CODE, - 5HOWERPRI5..........................................2" AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 18.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - TOILET............................ .................3" AUTHORIZATION OF THE ARCHITECT/EN&INEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY - LAUNDRY .................................................2" I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - FLOOR DRAIN..........................................3" NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL Ib.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS THROUGH ROOF. 20. GONTRAGTOR TO REMOVE b RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC WHICH INTERFERES WITH NEW E 4 RELOCATE IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BCRED HOLES ARE LIMITED FIBERBOARD OR ASTM C20b STANDARD 5PECIFICATION FOR 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE: DRAIN d IN DIAMETER TO ONE-THIRD THE: ACTUAL RAFTER DEPTH AND THE EPEE OF THE CELLULOSIC FIBER INSULATING BOARD. DRAIN GOOKS AS REQ'P. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE:TOP OR BOTTOM EDGES. PROTECTION. SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL 51 STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE: REQUIREMENTS OF U.S. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRD5 OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I WITH BACK FLOW PROTECTION. THE STUD LENGTH SHALL NOT EXCEED 25% OF 'THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY HOL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. E5 SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF.THE HOLE SHALL NOT BE OL05ER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF I990 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-5ECTION. 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2.2.7. TO CONGEALMENT OF PLUMBING. GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 d &-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 152.1 SQUARE AND II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REOV NAILIN6 FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED z ui NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NOR ANY POTENTIAL DAMAGE THEREOF. 2 STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). A5ME 150 2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 22.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONSTRUCTION MANUAL BY THE AMERIGAN FOREST b PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN (AF4PA) AMERIGAN WOOD COUNCIL (ANC). WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. HALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE rO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAUSION BOLTS EXIST. WALLS it 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND a 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED RENFORCINC (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 0OUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF TI-E LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 6OVERNINO BUILDING CODE AND ANY TABLE R501.7 CLIMATIC GEOGRAPHIC DESIGN CRITERIA GORE,NFPA-TO AND 2020 NEW PORK STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: HM CONSTRUCTION GODS. STANDARD 5HEARWALL HARDWARE (w/NOTED VALLEW $ ANCHOR BOLTS, CODE EVALUATION REPORTS. GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.:" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD ALLOWABLE KARTE N w/b" RISE 6 w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGSSPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH SET 6 D" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES POOL L ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL ELECTRICAL: SHALL MEET THE REOUIREMENT5 OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 CONSTRUCTION;55TD 10-99 AND 2018 5BC HIGH WIND EDITION WOOD FRAME EXPOSUREG 60R CONSTRUCTION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APP�..IANGES SHALL CONFORM AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE MANUFACTURER'S CODE EVALUATION REPORTS. W/NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS,5TUD5 AND ROOF FRAMING SMALL BE PROVIDED. ENERGY CONSERVATION CONSTRUCTION GORE. 22.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B I8.6.1 INTERIOR WALLS a PARTITIONS H/180 WEATHERING SEVERE 2455 NEW SUFFOLK AVENUE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON WOODSCREW5 (INCH SERIES). INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL COMPLETION OF WORK. FLOORS 4 PLASTERED CEILINC75 1-/360 ,1 MATTITUCK NY 11952 FROST LINE DEPTH 3 O � BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFFA12: MECHANICAL CONNECTIONS: ENERALLY,VERIFY OR PROVIDE HARD WIRED ALL OTHER STRUCTURAL MEMBERS V240 B - G 3. METAL PLATES, CONNECTORS, SCREWS,BOLTS AND NAILS EXPOSED 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SMOKE DETECTORS w/BATTERY BACK-UP IN. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/3 DRAWING TITLE: A. EACH SLEEPING ROOM 60 - 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED IGE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 'SIMPSON" MANUFACTURER. B. OUTSIDE OF EACH SEPARATE SLEEPING BY EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 5HEATHINO AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ENERGY TABLE AREA IN THE IMMEDIATE VICINITY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ALLWAY) 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. THE BEDROOMS (GENERALLY THE H HA INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EACH PAIR OF OPPOSING G. EVERY LEVEL OF DWELLING LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 5. RIDGE STRAPS SHALL BE ATTACHED TO EA RAFTERS EXCEPT WHERE COLLAR TIES OF CH OR 2"x4" LUMBER IS (BASMENT, FIRST FLOOR, d SECOND FLOOR,ErGJ LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RAFTERS. MECHANICAL, FUEL 6A5: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL GOM'LY w/THE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER STi�UGTUi��L DESIGN LOADS PAGE: NY5 MECHANICAL CODE AND FUEL GAS CODE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. __.-._.___ _ __ __ -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD DEAD LOAD G-002mOO 16" WITHIN 4' OF EXTERIOR CORNERS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5WIMMING POOL d HOT TUB EXTERIOR BALCONIE5 40 psf 15 psf 8. SILL PLATE TO FOUNDATION ANGHORA6E;SILL PLATE SHALL BE ANCHORED 1. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE -1. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY p TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WITH AN5IAPSPAC•0 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL ARCHITECT DECKS 40 psf 15 psf OF J' AND 3 x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE INOROUND SWIMMING POOLS, 2011) P P PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND b. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM DATE: 05/24/22 2 OF 3 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/106 6 (AMERIGAN NATIONAL HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED PASSANOER VEHICLE OARA&ES 50 psf AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS,2013) BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. 3. AN OUTDOOR SWIMMING POOL SHALL BE 5URROUNDED BY A TEMPORARY BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 51TE WORK WITH LOCAL AND STATE RESIDENTIAL BUILDING COPE5 15 PROVIDED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLO5ED BY A PERMANENT BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.42.6 OF THE 2 VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, 2020 NY5 RESIDENTIAL GORE. RECEIVE CLARIFICATION FROM ARGHITFOVEN&INEER PRIOR TO PROCEEDING. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf lGFZE R(' 5. BARRIERS,BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R526:T.3 OF THE 2020 NY5 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. SLEEPING ROOMS 30 psf 15 psf ����Q M; RESIDENTIAL CODE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. STOCKPILE ALL EXCAVATED MATERIALS. STAIRS 40 psf 15 psf Q 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE * k1. ." ROOTS,ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf _,I 10" FOR M FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. �q 740 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. � JQ 12 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. fi OF N�� "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINOS AND OTHER STRUCTURES) 0EI ERAL S I �50L E I HELICAL PILE NOTES: PATENTED ON VERTICAL CLEARANCE. ALL PILE EXTENSIONS SHALL HAVE A 5.13. ADD ADDITIONAL PILLS AS RECOMMENDED BY ARCHITECT/IT161NEER q-1. PROJECT NAME AND/OR LOCATION.PATENTED COUPLING CONNECTION. q2. NAME OF CONTRACTORS FOREMAN OR REPRESENTATIVE WHO WITNESSED THE V I. HELICAL PILE M516N SHALL BE IN ACCORDANCE H/NYS BUILDING a. 25. ALL LE 4D`,EXTENSIONS,AND HELIX GONFI6URATIONS MUST BE IGG CERTIFIED TO 5.2. IF THE MAXIMUM TORQUE RATING OP THE PILE AND/OR IN5TALLING UNIT HAS BEEN INSTALLATION. BE APPROVED FOR INSTALLATION. REA 44M PRIOR TO 5ATISFYIN6 THE MINIMUM DEPTH REQUIREMENT,THE q.5. DATE AND TIME OF INSTALLATION. NEW PARTIAL HEIGHT I.I. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS CONTRACTOR SHALL HAVE q.4. LOCATION AND REFERENCE NUMBER OF EACH PILE. 0 EXISTING TO BE DEMOLISHED J HOOD FRAME (L.O. STL. MAwFAGTURm BY'MAGLeAN vIx1E'(OR EQUAL)AND MAY BE FURNISFIED BY 5• (GAL PILES,EXTENSIONS AND APPURTENANCES SHALL ALL BE HOT_plppEp 5-2.1. THE OPTION TO INCREASE THE TERMINAL TORQUE TO A MAXIMUM OF 5500 FT. q9. DESGRIpmON OF LEAD SECTION AND EXTENSIONS INSTALLED. W Z Q 'PREMIUM TECHNICAL SERVIGE5'(OR EOUAU(1-600-262-R455). ALL HELICAL 6ALVANIZED STEEL.IN ACCORDANCE WITH ASTM AI55(LATEST REVISION)AND LBS. qb. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM ESR-5052. WHEN APPLICABLE) rl PILLS Ants TO BE INSTALLED BY A FACTORY G>aRTIFIED INSTALLER.ALL H31GAL 522. AFTER CONSULTING WITH THE ARCHITECT/ENGINEER OF RECORD,THE OR FOOTING.EX15TINO TO REMAIN PILES MUST BE IGG APPROVED CONTRACTOR MAY REDUCE THE SIZE OF THE HELIX AS REQUIRED TO ACHIEVE q"" TORQUEREADING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL IN -jr'I12. MANUFACTURER TO HAVE IN EFFECT INDUSTRY REC06NIZED WRITTEN QUALITY 4. ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED THE MINIMUM DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE. FIII�THIS REQUIREMENT,THE TERMINAL TORQUE SHALL BE RECORDED AS A W T1 PITCH GRADE PROFESSIONAL ENOINEER THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE CONTROL FOR ALL MATERIALS AND FERFOGTURIN6. PILE INSTALLATION OPERATION. b. HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ARCHITECT/ENGINEERS qb- MAKE AND MODEL OF THE EQUIPMENT USED FOR INSTALLATIONWNEW FOUNDATION WALL NEW WOOD FRAME (L.�S. Is. ALL Y�LDING,IF APPLICABLE,TO BE PERFORMID BY WELDERS GERTIFIEDIh4DER Lu SECTION 5 OF THE AWS CODE DI.I. PLAN.ALL CIIANOES IN PILE LOCATION MUST BE APPROVED BY THE ARCHITECT/ q.q. THE INSTALLATION SPEED(R"OF THE HELICAL PILE q.10. ABRUPT CHANGES IN INSTALLATION TORQUE Z STL. WHEN APPLICABLE) II I, 5 BEAM AND PILESHELICAL SHALL BE INSTALLED I'f MINIMUM AND A MINIMUM-BELOWYIN6�AGITY �I�R 4.II. ANY OTHER RELEVANT INFORMATION IAOON RELATING TO THE INSTALLATION. II 2. LEAD SECTIONS,HELIX GONFI6URATION d EXTENSION SHAFTS: OF 10 TONS WORKING LOAD(bE516N)SUBJECT TO THE FOLLOWING PROVISIONS 'T. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION,THE I 2.1. LEAD SECTIONS SHALL BE'MACLEAN PIXIE'MODEL 150-61012-57(OR EOUMJ WITH f/1 NEW I-HR FIRE RATED MIN. (2) 2"X4" STRUCTURAL II A lrL ROUND CORNER 50UARID SHAFT AND AN 8',10',AND 12-DIAMETER HELIX (LOWER TONNAGE SPECIFIED ON PLAN WHEN APPLICABLE): CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE 055TRXTION IF POSSIBLE 10. THE INSTALLER MUST PROVIDE A N.Y.S.LICENSED PROFESSIONAL ENGINEER CERTIFIED 0 v, Z P05T FOR 4" WALLS I GONFI6URATION. LEAD SECTIONS SHALL BE T LON6. OR RELOCATIN6 THE PILE WITH THE ARCHIT507'5/ENGINEERS APPROVAL. THE PILE LO6 J = WOOD FRAME (L.O. 5T L. II 22. ALTERNATELY,THE LEAD SHAFT MAY BE 2.5-M"SGH 40(MIN.-MOO FT-LB TORQUE 5.1. IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFED AT THE MINIMUM LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PINS. (MIN. (2) 2"xb" STRUCTURAL I _ RATING)PIPE SHAFT, i'LONG AND AN 6",10",AND 12"DIAMETER HELIX DEP1I I :T► CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS, II. IF FIRST PILE DRIVEN EXCEEDS A 50 FOOT DEPTH-CONTRACTOR SHALL NOTIFY �, Y Lo WHEN APPLICABLE) II GONFI�IRATIoN. 5.1.1. INSTALL THE PILE DEEPER U51N6 ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED B. THE HELICAL PILE SHALL BE COI GTID TO THE STRUCTURE WITH AN ICG GERTIFIID ARCHITECT FOR THE PURPOSES OF COST ANALYSIS AND POSSIBLE HALL N N IF PILE POST FOR 6 WALLS), U.O.N. II 2.5. ALTERNATE HELIX C-ONF16MATION-LEAD SECTIONS MAY HAVE A 10',12',I4'HELIX TORGM LEVEL 5.12. REMOVE THE 5 OBIT INED. D INSTALL A PILE WITH LARGER AND/oR MORE STEEL SHOWN ON BRACKET,STEEL L PLT'S EN6INEERATE,OR�P ANORTT IN5E CONING AS THE CASE TION DEVICES MAY BE- BE LEAD SHAFT. Q Q Q NEW 2-HR. FIRE RATED II CONFIGURATION HELICES. THE REVISED PILE SHALL BE INSTALLED BEYOND THE TERMINATION CAPABLE OF SAFELY TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. 1 2.4. ALL HELIX PILE EXTENSIONS SHALL BE*MACLEAN DIXIE'MODEL P26(OR EGJALJ WOOD FRAME (L.O. STL.L. II I� # ZITS•SGFf 40(MIN T500 FT-LB TORQUE RATING)PIPE SHAFT 5',T'OR 10'IAN6 DEPTHOr-THE ORIGINAL PILE,A5 DIRECTED BY ARCHITECT/ENGINEER. q. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE.THESE a WHEN APPLICABLE) li itt- I (I) BARE®T m u/RECORDS SHALL INCLUDE,BUT ARE NOT LIMITED TO THE FOLLOWING, >"' �' Z z 0 MIN. 4 BETWEEN EDGES OF I II II (2) # 5 REBAR II Z � PANELS (STYLE TO SELECT) JI CNJS II GONTINU W II 32'-O" Q J J 00 FRAME DECK - - - - - FRAME DECK SIMPSON H2.5A RAFTER � II � > � Q TIE (OR EOUAL) „ „ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z Q 5x DEEP P. II �n I GONG. GRADE ---------.a[------ 0 6" WATER LINE J r'I 0 5/4"xb" P.T. DECK LL===M I BOARDST4 BEAM (4,000 PSI) I I j I - 1 Z } GRADE O (n - --_ - - # 3 STIRRUPS -------- --------• 1 = GRADE Q Z r -- a Ib O.G. - - I � J N - o (5) #6 REBAR -'� I -. Lf) m TA (2) I/2"� HOT DIPPED GALA. (I) #5 REBAR BOLTS a EA. P05T W/OVERSIZED OVER EA. PILE P.T. D.J. AS = WASHERS d END NUT PREBORED PER PLAN (Y z INTO BEAM,POST, DECK TIE _ RIM BOARD A55EM5ELY 6"xb"x1/2" THK. GAP PLATE;W/ P.T. BEAM A5 NOTED (I) 5/4" H.D. GALV. THRU BOLT NEW STL. HELICAL PILE ¢ ___ (BOLT SPEC. AS PER MANU) SEE PLAN AND NOTES ' cV 50LID BLOCK ® 12" O.G. ryry (2) SIMPSON VJT14Z (1) 1/2"4> H.D. 6ALV. THRU C'ROUNDWATER�- - - - - - - DECK J015T TIE 0 BOLT W/OVERSIZED WASHER EA. POST 4 END NUT PREBORED INTO _ 12'-O'' 13'-O" P05T 4 DECK JOIST TIE "SIMPSON" ABA44 a COLUMN BASES _ J 4"x4" P.T. POST .2 V ,J GRADE 2 POOL FOUNDATION NALL DETAI L SECT 10N A-A!A-1 O 1 A-1O1 Q 12"(P 'SONOTUBE' FILLED ii A-101.00 SCALE: 5/4" = P-O" SOLID W/P. GONG. o °u I SCALE: 1/4" = 1'-0" .. (MIN. 4,000 PSU p z_ ° O ° ° u (2) 2"AO" P.T. DROPPED - - (2) 2"xl0" P.T. DROPPED GIRDER GIRDER 4'H. &LASS POOL EXTERIOR MOOD DECd< DETAIL I _ � � ENCLOSURE A-101.00 _ SCALE: 3/4" - I'-O" I a0 ao - p EXIST. 5TEP5 X!� X� O .• FOUNDATION PLAN NOTES 3: ® 0 1 Xtu ® 0 1 _Q a z 4 OTYPICAL P. GONG. ORA.DE BEAM $ WALL 1-1'-4" 5'-10" CONSTRUCTION: I 4" 4" • 5" P. GONG. FOUND. WALL AS PER DETAIL UPON 5'-by2" 5'-by2 5'-by2" • IS"xl5" P. GONG. GRADE: BEAM AS PER DETAIL UPON - - - - - - - - - 3'-O" • STL. HELICAL PILES AS PER DETAIL d NOTE-5 - - �"- DBL. D.J. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR (3) 2"x5' FLUSH HDR - I PROV • B.O. 6RADE BEAM 5'-0" BELOW GRADE MIN. I PROV. SIMPSONTO A JOISTD.J.A I Ib'-O" - SIMP50N JOIST • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I I HANGERS TO i FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 2 ALL D.J. I I I ^-LANDIN6- m OTYPICAL LEDGER BOARD a EXT. DECK: - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOI5T5 2. SECURED W/(2) 5/5" 41 x 5" LONG H.D. GAL. LAG r `� I r BOLTS ® I6" O.G. I I I NEW 2"x5" P.T. D.JI 3. INSTALL H.D. &ALV. JOIST HANGERS BY '51MPEOW (OR I TYPE #I PILE I NOTE: I WOOD(FRAME ^•STEPS^• EQUAL) 1. TYPE # I HELICAL PILE: EXIST. 4. PROVIDE FL.ASHIN6 TUCKED UNDERNEATH 5ADIN6 4 MIN. 5 TON WORKING LOAD LWOOD FRAME BENT OVER TOP EDGE: OF LEDGER BD. I CAPACITY (MIN. 2500 FT-LB. DECK j�EW DECK N 5. SEE NOTED DETAIL I TORQUE) m WOOD FRAME z QUANTITY I.7 DECK SELF CLOSING/LATCHING GATE g I N) I = Q � b=0' w OFOUND 4 POSTS FOR WD. DECK: I a ( �u (5/4"xb" COMPOSITE DEGKIN6) o 3 HP. P.T. POST d P. GONG. IPIER UPON FOOTING AS PER a _ 2 �/ 0 NEW DEGKIN6 V DECK DETAIL (TYP.) I b y I I Q r Ilan I I I I Q� PILE POURED CONCRETE AND STEEL REINFORCEMENTTYPE #I' NOTES: x I x Fw- I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS I ( �t 2. IF WATER ENCOUNTERED DURIN&POURING OF GONG.,EXCAVATION NEW 2"x5" P.T.D.J. I ALIGN PROJECT: NEW REINFORCED P. GONG. POOL SLAB SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 1. NEW 4" THK. P. GONG. SLAB W/b"xb"-AO/10 W.W.M. UPON \ \ ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER �Y I O \ - 1 1 2. 2" THK. RIGID FOAM INSULATION UPON 5" O ENCOUNTERED \ 3. b MIL POLY VAPOR BARRIER UPON 1 \ � EXISTING 2 STORY KARTEN 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS m I I 4. 6" (MIN) GRAVEL BASE I \ = FRAME HOUSE IS NOT \ EXISTING 2 STORY 7i POOL PART OF THIS FILING \ FRAME HOUSE I5 NOT 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT r I I \ r \ PART OF THI5 FILING 25 DAYS AND SHALL CONFORM TO THE CURRENT AV 315 CODE I I I \ \ 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I I I I 1 I \ \ CARBON STEEL A5TMA615 6RADE 60. WWM FOR 5LA55 DO NOT NEED TO BE EPDXY COATED I I I I I ;i 2455 NEW SUFFOLK AVENUE 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I MATTITUCK, NY 11952 SHALL BE STAGGERED lu 2 Lu 11 \ -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I O ao PLACE AT TIME OF POURING a MAINTAIN REOUIRED CLEARANCES, a a I a I \ \ DRAWING TITLE: COVERAGES, AND PLUMBNF-55 Q Ill I I Q W \ \ 5. CEMENT SHALL CONFORM TO A.STM 0-55 FOR STANDARD WEIGHT ' a I I I I ►-�I I ;+ o _ \ t PROPOSED FOUNDATION PLAN CONCRETE r o I ., IL� r \ o =� `4 \ a zo z PROPOSED POOL & DECK PLAN _ IL ry I I o \ ry = ry N� POOL SECTION CONCE:TE - GOLD WEATHER POURING s CONCRETE MIXTURE I I I ry l \ z 0 z°u DETAILS 1. THESE CONCRETE IN (TEMPERATURES UNDER 45*F IF THAT TECATIONS SHALL APPLY FOR THE INMPERATURE I \ X p�a \ M O HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE I \ lL 0 ENCLOSURE POOL \ IL PAGE: 2. SPECIFICITY OF CONCRETE Va: ICN MIX SHALL BE BY OTHERS I 1 I TYPE #I PILE 1 \ 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ( - - - - - J I - \ - vv :10 In ®® CONFORM TO AGI 30b. m - - tV \ 4'-0" 2' 6" \ r I- 4. IN No CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ ) I O O f \ \ SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 1 `t o 2 Q V �z a la 1 \ \ TEMPERATURES WITHIN 10" F OF CONCRETE. - - 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. (2) "xl0" P.T. DROPPED Q Olp w �' 1 .o „ IQ a z \ 1 DATE: 05/24/22 3 OF 3 2 REMOVE AS REOV. (2) 2'xl0 P.T. DROPPED Q I \ _ GIRDER zx ® _ CARDER In* \ \ 8 THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. \ 7. 'ORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER eND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. \ \ 1 I -.D ARC, 5. COCRE I SHALL BE AIR ENTRAINED FOR COLD WEATHER POURING. m \ V r'J� k1 ,O `I. W4-CHLORIDE, NON-CORRO5IVE ACCELERANT ADMIXZURE5 ARE \\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\ C t:tC, V f'EIMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 \ \ Z ,- , : n, (A5M r-4ct4/G4c14M,TYPES G A,ND E). \ \ EXISTING 2 STORY EXISTING 2 STORY 10. GON:)LT ARCHITECT WHEN STEEL EMBEDDMENT GRO55 SECTIONAL FRAME HOUSE 15 NOT \ A.RE#, EXCEED ONE SQUARE INCH. \ PART OF THIS FILING \ FRAME HOUSE FI NOT (p ':41' \ PART OF THIS FILING7 03 40 Q It. ONCE ONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED \ TO REI-ATED FREEZING AND THAWING UNTIL CONCRETE HAS 5 10 20 REAGHb A COMPRESSIVE STRENGTH OF 500 P51. GRAPHIC SCALE 12. PLAGEMIT TEMPERATURES SHALL CONFORM TO AGI 306 FROPOSED FOUNDATI ON FLAN PROPOSED DEC< POOL PLAN r SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"