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Home My WebLink About42363-Z �g�yfFDlq��` Town of Southold 3/1/2021 ao Gy.� P.O.Box 1179 o _ 53095 Main Rd yjjol �,ao�;� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41864 Date: 3/1/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 645 Golf View Ct.,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-133 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/12/2018 pursuant to which Building Permit No. 42363 dated 2/12/2018 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: One family dwelling with attached three car garage finished basement slate patio and roof top deck as applied for The certificate is issued to Thompson Design&Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0050 02-25-2021 ELECTRICAL CERTIFICATE NO. 42363 03-01-2021 PLUMBERS CERTIFICATION DATED 01-14-2021 Nick S la u o ized Signature �ygpp�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �� • �, SOUTHOLD, NY �Qi � yaa _ 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#: 42363 Date: -2/12/2018 Permission is hereby granted to: Thompson Design & Dev LLC 1974 Decatur Ave Bellmore, NY 11710 To: Construction of a new single family dwelling as applied for per SCHD approval. Replaces BP#40382 At premises located at: 645 Golf View Ct., East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-133 Pursuant to application dated 2/12/2018 and approved by the Building Inspector. To expire on 8/14/2019. Fees: PERMIT RENEWAL $1,427.60 Total: $1,427.60 r Building Inspector ��SUFeoc,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT C. i 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#: 40382 Date: 1/412016 Permission is hereby granted to: O'Doherty, James 19869 Greenbriar Dr Tarzana, CA 91356 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 645 Golf View Ct, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-133 Pursuant to application dated 12/8/2015 and approved by the Building Inspector. To expire on 7/5/2017. Ll 7 � Fees: .* SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,855.20 CO -NEW DWELLING $50.00 NO:: $2,905.20 Building 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00_ 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. New Construction: °J Old or Pre-existing Building: (check one) Location of Property: L{ GI�Z �y(-�t,t) C—T _ (/�.A House No. Street Hamlet Owner or Owners of Property: CHI"M A-5� Suffolk County Tax Map No 1000, Section o Block 2-- Lot ( 3� Subdivision l G Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ -�A IZZ App scan giraturir rag SOUl�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 �O COW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Thompson Design & Dev LLC Address: 645 Golf View CT city-East Marion st: NY zip: 11939 Building Permit# 42363 Section- 30 Block- 2 Lot 133 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt 74 Ceiling Fixtures 4 Bath Exhaust Fan 7 Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 10 Smoke Detectors 7 Main Panel 150X2 A/C Condenser 3 Single Recpt 4 Recessed Fixtures 124 CO2 Detectors 2 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch 300A UC Lights Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 63 4'LED Exit Fixtures Pump Other Equipment: DW, Gas Range, Hood, W/D, Fridge Notes New House- First and Second Floor " AS BUILT NO VISUAL DEFECTS " - Finished Basement Inspector Signature: p Date: March 1, 2021 S Devlin-Cert Electrical Compliance Form As (As C 2� 10 Town Hall Annex 'Telephone(631)765-1802 54375 Main Road r-ax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD FEB 2021 CERTIFICATION Date: 7so Building Permit No. Owner: -1%"—%— i(;Eov) A-e!�- \ - – (Please print) P I u m b e r: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 14 day of C� 2021 44 v MICHAEL J.JANNUZ7J Notary Public, – � County NOTARY PUBLIC,STATE OF NEW YORK No.4888109 Qualified In Suffolk County Commission Expires March 09.2023 '(03 8- rAf s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I 1A6NDIATION IST ROUGH PLUMBING E FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAUUCMC%-,, REMARKS:- U DATE INSPECTOR /tf--7 r O� o��OE SOUlyo! � o comm,0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT40N FOU DATION 1ST [ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION �AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tiIV t 4 DATES INSPECTOR pE SOUryo{o o�ycOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: froAlmQ0 --fw;k raw ol 94 nog • ✓ �1/ �f - s � DATE JOIN ` INSPECTOR SOUlyolo D ® TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Vim` SOUrho� H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS: 4A 96bfC 96Kh'" 0 V NAA 4 0"mkn 016s QK/ DATE L "'Yt7l�� INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST 1 WUGH PLBG. FOUNDATION 2ND �/INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [i<FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRI (FINAL) V7AI REMARKS: Eyz u .�ll o vu DATE INSPECTOR 0 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 9kto� -e • no �✓ w( b DATE I g INSPECTOR SOUjy hod olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �wkervl Q1nm t �C� '� ✓ DATE - INSPECTOR �o�aoe soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 765-1802 ANSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [ FINAL ffb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �C 44_ �& co— EYhn J c��a l� l h CS' DATE INSPECTOR ho�aOF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] MMULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: P. fll ►''�vL, Wl ��, t L4. -6 &A1 Ark A-rAns, in 6vnv�S 4&IL, caiA &044� R N&A66 n 'rw- SW tvi r�Cd J w(s. �WA&n ( -36 V 1 C, c --� DATE INSPECTORycl",/ soy i-i 2�C-)3 `- TOWN OF SOUTHOLD BUILDING DEPT. .765-1802 INSPECT 10,N [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE-&-CHIMNEY' ' [ ]..FIRE SAFETY INSPECTION FIRE RESISTANT'CONSTR,UCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AA us4- Lo,&(�z o� C4 e n�,/=22� DATE- INSPECTOR --- OF SOUIyo� OV 6qg, 40,wvlewC4- # # TOWN OF OUTHOLD BUILDING DEPT. _ �o • ,o `yeourme�' 765-1802 INSPECTION [ -] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] 'FINAL [-`] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: _S-U-/LJ-- T. -JAHS Vii' f DATE INSPECTOR NEW CENTURY GLASS & ALUAHNUM LLC. 71-1b 51stAve. Woodside, NY 11377 Tel: 718-803-3988 Fax: 718-803-3288 Date: October 19, 2018 To Whom It May Concern: Tempered glass ordered by Mughal Door Plus Glass & Mirror, as per our order #CO1707-14958 are fully tempered as code ANSI 297.1-2015 & 16 CFR 120111. 1/4" Grey Tempered Glass Dimension QTY. j 13 FEB - 4 2021 54-1/2" x 34" 1 pc. 56" x 34" 1 pc. 63-1/2" x 34" 1 PC. - 64-1/2" x 34" 2 pc. 64" x 34" 1 pc. 61" x 34" 1 pc. 62-1/4!' x 34" 1 pc. 62" x 34" 3 PCs. 61-1/2" x 34" 1 pc. 69-1/2" x 34" 2 PCs. 62-1/2" x 34" 4 PCs. 63" x 34" 2 PCs. Please feel free to contact us if you have any questions Sincerely, Jay Cao Manager NEW CENTURY GLASS & ALUMINUM LLC. 71-1b 61stAve. Woodside, NY 11377 Tel: 718-803-3988 Fax: 718-803-3288 ' s' ' ? -�, ; r_ dw_�.� FEB - 4 2021 Date: October 19, 2018 To Whom It May Concern: Tempered glass ordered by Mughal Door Plus Glass & Mirror, as per our order #CO1707-14527 are fully tempered as code ANSI Z97.1-2015 & 16 CFR 120111. 1/2" Clear Tempered Glass Dimension QTY. 32-3/4" x 51-1/4" 1 pc. 30-5/8" x 64" 1 pc. 39" x 62-3/8" 1 pc. 84" x 40-5/8" 1 pc. 83-1/2" x 40-5/8" 1 pc. 104" x 39" 1 pc. 113-1/2" x 42-1/2" 1 pc. 110-1/2" x 46-1/4" 1 pc. Please feel free to contact us if you have any questions Sincerely, Jay Cao Manager 'a NEVA CENTURY GLASS & ALUAHNUM LLC. 71-16 61'tAve, Woodside, NY 11377 Tel: 718403-3988 Fax: 718-803-3288 Date: October 19, 2018 To Whom It May Concern: Tempered glass ordered by Mughal Door Plus Glass & Mirror, as per our order #CO1707-14527 are fully tempered as code ANSI Z97.1-2015 & 16 CFR 120111. 1/2" Clear Tempered Glass Dimension QTY. 32-3/4" x 51-1/4" 1 pc. DEC 7 8 2020 30-5/8" x 64" 1 pc. ; 39"x 62-3/8" 1 pc 84"x 40-5/8" 1 pc. 83-1/2" x 40-5/8" 1 pc. 104" x 39" 1 pc. _ 1 113-1/2" x 42-1/2" 1 pc. ` l 110-1/2" x46-114" 1 pc. G.e.�� Please feel free to contact us if you have any questions Sincerely, r l CA— Jay Cao Manager Kjr 1 /: OF r AMR a � J.tea VI AM.� l milli ANOM 1 • NERGY cbm VAI IFA JAP A FIR MAMM4 OWN M, i . �► 'ti ! � r '�: �"?�^.t ,► f.� ��' � � ��qi j fit w—� _ � •."L i _._w....LI, �..fl , A. ,�# :_. ::1.�._ A Via_.\ � /" p' a i� - TOWN OF SOU'u%D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' ' " ' ?' `-3 Board of Health SOUTHOLD, NY 11971 - - - _�4 sets,ofBuildii'ng Plans" TEL: (631) 765-1802 ghd-a1�Froval FAX: (631) 765-95020 _� Survey'' { SoutholdTown.NorthFork.net PERMIT NO. Qwk ---i"Septic'Form -mss --� C,O.Application t Examined ,20' f �� to - Storm-Water Assessment Form 1v on DEC 8 2015 �.,� ! Contact: Approved ,20 j nno)o 1 Disapproved a/c Phone: Ex J_Lgtion s ,20 't / D� Bul din �nspector Ir �? L� N® 15 ! APPLICATION-FOR'B IT' i Dated f , 20 1 S' i t„- UPT INSTRUCTIONS a. This application MUST be completely filled in by`toewrit6f br'iii lr I nd.submitted to the Building I i Spector 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<rady not,be commenced,before;issuance of,Building Permit. d, Upon approval of this application,the Building Ins'pector'will issue a Building Permit to the applicant: Such a permit shall be kept on the premises,available for inspection-throughout tha work. , e.No building shall�be occupied or used in whole or in part f'or any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the world authorized 'as_not'commenced Within I2 months after the date of issuance or has not been completed within 18 months from suclixiate;,If no zoning amendments or other regulations affecting the property have been enacted ih thelrit'erim,the Building Inspectbinmay'authorize,in writing,the extension of thepermit for an addition six months. Thereafter, a new permit shall be required. APPLICATION ISHEREBY B,uildiiiDeparfinentdQr the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town,of S,outl old,%Suffol Cpurity;z 6w xork; and other;applicable Laws„Ordinances,or Regulations, for the construction of buildings, additid�t,or alt9r. tigns'or,fl,xemoyal or-demolition�as 1�erem described. The applicant agrees to comply with all applicable laws, ordinances,buil'ding;cpdd;fhqusirig code;and,r latlons;_and to admit authorized inspectors on premises and in building for necessary inspectio x, ignature of applicant or name,l corporation) (Mailing`.address'of applicant)' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder _ - 1 - 1 l P� Name of owner of premises (As"on the tax roll-or•.latest,deed) E If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License"No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ;_ ,, < <,,;;,;; ,,,Hamlet County Tax Map No. 1000 Section 3 Blockt`'°''s - Lot 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 NO_LsZ=_ b. Intended use'arid'occupancy �� 11��1 l �L — S i or u(_L- 3. Nature of work (check which a licable : New Buildingl 0p ) g Addition Alteration Repair —Removal.,,,' Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on fling this application) 5• If dwelling, number of dwelling units Number of dwelling units on each floor /-vile If garage,' numbef'of cars` " " 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 9 - 7. Dimensions of existing structures, if.any: Front �� Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front A-57�4, 'Rear Depth Height -,� ,c. ; r ',;' Number of Stories 8. Dimensions of entire new construction:,Eront ,.f.},;� �106,`� j ` >� , '��" De thy? Height —3-,6 ' R`' Number of"Stories 72- fz-C-r6q= t>�Vl_ V' 9. Size of lot: Front t 7<'l cyRear ;1_ , Depth � `�r �S 10. Date of Purchase Name,of Formex,Qwner ' 11. Zone or use district in which premises,are,situatedt'..'„'.,,. 12. Does proposed constr'uc'tion'Fvi;olate any,zoning l"aw;;ordiriarice'or regulation?;,YE5; r NO 13. Will lot be re-graded? YES NO Will excess fill'.be'removed'fr'om?preinises? YES NO 14. Names of Owner of premises C I 7lk i'Address ,lam 'l�uR :Phone'No. �S( � �b21 Name of Architect, M - 1,;: '.""�Address:l s�iAiC 'D Name of Contractor _ :�J;. one Ph Addxess= No.' 15 a. Is this property.within I00,feet o£a,6dal wetlandoor,ii fR,esfiwatet,�vetland?=*:YES"•.: ,•NO' IF YES, SOUTHOLD TOWI�TRUSTEES'&�D,ESC:;PERIVIIT `IvIAY'�BErREQUIRED. b. is this property'within300ifeee fa'tiddl•wetland?.*}YES ' f NO * IF YES; D:E•C. PERMITS'MAY"BE REQUIRIED:';1,;"!f;1 ' 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 eovenants,and-:restrictions with-respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY u� ��, "t. S , ..being,qulyi 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 peifornied the said work and to make andfile this application; that all statements contained in this application are true to the best-6f 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 - rte_day of )� �Q�20� - �� p B CONNIE D.BU H-- _ Notary Public ary ublic,Stets OT MW oo Signature of Applican No.01 BU6186050 Quallfied_in k County Commission Expires-April 14, I o��Ofr S0�/Pyo` � o lbsvn Hall Annex Telephone(631)765-1802 54375 Main Road (631)765- 5Q2 P.O.Box lv9 • e roger.richertCa j0o`wn.i M' oll[tlI ny us Southold,NSC 11971-0959 lyCODIiI�,� 1 F BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION . I REQUESTED BY: c.�a.-� 1.�.�i lS c� Date: I O ko 1(_0 Company Name: M jk� W< <Sor 12 Name: License No.: _ M Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �- �.s-t- *Cross Street: *Phone No.: S1(Q • (aCQ.I 103 Permit No.: 3 2- Tax-Map Tax-Map District: 4000 Section:_- Block: _ Lot: 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ck 3c3m % Ser- l k j (Please Circle All That Apply) *Is job ready for inspection: YES N Rough In Final *Do you need a Temp Certificate: GSlNO Temp Information (if needed) *Service Size: 4 Phase 3Phase 100 950 200300 350 - C-" -0 .r1Other, oY e,'`!l F, � New ServiceD Re-connect Undergroun Number of Meters - Change of rvi2e %6'Aead)i , Additional In ation: PAYMENT DUE WITH APPLICATION 1,10 ;' ! a d_ 82-Request for Inspection Form ?a � S Town Hall Annex ( C'✓ i Telephone(631)765-1802 54375 Main Road 'ax(631)765-g5Q2 P.O.Box I179 G, e roper.richert(goWn_ AM50lld ny us Southold,NY 11971-0959 i BUILDING DEPARTMENT i TOWN OF SOUTHOLD 11 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. tScry Date: 10 Ito (Ce s Company Name: M i\<� W 1�:l* Name: License No.: Address: L _ Ck Phone No.: . JOBSITE INFORMATION: (*indicates required information) *Name: ��1on�aS � o rn Sam ' *Address: CC.Lis Go,� V � *Cross Street: %3D-4 *Phone No.. Permit No.. 1 . . Tax-Map District: 1000 Section: Block: _ Lot: , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �� r1t�..J ho�.st. �a.� � Sao �. �.�.�,�� v-o�,,,,�• � (Please Circle All That Apply) Is job ready for inspection: YES N Rough in Final *Do-you need a Temp Certificate: YES NO i Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 35 �g *New Service: Re-connect Undergroun Number of Meters Change o� �v�q a Additional In ormation: PAYMENT DUE WITH APPLICATION r : f , - U �1 Ni qw �...� 82=Request fior lnspec6on Form C ( I 6f-e-( eilL 71A 49, PU L o��OF < �o `1'otim Hall Annex Telephone(631)765-1802 54375 Main Road (631)765- 5 2 P.O.Box 1179 G� @ roger.richert(a_ex, n soufh�Q�d ny.us : Southold,NSC 11971-0959 4UNV I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: 'M cr�.� l.`)i lS cr--� Date: 10 1 1 co (Co Company Name: M W c_ Name: License No.: _ M Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) i *Name: *Address: ��{ Go ,�` *Crass Street: *Phone No.: Permit No.: Tax Map District: 4000 Section: Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES(ON Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (if needed) w *Service Size: 4 Phase 3Phase 100 150 200 300 350•-3 c-400 -7 Other� New Service: Re-connect Undergroun Number of Meters Change of SJrvice Ei i Additional In ormation: PAYMENT DUE WITH APPLICATION It tl _ 4 � � '-`•;� may-,, ,(7�re , 82=Request for Inspection Form u� I�r +�illl �8 pill fwn� 1113 c�� I L yxa+s : - S^.-' "- -,v}=y,-'.7•,�;,,:r .�` u�,r =?v' �a :g,�'-:(.+-`U' FF -Y � PE�i_ Y; tiF fib'fes;" a r' <-, •*' a,K iotas ,,-',_ ,;. " -a. a. .,,s V. y,j?,1 r�- s" - `'`�.t��.:. „C�j ,,�,.�±,` '4+•r 'i�:<"t.h'..a` - - _.is'sir'C ',r.;,x;µ�.��'�'"�,,_��*-.. _ y :: ,', oFasouryoti= 'BUILDING-DE=PiARTMENT .a: .•,�Q� - _ _';i7' - Tor�x.Hll,A_ nxi%'5-4+.37z5:.,Mr`ai�',Road•;PQ.'Bo..x^''.1..1t'4`7H9,,.�,;Sou_t,iovldt_;'.,N`n^'Y�aom):',,1rh±9S71,`.-i0tOM;ifOF'S,UTHOLDh w 'S,:9`r-•'k5-;9"`. w�'.':; ;�kr7,�,e1. s F ` ;Tele hone`(53:1)"7fi5=1802°•',Fazr "M: '4•::vr - �'e"tTI.R �! ` V= uDate V a-rs.r '°- ?;�r.�.1°v';,'ts.l"�`„,.;,6�a."`�_�y.."'...a-�:'�".»;�•;2;w�-4. - rcr..a a''v,-P.:+-"_ `.L� ,>'"� ;, ^=y„`n< , :eTem or'a `Certificate$ IVurtiter,gfAlvietersE `Y+ - e�:"'' :•� ��,�y=*. a, .L`�_nom.*;",s„ - - „rJk,ex' }Y,=s i �.�.i^'�'!4+"u. Sxg� _ ��` yt"'ka4,{y; {v�x"•� _ - ry'j�«y y�.m.�� w„+"i+d' - .'�+,'P - 5r x„ Vyt ` y'•^••* l'1, h'.x-� 'ryi :. .. 'f^{''',n' "i � vY.z `Y:•'M.,., '`Si'ze�='' F��'�.�'e' _`r�:��:.Pt`ase`/'-``j•'.�: �� 4��;�= •� ,drvS�-� -� -x�.„ - y -'Qverhe`ad CI;''`Undergr-tin •"� - _ l�• ` '� �New�Service : Changeof�''Serv'rce`'0= Reconnect,•Existing4S,etvice ��,0�� ,r . ` �.•;,...._��ax��'a��'..z ;��`.�:;.` �'�'�:"_''• �f,��,•r�.'�.X�.`„""r,'�a`-�'.,��`,�; . AM, i!t�'.i'�l%'aT.:;"�`a�-'t^z'�`a`-�«',�,�d=. •'--� •„�7 i��” Lcicat�ony.£lo' `St? _ �'I`nstali,`ed b'y' G�t(L.CG�"�'�f/'CG•SG�.('�Yc�� ` - �'J'`�'.Lic.:#_''S��°!�t'•"`��-'��' Re erence: �p-x7'I ,' t "ApplIcAtibrildr elecfj"[a ser"viceYe ui rrienY is'on file:w"itti tiie,Towri of'rSouthold:,Qn applicant's notification fi at="this"instailati"on Is,,tothOf i ,ttie.town wi'llAndild remiAe',46spection;o_f�ttie-ewice:equipment `w;uL� «+ � .•, :� .';.,�,^�.... • :r,,` s,lµ . ' ^<"�' '' [n`y Te, �Tf4veri �o� s"•valid'f the,6bovedate:' AUthorizedby �� 7-.m ar-- S10 F04 00 Town Hall Annex �a Gy Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 cin z Southold, NY 11971-0959 zzd BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYR.E CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANQ7AR TIMBER CONSTRUCTION Date: l o Owner:_ 7 f-ft�P-S f{�a�1s-6�'11 :;,.. .�•, ) Location of Property: 6 f ;; '_G •'l,t:l` ',`w G y, -G. M Please take notice that the (check appiicable'line): New residential structure, Addition to existing"residential structure Rehabilitation to amexisting.residential strucfure " to be constructed or performed at the' ubJefi'-prb'p'ety;reference above will utilize _ � r (check applicable line): r Truss type constniction.(Ta _ . Pre-engineered wood.;con_strucfian',(P11 �; :� Timber construction (TC) in the following location(s) (check applicable line): Floor frarning, includin'gigii-ders:and,t Fume(F). Roof framing(R) . : ti _ Floor and roof framing (FR) Signature: Name (person submitt.r?y this forte): MM A-K3 Luca-l- , Capacity (check applicable line): Owner Owner representative TrussResReg1S.docx Effective 1/1/2015 t . 6" DIAMETER REQl,EC711FE R. Fz{3' ��:: ,„' ROPUTAN ALPHANUMERIC DESIGNATION.OF'CONS7-RUCTION (PltfiSj#l87 - r �� ;►r'. i� t` TYPE'¢�iS1�DLON•SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2"WIN - - - REFLECTIVE WHITE • • r.• ' .•.ref. ,l •:1r[t.•- 1/2'STROKE TRUSS ad tSl`RUCTION , "F"PGIRIDEI��S FRAMING,,I(�I,CLUDIgG - - AND£,IA;AtS!• R 1100F," "FR" k [F1id 61* 'F ki4MI G .. TRUSS) H .it1i'�ti11�1: � CCNUANCE VMTH 19 t,C RR PAR :1?Q,54�i�, CODES DIV.(StON E/V"V\PLE TRUSS IDE V 1 iFItal'11 Illi V SIGN DATE-0 J/05(3M : : -- - • � _ NEW YORK STATE DEPA.P.TMENT OF STATE s DIVISION OF CODE ENI✓ORICEMENT arocc : A N D ADMINISTRATION Scott A. Russell ��° �� STO]KMIWAT EIK SUPERVISOR n MIAN AG]EMI]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 2�J a� Town of So u th o l d rte-/ CHA,PTEt^236 - TER MANAGEMENT WORK',SHEET ( TO BE COI�IPL PTED BY THE APPLICANT ) NOV 0 5 20 6 - THIS --PROJECTVOLV E ANY OF 'II'II-lIIE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ,...---� [�❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ' ❑E�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[,*E. Site preparation within the one-hundred-year f loodplain as depicted - on FIRM-Nap-of-any--watercourse-.- 110 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner, esign Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Duinct NAME � � a • — Section Block Lot //' FOR BUILDING DEPAI�T"vIEN`I- L`SF ONLY Contact Information 5 (p - Td,1A. Reviewed By: — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work — — — — — — — — — — — — — — — — — r ,L j +I n� /i � � ® Approved for anaprocebsing men Building Permit. lt''1 /��1/�-{- �/ Stormwater Management Control Plan Not Required. C�`T I 1 \�-r l _ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP-'FOS MAY 2014 APPLICANT S.C.T.M. # 1000 saw' CHAPTER 236 (Property Owner,Design ProtessSonal,Agent,Contractor,Other) �,- O !( ac-j 2. 1.?.3 a t Stormwater Management Control Plan CHECK LIST P�/1 Section lock �. z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ate: * The applicant must provide a Complete Explanation and/or Reason for not providing SG-9 I f s S of �� all Information that has been Required by the following Checklist I. A Site Plan drawn to scale-Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0� b Total Site Acreage. EROSION SEDMAIRAIT CONTROLS c. Existing - Natural & Man Made Features within 500 L.F. -.;h;411 imr-hide but not be limited to., of the Site Boundary as required by §236-17(C)(2). ; d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0A we'! maintain-ad Construction ' e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) SeedhiUf ed andMr inactive soils. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. �0 h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). F-471 I- k. Location of proposed Construction Entrance/Staging Area(s). 0 I Location of proposed concrete washout area(s). 00 air ITS M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event 0 before Bic-4111, OR P,ovide 3 Detall5&Sectional Drawings for stormwater practices are required for approval. Engineer's Certification Items requiring details shall include but not be limited to: that the dl dinageas been installed to Code. a. Erosion & Sediment Controls. �00 b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) d Leaching Structures (eg. infiltration basins,swales,etc.) 00� I OR I N(,INI,t•.I lj\''(. PftilZTibl;N"' SE ONLY �i r � Additional Information is Required. Reviewed & F] Stormwater Management Control Plan is Not Complete. Approved By — - - - - - - - - - - - - - - - - - - - - - - - — 1 Stormwater Management Control Plan is Complete. Date- ` i SMCP has been approved by the Engineering Department. I � FORM * SWCP Check List -TOS MAY 2014 a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY ' OFFICE OF WASTEWATER MANAGEMENT Health De ent Ref,No. ' X360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 p (631)852-57000RHealthW-WM@suffolkcountyny.gov (: APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. ' F- SECTION 1 ' FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-15-0050 District Section Block Lot Tax Map No.: 1000 30 2 133 ' I.Z lairie;of Current Applicant:Thomas Thompson Mailuig Address:1974 D6Catur Aven6d'''Bellmore; NY 117-10 ` ail.Address:'ththompson12@m6.com: A_ Name of Current Agent: SAME AS APPLICANT Tel#: - Mailing Address: Email Address: DATE OF ORIGINAL APPROVAL: 10/22/2Q15 *g more than 6 years old and SCDHS site inspections have not been performed,a new application will be required OrSfECTION;y"- FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Thomas J. McCarthy Tel#: (631) 765 - 5815 I hereby transfer all rights and interest in the Me ere 'ce e 't to a new applica wed abo Signature of Previous Applicant/Agent: / Date: _o SEC1'ION'.3; FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/A ISSION Name of Previous Applicant's NA Tel#: ( - Architect/En ineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: ::SEC7'IiON4=; FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[x]TRANSFER,[ ]RENEW(check applicable) a permit to construct in accordance with this application,surve s ns submitted. I hereby certify that I have examined this complete application and the statements therein are true and rrect,and that all 1 iIc�hall be done in accordance with all applicable Town,County,St to and F eral Laws. "Any false statement a herein is unishable a a misdemeanor pursuant to 5210.45 of New York State P al Law." ignature o urrent cand _, Date Print Name of Current AppTitle --m:� bA �Lv DEPARTMENT USE ONLY S Permit is Transferred/Renewed Until `) r umber ofB `'ms Approved Signature of Department Representative + / Date ` 7 l WWM-104 (Rev. 02/12) TEST HOLE , M McDONALD GEOSCIENCE (JULY 24, 2002) �1C� 1, ` _> 0 CP 0.0' N V ,� 1/ O DARK BROWN Oz Ch SILTYLOAM ! ` \ 1� (OL) /Cy/ 1.0• M E 1111, FENCE ,tAt, �gpXEs BROWN LOAMY 19 a `\j RPL ; L SAND WITHJI 109 GRAVEL S 2t�y \vQ�eZ J �VEGZRIC C_ O � (SM) f {opt(\ P a�5 SH�DE�z1NN \£ �I 3.0O\ \�V j0GKp0� 1 PMS 25N 4• \ Q O1 PALE BROWN FINE To Okef) w FEN '�, \ �, n COARSE 2 C \N �N SNo SA DRIVEL EROSION &SEDIMENT CONTROLS \` � £� Shall include but not be limited to: lo" "w p5E0. O' r' (SW) �' Nt l \ A O L r" A well maintained Construction EntrancE'r p 1 5 17. Wire Backed Silt Fencing, stabilization & C) N 6 - Seeding Of exposed and/or inactive soils. S. 5ID W\ oN' PRE�tPpS0 03 P p'00 •� / \ p ( \ / \\ ooPi 0 \ Pµ0PO5E0 m �v' ,60 \ o N C� ooq OSEO u\ :G y O 6� 6) oP `' \ o 5.t;�n 00Np\,E .2 _ ........ 10 0 905 \\oy MI P, t�\G` \(L�� \\ pR0S QJ. eat \ N µJ\0' p \ �- PE i to \q` f\ P<o156�b -at , Ce O 'Cev <5 o Z p PPROVAL OF STOR IvG \ eo ree\ WATER MANAG Et7 o PLAN p ��` \t�t' pS \ eeerrCONTROL Coe PteC23F�s_ o' a5pRD te: I 4� rso\ rto \Q 10' O?� O \ Z \\ \\\o sem\ 6ac� e roved by: \\ \\ \ `\\�o \ tra�tir y G O J N \ (T \.1�6•a '\ C � \� o�o� esv{{ ftQ �C9�t"t ''''� O ' ?✓ ' co co \ \ O 0� ��? z. / .� \ 9 p0 -ire b��6'�' Q�0.� ,,�r.�- ;�:©� a�-•.'' ��Q i I'Dp�"x P,O PROPOSED LOT COVERAGE: ` \` FRENCH DRAIN DETAIL: HOUSE = 972 S.F. \ FRENCH-DRAIN f�� PORCH = 86 S.F. \ FINISHED (RIP-RAP) ^i.�+� �/ .✓ DEC I v ; TOTAL = 1,058 S.F. OR 1.3% GRADE 2' .a I IN NOV. 09, 2015 AMENDED PROP. STRUCTURES STORM WATER LEACHING POOL 1, _ OCT. 13, 2015 AMENDED PROP. STRUCTURES DATE: AUG. 3, 2015 CAST IRON FRAME & GRATE REMOVE UNSUITABLE MATERIAL do JOB NO:2015-430 BACKFILL WITH CLEAN SAND & GRAVEL CAMPBELL FOUNDRY, PAT. NO. 1007C IMSurvey for: CERTIFIED TO: NOTE: COVER TH FILTER FABRIC ALLOW 3" FOR FINAL PRECAST REINFORCED DURING CONSTRUCTION THOMAS J THOMPSOIV THOMAS J. THOMPSON ADJUSTMENT OF FRAME CONCRETE TRAFFIC TOP CHICAGO TITLE INSURANCE DRAINAGE CALCULATIONS SERVICES, Ltc- , 0.67At . (POROSITY OF FRENCH DRAIN (0.3%)) East Marion 1 \. REQUIRED: Town Of TENNIS COURT = 7000 S.F. Southold f ® ® ® ® ED 6120 x 0.2 x 0.167 = 208 C.F. I�• E § I ® ® ® ® ® TOTAL REQUIRED = 208 C.F. Suffolk County, New York ! > I PROVIDED ® ® ® ® ® �' : 1; W S.C.T.M.: 1000-030.00-02.00-133.000 21 ® IZED ® 10 a TENNIS COURT DRAINS - J G ® ® ® ® ® 190 L.F. x 2 x 2 = 760 50 o so p� 760 x 0.3 = 228 C.F. DAVID H. FOX, L.S.'P.C. N.Y.S.L.S. #50234 ® ® ® ER ® (HOUSE, PORCH & PATIO) SCALE:1"=50' ® ® ® X SUNSET AVENUE 4165 S.F. x 0.167 x 1.0 = 7C8.5 C.F. LAND SURVEYING FOX ® ® ® ® 708.5 C.F. _ 42.24 = 16.8 V.F. WESTHAMPTON BEACH, N.Y. 11978 p 8 0o USE (3) 8' DIA, x 6' DEEP LEACHING POOLS NOTES: (631) 288-0022 f 1. AREA = 83,007 S.F. (DRIVEWAY) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY PRECAST REINFORCED CONCRETE 2. ® = STAKE FOUND IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE 4852 S.F. x 0.167 x 1.0 = 824.8 C.F. ;°E LANDN SURVEVOR'S OFLAW MAP STEAL URVEY OR EMBOSSED S GLARING 824.8 C.F. 42.24 = 19.5 V.F. STORM DRAIN RING • = SPIKE FOUND, ■ = MONUMENT FOUND. SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY _ NOTES USE (2) 8' DIA. x 10' DEEP LEACHING POOLS 3. REFERENCE DEED L. 11062 P. 415 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR 1. CONCRETE - 4000 PSI AT 28 DAYS 4. ELEVATIONS SHOWN HEREON ARE REFERENCED BEHALF TO THE WHOMTHE COMPANY IS PREPARED AGENCY O IS • AND LENDING INSTITUTION LISTED HEREON AND TO THE TO N.A.V. DATUM (MSL 1988). ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. DWG: 2015-430 SURVEY OF LOT 2 i REVISED MAP OF Ngo 'SAY 1 6 ?_016 GOLF VIEW �N�� `� cp. SI T UA TE \� SPS �P\�P�� LP 0.o�; ml)T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK Et o 2 0o N \ wpt6 00 S.C. TAX No. 100030-02- 133 Ln SCALE 1 "=30' JANUARY 15, 2016 2 N MAY 13, 2016 FOUNDATION LOCATION i L -A o Clt b� AREA = 82,996 sq. ft. N/ y. 1 .905 ac. UN o ROIs . T O 00P\� \\w� i� i1� \ O It lT � `O LO w° p. ° wP� \ x �- ern CT(P1 \ N 9 Gull 24.o to � 5� oNa•wPy\. � � N� -n o_ C r � G v 7�:k i \ r i G 5 'AO E \ 7 '1313 ji CIO 2 T \ re0x �p•2 ��A N OT � 0.l A �� _4 2 o v sc O� n lz. Z \ I O r ` 'o, o z \ e � � r yz OT z o 0 S 1,01 pF U�FoyK '-� CoUNTY c TgE oN o� N m � n •O,, O N° ON. R8PR 6a S � Y Ec°N°•o0N UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF PREPARED IN ACCORDANCE WITH THE MINIMUM SECTION 72LA OF THE NEW YORK STATE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin EDUCATION LAW. BY THE L.I.A.L.S. AND APPROVED AND ADOPTED COPIES OF THIS SURVEY MAP NOT BEARING FOR SUCH USE BY THE NEW YORK ATE LAND THE LAND SURVEYOR'S INKED SEAL OR TITLE ASSOCIATION. 'h r � _ � � EMBOSSED SEAL SHALL NOT BE CONSIDERED 4Land Surveyor TO BE A VALID TRUE COPY. r,' . PFT � o�"', CERTIFICATIONS INDICATED HEREON SHALL RUN ° tf ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE .�, M t Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND :. `� s, JosepA. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND 4 kY s> TO THE ASSIGNEES OF THE LENDING INSTI— �' 'i r Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. — f PHONE (631)727-2090 Fax (631)727-1727 Cwt, THE EXISTENCE OF RIGHTS OF WAY Oji',. .7 OFFICES LOCATED AT MAILING ADDRESS L'', :.r AND/OR EASEMENTS OF RECORD, IF � j1! �" kic. No50467 1586 Main Road P.O. Box 16 . ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-006 7 Ln N � cJ\ �p \ ' O \ (S� C O O O, l� � � c 0 G6 W t7 E fPNGP \pM GFGP gp�PS 7 N 1 a` cr'u RP S P G I+. ), C9 SRGFS SPRS�� V`�' N� �• &:! 6 i �� tJ \`I °�e� VPGSRFC;� pOGP-o- PSPR VP \2 .� V' N. (.) �,+, 'c o l �r-�^ Cid ( Ct C) _ o� {° \due P POE �� 5 s2y� Q " _;to VA ' S— C) s °� Qf `' SS�E GE FRP�Q \ \ '�. J� •<;a ia.S N ��j CJ4 FFNN � LL! R \ (3`_ \ + Ii1 r,J It CIO O° F q0° S- 1 '(�O cJ 10 cl- �' t! y- ��' M w Q 2\ i 6 ` 71 `..i�.El ✓7 r'• \ \� �` � �..j c6 424 2SSOfE >£ / ' O Q `:`` i5 'z pa5ss a. !�w\ 00 \. -pF.PPNGP \\ GPSE GP'tE \ YF\ wPSPR i -(jLS. i \.FNE \ PPS\O P PSFO G�RPGE / o ^, '' U'„ �V •u 'tCJ". U \9 \ c•, T) CJ Q0 = 00� 5 P rpw\ �� O 6T Eu :. \ N6 4q, \\ n !pw - Limm c n III� S \ �SSpNP MESERZ� y \ Z x— \ (:per \ � '.i NP ��O•- SRP 90 �"� O o�' Z \ c O L OO \ Z O� OPNGP PpSSS mei\y °< °C \ Sud{ C` / 4� ` o \ FEN \ 0 \ t 35 _i.1 \ L, N JAN. 27, 2021 FINAL SURVEY NOV. 09, 2015 AMENDED PROP. STRUCTURES OCT. 13, 2015 AMENDED PROP. STRUCTURES DATE: AUG. 3, 2015 JOB NO: 2015-430 Survey for: CERTIFIED TO: THOMAS J. THOMPS ON THOMAS J. THOMPSON CHICAGO TITLE INSURANCE At SERVICES'-tLLC -- � East Marion �o H Fo Y0 Town of co oP c Southold '; Suffolk County, New York r_ 0 (1) S.C.T.M.: 1000-030.00-02.00-133.000 I C: •i° 50 0 50 L�r SANITARY MEASUREMENTS 10 _ I 1 1 I A g <e -- e 1I SCALE:1"=50' DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 ST 50.5' 27.5' r' f' FOX LAND SURVEYING ,. ca 64 SUNSET AVENUE LP1 66.0' 39.0' I ' A :� ' NOTES: WESTHAMPTON BEACH, N.Y. 11978 LP2 53.0' 46.5' t 1. AREA = 83,007 S.F. (631) 288-0022 :+ 2. ® = STAKE FOUND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY • = SPIKE FOUND, ■ = MONUMENT FOUND. IS A VIOLATION OESECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LOT COVERAGE: 3. REFERENCE DEED L. 11062 P. 415 SHALL ANOTSBE CONSIDERED OTO BE AO OR EMBOSSED COPY HOUSE = 2,839 S.F. '.° 4. ELEVATIONS SHOWN HEREON ARE REFERENCED CERTIFICATION INDICATED HEPEON SHALL RUN ONLY TO THE PORCH = 108 S.F. TO N.A.V. DATUM (MSL 1988). BEHALF TO THE.TITLE COMPANv GOVERN MENTTAL AGEN ON Yls TOTAL = 2,947 S.F. OR 3.6% 5. SANIT & DRAINAGE LOCATIONS PER OWNER AND LENDING LENDINGI INSTITUTION•CERTIFICAOONSE ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS '•` OR SUBSEQUENT OW11ERS. DWG: 2015-430 N / N � ` �C N \ T Cn W E RP��FEN S o°E01 P\�°�e2 E�'(RT`ESERSPo� D \PSER vP�J� 2 U G_ J Of {°�\� e\ °r�$ FENN \0 I N ` SNEO ,`' O ��. '� V E .�,5 N \ Q_ !�o \N SZ�E GE FSN O \ N 0 N` . o \IS oE2s �. P p 0°° �0 ^. \ 404 N j \09A \\ R En 6Dvi� 2q0 \SSOMY O p W 0\0- SERVTG j c 0 OF `\ PLP,0 SP P�a G.PRP.GE iR / -7 \ �^ U\ N�� a g'00, oo� N6a '� P 2 \ � xSjON MESER �v r \ \ Z `Fto Nm Z tER tv t GR o; N�OCE o o W- \ 0- y` \ z- \ o °� �'S O� Z N O \ NN ENc�P°S�s eC\\' � N { co 3 -' {°cam Su){ °\� o �: Gu o o \ �59 00„� ire \\ \ 568 \ FEN O P� \ 35\ TfiW \ JAN. 27, 2021 FINAL SURVEY NOV. 09, 2015 AMENDED PROP. STRUCTURES OCT. 13, 2015 AMENDED PROP. STRUCTURES DATE: AUG. 3, 2015 JOB NO:2015-430 Survey for: CERTIFIED TO: THOMAS J. THOMPSON THOMAS THOMPSON CHICAGO TITLE INSURANCE At SERVICES,,LL-0�- IN E East Marion , ,�� H. FO�Yo Town of Southoldco ' n ., Suffolk County, New York cl�, OP S.C.T.M.: 1000-030.00-02.00-133.000 50 0 50 �s J U 2,3 1' SANITARY MEASUREMENTS A B SCALE:1"=50' DAVID H. FOX @L .GIQ.Y.S.LS. #50234 ST 50.5' 27.5' FOX LAND SURVEYING 64 SUNSET AVENUE LP1 66.0' 39.0' NOTES: WESTHAMPTON BEACH, N.Y. 11978 LP2 53.0' 46.5' 1. AREA = 83,007 S.F. (631) 288-0022 2. ® = STAKE FOUND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY • = SPIKE FOUND, ■ = MONUMENT FOUND. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARIHG THE LVEYOR'SSOR EMBSEAL LOT COVERAGE: 3. REFERENCE DEED L. 11062 P. 415 SHALLA NOTSBE CONSIDERED DTO BE A VALID TRUE COPY. HOUSE = 2,839 S.F. 4. ELEVATIONS SHOWN HEREON ARE REFERENCED CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSN FORPON ORCH = 108 S.F. TO N.A.V. DATUM (MSL 1988). BEHALF TO THVE OTITLE COMPANY, GOVERNMENTAL ATHE SURY IS PREPAREDDGENCYIS TOTAL = 2,947 S.F. OR 3.6% 5. SANIT & DRAINAGE LOCATIONS PER OWNER ASSIGNEES OF LENDING FITHE LENDING INSTITUTION.STED NCERTIFIICATTIIOP SE ARE NOT TRANSFERABLE TO ADDITIONAL INSTITURONS ” OR SUBSEQUENT OWNERS. DWG: 2015-430 (TYP.) WINDOW WINDOW 4'-0" i. WELL WELL ,-011 tt H.D, 2618 2618 H.D. 2'-8" '-4" 4'-811 01 tt 121-Olt 21-911 _ = 14R UP � 241-0'T ` 8ttI_ tl " 10�' 221-41' '-61 6 112"RC.CELIAR PROVIDE STEPS WALL r R 13 BATT INSUL @ WALLAS PERTABLE R402.1.2 , (PRESCRIPTIVE METHOD) 0 — — — — — — _-_ — — — — — — — — O -t H� — — — — 4nWD.STUD FURRED WALL — — — — — — — 2668 r1D PROVIDE 10" P.C. I �j^ 50 GAL FND.WALL / dDRYWELL �P) W 12 X 40 W/TOP PLT. I - - - - - - - - - - - - — - — - — - — - — - — - '- FINISHED CELLAR o I . DC 4" P.C.SLAB ON GRADE W/66-1010 WWM LU I I 0 OVER 6 MIL.VAP.BARRIER J ( � OVER 4"GRAVEL P. O I ( r � ) WINDOW = _ I 2618 _ WELL 5/8"TYPE SHEET ROCK ON , CEILING A FZ9 SLAB ON GRADE I 51-61' I z AA - o 4"PC.SLAB ON GRADE I H 6tt �� — — — — — — — — — — — — — — — — — — — ,_ tt _ I DIRECT w % 2)13/4"X 1 1 7/8"LVL W/ ,4 TL FLITCH PLT. OI E - VENT °C - — - - — - — - — - - — - - - 1'-2' 14 UP ( 3/4 HR.FP.S.C. HW WINDOW SEAL i a DOOR m WE L LO j 12618 i m N SD LU i Q i > - Q aI ai o 1f p p i I 2HR FIRE — — — — — — — — -- — — — — — — — — — - �S FINISHED • _ `; O :�I RATED � ,' ,f. N CELLAR N ' WALL i — — — — — — — — — — — — — — — --b D. CO W. H. i o �• we �, " LAv 2 13/4'X 117/8"LV W/ I STL FLITCH PLT - - - — - VENT IN a 8tt t tt - ELL tt tt tt LO Utt tt t tt 2618 - 4'- 00 c �-co MARBLE-9N 300 AMP c SADDLE S 20 8 ELECT.PANEL - d' 00 M H. ® N I — — — — — — — — — — — — — — — — — — H.D. d- N CSJ I iL � F— � � � � � � � tt ' n {- -I +-- i- --1- } - 61-1011 I e- 10n 12 41t ©2 — — — j D 'In 7E FOUNDATION/CELLAR PLAN DD 00 1'-61MT _ O.H. R 30 1,.0�, -- -- SCALE: 1/4'"=1'-0" PAR 1 2 2018 � v • F- W INsu O.H. 1._6� T 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE T 00 INsu °'H' I TABLE R402.4.1.1 TOWN OF SOUTHOLD 00 AIR BARRIER AND INSULATION INSTALLATION M o I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COA�PONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA BEDROOM #3 HALL A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as Batts in narrow cavities shad be cut to fit,or Narrow cavities I– The exterior thermal envelope contains a n sealing material, narrow cavities shall be filled by insulation— — — — General requirements that on installation readily conforms to the continuous air barrier, C _ _ M Breaks or joints in the air barrier shall be available cavity space. sealed. Air sealing shall be provided between thep Garage separation � �}, >: The air barrier In any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage and conditioned spaces. O �' = Z 6'-2" shall be aligned with the insulation and any shall be aligned with the air barrier. 3 w U gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building w Z 0'a. a R:30 Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Z Z elk 3'-O"--;Oe 51-0" BATT Access openings,drop down stairs or knee drywall, rated. O.H. INSUL BRICK wall doors to unconditioned attic spaces 0 a to Z FIREPLACE shall be sealed. Batt insulation shall be cut neatly to fit ( LJ np Cavities within corners and headers of frame around wiringand lumbi in exterior walls, The junction of the foundation and sill plateP d N FAMILY ROOM walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily %0 W '~ -J shall be sealed. The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend 4'-0° $'-2" Walls exterior walls shall be sealed. resistance of R-3 per inch minimum, behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact � Shower/tub on exterior wail adjacent to showers and tubs shall separate shall be insulated. Oti and continuous alignment with the air barrier, them from the showers and tubs. Z Ch The space between window/door Jambs and The air barrier shall be installed behind O ' Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or W V e-i PATIO sealed, air-sealed boxes shall be installed, V J -01HVAC register boots that penetrate building W d. Rim j°fists Rim joists shall include the air barrier. Rim Joists shall be Insulated. Q � EX.GRADE HVAC register boots thermal envelope shall be sealed to the - . — — — — — — — — — — subfloor or drywall. Q[ 1-I Q O Floor framing cavity insulation shalt be ¢ DC PROVIDE The air barrier shall be installed at arty �--� R 30 I installed to maintain permanent contact with —� W ui _! e CL GYP BD. BATT ;. exposed edge of insulation. When required to be sealed,concealed fire —1 ac al c}- Z I CLG. I the underside of subfloor decking,or floor (,L Z V M I i INSUL — — — — — — Floors(including above garage and framing cavity insulation shall be permitted sprinklers shall only be sealed in a manner — — — — — — — — — — to be in contact with the top side of Concealed sprinklers that is recommended by the manufacturer. H cantilevered floors In � Caulking or other adhesive sealants shall not W 4 sheathing,or continuous insulation installed on W Z W — — — — PROVIDE = be used to fill voids between fire sprinkler R 13 BATT INSUL @ tQ the underside of floor framing and extends = Q 0-0 WALL AS PERTABLE R402.1.2 rn from the bottom to the top of all perimeter cover plates and walls or ceilings. (/) C) (PRESCRIPTIVE METHOD) f loor framing members. z ~ _ = W O Exposed in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue W ql M FINISHED Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned v Q ~ O ::. CELLAR BUILDING SECTION with overlapping joints taped. the crawlspace walls. spate shall be sealed. DWG NO ,. ;. SCALE; I/4"=1'-0" AA 4"P.C.SLAB a ON GRADE 01 241-011 41-01' 10•, „ „ „ (TYR) 4 0 351-01T 391-611 H.D. 2618 •2618 D. 1_411 „ „ „ „ _ 14R UP 8„ 331-8" „01 11 I \ ,_ „ I STEPS WAL R ,_ ,� � I I _ 6" DIA.STL LOLLY COLCn _ \ ON 30"X30"X36" DEEP P C 0G 1 o LO U cI PC.FOOTING O H. — — — — — — — — — — — — — — — — — — — I I (TYR) _ I.... :... :. �.. . . 10" P.C. : - cc FND.WALL 2668 FD PROVIDE cryp) " 50 GAL DRYWELL DROP FND.@ GARAGE DOOR OPENINGS 12".SLOPE SLAB - I _ - I W12 X 40 W/TOP PLT. TO OPENINGS Fn _ - - - - - - - - - - - - - - - - - - - - - - - 7 UNFINISHED CELLAR I ,_1 ,� SLAB ON GRADE I � ' PROVIDEEO AL I o U NEW REINF 4" P.C.SLAB " P.C.BASE FOR = O ON GRADE W/66-1010 WWM Uj NEW REINF 4 P.C.SLAB (3500 psi) t= N ON GRADE W/66-1010 WWML I GAS FIREPLACE/ ( _ OVER 6 MILVAP.BARRIER I PROVIDE 6"CMU BLOCK AS PER MANUFACTURERS @1 OVER 4 GRAVEL(TYP,) cn OVER 6 MILVAP BARRIER — - TO CREATE 36"DEEP 6" DIA,STL.LOLLY COL •� SPECIFICATIONS — 2618 OVER 4"GRAVEL(TYR) ON 36"X36"X24"DEEP I I I PROVIDE 5/8"TYPE"X" WINDOW WELLS (TYR) PC.FOOTING :•I I CK ON - - CI l I SHEET EC IOG AREA7%] " , i - 2 3 6" DIA,STL,LOLLY COL. I .`• ''::'.':::.:.. . ON 3 "X30"X24"DEEP - i P.C.FOOTING 6" AH . 31 4 41DIRECT BOILE VENT 2)1 3/4"X 1 1 7/8"LVL W/ :. TL FLITCH PLT, IjT 14R UP J 3/4 HR.FP.S.C, 3068 _ HW ' 1'-2 C:> I DOOR oo = FULL BLOCKING — I N O N , 12618 M ZY1, PROVIDE 5/8"ANCHOR BOLTS = _ _ — ^ OLM I FT.FROM EACH CORNER _I I I coN O SD &32" O.C.SEETABLE 3.2A SHTT2 I I UNFINISHED Z @ • SIDPROVIDE(2) 2 Xb SILL PLATE I Z) oC>CELLAR i O — O &TERMITE SHIELD AND FOAM n U SEAL SILL YP. — — — — — — — — — — — — — I LL - Ne NEW REIN F.4"P.C.SLAB 2HR FIRE O Q i;o ON GRACE W/66-1010 WWMcV RATED 0 3 O — I 6" DI .STL LOLLY u WALL OVER 6 MILVAP,BARRIER ' SC) COL r H. — — — — — — — — — — — — — — — — — —b D. �— — — — — < = OVER 4"GRAVEL(TYR) = I coQ ON 24"X24"X 12 DEEP ._;.. :;_: . . . -.�..,.. _,....... FULL BLOCbNG 3 I I I RC.FOOTING g - — - 2 1 3/4"XI 7/8"LV W/ I"STL FLITCH P�f� 7 z ---� VENT 8„ ,_ „ - „ 391-011 ( o U 4,_10„ 4, 0. „ I OOCFM e. 2618 01 341-811 o 300 AMP `=� MARBLE % — — — � I ELEC^T.PANEL ` � � SADDLE 068 I-I— — `E — — — — — — — — — — — — H.D. 2 4 - 1 3 1— 7 41 � I I I I Tl �fl FOUNDATION/CELLAR PLAN t- - 4 +- 61-1 OIT 10 10 10” I L L SCALE: 1/4"'=I'-0" 4" 91-1011 II 91-1111 I O „ 8„ ❑ , 11 " , ,1 ❑ , ,1 „ - - - - 21_ 11 1 981-611 a! FEB 16 2016 I C�- 02/09/16 REVISED AS PER OWNER E.A. 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (pst HEADERS PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, LEVEL LIVE DEAD TOTAL SPAN HEADER E. MARIAN, NEW YORK LOAD LOAD LOAD ROOF 45 10 55 T-6" 2X4 TEHN DESIGN GROUP LLC. ATTIC 20 10 1 30 5'-0" 2 X 6 �gTERE , 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 2ND FLOOR 30 10 40 6'-6" 2 X 8 I ST FLOOR 40 10 50 8'-0" 2X 10 * FZ m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. NOTE:Headers to consist of(2)2x members with (1) 1/2" D O , p y plywood spacer in 4"walls,(3) 2x members with (2) 1/2" -7 0 *_ . plywood spacers in 6"walls " DATE: PROJECT#: DRAWN BY: DWG: O� 1i YO R CT. 12TH, 2015 15199 E.T.A A3 . ., -• , DO NOT PROCEED WITH TRUSS PLACARDINIG FIEW71ED FRAMING UNTIL SURVEY THE THOMPSON RESIDENCE OF FOUNDATION LOCATION HAS BEEN APPROVED. before Contact-O� 645 GOLFVIEW COURT, MARIAN , N .Y GENERAL NOTES BUILDING CODE SUMMARY DRAWING INDEX BUILDING DESIGN AS PERTHE BUILDING CODE OF 1, ALLWORK SHALL CONFORMTOTHE RESIDENTIAL CODE OF NEWYORKAND 20. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET 38. PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORETHAN 30 INCHES (762MM) NEWYORK STATE (RESIDENTIAL)AND RELATED CODES. CLEAR OPENING OF 5.7 SQUARE FEET(0.530 M2),EXCEPTION:GRADE FLOOR OPENING SHALL ABOVETHE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESSTHAN 36 INCHES (914MM) IN TI GENERAL NOTES. ALL APPLICABLE CODES. HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET(0.465M2) HEIGHT OPEN SIDES OF STAIRS WITH ATOTAL RISE OF MORETHAN 30 INCHES (762MM)ABOVETHE 2. IT ISTHE INTENTION OFTHESE DRAWINGS TO PROVIDE FORTHE CONSTRUCTION OFA OR GRADE BELOW SHALL HAVE GUARDS NOT LESSTHAN 34 INCHES (864MM) IN HEIGHT MEASURED BUILDING DATA �2_,_575, Y: T2 GENERAL NOTES, DETAILS NEW RESIDENCE,INCLUDING EVERY ITEM AS SHOWN OR REASONABLY IMPLIED,OR REQUIRED, *THE MINIMUM ESCAPE AND RESCUE OPENING SHALL BE 24 INCHES (6 1 OMM) VERTICALLY FROMTHE NOSING OFTHETREADS. It- DEPI"RTMIENT AT *THE MINIMUM NE7_ CLEAR OPENING WIDTH SHALL BE 20 INCHES (508MM). OCCUPANCYTYPE: ........................S1,N.GLE..FA.M.I.LY RESIDENCE tlle To. 4_1 PLI! FOR THE T3 GEN, NOTES CONTD., DETAILS, TO COMPLETE ALLWORK. SINGLE............. .......... ... SEE FLOOR PLAN WINDOW SIZES. 39. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOORAREAS,BALCONIES AND I T4 PLOT PLAN PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURESTHAT DO NOT ALLOW 31 -911 1,�,U,PECTIONIS: 3. IF INTHE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT BUILDING HEIGHT: ............................................................. �`JATIO TWO REQUIRED AS INDICATED ONTHESE PLANS,THE CONTRACTOR SHALL STOP WORKAND NOTIFYTHE 21, EMERGENCY ESCAPE AND RESCUE OPENING ALL BE OPERATIONAL FROMTHE INSIDE OF PASSAGE OF A SPHERE 4 INCHES (I 20MM) OR MORE IN DIAMETER. I ELEVATIONS, GEN. NOTES ARCHITECT.SHOULD HE FAILTO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK THE ROOM WITHOUTTHE USE OF KEYS ORTOOLS. 2 (W1 ROOF DEC K� D CONCRETE HE SHALLASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 40. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT NUMBER OF STORIES: ........................................................ F /`,'SING ei PLUM'SING 2 ELEVATIONS "''LATION 22. NOT LESSTHAN ONE EXIT DOOR CONFORMING TO THIS CHAPTER SHALL BE PROVIDED FROM GREATERTHAN 450.IN ACCORDANCEWITH R 319.2.TESTING AND ALTERNATETEST METHODS 11 3 FOUNDATION PLAN 4. THE GENERAL CONTRACTOR SHALLVERIFYALL DIMENSIONS INTHE FIELD.ANY EACH DWELLING UNITTHE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM MUST COMPLY W/R319.3& R319,4 RESPECTIVELY ZONING DATA CO ':S`TRUCTION MUST HITECT BEFORE PROCEEDING. THE HABITABLE PORTION OFTHE DWELLINGTOTHE EXTERIORWITHOUT REQUIRINGTRAVEL A) TEST SHALL BE MADE IN ACCORDANCE WITH ASTM E 84. CC.'�,1171-1 FE FOR C.O. 4 1 ST FL. PLAN, LOAD SCHEDULE DISCREPANCIES SHALL BE REPORTED TOTHE ARC THROUGH A GARAGE. GROSS BUILDING AREA 02NSTRIJ ',Tlr,)N SW LL MEET THE 5 2ND. FL. PLAN, LOAD SCHEDULE 4 1. INSULATION MATERIALS,INCLUDING FACINGS,SUCH ASVAPOR BARRIERS OR BREATHER FIRST FLOOR ........................1,756.00 S.F. (1) 1; - 5. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. I, i ') O�THE CODES OF NEW 23. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROMTHE SIDE WHICH EGRESS ISTD BE PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL SECOND FLOOR...............2,028.00 S.F. (2.) STATE. t\10f* �-,LESPONISIBLE FOR 6 ROOF DIECK PLAN 6. OTHERTHANTHE BUILDING PERMIT CONTRACTOR SHALL OBTAIN ALL REQUIRED MADE WITHOUT OF KEY OR SPECIAL KNOWLEDGE OF EFFORT ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOTTO 'J'I C ( 3 CAR GARAGE................. 840.00 S.F. (1 )R DNSTRUCTION ERP..ons. APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS,ETC.FORWORK EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOTTO EXCEED 450 WHEN ; 7 SECTIONS, LEGEND 24.THE REQUIRED EXIT DOOR SHALL BE SIDE HINGED DOOR NOT LESSTHAN 3 FEET ROOF DECK............................ 384.00 S.F. (4) PERFORMED BY AGENCIES HAVING JURISDICTION THEREOF. TESTED IN ACCORDANCIEWITH ASTM E 84&ASTIM E 970 STANDARD.EXTERIORTO COMPI.YW/R 703.9. 1 8 ELECT LEGEND, PLUMBING NOTE, (914MM) IN WIDTH AND 6 FEET 8 INCHES (2032MM) IN HEIGHT OTHER EXTERIOR HINGED OR BALCONIES...................................670.00 S.F. (5) 7. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANTS ARE NOT RESPONSIBLE FOR SLIDING DOORS SHALL NOT BE REQUIREDTO COMPLYWITH THESE MINIMUM DIMENSIONS. 42. IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPROMISING ELEMENTS OFTHE BUILDING PLUMBING RISER DIAGRAM SUPERVISION,INSPECTION OR ADMINISTRATION CFTHIS CONSTRUCTION PROJECT. THERMAL ENVELOPE,AVAPOR RETARDER SHALL BE INSTALLED ONTHIEWARM-IN-WINTER SIDE OFTHE TOTAL..................................... 5,678.00 S.F. FS 01- ELECT DIAGRAM 25.THE MINIMUM WIDTH OF A HALLWAY SHALL NOT BE LESSTHAN 3 FEET. INSULATION,IN ACCORDANCE W/R322. _;_D�: DIDES _)VIN CC, 8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEWYORK ALLOWABLE AREA: Y_; STATE AND THE CONSERVATION CODE OF NEWYORK STATE. 26. EXTERIOR EXIT BALCONIES,STAIRS,AND SIMILAR EXIT FACILITIES SHALL BE EXCEPTIONS: I -IN CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGETHE MATERIALS. 77, ( N POSITIVELY ANCHORED TO TO THE PRIMARY STRUCTURETO RESIST BOTHVERTICALAND 2-WHERETHE FRAMED CAVITY OR SPACE ISVENTILATEDTO ALLOW MOISTURETO ESCAPE. SITE AREA..............................80,000.00 S.F. QUiRE[,' ;11f7_ _11J, D, PLUMBING LATERAL FORCES,SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BYTHE USE OF 3-IN COUNTIES IDENTIFIED WITH FOOTNOTE A IN TABLE N 110 1.2. PLUMBER CERT1F1CA7V,1 ALL PLUMBING WASTE ' ',1,7S NEED ON LEAD CONTENT BEFORP, 9. EXTERIORWALLS WITH A FIRE SEPARATION DISTANCE LESSTHAN 3 FEET(914MM) SHALL LOT COVERAGE:....0.03%......2,596.00 S.F. HAVE NOT LESSTHAN A I- HOUR FIRE RESISTANCE RATING WITH EXPOSURE FROM BOTH SIDES. TOENAILS OR NAILS SUBJECTTO WITHDRAWAL. COVERING It' " �!"`"'� �� CERTIFICATEOF OCC UPANCY TES PROJECTIONS FROM SUCH WALLS SHALL NOT EXCEED MORETHAN 12-INCHES (305MM) OR 43. IN AREAS SUBJECTTO DECAY DAMAGE AS ESTABLISHED BY FIGURE R301.2(7),THE FOLLOWING FAR...........................0.07%.......5,678.00 S.F. - ONE-THIRDTHE DISTANCETOTHE PROPERTY LINE,WHICHEVER RESULTS INTHE LESSER 27, THERE SHALL BEA FLOOR OR LANDtNG ATTHETOPAND BOTTOM OF EACH STAIRWAY LOCATIONS SHALL REQUIRETHE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER PRESSURE SOLDER USED IN KIATER PROJECTION. PRESERVATIVELYTREATED IN ACCORDANCE WITH AWRA CI,C2,C3,C4,C9,C15,C18,C22,C23,C24,C28, / EXCEPTION: 9- THETOP OF AN INTERIOR FLIGHT OF STAIRS,PROVIDED A DOOR DOES P 1,P2 AND P3,OR DECAY-RESISTANT HEARTWOOD OF REDWOOD,BLACK LOCUST OR CEDARS. DESIGN LOADS SUPPL ISYS TEM CA NNOT ` y OR 10. PROJECTIONS EXTENDING INTOTHE FIRE SEPARATION DISTANCE SHALL HAVE NOT LESSTHAN NOT SWING OVERTHE STAIRS (914MM). EXCEED 2110 OF I%LEI,V. ()CCUrXT I-HOUR FIRE RESISTANT CONSTRUCTION ONTHE UNDERSIDETHE ABOVE PROVISIONS SHALL NOT A-WOOD JOISTS ORTHE BOTTOM OFAWOOD STRUCTURAL FLOORWHEN CLOSERTHAN 18 INCHESMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS USE IS Ui`qLAVVFUL APPLYTOWALLS,WHICH ARE PERPENDICULARTOTHE LINE USEDTO DETERMINETHE FIRE 28. THE WIDTHOF EACH LANDING SHALL NOT BE LESSTHAN THE STAIRWAY OR DOOR SERVED. (457MM) ORWOOD GIRDERS WHEN CLOSERTHAN 12 INCHES(305MIM)TO EXPOSED GROUND IN (IN POUNDS PER SQUARE FOOT) (R301.4) GERTIFICAT : SEPARATION DISTANCE. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914MM) MEASURED INTHE CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OFTHE BUILDING FOUNDATION. RESchietk:Software Version 4X.1 VVITHOUT DIRECTION OFTRAVEL. j B-ALL SILLS OR PLATESTHAT REST ON CONCRETE OR MASONRY EXTERIOR AND ARE LESS USE LIVE LOAD Cti F O tgrjUA ► 11. OPENINGS SHALL NOT BE PERMITTED IN THE EXTERIOR WALL OF A DWELLING OR plpante. . ftlfi n ACCESSORY BUILDING WITH A FIRE SEPARATION DISTANCE LESSTHAN 3 FEET(914MM).THIS 29. RAMPS SHALL HAVE MAXIMUM SLOPE OF ONE UNITVERTICAL IN EIGHT UNITS THAN 8 INCHES (203MM) FROM EXPOSED GROUND SHALL BE IN ACCORDANCE W/R323.1.1 . DISTANCE SHALL BE MEASURED PERPENDICULARTOTHE LINE USEDTO DETERMINETHE FIRE HORIZONTAL(12.5 PERCENT SLOPE). EXTERIOR BALCONIES 60 SEPARATION DISTANCE. C-SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLABTHAT IS IN DIRECT CONTACT WITH DECKS 40 30. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL RAMPS EXCEEDING A THE GROUND UNLESS SEPARATED FROM SUCH SL6,B BYAN IMPERVIOUS MOISTURE BARRIER. PASSENGERVEHICLE GARAGES 50 Project. NEW LCONSTIRUCTIION SLOPE OF ONE UNITVERTICAL IN 12 UNITS HORIZONTAL(8.33 PERCENT SLOPE).HANDRAIL EXCEPTIONS: ATTIC WITHOUT STORAGE 10 I-OPENING SHALL BE PERMITTED INWALLSTHATARE PERPENDICULARTOTHE LINE USEDTO HEIGHT MEASURED ABOVETHE FINISHED SURFACE IFTHE RAMP SLOPE,SHALL BE NOT LESS D-THE ENDS OFWOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE HAVING ROOMS OTHERTHAN SLEEPING ROOMS Energy Code: 1'.201 New York Energy Conservation THAN 34 INCHES (664MM)AND NOT MORETHAN 38 INCHES (965MM).HANDRAILS ON RAMPS CLEARANCES OF LESSTHAN 0.5 INCH (I 2.7MM) ONTOPS,SIDES AND ENDS. 40 Location: timilk coilinty;kii4 Y,6rk DETERMINETHE FIRE SEPARATION DISTANCE. - 2- FOUNDATIONVENTS INSTALLED IN COMPLIANCE WITH THIS CODEARE PERMITTED. SHALL COMPLYWIT H SECTION R315.2 SLEEPING ROOMS 10 Construction Type,. -,,.SInqfe-favA1fy FrIqlect-rype; new,totisthictlan E-WOOD SIDING,SHEATHING AND WALL FRAMINGON THE EXTERIOR OF A BUILDING HAVING CLEARANCE STAIRS .10 **�re . Conditioned floor A::0 ft2 3 1. A MINIMU", 3-FOOT-BY-3-FOOTC914MM BY 914MM)LANDING SHALL BE PROVIDED: LESSTHAN 6 INCHES (152MM) FROMTHE GROUND. GUARDRAILS AND HANDRAILS 2�r"o 12. PENETRATIONS LOCATED INTHE EXTERIOR WALL OFA DWELLING WITH AFIRE rblazing kea SEPARATION DISTANCE LESSTHAN 3 FEET(914MM) SHALL BE PROTECTED IN ACCORDANCE I -ATTHETOR,\ND BOTTOM OF RAMPS 4 (57td IiDt.)) : WITH SECTION R321.3. 2-WHERE DOORS OPEN ONTO RAMPS F-WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFSTHAT ARE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE F& Permit Date-' 3 -WHERE RAP 11:`5 CHANGE DIRECTION EXPOSEDTOTHE WEATHER,SUCH AS CONCRETE OR MASONRY SLABS,UNLESS SEPARATED FROM P.eftltiquniber EXCEPTION:PENETRATIONS SHALL BE PERMIT-FED IN WALLS THAT ARE PERPENDICULAR , , ,,$ SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. OF HORIZONTAL PROJECTION � TOTHE LINE USEDTO DETERMINETHE FIRE SEPARATION DISTANCE. 32. STAIRWAYS SHALL NOT BE LESSTHAN 36 INCHES (914MM) IN CLEARWIDTH AT ALL POINTS (8301.5) Constt,6dlon Site- lbWnerjA6e4-_ ntractor 6a"toLinvitw 1�rt-'r.MRS TH6?lA§-646fvtpsok EMMANUEL T,:AMY,RA ABOVETHE PERMITTED HANDRAIL HEIGHTAND BELOWTHE REQUIRED HEADROOM HEIGHT G-WOOD FURRING STRIPS OR OTHERWOOD FRAMING MEMBERS ATTACHED DIRECTLYTOTHE INTERIOR E.mmm,NY 1 1074 DialRAVE 'TDG AR HANDRAILS 'l-,ALL N&PROJECT MORETHAN 45 INCHES (I 14MM) ON EITHER SIDE OFTHE OF EXTERIOR MASONRY WALLS OR CONCRETE WAL LS BELOW GRADE EXCEPT WHERE AN APPROVED TRIBUTARY LOADED CHITEM:: : 13.WHEN THE WINTER DESIGN TEMPERATURE INTABLE R301.2(l) IS BELOW 60F(I 6q, E SUNrusE,l,4idkwAy. UNDERMAST.NY 12757 sTAtRWAYANDTHE MINIMUM CLEARWIDTH OFTHE STAIRWAYATAND BELOWTHE HANDRAIL VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. AREA IN,SQUARE EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68F(20C)ATA POINT 3 FEET (914MM) HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESSTHAN 315 INCHES WHERE A FEET FOR ANY STRUCTURAL ABOVETHE AND 2 FEET(61 OMM) FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698MM)WHERE HANDRAILS ARE 44. ALL WOOD I N CO NTACT WITH THE GROUND D AND THAT SU PPORTS PERMANENT STRUCTURES MEMBER m »,.. 5T@ T Ij PROVIDED ON BOTH SIDES. INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE PRESERVATIVELYTREATED ATTHE DESIGN TEMPERATURE. Maximuhi Uk 9" -youelljA-, 902 WOOD SUITABLE FOR GROUND CONTACT USE,EXCEPT UNTREATED WOOD MAY BE USED WHERE 33, THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES(209MM)ANDTHE MINIMUMTREADS ROOF SLOPE OTO 200 201 TO 600 OVER 600 Mies. 14. ALL PLUMBING FIXTURES SHALL IBECONNECTED TO A SANITARY SEWER ORTO AN APPROVED ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. SEWAGE DISPOSAL SYSTEM. DEPTH SHALL BE 9 INCHES (229MM).THE RISER HEIGHT SHALL BE MEASURED VERTICALLY S BETWEEN LEADING EDGES OFTHE ADJACENTTREADS.TH E TREAD DEPTH SHALL BE MEASURED 45. LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE PRESERVATIVELYTREATED IN ACCORDANCE FLAT OR RISE LESSTHAN 4 SIte HORIZONTALLY BETWEEN THEVERTICAL PLANES OFTHE FOREMOST PROJECTION OF ADJACENT WITH SECTION R323.1 SHALL BEARTHE QUALITY MARK OF AN APPROVED INSPECTION AGENCYTHAT INCHES PER FOOT (13) 20 16 12 '7 15. REGULAR,FLOAT,WIRED OR PATTERNED GLASS IN JALOUSIES AND LOUVERED (4.76MM)AND NO LONGER TREADS ATA RIGHT ANGLETO THE TREADS LEADING EDGETHEWALKING SURFACE OF MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVERTHE QUALITY OFTHE PRODUCT WINDOWS SHALL BE NOTHINNERTHAN NORMAL 3/16 INCH A THAN 48 INCHES (I 219MM).EXPOSED GLASS EDGES SHALL BE SMOOTH. TREADS AND LANDINGS OFA STAIRWAY SHALL BE SLOPED NO STEEPERTHAN ONE UNIT ANDTHAT HAS BEEN APPROVED BY AN ACCREDITATION BODYTHAT COMPLIES WITH THE RISE 4 IN PER FOOT (1.3) VERTICAL IN 48 UNITS HORIZONTAL(2-PERCENT SLOPE).THE GREATEST RISER HEIGHTWITHIN REQUIREMENTS OFTHE AMERICAN LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. TO LESSTHAN 12 INCHES PER :Ceiling I:Fla.t 2,212 30.0 0.0 0.015 76 16. WIRED GLASS WITH WIRE EXPOSED ON LONGITUDINAL EDGES SHALL NOT ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORETHAN 3/8 INCH (9.5MM). FOOT (1.1) 16 14 12 Skylight I! W, ,�� Fta rme.0ouble,Pane with Low-E . 32. BE USED IN JALOUSIES OR LOUVERED WINDOWS. THE GREATESTTREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEEDTHE SMALLEST FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF wall ii�ood frime c. V� A . 0.077. 36 rrarn e0o6b%Pane�with Low-E BY MORETHAN 3/8 INCH (95MM) HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER. RISE 12 INCHES PER FOOT 644 0.280 180 17. ALL UNIT SKYLIGHTS INSTALLED IN A ROOFWITH A PITCH FLATTERTHAN Doorl::Solld 40 0.nO i2 34, THE MINIMUM HEADROOM IN ALL PARTS OFTHE STAIRWAY SHALL NOT BE LESSTHAN 6 FEET, EXCEPTION:ONE-HALF-INCH (I 27MM) DIAMETER OR GREATER STEEL BOLTS. (1.1)AND GREATER 12 12 12 THREE UNITSVERTICAL IN 12 UNITS HORIZONTAL(25-PERCENT SLOPE) SHALL BE 8 INCHES (2032MM) MEASURED VERTICALLY FROMTHE SLOPED PLANE ADJOINING THETREAD ..r.. .,G.lass MOUNTED ON A CURB EXTENDING AT LEAST 4 INCHES (I 02MM)ABOVETHE PLANE OF 6.�80 78 NOSING OR FROMTHE FLOOR SURFACE OFTHE LANDING PLATFORM, Ftool.§la" .UnheaW: 113 0.0 1.042 Ila THE ROOF UNLESS OTHERWISE SPECIFIED INTHE MANUFACTURERS INSTALLATION DESIGN BASED ON 2001 WOOD FRAME CONSTRUCTION MANUAL Insulation dept"radeh:4.01: INSTRUCTIONS. GROUND SNOW LOAD 45 PSF hoor 2 AIl-Woorttoostrrnr overUnconditionedspace 2,212 30.0 o.o 0.033 73 35. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION. BASIC WIND SPEED I I OMPH 18. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING Compliance StatementThe proposed building design described hetii is Oonslste4 With the building Mans,specifications:and other, PURPOSES SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEENTHE GARAGE AND 36. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER STAIR SURFACE WIND EXPOSURE CATEGORY B ,CaICUIatl1onS,sUbmftPd with the. s I . permit application.The proposiW building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements In AEScheck Version 4.6.1 and to comply with the mandatory re4ulrenients listed in THE RESIDENCE SHALL BE EQUIPPED WITH A 45 MIN.FIRE RATED DOOR ASSEMBLY AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDEWITH 1/2- INCH (I 2.7MM) GYPSUM BOARD. SEISMIC DESIGN CATEGORY C the REScheck tnspection Checklist. EQUIPED WITH A SELF-CLOSING DEVISE. WEATHERING AREA SEVERE NameTjtle 37. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAYWITH TWO OR ICE SHIELD YES �ignature Date SEE FLOOR PLAN FOR LOCATION. MORE RISERS,HANDRAILS HEIGHT MEASURED ABOVE STAIRTREAD NOSING,SHALL BE NOT LESS FROST LINE DEPTH 31-011 THAN 34 INCHES (864MM)AND NOT MORETHAN 38 INCHES (965MM).ALL REQUIRED HANDRAILS 19. BASEMENT WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE SHALL BE CONTINUOSTHE FULL LENGTH OFTHE STAIRS FROM A POINT DIRECTLYABOVETHE TERMITE AREA MODERATETO HEAVY OPENABLE EMERGENCY ESCAPE AND RESCU OPENING.WHERE EMERGENCY ESCAPE AND RESCUE LOWEST RISER OFTHE FLIGHT ENDS SHALL BE RETURNED OR SHALLTERMINATE IN NEWEL DECAY AREA SLIGHTTO MODERATE OPENING ARE PROVIDEDTHEY SHALL HAVE A SILL HEIGHT OF NOT MORETHAN 44 INCHES (111 8MM) POSTS OR SAF-q'v.T'RMINALS.HANDRAILS ADJACENTTO AWALL SHALL HAVE A SPACE OF NOT WINTER DESIGN TEMP 11 ABOVETHE FLOORWHERE A DOOR OPENING HAVING ATHRESHOLD BELOWTHE ADJACENT GROUND LESSTHAN 1 1/2 INCHES (38MM) BETWEEN THE WALL AND THE HANDRAIL FLOOD HAZARDS: TO BE DF ERMINED BY Pr4krk ie'.NEW C045MUCTION.:: Mata fileriam e�t C_.\Weit�tMMAN1jF6"pv*M 6MP*S6krck Pagelof.1 ELEVATION SERVES AS AN EMERGENCY ESCAPETHE RESCUE OPENING AND IS PROVIDED WITH A PLAW i-XAMINER BULKHEAD ENCLOSURE SHALL COMPLYWITH SECTION 310.37HE NET CLEAR OPENING DIMENSIONS REQUIRED BYTHIS SECTION SHALL BE OBTAINED BYTHE NORMAL OPERATION OFTHE EMERGENCY SEE GENERAL NOTES FORALL OTHER CODE REQUIREMENTS ESCAPEAND RESCUE OPENING FROMTHE INSIDE.EMERGENCY ESCAPEAND RESUE OPENING WITH A FINISHED SILL HEIGHT BELOWTHE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH AWINDOW WELL IN ACCORDANCEWITH SECTION R310.2. PROJECT INFORMATION S Y M B 0 L S ACOUSTICALTILE, MARBLE OWNER: MR. & MRS.THOMAS & JANINETHOMPSON CERAMICTILE SAME ALUMINUM PLYWOOD 10/14/15 ISSUED FOR PERMIT E.A. BUILDER USER /TENANT: BATT INSULATION RIGID INSULATION # DATE REVISION DESCRIPTION BY: NEW RESIDENCECONCRETE STEEL PROJECT: NEW RESIDENCE PROJECT DESCRIPTION: 645 GOLFVIEW COURT, 5,678.00 S.F. CONCRETE BLOCK (PLAN VIEW) WOOD ......... E. MARIAN, NEWYORK PROJECT SQUARE FOOTAGE: CONCRETE BLOCK(DETAILS) WOOD BLOCKINGER TEHN DESIGN GROUP, LLC LOW ��SL 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-31861 cy FIRE HAZARD: EARTH DETAIL SHEET M IT IS AVIOLATION OF THE LAW FOR ANY PERSON TO ALTERANY ITEM ON THIS o 0 DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. REQUIRED INSULATED CONCRETE @:DETAIL NUMB 4 FIRE SPRINKLER SYSTEM: BLOCK ATE' PROJECT#: DRAWN BY. DWG: E 65 CT. 1 2TH, 2015 15199 E.T.A T 1 GENERAL NOTES CONTINUED 46. FOUNDATION WALLTHICKNESS BASED ON WALLS SUPPORTED,THETHICKNESS OF CONCRETE AND MASONRY FOUNDATION WALLS SHALL NOT BE LESSTHANTHETHICKNESS OFTHEWALL SUPPORTED EXCEPTTHAT 63, APPROVED CORROSION- RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIORWALL FOUNDATION WALLS OF AT LEAST 8- INCH (203MM) NOMINALTHICKNESS SHALL BE PERMITTED UNDER ENVELOPE IN SUCH A MANNERASTO PREVENTTHE ENTRY OFWATER INTOTHE CAVITYWALL OR BRICK-VENEERED FRAMEWALLS AND UNDER 10 INCHWIDE (254MM) CAVITY WALLS WHERE THE TOTAL HEIGHT PENETRATION OFWATERTOTHE BUILDING STRUCTURAL FRAMING COMPONENTS,THE FLASHING SHALL OFTHE WALL SUPPORTED,INCLUDING GABLES,IS NOT MORETHAN 20 FEET(6096MM),PROVIDEDTHE EXTENDTOTHE SURFACE OFTHE EXTERIORWALL FINISH AND SHALL BE INSTALLEDTO PREVENT REQUIREMENTS OF SECTION R401.1 AND R404,1.2 ARE MET, WATER FROM REENTERINGTHE EXTERIORWALL ENVELOPE,APPROVED CORROSION RESISTANT " 4" 2 1, ALL LOAD-BEARING WALLS SHALL BE PLACED IN CONTINUOUS CONCRETE FOOTINGS PLACED FLASHING SHALL BE INSTALLED AT ALL OFTHE FOLLOWING LOCATIONS; 7 -I -ATTOP OFALL EXTERIORWINDOWAND DOOR OPENINGS IN SUCH A MANNERASTO BE LEAK PROOF, ° ° Ir -°1 0 0 0 0 0 J7 INTEGRALLY WITH THE EXTERIORWALL FOOTING. U ° EXCEPTTHAT SELF FLASHING WINDOW HAVING A CONTINUOUS LAP OF NOT LESSTHAN 1 1/8 INCHES 2.THE MINIMUM ACTUALTHICKNESS OFA LOAD-BEARING MASONRYWALL SHALL BE NOT LESSTHAN 4 INCHES (28MM) OVERTHE SHEATHING MATERIAL AROUND THE PERIMETER OFTHE OPENING,INCLUDING (102MM) NOMINAL OR 3 3/8 INCHES (92MM)ACTUALTHICKNESS,AND SHALL BE BONDED INTEGRALLYWITH CORNERS,DO NOT REQUIRE ADDITIONAL FLASHING,AND JAMB FLASHING MAYALSO BE OMITTED. o� ___ - PIERS SPACED IN ACCORDANCE WITH R606.8 , * 2-ATTHE INTERSECTION OF CHIMNEYS AND OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO 3, PIERS SHALL BE CONSTRUCTED IN ACCORDANCEWITH SECTION R606.5 AND R606.5,LAND SHALL BE WALLS,WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPING. LAVATORIES BODED INTOTHE LOAD-BEARING MASONRYWALL IN ACCORDANCEWITH SECTION R608.1.1 OR SECTION R608.1.1.2. 3 -UNDER AND AT ENDS OF MASONRYWOOD OR METAL COPINGS AND SILLS, �_�� - - -Ej�_ 4. THE MAXIMUM HEIGHT OFA 4 INCH (102MM) LOAD-BEARING MASONRY FOUNDATION WALL SUPPORTING 4-CONTINUOUSLY ABOVE ALL PROJECTING WOODTRIM. WOOD FRAMED WALLS AND FLOORS SHALL NOT BE MORETHAN 4 FEET(I219MM) IN HEIGHT NAILED CONNECTION (1)(2) THROUGH-BOLTED CONNECTION(3) STRUCTURAL WOOD SCREW CONNECTION 5. ANCHORAGE SHALL BE IN ACCORDANCEWITH SECTION R403.1.6 ORAS SPECIFIED BY ENGINEERED 5 -WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATTACHTO AWALL OR FLOORASSEMBLY OF MULTIPLE 2 ROWS 12d 3 ROWS 12d DESIGN. WOOD-FRAME CONSTRUCTION. 2 ROWS 1/2" 2 ROWS 1/2" 2 ROWS 12d 3 ROWS 12d ASSEMBLY (0.148"x 3.25") (0.148"x3.25") BOLTS BOLTS (0.1148"x3.25") (0.148"x 3.25") 6, THE UNBALANCED FILL FOR 4 INCH (102MM) FOUNDATION WALLS SHALL NOT EXCEED 24 INCHES (61OMM) 6-AT WALL AND ROOF INTERSECTIONS, , 3, ,�I_��ti_ (SEE ABOVE) COMMON WIRE COMMON AT 12"O.C. AT 12"O.C. AT 24"O.C. AT 12"O.C.WIRE AT 24"O.C. AT 12"O.C. COMMON WIRE COMMON WIRE -= �� FOR SOLID MASONRY OR 12 INCHES (305MM) FOR HOLLOW MASONRY. 64. FRAMING DETAILS:RAFTERS SHALL BE FRAMEDTO RIDGE BOARD ORTO EACH OTHERWITH A A 470 705 505 1 47. HEIGHTABOVE FINISHED GRADE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE GUSSET PLATE AS ATIE.RIDGE BOARD SHALL BE AT LEAST I- INCH (25AMM) NOMINALTHICKNESS AND :�! 015 500 995 THE FINISHED GRADE ADJACENTTO THE FOUNDATION AT ALL POINTS MINIMUM OF 4 INCHES 102MM NOT LESS IN DEPTH THAN THE CUT END OFTHE RAFTER AT ALLVALLEYS AND HIPSTHE SHALL BEA F B H55 __d 0 WHERE MASONRYVENEER IS USED AND A M INIMUM OF 6 INCHES (152MM) ELSEWHERE, ( ) VALLEY OR HIP RAFTER NOT LESSTHAN 2- INCH (51 MM) NOMINALTHICKNESS AND NOT LESS IN DEPTH N 530 380 760 375 745 THANTHE CUT END OFTHE RAFTER HIP ANDVALLEY RAFTERS SHALL BE SUPPORTED ATTHE RIDGE - T 17 z WATER CLOSET C 340 680 330 665 48, BACKFILL SHALL NOT BE PLACED AGAINSTTHE WALL UNTILTHE WALL HAS SUFFICIENT STRENGTH AND BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTETHE SPECIFIC 9 2'-6" 2'-0" HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY LOAD ATTHAT POINTWHERETHE ROOF PITCH IS LESSTHANTHREE UNITSVERTICAL IN 12 UNITS THE BACKFILL HORIZONTAL (25 PERCENT SLOPE),STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS,SUCH AS RIDGE BEAMS,HIPS,AND VALLEYS,SHALL BE DESIGNED AS BEAMS. 024"CLEARANCE IN 49, EXCEPTION:SUCH BRACING IS NOT REQUIRED FORWALLS SUPPORTING LEESTHAN 4 FEET(I219MM) FRONT OF OPENING OF UNBALANCED BACKFILL, 65.CEILING JOIST AND RAFTER CONNECTIONS:CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLES R602.3(I)AND R802.5.1 (9)AND THE ASSEMBLY SHALL BE NAILED 50. WOOD SILL PLATES SHALL BE A MINIMUM OF 2 INCHES BY 4 INCHES (51 MM BY 102MM) NOMINAL LUMBER TOTHETOP WALL PLATE IN ACCORDANCE WITHTABLE R602,3(I).CEILING JOIST SHALL BE CONTINUOUS OR SECURELY JOINED WHERETHEY MEET OVER INTERIOR PARTITIONS AND NAILEDTO ADJACENT 51. CONCRETE OR MASONRY FOUNDATIONS DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY RAFTERSTO PROVIDE A CONTINUOUSTIE ACROSSTHE BUILDING WHEN SUCH JOISTS ARE PARALLEL FOUNDATIONSTHAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE. TGTHE RAFTERS. LAYOUT CLEARANCES (TYR) DRAINAGETILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE SHALL BE INSTALLED AT OR BELOWTHEAREATO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN 66. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESSTHAN 1 1/2 INCH (38MM) OF APPROVED DRAINAGE SYSTEM.GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND AT LEAST I FOOT(305MM) BEARING ON WOOD OR METAL AND NOT LESSTHAN 3 INCHES(76MM) ON MASONRY OR CONCRETE, BEYONDTNAILING SCHEDULE SIMPSON STRONGTIE HE OUTSIDE EDGE OFTHE FOOTING AND 6 INCHES (153MM)ABOVETHETOP OFTHE FOOTING 67. FASTENERS:FASTENERS FORASPHALT SHINGLES SHALL BE GALVANIZED STEEL„STAINLESS STEEL, ) LSTA 24"20 GA. STEEL STRAP TT:::� AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MA TERIAL,THETOP OF OPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER,ANDTHE DRAINAGETILES OR PERFORATED ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GAGE[(O.I05 INCH (2.67MM)]SHALLWITH A IN. 1 1/4"x 20 GAUGE PIPE SHALL BE PLACED ON A MINIMUM OF 2 INCHES (51 MM) OFWASHED GRAVEL OR CRUSHED ROCK AT LEAST MINIMUM 3/8- INCH (9,5MM) DIAMETER HEAD,ASTM F 1667,OF LENGTH TO PENETRATE THROUGH THE JOINT DECRIPTION #OF NAILS NAIL SPACING EA. SIDE I TO RIDGE & RAFTE ONE SIEVE SIZE LARGERTHAN THE TILE JOINT OPENING OR PERFORATION AND COVERED WITH NOT LESSTHAN ROOFING MATERIALAND A MINIMUM 3/4 INCH (19.1 MM) INTOTHE ROOF SHEATHING,WHERE THE ROOF ROOF FRAMING MIN. OF 12" BEARING ON RAFTERS 6 INCHES 153MM OFTHE SAME MATERIAL SHEATHING IS LESSTHAN 3/4 INCH 19.1 MM THICK,THE FASTENERS SHALL PENETRATE THROUGH THE W/LSSU 28 CONNECTORS - ( ) ( ) Rafter to Top Plate(foe-nailed) 3-8d per rafter SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. Ceiling Joist to Top Plate(Foe-nailed) 3-8d per joist EXCEPTION: Ceiling Joist to Parallel Rafter(Face-nailed) 6_16d each lap 68. ASPHALT SHINGLES SHALL HAVE A MINIMUM NUMBER OF FASTENERS REQUIRED BYTHE Ceiling Joist Laps over Partitions(Face-nailed) 6-16d each lap MANUFACTURER FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECUREDTO TWO CollarTie to Rafter(Face-nailed) 3-8d pertie A DRAINAGE SYSTEM IS REQUIRED WHENTHE FOUNDATION IS INSTALLED ON WELL-DRAINED GROUND FASTENERS PER INDIVIDUAL SHINGLE, ROOF SLOPE EXCEEDS 20 UNITSVERTICAL IN 12 Blocking to Rafter(Toe-nailed) 2-8d each end OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM,GROUP I Rim Board to Rafter(End-nailed) 2-16d each end (2) SIMPSON "H2" SOILS,AS DETAILED INTABLE R405,1 . UNITS HORIZONTAL(20.12),SPECIAL METHODS OF FASTENING ARE REQUIRED. WALL FRAMING CONNECTORS 2 16" 52. CONCRETE AND MASONRY FOUNDATION DAMP PROOFING EXCEPTWHERE RE UIREDTO BEWATERPROOFED BY 69. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET(6IOMM) HIGHERTHAN ANY PORTION OFA BUILDING (ONE EACH RAFTER/STUD) Q Top plate toTop Plate(Face-nailed) 2-16d per foot MUST CONNECT SECTION R406.2,FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED WITHIN 10 FEET(1048MM) BUT SHALL NOT BE LESSTHAN 3 FEET(914MM)ABOVETHE HIGHEST POINT Top Plate at Intersections(Face-nailed) 4-16d joints-each side RAFTER TO TOP BELOW GRADE SHALL BE DAMP PROOFED FROM THETIP OFTHE FOOTING TOTHE FINISHED GRADE.MASONRY WHERETHE CHIMNEY PASSES THROUGH THE ROOF Stud to Stud(Face-nailed) 2-I6d 24"o.c. WALLS SHALL HAVE NOT LESSTHAN 3/8 INCH (9.5MM) PORTLAND CEMENT PARGING APPLIEDTOTHE EXTERIOR Header to Header(Face-nailed) I6d 16"o.c.along edges PLATE TO EACH OFTHE WALLTHE PARGING SHALL BE DAMP PROOFED WITH A BITUMINOUS COATING,3 POUNDS PER SQUARE 70. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT Top or Bottom Plate to Stud(End-nailed) 2-16d per 2 x 4 stud WALL STUD YARD (1.63 KG/M2) OFACRYLIC MODIFIED CEMENT, 1/8 INCH (3.2MM) COAT OF SURFACE-BONDED MORTAR WITHOUT REMOVING PERMANENT CONSTRUCTION,THIRTY INCHES (762MM) OFWORKING SPACE SHALL 3-I6d per 2x 6 stud COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATER PROOFING IN SECTION R406,1 TO THE BE PROVIDED IN FRONT OFTHE CONTROL SIDETO SERVICE AN APPLIANCE,ROOM HEATERS SHALL BE Bottom Plate to Floor Joist,Band Joist,End joist 4-16d per 2 x 8 stud USE or blocking(Face-nailed) 2-I6d per foot 10d x 1 1/2" EXTERIOR OFTHE WALL, PERMITTEDTO BE INSTALLED-WITH AT LEAST AN 18-INCH (457MM)WORKING SPACE.A PLAT FORM SHALL NAILS. NOT BE REQUIRED FOR ROOM HEATERS, FLOOR FRAMING 53. CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATERTABLE OR joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT RETAIN 71. APPLIANCES INSTALLED IN A COMPARTMENT,ALCOVE,BASEMENT,OR SIMILAR SPACE SHALL BE Bridging to joist(Toe-nailed) 2-8d eacend CONT.ALUM. EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE WATERPROOFED ACCESSED BY AN OPENING OR DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS Blocking to joist(Toe-nailed) 2-8d each end FLASHING WITH MEMBRANE EXTENDING FROMTHETOP OFTHE FOOTINGTOTHE FINISHED GRADETHE MEMBRANE THAN 24 INCHES (610MM)WIDE AND LARGE ENOUGHTO ALLOW REMOVAL OFTHE LARGEST APPLIANCE Blocking to Sill orTop Plate(Foe-nailed) 3-I6d each block SHALL CONSIST OF 2-PLY HOT MOPPED FELTS,55 POUND (25KG) ROLL ROOFING,6 MIL(0,15MM) POLYVINYL IN THE SPACE,PROVIDEDTHAT A LEVEL SERVICE SPACE OF NOT LESSTHAN 30 INCHES (762MM) DEEP Ledger Strip to Beam(Face-nailed) 3-I6d each joist 2"X LEDGER BD, CHLORIDE,6 MIL(0,15MM) POLYETHYLENE OR 40 MIL(I MM) POLYMER-MODIFIED ASPHALT,THE JOINTS INTHE ANDTHE HEIGHT OFTHE APPLIANCE,BUT NOT LESSTHAN 30 INCHES (762MM),IS PRESENT ATTHE joist on Ledger to Beam(Toe-nailed) 3-8d perjoist MEMBRANE SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATER PROOFING FRONT OR SERVICE SIDE OFTHE APPLIANCE WITH THE DOOR OPEN. Band joist to joist(End-nailed) 3-I6d perjoistA 2"X ROOF RAFTER MEMBRANE, Band Joist to Sill orTop Plate(Toe-nailed) 2-I6d per foot SIMPSON "HD2A" 72. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND ROOF SHEATHING ° CONNECTORS LOCATED 54. STEEL COLUMN PROTECTION: ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL BE GIVEN A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST ° AS SHOWN ON PLANS APPLIANCE,BUT NOT LESSTHAN 30 INCHES(762MM) HIGH AND 22 INCHES 559MM WIDE AND NOT MORE Structural Panels 8d 6"edge/ 12"field SHOP COAT OF RUST INHIBITIVE PAINT,EXCEPT FOR CORROSION-RESISTANT STEELAND STEELTREATED WITH n ) ( ) Diagonal Board Sheathing 4"O,C,Gable Rake O.H, COATINGSTO PROVIDE CORROSION RESISTANCE. THAN 20 FEET(6096MM) IN LENGTH WHEN MEASURED ALONG THE CENTERLINE OFTHE PASSAGEWAY i"x 6"or I"x 8" 2-8d per support SIMPSON STRONGTIE 1 1/4"W CS 20 GA. FROM THE OPENING TO THEAPPLIANCE,THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING I"x 10"or wider 3-8d per support CONNECTORS @16" O.C. (12" BEARING 55. STRUCTURAL REQUIREMENTS:THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT IN ACCORDANCEWITH CHAPTER 5 NOT LESSTHAN 24 INCHES (762MM) DEEPAND 30 INCHESWIDE SHALL CEILING SHEATHING ON STUDS) ATTHE BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES BE PRESENT ALONG SIDES OFTHE APPLIANCE WHERE ACCESS IS REQUIRED. SIMPSON STRONGTIE ilE (I 02MM BY 120MM)AND STEEL COLUMNS SHALL NOT BE LESSTHAN 3-INCH-DIAMETER(76MM) STANDARD Gypsum Wallboard 5d coolers T edge/ 10"field LSSU 28 U HANGER ° PIPE OR EQUIVALENT. 73. PLUMBER IS RESPONSIBLE FOR SAW CUTTING AND CHOPPING OF CONCRETE FOR SANITARYWASTE @ 16"O.C. ° ROUGH AND DOMESTIC WATER LOCATION IF NECESSARY. WALL SHEATHING 56. THE UNDER-FLOOR SPACE BETWEENTHE BOTTOM OFTHE FLOOR JOISTS ANDTHE EARTH UNDERANY 74. PLUMBER RESPONSIBLE FOR EXCAVATION,BACKFILLING,AND COMPACTING OFTRENCH'S INTERIOR Structural Panels 8d 6"adge/ 12"field BUILDING (EXCEPT SPACE OCCUPIED BYA BASEMENT OR CELLAR) SHALL BE PROVIDED WITH Fiberboard Panels VEN -i�_ TILATION OPENING FOUNDATION WALLS OR EXTERIORWALLS.THE MINIMUM NET AREA OF AND EXTERIOR OF BUILDING. Fiber 6d 3"edge/6"field VENTILATION OPENING SHALL NOT BE LESSTHAN I SQUARE FOOT FOR EACH 150 SQUARE FEET 0,67M 25/32" ( 8d 3"edge/6"field SQUARED FOR EACH I OOM SQUARED) OF UNDER-FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING 75, PLUMBERTOVERIFY DEPTH OF EXISTING SANITARY WASTE LINE BEFORE COMMENCING WORK Gypsum Wallboard 5d coolers 7"edge/ 10"field SIMPSON "HD2A" SHALL BE WITHIN 3 FEET(914MM) OF EACH CORNER OF SAID BUILDING, • Hardboard 8d 6"edge/ 12"field o COINNECTORS LOCATED 76. ALL ROOF PENETRATIONSTO BETEMPORARILY SEALED,FINAL SEALINGTO BE DONE BY ROOFING Particleboard Panels 8d 6"edge/ 12 field ° AS SHOWN ON PLANS CONTRACTOR Diagonal Board Sheathing 57, AN ACCESS OPENING 18 INCHES BY 24 INCHES (457MM BY 610MM) SHALL BE PROVIDEDTO THE I"x 6"or I"x 8" 2-8d per support UNDER-FLOOR SPACE.SEE SECTION M 1305.1.4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL I"x 10"or wider EQUIPMENT IS LOCATED UNDER FLOORS. 77. PLUMBING CONTRACTORTO COORDINATE ALL PIPING WITH OTHERTRADES PRIORTO ANY PIPING 3-8d per support 5/8" DIA.ANCHOR BEING INSTALLED. FLOOR SHEATHING BOLT 12" FROM CORNERS 58. MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH Structural Panels & I@ 36" O.C. 78. PLUMBING CONTRACTORTO SUBMIT 5 SETS CATALOG CUTS FORAPPROVALTO ARCHITECT PRIOR I"or less 8d 6"edge/ 12"field GYPSUM BOARD SHALL COMPLY WITHTABLE 8702.3.5.GYPSUM SHEATHING SHALL BE ATTACHEDTO TO STARTING. greater than I" I Od 6"edge/6"field (INITO CONCRETE EXTERIORWALLS IN ACCORDANCE WITH TABLE R602,3(1) GYPSUM BD.AT RIGHTANGLES OR PARALLELTO FRAMING Diagonal an I" Sheathing MEMBERS.ALL EDGES AND ENDS OF GYPSUM BOARD SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPTTHOSE I"x 6"or I"x 8" 2-8d per support FOUNDATION) EDGES AND ENDS THAT ARE PERPENDICULARTO THE FRAMING MEMBERS,INTERIOR GYPSUM BOARD SHALL 79. PLUMBING CONTRACTOR RESPONSIBLE FOR SECURING PERMITWITHTHE BUILDING DEPARTMENT'S I"x 10"orwider 3-8d per support NOT BE INSTALLEDWHERE IT IS EXPOSED TO THE WEATHER PLUMBING DIVISION, 59. SCREWS FOR ATTACHING GYPSUM BOARDTO WOOD FRAMING SHALL BETYPE W ORTYPE S IN 80. PLUMBERTO COORDINATE ALL INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. NOTE:ALL STRAPPING TO HAVE A MIN. BEARING OF 12" ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATETHE WOOD NOT LESSTHAN 5/8 INCH (I 5.9MM). t " ON ROOF RAFTERS AND S �?A,.':w•; 3 g,,�, t{� ",." `Y,..,.�.. ),..,a','',..F,s„j,`°,;r °.{;a„m sms;1',:'i4 u`r�s° '#,$°. .rR,•°,:iY, .'°'!0.""k, . 9°;�x'F STUDS. " ",r;.'. '>.:,y., e€, ,;:z"rr!:.:+ i?i�S i?.�1Yi:,";?''�.'ci '.,�,;ide.`�1s.,,,.+,n.;,.,Ydt3r;'v) '.:w4s:.S..•+.:.<y.,,..0:a�'..,,. .'::,,,,�.,�s:. :,. 1-...r,�,�;h,,.,,�:,,,....:' ..,,:., '°'ey�",,:,,tn U S. SCREWS FOR ATTACHING GYPSUM BOARD TO LIGHT GAGE STEEL FRAMING SHALL RETYPE S IN 81. PLUMBERTO INSULATEALL DOMESTIC COLD,HOT,AND RECIRCULATING LINESWITH 1/2 FIBERGLASS r.:'; "„, ; ;i:7 ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATETHE STEEL NOT LESSTHAN 3/8 INCH 9,5MM . INSULATION. ��" "�yyyp,;, ,. .kl1 II� " RRIe�' V ;a� �' ! " ¢ M PROVIDE 3X3 WASHERS @ ANCHOR BOLTS ( ) '>, I'll,�, ta' $h�S•&:'U,F�.k'�a �i = �,$,�,k r..; �5�'`e3jht�J� 1't,�'�� rlk��+it ,u%"^ i:, ?t,r y 1::�}i",'��t� s SCREWS FORATTACHING GYPSUM BOARDTO STEEL FRAMING 0.0033 INCHTO 0,1 12 INCH 0.838MMTO 2.84MMO `,lo,,:, ,,. � �F,.:,:,; �''.',�.<,� � �,>.,s,t ,_ '�,, , r Y e, ,`t 1 °�ti,,�.... ( r,.l,.�za:�o ., .,\,,,.:�'„<a,, t , .,.5 t\r..r{E.?;r,, n,.,n.1: 4 r,;'� .;.z'S.:r;.4,.,..117>r. ,. +1,�%,r,.,�ySA:,v��h',r...:':a�^,T. ..,,.:." ,�w"`1,�'.?,,..7,:f1.,, ':'a°."�.�,..,..,..ht a..,�u.:.,�,,t;,}. `,, ..r +,,,,e:r„ n,{.,,,^.oa.j:.t„e.��,:w :'f;,s;';' ;.".f :.,+,cPq,` ,,ttrr, y.�..,..P,i..�.,n:`r.:.nI,�✓.... 7,w,:,;. THICK SHALL COMPLY WITH ASTM C 954, 82. PLUMBERTO PROVIDE BALL SHUTOFFVAL E > ,,, I :' +'.rt .e.: Fl1'"' �; 4.i,? ,�:,,„..., . ';_..; 5 ,.',,-.,�,,.,�...x srr ,4,p V S ON ALL BRANCH LINES OR BATHROOM GROUP. �� {,,,� "y dYI a j d a 'r't y+f a rv,a. t, t L ,, ,p TYPICAL CONNECTION DETAILS 60. CERAMICTILE SURFACE SHALL BE INSTALLED IN ACCORDANCEWITH ANS �w « r � ;,.. �7 71" r4A I A 108.I,A 108.4,A 108.5,A 108.6,A 108,1 1 83. PLUMBERTO RUN OUT DRAIN AND RELIEF LINE FROM WATER HEATER J^ � +' e► fi tui tau` ten:;� 313U r ago i ' a3n '`r Al 18,I,A1 18,3,A136,1 ANDA137.1. �`1� � -," N.T.S d t i= 51 " tiu1101 r a sed u < 4t$ AY1Cb4If$phg, ,E g 84. PROVIDE WATERTO HOSE BIB ON EXTERIOR T4`,` ,,,�4 t a rro>3F1,64s 1` 't` a +: i +an er btu>ltaai res t i�F ti . �'t '�� ,,p r i ,: t, 61. ALL STONE AND MASONRYVENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTENTABLE 4. ;,, k .z ��a _ g ;a , n t 1 ,'''t .s t 3 4. �`a R t$s ndl r x a�,.v,u;l ;\,s, hM r.. , g. �.v tr d Y. .�. - k' e , ., 8703.4 AND FIGURE 8703.7.SUCH VENEERS INSTALLED OVER A BACKING OF - 85, UNDERGROUND DOMESTIC WATER PIPINGTO RETYPE K COPPE W � � . ., n° w " ' < ' !•' : x �r `r 'y WOOD OR COLD FORMED COPPERWITH FLARED JOINTS. q yr S '�'f{i.'s'S,Fvr i" . .�k b %U'l.:I �,tZ,,t d v ti a,, x, a,Ylfb, ,ycVti, STEEL SHALL BE LIMITEDTOTHE FIRST STORYABOVE GRADE AND SHALL NOT EXCEED 5 INCHES (127MM +, , �s'wiry :�, ,tt.',i;°'.` i,<( ::1 ,'-�!O., .,E,; f' k'' `,�' 4 ' ) 'r '' t 'w ' ,'a ,ti_fi�,,,a .•a^t` yF:tom,.?:,y'ry!,.a,�;,s.:pYn.,., ,.t.., '::�=k,.u, ,.`<` ,.,r;, ','d ,1a ,:::o•:,f Ari„ y.:a°'+,..,,,,.`°;;, sok:.,.,11 p::..a;; �J„ t-"_,vV 1"S) d.- S ,:) :Y Aa3''s,4�' ,,r":.:1t i'xf?i� w`:+,°'* .V�i.;,•4,, .f+,,','3 t' 'e"+i ��i ,`�I,',�, a S,tl+7; ...c.;,.„;r;'s,'." INTHICKNESS, 86, ABOVEGROUND DOMESTIC WATER PIPING TO BETYPE L COPPERWITH 95/5 SOLDERED JOINTS. Its,;'; ' . ';,�ks;,'�e>,;. y .,, k ;:� ,'f , , ,";,:' ,� .< 'l r ar' s 1 7k�;r ""�`i r*> �rk:� 4 tiy�r t � zt,. h{ A,r `k.r� ',:�! b t ars, , Fz '�.`,��: 1�o`3. � ,R s}QIP`! t j'v {�{ i }. F l.yyM1''" �i,` 1 r,r� k<Y^>�('t> a u 5 .., 's t ,, J,', y� x sw �+y r3 '< x�'�'�} , ',i I r ,± 87, G S� A.Fy'i'9 t .Y{' } y l S t«r _ 4t.. fa4 ,, I,, q .' v�... M> (,,(Y u", ..,.k4.. 62.VENEERTI ES,IF STRAND WIRE,SHALL NOT BE LESS 1NTHICKNESSTHAN NO,9 U.S.GAGEWIREAND UNDERGROUND SANITARYWASTETO BE SERVICEWEIGHT CAST IRON OINEDTOGETHERWITH ��t , '_>', �r+,'a'a ,^ ;,.kr, :,�ti: "+ "�, ;o�;. .;rs° :,. ;.'.: ., E ', , . , J y%.^� ;,`;a -, �, ,d g i �{�e,ri,' ,:C 1 :::,ri ' I r , n,�,%11 q ,11 k I P ,: ' ;," s � a;, r1� a , _f,v"a; SHALL HAVE A HOOD EMBEDDED IN THE MORTAR OINT,,OR IF SHEET METAL,SHALL BE NOT LESS NEOPRENE GASKETS. ,,aT'' ,t,"z,.,s f I err ,,,:}, ._ �x, :'s, ' ; x 4i' �r J ..�,, ,,.,,er,,,, .,1:,> k.t :�+ , AD';' 'r„,�;:..;; ,�' ,7s',,',, ;A, ,b' $; - � �, ��., ,n,,,;r;:`i�..,,, THAN N .22GAGE BY N �.., r. . :,-i"',;..:::.,''< O U.S.US G G 7/8 INCH 22,3MM CORRUGATED.EACHTIE SHALL BE SPACED ' +„ r ;, _,}. ,a S C NOT MORE ;;' _,„ :,, ; ;, '` s; b .7..,.,, s t4: t n t. i r r ,, <+ s,,. yr 1, :o.+r.r" .., ,,,. ,.,,., ,t!t'r:•: ,,,.,�:�::,,ir?",a.'<,Qnq.t.,:""�'�-'�` THAN 24 INCHES 610MM ON CENTER HORIZONTALLY N 88. ABOVEGROUND SANITARYANDVENT PIPING - r;Ea°::;t'''+'�:„. °:< �s'F r.;-+,=:` ' `n" <r' :- ' a $: ` ' "t�' -, � # ( ) AND SHALL SUPPORT NOT MORETHAN 3 I/4 TO BE NO HUB CAST IRON JOINED BY STAINLESS �� „ y j rs , . rE1t r '� n 5 ,,4a y ," �I ,, t F111I'll tt SQUARE FEET(0.302 M2) OF WALL AREA. STEEL CLAMPS, ' :`4 ,. 10/14/15 ' ;,,^,'a a�x.�` ,, f, ,, to 3,N�"a ' ° ,`�k : .,+, v ISSUED FOR EXCEPTION:IN SEISMIC DESIGN CATEGORY D I OR D2 AND IN WINDAREAS OF MORETHAN 30 POUNDS " �I , ,� � �_ ;r �I��n�„!,��,fi � � � 9' , 14�;a � � el,; �, � r PERMIT E.A. t,,�,i's".."""",r,'f;)i¢ri"?: �n' 9,t ,t'Sr: .4,nZ,y,,1..,`Yfat „r'1,i,a,r' eht5,i r d r.,- i� '4;;' ?.`<�'`: PER SQUARE FOOT 1.44KN/M2 ,EACH SHALL SUPPORT NOT MORETHAN 2 SQUARE FE 89. ALLWORKTO COMPLYWITH N,Y,S.PLUMBING CODE, �'°'', :^`a�?'V'Y.r"g:_, + ''"< 3y�} ,1 fir„. .<,^ ., ' , y ' ' ' ,=` ' ;:. . ( ) Q ET 0.186 M2 ( ) >r�j�` raI ,t, s , Jr kit?d1��,� t i ��:,;ti; ,fi°' � 4" �r�:,t "',,6 7 3 ,, i t e OF WALL AREA. ��<J tirrry ; .,.: ;Mx aa� :'°`, �:. {` :, r�'r,.n t�� # DATE REVISiION DESCRIPTION BY: NOTE: 90. PLUMBER IS RESPONSIBLE TO COORDIN 'w',^ ' i j,ti,,:,, 4 , tt'A,'6';'�t`•.,°r H "` , w= 't � ATE ALL GAS WORK WITH LOCAL UTILITY ANDTHE BUILDING ..v'';yt:t :,:,'},�,:, �"'' ; r t s,' Q ' :�k9 E,- 'rtt. �., ,, ,.3' 9 ,f .:,' t2 '., +:Mj ' � Y ...'U 1, .1,1',,ei4�;�' r' ''.1114, :Y i'i ' ,`P "�i .,� IZ111 �,", ,S,' `::�:"' 'f ��,v, N,.,\ J�„ DEPARTMENT PLUMBING DIVISION. , ;;t ,y , ,r to t2 �1 Iwo PROJECT: I,THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OFTHE RESIDENTIAL CGDE OF „_,, z,<s ? �k`,', :, �; ;�4,;,;:-C,,, ,,,, . „ NEWYORK STATE. ;tF` i �� " ,t< 'P � %%,, ' x.5 y ]) \x t ', �, 4Y, t A NEW RESIDENCE ,s��f,x ,A„ _ t t 645 GOLFVIEW COURT, 91, MATERIAL FORT 5, ; � ,""", ', ` , ;I�-�;,�ri'=', E di i` ,>,, r ,:, 14 r ,,t j, l; .' , ,�np .' HE STRUCTURAL MEMBERS ISTD BE IDENTIFIED WITH 8502.1.MATERIALS FOR LOAD , ;v ,:.?t5=� 1`',i k, ;J, ��> ,3: ;fin ;,; t tx q "'..0 , '1:' :',.L11 , , rn E. MARIAIN, NEWYORK 2. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OFTHE RESIDENTIAL CODE OF BEARING STUDS,PLATES AND HEADERS ARETO BE IDENTIFIED IN ACCORDANCETO 8602.I. a':,k, , ,�;t; a ;;, s :; n tl NEWYORK STATE. �:.. y y � ti; s ``'''.}'t,?3/+.l,ettgiA aok' t�?/{r„ `, �'t��a '� yS,. 2 M'' `' S'6 4f �l i,' jl4R,. 1 I 0 Yvr ±''e"" :{il ai+fi00�,itN;, i 5! + S �-� R ga..:�kN"I,s.r� +, ', 4, d� '„ ,,',, r,n(,�,' f�+' '''? ' 14 7' I& 3. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN - ' ? S,,9','1�+ 5 `, ,,, �`; �,,r° ,, # , aid',: rr;z,' ;:n `;', ';' * ,0:". ', < # , ;, ., �ERED EHN DESIGN Q NCE WITH CHAPTERS 33 42 OFTHE RESIDENTIAL pp y�y 1y J��ty�.�r( K) g 4 yfY , i y/y j� } (t•. �JJElT,.� �SR�WP '�%,itR '�.' �::%r� �:'hk�� ;7 .f ,T' r :�1� f4- F' , T G i/ ! �i `:,. ��S qq�, GROUP, LLC. CODE OF NEWYORK STATE. „5_4 � �i t * :;Z5 ''� v '` E L N.k 'm '��% k t i f } #� ;F, 4F t,§N� s io, ds s� i� I.3h l , ?n11 ;, Q. ?� lF 'Sym 125 E Sunrise Highway,Llndenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 r . , ,s',;^ ab/ i , 0y ,� °wi n 4Y, ��, ', (1- 23 , 37k, ".: i�1 4.EXTERIOR WINDOWS AND GLASS DOORS SMALL BE INSTALLED IN ACCORDANCEWITH SECTION R613.5,ALL GLAZING SHALL , , � , '#' "� o',Es=,•:',�" # ,.r ,< ' ' ��'1•"'11'9'1" ' � t i ? c� COMPLYWITH SECTION 8308. � ',,";,;'t�.:,;; ': 1aoY apt w eoaisc.tauaiI ehstlt✓ttdotcrotfned9ntAe lbundngon dcailga leer Sextton 1,14 �11 " ,', q -i IT IS A VIOLATION OFTHE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS yy; ,s ,- 1.,, � ► '(+ ►. rdu>;t+.P'n � ►�"a�l - r s� ,j,� � " DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT, #rz� 4yiv�y h„, r , a r y �, I}yC�" ah�btrleci#Ieng dn4 'd!t l�176111 II t ilex atf�to 111,E CrtiC sjr811 tA4#tlo6a�boat 5.THE CLOTHES DRYER SHALL BEVENTEDTOTHE EXTERIOR IN ACCORDANCE WITH SECTION M 1501. ��r # � ' '" ', ; ` '; ` ?£ "I"", 'Jo owi, k 114 br.1P@K b+ka iHr M�r$a1S,1f�Ttuk�p 'I�e SaeR3iiG 1 i�7r ,I; ift 5atr�a,;Msdxotdy I� r ,` s ' 9gg5 DATE: PROJECT#: DRAWN BY: DW b4, , r'° OFN�,�p� � :,,,,�. 17.,4<:"i,IZ.,; .; .,. ,s,,�. ,,.tN,.,x n G ,i,u,,,.. . .. �: ,. ,.; .� CT. 12TH, 201511 15199 E.T.A 6, THE FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTERS 10&24 OFTHE RESIDENTIAL 2 GENERAL NOTES CONTINUED - 92. STRUCTURAL FLOOR MEMBERS ARE NOTTO BE CUT,BORED OR NOTCHED IN EXCESS OFTHE I I 5, FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY,INSTALLATION, SIMPSON STRONGTIE CRIPPLE NOTEWINDOWS SHALL HAVE A D.R RATING OF 30 OR GREATERAND A LIMITATIONS SPECIFIED IN FIGURE R 502,8,CUTS,NOTCHES AND HOLES BORED IN ENGINEERED TESTING METHODS,OPERATION AND MAINTENANCE INFORMATION IN ACCORDANCEWITH SECTION H2 HURRICANETIE STUDS U-VALUE OF 28. PROVIDE WIND BORNE DEBRIS PROTECTION WOOD WOOD PRODUCTS ARE NOT PERMITTED UNLESSTHE EFFECTS OF SUCH PENETRATIONS ARE G2401 (I 0 1) G2401 (407),GAS PIPING ISTO BE DESIGNED IN ACCORDANCEWITH SECTION G2412(402). 2 X SIMPSON STRONGTIE STRUCTURAL PANELS AT EACH WINDOW AS PERTABLE RR301.2.1.2 ATFACHED. SPECIFICALLY CONSIDERED INTHE DESIGN OF MEMBERS,IN ACCORDANCEWITH R 502.8.2.STUD PIPING MATERIALS ARETO COMPLYWITH SECTION G2413 (403).STRUCTURAL MEMBERS ARE NOTTO ROOF SPH 18 GAUGE ALL GLAZING SHALL COMPLY SEC.R308 AND SHALL BETEMPERED GLASS AND DRILLING AND NOTCHING AREALSOTO COMPLYWITH R602.6. BE WEAKENED BY INSTALLATION OF GAS PIPING,IN ACCORDANCE WITH SECTION G2405 (302).PIPING MEMBER STUD PI AT�TIE AS SPECIFICALLY INDICATED ON LOCATIONS ONITHE PLAN,CUSTOM WINDOWS INSTALLATION ISTO COMPLYWITH G2414(404).KINKS IN PIPES ARE NOTTO ACCEPTABLE IN I SHALL FASSTHETEST REQUIREMENTS OF CPSC 16 CFR,PART 1 20 1.GLAZING 93. PIPING PENETRATIONS THROUGH FIRE-RESISTANTIRATED WALLS OR FLOORASSEMBLIES ACCORDANCE WITH SECTION G2415 (405). (2)2x 1 1 1 SHALL COMPLYWITH CPSC 16 CFP,PART 1201 CRITERIA FOR CATEGORY I OR ARETO COMPLYWITH R321.3. 11 6. GAS PIPING IS NOTTO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC AND CONTROL TOP PLATE I ; .. '. ;: ..—1. :: ,A-rr-,1-,-Nr's\/ 11 A e' Mr-n-rA r'.1 r- r'inr%e'4'I A-r-rA e-1 Ir'r-% .. .. % *.I - ---d* I.. . . . — — , .. . 94. CERAMICTILE SURFACES AND INSTALLATION ARETO COMPLYWITH R702.40.OTHER FINISHES SYSTEMS. I—If .. ., 1. 1.1. IT .. *.1. . .. : .. M.. ,I I r . ARETO COMPLYWITH R7025 AND R702.6. 117, GAS PIPING ISTO BETESTED FORLEAKS IN ACCORDANCE WITH G2414.16 (404.16).SEE ALSO .A. . . : . .. 1/8"GALV.STL . . - . . . . � 95. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH SECTION G2416 (406). 3 * , � HEADER * . J HINGE LOCK W_ 1. . R703,2. 11 8. GAS SHUT OFFVALVES ARETO BE PROVIDED IN ACCORDANCE WITH SECTION G2419 (409)AND . I� %L, : 3/8"X 3n GALV.LAG BOLTS 1� .. INTO JACK STUDS G2421 (41 1). . - 96. FLASHING MATERIAL ARETO BE CORROSION-RESISTANT AND ARETO BE INSTALLED IN .. , ACCORDANCE WITH R703.8,R903.2 AND R905.2.8 . SIMPSON STRONGTIE u 3 11 9. WATER AND DRAINAGE PLUMBING ISTO BE INSTALLED IN ACCORDANCEWITH SECTION P2603. I I/#`W 20 GA,GAW.STRAPPING '_ IF �, 97. ROOF COVERING MATERIALS IsTo COMPLYWITH SECTIONS R902,R904 AND R905 AND ISTO WOOD-FRAME DRILLING AND NOTCHING ARETO BE IN ACCORDANCEWITH P2603.2.PIPE PROTECTION MIN.12"BEARING ON STUD BE IDENTIFIED IN ACCORDANCE WITH R904.4.ROOF DRAINS ARETO BE INSTALLED IN AGAINST PHYSICAL DAMAGE AND CORROSION ISTO BE IN ACCORDANCE WITH P2603.2.1 AND P2603.3 FRAMED OPENING FOR ACCORDANCE WITH R903.4. RESPECTIVELY,SEE ALSO P2603,4 AND 2603.5 FOR PIPES IN FIRE RATED ASSEMBLIES AND FOR PIPES -1 NEWWINDOW(OR In : ] 1/8"GALV.STL.HINGE BRACKET THROUGH FOOTINGS OR FOUNDATION WALLS RESPECTIVELY,PIPE PENETRATIONSTHROUGH DaERIOR DOOR) 98. ASPHALT SHINGLES UNDERLAYMENT ISTO COMPLYWITH R905.23 SELF-SEAL STRIPS AND FOUNDATION WALLS ARETO BE SLEEVEDWITH A SLEEVETWO PIPE SIZES GREATERTHANTHE PIPE FASTENERS ARETO COMPLYWITH R905.2.4 AND R905.25 RESPECTIVELY FOR ROOFWITH PASSINGTHROUGH,IN ACCORDANCEWITH P26035. SLOPE OF FOUR UNITSVERTICAL IN TWELVE UNITS HORIZONTAL,DOUBLE UNDERLAYMENT APPLICATION REQUIRED IN ACCORDANCEWITH R905.2.7.THE REQUIRED UNDERLAYMENT ISTO 120, PIPE SUPPORTS ARETO COMPLYWITH SECTION P 2605.TABLE P2605.1 APPLIES EXCEPT LEAD — — — — — — CONFORM WITH ASTM D226,TYPE I OR ASTM D4869,TYPE I IN ACCORDANCE WITH R 905.2.3. IS NOTTO BE USED.PIPE MATERIALS ARETO BE PROVIDED AND ARETO COMPLYWITH SECTION P2803. — — — — — __ I 99, ROOF FRAMING ISTO BE DESIGNED IN ACCORDANCE WITH THE PROVISION OF CHAPTER 8 121, OWNERTO SELECT PLUMBING FIXTURESTHAT ARE IN ACCORDANCEWITH CHAPTER 27. T - 17 - -T- _T STORM SHUTTERTO BE 3/4"CDX FIR PLYWOOD AND MUST BE IDENTIFIED IN ACCORDANCE WITH R802.1 . 122, PRESSURE RELIEF DEVICES FORWATER HEATERARETO BE PROVIDED AND ARETO COMPLYWITH I I I I I I I 00. PROVIDE 2"X411 @ 32"O.C.COLLARTIES,AT 4'-511 HEIGHT IN ATTIC SPACE. SECTION P2803. ..I N��SPECIAL UPUf*I SHUTTER DETAIL - - , OIRED, 'I RCES FROM THE 123, FIXTURE TRAPS ARE TO COMPLY WITH SECTION P320 1. .1 .1 . 'I CONNECTORS REQ 1, 11 -, . . . , * * TE CONNECTIONS ARETO BE PROVIDED TO TRANSFER UPLIFT FO .. .. .. .� .. I �Ij AREA I I . " * *' N.T.S. I 0 1. ADEQUA . . , . I . TION IN ACCORDANCEWITH 2.2.3 OFTHEWFCMIWOOD *, ., .. . . ROOF ASSEMBLYTOTHE FOUNDA .. .. I :* * . .. 124, ELECTRICAL FIXTURES,COMPONENTS,DEVICES ARETO BE LISTED FORTHE APPLICATION AND ARE . . . . . . ., . , . . CONSTRUCTION MANUAL UPLIFTING AND WOOD CONNECT10N LOADS SPECIFIED IN TABLE . . , , . . N E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS .4 .. .� .I . . . 2.2A AND 2,213 OFTHEWFCM� TO BE LABELED IN ACCORDANCE WITH SECTIO .. .. .1 .: .: I I I I I - . -L__1: ISTO COMPLYWITH SECTION E3304.FOR EQUIPMENT WORKING SPACE AND CLEARANCES SEE SECTION —V.—0- A 1. .1 __ ______%_.l . .. . . . . . E,INSULATION AND CONNECTIONS ARETO COMPLYWITH .. , . 102. MASONRY ISTO BE SUPPORTED BY CONCRETE OR SOLID MASONRY OF 12 IN.(305MM) E3305.ELECTRICAL CONDUCTOR MATERIAL,SIZ .. .. , : .. .' . ., . .. . RIM JOIST . . . ., MINIMUM THICKNESS AND EXTENDING 6 IN.(I 52MM) BEYOND EACH SIDE OFTHE CHIMNEY IN SECTION E3306 AND E3307. . . � i*-� -___ - k ., ., . . _.— . \ J�,k., --- ACCORDANCE WITH R I 00 1.1.I AND FIGURE RI 003.1 . —_. . I . . . Lk' .1 11___ 125. ELECTRICAL SERVICE LOADS ARETO COMPLYWITH CHAPTER 35,IN PARTICULAR,RATING OF BOTTOM / SIMPSON STRONGTIE TRAPPING \_MUD SILL I ------- ... I 103. MINIMUM CHIMNEY WALLTHICKNESS ISTO BE 41-IN.(I 02MM) IN ACCORDANCE WITH R I 00 1.7. UNGROUNDED CONDUCTORS ISTO BE IN ACCORDANCE WITH SECTION E3502,SIZING OF CONDUCTORS IS I 114"W 20 GA.GALV.S --- . TO BE IN ACCORDANCE WITH SECTION E3503.BRANCH CIRCUITVOLTAGE LIMITATIONS AND CURRENT MIN, 12"BEARING ON STUD .. . . 104. IN ACCORDANCE WITH THE INTENT OF R1001.8.1 EXTERNAL MASONRY CHIMNEY ISTO,BE RATINGS ARETO COMPLYWITH CHAPTERS 36 AND 38. PLATE WRAPPED UNDER MUD SILL . . . NAILING PERTABLE 3.4B 2001 WFCM . . . . LINED.THE LINER MATERIAL ISTO BE STAINLESS STEEL ORALUMINUM IN ACCORDANCEWITH . ECTION E3508. (TYP FORALL STUDS,JACKS,KINGS) . . . . . � UL1777.SEEALSO G2424.13 (501.13).SIZING OFVENTING SYSTEM ISTO COMPLYWITH SECTION 126, ELECTRICAL GROUNDING SYSTEM ISTO COMPLYWITH S TYPICAL FRAMING AND UPLIFT . G2427(504). 127, REQUIRED RECEPTACLE OUTLETS,GF1 PROTECTIONS,LIGHTING OUTLETS ARETO COMPILYWITH SIMPSON STRONGTIE 105. MULTIPLE FLUES ARETO BE INSTALLED IN ACCORDANCEWITH RI 00 1.1 0(34).CHIMNEY FLUES CHAPTER 38,ENCLOSED ELECTRICAL WIRING ISTO COMPLY WITH TABLES E3804(I)THROUGH (10). CONNECTIONS FOR OPENINGS "AC"COLUMN CAP CONNECTEDTO MORETHAN ONE APPLIANCE ARETO HAVE A CROSS SECTIONALAREA NOT LESS 128. ELECTRICAL DEVICESAND LIGHTING FIXTURESTO BE SELECTED BY OWNERANDTO COMPLYWITH N.T.S. NOTE: CONNECTOR THANTHEAREA OFTHE LARGEST CONNECTOR PLUS 50%OFTHEAREA OFTHEADDITIONAL FASTENERS,STRAPPING,CONNECTORS - CHIMNEY CONNECTORS,FURTHERMORE,THE FLUE CROSS SECTIONAL AREA ISTO COMPLYWITH CHAPTER 39. IN CONTACTWITH PRESSURETREATED WOOD __j4___ R1001-1 I. 129, ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS ARETO SHALL BE APPROVED FOR SUCH USE, 1 106. INLETSTO MASONRY CHIMNEYARETO COMPLYWITH R1001.13. COMPLYWITH SECTION E3302. 1 107. EXTERIOR AIR INTAKE ISTO COMPLYWITH SECTION RI 005, COLUMN CAP DETAIL 108. FOR LPG AND NATURAL GAS FIREPLACES:COPPERAND BRASS PIPES ARE NOTTO BE USED N.TS, FOR CODE OF NEWYORK STATE AND NFPA 58. 0 ;;; 12111 11;�4Z� �� - I 11 � I'll, I'll -I� 1. IT 1'1��", Y,',`,��`�",, . I 1 _"! �11 I .111�- - 7,5y;-., � , �114 109. LPG STORAGE SYS � ,�% , y- ,�,� ts,;,_ �4`lt�,_`1'111'1�_l I,, ,4 : - � 11111111 1,I] "I'll I � F 1 � TEM ISTO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE FIRE =1��l��,��=,= 11 ,�t.El i5 E0 .!IV;= . � 1,1-K I 1) -t' . -1 -1 �' . I 't L,If 7� -,.,i-3,'�' -p - ,., � " V�j? _t , , �7_nllwi M% CODE OF NEWYORK STATEAND NFPA 58. �,,� ,,,, , � � . . 1--- ., �,It 4"-,4� ;��:-e�g,-,� w,!'�'4t' �.... .... i,114- , , lllj,,',,,,,,��i�A,U ql�`�Ttvlf, 0 ,, Ill to: , ,, *11 i -, I '04 '. ,�! . ll�11111 , ,�,A-`�.,;�p d - ,� � .� "I -.14i 1 , � - - 7�1,,,V, ��",%�,,,,[,�: I ,,',,, , i' ' ""', , , , '� , ;aTz,I 11.i1i;.y1.,!2h �-lj,;��'!,�'A , %, 1,' '�KI�$, ��,,K,,�-,"I.��i`,�,-�,I,tv-�.,. , 1 . , I ,,,, , I _..: -� tf " . _�,",� �, I vt I I 10. STRUIC E DESIGNED AND ,.... A A '' , . )f�,N�AGAN 7URAL FRAMING MEMBERS SUPPORTING THE CHIMNEY ARETO B .. _� l, - - '" � m1l) a a! n,�` , ." "0 , �n � *'oi . - '�� ''I".",�:;'.4i, -, '* " " 1 ,4 �' , ., ,i,,�� " , - , , 1,� t - , . "I �,' ,4?�� ii�.11 I-�,,, ti . , ,'' "". ,'' 't ".� . ,� 0 '� , 'k 1* k �4 , I 7-7, ��.5":-'O'i!"'.41 � '1,vV`. ,�i'1141111 - ,-w � � 'i SUPPORTTHE ADDITIONAL LOAD,IN ACCORDANCEWITH RI 002.5 .ADD , �i,-",_,r � �1, ,� illy- �L:g,,j,,�&� qNS"', , 1� 11", 1 , , -4. .�, L, � 11"I"'. I 221 . ;" , , 1_,� , �I 9,-� � .� , , 'a, i , ,; �,_,,, �� -I.. ,��,v -SIMPSON'HDQB OR , "t , ; st AND REINFORCEDTO , M,� � 1 �211 1..,1,1�'W 'A"W" - -"I . 011 �1, ii-_:�,;- TW1147ii&A i,� IV . Ail � . �i llil, � 'SIMPSON'PHD5 � -�-?, " I .." . � - 1.i - ___I- . 2-16d COMMON ,, . ll� i 2- ` 0- _�ii,i,2 . , L � �"4 ,,,i"�1. � `�`�1�i '111i7l 1 ''I "' , ,,,4 ,- � iiv,,-, ��, ''�"' , -""��,' , AN EXTRA T,X 4-OR(T'X GD. I, .�,".1�7 i� I " -1 W .4 1� . ,�11 , �, 'A I a. "., IV �, ,I - , - . 11 I ;�.! �_ 11*114...lrmw�_ - , 1� I , I 1p NAILS 0 6'OC. � �', 11 "I'll, � - �'A j 0151 "Ai'V��,14ffl Rh B q) ��,, .� .�, 1 ,4 � �� 40_" - LOCKING CQ_ ENDWALL , � .� -� ,�i , "' . - ".� , S N41. , AI 1A -17 fl . a � ","� � A 10 il;� ,I *. ,- -I .;If'' - I 111,�!:� - i i :!',"��!M",7134;'P,,� , .- . g� �:),*"��', A I� ,i�� ,�, SPLICING OF TOP PLATE FOR FULL LENGTH � I �'4i:`i-,�',�,:" ',% , � ��_�, 10 , - TERAND GAS BOILERARETO COMPLYWITH SECTION N 1104. 1 _(v 1`1, ", 1,0"'i I I 1. SERVICEWATER FOR HEA 1�i -, � WATER-HEATING EQUIPMENT PERFORMANCE ISTO COMPLYWITHTABLE N I 104.27HE HEATING r.v,1v-l . ,�i'1� % , - " �) : " - - :7� ".- _��Iill� -T,-. � --1 , -17 - I , -. —11 1, ; I .�1,1-1 --- ," , I""I 1-2,Ml lk", 14 ,�,',A I I � , '�,,.,."�,,'i,rj,,��' ,,,' I , '4�,,,�im,N',j,-'_,, OF STUD - - -', �510 1w_ mr1%"f"",':',,Ai. !�,gv,�,�; &,',�', , 111i'Iln , "I �, t��"j ", I : i - I ," " ." iW1'1j;i _!, , l,-,,�, , �4 11-1 �., , �,,& %% " , . ", ,, , Q. RIDGE-PLATFORM FRAMING ONLY 6 BOILERANDWATER HEATER ARETO COMPLYWITH CHAPTER 20.SEE ALSO SECTION G2408 (305).Y ��ii,� ,-,',, - .+1 "' I �t,� �N o,� 111,0�71111111,fflo_"-Iff , li, wk, I �, v t " � , , ��, 1,1�� ?�,-t-11'r I Ioi -1i," I I 11 , , i. I r,l, - "I t4h, I .f " " ili! i! ll�F,�Ipv� -,�,!'1111_ R TOP PLATE SPLICE LENGTH f ,, .1 1) I 1�,�� #?Ilil I I '.I�,,;, TOP PLATE SPLICE REQUIERMENTS 1, ", I 21 _-1_*_, . -_ Wlil #"�., 1pl.,�, � '' �' . "_, I I I ,,�, '��',",,", �,- - � , I � , ,� I FORWND-EXPOSURES B&C- FORWND-EXPOSURES B&C- I ," " - �t�IuAl il,1�4`-�10, . 'I " "O, I ',, W ! �§A , 11 vlw ,��, ��,,", :�4,,,,'�� ;.�:�,,�'%�,:� �!�q�" , kl� , I � g� 11.�� 01,y, ,,,?,,,�� 4 q ,,��xv� "' "' , I , ,� % _..�, I - i"T"', .1" 11 I ALL OTHER CASES ONE STORY SLAB ON GRADE ,4,1 2�1i�, %�'�,,�ll,�"I",,-,",")",��; 11�11'11 , . `� '! ',�... ... , , * 11 io,�i,mwn, 11`_T�1141'��'�' ol IV �1,,11'i,i , , ,Y�' ��';'ii'i�!,��n'gii 11A , ) ,, , -i'' _��"ii 11 119NOilV. , 'l �""'$"�:ii v.11 i, , .*� ", , �1'1� I I " , " 1111 , � BLOCIING0 , , 's , , - I 'I A � ,,%� i� t, "1.4W.v-.,l ,k-- �j I ,-,11 �"'.� i"�,,' " 14 - � `11'11�1!1'1 �,�%,,�,,�,'ihi), AF'i� , WITH SECTION G2450(630). iq��A-,;,,§ 111, - _11", i , I L), ,,, ,q�' FOR CLEARANCE REDUCTIONS SEE SECTION G2409 (308).IN ADDITIONTHE BOILER ISTO COMPL ;� "I �" I � I 0 % 11% W I Ill, 1,, ',;' "i I'D',', 11 �,'i�l� In - -1 11,,5- , ,�a �: XIwil 13,,`�'; TOP PLATE SPLICE REQUIERMENTS , ,�,411::, ��l� , .�,�.,'�,', ,�,,'j -,- "4 , ,4,,,,,,,�,�# ,", ," , , -11.1 I �x �I ,_"' � , � �, 1." � I � ," ,��, ,� . ''_ , ',e v , `� -- �,� � . , �,�,,�, ,,� ___ �k �� 11 2. DETAILS,MATERIALS,INFORMATION AND DRAWINGS FOR HYDRONIC PIPING ARETO BE ,,�11-11, �1. , '. "I? I'- ,% - , �j"�,V k� `�.','WXPIV "N"':AM � ',-J�,�"'�o,�J� ENDWALL I , " 1, * R , _�,,,Z�, I -r,--,--- ,Ap";,tXtW , , �, " �J,�,�kll�,11,1-�., k,�", #,; , 6 '��"'m'�l - - , � ,��'.4,��t ,� , ,A.", ,,rs"m ' 'o, , , .1 � , i V � ,�, ,.� L� � 4L , INV r:, . MINIMUM SPLICE 1.BY G,C.SUB- ,,,, l" fgtl�lill��141�1 , , BUILDING MINIMUM SPUCE BUILDING 41,,.,ygi,"��, ,61F`� �%� , ,, m- Ill �, ,-illy"W".00 - I M1.111"r , , I SUBMITTED,IN ACCORDANCE WITH CHAPTER 2 ll"', 1, , , � - �`�, ril�S741,`k ,%�,,,A,,,� I �V, - � , _I 1- ,, , 111*1'4'3411'1`1'�1,1 �1111,,,,,,,,,, lo,-�_ , -, CONTRACTOR, - , I LO..,4".'r" I I , , twil 'g " �,� � , , . . t , , 1 � ` X f, , ,,,,�, "�N , et ��,a �,,,;,,, LENGTH(ft) LENGTH(k) NOTE 4, DIMENSION(k) DIMENSION(t) ": �'� M§�" ,4,,i`,Ip,�� '�%�-`:,,4' `��,'i��,',,'��'� ... , I ii? ll - , I ,�;��'y, - � ,,,,4,'X"l ,4! . , " .�,r�, , YWITH SECTIONS , �pj��0,;-N,-i-��-,�1!;�,-p - _,��A IING*�'Ljl, ,�,, I p - , GANCHORSMOLDOWNSA Ni,.I �,�,AP ,.,�i, -, r, 11"� ,,'L�l 1,1�",,-i') � .. . . ALL STRAPPIN 1. I�iii '�, ","oLiNt _ �", 1�. ______ 12'-O' T-T 12'-T .. � , '"'A ADHESVESTO BE INS7ALLED AS PER _ , �1�11�1 I,", "j'r .- [� o�v,,�� , . "�!,,l �� ii - I ��Ili*_11�'l "'��A 31-01 ATTIC �A�Y�,�11_A"fi.."fl �1�1 1- ��I I �PRi,,V,!�,,�'iit, a L,"i . M 1302 AND M 1 303.APPLIANCE ACC ,'�.r�,��V.�,;4,1,�,�'� -fr � '111��4.11�`-, k, -,,�1, t',� ___� -1 - "I - I . ,� ,�-�r��,i - L�� Iv,". "l�',,',l . . . . !.:. , ,pTig( "?g"'m; V,zz � MANUFACTURERS SPE I . � ,f , " " :i� '45,i, "' _L_ . �A'. " �,,�,'�','!�,,�"� ��Iv�fI 91 I" 1, M "n '' N1 74,k��',��, k'.*112T,,11,07 "�!�'J�gl " � I "'�-�,,�,',� .,,,I, ,� " "' IS, ,5q, i`i� , -, 0,.rl"�","�"r A , �1� r �� I " , _,�,,�i,` V �k.14�,�,�',�`". �,!,,, �&' R�� ,,�, �11>1��111 � 1AR"'A 113. APPLIANCE LABELING AND INFORMATION TO BE SUBMITTED ARETO COMPL _%"�, ,"ill, 111114 I. *,_,, � , 31, 'j,r", , 1" , , .'0L:`,A , . ,44�", ,k 611� " , , ESS AND WORKING SPACES FOR INSPECTION,SERVICE, 0 i, " 1, ',�'� "r I , �11�I . . , " A . l Np��;�`i )J-,- r�'v.�T,,,T1-", 11 � r �1.�__ ' .A ! - ,I � 1. .�i,4, - , `i��,L�,� - �,�,,, � �, -.�,�,��,j, , 1. lrio� I ____ � � � BE IN ACCORDANCE WITH SECTION M 1 305 AND PARAGRAPH , , , - � - �� 0 ��"`iLli� il 16'-O' T-T 4'-T �.'*- 4 1 19�1&opo,l 11 I" :, llv,64, 1- � _41-311V � - 16'.9 - : -� .a ..- ; ". REPAIRAND REPLACEMENT ARETO -l ,,,- "' � -,,;- li � �,�7.,,',';'��:I I I"li4j� 'T,,$4��4 �',_' ....� ,,, ,, " 1� �i),k��" ,�, *.A --%. . .'. ': * * A YWITH SECTION M I 307.WOOD-FRAME �-��',',,k"k-� � ,�-,,�",!"l,`.C� 1- � , --j,-_ 7�li-_ , 1, ,,,1',j,,,,',,.,,�r ',-q �, � �,�w,�:a�,l .-��, 'j� ..",,",-", . .. � �, ,�li 7�v 7 I ,�,,li."l� I " �01 , _j,o,�j .� I "I - , �,3 "I-,�4 § , _ , , 1�,�' ,1 .", g,It"I"0�1 ` - It -1� 51-V A �� "" , " % �,� "s,,�!, g � ., ,3 _��',��,; _ � BLOCKING 2 _.,�, ,*��;fw.�-igl %*l�2 11�ll, �� , �� n , ,i�,,,�_ 11�, .1" , 201-Ul �11'I"-� ,,� ,� � � i,,,�� '., "�,,�, ,� , 20W 4W - ). I*_Q . 1402.2.APPLIANCE INSTALLATION IsTo COMPL i �,P� 11, , BAYS N . . _� -'11,I-11.1,,,,,.,r','r�"I" I k . , kt,Z�,j " , 111-4 ,,,4,�111;1:��,i� STRUCTURAL MEMBE ,`,T,,�,�s r,,,,,,'I "I"I", 'j� , , I- � Ili " " ", ,�, ,,:�yl ,�.,."��,,��i),��ll,��,.�'I'�,�"I -,"',§ "i ,�� 0�� X Ajq�i`hj�l�,'1�,�",:i " I � 1��?-r,h,.�,��way -RTI,I, h,i,�, ,'�,, - , , .11 1�,��-- ?'A " --0,1, - f�, , ,A -11 -1 , ,""'I 1�' i,�.�q ,.� , ''R -, 9, , - A t", ,,,�:� � 41 9 m '' - - , " I ,`l�, `,,��o ,,, ,""', % - I I ... 3 '"", , 11111�'11111 ' I i p � , , � , ,,�, , . " 1INK '� ,,,,� V. lq�� 2414r 4'-V 24- 6`41 1 ,,l - ,;� , _jf,`��`r �"'�"': iaig ,, � " ",�,��", ,I- 16 " , '�" g��g;,;�,�, ,,,, ,"I I "' ,N, " ,.""'�,��!� _,,-w,i',`� -0. .I,* . , " ____ -Y.11`1 1%71,`111i 11... �� '�i,�,'�,'��,,��.�,�'4��,,",�,'�� "'� Vw 11 11 I" t, ",�"�',��,,�",IIL,�d',��l", 11 1,11'. ,,, ',', ,1:6111..101 , ,a I �,_ , , ,"I, ;. i , �,,�,�`j"�,$,',,�`�',",'�',�` ,- - q ,,, , � 2 " , I I "I", "� 'i" f � �S 4AN"'?,"),""I� �",�,pl r .e ,. ; _ '' J� "T I I lll�', � � - ,��''"��,ff ,T"-'I ""'. , 11 r g�,,,i; r-,,,,,, , c,�,l k`,��-�qi'��"`? A'A 1"ItAo ,,,,,�, ,�,,; �,4,_',.. il��,", 1,��;� ; 5/8' OTHREADED ROD EMBEDDED 4 � " -, 5 " , "' I 1, "' ' c, , `� :�_,,�-,i,,,,l)"- " , � , `,ix:��,,,� ; ""I'll"1p,�L,;111�1.11'ill,�,; .71 1, 1_6 �2 4 " , I ,�'�,,�,.,,, r�p,,�;',,�� , "'. , I i" , ,' ' �t ' ' , , i ,� , vo, , ��', " ,r, -, I , , "" - . ,',�,",W 11 `4�',,�",n'P, �, 1.�* �,il-`Ipt - 1v ft`�iA, ", , ;1(I - �74� ,,��,j,,,� - .,,,f- Rj,-��,�, _�-�) , . "!�,�,��, .. A; .�,�,,,� i i A , N"'," 1 , RS ARETO BE TERED IN ACCORDANCEWITH � $Q`i,L,L� �'i,, � ,�4, .�� t" ()(' - , � .. - - � -4 � , rl:�,,,i."'41 � ,tt �,,�,,�"',?�,i�v, "I" �,� .A��, -, , w ,,,,,,,, ,, _ � --iA 'i, , f!" r , ., DRILLED,NOTCHED ORAL , "I , ____� — SECTION M 1 308. ol`�"-_,��'�'j'�I,; . � - ,, � � �7��,� %�'� ,,,- , � ,,"6 _ , . 1�1 :zi , NO - % � a. ,,,,,,,�� ,; ,� � �Ili"f"�� - � X , , Vi, �`, ___� 281-T -7 T-V ","', "I — 12 IIT INTO CONCRETE I - 6,,1�,KN"'?j,41IF",�dg ;�, '""OV "wal � , '� - '�" ;,',,':i"' , i111&j" i`V',V,d ' ' " , - , - �,�, i��--,`r"': , " :� `�,,- - , ,,fft, i , , , , - , ,� " ,.,� " ,A, ,� , , , Y;A�,,�, - 51-0" 28, OTHER SYSTEMS AND IS A"W,i*!�,,�!"`, , ��,.,�'-��",N��l��,'.",�,,,., `��g',�,��,,,', "I""', 11 4. CLOTHES DRYER EXHAUST SYSTEM ISTO BE INDEPENDENT OF ALL , ,.,,�' ,� , I 1'1';1fi'.N`� � �,,� `,�iR" `!�,'Vi"J�A""`��,� ,, , ,,��t, . 111'11'1�,,�',',�,,�,!,�,'-" 3: -.1,11 �'ItA,ff. �4s!`R�, " 1, -l""i", g ,,,, 'i:,�, "" Il �/ 0 , .91'. 1001, 'i, .r,,,i,�,V,�,� , 1411 �,.,�,4, vg �1%11 11 , "" I'� 1'1%("ie1 �,," " , �' ,,,,,,,,,; _-"r"�Ti� ,��,�. -" , , 1'7,4j- : " �W�!!','14.1 " , - - � 32W G-0- 3T-V 81-T SECOND FLOOR z A,,`:�04�, Ift, 11-12� '' ; �'.,,":I, ,r,� �' 'al", ii� - , -,"'rip, "I", x , � f : , 1 � � , '�'t, -4 , �l�4_�`,i, \X � f1l"', ��_, , Lu �� ", , ..l� ,I" ';;�.�' " I I I I .�. 5, , R 1"r ,�"T!` ,,�',-'-��if�.-,'i,,i',�; 1',,WX r,A, ,,, ' "'k' �" , �,,�',", � To MEETTHE REQUIREMENTS IN SECTION M 150 1. i-I ';�'�,,,;�',�` -mir , �,.�,� T ,;,,�. " �,� - , , " . � ! I ., 11%1" ""i IRV - � I- , -,�,vu,"p,' - "I 11 '��' g - ��l,'�,',,, ,, 'if ,,, � ,� �� -, ,��1111 , - , �_ - -, -s4t�y 6-v l; k � � �, "i it R11`1,1�1 `,1,;i'%.'1'1. , .�,�. . bp,,;�,,,� - ' ', 1 ,7'�! �- _ ,K��""" � ",�, F ,� I ,,� . ,,� _�,, `t"1_Wl17'11'x'1�,1_1x11 �l.'�I'l�,�lli�11,41,�'.11�"'Al�"" : � - 11", 011111110�11 ljl,',�V�17, :,N� .11 I- 7_.��:, 36'-T 74r 36'-O' 91-O! - S�', m,� I�P , ,7 ,� ". , * IT'.. I-11i, " - , , ''� , ,, 13_,�,,��,` , ., ,� � a �`I`Q,`,�-.',�l 11`V�1�1� a I , "',ki', " I ,�,, , '�9_11� - , " , �,�, , 4�al�,',�,,,`.,� %0". qd,; I l,i " "',� � -4 t""'.,:�4��,",i". -RBULATED SPLICE LENGTHS ASSUMETOP PLATE-TO-70P PLATE . ,� "I. a ,;",,,�- m� 4 �,��,,',��,l, _,� . "i ,-,", ��i_ 4 ?il',,, ,� , ,,�r�� t'1,�$�,�', , � _, _,,;'1r,, .i, � " ,i`,� , ` ",.,_ .""g�, , ii�,,�',��"'_,g�� ;.4,1- �, ,,,,r ,��i� � �"". � 'I't"'i,,,,V il - _� l, __ I I , "�1it"i;4-,� I I �111 1717-_ h,'t��%�i ii,`%2��",� , """, I ,�7 1 , - 111, 11�3 t l f,1%, N"", t " 'Iw��Ii,'�` A'h�4 HOLD DOWN DETAIL 0"""0,44 " i "') , - ,, 4 _ '*"" , "i�"" ' 14111� t'Ll",,, " _�,,�, ,,,,, 'r.� �';'Ir?,�z`4�.,fi�' ', -I 6d NAILS PER FO(:F�FOR SHORTER SPLICE !;�,`lfr;�,�,,,,`�.,I' '�'li'�".�, It",� , _ ,I ,i__ ��.,li,,�,",,,,�j - , "I '11"�,',"��4!fb_Y - Ifil _ , ��..',��,��:'��'-,�"-."?,�;�,,��,�,, 81-V 49-9' 111-v BLOCKING �;, � 'i ""10. `,`� ��,,.�,.JliL, 1, �',�,�F',�.�,�,� llii�i l�, , , � nx,�i�'j - �'ll�,�,,�'I'll��i�,,�.'�111.11�","il�,�yI �1�,_ �, , , , " 't, - S ,;i,. � � � I I 1� , . '1�, � , .,� - "L , $ CONNECnONS USING 2 WIM,llll�'4,`" ;p � "'r, .�,� :,,�,,�,�'�,��,,��,;,��.�i��.,,,, __ �� 'y ,,,� � , 2 , i 2 BAYS .� �gyl,, , TNl,11,, o,1,111',V`,� ,,, ,$4�',�"i"'.""'li '4��', 40'-O' i;'f�-*,.--,"yp�, 11,� �'�jg , , _�i; ,, ,-V �,� -�,- ,%' , W11$IwAl'. gp� 11 BACK @ 4'-O'O.C. SCALE:N.TS, , I", .Rj� "' " ��,,'.�v',',,,,,,,, `,�e, ,,_,� , ,�A�, _� �,��,,,,l� I 11 ,�- "',", t�,,:,,,,,',`�,�' ' 'I "I . 1, " .... 1111<141`1�1:,, ' � � - ......I 'I',-"'111l*�11�1�11'111,1-1,,":��,.:"L'L, I,` :'� 4i- " - �1 lu'�,N �� -p ,,�,,�,'��,,,itp,,.,�,,"k,.r�,� �'i�§',','�141�iilM, 1, :L"i,"; �i,�,�,, "',"'z" PRONIDE AN EQUIVALENT NUMBER OF NAILS 101-01 50'-T IT-V — , , kl�-'��)','f`t"",4 '� 'i, , " '. �,,,,��,�,,` -A ��*,,�, �,,-q",�,!,',i�:,,,��it�',',',"�,",,', �,��i,,",,',,�,;,o�,��,�",,','��,',�� I _1*1k , � , LE,.IGTKTHE NAIL SPACI lil,I ..." .11-.1.11 , L , I ,� 44, 'i , I ,1� , , l v � i � ,, _ _2%E;t,�� 11 " _ - ;;;; � , . � I 1- r �� I I " ' '� . I ,,,,�:,; �M,_!`_L ,q 11�""' , 77,i li-1 ,�- �� , . -r'. -- � " , 2 , 5'. �'i 501-T , - gs,!� r .".,� ,'.�,j�",7", , I I� � - - . �t w 1'vilj 1"", , .( ilg�,� "" , Ap ,1 Rf 1� " , , " " A" �,h, "'��? � * k , ,_&,&i,,, �' NG SHALL BE REDUCED IN ORDERTO .I � �* S�k; ,iAW,W�i ,I �,,,,,��., i,. �,.�, � , 'ikK ,i� ,�" , ., ,� ,�� I I - - ' ,�__ `� I - ,�,�� 1�,,�r.4,lti,,'�?,%� _ ��,,` �1";'�'A� '�, �, "I�� - , , I'lil-Ir't 1.111111 . I g� ' ,- ' etits Tor� I � I ,,�,�.I,,�, � - '. . � '7� ", � __,"', , -;�., . :0111� 14 , _ 'l ,�," ,,, -, ,,il"'," i�,`�:!�'__._. I � ",�, ,�'i ',�,��,'��,i�'V,� � 1,1, 1r, I � ;1�tt`lfm_1�5,i"L"�� I ", ��" ,,,A�11��,,:X,gg%', ;��',��,',,,",,�t��tT�L��"r��, �� 4��"":","',�,�."'� �i "r I , t ,� �, `!$CM , " -"'r' i ..�l � , I", � "�` ,,, �, _' , I � . ......� � _pV'mK � � , "%=:zXi7 Ai - , �1111)-"��,J'111 b , - 60'-T IT-V 60'-T , , , ,. ,,, I Z, ,,,,, -"", , " _%�, � I -""p� �I ,,,-:�J'I',, , - , I ,- p i" �%�-,Y , ", �P`,"',�',l:'': I �`,,� %noloOn"j- lined lonftl A f , �`1c,112 "W1,, , I EXPOSUER B , " `lf,,�*"pl#.i�, L,.:* - - , �,,�, -,,,,,� � 2,1 't," , , , - ,"' " I I , l! .,��""":7"-,��,��"-""�l,�,,�,,��:��-,��,�'fi�� -,-,"',�,"'i",,!":-",�,",-"'I'll i 1�' ", R, -, '� I - I ,� �f,;-,�,.;i,�i I ,Tc � , �, " �i��v , R , ,,, q ""�11111`1,r� il,'_*�,� ,�i�, - — ,'i�,,,,' �',",",jkjj - � -i,00��;l,�,k ..l,., "" , 1`11`1� ;,4, �, � �� ' ' 2TABULATED SPLICE LENGTHS ASSUME A BUILDING LOC9ED IN r " � ,��, - I , '" � , ,., ��k,o -,�,-,,,�� 16'-T d'i�f-*06t1tr0,,, i,� I , 1,11111 � i :��,,,�."I � 1, ".11111- 1 I � " t �, _�, ir�;"o yt� , I",! ,1�,�: _,,�'! ,�%�,�� L '4,1"JR,i,11 11,11 �, 16 0 � I'm ." lr 0 ""� ��". 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" , _ , " , � , � I , � f,i � , , I I OCT. 12TH, 2015 1 15199 E.T.A T3 � ___ - - - - I I I - � . � . � STORM WATER CALCULATIONS Q = CIA REQUIREMENTSTO IDENTIFYTHE USE OFTRUSSTYPE CONSTRUCTION where;C= COEFFICIENT OF ABSORPTION (1.0) I = INTENSITY OF RAINFALL(FT./HR.) (0.25) PRE-ENGINEERED WOOD CONSTRUCTION AND/ORTIMBER CONSTRUCTION A=AREA OF RAINFALL (S.F) ` Q = QUANTITY OF RAINFALL (CU.FT./HR) \ \ \ SECTION 1265.4 SIGN OR SYMBOL \ (A)EACH NEW RFSIDENTIALSTRUCTUREAND EACHADDI110NTO OR REHABILRATION OFAN EXISTING RESIDENTAIL ROOF AREAS STRUCTURETHAT UTIL17E.STRUSSTYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/ORTIMBER \ \ CONSTRUCTION SHALL BE IDENTIFIED BYA SIGN OR SYMBOL IN ACCORDANCE WITHTHE PROVISIONS OFTHIS PART. AREA A=24'X40' =960 SF (B)THE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BEAFFIXEDTOTHE ELECTRIC BOXATTACHED70THE AREA B= 15.5'X39.6' = 614 SF ` EXTERIOR OFTHE RESIDENTIAL STRUCTURE;PROVIDED HOWEVERTHAT: AREA C= 35'X24' =840 SF O \ (1)IFAFFIXINGTHE SIGN OR SYMBOLTHETHE ELECTRIC BOXWOULD OBSCURE ANY METER ONTHE ELECTRIC BOX, OR IFTHE UTILITY PROVIDING ELECTRIC SERVICETOT HE RESIDENTIAL STRUCTURE DOES NOT ALLOWTHE SIGN OR TOTAL AREA=2,414 SF Z ul, SYMBOLTO BEAFFMDTOTHE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXEDTOTHE EXTERIORWALL OF i THE RESIDENTIAL STRUCTURE ATA POINT IMMEDIATELY ADJACENTTOTH E ELECTRIC BOXAND THUS, Q = (I.0) (0,25) (2,4 14) =603.5 CU,FT \ i (2)IF NO ELECTRIC BOX IS ATTACHEDTHE EXTERIOR OFTHE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OFTHE QUANTITY OF RAINFALL= 604 CU.FT. I I �-T: AUTHORTTY HAMNGJURISDICTI ON,THE ELECTRIC BOX ATTACH ED TO THE EXTERIOR OFTHE BUILDING IS NOT LOCATED IN O A PLACE LIKELYTO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO A FIRE OR OTHER O EMERGENCY AT THE RESIDENTIAL STRUCTU RE,TH E SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BE AFFIXED TOTHE FORA 6 FT.DIA.X4 FT.DEEP DRYWELL, \ EXTERIOR OFTHERESIDENTIAL STRUCTUREINALOCATIONAPPROVEDTHEAUTHORTTYHAVING JURISDICTIONASA AREA OF DRYWELL=3.14 X(3)(3) = 28.26 S.F. LOCATION LIKELYTO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO AFIRE OR OTHER VOLUME PER DRYWELL = 28.26 X 4 = 1 13.04.00 CU,FT. EMERGENCY ATTHE RESIDENTIAL STRUCTURE. \ (C)THE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL BE AFFIXED PRIORTOTHE ISSUANCE OFA CERTIFICATE OF THUS, OCCUPANCY ORA CERTIFICATE OF COMPLIANCE.THEAUTHORTTY HAVCNGJURISDICTION SHALL NOT ISSUEA CERTIFICATE USE(6) 6 FT.DIA.X 4 FT.DEEP SINGLE RING DRYWELL& \ OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTILTHE SIGN OR SYMBOL REQUIRED BYTHIS PART SHALL HAVE BEEN AFFIXED. TOTAL VOLUME OF DRYWELLS = (6)1 13.04+50.24= 678 CU,FT.> 604 CU.FT \ (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAININGTHE SIGN OR SYMBOL REQUIRED BYTHIS PART AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOLTHAT IS AFRXEDTO AN ELECTRIC BOX WHEN ANY CHANGE OR MODIFICATION IS MADETO SUCH ELECTRIC BOX THE PROPERTY OWNER SHALL PROMPTLY REPLACETHE v� \ SIGN OR SYMBOL REQUIRED BYTHIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, CAST I RON ' o WORN OR OTHERWISE LESS CONSPICUOUSTO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTHEA ARE COVER& FRAME Qt�a OR OTHER EMERGENCYATTHE RESIDENTIAL STRUCTURE THE PROPERTY'OWNER SHALL KEEPTHEAREA INTHEVICINITY OFTHE SIGN OR SYMBOL REQUIRED BYTHIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTIONTHAT MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOLTO BE LESS CONSPICUOUS 8" REI N F. 5"LEA ER TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDINGTO AFIRE OR OTHER EMERGENCY ATTHE RESIDENTIAL STRUCTURE TRAFFIC GRADEp RYPFORA ) \ �` 00 (E)THE SIGN OR SYMBOL INDICATING OFTRUSSTYPE CONSTRUCTION,PRE-ENGINEEREDWOOD CONSTRUCT10N AND/ORTIMBER BEARING 0' S' CONSTRUCTION SHALL COMPUWTTHTHE REQUIREMENTS OFTHIS SUBDIVISION,(I)THE SIGN OR SYMBOL SHALL CONSIST 10.01 RNG I0, � • 1• tr: SLAB TO W� I IQOA \ OFA CIRCLE SIX INCHES(I52.4mm)IN DEAMETERWITHA STROKEWIDTH OF 1/2 INCH(I2.7mm).THE BACKGROUND CARRY Eo O a 21_011 / 1____ /D a= OFTHE SIGNOR SYMBOL SHALL BE REFLECIIVEWHITE IN COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED H2O LOAD = o o d M - `+' �6"PVC PIP 6�PVC PIP NEW 2 STOREY �� IN COLOR,CONFORMINGTO PANTONE MATCHING SYSTEM(PMS)#187, D \ \ \ (2)THE SIGNOR SYMBOL SHALL BE OF STURDY,NON-FADING WEATHER RESISTANT MATERIAL PROVIDED,HOWEVER Q 6 PVC PIPE W/ROOF DECK THAT SIGNOR SYMBOL APPLIED DIRECTLYTO A DOOR OR SIDELIGHT MAYBE A PERNAMENT NON FADING STICKER co O p Oo I RING o I ` FRAME DWELLING O a D ° Cp 2'-0"WIDE CRUSHED �'>\ # 645 \ T OR DECAL ri [I Gi0 STONE FILL ENTIRE (3)THESIGN ORSYMBOL SHALL CONTAIN ANALPHABETIC CONSTRUCTIONTYPEDESIGNATTONTOINDICATETHE a0 zz CONSTRUC11ONTYPE OFTHE RESIDENTIAL STRUCTURE AS FOLLOWS: PERIMETER FOR FULL I RING/D 1 �-J 0' \ \ �� @ IFTHE RESIDENTIAL STRUCTURE IS SUBJECTTOTHE PROVISIONS OFTHE RCNYS,THE CONSTRUCTION TYPE u� SEE CALC. BELO HEIGHT OF POOL _ �°�� DESIGNATION SHALL BE"V"AND N U \ \ \ (ii)IFTHE RESIDENTIAL STRUCTURE IS SUBJECTTOTHE PROVISIONS OFTHE BCNYS,THE CONSTRUCTIONTYPE CONC. FOOTING PRECAST CONCRETE 6"PVC PIPE 5"LEADER DESIGNAT10NSHALL BE"I","II","III","M,OR"V"TOINDICATETHECONSTRUCTION CLASSIFICATION OFTHE �— GROUND WATER STORM DRAINAGE (TYR FOR ALL) � � s STRUCTURE UNDER SECTION 602 OFTHE BCNYS. SECTIONS 6"PVC PIPE �\ B \ O (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATIONTO INDICATETHE LOCATIONS(S) DRAINAGE POOL DETAIL @ LAWN \ CONTAININGTRUSSTYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/ORTIMBER CONSTRUCTION PATIO 5"LEADE N-� STRUCTURAL COMPONENTS AS FOLLOWS: SCALE 1/4"=l'-0" NOTE: MAINTAIN PIPE PITCH (TYR FORALL) \ 3 J'` \ (i)'F SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; @ 1/8"TO V-0"MIN. " \ \55� 0 (i?"R"SHALL MEAN ROOF FRAMING;AND 25'X 60' 6PVC PIPE 10 5• \ m "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING, (5)THE CONSTRUCTTONTYPE DESIGNATION SHALL BE PLACED ATTHE 12 O'CLOCK POSITION OFTHE SIGN INGROUND POOL \5 5, \ OR SYMBOL,OVERT HE LOCATION DESIGNATION,WHICH SHALL BE PLACED ATTHE SIX O'CLOCK POSITION OFTHE 5"LEADE SIGN OR SYMBOL (TYR FOR ALL) � 3 CAR GAR \ VB I RINGS C FR v � ROOFAND FLOOR BUILDING INSPECTORWILLVERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 5"LEADER /D \; (TYR FOR ALL) Z I RING` O \O G' � O \ /D� \� \ _z/_ � ` zz 1 RING �O�'Lai \ � b TENNIS \ `\ \ r COURT \ C � \ �o, ` 4, � OT N \ \ ZONING INFORMATION LOT......................133 \ BLOCK.................2 \ SECT.....................30 ` ZONE:...,....R:80 �,o P \ O PLOT PLAN �� ,e• ID) SCALE: 1"=20'-0" . ALL INFORMATION ON THIS ARCHITECTURAL PLOT PLAN OBTAINED FROM S ��5 NOTE. SURVEY PREPARED BY: DAVID H.FOX LS,PC.NY.S.L.S.#50234 • `•"• FOX LAND SURVEYING (� \ 64 SUNSET AVENUE WESTHAMPTON BEACH,N.Y. 11978 10/14/15 \ ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, E. MARIAN, NEW YORK TEHN DESIGN GROUP, LLC. O\5�EREp 1419 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 Qty �\SL N.k l 0 * 2 m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS Lu � DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. DATE. PROJECT#: DRAWN BY: DWG: � �465 OCT. 12TH, 2015 15199 E.T.A T4 4'X4' SKYLIGHT _TOP OF PEAK 31'-9" +/-ABOVE GRADE 3 PLY RUBBER ROOFING CUSTOM BENT ALUM MEMBRANE OVER CUS,TOM 48"HIGH PERIMETER WALL FASCIA(COLOR BLK.) 5/8"PLYWOOD DECK METAL SCREEN 6 � --- L I N 1 cv t'- - - _ — _ - - � C tV r FIXED FIXED FIXED FIXED FIXED FIXED / \ / c \ O CV) / FIXED 00 FIXED \ / FIXED FIXED \ EGRESS o EGRESS EGRESS EGRESS e a 1 e: o 1AV- 2V 1 N 04 CV C T 0 1 r ZDRYVIT1 METAL PANELS 00 ( WNERTO SELECT) FIXED FIXED FIXED LO FIXED 7FIXED FIXED �Q co 00 60 DRYER / \ / \ 45 36"HIGH GUARD VENT oo = IRAILW/BALUSTERS ® CULTURED STONE M @ 4"O.C.SEE SHT I NOTE 39 EX.GRADE (TYP FOR ALL) pq PROVIDE 8"H BRASS I I o — I o o Z I I I I I I I I I I STAND-OFF NUMBERS I - - � - - - - - - - - - - - - - - - - I - -- - - - - - - - I—� - - - - - - - - - - 1 - - - - - - - - - - 1L - - - - - - - - - - L M ------=___________ ___ -------- - - - - - - - - - - - - - - - -� _ - - - - - - - - - - _ - _ - - - - - - - - - -� - � - - - - - - - - - -i- -i- - - - - - - - - - � � � _ _ _ _ _ _ _ _ _ � I- - -r P CONC. — — — UEPSTO BE I- - - ILT I F- - - J FRONT ELEVATION I SCALE: 1/4'"=P-0" — I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'X4' - u - - � SKYLIGHT 12 TOP OF PEAK 31'-9" +/-ABOVE GRADE GENERAL NOTES PROVIDE 1'_p" I 50 GAL I.The A.I.A.General Conditions for Construction (A.I.A.Doc.A201) are hereby made an I I DRYWELL O.H. �' ' administrative part of these drawings,as if herein written in full. L — CUSTOM BENTALUM 2.Written dimensions shall have precedence over scaled dimensions. FASCIA(COLORBLK.) 48" HIGH PERIMETERWALL 3.Larger scale details shall have precedence over smaller scale drawings. It is the intentions of tfaa drawings to provide for a complete job in all respects and no extras will be allowed for materials and 3 PLY RUBBER ROOFING or labor required to complete the work,as indicated. --I — — © M MEMBRANE OVER 4.Prior to the start of construction,the contractor shall inspect the site and verify all dimensions and _ 2 5/8"PLYWOOD DECK conditions. Contractor shall be responsible for notifying the person or office responsible for these plans regarding any discrepancies or variations between noted dimensions and field conditions. No — — — — — — — — — — — –� credits or extras will be allowed for discrepancies up to 2'0" in any measurement. 5.All work shall be in accordance with the Residential Code of Newyork State ,Newyork State Energy Code and any local codes,ordinances,rules and regulations having jurisdiction. Contractor 1 shall arrange for all necessary permits and inspections including the Certificate of Occupancy. 6.Contractor shall be responsible for adequately bracing and protecting all work during construction DRV IT/METAL PANELS CH, against damage,breakage,collapse,distortion and misalignment according to applicable codes, (O NERTO SELECT) standards and good practice. 7.Contractor shall disconnect,cap and re-route any existing water,sanitary or utility lines in area of q new foundation and shall use hand excavation in areas of suspected underground utilities and co services. If any lines are broken or damaged,the contractor will repair and replace the same at his own expense and arrange for proper inspection of his work. 8.The installation of all products and materials shall meet all local fire department's requirements 1 and regulations, proof of which shall be furnished to the fire marshal prior to the installation of such materials and products. 9. Provide all blocking and supports as required for framing of new and existing areas. Install and remove (after completion) all temporary supports,headers,and dust screens to adequately sustain all loads and protect existing work from damage of any kind,including dust. 10. Flash,caulk,and seal all junctions of new roofs,walls and penetrations,to form a watertight 3'-0" assembly. All flashing is to be 16 ounce copper sheeting unless noted otherwise,and extend at least 8" above intersecting surfaces. RYVIT/METAL PANELS 11.All electrical work shall conform to rules and regulations of the National Electric Code and NY (OWNERTO SELE State Board of Fire Underwriters. The final certificate of approval must be presented to the owner priorto final payment 12.All structural lumber shall be hem-fir#2 grade or equal having a minimum stress of Fb 1100 psi E 1.5 x 10.6 unless noted otherwise. There should be double framing around all floor,ceiling, and roof openings. 00 Q z 13.All footings,piers,pilasters,etc.shall have a minimum stress of 3500 psi at 28 days and shall CULTURED STONE t'' rest on undisturbed soil having a minimum bearing capacity of 2000 pounds per square foot. 14. Provide access and ventilate all enclosed crawl and attic spaces as per code (measured in total EX.GRADE free area). 0 15.The entire premises,inside and out,shall be cleaned of all debris and excess materials,to the 36"HIGH GUARD I I I satisfaction of the owner,including labels and protective coatings on all materials. RAIL W/BALUSTERS 16.Request for final payment must be accompanied with a waiver of liens,signed by all M � 0 4"O.C.SEE I I I SHT I NOTE 39 I I I I sub-contractors and material suppliers,in addition to the general contractor. — — — — — — — — —I (TYRFOR ALL) I I ( I 17.All items of work identified on the drawings by name,note or material designation are new, I I unless otherwise noted. 10/14/15 ISSUED FOR PERMIT E.A. SIDE ELEVATION I I I I I 18.All new materials and installations shall be in accordance with manufacturer's latest printed SCALE: 1/4'"=P-0" I I I specifications and with all code requirements. # DATE REVISION DESCRIPTION BY: 19.All work shall be performed in accordance with the best standard trade practices. All trades shall PCONC. I I I ( cooperate to facilitate job scheduling and completion. PROJECT NEW RESIDENCE STEPSTO BE I ( I 20. Proprietary names identi In items of work are used to designate the standard of construction. - I I BUILT I p �' �' g g 645 GOLFVIEW COURT, I I Items of equal quality may be submitted for review and approval. E. MARIAN, NEW YORK —1 21.Contractor shall be responsible for all damage to adjoining remaining areas as a result of his P g J g g — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — work and shall repair any damaged surfaces to their pre-existing conditions or as may be required to T!---------- -�4T� TEHNDESIGN GROUP, LLC. - - - - - - - - - - - - - - - - - - - - - - II complete the entire scope of work 1 ` 22.Indications of work to be removed are general only,and are not intended to show all items that �O�SVERN -4 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 may require removal. Such items shall be removed,relocated,and/or reinstalled as required for Q� P� 1F, y�� 1 installation of new work * U IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS PROVIDE 23.Landscaping to be removed and relocated as required by the new work shall be hand excavated DRAWING UNLESS AUTHORIZED BY A LICENSED ARCHITECT. DRYWELL L — ___J65 9 " DATE: PROJECT#: DRAWN BY: DWG- OCT. Al CT. 12TH, 2015 15199 E.T.A 4'X4' SKYLIGHT TOP OF PEAK 31'-9" +/-ABOVE GRADE PROVIDE CONT. FLASHING(TYP.) 3 PLY RUBBER ROOFING 48"HIGH PERIMETERWALL MEMBRANE OVER CUSTOM BENT ALUM 3 PLY RUBBER ROOFING 5/8" PLYWOOD DECK FASCIA(COLOR;BLK) MEMBRANE OVER 5/8"PLYWOOD DECK Ic AV 0 3 PLY RUBBER ROOFING CN MEMBRANE OVER — — — — — — — — 5/8" PLYWOOD DECK SKYLI XGHTT A w- t 4 r CULTURED �y STONE `– ZDRW /METAL PANELS (OW ERTO SELECT) 7 (OWNER TO SELECT) _ 0 T 36"HIG CUSTO ao II MADE ILING Jill c o Q N N AV WALL CULTURED STONE SCONCE TYR _ c7 (V 0) CULTURED STONE T-6"DIA.STL RAILW/BALUSTERS `IGH GUARDIRS GARAGE CULTURED STONE Q 4"O.C.SEEM ROOFTERRACE rf SHT. I NOTE 39 (TYR FOR ALL) IL EX.GRADE 0 —I - - - - -J - - - - --� I L - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - -1- - - – – – – – – – – – – – – – – – – – – – – – – – – – STEPS TO BE — --� E3UILT I L L - - -{ REAR ELEVATION — _ I SCALE: 1/4"=I'-0" 4'X4' / \ 2 12 SKYLIGHT I I PROVIDE TOP OF PEAK 50 GAL. 3 I'-9" +/-ABOVE GRADE DRYWELL L 1'-0" 1'-6" O.H. O.H. CUSTOM BENTALUM 48" HIGH PERIMETER WALL FASCIA(COLOR:BLK.) PROVIDE CONT 5„ 3 PLY RUBBER ROOFING iv FLASHING(TYR) _ MEMBRANE OVER M 2 12 5/8" PLYWOOD DECK 1'-6" 1'-6" CH. 1'-6" AV a . O.H. O.H. RYVIT/METAL PAN LS ti _ (OWNERTO SELECT) ti o0) 017 00 36" HIGH CUSTOM MADE ILING 0 0 N N N r to i CULTURED DRYVIT/METAL PANELS Lo 0) STONE Z (OWNERI 0 SELECT) a 1 7 coAV 7'-'"D"&-'TL '-6"DIA.STL WINDING STAIRS UPTO GARAGE _ ROOFTERRACE EX.GRADE itFl I 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 1 — - - - - � PROJECT: NEW RESIDENCE I I 645 GOLFVIEW COURT, E. MARIAN, NEW YORK I I SIDE ELEVATION SCALE: 1/41'-0' TEHN DESIGN GROUP, LLC. RED qR N K Cy 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 TFti I * � IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS — — — — DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. - - - - - - - - - - - - - - - - - - - - T —- - - - - - - - - - - - - - - - - - - - r L DATE: PROJECT#: DRAWN BY: 9465 215 E.TA OCT.CT. 12TH, 2015199 24T-01' 41-011 JI 1 0" 221-411 II 31-6" 11 • (TYP.) 4 AA o 351-011 391-61T H.D. -1 2618 2.618 H.D. 21-8y' 1_4 11 01 I I1 1_411 21_ 11 21-911 14R UP Y \ 811 331-811 11 I \ 4,_ 11 12"P.C.CEL R r � 13Y-6" STEPS WALL T 6" DIA.STL.LOLLY COL, _ I ' \ ON 30"X30"X36"DEEP 10"X20" P.C.FOOTING P.C.FTG. "' p L 1 _ XX I ■ o N - FND.WALL I 2668 FD PROVIDE (TMP) �11 50 GAL ' DRYWELL DROP FND, cQ GARAGE DOOR - _ = - - - _ - - - - - - W12X40W/TOP PLT - - - - - OPENINGS 12'.SLOPE SLAB ` ' ;: 1 _ _ TO OPENINGS (TYP.) 1 131-1 UNFINISHED cc CELLAR 11 SLAB ON GRADE I 1 PROVIDE I I U NEW REINF.4"P.C.SLAB 11 P.C.BASE FOR O ON GRADE W/66-1010 WWM w NEW REINF.4 P.C.SLAB (3500 psi) �.. :::'';;.'': ..'. . `; .''.. :''':. f= = I f.•' �;'..�'....• s.' .'::.: GAS FIREPLACE/ I ^ N OVER 6 MILVAP.BARRIER ON GRADE W/66-10 10 WWM PROVIDE 6"CMU BLOCK AS PER MANUFACTURERS OVER 4 GRAVEL(TYP.) 26 18 V) OVER 6 MILVAP.BARRIER VI6"DIA.STL.LOLLY COL :: :.:. SPECIFICATIONS — - TO CREATE 36" DEEP r1 WINDOW WELLS (TYP.) OVER 4"GRAVEL(TYP.) I PROVIDE 5/8 TYPE"X" _ ON 3b"X36"X24" DEEP -.�.:�:•:-.• :.�:�.�� P.C.FOOTING _ = SHEET 1 CEILING AREA 00 _ 6" DI STL LOLLY COL. I. 2 3 ON 3 "X30"X24" DEEP - :: AA AA P.C.FOOTING 611 I 11 3Y-OT' �zj _ DIRECT H. . - BCI .E I VENT 2)13/4'X 11 7/8" LVL W/ TL.FLITCH PLT. 6 / 14 UP 3/4 HR.FPS.0 1 3068 HW DOOR m - / In - I - PROVIDE 5/8"ANCHOR BOLTS _ I —1 11 I � O • � 2618 Ln 1 I FT.FROM EACH CORNER 1 F PROVIDE 2 RIGID = N sD Fl� &32"O.C.SEETABLE 3.2A SHT.T2 I I I I PERIMETER w • RATED E PROVIDE(2')2'X6"SILL PLATE I I I I INSULATION R 10 I p - O sD WALL &TERMITE SHIELD AND FOAM I I I SLAB ON GRADE 24"HORIZ.&24" 0° Q o NEV'v REIN P.C.SLAB(3500 psi) VERT. I = SEAL SILL. T(_Y� — — — — — — — — � _ ON GRADE W/66-1010 WWM ° cc ° OVER 6 MILVAP.BARRIER uu-- 6"DIA.STL.LOLLY COL 0 � H. ,. � _ _ _ _ OVER 4 GRAVEL(TYP.) I m ON 24''X241'X 12"DEEP VENT — — — PC.FOOTING I I *PRE-TREAT SLAB FORTERMITE PROTECTION 1 3/4"XI 1 7/8"LV W/ I"STL FLITCH P+, i— 1.41 I OOCFM o BC Ln (U = I 11 $„ 34v-211 - I 39T-011 1 L0 _ 1- 11 II - '-6" I 1300 AMP 1 MARBLE i 01 '� SADDLE 068 0/F/j/W7 7 11A 1A V11'011 ELECT.PANEL ; _ — — — lo H. F A 14 F — — H.D. 2 I I 3 4 FOUNDATION/CELLAR PLAN +- -I- —4 +- --41- 11 " IAA 1. 11 10" ol SCALE: 1/4"'=1'-0" — — - I . 411 91-1011 91-1111 91-1111 / if 11 n 1 11 n 1 1t " 1 11 " 9T-311 1, 8 - - 1 11 41231-611 e- 981-611 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psi HEADERS PROJECT: NEW RESIDENCE 645 GOLFVIEW COURT, LEVEL LIVE DEAD TOTAL SPAN HEADER E. MARIAN, NEW YORK LOAD LOAD LOAD ROOF 45 10 55 .1 3-6 2X4 TEHN DESIGN GROUP, LLC. 1 ATTIC 20 10 30 5'-0" 2 X 6 \S�SIRED'q 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 2ND FLOOR 30 10 40 6'-6" 2 X 8 ��EL N.k IST FLOOR 40 10 50 8'-0" 2x 10 * �P �y2 m IT ISA VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS sa q n DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. NOTE:Headers to consist of(2)2x members with (1) 1/2" a plywood spacer in 4"walls,(3) 2x members with (2) 1/2° DATE: PROJECT#: DRAWN B g 5 CT. 12TH, 2015 15199 E.T.A Y: DWG: plywood spacers in 6"walls 9 4 A3 N �P� NOTE .ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PER MANUFACTURERS SPECS.&INFO,SHALL BE KEPT ON JOB SITE ATALLTIMES. 2,RREPLACETO BE INSTALLED AS PER FACTORY MANUFACTURER INSTRUCTIONS AND R.-1004,R-1002. 3.PROVIDETIGHT FITTING DOORS AS PER 110 101.3. 4.ALL OPEN STAIRS OVER 30"TO COMPLY WITH 4 SECTION R 316. 5.ANDERSON COASTALWINDOWSAND SLIDING DOORS AA WITH DP 30 OR MORE ARE RECOMMENDED.IF WINDOWS 39Y-611 241-011 OTHERTHAN THAT RECOMMENDED ARE INSTALLED,ALL SUCH WINDOWS AND SLIDING DOORSTO HAVE STORM sn r_ „ „ SHUTTERSTHAT MEETTHE DESIGN REQ'MENTS,AND AND RESISTWIND LOADS SPECIFIED INTABLE R301,2(2). H.D. VENT D' 6,H.D.HOLD DOWNS (FYP.) 7.DBL FLOOR JOISTS UNDER ALL WALLS NOT DIRECTLY BEARING ON FND.WALLS,PROVIDE FULL DEPTHD 14R DBL PANT BLOCKING WALLS WHERE REQ'D.PROVIDE BRIDGINGOVEN KRKEF @8'-0"O.0SfO.W/HOOD Zo - ' KITCHEN _ 00 P 22 '- " 7'-6"DIA.STL TILE 161-411 9'-411 ,_ , _ I WINDING STAIRS RADIANT HEAT 21-911 UPTO GARAGE 611 341-011 ° I ROOFTERRACE I D' SINU I `O o ° H.D H.D. H.D. H.D. 3 13/4"XII I/4"LVL HDR H.D. p _ — J F �'' b (3)13/4"X 11 1/4'LVL HDR ( ) H.D. 1 0 e " \ \ 16'X 7' OHGD \ 9'X T OHGD — — — IS — — — — — - 36 HIGH GUARD � N ISLAND n C� N `0\ / RAILW/BALUSTERS / I ,_ „ 1 o C.SEE N —I -7 F- I— FD S�HT IONOTE 39 I (IYP,FOR ALL) — O \ \ \ / 12 X 40 W/TOP PLT. N / ,� I I X I _ 1� - - - - - - - - - - - - - - - - - - - / \ I 20v-911 Ilk00 PATIO o 4 _ _ r „ PAVERS „ „ „ 2 / \ - 'W 14 X 30 W/TOP PLATE BETTER HDR(DROPPED)\ '� W 14 X 'GV/TOP PLATE BETTER HDR(DRPED) F o X 0 - - - - - - - - - - - I I CuLT RE STONE o M L FI P C 2 N `n p Ln - 3 CAR GARAGE 6"DIA.STL LOLLY COL .. : DINING AREA _ _ oe!L ` � `V TILE -' 11 ON 36"X36"X24" DEEP 0 4" PC.SLAB ON GRADE P.C.FOOTING 171-211 RADIANT HEAT o I X �" 3 f „ _ N ,_ , ,_ „ AMC 3 1/2”DIA.S7 L H.D. POST CrYP.) o I _ (2�1 3/4"X 11 7/8" LVL W/3/4"STL, ,') U 8070 bifold 8070 bifold PLT(FLUSH) tc O H.D. - iv U 2668 _ (3)1 3/4"XII 1/4"LVL HDR U� PROVIDE 3/4 HR SELF - cU " v " CL CLOSING MTL DOOR MARBLE VENT DIRECTLY , PROVIDE 5/8 1 ,PE X (NP) M SADDL TO EXTERIOR 16 I - o SHEET ROCK ON WALLS , LIVING ROOM Is � u &CEILING ARE4 W!HABITABLE SPACE ADJOINING OR ABOVE — — — O _ wl TILE I= . (2)2'X8 (2) <8 „ ---1 RADIANT HEAT 0 00 �� STAIRS RAILING,SPINDLES, to `V Fz co w _, Q &NEVEL POSTS AS �� N�- �� CFM �� -� I ,_ „ o I VOT VEPER SE R314.315,316.6 ,� SID D R �, 1 F p L4 J _ WATER „ „ „ O - I to N = = BAR 1 Fz FAL �� CO DETECTOR t0 ZD H.D. H.D. LAUNDRY SLOP BAR 1 FAMILY ROOM = '- 2NDOFL. o 6" 341-011 " ROOM SINK ® SINK POLISHED CONC. _ - 13/4" 117/8" /L W/3/4"_STL _ VENT DI CTLY COUN ER DN 14R 4'- " TILE - I RADIANT HEAT — ,- � PLT.(FL H) MARBLE � TO EXTE C)R DIANT I 2 2x8 1 FOYER SADDLE _ W Ln I PROVIDE LL DEPTH OCrJ G , ( > 6" - '~ ']Lt— _ ' - - - - - - - - - - _ EXTENT O DBL FLJSTS, —�I p . POWDER " O ISHED CONC, w , - L J CHUTE 1 O _ x I N 'n - DIANT ROOMI OC LC ABOVE D VE DRYER — 1 24"LI UP ^ N _ N i N o- OLISHED CONC. CF IRONING I DI LYTO — 00 — EKFE OR DOC. — GN FLOORS � @ `o 2068 RADIANT BOARD _ (3)2"X 12"HDR (3)T X 2"HDR (3)2"X 8"H R - 3 2'X 8"HDR (3)2"X 8"HDR %H.D.0 _ H.D, FIXED 40 X30 _ FIXED 40 X30 H.D. VENT CO CUSTOM UNIT 8X7 3 CUSTOM UNI 8X7 01 1 „ ;� PORTICO - 6"DIA 8 F 91-311 811 91-311 _ 32)13/4"X11 I/4"LVL HDR ' ITL POST - _ — — (fYP.FOR 5) (2)13/4"X 1 1 7/8"LVL W/ 1/4"STL (2)1 3/4"X 1 1 7/B"LVL W/ 1/4"STL (2)1 3/4"X 1 1 7/8" LVL W/ 1/4"STL. (2)l 3/4'X 11 7/8" LVL W/ /4"STL EDGE OF CANOPYLn OVE , FIRST FLOOR PLAN — - PLT.(FLUSH)— _ — _ _ — _ PLT_(F_ _)— _ — _ — _ PLT,(FLUSH,_ — _ — o _PLLFLUSH) _ — _ 6"CMU W/ CULTURED STONE SCALE: 1/4"'=I'-U' "' 4 _1111 91-1111 91-1111 00g'-1111 - 4 °N z7" EDGE OF 2ND FLOOR CANT,ABOVE C° 2 4 , „ 10/14/15 ISSUED FOR PERMIT E.A. LOAD SCHEDULE (psfl HEADERS # DATE REVISION DESCRIPTION BY: LEVEL LIVE DEAD TOTAL SPAN HEADER LOAD LOAD LOAD PROJECT. NEW RESIDENCE ROOF 45 10 55 T-6" 2X4 645 GOLFVIEW COURT, E. MARIAN, NEW YORK ATTIC 20 1 10 1 30 5'-0" 2X6— 2ND FLOOR 30 10 40 6'-6" 2X8 TEHN DESIGN GROUP LLC. I ST FLOOR 40 10 50 18'-0" 2X 10 s1 ERED q,9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 L N. NOTE:Headers to consist of(2) 2x members with (1) 1/2" plywood spacer in 4"walls,(3) 2x members with (2) 1/2" * �g y2 mIT IS AVIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS plywood spacers in 6"walls v DRAWING UNLESS AUTHORIZED BY LICENSED ARCHITECT. F4 6 5 DATE: PROJECT#: DRAWN BY: DWG- NEvv`(oOCT. 12TH, 2015 15199 E.T.A 241-011 4 311 T-611 81-611 71-611 I, 36" HIGH CUSTOM MADE RAILING (2)2"X 10"HDR (2)2"X 10"HDR (2)2"X 10"HDR M TERRACE TILE AA6' 11 11 r 11 11 O 7'-6"DIA.STL WINDING STAIRS 41-2T' 5060 5060 ,_ ,1 UPTO GARAGE CS UNIT 60�fnch dr. CS UNI D ROOFTERRACE _jU — — — Lf — �— — (3) (3)2'X 10"HDR Izo = 36" HIGH CUSTOM MADE RAILING % - 1 TUB 1 Ln Ln U CD I TERRACE ,_ 11 „ 1-511 ; o TILEco N I 51-91T M. BATH 6„ 1,_ „7ie II 321-011 II \ / PROVIDE 'X4' w VANITY \ I \ SHS MASTER BEDROOM Lj F F_ 7 FIREPLAC SKY GHT 5 \ gl. I TILE 8® 0 N 01� 70 6if� - - - - - - - I I BELOW a — _ !C�_ - - -- - 3) xli q- LYL ►�bR - -1 LLIN sD HALL 206 41, 1_ 11 „ 51_0,1 , eV 2'-0" VIi4" TILE ( I r_ 1, _ r1 '�`' �'f�f—�T CO DETECTOR ( VENT DIRECTL / 1 _ I ( TO EXTERIO 2068 _ ' (2} 2„X8„ _ (2)2,x8„ I � 0 - 2 3 _ S UNI = N 2668 ao `r PROVIDE HIGH OUTPUT co C' � I o C X MARBLE SLANT-FIN BASE BOARD ID N C O SHWR 110 - Ix W N SADDLE HEATING (TYP.AS SHOWN) `q O SD _ CL O SD 4' ,_ n 11 r_ 1_ 11 -1 6r N. n r_ u 3 1/2”DI TL 11121-211 n 1� p - gl, ° POST(TYP.) _(2 1 /4" 11 7/8" LVL W/3/4"STL BEDROOM #5 N b� I = I 36" HIGH CUSTOM MADE RAILING 31-411 1 11 1_ 11 PLT(FLUSH) X = z I O U TILE _ ° WC CFM N � BEDROOM #4 � o 1 16R -Nr ' • sD I= � O VENT DIRECTLY 00 `� I— N �I a I I TO EXTERIOR _ — — o TILE _ N i TERRACE ��" yob C I N r` _ X �_ MARBLE 206 (2) 2"X8" 2068 - N U I M — SADDLE X _ BATH 00 MARBLE ADDLE i I TILE - PROVIDE 4X4 DBL. � _ PEf�d' __ SKYLIGHT - - O , II I 11 1 - _ TILE VANITY 4„ ,_ ,1 6„ LO� (2)2"X8" I . PROVIDE MIRRO v i I L_- - )2_XITHDR -- - - (3)2" _ - - - -( Lz;ZC12"bpl� - - - -- -- — '" 8070 bifold 8070 bifold _ 81-811 I CUSTOM UNIT 8'X7' w/�� N m FIXED UNIT 6'X2'TEMPERED GL —CUSTOM UNIT 8'X7' Wlaa(ZEss i _ 4 - (3)13/4"xl 1 I/4"LVL HDR ,_ II ,_ 11 ,_ II - O SD HALL I D R o U _- LAUNDRY MARBLE TILE 'f � o W I.C. , 6n i_ 11 II r n " 1_ 1r n 1 " n CHUTE SADDLE 2 TX " 3068 CO DETECTOR - rz— LOFT � OAK �I TILE N _ 2 8 �� (2) 2"X8" STAI ILING,SPINDLES, i ( } I, AA WC 6� " I 2668 &NEWEL POSTS AS = - � i50 o PER SEC R314,315,316. c �j 1 I It o N ° WC CFM�O6 2" '_ „ O N I, O SD 19'-6" II Wo, 71-011 11 1 -1 SDO 0' HW co N • sD — — '2.X12°JdP� — — — _131 "2S.1ZHC?R— — — a L? VENT DIRECT Y 6'X6' SL,UNIT _ _ 6'X6' SL.UNIT FLOOR PLAN i= O - TO EXTERIOR n°° I CANOPY BELOW SECOND FL . N SEAT zo , „ METAL SCREEN 1-611 °° — BEDROOM #2 8-4 SCALE: I/4"'=I'-0" I - _ _ �0 N LO. BED:=M #3 CLO VANITY o TILE � _ ', O 0 N 5 `n TILE BATH TUB _ 00 a TILE 1 I — _ � CUSTOM UNIT 8'X7' qW�'-rv55 IFIXED UNIT 6'X2'TEMPERED GL — CUSTOM L NIT 8'X7'WI P6e%6=w 91-011 1 11 111-411 91-011 611 1 I_ 11 411 2'-0" II 1_ ❑ 411 12T-511 11 2'-5" 11 34'-611 r it 3 231-611 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psfl HEADERS PROJECT: NEW RESIDENCE LIVE DEAD TOTAL 645 GOLFVIEW COURT, LEVEL LOAD LOAD LOAD SPAN HEADER E. MARIAN, NEW YORK ROOF 45 10 55 3'-6" 2 X 4 ATTIC 20 10 1 30 51-0" 2x6 TEHN DESIGN GROUP, LLC. 2ND FLOOR 30 10 40 6'-6" 2X g G�g1 EREpg9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 50 8'-0" 2 X 10 C'.Q� �v�L N.k IST FLOOR 40 I 0 P � y ITIS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS NOTE:Headers to consist of(2)2x members with (1) 1/2" w & D n DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. plywood spacer in 4"walls,(3) 2x members with (2) 1/2" plywood spacers in 6"wallsT DATE: PROJECT#: DRAWN BY: A N YCT. 12TH, 2015 15199 E.T.A 5 ti PROVIDE 5" DIA.,BUILT-IN ALUM,GUTTER 3 PLY RUBBER ROOFING MEMBRANE OVER 5/8" PLYWOOD DECK OPENTERRACE BELOW 35'-011 e2 E CL PROVIDE 5" DIA.,BUILT-IN ALUM.GUTTER. zo �� 11 II 3 PLY RUBBER ROOFING MEMBRANE _ OVER 5/8"PLYWOOD DECKOF — — — zo U - _ 31-411 _ .1 II OV-011 BENCH o PROVIDE 4x4' ROOF TERRACE SKYLIGHT OPEN TERRACE BELOW _ I �PE� 3 PLY RUBBER ROOFING MEMBRA E _ OVER 5/8 PLYWOOD DECK cc_ o\o /B(ELOW r^ UP t2R GAS , % D 16R PITFIRS PROVIDE 5 DIA.,BUILT-IN ALUM.GUTTER ILCI Ln 1-011 34T-611 Fr.to I BENC A Lu HOTTUB 10 ;N'4 5. In 3 PLY RUBBER ROOFING MEMBRANE = 48"HIGH PERIMETERWALL OVER 5/8"PLYWOOD DECK e- 241-011 ROOF FLOOR PLAN SCALE: 1/4 I'-0" i 40'-6" 10/14/15 ISSUED FOR PERMIT E.A. # DATE REVISION DESCRIPTION BY: LOAD SCHEDULE (psfl HEADERS PROJECT: NEW RESIDENCE LEVEL LIVE DEAD TOTAL SPAN HEADER 645 GOLFVIEW COURT, LOAD LOAD LOAD E. MARIAN, NEW YORK ROOF 45 10 55 T-6" 2 X 4 ATTIC 20 10 1 30 5'-0" 2X6 TEHN DESIGN GROUP, LLC. 2ND FLOOR 30 10 40 6'-6" 2 X 8 �Ca� ER . 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 IST FLOOR 40 10 50 8'-0" 2X 10 *�PNvEL N 'y NOTE:Headers to consist of(2)2x members with (I) I/2" ZZ lr IT IS AVIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS e - :6. n DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. plywood spacer in 4"walls,(3) 2x members with (2) 1/2" �. plywood spacers in 6"walls .-� t- 4•94 65 DATE: PROJECT#: DRAWN BY: r!A:6:'11 CT. 12TH, 2015 15199 E.T.A 4'X4' 41X4' SKYLIGHT SKYLIGHT TOP OF PEAK h ©2 2 1�J ._TOP OFPEAK A+/-ABOVE GRADE 31'-9" +/-ABOVE GRADE 1'-6" 1'-0" 1'-0„ 1'-6" O.H.or PROVIDE CONT. 3 PLY RUBBER ROOFING O.H. O.H. MEMBRANE OVER O.H. FLASHING(TYP.) 3 PLY RUBBER ROOFING 5/8" PLYWOOD DECK BANE OVER vr� ti N PROVIDE 5"DIA., 5/8"PLYWOOD DECK ti 2"X 12" LEDGER BD. BUILT-IN ALUM.GUTTER ROOF TERRACE W/SIMPSON JST. 3 PLY RUBBER ROOFING SIMPSON STRONGTIE — 14 2 ICS q MEMBRANE OVER HURRICANE CUP H2(IYP.) 4'xL — — — _ 5n HANGER 5/8"PLYWOOD DECK ON EACH STUD 2 1© SKYLIGHT — — — — Q 2 PROVIDE 5" DIA., 1'-6" 1'-6" — — — — — — — — — BUILT-IN ALUM.GUTTER , 1'-6" o.H, O.H. O.H. BATT 1'-6" INSUL (3)1 3/4"X 11 7/8" (3)l 3/4'X 11 7/8"LVL W/3/4"STL R30 1'-6" O.H. PROVIDE DBL UNDE YMENT NEW 6"STU WALL WITH LVL W/3/4"STL PLT(FLUSH) BATT NIS AN INSTALL AS PER 5 C.R905 EXTERIOR FI ISH AS PER ELEVA IONS. PLT.(FWSH) INSUL BATT o'H' 36"HIGH GUARD MAINTAIN A 2:1SLOPE R:15 PROVIDETYV K HOUSE INSUL RAILW/BALUSTERS BATT WRAP BY DU PONT OVER c 3 PLY RUBBER ROOFING o T 4"O.C.SEE INSUL BEDROOM #4 o wooDXSv s 1DON 2 oc2"x6 e SHT I NOTE 39CD r " in WI.C. TERRACE c MEMBRANE OVER co (TYPFORALL) 2"x6" 6700 PLATE 5/8"PLYWOOD DECK R.15 BATT IN ULATION& 1/2" X MASTER BEDROOM HALL PLYWD I/2" (INTERIOR FACE). (3)1 3/4"X 1 1 7/8" 0 4 o R3 TAPE AND SP CKLE(3)COATSAND LVL W/3/4"STL i� M PRIME PLT(FLUSH) WI 2 X 40 W/TOP PLT c� INSU 0 4 i N PROVIDE 5/8"TYPE"X NEW 6"STUD WALLWITH SHEET ROCK ON WALLS $'_Q" EXTERIOR FINISH AS PER ELEVATIONS. &CEILING AREA W/HABITABLE mk PROVIDETYVEK SE (3)1 3/4' 1 7/8" WRAPY Du PONTOVERSPACE ADJOINING OR ABOVE LVL W/3 TL PROVIDE BLOCKING @ 3/4"PLYWD.SUB FLOOR to I2"CDX PLYWOOD ON 2"X6" SUPPORT&FULL DEPTH(2)TX670P PLATE 14 X 30 W/TOP W/FL JOISTS Q 12"O.C. PLT. FLUS water fall PLT(FLUS 'I WOOD STUDS @ 12"O.C. o 2"X6 BOTTOM PLATE RIM JOISTS@ END OF FL P TE BETTER HDR = R 30 BATT INSULATION -, (fYP.FORALL) ) PROVIDE BFJDSING r o R:15 BATT INSULATION& 12"CDX (DROPPED) � KITCHENPLYWD. 1/2" GWB(INTERIOR FACE). Cot 8'-0"O.C.m?) PROVIDE 3/4 HR N CD SELF CLOSING DI ING A TA�PME AND SPACKLE(3)COATS AND SLAB ON GRADE MTL DOOR FOYER LIVING RO (TrP) 6" DIA.STL LOLLY COL. W I2 W/TO T ON 36"X36"X24"DEEP 41 P.C.FOOTING EX.GRADE EX.GRADE y. ■ 11 7/8"TJ► 550 o @ 12"O.C. PROVIDE 5/8"ANCHOR BOLTS I c? 5!11 I I I FT.FROM EACH CORNER I I M € 8 NEW MINE 4" P.C.SLAB (3500 psi I I I z (2)13/4"X 1 1 7/8"LVL &32"O.C.SEETABLE�3.2A SHT.T2 I I ON GRADE W/66-1010 WWM I I I € - - - - - / - - - - - - - - - - - - (2)1 3 4"X1 I /8 LVL W/ I STL FLITCH PLT. PROVIDE (2) 2X6 SILL PLATE I I 9 OVER 6 MIL.VAP.BARRIER W/ I"STL,FLITCH PLT. - - - - - - - -- - - - - - - -�— � &TERMITE SHIELD AND FOAM 3/4 PLYWD.SUB-FLOOR � OVER 4"GRAVEL(TYP) 6"DIA.STL W/FL.JOISTS @ 12"O.C. SEAL SILL(TYP,) I CONCRETE FTG.W/ I0"X20" LALLY COLUMN R 30 BATT INSULATION ( 4#5 KEBABS CONT. PROVIDE 5/8"ANCHOR BOLTS El P.C.FTG. (TYP.FOR 6) PROVIDE BRIDGING UNFINISHED I PROVIDE 2"X4"KEYWAY I FT.FROM EACH CORNER @ 8'-0"O.C.(TYP.) I &32"O.C.SEETABLE 3.2A SHT.T2 �(Typ) 6"DIA.STL LOLLY COL CELLAR 8 i PROVIDE(2')2"X6"SILL PLATE ON 30"X30"X24" DEEP P.C.FOOTING &ETALRMILE SHIELD AND FOAM (TYP) •'4 •::• II I- - — — — — — — — — - - - - - - - - - - - - - — — — — — —I CI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - L - NEW REINF.#' PC.SLAB (3500 psi) 9 3 PLY RUBBER ROOFING L ON OVER6MILVAP.BARRIER�M MEMBRANE OVER BUILDING SECTION _i� A 5/8 PLYWOOD DECK � _p BUILDING SECTION OVER 4"GRAVEL(IYP.) d 2 BUILT-' A ' 1.GUTTER I SCALE: I/4"=P-0" AA 4X4 c� SKYLIGHT 12 TOP OF PEAK 11-61110 _ _ to 2 3 P-9" +/-ABOVE GRADE O.H. R30 11_011 BATT , n 1'-6" SIMPSON STROINGTIE INSUL R 15 O'H. 1 -6 1'-0" HURRICANE CLIP H2(TYP.) BA O.H. PROVIDE CONT ON EACH STUD O.H. O.H. FLASHING(TYP.) INSU I 3 PLY RUBBER ROOFING MEMBRANE OVER I 5/8"PLYWOOD DECK io 36"HIGH GUA I r C RAILW/BALU RS 5, 2 12 6 BEDROOM #3 @ 4"O.C.SEE 4'X4' _ HALL SHT. I NOTE 3 L 14 12 (TYP FOR ALL) SKYLIGHT 1'_6n PROVIDE DEL UNDERLAYM�FT— — Z p• TE CE — O.H. (2)13/4"XI 1 ?/8"LVL AND INSI'A LAS PER SEC.R7_ — 1'-0" R:30 W/ 1/4"STL PIT(FLUSH) MAINTAIN 2:12 SLOPE M r- -BATT R:15 INSUL SIMPSON STRONGTIE — — — 17 BATT HURRICANE CLIP H2(fYP) 1'-6" PROVIDE 5"DIA., INSUL ON EACH STUD 6'-2" O.H. BUILT-IN AL M.GUTTER 36"HIGH GUARD m 3'-Q" 5'-0" R 30 - ° BATT RAILW/BALUSTERS T_ O.H. INSUL p 6 FIREPLACE @ 4"O.0 SEE cUL-fuRED p SHT. I NOT 39 HALL NEW 6"STUD WALL WITH PROVIDEBLOCKING® STORE (n'P.FOR LL) BEDR OM #2 EXTERIOR FINISH AS PER ELEVATIONS, SUPPOR &FULL DEPTH PROVIDE BL UNDERLAYMEN TERRACE PROVIDET^''VEK HOUSE RIM JOIS S@ END OF FL FAMILY ROOM AND INS LL AS PER SEC.R9C5 WRAP BY DU PONT OVER (TYPFORALL) o MAINTAIN A 2:12 SLOE 12"CDX PLYWOOD ON 2"X6" 4'-0" 8'-2" cM W/ U4"STL PLT(FLUSH) WOOD STI.IDS @ 12"O.C. PROVIDE 2" RIGID i (2)2".-"iOP PLATE PERIMETER 2"X6"E.OTTOM PLATE INSULATION N 10 e T-6"DIA.SL PROVIDE BLOCKING® M R. BATT INSULATION& 1/2 CDX 24 HORIZ,&24 " WINDING STAIRS SUPPORT&FULL DEPTH PLYWD. 12" GWB(INTERIOR FACE), VERT. Lo UPTO GARAGE PJM JOISTS@ END OF FL TAPE AND SPACKLE(3)COATS AND PATIO ROOFTERRACE P. ADE-) R:30 n NEW 6"STUD WALL WITH PRIME BATT 5 Q 31-011 � EXTERIOR FINISH AS PER ELEVATIONS• EX.GRADE INSUL PROVIDETYVEK HOUSE -:• � ' '" ""' " ` ' ' .. WRAP BY DU PONT OVER WALL 1/2"CDX PLYWOOD ON 2"X6" SCONCE FAMILY ROOM WOOD•STUDS @ 12"O.C. b , I NEW REINF 4" PC.SLAB(3500 p TYF (2)2l �T "X6 TOP PLATE , ? ON GRADE W/66-1010 WWM I I I 2"X6"BOTTOM PLATE cMRM o R 15 BATT INSULATION& 1/2"CDX _ _ _ _ OVER 6 M RAVELVAR BARRIER ; — — — — — — — — — — — — — — — L — J PROVIDE 2" RIGID PLYWD. 1/2" GWB(INTERIOR FACE). � — — — A OVER 4"GRAVEL(TYP.) •• — — — — — — — — — — — — — — — 6"DIA.STL.LOLLY COL PERIMETER TAPE AND SPACKLE(3)COATS AND POLISHED CONCRETE RADIANT PROVIDE ON 30"X30"X36" DEEP INSULATION R:10 PRIME HEAT FLOOR P.C.BASE FOR ,FOOTING PATIO 24" HORIZ.&24" GAS AS PERE NUFA URERS VERT. = PROVIDE 5/8"ANCHOR BOLTS _ 2"X4"SLEEPERS I FT.FROM EACH CORNER SPECIFIC 10/14/15 o &32"O.C.SEETABLE 3.2A SHT.T2 ISSUED FOR PERMIT E.A. EX.GRADE .,. ".. ........ . .. ... : ... ,. , r.. ....... . .......... T @ 12"O.C. PROVIDE (2') ZX6"SILL PLATE &TERMITE SHIELD AND FOAM # DATE REVISION DESCRIPTION BY: 11 I I c ., SEAL SILL(TYP.) PROJECT: NEW REIN F.4 P.C.SLAB(3500 p I I Q Z NEW RESIDENCE I EW COURT, 2'xl 0" FL,JSTS, ON OVER 6 MIL AP,BARRIEE W1 66-1010 R WM ` . — — — — — I "' € BUILDING SECTION E MARIAN, W YYORK @ 12"O.C.W/5/8" PLYWOOD "''" OVER 4"GRAVEL(TYP) "' — — — -1 �— — SCALE: 1/4"=P-0" SUB FL.ABOVE POLISHED CONCRETE RADIANT CONCRETE FTG•W/ $ FOUNDATION COMPOSITION: I I 2'x4"SLEEPERS HEAT FLOOR PROVIDE 2"X4 CONTFOUNDATION (EREp TEHN DESIGN GROUP, LLC. i @ 12"O.C. I PROVIDE 12 POURED CONCRETE FOUNDATION WALLS ON A FORMED,KEYED&POURED CONC.FOOTING.(REFER O\`� ,9 ) '9 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631 242-3184 Fax 631)242-3186 PROVIDE 5/8"ANCHOR BOLTS TO PLANS FOR SIZES).ALL POURSTO BE FORMED USING WOOD OR STEEL FORMS PROVIDE MASK DAMP PROOFING VEL N.k O I FT.FROM EACH CORNER I ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. �@� �E`�• Z m IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS &32"O.C,SEETABLE 3,2A SHT,T2 : n DRAWING UNLESS AUTHORIZED BY LICENSED ARCHITECT. PROVIDE (2')2"X6"SILL PLATE &TERMITE SHIELD AND FOAM I O9 SLAB COMPOSITION: em A _ � SEAL SILL P PROVIDE 4"POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M• I DATE: PROJECT#: DRAWN BY: DWG: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — PLACE OVER 6MILVAPORBARRIER AND 6"TAMPED POROUS FILL AT GARAGE SLAB AND 9465 A7 OCT. 12TH, 2015 15199 E.T.A T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — 6"GRAVEL BED AT CRAWL SPACES. FA/P YnP`�, 4"ROOF VENT L F_ �'PITCH 1 12„ SWITCH ACTIVATED OUTLET 220V OUTLET FOR DRYER,OVEN 1 220 I I HOT TUB ROOF 4"ROOF L_ VENTJ L C.O. O HI-HAT 1 1/2" 1 12" BATH 4" BATH - WALL SCONCE MASTER —/22"PITCH I I/2' "PITC 1 1 I 1/2" T _ I T I I/2"r 1 1/2"1BATH 1 1/2" HANGING FIXTUREI i/2"1 II I/2" r 112"I I 12HF I I I/2" LAV. I 4 111/2" 1 1 12" 1 IAV ii/ AV. ( 1 1/2" W.C. JAC ZZI I I TUB C. " 4" W. TUB 2ND FLOORE Li 1 I I/2" SH ft SHWR I 1/2" I�ESWR DSM SURFACE MOUNTED FIXTURE C.O. 2" 2' C O 3" " -44 C.O. CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) 3" 3" PITO _ 2"PITCHE]& GARAGE IDOOR OPENERWITH LIGHT (- ^1 I i'WDR RM. I I/2"1'� KITCHEN 1/2 BATH �-2"PITCH 2"PITCH --� LAUNDRY 1 f/2"1 1 12"I 1 12"I 1 I/2" 4" 1 1/2"1 ` ROOM OSD SMOKE DETECTOR 112" I LAV 4" SINK 1 1/2"1 LAULL S.S. 1 1/2" 4" W. DWS W.C. �� r �1 BACK P� HANE — PHONE LOCATION IST FLOOR WATER FALL r1l L 112' I I/2" I I/2' L I 4"II ANT CABLE _ CABLE LOCATION " C.O. I 1/2" 3" Q 1/2" " I C.O. 3" 1 1/2" C.O. 3" 1 I/2" 1 12" C.O. 1 I \/X\/ u R 2"PITCH —� I LOWVOLTAGE(PIN SPOT) I BEN ---+ / \ GAS F,/27/2" 7 12 BATH \ I DN 16R PIR W. RE IuROOFTOP AV. 11 112" 4" 4" � — — C. I — CEILING FAN LOCATION CELLAR ELECTRICAL PLAN I 1/2") 3" C.O. scALE:1re".,.-0• 4" 311 CONNECTTO �L FLOOR DUPLEX OUTLET C.O. APPROVED 4" " 4 4 TRAP SYSTEM SANITARY V EXTERIOR SPOT LIGHT LOCATION PLUMBING RISER DIAGRAM SCALE:N.T.S. PLUMBING F- GARAGE DOOR OPENER D CHIMES 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. CHIMES 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. DB❑ DOOR BELL 3.ALL HOTAND COLD WATER SUPPLY PIPIING SHALL BE TYPE L COPPER TUBING, ALL SOLDER SHALL BE LEAD FREE. NOTE : 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. 5.ALL FIXTURES SHALL_BE AS SELECTED'BY OWNER. SMOKE DETECTING ALARMI DEVICES 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., TO BE INSTALLED IN CONFORMITY WITH SECTION 8.313 STATE BUILDING AND ENERGY CODE. WHICH STATES;SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OUTSIDE EACH SLEEPING AREA AND IN EACH SLEEPING ROOM ONCH FLOOR LEL I UP (SHOWN ON PLANS,S, LEVEL ) - - - - - / POWER SOURCE FOR SMOKE I I I I ® DETECTORSTO COMPLYWIITH R313 � I C.M.D.CARBON MONOXIDE DETECTORTO COMPLYW/SEC.R313 — — -- - — — — — — — — — L` I I I AND BE INSTALLEDTO MANUFACTURER'S SPECS. —- - — — — — — — — — — — — — — — — — — — - - — — — — — — — — — ——� I I I ` 1 I I I I I I I I 1 R I I �\ ------- / II \ TonMER I 1 \ SOILE DIRECT O VENT6 - - — — — — — — — — — — — — — — — — — — I I / I \ \ UP I I I I I PHONE PHONE PHOWL I / / • 6p I \ i WP.6 l \ 64 SO A ta, I 1 L — UP ' O — — — — — — — — — — — — — — — — — — I I 1 e � \ , ,� M II I I - - - — — — — — — — — — — — — — — - - - - I VENT I CABLE 1 1 I .MER 01 10 CELLAR ELECTRICAL PLAN I � SCALE:1re"�1'-0' ; L — — — — — — — — — — — — — — — — — — — — — J 12EO<EOCT PANEL. — — — — — I II ---- ---- -- — ---- \\` CIA CD OM 1 TOM N / --- — -- — I SECOND FLOOR ELECTRICAL PLAN i I oN �� i b•O, -------- -- — -- _ _ III SCALE:IIB":1'-0' I \1 CAB�P .1/ \ CABLE ____ — — — — — — — — — — -- it I I p PAMRY DN >♦I►to-nmER STOW HOOD W/LIGHT winrnlot+ SHd500.,/ sR+soN,�.�. \\ /••-• ! .fi"� r SIN ` \\ L°' , x / 1 / _ Q - D D IPHONE \ / D3 Da -.z—_�\ > c./ %\ / CABLE -.m soma 10/14/15 ISSUED FOR PERMIT E.A. Nal NnR ELEC0AMPSERVICE I d ' \\ 1 # DATE REVISION DESCRIPTION BY. \\ D W 0_t `a/' '`\mob/-- --��, - /7_1 IPROJECT: NEW RESIDENCE LJ ® ' i D �' I �\ °�� ``�' ' 645 GOLFVIEW COURT, FIRST FLOOR ELECTRICAL PLAN I LJ SCALE:118'=T-0" / E. MARIAN, NEW YORK ca— VENT \ inanow wirano -- TEHN DESIGN GROUP, LLC. - - — — — — — �EREp 149�,y 125 E Sunrise Highway,Lindenhurst,New York 11757 Tel:(631)242-3184 Fax(631)242-3186 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ y n IT IS A VIOLATION OF THE LAW FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS AUTHORIZED BYA LICENSED ARCHITECT. O � '9 9465 DATE: PROJECT#: DRAWN BY: DWG: /� Q �N�n+vOP� CT. 12TH, 2015 15199 E.T.A /'-1Q